HomeMy WebLinkAboutPlans - Utility Plan - 08/15/2025PROSPECT ROAD
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HWY 14 / E. MULBERRY ST
AUGUST 2025
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
VICINITY MAP
NORTH
PROJECT DATUM: NAVD88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE
WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO
WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATION PIPE.
ELEVATION: 4904.41
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE
WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF
HIGHWAY BRASS CAP.
ELEVATION: 4934.13
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED
FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) = NAVD88
DATUM - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION
16, AS BEARING SOUTH 88°21'25" EAST (ASSUMED BEARING) WITH THE SOUTH QUARTER
CORNER OF SECTION 16 BEING A 2 1
2" ALUMINUM CAP ON #6 REBAR, STAMPED LS 17497
AND THE SOUTHEAST CORNER OF SECTION 16 BEING A 2 1
2" BRASS CAP IN CONCRETE,
STAMPED LS 14823.
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7
NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
EPS Group, Inc.
Stephanie Thomas, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
PUBLIC IMPROVEMENT PLANS FOR
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------Al Ermer (970) 225-7869
ELECTRIC--------City of Fort Collins Light & Power--Luke Unruh (970) 416-2724
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------East Larimer County Water District-Randy Siddens (970) 493-2044
WASTEWATER--Boxelder Sanitation District-----------Brian Zick (970) 498-0604
STORMWATER-City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
GATEWAY AT PROSPECT
Kristin Turner
444 Mountain Avenue
Berthoud, CO 80513
(970)-532-5891
EPS Group, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Earth Engineering Consultants
4396 Greenfield Drive
Windsor, CO 80550
(970)545-3908
Project #: 1152086
Earth Engineering Consultants, Inc.
Preliminary Subsurface Exploration Program Report
Interstate Land Parcel Prospect Road and I-25
Fort Collins, Colorado
EEC Project No. 1002156
Date: August 28, 2000
SUBSURFACE EXPLORATION BY:
Fort Collins / I-25 Interchange, LLC
Jim Birdsall
PO Box 7388
Colorado Springs, CO 80933
(719)-540-5800
TRAFFIC ENGINEER
Delich Associates
2272 Glen Haven Drive
Loveland, CO 80538-4903
(970) 669-2061
Project #: 1501
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
King Surveyors
650 E. Garden Drive
Windsor, CO 80550
(970) 686-5011
Project #: 2013484
CITY OF GREELEY
The City's acceptance shall not relieve the design engineer's
responsibility for errors, omissions, or design deficiencies for which
the City is held harmless.
Sheet
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UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
LAKE CANAL
Earth Engineering Consultants, Inc.
Subsurface Exploration Report - Prospect Road and Interstate I-25
Evaluation of Groundwater/Subsurface Conditions and Installation
of 4 Piezometers
Fort Collins, Colorado
EEC Project No. 1152086
Date: September 23, 2015
PROJECT
LOCATION
Earth Engineering Consultants, Inc.
Subsurface Exploration / Pavement Design Report
Proposed Bridge - Gateway at Prospect Development
Northwest of Prospect Road and Interstate I-25 Frontage Road
Fort Collins, Colorado
EEC Project No. 1212028
Date: May 14, 2021
FLOODPLAIN ENGINEER
Jacobs
Aaron Cook, PE
9191 Jamaica Street
Englewood, CO 80112
(720) 286-2000
ROUNDABOUT & FRONTAGE ROAD ENGINEER
Ayres Associates Inc.
Kevin Kuhlow
3665 JFK Parkway, Bldg 2, Suite 100
Fort Collins, CO 80525-3152
(970) 223-5556
COVER SHEETS
01 CS1 COVER SHEET
02-03 CS2-CS3 GENERAL & CONSTRUCTION NOTES
04 TS01 FRONTAGE ROAD TYPICAL SECTIONS
05-07 EX1-EX3 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN
08 EX4 PROSPECT ROAD EXISTING CONDITIONS & DEMOLITION PLAN
09 OA1 OVERALL TRACT A ULTIMATE CONDITION EXHIBIT
UTILITY SHEETS
10-11 OU1-OU2 OVERALL UTILITY PLAN
WATER SHEETS
12-14 WT1-WT3 WATER LINE A PLAN & PROFILE
15-16 WT4-WT5 WATERLINE B PLAN & PROFILE
17 WT6 WATERLINE C PLAN & PROFILE
18 WT7 WATER LINE D, I & L PLAN & PROFILE
19 WT8 WATER LINE E, F, G & H PLAN & PROFILE
20 WT9 WATER LINE J & K PLAN & PROFILE
21 NP1 NON-POTABLE LINE A PLAN & PROFILE
22-23 NP2-NP3 NON-POTABLE LINE B PLAN & PROFILE
24 NP4 NON-POTABLE LINE C & D PLAN & PROFILE
25 NP5 NON-POTABLE LINE E PLAN & PROFILE
SANITARY SHEETS
26-27 SS1-SS2 SANITARY LINE A PLAN & PROFILE
28 SS3 SANITARY LINE A2, A6 & A10 PLAN & PROFILE
29 SS4 SANITARY LINE A6W & B PLAN & PROFILE
STORM SHEETS
30 ST1 STORM DRAIN A & B - PLAN & PROFILE
31 ST2 STORM DRAIN C & C6 - PLAN & PROFILE
32 ST3 STORM DRAIN C2 & D - PLAN & PROFILE
33 ST4 STORM DRAIN E & F - PLAN & PROFILE
34 ST5 STORM DRAIN G, H, I & J - PLAN & PROFILE
35 ST6 STORM DRAIN K, L, & M - PLAN & PROFILE
36 ST7 STORM DRAIN N & O - PLAN & PROFILE
SUBDRAIN SHEETS
37 SD1 SUBDRAIN A PLAN & PROFILE
38 SD2 SUBDRAIN C & H PLAN & PROFILE
39 SD3 POND C & I SUBDRAIN PLAN
40 SD4 POND B, D & E SUBDRAIN PLAN
41 SD5 POND F & G SUBDRAIN PLAN
GRADING SHEETS
42 OG1 OVERALL GRADING PLAN
43-52 G1-G10 GRADING PLAN
53 RG1 RAIN GARDEN GRADING PLAN
54 RG2 RAIN GARDEN DETAILS
55-58 XS1-XS4 BOXELDER CREEK SOUTH CROSS-SECTIONS
59-62 XS5-XS8 BOXELDER CREEK NORTH CROSS-SECTIONS
63-69 XS9-XS15 COOPER SLOUGH TRAIL CROSS-SECTIONS
70-73 CS1-CS4 FUTURE CHANNEL & TRAIL PLAN & PROFILE
BOXELDER CREEK BANK STABILIZATION
74 BC1-G-0001 BOXELDER CREEK BANK STABILIZATION NOTES
75 BC1-G-0002 BOXELDER CREEK BANK STABILIZATION LEGEND
76-77 BC1-G-2000-2001 BOXELDER CREEK BANK STABILIZATION PLANS
78 BC1-C-1000 BOXELDER CREEK BANK STABILIZATION
HORIZONTAL ALIGNMENT TABLES
79 BC1-C-2200 BOXELDER CREEK BANK STABILIZATION CROSS
SECTIONS
80 BC1-C-2201 BOXELDER CREEK BANK STABILIZATION CROSS
SECTIONS
81-82 BC1-C-3000-3001 BOXELDER CREEK BANK STABILIZATION DETAILS
83 BC1-C-4000 BOXELDER CREEK BANK STABILIZATION
REVEGETATION PLAN
84 BC1-C-4001 BOXELDER CREEK BANK STABILIZATION
REVEGETATION PLAN DETAILS
STREET SHEETS
85-87 R1-R3 PROSPECT ROAD PLAN & PROFILE
88-89 R4-R5 STREET B PLAN & PROFILE
90-91 R6-R7 STREET D PLAN & PROFILE
92-93 R8-R9 STREET E PLAN & PROFILE
94 R10 PROSPECT ROAD INTERIM SIGNAGE & STRIPING PLAN
95 R11 PROSPECT ROAD FUTURE SIGNAGE & STRIPING PLAN
96 R12 STREET E SIGNAGE & STRIPING PLAN
97 INT1 INTERSECTION DETAILS
98-101 XS1-XS4 PROSPECT ROAD CROSS SECTIONS
DETAIL SHEETS
102-104 D1-D3 SITE DETAILS
105-106 D4-D5 WATER DETAILS
107 D6 SEWERLINE DETAILS
108-109 D7-D8 DRAINAGE DETAILS
EROSION & DRAINAGE SHEETS
110-113 EC1-EC4 INITIAL EROSION CONTROL PLAN
114-117 EC5-EC8 INTERIM EROSION CONTROL PLAN
118-121 EC9-EC12 FINAL EROSION CONTROL PLAN
122-123 EC13-EC14 EROSION CONTROL DETAILS
124 BC1-C-5000 BOXELDER CREEK BANK STABILIZATION GESC DETAILS
125-126 DR1-DR2 DRAINAGE EXHIBIT
127 FLD1 FLOODPLAIN EXHIBIT
AYRES ROUNDABOUT & FRONTAGE ROAD DESIGN
128-130 CD01-CD03 FRONTAGE ROAD - ACCESS & BIKE RAMP DETAILS
131 CD04 STREET E - ACCESS & BIKE RAMP DETAILS
132 CD05 COMMERCIAL ROAD - ACCESS & BIKE RAMP DETAILS
133-135 PD01-PD03 FRONTAGE ROAD - PLAN DETAILS
136 JD01 FRONTAGE ROAD - JOINT DETAILS
137-140 PS01-PS04 FRONTAGE ROAD - SIGNING AND PAVEMENT MARKING
141-143 GD01-GD03 FRONTAGE ROAD - GEOMETRIC DETAILS
144-147 PP01-PP04 FRONTAGE ROAD - PLAN & PROFILE
148 PP05 STREET E (CONTINUATION) PLAN & PROFILE
149-150 PP06-PP07 ROUNDABOUT MEDIAN PLAN & PROFILE
151-161 PP08-PP18 FRONTAGE ROAD - EOP PLAN & PROFILE
162-168 XS01-XS07 FRONTAGE ROAD - CROSS SECTIONS
TIMNATH RESERVOIR INLET CANAL
Sheet
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02
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and
specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations.
Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive
standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated
otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City
of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by
the City of Fort Collins prior to commencement of any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City
of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval
of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such
responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City
of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from
any errors and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins
standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It
shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of
the work before commencing new construction. The Developer shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days
prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities
(i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also
to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing
utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate
utility company for any utility crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall
coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior
to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure
that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be
responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility
companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies
the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion
of the water utility provider, a pre-construction meeting may be required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general,
storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and
approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install
utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact
Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and
the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.
For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to
the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of
groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such
damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater,
and/or storm drainage facilities in the development.
19.All recommendations of the Drainage Report for Gateway at Prospect dated 08/15/2025 08/15/2025. by Northern
Engineering Services, Inc., shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control
measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized
with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street
system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom
sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or
Development Construction Permit is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement
of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of
Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth
disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available
after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's
absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals
an improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all
utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement
design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible
for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement
thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed
Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to
placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort
Collins Engineer approves the final report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade
and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector.
The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved
plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before
installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of
road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage
work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for
building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to
for additional criteria for roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction
criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site
inspection for any tree removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring,
traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate
Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction
activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control
devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City
of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor,
however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment
to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related
to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and
striping related to directing traffic access to and from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins
Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer
County.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended
improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted
otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown,
contact the Designer for clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate
standards and specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the
plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction
site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall
submit record drawings to the City of Fort Collins Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2)
for the project as well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARK #1 CITY OF FORT COLLINS BENCHMARK 29-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE WEST FRONTAGE
ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE
HEADWALL TO AN IRRIGATION PIPE.
ELEVATION: 4904.41
BENCHMARK #2 CITY OF FORT COLLINS BENCHMARK 47-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE
PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF HIGHWAY BRASS CAP.
ELEVATION: 4934.13
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS
HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL
DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 16, AS BEARING SOUTH
88°21'25" EAST (ASSUMED BEARING) WITH THE SOUTH QUARTER CORNER OF SECTION 16 BEING A 2 1
2"
ALUMINUM CAP ON #6 REBAR, STAMPED LS 17497 AND THE SOUTHEAST CORNER OF SECTION 16 BEING A 2 1
2"
BRASS CAP IN CONCRETE, STAMPED LS 14823.
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks,
curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this
project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans,
prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any
cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished
patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine.
In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be
required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City
of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which
existed before construction, or to the grades and condition as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free
from material and workmanship defects for a minimum period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including
storm drainage structures and pipes, for the following private streets: N.A.
48.Approved Variances are listed as follows:
1)Modified Collector Street Section for Frontage Road. (Pending Approval)
2)Modified Connector Local Street Section for Street E. (Pending Approval)
3)Detention Pond Release Rates Calculated Using Full Spectrum Analysis. (Pending Approval)
4)Grading and Excavation Within Erosion Buffer Zone for Stream Stabilization. (Pending Approval)
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling,
stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the
construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including
keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible
for installing and maintaining all erosion control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing
vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical
period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept
in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion
control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing
activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or
reconstructed as necessary in order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the
erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal
of all sediment and debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets,
sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and
location so as not to cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by
surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded
and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon
completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the
discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to
discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The
developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of
pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to
contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion
of construction activities the concrete washout material will be removed and properly disposed of prior to the area being
restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer
shall implement whatever measures are determined necessary, as directed by the City.
16.See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.
17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to
personal vehicles and existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or
roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or
building sites.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street
Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort
Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a
depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches
from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement
to a distance where a clean construction joint can be made.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material
shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay.
Valve box adjusting rings are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and
patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend
smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort
Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the
new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including
Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior
to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely
removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the
subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite
section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled
with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000
lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3
m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by
the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be
preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing
and Marking Construction Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be latex paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting
alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior
to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Latex paint applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty
period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of
Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or
the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for
new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for
additional detail.
16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may
keep the signs, or call the City Traffic Division to have them removed.
17.No “Reset” anchors, posts, signs, and/or delineators will be accepted.
18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria.
D. Floodplain Development Notes
1.The applicant is aware that portions of the proposed development do not comply with the current regulatory floodplain.
issuance of construction and building permits will be held up until FEMA approves the CLOMR (construction permits) or
LOMR (building permits) and the city is unable to guarantee a timeline for FEMA review nor FEMA's ultimate approval.
Proceeding through the planning process prior to FEMA approval is at the applicant's own risk.
2.The Developer shall obtain a Floodplain Use Permit from the City of Fort Collins and pay all applicable floodplain use
permit fees prior to commencing any construction activity (building of structures, grading, fill, detention ponds, bike paths,
parking lots, utilities, landscaped areas, flood control channels, etc.) within the Boxelder Creek Floodplain limits as
delineated on the Final Subdivision Plat. All activities within the floodplain are subject to the requirements of Chapter 10 of
the Fort Collins Municipal Code.
3.Any construction activities, nonstructural development (roads, curb_cuts, driveways, sidewalks, trails, vegetation, etc.) in
the regulatory floodway must be preceded by a no_rise certification, which must be prepared by a Professional Engineer
licensed in the State of Colorado.
4.Any work within the mapped Boxelder Creek erosion buffer zone must be preceded by a channel stability analysis
prepared by a Professional Engineer licensed in the State of Colorado.
E. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Drainage Report for Gateway at Prospect dated 08/15/2025 08/15/2025 by Northern
Engineering Services, Inc., shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.
For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to
the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
F. BOXELDER GENERAL NOTES
1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities
prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to
commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the
owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make
repairs. The cost of repairs shall be the responsibility of the Contractor.
2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet
detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to
the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,
ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no
more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the
drawings of record in a three (3) ring binder.
3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and
private property through which the work is done.
4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath
Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply
with any and all requirements and regulations as set forth by City, County, State and Federal agencies having
applicable authority.
5.Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified
48 hours in advance of starting construction or testing to allow for scheduling.
6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is
responsible for obtaining all road permits which may be required.
7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and
installed shall also be accurately documented on the Drawings of Record.
9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on
the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and
larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10.Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line
installation.
11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and
compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth
below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event
that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used
for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in
such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe
before other than hand compaction equipment is to be used. Note maximum trench width detail.
12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling
of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of
optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted.
Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and
locations in accordance with the requirements of the applicable authority or as required in project specific
specifications.
13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any
other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement
will be made in accordance with the requirements of the appropriate governing authority. Private property will be
returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the
drawings.
15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all
times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have
the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set forth in
17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and
Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils
compaction in the area of sewer main construction shall be provided to the District.
18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,
preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance
procedure.
19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of
two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any
defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a
field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the
lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder
Sanitation District.
20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be
provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced
prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete
digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of
all sewer system improvements shall also be submitted with the Drawings of Record.
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
MODIFIED CONNECTOR LOCAL
WITHOUT PARKING STREET E
2.2%
(TYP.)
11
'
T
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3'
B
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7'
B
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9'
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E
A
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M
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69' ROW
42' ROADWAY (FL-FL)
2.2%
(TYP.)
11
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3'
B
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9'
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8.
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5'
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A
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MODIFIED CONNECTOR LOCAL WITH
MODULAR CONCRETE BRIDGE
STREET E
2.0%
(TYP.)
11
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A
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3'
B
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7'
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9'
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E
A
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M
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69' ROW
42' ROADWAY (FL-FL)
2.0%
(TYP.)
11
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T
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3'
B
I
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7'
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7
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7
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7'7'
CONNECTOR LOCAL
STREET B, STREET D,
FUTURE STREET B & FUTURE STREET E
2.2%
(TYP.)
10
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8'
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9'
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63' ROW
36' ROADWAY (FL-FL)
2.2%
(TYP.)
10
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8'
P
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8.
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5'
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COMMERCIAL LOCAL
FUTURE STREET D
2.2%
(TYP.)
10
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A
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3'
P
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B
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9'
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77' ROW
50' ROADWAY (FL-FL)
5'
B
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A
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2.2%
(TYP.)
10
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A
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3'
P
A
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B
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F
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7'
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8.
5
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9'
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5'
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7'
P
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2.0%
(TYP.)
30' PEDESTRIAN & TRAIL ACCESS EASEMENT
FU
T
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1
0
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T
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3'
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4'
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4
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T
H
FUTURE PEDESTRIAN TRAIL
83' FL-FL w/ 8' ATTACHED (SOUTH) AND DETACHED (NORTH) SIDEWALKS
(MODIFIED LCUASS DETAIL 7-2F)
PROSPECT ROAD - ULTIMATE SECTION
(4-LANE ARTERIAL)
8'
WALK
10'
PKWY
12
'
T
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L
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A
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11
'
T
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A
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6'
B
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L
A
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83' ROADWAY (FL-FL)
8'
WALK
115.0' ROW (MIN.)
(VARIES)
3'
B
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A
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E
B
U
F
F
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R
12
'
T
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LEFT TURN MEDIAN
7'
M
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15' UTIL
ESMT
15' UTIL
ESMT
4.0'
GRADE
TIE-IN
MATCH EXISTING
19' CENTER
MEDIAN
WIDTH VARIES w/ DETACHED SIDEWALK ON NORTH SIDE
PROSPECT ROAD - INTERIM SECTION
15' UTIL
ESMT
8'
WALK
10'
PKWY
6'
B
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L
A
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E
12
'
T
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A
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L
L
A
N
E
±72' ROADWAY (FL-EOP)
(WIDTH VARIES)
PROPOSED
HALF ROW (VARIES)
EXISTING
HALF ROW (VARIES)
3'
B
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B
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TIE TO EXISTING
CROWN LOCATION VARIES
1.5% - 4.0%
ST
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03
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EAST LARIMER COUNTY WATER DISTRICT
GENERAL NOTES FOR CONSTRUCTION
Version: 12/2/2021
The following information is condensed from the current "Standard Construction
Specifications for Water Mains" (Specification) as adopted by the East Larimer County
Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any
conflict the full District Specification document shall take precedence over these general
notes.
1.Standards and Specifications: Construction shall be per the District Specifications in effect at the
start of construction. Material or equipment shall be manufactured per the most recent version of
applicable industry standards.
2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of
any construction and as required notify all affected utility companies prior to commencing
construction. Cost of repairs to any utility damaged during District waterline installation shall be
the responsibility of the Contractor.
3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of
all public and private property through which the work is done and shall be fully responsible for all
costs associated with damage to any and all public and private property.
4.Safety: Contractor shall comply with any and all requirements and regulations as set forth by any
local, City, County, State or Federal agency having applicable authority.
5.Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other
plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any
District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes
or shrubs with a mature height of less than 3-ft shall be placed a minimum 5-ft from any District
water line, service line or appurtenance. The District shall have the right to remove any
landscaping that violates this standard, at any time such landscaping is discovered, and shall not
be required to replace the removed landscaping.
6.Design Approval and Construction Start: No construction shall begin without prior design
acceptance from ELCO. District shall be notified 48 hours in advance of starting construction or
testing to allow for scheduling.
7.Permits: Contractor is responsible for obtaining all permits which may be required. For any
permitting where the District must apply for a permit the Contractor shall coordinate, cover the
cost and schedule the permit acquisition with the District.
8.Changes During Construction: No verbal authorization for field revision shall be given. All requests
for such field revision shall be made in writing with the proposed change indicated on a copy of
the signed design drawings. Any field revision approved and installed shall also be accurately
documented on the As-Built Drawings.
9.Materials of Construction:
9.1.Pipe: All water line piping shall be Polyvinyl Chloride (PVC), DR 18 (pressure class 235 psi)
and manufactured in accordance with AWWA Standard C900-16, "Polyvinyl Chloride (PVC)
Pressure Pipe and Fabricated Fitting, 4-inch through 60-inch, ", or most recent version.
9.2.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire,
plastic coated, six hundred (600) volts, taped to top of pipe and surfaced at each hydrant into
a tracer wire box.
9.3.Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket
push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and
machined pipe ends to form a push-on type joint.
9.4.Materials and Installation: All materials installed shall be new and free of manufacturer
defects or damage.
9.5.Pipe Fittings: All fittings shall be ductile iron mechanical joint and manufactured in
accordance with AWWA Standard C153, 250 psi rating. Fittings shall befurnished with fusion
bonded epoxy exterior coating and interior lining. All fitting connections to valves, fire
hydrants or other MJ type connections shall use foster adaptor type connectors.
9.6.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2"
open left operating nut and resilient seat. Butterfly Valves:
9.7.Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA
Standard C504 with mechanical joint, 2" open left operating nut with resilient seat.
9.8.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right
operating nut with epoxy coated shoe.
9.9.Pipe, Valve and Fitting Wrap: All ductile iron fittings, valves, fire hydrant shoes and plugs
shall be poly-wrapped with 8-mil thick polyethylene plastic wrap,double layered, and ends
securely taped prior to backfill. All fitting bolts shall be fluoropolymer coated (‘blue bolt’ type)
with zinc caps installed
10.Bedding: : All pipe 4 inches in diameter and larger shall be bedded in (a) “Squeegee” per CDOT
Section 703 Specifications for Coarse Aggregates No. 8; or (b) “Structural Backfill” per CDOT
Section 703 Specifications forClass 1 structural backfill. Trenches shall be excavated to a depth
below established grade equal to 1/4 of the pipe diameter or 6-inches minimum. Stabilization
material, if needed, shall be crusher run rock conforming to ASTM D448, CDOT Section 703
Specifications for Coarse Aggregates No. 357 or approved equal. Bedding material shall be
placed and compacted under and around sides of the pipe per the pipe manufacturer’s installation
recommendations.
11.Backfill: Backfill of acceptable material shall be placed in ‘lifts’ of uniform horizontal layers not to
exceed 6 inches of compacted depth per lift. A minimum of 18 inches of compacted backfill above
the pipe must be in place before rolling mechanical equipment type compaction is to be used.
Backfill shall be compacted to 95 percent of maximum relative density in roadway areas or per
road authority’s requirements, and 90 percent in fields or non-road locations. Backfill compaction
testing frequency shall be at least one test per 100 lineal feet of pipeline length and at varying
depths and locations in accordance with the requirements of the applicable road authority or
beginning 1.5 feet above top of pipe and at 1-foot increments to grade
12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with foster adaptor type
and/or other mechanical joint restraint in accordance with District Specifications or as required per
engineer’s design. Thrust blocks shall be used only as required per field conditions and as
approved or directed by the District field inspector.
13.Concrete: All concrete construction, including thrust blocks, shall be Portland Cement Conforming
to ASTM C150 type 1/II.
14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years
(according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and
will be replaced to the specified depth by a paving machine.
15.Pipe Cover: Pipe cover of 4-1/2 to 5-1/2 feet over top of pipe shall be maintained throughout the
waterline and service line installation, particularly in areas of new grading and drainage swales.
Maximum allowable cover shall be 6 feet, unless specifically approved by the District.
16.Connection to Existing System: All connections to existing waterlines shall be completed at the
developer's expense.
17.Inspection: The District shall have the authority to assign an inspector who shall inspect, check
and verify that any and all work, including all materials to be incorporated in the work, excavation,
bedding, backfill, testing and all construction methods and practices of the installed facilities is
equal to or better than minimum construction requirements as set forth in the District’s
Specifications.
18.Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance
with District Specifications and under the District's supervision. Upon passing chlorination testing,
bacteriological testing will be completed by a State certified water quality control laboratory.
Copies of all passing test results, including soils compaction in the area of water main
construction, shall be provided to the District.
19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project
work is complete, tested and operational such that the infrastructure is ready to be accepted by
the District. Documentation required prior to issuance of Preliminary Acceptance includes but is
not limited to bacteriological test report, flushing report, hydrotest report, compaction testing
reports with map of test locations, statement of water line installation costs, As-built drawings and
Record Drawings. Following receipt, review and acceptance by the District of these and other
documents as may be required per project specifics, the District will issue Preliminary Acceptance.
20.Project As-Built and Record Drawing Requirements:
20.1.As-Built Drawings are compiled and maintained during construction by the Contractor and
identify, in red ink, on-site changes to the original design. As-Built Drawings shall be
delivered to the District (electronically in PDF format or otherwise as requested by the
District) for acceptance and to the project’s design engineer for creation of Record Drawings.
20.2.Record Drawings are prepared by the project’s design engineer and shall accurately reflect
any change made in the field which varies from the accepted construction plans, as noted in
the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal
and vertical locations of underground utilities and appurtenances. The Contractor’s surveyor
shall survey in all fittings, valves, water service curb stops and other appurtenances so as to
accurately document and create a final set of Record Drawings with water line, fitting and
appurtenance locations that accurately represents the final, installed infrastructure. The
Record Drawings shall be reviewed and accepted by the District prior to Preliminary
Acceptance of the project. Record Drawings are to be delivered to the District in electronic
format as PDF, AutoCAD and (release version to be confirmed with District at time of
submittal).
21.Warranty: The Owner/Developer shall warrant all work associated with the waterline installation
including, but not limited to the materials, installation workmanship and surface restoration for a
period of two (2) years from date of Preliminary Acceptance. During this warranty period the
Owner/Developer shall repair any defects in the work and maintain the work area. At the close of
the two-year warranty period and upon satisfactory correction of any deficiencies noted, the
District shall accept the constructed lines and appurtenances as the sole property and
responsibility of the District.
TYPICAL SECTIONS:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
NOTE:
REFER TO SHEET TS01 FOR TYPICAL
FRONTAGE ROAD CROSS-SECTIONS.
2 %
4:1
2 %2 %
'SL''SR'
12'3'2.5'8'5'2'12' 12'12'3'5'8'5'2'
THRU LANE TURN LANE TURN LANEWALKPARK STRIP
2 %2 %2 %2 %
4:1
STA. 10+90'SR' TO STA. 12+65'SR'
CONCRETE SIDEWALK
(6 INCH)
CONCRETE
CURB & GUTTER-TYPE 2CONCRETE
CURB & GUTTER-TYPE 2
CONCRETE SIDEWALK
(6 INCH)
PAVEMENT STRUCTURE BY OTHERS
THRU LANE TURN LANE
TAPER
PARK STRIP WALKBIKE LANE
1' (TYP)
FRONTAGE ROAD
2 %
4:1
2 %
'SL' / 'NEL''SR' / 'NER'
12' 3'5'8'5'2'1.5'1.5'12'3'5'2.5'8'5'2'
THRU LANE
VAR
MEDIAN
BIKE LANEWALKPARK STRIP
2 %2 %2 %
4:1
STA. 13+48'SR' TO STA. 16+69'SR'
CONCRETE
CURB & GUTTER-TYPE 2
CONCRETE
CURB & GUTTER-TYPE 2 CONCRETE
CURB & GUTTER-TYPE 1 (TYP)PAVEMENT STRUCTURE BY OTHERS
SEE LANDSCAPE PLANS
FOR MEDIAN SURFACE
TREATMENT AND SEE
MEDIAN DETAILS
THRU LANE PARK STRIP WALKBIKE LANE
1' (TYP)
FRONTAGE ROAD
2 %
2 %
2 %
STA. 11+41'NER' TO STA. 15+34'NER'
TOPSOIL (SPECIAL)
2%
X:1
THRU LANEBIKE LANEWALKPARK STRIP
CURB & GUTTER-TYPE 2
PAVEMENT STRUCTURE BY OTHERS
2%2%
X:1
CURB & GUTTER-TYPE 2
PARK STRIP WALKBIKE LANE
1' (TYP)
TURN LANE THRU LANE
FRONTAGE ROAD
STA. 15+34'NER' TO STA. 19+08'NER'
'NEL''NER'
4 %
4 %
4 %
4%
4 %
4%
RO
W
RO
W
RO
W
RO
W
RO
W
RO
W
9' MIN UTILITY
EASEMENT
9' MIN UTILITY
EASEMENTPROPOSED ROW
9' MIN UTILITY
EASEMENT
9' MIN UTILITY
EASEMENTPROPOSED ROW
5'
BIKE LANETURN LANE
2 %
4:1
2 %
'SL''SR'
12'3'2.5'8.0'5'2'24'- 18'12'3'5'2.5'8'5'2'
THRU LANE TURN LANES AND TAPERWALKPARK STRIP
2 %2 %2 %2 %
4:1
STA. 12+65'SR' TO STA. 13+48'SR'
CONCRETE SIDEWALK
(6 INCH)
CONCRTETE
CURB & GUTTER-TYPE 2CONCRETE
CURB & GUTTER-TYPE 2
CONCRETE SIDEWALK
(6 INCH)
PAVEMENT STRUCTURE BY OTHERS
THRU LANE TURN LANE PARK STRIP WALKBIKE LANE
1' (TYP)
FRONTAGE ROAD
2 %
2 %4 %4 %
RO
W
RO
W
9' MIN UTILITY
EASEMENT
9' MIN UTILITY
EASEMENTPROPOSED ROW
5'
BIKE LANETURN LANE
TAPER
2 %
TURN LANE TO
STA. 14+09'SR'
18'-0'
TURN LANE TAPER TO
STA. 15+25'SL'
CONCRETE SIDEWALK
(6 INCH)
CONCRETE SIDEWALK
(6 INCH)
2 %2 %
2%
MAX
2%
MAX
2%
MAX
2%
MAX 2 %
2%
MAX
2%
MAX
CONCRETE SIDEWALK
(6 INCH)CONCRETE SIDEWALK
(6 INCH)
CONCRETE
CURB & GUTTER-TYPE 1 (TYP)
PAVEMENT STRUCTURE BY OTHERS
COMPACTED SUBGRADE
SEE LANDSCAPE PLANS
FOR MEDIAN SURFACE
TREATMENT
18"
18
"
2"
3'
M
I
N
.
4" PERFORATED UNDERDRAIN
WRAPPED WITH FILTER FABRIC
3/4" FILTER ROCK
TOPSOIL SPECIAL
MEDIAN DETAIL A
CONCRETE PAVEMENT (8 INCH)
(DAVIS COLOR OMAHA TAN 5084)
PAVEMENT STRUCTURE
BY OTHERS
COMPACTED SUBGRADE
MEDIAN DETAIL B
6"4"
4"
CONCRETE CURB (SPECIAL)
18
"
10"
10'9.5'2.5'6.5'
PATH CIRCULATORY ROADWAY TRUCK
APRON
MOUNTABLE CURB
(SEE DETAIL)
CONCRETE CURB & GUTTER
TYPE 1 OR 2
(SEE PLAN DETAILS)
2%
PAVEMENT STRUCTURE
BY OTHERS
STA. 10+00'ICD' TO STA. 14+71'ICD'
ROUNDABOUT PARTIAL SECTION
'ICD'
21'
10"
6" MINIMUM
4000 PSI CONCRETE
1%-2%
PARK STRIP
2'
'SE''SW'
'SE''SW'
11'0-11'
0'-11'2.5'11'
'SE' / 'NE''SW' / 'N'
2.5'11'
'NE''N'
5'3'11'2.5'8'5'12'11'3'5'2.5'8'5'2'
2%2%2%
2%
MAX 2%
2%
MAX
CONCRETE PATH
(6 INCH)
9' MIN UTILITY
EASEMENT PROPOSED ROW
9' MIN UTILITY
EASEMENT
2'
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S
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W
BL
BL
BL
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BL
BL
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W
W
W
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V.P.
OWNER:
NORMANDIN
KIM WOWNER:
JORDAN
DAVID W
OWNER:
SILVERTIP
REALTY LLC
OWNER: HIXON
TIMOTHY R
OWNER: 913
SMITHFIELD
LLC
OWNER: R W
PROPERTIES
OWNER:
AMERIGAS
PROPANE LP
OWNER:
SCHNORR
GARY L TRUST
OWNER: CT
ENTERPRISES
LLC
OWNER: 901
HOLDING
COMPANY LLP
OWNER: DAKA
PROPERTIES LLCOWNER: FORNEY
INDUSTRIES INC
OWNER: 3824
CANAL LLC
OWNER: 3800
CANAL DR LLC
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: RASS
HOLDINGS LLC
OWNER:DEAN
ANDREW G
OWNER: BALDWIN
THOMAS
R/JANELLE R
OWNER: CROISSANT
PETER A
OWNER: SLATE
ROBERT STEPHEN
OW
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C
A
N
A
L
LAK
E
C
A
N
A
L
EXISTING PRAIRIE DOG
COLONY DELINEATION
EXISTING 12" ELCO WATERLINE
EXISTING 24" RPM
SANITARY SEWER
(BOXELDER SANITATION)
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODWAY
PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
ACCESS EASEMENT
REC. NO. 97075689
WATER & SANITARY
SEWER EASEMENT
BOOK 2285, PAGE 1162
AERIAL IRRIGATION CROSSING
TO BE REMOVED
AERIAL IRRIGATION CROSSING
TO BE REMOVED
EXISTING GRAVEL
ROAD TO BE REMOVED
EXISTING GRAVEL
ROAD TO BE REMOVED
CONCRETE IRRIGATION DITCH
TO BE REMOVED
EXISTING TREES
TO BE REMOVED
EXISTING TREES
TO BE REMOVED
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EX. TOP OF BANK
EX. TOP OF BANK
EX. TOP OF BANK
FEMA 100-YR
FLOODWAY
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
50' RIGHT OF WAY FOR
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGE 10
50' RIGHT OF WAY FOR
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGE 10
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
20' EASEMENT FOR THE
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGES 19
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING
LAKE CANAL
INVERTED
SIPHON
TIMNATH RESERVOIR INLET
C
A
N
A
L
EXISTING ACCESS ROAD
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
Sheet
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KEYMAP
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PROSPECT RD
IN
T
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S
T
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-
2
5
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
9.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO
THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
10.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
EXISTING CONCRETE TO BE REMOVED
EROSION BUFFER LIMITS BL
EXISTING PRAIRIE DOG COLONY DELINEATION
/ / / / / / / /
/ / / / / / / /
EXISTING ASPHALT TO BE REMOVED/REPLACED
SAWCUT LINE
NATURAL HABITAT BUFFER ZONE
EXISTING WETLANDS
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
NORTH
MATCHLINE - SEE SHEET EX2
EX2
EX1
EX3
EX3
EX4
EXISTING 12"
ELCO WATERLINE
MA
T
C
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L
I
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-
S
E
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S
H
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T
EX
3
EXISTING CITY OF
GREELEY WATERLINE
(BELLVUE LINE 10 60")
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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OHU OHU OHU
OHU
OH
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OH
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OH
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OH
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XXX
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OHE
OHU
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6" W
6" ABDN W
T T T T
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
SS
SS
8" SS 8" SS
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10" SS
10" SS
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27" A
B
D
N
S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
24"
S
S
24"
S
S
E E E E E
/ / / / / / / /
T
W
T
W
W
W
W
W
W
W
W
S
W
W
I
S
W
S
W
SS SS
24
"
S
S
24
"
S
S
8" SS
8" SS
6" A
B
D
N
W
6" ABDN W 6" ABDN W
6" AB
D
N
W
6" ABDN W 6" ABDN W
6" AB
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6" ABDN W 6" ABDN W
W
W
12
"
A
B
D
N
W
ELEC
VAULT
ELEC
X
OHU OHU OHU
/ /
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/ / / / / / / // / / / / / / // / / / / / / /
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X X X X X
X
GAS
GAS
CONTROL
IRR
CONTROL
IRR
VAULT
ELECH2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
F.O.
F.O.
ELEC
ELEC
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
AC
W
W
W
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
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BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
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BL
BL
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BL
BL
BL
BL BL BL
BL
BL
BL
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BL
BL
BL
BL
BL
BL
BL
BL
SS SS SS SS SS
SD
SD
SD
SD
SD
SD
SD
S
H2O
H2O
H2O
W
T
FE S
H2O
W
H2O
H2O
W
ELEC
FE S
VAULT
ELECVAULTELEC
TRAFFICVAULTE
VAULT
ELECTRAFFICVAULT ELEC
H2OHYD
T S T S
T ST S
VAULTELEC
ELEC
FE S
VAULT
ELEC
VAULT
ELEC
S
F E S
D
GGG
X
X
X
X
X
X
X
GGG
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
E
E E
8" W
G
G
G
G
G
W
W
TT
OHU OHU OHU OHU OHU OHU OHU OHU OHU
ST
30" SS S
S
12" W 12" W 12" W
FE S
W
W
H2O
H2O
H2O
H2O
HYD
W
W
ST
ST
ST
12" W 12" W
W
HYD
V.P.
V.P.H2O
12" ABDN W 12" ABDN W
12" ABDN W
12
"
A
B
D
N
W
12
"
A
B
D
N
W
6" W 6" W
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
12" W
12" W
ST
ST
ST
HYD
ST
OWNER:
ANDERSON
KENNTH E &
JULIE ANN
OWNER:
DEADMOND
LARRY L &
NANCY K
OWNER:
CULBERT SON
DAVID M
OWNER: SEA
STAR LIMITED
PARTNERSHIP
OWNER:
DESELMS
ROBERT A &
K DENISE
OWNER: 1303
FRONTAGE
HOLDINGS LLC
EXISTING SANITARY MANHOLE
RIM = 4905.5
INV (W) = 4895.5
INV (S) = 4895.5
EXISTING SANITARY MANHOLE
RIM = 4902.0
INV (N) = 4886.52
INV (W) = 4893.84
INV (S) = 4886.37
20
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
1
2
9
9
,
P
A
G
E
2
0
5
OWNER: GLANZ
THOMAS J/LAURA P
FR
O
N
T
A
G
E
R
O
A
D
//
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BOX
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///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
BOXELDER
ESTATES 2ND
OWNER:
MOODY
MARILYN
JOANNE
OWNER:
WHITE
WESLEY R
ANGELA M
OWNER:
BADE
CARLA M
OWNER:
K AND M
COMPANY
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
EXISTING BOX
CULVERTS
BOXELDER CREEK
100-YEAR OVERFLOW
CHANNEL
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
15
'
W
A
T
E
R
P
I
P
E
L
I
N
E
EA
S
E
M
E
N
T
T
O
E
L
C
O
RE
C
E
P
T
I
O
N
N
O
.
2
0
1
6
0
0
1
8
4
7
3
13
'
U
T
I
L
I
T
Y
&
D
R
A
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E
E
A
S
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P
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N
O
.
2
0
1
6
0
0
1
8
4
7
3
15
'
U
T
I
L
I
T
Y
&
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
TO
T
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C
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Y
O
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L
L
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S
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C
E
P
T
I
O
N
N
O
.
2
0
1
6
0
0
1
8
4
7
3
15
'
W
A
T
E
R
P
I
P
E
L
I
N
E
EA
S
E
M
E
N
T
T
O
E
L
C
O
RE
C
E
P
T
I
O
N
N
O
.
2
0
1
6
0
0
1
8
4
7
3
±41 LF EXISTING
CULVERT TO BE
REMOVED
INTERIM SAWCUT LINE
SEE INTERIM PROSPECT ROAD
DEMOLITION PLAN
//////////////////////////////////////////////////////////////////////
/
/
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/
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/
/
/
//////////////////////////////////
///////
EROSION BUFFER
LIMITS (TYP.)
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
EXISTING GRAVEL
ROAD TO BE REMOVED
EXISTING GRAVEL
ROAD TO BE REMOVED
PROPERTY
BOUNDARY (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING SANITARY MANHOLE
RIM = 4906.4
INV (S) = 4898.3
INV (W) = 4898.4
EXISTING SANITARY MANHOLE
RIM = 4907.7
INV (N) = 4897.2
INV (S) = 4897.2
EXISTING SANITARY MANHOLE
RIM = 4908.7
INV (N) = 4898.0
INV (S) = 4898.0
INV (W) = 4898.1
EXISTING SANITARY MANHOLE
RIM = 4910.7
INV (NE) = 4902.1
INV (S) = 4901.7
INV (NW) 4901.8
EXISTING 24" RPM SANITARY SEWER
(BOXELDER SANITATION)
EXISTING 27" RPM SANITARY SEWER
(BOXELDER SANITATION)
EXISTING 10" CLAY SANITARY SEWER
TO BE ABANDONED TO THE SOUTH
(BOXELDER SANITATION)
EXISTING SANITARY MANHOLE
RIM = 4906.0
INV (N) = 4896.1
INV (E) = 4896.0
EXISTING SANITARY MANHOLE
TO BE ABANDONED IN PLACE
EXISTING ±105 LF 24" ADS
TO BE REMOVED
EXISTING ±1,249 LF FENCE
TO BE REMOVED
EXISTING ±15 LF 24" ADS
TO BE REMOVED
CONTRACTOR TO LOCATE
EXISTING FIELD DRAIN.
REMOVE DRAIN ±150 LF
UPSTREAM OF OUTFALL
AND DAYLIGHT TO POND C.
NOTIFY ENGINEER OF ANY
CONFLICTS.
EXISTING FENCE
TO BE REMOVED
EXISTING SANITARY MANHOLE
RIM = 4905.7
INV (NE) = 4896.6
INV (SW) = 4896.5
EXISTING SANITARY MANHOLE
RIM = 4907.3
INV (N) = 4898.4
INV (SW) = 4898.3
EXISTING INLET
RIM = 4913.5
INV (N) = 4906.1
15" RCP FES
INV = 4904.8
WATERLINE EASEMENT
REC. NO. 97004213
EXISTING SANITARY MANHOLE
RIM = 4911.0
INV (NE) = 4903.8
INV (W) = 4903.7
20' UTILITY EASEMENT
REC. NO. 97004101
EXISTING SANITARY MANHOLE
RIM = 4911.0
INV (N) = 4901.3
INV (S) = 4901.3
EXISTING PRAIRIE DOG
COLONY DELINEATION
EXISTING PRAIRIE DOG
COLONY DELINEATION
EXISTING ±1,473 LF FENCE
TO BE REMOVED
EXISTING STRIPING
TO BE REMOVED
EXISTING
CDOT ROW
EXISTING 12" ELCO WATERLINE
FEMA 100-YR
FLOODPLAIN
EXISTING 12" PVC
ELCO WATERLINE
EXISTING SANITARY MANHOLE
RIM = 4905.5
INV (W) = 4895.5
INV (S) = 4895.5
FEMA 100-YR
FLOODPLAIN
EXISTING 12" ELCO
WATERLINE
EXISTING BOX
CULVERTS
CDOT ROW
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
TO BE VACATED PER PLAT
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
NATURAL HABITAT BUFFER ZONE (NHBZ)
EX. TOP OF BANK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EX. TOP OF BANK
TRAFFIC SIGNAL TO BE RELOCATED PER PLANS BY OTHERS
SAWCUT LINE
CENTERLINE OF GREELEY 27" WATER
PIPELINE (NO. 3), PRESCRIPTIVE EASEMENT
OF SUFFICIENT WIDTH FOR A RIGHT-OF-WAY
FOR AN UNDERGROUND WATER PIPE.
EXISTING 27" RPM SANITARY SEWER (SOUTH)
TO BE ABANDONED IN PLACE
ONCE NEW CONNECTION HAS BEEN ESTABLISHED
EXISTING 27" RPM SANITARY
SEWER (NORTH)
TO BE ABANDONED IN PLACE
ONCE NEW CONNECTION
HAS BEEN ESTABLISHED
EXISTING 27" RPM
SANITARY SEWER
(BOXELDER SANITATION)
EXISTING 80'
ROW
EXISTING 80'
ROW
20' DITCH EASEMENT
BOOK 1230, PAGE 470
30' PERMANENT
UTILITY EASEMENT
REC. NO. 88022711
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
20
'
S
A
N
I
T
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W
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9
P
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2
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10
'
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2
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4
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TO
B
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A
C
A
T
E
D
P
E
R
P
L
A
T
EXISTING ±280 LF 12" WATERLINE TO BE REMOVED
w/ THE CONSTRUCTION OF GATEWAY AT
PROSPECT WATERLINE M
////
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///////////
EXISTING 12" WATER
TO BE ABANDONED
EXISTING 6" WATER
TO BE ABANDONED
EXISTING 8" WATER
TO BE REMOVED
EXISTING CULVERT
TO BE REMOVED
EXISTING 6" WATER
TO BE ABANDONEDEXISTING 30"
SANITARY SEWER
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CHANNEL
IMPROVEMENT
AGREEMENT AND
EASEMENT REC. NO.
20240032720
////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////////////////////////////////////////////////////////////////
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//////////////////////////////////////////////////////////
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/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////
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////////////////////////////////////////////////////////////////
/////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////
//////////////////////
//////////////////////
EXISTING FARM ROAD
TO REMAIN
EX. WATERLINE EASEMENT
REC.NO. 20240040404
EX. 20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
REC. NO. 87032252
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253 EX. 20' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER
DISTRICT REC. NO. 97004213
PROSPECT ROAD
Sheet
GA
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2
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4
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EX2
&
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S
06
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
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/
/
/
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/
/
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/
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/
/
/
/
/
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/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
9.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO
THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
10.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
EXISTING CONCRETE TO BE REMOVED
EROSION BUFFER LIMITS BL
EXISTING PRAIRIE DOG COLONY DELINEATION
/ / / / / / / /
/ / / / / / / /
EXISTING ASPHALT TO BE REMOVED/REPLACED
SAWCUT LINE
NATURAL HABITAT BUFFER ZONE
EXISTING WETLANDS
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
MATCHLINE - SEE SHEET EX1
EX2
EX1
EX3
EX3
EX4
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
EX
3
12" PVC WATERLINE PER
GATEWAY AT PROSPECT
WATERLINE M
W W
W
W
W
W
W W
X
X
XXXXXX
X
X
X
X
OHEOHE
10" SS
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10" SS 10" SS
OWNER:
DESELMS
ROBERT A &
K DENISE
KENWOOD DRIVE
BOXELDER DRIVE
OWNER:
SOUKUP REED
M/CATHARINE K
OWNER:
SMITH LOIS H
OWNER:
SMITH
MACKENIE
OWNER:
SULLIVAN
SHERI SUE
COOPERSLEW
OPENSPACE
ASSN
OWNER: BACA
DAVID/LUCIE I
OWNER: GRIEGO
PATRICIA J TRUST
OWNER:
RAINSBERGER
NICHOLAS
J/KAITLIN
OWNER:
SECOR
RAYMOND D/
ANN D
OWNER:
ROGERS ROY
D/ SHARON S
OWNER: OAKES
FAMILY TRUST
OWNER: FOGG DENNIS
DEAN REVOCABLE TRUST
EXISTING SANITARY MANHOLE
RIM = 4906.4
INV (S) = 4898.3
INV (W) = 4898.4
EXISTING SANITARY MANHOLE
RIM = 4908.7
INV (N) = 4898.0
INV (S) = 4898.0
INV (W) = 4898.1
EXISTING 10" CLAY SANITARY SEWER
TO BE ABANDONED TO THE SOUTH
(BOXELDER SANITATION)
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPERTY
BOUNDARY (TYP.)
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPERTY
BOUNDARY (TYP.)
EXISTING WETLANDS
20' SANITARY SEWER EASEMENT
REC. NO. 87032252
EXISTING
GRAVEL
ROAD
EXISTING 10"
SANITARY SEWER
(BOXELDER
SANITATION)
W W W
W
W W
W
W
X
OHU OHU
OHU
OHU
OH
U
OHU
OHU
OHU
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
W
SS
W
SS
OW
N
E
R
:
S
H
E
A
F
O
R
SH
E
R
Y
L
OW
N
E
R
:
B
E
I
T
Z
MA
Y
N
A
R
D
L/
C
A
L
I
S
T
A
K
SURREY LANE
SH
E
R
R
Y
D
R
I
V
E
E LOCUST STREET
COOPERSLEW
OPENSPACE
ASSN
OWNER: MCNEAL
STEPHEN W
OWNER:
GEILENKIRCHEN GLEN J
OWNER: WERTH
GAIL R
OWNER: LUNDE
ERIK / LUCILE
OWNER: STREIT C
J FAMILY TRUST
OWNER: POOR
MARY S/ JOHN A
SCHROYER
STEVEN R/ KELLY L
AERIAL IRRIGATION CROSSING
TO BE REMOVED
20' SANITARY SEWER EASEMENT
REC. NO. 87032252
20' EASEMENT FOR THE
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGES 19
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING
GRAVEL
ROAD
TIMNATH RESERVOIR INLET
C
A
N
A
L
EXISTING 10"
SANITARY SEWER
(BOXELDER
SANITATION)
Sheet
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i
n
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l
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P
S
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o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
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p
i
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.
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o
m
97
0
.
2
2
1
.
4
1
5
8
EX3
&
D
E
M
O
L
I
T
I
O
N
P
L
A
N
OV
E
R
A
L
L
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
07
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
9.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO
THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
10.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
EXISTING CONCRETE TO BE REMOVED
EROSION BUFFER LIMITS BL
EXISTING PRAIRIE DOG COLONY DELINEATION
/ / / / / / / /
/ / / / / / / /
EXISTING ASPHALT TO BE REMOVED/REPLACED
SAWCUT LINE
NATURAL HABITAT BUFFER ZONE
EXISTING WETLANDS
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
NORTH
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
EX
1
EX2
EX1
EX3
EX3
EX4
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
EX
2
MATCHLINE - SEE LOWER LEFT
MATCHLINE - SEE UPPER RIGHT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
W
W
6" W
WW
W
X
X
X
X
X
X
OH
E
OH
E
OH
U
OH
U
OHU
/ /
/
/
/
/
/
/
6" W 6" W 6" W 6" W 6" W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W
T T
T
T T T T T T T T T T
T
T
SS SS SS SS
SS
SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
10
"
S
S
10
"
S
S
E E E E E E E E E E E E E E E E
T
W W
W
SS SS SS
6" ABDN W 6" ABDN W
OHU OHU OHU OHU OHU
OH
U
OH
U
/ / / / / / / // / / / / / / /
/
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
CONTROL
IRR
W
SD
SD
SD
SD
SD
SD
SD
S
H2O
H2O
H2O
W
S
GGGGGGGG
GGG
G
XXX
X
X
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
ST
30
"
S
S
30
"
S
S
30" SS 30" SS 30" SS 30" SS
30
"
S
S
30
"
S
S
S
S
12" W 12" W 12" W
6"
A
B
D
N
W
12" W 12" W 12" W 12" W 12" W 12" W 12" W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
HYD
OWNER:
K AND M
COMPANY
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
PROSPECT ROAD
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////
EXISTING STRIPING
TO BE REMOVED
REMOVE ±190 LF
EXISTING 6" AC WATER (ELCO)
EXISTING 6" WATER (ELCO)
TO BE ABANDONED IN PLACE
EXISTING STRIPING
(TYP.)
EXISTING BOX CULVERTS
FEMA 100-YR
FLOODWAY
EXISTING WETLANDS
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING SUBDRAIN
TO REMAIN
EXISTING GASLINE
TO REMAIN
EXISTING 12"
WATER (ELCO)
EXISTING 8" ABANDONED
SANITARY SEWER TO BE REMOVED
(BOXELDER)
EXISTING 30" SANITARY
SEWER (BOXELDER
SANITATION DISTRICT)
PROPOSED
SAWCUT LINE
EXISTING EOP
EXISTING 10" SANITARY SEWER
TO BE ABANDONED (BOXELDER)
EXISTING CULVERT
TO BE REMOVED
EXISTING 6"
WATER (ELCO)
EXISTING CULVERT
TO BE REMOVED
EXISTING
STRIPING (TYP.)
EXISTING 8" SANITARY SEWER
(BOXELDER)
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
EXISTING OVERHEAD
UTILITIES TO BE
UNDERGROUNDED
POLES TO BE REMOVED
20
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
O
K
1
2
9
9
,
P
A
G
E
2
0
5
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
15' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160018473
EXISTING ABANDONED
SANITARY SEWER (BOXELDER)
EXISTING EOP
EXISTING EOP
EXISTING CROWN
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/
/
/
/
/
/
/
/
X X X X X X
OHU OHU
OHU
OHU
/ / / /
/
/
/
/
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWW
W
W
X
X
X
X
X
XXXX
X
OH
E
OH
E
/ /
/
/
/
/
/
/
T
T
SS
SS
SS SS SS
27" SS
27
"
S
S
E E E E E
/ / / / / / / /
/ / /
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/W
S
S
S
SS SS SS SS SS SS SS SS SS
8" A
B
D
N
W
6" A
B
D
N
W
6" A
B
D
N
W
6" A
B
D
N
W
6" A
B
D
N
W
6" ABDN W 6" ABDN W 6" ABDN W
6" ABDN W 6" ABDN W
6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W
6" ABDN W 6" ABDN W
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
CONTROL
VAULT
ELEC
H2O
H2O
H2O
H2O
H2O
ELEC
ELEC
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
W
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
SS SS SS SS SS SS SS SS SS SS
T
FE S
W
H2O
W
ELEC
FE S
VAULT
ELECVAULT
ELEC
TRAFFIC
VAULTE
VAULT
ELECTRAFFIC
VAULT ELEC
H2OHYD
T S T S
T ST S
VAULT
ELEC
ELEC
XXX
XXXXX
E E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
E
12" W 12" W
8" W
8" W
G
G G G
G
G
G G G G G
G
G
G
G
G
G
WWWWW
T
TTTTT
T
T
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
ST ST
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" ABDN W 12" ABDN W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / /
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
OHU
OHU
EXISTING STRIPING
(TYP.)
EXISTING
STRIPING
(TYP.)
FR
O
N
T
A
G
E
R
O
A
D
EXISTING EOP
TRAFFIC SIGNAL TO BE RELOCATED
PER PLANS BY OTHERS
PROSPECT ROAD
REST AREA
ACCESS ROAD
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////
/////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////
PROPOSED
SAWCUT LINE EXISTING STRIPING
TO BE REMOVED
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////////////////////////////////////////////
EXISTING
CROWN
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING 12"
WATER (ELCO)EXISTING 12"
WATER (ELCO)
///////////////////////////////////////////////////////
REMOVE ±188 LF
EXISTING 8" WATER (ELCO)
EXISTING 6" WATER (ELCO)
TO BE ABANDONED IN PLACE
EXISTING 6" WATER (ELCO)
TO BE ABANDONED IN PLACE
EXISTING STRIPING
TO BE REMOVED
EXISTING STRIPING
TO BE REMOVED
EXISTING 8" SANITARY SEWER
(BOXELDER)
EXISTING SIGN
TO BE REMOVED
EXISTING WETLANDS
EXISTING 27" RPM SANITARY
SEWER (NORTH)
TO BE ABANDONED IN PLACE
ONCE NEW CONNECTION
HAS BEEN ESTABLISHED
(BOXELDER)
EXISTING CULVERT
TO BE REMOVED
//////////////////////
EXISTING OVERHEAD
UTILITIES TO BE
UNDERGROUNDED
POLES TO BE REMOVED
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
EXISTING BOX
CULVERTS
EXISTING 27" WATERLINE
(CITY OF GREELEY)
10' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160018473
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
EXISTING
EOP
EXISTING
EOP
EXISTING EOP
EXISTING
TRAFFIC
SIGNAL
EXISTING
TRAFFIC
SIGNAL
EXISTING
CULVERT
EXISTING 6" WATER (ELCO)
TO BE ABANDONED IN PLACE
EXISTING 8" SANITARY SEWER
(BOXELDER)
EXISTING STRIPING
TO BE REMOVED
EXISTING
FH
EXISTING SIGN
TO BE REMOVED
////////////////////////////////////////////////
///////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////
EXISTING
STRIPING
TO BE REMOVED
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X X X X X X X X X X X
OHU OHU OHU OHU OHU OHU OHU
OHU
OHU OHU
OHU OHU
OHU
OHU
OHU
XXXXXXXXXX
W
6" A
B
D
N
W
6" A
B
D
N
W
6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W
6" AB
D
N
W
6" AB
D
N
W
6" AB
D
N
W
6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W
6" AB
D
N
W
6" AB
D
N
W
SS SS SS SS SS SS SS SS SS
12" ABDN W 12" ABDN W 12" ABDN W 12" ABDN W 12" ABDN W
12" ABDN W
12" ABDN W
12" ABDN W
12" ABDN W
12" ABDN W
12" ABDN W
12" ABDN W
ST
ST
ST
ST
OHU
OHU
OHU
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
PROSPECT ROAD
EXISTING STRIPING
TO BE REMOVED
EXISTING
SANITARY SEWER
EXISTING EOP
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////
PROPOSED
SAWCUT LINE
EXISTING 8" WATER (ELCO)
TO BE ABANDONED IN PLACE
EXISTING EOP EXISTING STORM DRAIN
EXISTING CULVERT
EXISTING
CURB & GUTTER
EXISTING
CURB & GUTTER
EXISTING 6' SIDEWALK
EXISTING 6' SIDEWALK
EXISTING FENCE
TO BE REMOVED
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////
EXISTING 8" WATER (ELCO)
TO BE ABANDONED IN PLACE EXISTING
STRIPING
(TYP.)
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
EX4
&
D
E
M
O
L
I
T
I
O
N
P
L
A
N
PR
O
S
P
E
C
T
R
O
A
D
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
08
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
9.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO
THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
10.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
EXISTING CONCRETE TO BE REMOVED
EROSION BUFFER LIMITS BL
EXISTING PRAIRIE DOG COLONY DELINEATION
/ / / / / / / /
/ / / / / / / /
EXISTING ASPHALT TO BE REMOVED/REPLACED
SAWCUT LINE
NATURAL HABITAT BUFFER ZONE
EXISTING WETLANDS
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
NORTH
EX2
EX1
EX3
EX3
EX4
MA
T
C
H
L
I
N
E
-
S
E
E
M
I
D
D
L
E
L
E
F
T
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
L
E
F
T
MA
T
C
H
L
I
N
E
-
S
E
E
M
I
D
D
L
E
R
I
G
H
T
MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
R
I
G
H
T
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
WW
W
W
W
W
W
W
WWW
W
W
W
X
X
X
X
X
X
X
X
XXXX
XXXXXXXXXXXXXX
X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
XX X
OHU
OHU
OHU
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OH
U
OHU
OHU
OHU
OHU OHU
OHU
OHU
XX
SS
SS
SS
SS
SS
10
"
S
S
10
"
S
S
27
"
S
S
24" S
S
24" S
S
24" S
S
24" S
S
24" S
S
24" S
S
T
TT
T
W
S
W
W
S
W
W
S
W
W
W
S
W
W
WS
W
W
W
SS
24
"
S
S
SS
SS
SS
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
W
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
H2O
W
W
W
W
V.P.
12" W
12" W
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
C
C
OWNER:
NORMANDIN
KIM W
OWNER:
JORDAN
DAVID W
OWNER:
SILVERTIP
REALTY LLC
OWNER: HIXON
TIMOTHY R
OWNER: 913
SMITHFIELD
LLC
OWNER: R W
PROPERTIES
OWNER:
AMERIGAS
PROPANE LP
OWNER:
SCHNORR
GARY L TRUST
OWNER: CT
ENTERPRISES
LLC
OWNER: 3824
CANAL LLC
OWNER: 3800
CANAL DR LLC
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: RASS
HOLDINGS LLC
OWN
E
R
:
D
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A
N
AND
R
E
W
G
OWN
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R
:
B
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W
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THO
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OWN
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R
:
C
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PETE
R
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OWN
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R
:
S
L
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ROB
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OW
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R
:
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R
:
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:
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M/SH
A
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M
OWN
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G
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/
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OWNER: TECHNICAL
MOLDED PRODUCTS INC.
OWNER: US
MODULAR
SALES CO
OWNER:
AMERIGAS
PROPANE LP
CAN
A
L
D
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I
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E
SM
I
T
H
F
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L
D
D
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K
T
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N
A
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N
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E
SH
E
R
R
Y
D
R
I
V
E
EAST
L
O
C
U
S
T
STRE
E
T
PLEA
S
A
N
T
ACR
E
S
D
R
I
V
E
PROPOSED IRRIGATION STORAGE POND
130,000 S.F.
LAKE CA
N
A
L
TIMNATH
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
BO
X
E
L
D
E
R
C
R
E
E
K
FUTURE C
O
O
P
E
R
S
L
O
U
G
H
D
R
A
I
N
A
G
E
C
H
A
N
N
E
L
LAK
E
C
A
N
A
L
30' (TYP.)
B
B
LOWER & ENCASE
WATER LINE WITH COOPER
SLOUGH PROJECT
(ELCO)
ENCASE AND INSULATE
SANITARY SEWER WITH
COOPER SLOUGH PROJECT
(BOXELDER SANITATION)
PROPOSED DITCH
ACCESS ROAD
EXISTING DITCH
ACCESS ROADS
PROPOSED DITCH
ACCESS ROAD
(3) 3'x15' BOX CULVERTS TO BE BUILT
BY FORT COLLINS (COOPER SLOUGH
PROJECT BY CITY OF FORT COLLINS)
- NOT A PART OF THIS PROJECT -
AERIAL NON-POTABLE CROSSING
OF THE COOPER SLOUGH
EXISTING 60" WATER
(CITY OF GREELEY)
POUDRE INTAKE PIPELINE
BY OTHERS (NISP)
POUDRE INTAKE PIPELINE
DESIGN BY OTHERS (NISP)
PROPOSED
NON-POTABLE WATER
DIRECT BORE CROSSING
OF THE CAHCE LA POUDRE
RESERVOIR DITCH NO. 2
FUTURE
REGIONAL TRAIL
FUTURE
REGIONAL TRAIL
(BY OTHERS)
EXISTING 12"
WATER (ELCO)
EXISTING 24" SANITARY SEWER
(BOXELDER SANITATION)
EXISTING DITCH
ACCESS ROAD
PROPOSED NEW
HEADGATE AND
PUMP
NON-POTABLE PIPELINE TO BE INSTALLED
IN EXISTING IRRIGATION DITCH
- NOT A PART OF THIS PROJECT -
PROPOSED DITCH
ACCESS ROAD
PROPOSED DITCH
ACCESS ROAD
PROPOSED DITCH
ACCESS ROAD
PROPOSED DITCH
ACCESS ROAD
PROPOSED
IRRIGATION PIPE
FROM NEW
HEADGATE ON
LAKE CANAL
A
A
0.1%
0.1%
0.1%
0.1%
0.2%
0.2%
7:1 4:1
7:1
6:1
4:
1
4:
14:1
TRACT B
FUTURE
DEVELOPMENT
TRACT A
OPEN SPACE
DE
FUTURE PEDESTRIAN
CROSSING BY OTHERS
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
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T
Th
e
s
e
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s
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s
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t
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an
d
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s
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f
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an
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t
y
p
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o
f
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o
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t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
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a
P
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o
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e
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p
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.
NO
T
F
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C
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S
T
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I
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S
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of 168
AR
I
Z
O
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A
|
C
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L
O
R
A
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O
ep
s
g
r
o
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p
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.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
OA1
UL
T
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M
A
T
E
C
O
N
D
I
T
I
O
N
E
X
H
I
B
I
T
OV
E
R
A
L
L
T
R
A
C
T
A
09
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
OA1
SWALE SECTIONS
SWALE SUMMARY TABLE
EXISTING WATER MAIN
PROPOSED WATER MAIN
LEGEND:
EXISTING SANITARY SEWER
W
SS
PROPOSED NON-POTABLE NP
POUDRE INTAKE PIPELINE (NISP)NP
PROPOSED DITCH ACCESS ROAD
PROPOSED REGIONAL TRAIL
30' TYP. CROSS-SECTION
EXISTING DITCH ACCESS ROAD
10' TYP. CROSS-SECTION
NATURAL HABITAT BUFFER ZONE
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING CONTOUR
PROPOSED CONTOUR
NOTE: ALL FUTURE CONSTRUCTION PROJECTS INCLUDING NISP, FORT
COLLINS COOPER SLOUGH AND FORT COLLINS TRAIL TO BE
COORDINATED WITH EXISTING UTILITIES WITHIN TRACT A. EXISTING
UTILITIES TO BE COORDINATED WITH INCLUDE ELCO, BOXELDER
SANITATION AND GATEWAY NON-POT.
EXHIBIT PROVIDED TO MONUMENT COORDINATION
BETWEEN STAKEHOLDER AND INTERESTED
PARTIES FOR FUTURE IMPROVEMENTS IN TRACT A.
FOR REFERENCE ONLY. NOT FOR CONSTRUCTION.
12" W 12" W 12" W
NP
NP
NISP
NISP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NI
S
P
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NIS
P
NISP
NIS
P
NIS
P
NIS
P
NIS
P
NISP
NISP
NISP
NIS
P
NIS
P
NIS
P
NIS
P
NISP NISP
NISP
NISP
NIS
P
NIS
P
NP
NP
NP
NP
NP
NP
NP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
XX
X
OHU
OHU
OHU
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
XX
SS
SS
SS
SS
SS
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
T
TT
T
S
FO
S
W
S
W
W
S
W
W
W
S
W
W
W
S
W
FO
W
W
24
"
S
S
SS
SS
SS
24
"
S
S
24" S
S
24" S
S
H2O
H2O
H2O
H2O
H2O
H2O
H2O
W
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
W
W
W
W
V.P.
TRACT B
FUTURE
DEVELOPMENT
OWNER:
NORMANDIN
KIM WOWNER:
JORDAN
DAVID W
OWNER:
SILVERTIP
REALTY LLC
OWNER: HIXON
TIMOTHY R
OWNER: 913
SMITHFIELD
LLC
OWNER: R W
PROPERTIES
OWNER:
AMERIGAS
PROPANE LP
OWNER:
SCHNORR
GARY L TRUST
OWNER: CT
ENTERPRISES
LLC
OWNER: 901
HOLDING
COMPANY LLP
OWNER: DAKA
PROPERTIES LLC
OWNER: FORNEY
INDUSTRIES INC
OWNER: 3824
CANAL LLC
OWNER: 3800
CANAL DR LLC
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: RASS
HOLDINGS LLC
OWNER:DEAN
ANDREW G
OWNER: BALDWIN
THOMAS
R/JANELLE R
OWNER: CROISSANT
PETER A
OWNER: SLATE
ROBERT STEPHEN
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OWNER: SLATE
ROBERT STEPHEN
OWNER: MARTINEZ
RONALD A/LINDA
M/SHANE M
OWNER: GONZALES
THOMAS
M/CAROLINA G
OWNER: KOVAR
KENNETH L/LINDA L
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
OWNER: ABRAMS
LOUIS BROWN
REVOCABLE
OWNER:
STOCKTON LLC
OWNER: US
MOBILE MODULAR
OWNER: US
MODULAR
SALES CO
OWNER:
AMERIGAS
PROPANE LP
CA
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EAST LOCUST
STREET
PLEASANT
ACRES DRIVE
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
50' RIGHT OF WAY FOR
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGE 10
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
IRRIGATION POND
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
EXISTING OVERHEAD
UTILITIES
EXISTING 18" RCP
STORM DRAIN
EXISTING CITY OF
GREELEY WATER LINE
(BELLVUE LINE 10 60")
WEST QUARTER CORNER
SECTION 16, T.7N., R.68W.
ACCESS EASEMENT
REC. NO. 97075689
REUSE EXISTING
DITCH CROSSING
INTAKE & PUMP HOUSE
DESIGN BY OTHERS
FUTURE NISP
ALIGNMENT (BY OTHERS)
EXISTING GRAVEL
ACCESS ROAD
NATURAL HABITAT
BUFFER ZONE (NHBZ)
NATURAL HABITAT
BUFFER ZONE (NHBZ)
FUTURE NISP
ALIGNMENT (BY OTHERS)
PROPOSED RELOCATED
ACCESS ROAD
PROPOSED RELOCATED
ACCESS ROAD
EXISTING TOP OF BANK
EXISTING TOP OF BANK
TEMPORARY
FIRE HYDRANT
NON-POTABLE LINE B
SEE SHEET NP3
NON-POTABLE LINE A
SEE SHEET NP1
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
30' PEDESTRIAN
ACCESS& TRAIL
EASEMENT
40' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
40' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
TRACT A
OPEN SPACE
DE
EXISTING 12" WATERLINE
CITY OF FORT
COLLINS MAINTAINED
LAKE CANAL INLET &
INVERTED SIPHON
50' LAKE CANAL/BOXELDER CREEK
ACCESS & MAINTENANCE EASEMENT
LAKE CANAL/BOXELDER
CREEK ACCESS &
MAINTENANCE EASEMENT
EXISTING CITY OF FORT COLLINS
ACCESS TO CANAL INLET AND
INVERTED SIPHON TO BE MAINTAINED
FR
O
N
T
A
G
E
R
O
A
D
20' EASEMENT
FOR THE
CACHE LA
POUDRE
RESERVOIR
BOOK 1338,
PAGE 19
50' RIGHT OF WAY
FOR CACHE LA
POUDRE RESERVOIR
BOOK 1338, PAGE 10
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
WATER LINE L
SEE SHEET WT7
NON-POTABLE LINE E
SEE SHEET NP5
50 LF OF PIPE INSULATION.
SEE SHEET XS11
OR INFORMATION
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EXISTING
FARM ROAD
TRACT C
FUTURE
DEVELOPMENT
Sheet
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10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
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/
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PROSPECT RD
IN
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-
2
5
OU1
OU2
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE
TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
11.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS,
CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY
MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
14.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF COLORADO.
15.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
16.EASEMENTS NOTED TO BE DEDICATED TO EAST LARIMER COUNTY WATER DISTRICT AND
BOXELDER SANITATION DISTRICT HEREIN ARE TO BE DEDICATED BY SEPARATE DOCUMENT
PRIOR TO PLAT RECORDING.
EXISTING LOT LINE
EASEMENT LINE
27" SS
12" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
MATCHLINE - SEE SHEET OU2
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
IN
T
E
R
S
T
A
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E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
27" SS
8" SS
30
"
S
S
30
"
S
S
30
"
S
S
30
"
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S
30
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30
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30
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27" SS 27" SS 27" SS 27" SS
27"
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27" SS
27"
S
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12
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12
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W
12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W
12" W
NP
12
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W
NP
NP
NP
NP
NP
NP
NP
NP
NP
12"
W
12"
W
12
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W
12
"
W
12
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W
12
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W
NIS
P
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P
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12
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12
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12
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12" W
12" W
12" W
12" W
12" W
12" W
WAY 2
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21
WAY 1321
WAY 33
21
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1
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X X X X
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OHU OHU OHU OHU
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/ / / / / / / /
/ / / / / / / /
/ / / /
/
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XX
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T T T T
OH
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SS
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10
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10
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10
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10
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10
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27
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A
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27" S
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27" S
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27" S
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27" S
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27
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27
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27
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/ / / / / / / /
T
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W
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W
S
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SS SS
24
"
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8" SS
ELEC
VAULT
ELEC
X
OHU OHU OHU
/ /
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / /
GAS
GAS
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
H2O
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H2O
H2O
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H2O
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F.O.
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ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
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AC
W
W
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BL
BL
BL
BL
BL
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BL
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BL
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BL
BL
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BL BL BL
BL
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SS SS SS SS SS
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30" SS S
S
12" W 12" W 12" W
FE S
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W
W
ST
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12" W 12" W
W
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V.P.
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H2O
6" W 6" W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
12" W
12" W
ST
ST
ST
ST
T ST S
TRACT H
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
TRACT F
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
OWNER:
ANDERSON
KENNTH E &
JULIE ANN
OWNER:
DEADMOND
LARRY L &
NANCY K
OWNER: SEA
STAR LIMITED
PARTNERSHIP
OWNER:
DESELMS
ROBERT A &
K DENISE
OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER: GLANZ
THOMAS J/LAURA P
OWNER:
MOODY
MARILYN
JOANNE
OWNER:
WHITE
WESLEY R
ANGELA M
OWNER:
BADE
CARLA M
OWNER:
K AND M
COMPANY
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
BOXELDER CREEK
BO
X
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L
D
E
R
C
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E
E
K
PROSPECT ROAD
FR
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A
D
ST
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T
B
STREET D
STR
E
E
T
E
FRONTAGE ROAD
SW
FRONTAGE
ROAD
76' R.O.W.
9' UTILITY
EASEMENT (TYP.)
63' R.O.W
9' UTILITY
EASEMENT (TYP.)
69' R.O.W
9' UTILITY
EASEMENT (TYP.)
80' R.O.W
FUTURE
77' R.O.W
FUTURE 9' UTILITY
EASEMENT (TYP.)
FU
T
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2
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0
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0
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M
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T
REC.
N
O
.
8
8
0
2
2
7
1
1
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
10
'
W
A
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0
1
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8
4
7
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15
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0
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6
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0
1
8
4
7
3
15
'
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N
O
.
2
0
1
6
0
0
1
8
4
7
3
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
15' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160018473
13' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
TIE TO EXISTING
ELCO WATERLINE
TRACT J
OPEN SPACE
DE
TRACT E
OPEN SPACE
DE
SANITARY LINE A2
SEE SHEET SS3
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A
SEE SHEET SS2
SANITARY LINE A6
SEE SHEET SS3
SANITARY LINE A10
SEE SHEET SS3
SANITARY LINE A
SEE SHEET SS2WATER LINE A
SEE SHEET WT1
WATER LINE A
SEE SHEET WT2
WATER LINE A
SEE SHEET WT3
WATER LINE A
SEE SHEET WT3
WATER LINE B
SEE SHEET WT4
STORM DRAIN B
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN K
SEE SHEET ST6
STORM DRAIN L
SEE SHEET ST6
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN H
SEE SHEET ST5
TIE TO EXISTING BOXELDER
SANITARY SEWER
PROPOSED 30" PVC
SANITARY SEWER
PROPOSED 12" PVC
WATER LINE
PROPOSED 27" PVC
SANITARY SEWER
PROPOSED 12" PVC
WATER LINE
TEMP FIRE HYDRANT
TEMP FIRE
HYDRANTTEMP FIRE HYDRANT
PROPOSED FIRE
HYDRANT
TEMPORARY
FIRE HYDRANT
TEMPORARY
FIRE HYDRANT
APPROXIMATE LOCATION
EXISTING 27" WATERLINE
(CITY OF GREELEY)
EXISTING 24" RPM SANITARY SEWER
(BOXELDER SANITATION)
EXISTING 27" RPM SANITARY SEWER
(BOXELDER SANITATION)
ABANDONED 27" RPM SANITARY SEWER
(BOXELDER SANITATION)
PROPOSED TEMP
FIRE HYDRANT
PROPOSED 12" PVC
WATER LINE
ABANDONED 10"
SANITARY SEWER
PROPOSED
STORM OUFALL
PROPOSED
STORM DRAIN
OUTFALL
FUTURE
STORM DRAIN
FUTURE STORM
DRAIN
FUTURE STORM
DRAIN
PROPOSED
STORM DRAIN
OUTFALL
PROPOSED
12" WATER LINE
BOXELDER
CREEK
PROPOSED
STORM DRAIN
OUTFALL
SOUTH QUARTER CORNER
SECTION 16, T.7N., R.68W.
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING 12"
ELCO WATERLINE
PROPOSED
DRAINAGE
EASEMENT
CDOT ROW
CDOT ROW
PROPOSED
DRAINAGE
EASEMENT
BRIDGE
DESIGN BY OTHERS
INSTALL MANHOLE
ABANDON SEWER NORTH
OF NEW MANHOLE
TIE TO EXISTING 27" SANITARY
SEWER. ABANDON SEWER SOUTH
OF PROPOSED MANHOLE
PROPOSED
STORM DRAIN
OUTFALL
EX. TOP OF BANK
TEMPORARY
FIRE HYDRANT
NATURAL HABITAT
BUFFER ZONE (NHBZ)
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EX. TOP OF BANK
TEMPORARY
FIRE HYDRANT
PROPOSED
DRAINAGE
EASEMENT
PROPOSED
DRAINAGE
EASEMENT
STORM DRAIN C2
SEE SHEET ST3
PROPOSED
STORM DRAIN
OUTFALL
STORM DRAIN I
SEE SHEET ST5
STORM DRAIN J
SEE SHEET ST5
NON-POTABLE LINE B
SEE SHEET NP2
NON-POTABLE LINE C
SEE SHEET NP4
CENTERLINE OF GREELEY 27" WATER PIPELINE (NO. 3),
PRESCRIPTIVE EASEMENT OF SUFFICIENT WIDTH FOR A
RIGHT-OF-WAY FOR AN UNDERGROUND WATER PIPE.
TRACT G
OPEN SPACE
30' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION
DISTRICT
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
40
'
C
I
T
Y
O
F
G
R
E
E
L
E
Y
WA
T
E
R
L
I
N
E
E
A
S
E
M
E
N
T
RE
C
.
N
O
.
2
0
0
6
0
0
4
4
7
2
0
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
30' UTILITY EASEMENT
REC. NO. 97004101
30' PEDESTRIAN
ACCESS & TRAIL
EASEMENT
35' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
EX. 30' WATERLINE EASEMENT
REC. NO. 20240040404
DRAINAGE EASEMENT
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
EXISTING 12"
ELCO WATERLINE
FIRE HYDRANT
WATER LINE D
SEE SHEET WT7
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
STORM DRAIN F
SEE SHEET ST4
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
TRACT I
OPEN SPACE
DE
TRACT D
FUTURE
DEVELOPMENT
BOXELDER CREEK NATURAL
HABITAT BUFFER ZONE (NHBZ)
STORM DRAIN D
SEE SHEET ST3
12" PVC WATERLINE
PER GATEWAY AT
PROSPECT
WATERLINE MSTORM DRAIN LINE N
SEE SHEET ST7
STORM DRAIN O
SEE SHEET ST7
STORM DRAIN E
SEE SHEET ST4
PROPOSED TEMP
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
WATER LINE I
SEE SHEET WT7
WATER LINE E
SEE SHEET WT8
WATER LINE H
SEE SHEET WT8
STORM DRAIN C6
SEE SHEET ST2STORM DRAIN C
SEE SHEET ST2
SANITARY LINE B
SEE SHEET SS4
WATER LINE B
SEE SHEET WT5
WATER LINE C
SEE SHEET WT6
WATER LINE J
SEE SHEET WT9
EXISTING
SUBDRAIN
CONNECT TO EXISTING
12" ELCO WATERCONNECT TO EXISTING
12" ELCO WATER
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
30' PEDESTRIAN
ACCESS AND TRAIL
EASEMENT
BOXELDER
CHANNEL
IMPROVEMENT
AGREEMENT AND
EASEMENT REC.
NO. 20240032720
20' SANITARY SEWER EASEMENT TO
BOXELDER SANITATION DISTRICT
BOOK 1299, PAGE 205
WATER LINE L
SEE SHEET WT7
WATER LINE K
SEE SHEET WT9
NONPOTABLE LINE D
SEE SHEET NP4
SUBDRAIN A
SEE SHEET SD1
WATER LINE G
SEE SHEET WT8
WATER LINE F
SEE SHEET WT8
SANITARY LINE A6W
SEE SHEET SS4
STORM DRAIN M
SEE SHEET ST6
POND B SUBDRAIN
SEE SHEET SD4 SANITARY LINE A10W
SEE SHEET SS3
SUBDRAIN A
SEE SHEET SD1
POND F SUBDRAIN
SEE SHEET SD5
POND G SUBDRAIN
SEE SHEET SD5
SUBDRAIN H
SEE SHEET SD3
POND I SUBDRAIN
SEE SHEET SD3
POND E
SEE SHEET SD4
POND C SUBDRAIN
SEE SHEET SD3
POND D SUBDRAIN
SEE SHEET SD4
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER
DISTRICT REC. NO. 97004213
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
EXISTING
FARM ROAD
20' DRAINAGE
EASEMENT
30' DRAINAGE
EASEMENT
TRACT C
FUTURE
DEVELOPMENT
Sheet
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OU2
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P
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11
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
OU1
OU2
MATCHLINE - SEE SHEET OU1
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE
TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
11.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS,
CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY
MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
14.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF COLORADO.
15.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
16.EASEMENTS NOTED TO BE DEDICATED TO EAST LARIMER COUNTY WATER DISTRICT AND
BOXELDER SANITATION DISTRICT HEREIN ARE TO BE DEDICATED BY SEPARATE DOCUMENT
PRIOR TO PLAT RECORDING.
EXISTING LOT LINE
EASEMENT LINE
27" SS
12" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
30" SS 30" SS 30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS 30" SS 30" SS 30" SS
12" W
12" W 12" W 12" W
12
"
W
12
"
W
12
"
W
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
VAULT
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
UD
UD
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
W
W
W
W
W
W
W
W
W
W
X X X X X X X X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X
OHU
OH
U
OH
U
T
T
SS
SS
SS 10" SS 10" SS 10" SS 10" SS 10" SS
10
"
S
S
10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS
10
"
S
S
10" SS 10" SS
E
E
/
/
/
/
/
/
/
/
T
W
W
W
W
W
OH
U
OH
U
OH
U
OH
U
OHU
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
H2
O
W
W
S
S
G
G
30
"
S
S
30
"
S
S
30" SSS
S
/
/
/
/
/
/
/
/
217.25 LF 12" PVC
N00°10'50"E
PROPERTY
BOUNDARY (TYP.)
9' UTIL
I
T
Y
E
A
S
E
M
E
N
T
9' UTIL
I
T
Y
E
A
S
E
M
E
N
T
5' SIDE
W
A
L
K
5' SIDE
W
A
L
K
STA.=11+92.25
BEGIN HORIZ.
DEFLECTION
STA.=14+09.99
END HORIZ.
DEFLECTION
STA.=13+34.90
12"X6" TEE w/MRJ
1 - 6" GV (E)
STA.=15+26.77
BEGIN HORIZ.
DEFLECTION
STA.=19+30.45
END HORIZ.
DEFLECTION
TRACT H
FUTURE
DEVELOPMENT
STA.=10+00.00
CONNECT TO EXISTING
6" WATER w/
1 - 6" GV (W)
12"x6" REDUCER &
90° BEND w/ MRJ
STA.=10+64.51
12"x12" TEE w/MRJ
1 - 12" BFV (N)
FH
N:123691.42
E:213374.57
STA.=10+53.20
12"x6" TEE w/MRJ
1 - 12" BFV (S)
1 - 6" GV (W)
11.31 LF 12" PVC
N01°47'16"E
53.20 LF 12" PVC
N01°47'16"E
PROPOSED
CONCRETE
THRUST BLOCK
STORM DRAIN A
SEE SHEET ST1 SANITARY LINE A1
SEE SHEET SS3
SANITARY LINE A
SEE SHEET SS1
WATER LINE D
SEE SHEET WT7
WATER LINE E
SEE SHEET WT8
STA.=14+97.66
COMBINATION AIR RELEASE
VACUUM VALVE
EXISTING 27" WATER
(CITY OF GREELEY
BELLVUE LINE 3)
PR
O
S
P
E
C
T
R
O
A
D
STREE
T
B
TRACT G
OPEN SPACE
142.63 LF 12" PVC
R=800.00'
OWNER:
DELSEMS
ROBERT A & K
DENISE
OWNER: SEA
STAR LIMITED
PARTNERSHIP
OWNER: ANDERSON
KENNETH E & JULIE ANN
OWNER: CULBERT
SON DAVID M
OWNER:
BADE CARLA M
OWNER:
WHITE WESLEY
R ANGELINA M
OWNER:
MOODY
MARILYN
JOANNE
OWNER:
MOODY
MARILYN
JOANNE
OWNER:
DEADMOND
LARRY L &
NANCY K
TEMP FH
ASSEMBLY
N:124009.13
E:213407.07
36
'
F
L
-
F
L
63
'
R
O
W
63
'
R
O
W
R
.
O
.
W
9'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
(
T
Y
P
.
)
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
STA.=13+64.66
12"X8" TEE w/MRJ
1 - 12" BFV (N)
1 - 8" GV (E)
FH
N:123976.86
E:213405.67
29.78 LF 12" PVC
R=800.00'
45.33 LF 12" PVC
R=800.00'
116.79 L
F
1
2
"
P
V
C
N15°47'
3
6
"
W
54.27 LF 12" PVC
R=800.00'
STA.=15+81.04
PCC
97.35 LF 12" PVC
R=1008.00'252.06 LF 12"PVC
R=1008.00'
STA.=16+78.39
PCC
104.61 LF 12" PVC
N01°47'16"E
23.13 LF 12" PVC
N00°11'57"W
STA.=11+69.12
2° DEFLECTION
PROPOSED
HDPE CASING
PROPOSED FOAM
BOARD INSULATION
STORM DRAIN F
SEE SHEET ST4
EX. 20' SANITARY
SEWER EASEMENT
REC. NO. 87032252
20' DRAINAGE
EASEMENT
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
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TOP OF
PIPE
PROPOSED
GROUND
EXISTING
GROUND
18" STORM
STA.=10+37.41
INV.=4899.13
75 FT OF MECH RESTRAINT
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EX. 27" WATER
STA.=14+49.60
TOP±4901.42
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" P
V
C
12" PVC
12" PVC
24" RCP STORM
STA.=16+44.61
INV.=4903.67
INSTALL 115LF 2"x10' FOAM BOARD
CENTERED ON WATERLINE
18"
18"
18" MIN.
AI
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76.13 LF 20" HDPE CASING
KEYMAP
/
/
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/
/
/
/
/
/
/
/
/
/
/
/
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/
/
/
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PROSPECT RD
IN
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WT1
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
A
12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
WATER LINE A
PROFILE SCALE:
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
20
+
5
0
WT
2
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LI
N
E
MA
T
C
H
ST
A
20
+
5
0
WT3
WT2
WT1
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
CONTRACTOR TO VERIFY LOCATION
AND ELEVATION OF EXISTING WATER
PRIOR TO CONSTRUCTION
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC 12" PVC
ST
A
.
2
1
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7
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ST
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(@ 0.0°)
TOP OF
PIPE
PROPOSED
GROUND
TOP OF
PIPE
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
12" PVC SANITARY
STA.=21+21.95
INV.=4897.82
RI
M
4
9
1
1
.
9
±
TOP OF
PIPE
18" MIN.
18" MIN.
BE
G
I
N
C
A
S
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ST
A
2
9
+
3
9
.
2
5
IN
V
.
4
8
9
8
.
2
8
(
N
E
)
8" PVC NON-POTABLE WATER
STA.=30+44.51
TOP=4906.21
48" RCP STORM
STA.=29+46.14
INV.=4901.86
EN
D
C
A
S
I
N
G
ST
A
2
9
+
5
2
.
9
6
IN
V
.
4
8
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8
(
S
W
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115 FT OF MECH RESTRAINT
BE
G
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T
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D
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E
S
T
R
A
I
N
T
ST
A
:
3
0
+
0
3
.
2
4
13.71 LF 20" STEEL CASING
8" PVC SUBDRAIN
STA.=29+13.44
INV.=4897.31
49
0
8
.
3
5
49
0
8
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3
9
49
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8
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9
4
49
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2
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49
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3
6
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8
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8
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7
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5
6
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3
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5
4
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7
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8
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49
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3
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6
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3
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49
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3
9
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3
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3
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2
6
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9
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6
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6
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2
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49
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9
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2
3
49
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3
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9
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3
6
49
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9
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4
2
49
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9
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7
2
49
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0
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49
1
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4
2
49
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8
9
49
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6
9
49
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8
9
49
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4
0
49
1
0
.
8
7
49
1
0
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4
3
49
1
0
.
8
2
49
1
0
.
8
9
49
1
0
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0
5
49
1
0
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2
9
49
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0
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5
5
49
1
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7
5
49
1
0
.
4
5
49
1
1
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1
8
49
1
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4
1
49
1
1
.
5
6
49
1
1
.
8
1
49
1
1
.
9
0
49
1
1
.
9
2
49
1
1
.
8
1
49
1
1
.
6
8
49
1
1
.
5
4
49
1
1
.
2
6
49
1
1
.
1
2
49
1
1
.
0
0
49
1
0
.
7
5
49
1
0
.
6
2
49
1
0
.
5
1
49
1
0
.
4
5
49
1
0
.
5
5
49
1
0
.
6
8
49
1
0
.
9
2
49
1
0
.
9
6
49
1
0
.
9
5
49
1
0
.
7
8
49
1
0
.
5
7
49
1
0
.
3
5
49
0
9
.
8
4
8" PVC SANITARY
STA.=29+81.73
INV.=4895.30
8" PVC SANITARY
STA.=21+61.70
INV.=4892.51
27" SS
27" SS
27" SS
30
"
S
S
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
27"
S
S
27"
S
S
27"
S
S
27" SS 27" SS
8"
S
S
12
"
W
12
"
W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
NP
NP
NP
NP
NP
NP
NP
NP
NP
12"
W
12"
W
12"
W
12"
W
12
"
W
12
"
W
E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E
E
E
E
E
E EE
E
E
E
VA
U
L
T
E E E E E E E E E E E
E
E
E
E
E E E E E E E
E
E
E
E
E
E
VAULT
NP
NP
NP
NP
12" W
SD
SD
SD
SD
SD
SD
SD
SD
UD UD
UD UD
UD UD
UD
UD
UD
UD
UD
UD UD
UD UD
8"
S
S
X
X
XX
10
"
S
S
10" SS
63
'
R
O
W
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
36
'
F
L
-
F
L
STA.=28+12.26
12"X8" TEE w/MRJ
1 - 12" BFV (W)
1 - 8" GV (S)STA.=26+72.39
BEGIN HORIZ.
DEFLECTION
TRACT B
FUTURE
DEVELOPMENT
TEMP FH
ASSEMBLY
N:124821.03
E:213253.35
TEMP FH
ASSEMBLY
N:124769.05
E:213219.19
TEMP FH
ASSEMBLY
N:124736.49
E:213927.62
SANITARY LINE A6W
SEE SHEET SS4
SANITARY LINE A
SEE SHEET SS2
SANITARY SEWER A6
SEE SHEET SS3
STA.=29+68.44
12"X8" TEE w/MRJ
1 - 12" BFV (W)
1 - 8" GV (N)
220.31 LF 12" PVC
S89°49'10"E
STA.=23+68.01
COMBINATION AIR RELEASE
VACUUM VALVE
STORM DRAIN E
SEE SHEET ST4
ST
R
E
E
T
E
WATER LINE F
SEE SHEET WT8
WATER LINE H
SEE SHEET WT8
WATER LINE I
SEE SHEET WT7
SUBDRAIN A
SEE SHEET SD1
STA.=21+47.70
12"X12" CROSS w/MRJ
3 - 12" BFV (N,W,E)
NON-POTABLE LINE B
SEE SHEET NP2
STREET D
TRACT H
FUTURE
DEVELOPMENT
DRAINAGE EASEMENT
DRAINAGE EASEMENT
25.07 LF 12" PVC
S89°49'10"E
STA.=23+93.07
12"X6" TEE w/MRJ
1 - 12" BFV (E)
1 - 6" GV (N)
FH
N:124782.77
E:213498.57
279.32 LF 12" PVC
S89°49'10"E
139.86 LF 12" PVC
R=592.00'
64.08 LF 12" PVC
R=592.00'
STA.=28+76.33
END HORIZ.
DEFLECTION
45.13 LF 12" PVC
N70°26'33"E
STA.=29+84.29
22.5° BEND w/MRJ
STA.=29+96.26
22.5° BEND w/MRJ
BEGIN HORIZ. DEFLECTION
STA.=29+21.46
11.25° BEND w/MRJ
388.54 LF 12" PVC
R=585.00'
FUT
U
R
E
77'
R
O
W
FUT
U
R
E
5
0
'
FL
-
F
L
9' UTILITY
EASEMENT (TYP.)
69' R.O.W
9' UTILITY
EASEMENT (TYP.)
30' PEDESTRIAN
ACCESS & TRAIL EASEMENT
PROPOSED
DRAINAGE EASEMENT
13.71 LF 20"
STEEL CASING
WATER LINE G
SEE SHEET WT8
STORM DRAIN O
SEE SHEET ST7
STORM DRAIN M
SEE SHEET ST6
STORM DRAIN K
SEE SHEET ST6
46.98 LF 12" PVC
N59°19'34"E
15.85 LF 12" PVC
N59°18'02"E
11.95 LF 12" PVC
N36°41'29"E
SANITARY SEWER LINE A10W
SEE SHEET SS3
SANITARY SEWER LINE A10
SEE SHEET SS3
FUTURE STORM DRAIN
FUTURE
STORM DRAIN
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
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W
A
Y
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I
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of 168
AR
I
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PL
A
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&
P
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WA
T
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I
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A
13
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WATER LINE A
PROFILE SCALE:
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
32
+
5
0
WT
3
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
20
+
5
0
WT
1
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPERTY
BOUNDARY (TYP.)
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
LINE
MATCH STA
20+50
LIN
E
MAT
C
H
STA32+
5
0
WT3
WT2
WT1
ST
R
E
E
T
B
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
32+50 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 44+50
12" PVC
12" PVC
12" PVC
ST
A
.
4
0
+
8
9
.
9
0.
3
°
D
E
F
L
E
C
T
I
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N
T.
O
.
P
.
=
4
9
0
8
.
4
6
ST
A
.
3
6
+
4
4
.
0
0.
2
°
D
E
F
L
E
C
T
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T.
O
.
P
.
=
4
9
0
7
.
1
3
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A
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4
3
+
9
3
.
2
CO
N
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T
T
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E
X
I
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T
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N
G
w
/
12
"
X
1
2
"
T
E
E
w
/
M
R
J
1
-
1
2
"
B
F
V
(
S
E
,
S
W
)
T.
O
.
P
.
=
4
9
0
8
.
0
0
ST
A
.
3
8
+
7
4
.
5
2
12
"
x
1
2
"
C
R
O
S
S
w
/
M
R
J
2
-
1
2
"
B
F
V
(
N
,
E
)
12
"
x
6
"
R
E
D
U
C
E
R
(
W
)
1
-
6
"
G
V
(
W
)
T.
O
.
P
.
=
4
9
0
7
.
8
1
ST
A
.
4
2
+
9
8
.
9
0
22
.
5
°
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D
T.
O
.
P
.
=
4
9
0
8
.
1
4
ST
A
.
4
3
+
6
9
.
6
5
12
'
x
6
"
T
E
E
w
/
M
R
J
1
-
6
"
G
V
(
S
)
T.
O
.
P
.
=
4
9
0
8
.
0
4
ST
A
.
3
5
+
9
7
.
9
7
EN
D
H
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Z
.
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F
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T
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N
T.
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.
P
.
=
4
9
0
6
.
8
3
ST
A
.
3
3
+
8
4
.
7
8
1
-
1
2
"
B
F
V
T.
O
.
P
.
=
4
9
0
5
.
4
6
TOP OF
PIPE
EXISTING
GROUND
TOP OF
PIPE
EXISTING
GROUND
26 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
3
8
+
6
1
.
4
7
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
3
8
+
8
7
.
4
7
100 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
4
2
+
9
2
.
9
6
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
4
3
+
9
3
.
1
8
49
1
0
.
0
6
49
1
0
.
2
1
49
1
0
.
3
3
49
1
0
.
4
5
49
1
0
.
5
5
49
1
0
.
6
9
49
1
0
.
8
6
49
1
1
.
0
3
49
1
1
.
1
6
49
1
1
.
2
8
49
1
1
.
4
2
49
1
1
.
5
7
49
1
1
.
7
4
49
1
1
.
9
1
49
1
2
.
0
3
49
1
2
.
1
3
49
1
2
.
2
8
49
1
2
.
4
3
49
1
2
.
5
0
49
1
2
.
5
4
49
1
2
.
6
2
49
1
2
.
7
3
49
1
2
.
8
2
49
1
2
.
9
1
49
1
2
.
9
8
49
1
3
.
0
4
49
1
3
.
1
2
49
1
3
.
2
2
49
1
3
.
2
4
49
1
3
.
2
7
49
1
3
.
2
8
49
1
3
.
2
8
49
1
3
.
1
6
49
1
2
.
9
5
49
1
2
.
8
0
49
1
2
.
7
2
49
1
2
.
6
9
49
1
2
.
7
4
49
1
2
.
7
7
49
1
2
.
8
1
49
1
2
.
9
1
49
1
3
.
0
0
49
1
3
.
2
3
49
1
3
.
3
3
49
1
3
.
5
8
49
1
3
.
8
3
49
1
4
.
0
9
49
1
4
.
3
4
49
1
4
.
6
0
49
1
4
.
8
5
49
1
5
.
1
1
49
1
5
.
1
6
49
1
4
.
9
1
49
1
4
.
6
7
49
1
4
.
4
2
49
1
4
.
1
7
49
1
3
.
9
2
49
1
3
.
6
6
49
1
3
.
4
2
49
1
3
.
1
8
PROPOSED
GROUND
TOP OF
PIPE
PROPOSED
GROUND
NP
NP
NP
NP
NP
NP
NP NP NP NP NP NP
12"
W
12" W
12" W
12" W
12" W
12" W 12" W 12" W 12" W 12" W
276.55 LF 12" PVC
N00°00'00"E
STA.=35+97.97
END HORIZ.
DEFLECTION
TRACT B
FUTURE
DEVELOPMENT
213.19 LF 12"P V C
R=5 85.0 0'
STA.=33+84.78
1 - 12" BFV
NON-POTABLE LINE B
SEE SHEET NP2
388.54 LF 12" PVC
R=585.00'
FU
T
U
R
E
77
'
R
O
W
FU
T
U
R
E
5
0
'
F
L
-
F
L
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
TRACT C
FUTURE
DEVELOPMENT
12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
NP
NP
NP
NP
NP
NP
12
"
W
12
"
W
W
W
W
W
W
W
W
V.P.
STA.=38+74.52
12" CROSS w/MRJ
2 - 12" BFV (N,E)
12"x6" REDUCER (W)
1 - 6" GV (W)
STA.=42+98.90
22.5° BEND w/MRJ
STA.=43+93.23
CONNECT TO EXISTING w/
12"X12" TEE w/MRJ
2 - 12" BFV (SE,SW)
NON-POTABLE LINE B
SEE SHEET NP2
EXISTING 12"
WATER LINE (ELCO)
424.38 LF 12" PVC
N90°00'00"E
WATER LINE L
SEE SHEET WT4
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
STA.=43+69.65
12"X6" TEE w/MRJ
1 - 6" GV (S)
23.58 LF 12" PVC
N67°30'00"E
70.75 LF 12" PVC
N67°30'00"E
FH
N:125649.05
E:214860.23
FH
N:125635.84
E:214351.25
FUTURE 77' R.O.W
FUTURE 9' UTILITY
EASEMENT (TYP.)
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
RECEPTION NO. 97004214
TRACT C
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
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s
a
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t
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t
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pr
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s
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b
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a
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r
o
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o
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n
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r
i
n
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e
e
m
p
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p
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c
.
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T
F
O
R
C
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S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
WT3
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
A
14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
WATER LINE A
PROFILE SCALE:
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
32
+
5
0
WT
2
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LIN
EMA
T
C
H
ST
A
32
+
5
0
LI
N
E
MA
T
C
H
ST
A
38
+
5
0
WT3
WT2
WT1
NORTH
LINE
MATCH STA
38+50
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
CONTRACTOR TO VERIFY LOCATION
AND ELEVATION OF EXISTING WATER
PRIOR TO CONSTRUCTION
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
49
0
3
.
7
2
49
0
4
.
5
4
49
0
5
.
6
4
49
0
7
.
1
4
49
0
9
.
7
9
49
1
2
.
6
9
49
1
4
.
4
3
49
1
4
.
8
1
49
1
3
.
0
3
49
0
3
.
8
1
49
0
4
.
0
0
49
0
4
.
2
6
49
0
4
.
8
1
49
0
5
.
0
9
49
0
5
.
3
6
49
0
5
.
9
1
49
0
6
.
2
2
49
0
6
.
6
3
49
0
7
.
7
4
49
0
8
.
4
2
49
0
9
.
1
1
49
1
0
.
4
5
49
1
1
.
2
2
49
1
1
.
9
9
49
1
3
.
2
8
49
1
3
.
7
5
49
1
4
.
1
6
49
1
4
.
5
3
49
1
4
.
7
6
49
1
4
.
9
3
49
1
4
.
4
3
49
1
4
.
0
0
49
1
3
.
4
7
49
1
2
.
7
0
ST
A
.
1
0
+
0
0
.
0
12
"
x
1
2
"
T
E
E
w
/
M
R
J
T.
O
.
P
.
=
4
8
9
8
.
8
0
ST
A
.
1
2
+
8
4
.
8
0.
4
°
D
E
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L
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T
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=
4
9
0
1
.
9
8
ST
A
.
1
6
+
9
9
.
3
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5
°
D
E
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T
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T.
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.
P
.
=
4
9
0
8
.
4
2
ST
A
.
1
0
+
4
5
.
2
45
°
V
E
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T
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B
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D
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.
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.
=
4
8
9
5
.
2
2
ST
A
.
1
5
+
5
3
.
3
1.
0
°
D
E
F
L
E
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T
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N
T.
O
.
P
.
=
4
9
0
8
.
4
2
ST
A
.
1
0
+
2
2
.
5
45
°
V
E
R
T
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C
A
L
B
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N
D
T.
O
.
P
.
=
4
8
9
8
.
7
9
ST
A
.
1
0
+
2
6
.
1
45
°
V
E
R
T
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C
A
L
B
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D
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O
.
P
.
=
4
8
9
5
.
2
2
ST
A
.
1
0
+
4
9
.
1
45
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
8
9
9
.
1
4
ST
A
.
1
1
+
4
3
.
7
0.
1
°
D
E
F
L
E
C
T
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O
.
P
.
=
4
9
0
0
.
1
5
ST
A
.
1
3
+
2
8
.
9
0.
5
°
D
E
F
L
E
C
T
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O
.
P
.
=
4
9
0
2
.
8
3
ST
A
.
1
4
+
9
6
.
8
0.
6
°
D
E
F
L
E
C
T
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T.
O
.
P
.
=
4
9
0
7
.
4
3
ST
A
.
1
5
+
6
4
.
1
5
11
.
2
5
°
B
E
N
D
w/
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=
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9
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
38"x24" HERCP STORM
STA.=10+35.64
INV.=4897.80
8" PVC SANITARY
STA.=10+20.61
INV.=4893.63
14 FT OF MECH RESTRAINT
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
4
+
8
3
.
0
3
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
4
+
6
9
.
0
3
28 FT OF MECH RESTRAINT
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
6
+
4
6
.
5
8
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
6
+
1
8
.
5
8
8" PVC NON-POTABLE WATER
STA.=17+55.06
TOP=4910.18
APPROX. EX. ELEC
STA.=15+73.06
TOP±4905.0
APPROX. EX. GAS
STA.=15+82.97
TOP±4904.8
APPROX. EX. GAS
STA.=17+29.11
TOP±4905.9
APPROX. EX. ELEC
STA.=17+41.19
TOP±4906.5
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC 12" PVC
14 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
7
+
4
3
.
3
8
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
7
+
5
7
.
3
8
FU
T
U
R
E
TOP OF
PIPE
14 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
5
+
1
4
.
4
1
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
5
+
2
8
.
4
1
8" PVC SUBDRAIN
STA.=10+41.55
INV.=4896.77
18" MIN.
18" MIN.
OH
U
OH
U
OH
U
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
S
S
6" A
B
D
N
W
GA
S
VA
U
L
T
EL
E
C
BL
BL
SS
SS
SS
SS
SS
SS
SS
SS
H2
OHYD
VA
U
L
T
EL
E
C
G
G
G
G E
E
E
E
EEEEE
E
E
EEEEEE
G G G G G
G G G G G G
G
G
G
E
E
E
E
E
E
12
"
W
G
G
G
G
G
G
GG
12
"
A
B
D
N
W
12
"
A
B
D
N
W
OH
U
T
S
T
S
TEMP FH
w/ 8"X6" REDUCER
N:124000.34
E:214423.39
TEMP FH
w/ 8"X6" REDUCER
N:123997.05
E:214546.38
34'
FL-FL
WATER LINE J
SEE SHEET WT9
43.11 LF 12" PVC
N35°16'47"E
27.77 LF 12" PVC
N24°01'47"E
284.79 LF 12" PVC
N01°31'47"E
68.06 LF 12" PVC
N46°31'47"E
45.38 LF 12" PVC
N12°46'47"E
44.84 LF 12" PVC
N09°43'13"W
63.27 LF 12" PVC
N01°31'47"E
54.53 LF 12" PVC
N01°31'47"E
STA.=14+75.66
22.5° BEND w/MRJ
STA.=15+21.04
22.5° BEND w/MRJ
STA.=15+64.15
11.25° BEND w/MRJ
STA.=16+32.21
45° BEND w/MRJ
STA.=17+77.77
BEGIN HORIZ.
DEFLECTION
STA.=10+00.00
12"X12" TEE w/MRJ
2 - 12" BFV (N,E)
STA.=14+30.82
11.25° BEND w/MRJ
STA.=17+50.01
22.5° BEND w/MRJ
FH
N:124377.33
E:214606.84
9' UTILITY EASEMENT
5' SIDEWALK
FRONTAGE
ROAD
8"
S
S
8"
S
S
12" W 12" W
12"
W
12" W
12" W
12"
W
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
VAULT VAU
L
T
E E E
E
E E
E E E E
E
E
VA
U
L
T
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
NP
8" SS
12"
W
12" W 12" W 12" W 12" W
8"
W
8"
W
WAY 2321WAY 1 3
21
WAY 3 321 WAY 4 321 WAY 5321
E
E E E E E
E
E E
E
E
E
E
VA
U
L
T
E E E E
E
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
PROPERTY BOUNDARY (TYP.)
STORM DRAIN C
SEE SHEET ST2
SANITARY LINE B
SEE SHEET SS4
PROPOSED DRAINAGE
AND UTILITY EASEMENT
WATER LINE C
SEE SHEET WT6
5' SIDEWALK
STA.=16+95.48
12"x6" SWIVEL TEE w/MRJ
1 - 6" GV (E)
5' SIDEWALK
5' SIDEWALK
21
'
R
O
W
STA.=12+84.79
12"X8" CROSS w/MRJ
1 - 12" BFV (S)
2 - 8" GV (E,W)
146.02 LF 12" PVC
N01°31'47"E
NON-POTABLE LINE B
SEE SHEET NP3
TRACT F
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
SUBDRAIN H
SEE SHEET SD2
23'
FL-FL68'
FL-FL
WT4
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
B
WATERLINE B
PROFILE SCALE:
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
5
0
WT
5
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
LIN
EMA
T
C
H
ST
A
18
+
5
0
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
Sheet
GA
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of 168
AR
I
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A
|
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s
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1
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1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
WT5
WT4
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
WATER B
15
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
49
1
2
.
1
2
49
1
1
.
4
7
49
1
1
.
0
6
49
1
1
.
5
6
49
1
2
.
1
4
49
1
2
.
7
6
49
1
2
.
2
9
49
1
1
.
9
5
49
1
1
.
7
8
49
1
1
.
6
2
49
1
1
.
3
2
49
1
1
.
1
7
49
1
1
.
0
6
49
1
1
.
1
3
49
1
1
.
2
7
49
1
1
.
4
2
49
1
1
.
7
1
49
1
1
.
8
5
49
1
2
.
0
0
49
1
2
.
2
9
49
1
2
.
4
3
49
1
2
.
5
8
49
1
3
.
0
0
49
1
3
.
2
6
49
1
3
.
5
3
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
ST
A
.
2
6
+
3
9
.
2
1.
2
°
D
E
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L
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"
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2
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T
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2
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(
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2
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4
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6
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.
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.
=
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.
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.
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2
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6
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9
5
.
5
8
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C
T.
O
.
P
.
=
4
9
0
6
.
6
5
TOP OF
PIPE
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
99 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
2
5
+
5
0
.
7
0
EN
D
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.
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E
S
T
R
A
I
N
T
ST
A
:
2
6
+
4
9
.
7
0
X
X
X
X
X
X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / /
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / /
/
/
/
/
/
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
8" SS
8" SS
8" SS
8" SS
GAS
VAULT
ELEC
VAULT
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL BL
BL
BL BL
BL
BL
VAULT
ELEC
FE S
D
G
GGGGG
G
G
G
G
G
G
E E E
E
E
E
E
E
E
E
E
HYD
W
W
W
W
HYD
12" W
12" W
PROPERTY BOUNDARY (TYP.)58.90 LF 12" PVC
R=300.00'
WATER LINE K
SEE SHEET WT9
EXISTING 12" WATER
(ELCO)
FH
N:124620.40
E:214850.98
392.89 LF 12" PVC
N85°43'41"E
60.30 LF 12" PVC
N74°28'41"E
STA.=21+00.82
END HORIZ.
DEFLECTION
STA.=26+49.70
CONNECT TO EXISTING
WATER LINE
12"X12" TEE w/TB
2- 12" BFV (S,W)
STA.=25+30.50
BEGIN HORIZ. BEND
STA.=25+89.40
END HORIZ. BEND
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
BOX
E
L
D
E
R
C
R
E
E
K
STA.=21+04.59
12"X6" SWIVEL TEE w/MRJ
1 - 12" BFV (E)
1 - 6" GV (S)
EX. 12" WATER LINE
PER GATEWAY AT PROSPECT
WATERLINE M
12"
W E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E E E E
E E
E
E
E
E
E
E
E E E E E E E E E E E
NP
12"
W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UD
UD
UD
UD
UD
UD
UDSTA.=21+37.61
12"X8" TEE w/MRJ
1 - 12" BFV (E)
1 - 8" GV (S)
NATURAL HABITAT
BUFFER ZONE (NHBZ)
STORM DRAIN L
SEE SHEET ST6
117.81 LF 12" PVC
R=299.99'
205.24LF12"PVC
R=300.00'
3.77 LF 12" PVC
N85°43'41"E
33.01 LF 12" PVC
N85°43'41"E
STA.=18+95.58
PCC
EXISTING 100-YR
FLOODPLAIN
EXISTING 100-YR
FLOODWAY
FRONTAGE ROAD
STORM DRAIN D
SEE SHEET ST3
POND D
PROPOSED DRAINAGE
EASEMENT
SAWCUT LINE
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER
DISTRICT REC. NO. 97004213
54
'
F
L
-
F
L
30' UTILITY EASEMENT
REC. NO. 97004101
30' EAST LARIMER
COUNTY WATER
DISTRICT EASEMENT
REC. NO. 20240040404
81
'
R
O
W
30' SANITARY
SEWER EASEMENT
WT5
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
B
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WATERLINE B
PROFILE SCALE:
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
5
0
WT
4
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
LIN
E
MA
T
C
H
ST
A18+
5
0
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
Sheet
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KEYMAP
/
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PROSPECT RD
IN
T
E
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S
T
A
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-
2
5
WT5
WT4
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
16
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00
49
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0
3
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3
.
8
0
49
0
3
.
7
3
TOP OF
PIPE
PROPOSED
GROUND
EXISTING
GROUND
12" PVC
12" PVC 12" PVC
ST
A
.
1
0
+
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PROPOSED
GROUND
APPROX. EX.
ELEC
STA.=11+53.01
TOP±4901.1
APPROX. EX.
ELEC
STA.=11+54.01
TOP±4901.1
28 FT OF MECH RESTRAINT
BE
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4
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / /
OHU OHU OHU
OHU
W
X
X
X
X
X
X
X
X
XX
XX
SS
SS SS
27" SS
27
"
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
/ /
/
/
/
/
/
/
W
S
6" A
B
D
N
W
6" A
B
D
N
W
6" ABDN W 6" ABDN W
6" ABDN W
6" ABDN W 6" ABDN W
/ /
/
/
/
/
/
/
VAULT
ELEC
H2O
H2O
H2O
ELEC
ELEC
VAULT
ELEC
BL
BL
BL
BL
BL
BL
SS SS SS SS SS SS SS SS SS
FE S
ELEC
FE S
VAULT
ELEC
TRAFFICVAULTE
VAULT
ELECTRAFFIC
VAULT ELEC
H2OHYD
T ST S
X
X
X
E
E
E
E
G
G
G
E
E E
E
E
E E E
E
E
12" W
G
G
G
G G G
G
G
G
GT
TTT
T
ST
12" W 12" W
12" ABDN W 12" ABDN W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
OHU
T ST S
STORM DRAIN C2
SEE SHEET ST3
PROSPECT ROAD
PROPOSED
DRAINAGE EASEMENT
FR
O
N
T
A
G
E
RO
A
D
EXISTING
80' ROW
PROPERTY
BOUNDARY (TYP.)
STORM DRAIN C
SEE SHEET ST2
SANITARY LINE B
SEE SHEET SS4
PROPOSED DRAINAGE
AND UTILITY EASEMENT
WATERLINE B
SEE SHEET WT4
8" SS 8" SS
8" SS 8" SS
8"
S
S
12"
W
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E E VAULT
E
E
SD SD SD
SD
SD SD SD SD
SD
SD
SD
UD UD UD
UD
UD UD
UD
UD
85' FL-FL
(WIDTH VARIES)
152' ROW
(WIDTH VARIES)
EXISTING
UNDERGROUND ELECTRIC
EXISTING
UNDERGROUND GAS
9' UTILITY EASEMENT
30' BOXELDER SANITATION
DISTRICT EASEMENT
SUBDRAIN H
SEE SHEET SD2
STORM DRAIN C6
SEE SHEET ST2
POND H
STA.=10+75.04
45° BEND w/MRJ
STA.=11+28.55
12"x12" TEE w/MRJ
2 - 12" BFV (N,E)
STA.=10+00.00
REMOVE EXISTING
12"X8" REDUCER AND
CONNECT TO EXISTING
12" WATER LINE
STA.=10+11.16
45° BEND w/MRJ
STA.=11+75.54
12" CAP
STA.=11+65.87
45° BEND w/MRJ
11.16 LF 12" PVC
S88°06'28"E 63.88 LF 12" PVC
N49°58'01"E 53.52 LF 12" PVC
S89°27'52"E
9.67 LF 12" PVC
S43°21'11"E
37.31 LF 12" PVC
S89°27'52"E
15
'
U
T
I
L
I
T
Y
&
D
R
A
I
N
A
G
E
E
A
S
E
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N
T
TO
T
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T
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P
T
I
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N
O
.
2
0
1
6
0
0
1
8
4
7
3
10
'
W
A
T
E
R
P
I
P
E
L
I
N
E
EA
S
E
M
E
N
T
T
O
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L
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RE
C
E
P
T
I
O
N
N
O
.
2
0
1
6
0
0
1
8
4
7
3
30' SANITARY
SEWER EASEMENT
WT6
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
C
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WATERLINE C
PROFILE SCALE:
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
Sheet
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KEYMAP
/
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PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
C
17
W
W
W
W
W
X
X
X
X
X
X
X
T T T T T T T
SS SS
SS
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
E E E E E E E
T
W
OHU OHU
OH
U
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
W
SD
SD
SD
SD
SD
SD
SD
S
H2O
H2O
W
S
GGGGG
GG
30" SS 30" SS
30
"
S
S
S
S
12" W 12" W 12" W 12" W
V.P.
V.P.
H2O
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
30
"
S
S
30
"
S
S
30
"
S
S
12
"
W
12" W 12" W 12" W
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E
E
E
E
UD UD
SD
12
"
W
UD
UD
PROSPECT ROAD
PROPERTY
BOUNDARY (TYP.)
STORM DRAIN B
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STA.=11+88.21
REMOVE 90° BEND
& CONNECT TO EXISTING
12" WATER WITH MRJ
188.21 LF 12" PVC
S88°21'24"E
SANITARY LINE A
SEE SHEET SS1
PROPOSED
DRAINAGE
EASEMENT
ST
R
E
E
T
B
WATER LINE A
SEE SHEET WT1
STA.=10+00.00
12"X12" TEE w/MRJ
1 - 12" BFV (N)
15
'
W
A
T
E
R
P
I
P
E
L
I
N
E
EA
S
E
M
E
N
T
T
O
E
L
C
O
RE
C
E
P
T
I
O
N
N
O
.
2
0
1
6
0
0
1
8
4
7
3
TRACT J
OPEN SPACE
DE
TRACT H
FUTURE
DEVELOPMENT
36'
FL-FL
63' ROW
15
'
U
T
I
L
I
T
Y
&
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
TO
T
H
E
C
I
T
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
RE
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T
I
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N
O
.
2
0
1
6
0
0
1
8
4
7
3
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
13' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
POND E
POND E SUBDRAIN
SEE SHEET SD4
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
4875
4880
4885
4890
4895
4900
4905
4910
4915
4875
4880
4885
4890
4895
4900
4905
4910
4915
9+50 10+00 11+00 12+00 12+50
12" PVC
12" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
x
1
2
"
T
E
E
w
/
M
R
J
1
-
1
2
"
B
F
V
(
N
)
T.
O
.
P
.
=
4
8
9
7
.
2
2
ST
A
.
1
1
+
0
0
.
0
0.
6
°
D
E
F
L
E
C
T
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N
T.
O
.
P
.
=
4
8
9
8
.
0
9
ST
A
.
1
1
+
8
8
.
2
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M
O
V
E
9
0
°
B
E
N
D
&
C
O
N
N
E
C
T
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X
I
S
T
I
N
G
12
"
W
A
T
E
R
W
I
T
H
M
R
J
T.
O
.
P
.
=
4
8
9
8
.
0
0
EXISTING
GROUND
PROPOSED
GROUND
49
0
2
.
9
2
49
0
2
.
7
9
49
0
2
.
6
2
49
0
2
.
7
0
49
0
3
.
0
7
49
0
3
.
2
2
49
0
3
.
3
7
49
0
3
.
5
1
49
0
3
.
6
5
TOP OF
PIPE
PROPOSED
GROUND
16 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
0
0
.
0
0
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
1
5
.
6
7
32 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
1
+
5
6
.
2
1
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
1
+
8
8
.
2
1
30" PVC SANITARY
STA.=10+10.00
INV.=4886.66
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+00
49
1
0
.
4
1
49
1
0
.
2
1
49
1
0
.
5
5
12" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
X
8
"
T
E
E
w
/
M
R
J
1
-
1
2
"
B
F
V
(
S
W
)
1
-
8
"
G
V
(
N
W
)
T.
O
.
P
.
=
4
9
0
4
.
8
7
ST
A
.
1
0
+
5
1
.
4
8"
C
A
P
T.
O
.
P
.
=
4
9
0
4
.
8
7
ST
A
.
1
0
+
4
6
.
8
8
8"
X
6
"
S
W
I
V
E
L
T
E
E
w
/
M
R
J
1
-
8
"
G
V
(
N
)
1
-
6
"
G
V
(
E
)
T.
O
.
P
.
=
4
9
0
4
.
8
7
EXISTING
GROUND
PROPOSED
GROUND
TOP OF
PIPE
PROPOSED
GROUND
46 FT OF MECH RESTRAINT
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
4
6
.
2
6
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
0
0
.
0
0
27
"
S
S
27
"
S
S
27" SS
27" SS
12
"
W
NP
NP
NP
NP
NP
NP
NP
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E E
E
E E
E
E
E
E
E
VAULT
E
E
E
NP
NP
12
"
W
SD
SD
SD
SD
UD
UD
8" SS
STORM DRAIN E
SEE SHEET ST4
PROPOSED DRAINAGE
EASEMENT
STREET E
SANITARY LINE A10
SEE SHEET SS3
WATER LINE A
SEE SHEET WT2
NON-POTABLE LINE B
SEE SHEETNP2
TRACT B
FUTURE
DEVELOPMENT
46.88 LF 8" PVC
N29°26'01"W
4.49 LF 8" PVC
N29°26'01"W
STA.=10+46.72
FH
STA.=10+51.37
8" CAP
STA.=10+00.00
12"X8" TEE w/MRJ
1 - 12" BFV (SW)
1 - 8" GV (NW)
STA.=10+46.88
8"X6" SWIVEL TEE w/MRJ
1 - 8" GV (N)
1 - 6" GV (E)
ST
R
E
E
T
D
SANITARY SEWER LINE A10W
SEE SHEET SS3
SANITARY SEWER LINE A
SEE SHEET SS2
STORM DRAIN K
SEE SHEET ST6
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
FUTURE
7
7
'
R
O
W
TRACT C
FUTURE
DEVELOPMENT
12
"
W
12
"
W
12
"
W
NP NP NP NP NP
12" W
WATER LINE A
SEE SHEET WT3
STA.=10+00.00
12"x12" TEE w/MRJ
2 - 12" BFV (N,E)
20.00 LF 12" PVC
N00°00'00"E
77
'
R
O
W
FU
T
U
R
E
50
'
F
L
-
F
L
NON-POTABLE LINE B
SEE SHEET NP2
FUTURE
STREET
D
30' WATERLINE
EASEMENT
TO EAST LARIMER
COUNTY
WATER DISTRICT
TRACT B
FUTURE
DEVELOPMENT
FUTURE 9' UTILITY EASEMENT
FUTURE 9' UTILITY EASEMENT
STA.=10+20.00
TEMP FH ASSEMBLY &
12"x6" REDUCER w/MRJ
TRACT C
FUTURE
DEVELOPMENT
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00
49
1
2
.
9
8
TOP OF
PIPE
EXISTING
GROUND
EXISTING
GROUND
12" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
x
1
2
"
T
E
E
w
/
M
R
J
2
-
1
2
"
B
F
V
(
N
,
E
)
T.
O
.
P
.
=
4
9
0
7
.
8
1
ST
A
.
1
0
+
2
0
.
0
FH
A
S
S
E
M
B
L
Y
&
12
"
x
6
"
R
E
D
U
C
E
R
w
/
M
R
J
T.
O
.
P
.
=
4
9
0
7
.
8
1
20 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
0
0
.
0
0
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
2
0
.
0
0
WT7
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
D
,
I
&
L
18
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
Sheet
GA
T
E
W
A
Y
A
T
P
R
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T
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e
s
e
d
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a
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g
s
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e
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t
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b
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of 168
AR
I
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O
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A
|
C
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R
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O
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s
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c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
WATER LINE D
PROFILE SCALE:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
D
CONTRACTOR TO VERIFY LOCATION
AND ELEVATION OF EXISTING WATER
PRIOR TO CONSTRUCTION
WATER LINE I
PROFILE SCALE:
I
PROFILE SCALE:
WATER LINE L
NORTH
L
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00
EXISTING
GROUND
PROPOSED
GROUND
8" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
X
8
"
T
E
E
w
/
M
R
J
1
-
8
"
G
V
(
E
)
1
-
1
2
"
B
F
V
(
N
)
T.
O
.
P
.
=
4
9
0
2
.
6
7
ST
A
.
1
0
+
3
7
.
2
TE
M
P
F
H
A
S
S
E
M
B
L
Y
&
8"
X
6
"
R
E
D
U
C
E
R
w
/
M
R
J
T.
O
.
P
.
=
4
9
0
2
.
6
7
49
0
7
.
5
3
49
0
7
.
2
1
49
0
5
.
1
6
TOP OF
PIPE
PROPOSED
GROUND
37 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
0
0
.
0
0
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
3
7
.
1
6
30" PVC SANITARY
STA.=10+09.81
INV.=4887.90
EX. 27" PVC WATER
STA.=10+80.51
TOP=4901.43
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
10
"
S
S
10
"
S
S
10" SS
10
"
S
S
10
"
S
S
10
"
S
S
H2O
30
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
ST
R
E
E
T
B
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
STA.=10+00.00
12"X8" TEE w/MRJ
1 - 8" GV (E)
1 -1 2" BFV (N)
SANITARY LINE A
SEE SHEET SS1
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
36'
FL-FL
63' ROW
TRACT H
FUTURE
DEVELOPMENT
TRACT G
OPEN SPACE
STA.=10+37.16
TEMP FH ASSEMBLY &
8"X6" REDUCER w/MRJ
WATER LINE A
SEE SHEET WT1
37.16 LF 8" PVC
N77°27'10"E
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC NO. 87032252
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
UD
UD
UD
UD
STORM DRAIN E
SEE SHEET ST4
48.11 LF 8" PVC
S13°21'22"E
STA.=10+00.00
12"X8" TEE w/MRJ
1 - 12" BFV (W)
1 - 8" GV (S)STA.=10+48.11
TEMP FH ASSEMBLY &
8"X6" REDUCER w/MRJ
WATER LINE A
SEE SHEET WT2
TRACT B
FUTURE
DEVELOPMENT
ST
R
E
E
T
D
DEVELOPMENT
TRACT H
FUTURE
DEVELOPMENT
SANITARY LINE A
SEE SHEET SS2
X
X
X
XXXX
10" SS 10
"
S
S
10
"
S
S
10" SS 10" SS
30
"
S
S
27" SS
8"
S
S
12
"
W
12
"
W
12" W 12" W
E
EEEE
E
E
E E
E
E
E
E
E
E
E
E
E
VAULT
UD
SANITARY LINE A6
SEE SHEET SS3
WATER LINE A
SEE SHEET WT2
34.00 LF 8" PVC
N89°49'10"W
STA.=10+00.00
12"X12" CROSS w/MRJ
3 - 12" BFV (N,W,E)
STA.=10+34.00
TEMP FH ASSEMBLY &
8"X6" REDUCER w/MRJ
WATER LINE G
SEE SHEET WT8
SANITARY LINE A
SEE SHEET SS1
WATER LINE A
SEE SHEET WT1
TRACT H
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
SANITARY LINE A6W
SEE SHEET SS4
X X X X
X
X
X
X
10" SS 10" SS
10
"
S
S
10
"
S
S
30" SS
27
"
S
S
27
"
S
S
8" SS
12" W 12" W
12
"
W
12
"
W
E
E
E
EE
E E
E
E
E E
E
E
E
E E E
VA
U
L
T
UD
STA.=10+52.08
TEMP FH ASSEMBLY &
12"X6" REDUCER w/MRJ
52.08 LF 12" PVC
N00°10'25"E
WATER LINE F
SEE SHEET WT8
STA.=10+00.00
12"X12" CROSS w/MRJ
3 - 12" BFV (N,W,E)
SANITARY LINE A6
SEE SHEET SS3
WATER LINE A
SEE SHEET WT2
SANITARY LINE A
SEE SHEET SS1
WATER LINE A
SEE SHEET WT1
TRACT H
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
SANITARY LINE A6W
SEE SHEET SS4
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+00
8" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
X
1
2
"
C
R
O
S
S
w
/
M
R
J
3
-
1
2
"
B
F
V
(
N
,
W
,
E
)
1
-
1
2
"
x
8
"
R
E
D
U
C
E
R
(
W
)
T.
O
.
P
.
=
4
9
0
5
.
4
1
ST
A
.
1
0
+
3
4
.
0
FH
A
S
S
E
M
B
L
Y
&
12
"
X
6
"
R
E
D
U
C
E
R
w
/
M
R
J
T.
O
.
P
.
=
4
9
0
5
.
9
6
EXISTING
GROUND
PROPOSED
GROUND
TOP OF
PIPE
PROPOSED
GROUND
49
1
0
.
7
0
49
1
0
.
9
5
34 FT OF MECH RESTRAINT
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
3
4
.
0
0
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
0
0
.
0
0
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00
12" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
X
1
2
"
C
R
O
S
S
w
/
M
R
J
2
-
1
2
"
B
F
V
(
N
,
W
,
E
)
T.
O
.
P
.
=
4
9
0
5
.
4
1
ST
A
.
1
0
+
5
2
.
1
FH
A
S
S
E
M
B
L
Y
&
12
"
X
6
"
R
E
D
U
C
E
R
w
/
M
R
J
T.
O
.
P
.
=
4
9
0
5
.
9
9
EXISTING
GROUND
PROPOSED
GROUND
49
1
0
.
7
0
49
1
0
.
9
2
TOP OF
PIPE
PROPOSED
GROUND
50 FT OF MECH RESTRAINT
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
0
0
.
0
0
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
5
0
.
0
4
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+00
8" PVC
ST
A
.
1
0
+
0
0
.
0
12
"
X
8
"
T
E
E
w
/
M
R
J
1
-
1
2
"
B
F
V
(
W
)
1
-
8
"
G
V
(
S
)
T.
O
.
P
.
=
4
9
0
5
.
7
5
ST
A
.
1
0
+
4
8
.
1
FH
A
S
S
E
M
B
L
Y
&
8"
X
6
"
R
E
D
U
C
E
R
w
/
M
R
J
T.
O
.
P
.
=
4
9
0
5
.
7
5
49
1
0
.
8
8
49
1
0
.
6
0
EXISTING
GROUND
PROPOSED
GROUND
TOP OF
PIPE
PROPOSED
GROUND
48 FT OF MECH RESTRAINT
EN
D
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
4
8
.
1
1
BE
G
I
N
M
E
C
H
.
R
E
S
T
R
A
I
N
T
ST
A
:
1
0
+
0
0
.
0
0
27" PVC SANITARY
STA.=10+13.52
INV.=4893.13
WT8
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
E
,
F
,
G
&
H
19
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WATER LINE F
PROFILE SCALE:
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
WATER LINE G WATER LINE H
PROFILE SCALE:PROFILE SCALE:PROFILE SCALE:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
F&G
H
E
WATER LINE E
12
"
W
12
"
W
E
E
VA
U
L
T
E
E
E
E
E
E
E
E
E
E
12
"
W
12
"
W
8" W 8" W
WAY 2
3
2
1
WAY 1
3
2
1
WAY 3
3
2
1
WAY 4
3
2
1
WAY 5
3
2
1
E
E
E
E
E
E
E
E
E
VAULT
ELEC
VAULT
ELEC
E
E
E
E
E
E
G
G
G
G
G
G
G
23'
FL-FL
9
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
34'
FL-FL
STA.=10+00.00
12"x8" CROSS w/MRJ
1 - 12" BFV (S)
2 - 8" GV (W,E)
STA.=9+24.06
TEMP FH ASSEMBLY &
8"X6" REDUCER w/MRJ
STA.=10+47.10
TEMP FH ASSEMBLY &
8"X6" REDUCER w/MRJ
67'
FL-FL
FU
T
U
R
E
5
'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
EXISTING GAS
EXISTING ELECTRIC
EXISTING CDOT ROW
WATER LINE B
SEE SHEET WT4
TRACT F
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
75.94 LF 8" PVC
S88°28'13"E
47.10 LF 8" PVC
S88°28'39"E
FR
O
N
T
A
G
E
R
O
A
D
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+00 10+00 11+00
TOP OF
PIPE
PROPOSED
GROUND
PROPOSED
GROUND
8" PVC
8" PVC
ST
A
.
9
+
2
4
.
1
TE
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=
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(
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=
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49
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49
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49
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.
9
8
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0
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.
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7
123 FT OF MECH RESTRAINT
BE
G
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7
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1
0
6" PVC ELECTRIC
STA.=10+25.62
INV.=4903.46
4" POLY GAS
STA.=10+32.06
INV.=4902.30
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
UD
UD
UD
UD
UD
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
VA
U
L
T
EL
E
C
BL
BL
BL
BL
BL
BL
BL
BL
VA
U
L
T
EL
E
C
G
G
G
G
G
G
G
E
E
E
E
E
E
E
STA.=10+00.00
12"X8" TEE w/MRJ
1 - 12" BFV (E)
1 - 8" GV (S)
STA.=10+28.83
TEMP FH ASSEMBLY &
8"X6" REDUCER w/MRJ
28.83 LF 8" PVC
S04°16'19"E
WATER LINE B
SEE SHEET 7
54'
FL-FL
81' ROW
9
'
U
T
I
L
I
T
Y
E
A
S
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M
E
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5'
S
I
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9'
U
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I
L
I
T
Y
E
A
S
E
M
E
N
T
5
'
S
I
D
E
W
A
L
K
EXISTING GAS
EXISTING
ELECTRIC
STORM DRAIN L
SEE SHEET ST7
PROPOSED
DRAINAGE EASEMENT
TRACT E
OPEN SPACE
DE
TRACT F
FUTURE
DEVELOPMENT
FR
O
N
T
A
G
E
R
O
A
D
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+5010+0010+50
8" PVC
PROPOSED
GROUND
EXISTING
GROUND
TOP OF
PIPE
PROPOSED
GROUND
ST
A
.
1
0
+
0
0
.
0
12
"
x
8
"
T
E
E
w
/
M
R
J
1
-
1
2
"
B
F
V
(
E
)
1
-
8
"
G
V
(
S
)
T.
O
.
P
.
=
4
9
0
6
.
4
5
ST
A
.
1
0
+
2
8
.
8
TE
M
P
F
H
A
S
S
E
M
B
L
Y
&
8"
x
6
"
R
E
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w
/
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.
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.
=
4
9
0
6
.
4
5
49
0
6
.
4
5
49
0
6
.
4
5
WT9
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
J
&
K
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WATER LINE J
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF
5.5' FROM FINISHED GRADE TO TOP OF PIPE.
7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS.
8.PVC PIPE WILL BE PVC C900 DR18.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
11.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
12.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
Sheet
GA
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of 168
AR
I
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O
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97
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.
2
2
1
.
4
1
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8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
PROFILE SCALE:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
J
PROFILE SCALE:
K
WATER LINE K
EXISTING FENCE (TYP.)
20
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X X X X X X X X X X X X X
X
X
X
X
XX
X
XX
XX
OHU OHU OHU
OHU
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU
24"
S
S
24"
S
S
WW
W
SW
W
S
W
S
W
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
SS
BL
BL
BL
BL
BL
BL
W
W
W
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP NP NP NP NP NP NP NP NP
NP
NP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NIS
P
NIS
P
NIS
P
NIS
P
NIS
P
FUTURE NISP WATERLINE
BY OTHERS
EXISTING CITY OF
GREELEY WATER LINE
FUTURE COOPER
SLOUGH CHANNEL
BY OTHERS
2.0
%
2.2%
4:1
333.06 LF 6" PVC
N72°17'36"W
391.22 LF 6
"
P
V
C
N65°58'04"W
55.20 LF 6" PVC
R=500.00'
199.67 LF 6"PVCR=250.00'
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
40' WATERLINE EASEMENT
REC. NO. 20060044720
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
LAKE CANAL
OWNER: SILVERTIP
REALTY LLC
OWNER:
NORMANDIN KIM W
OWNER: JORDAN
DAVID W
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
PROPOSED RELOCATED
ACCESS ROAD
IRR PUMP MH
STA 10+03.51
N: 126073.49
E: 215431.38
CONTRACTOR TO VERIFY LOCATION AND
ELEVATION OF EXISTING WATERLINE
PRIOR TO CONSTRUCTION. ENSURE 18"
MINIMUM VERTICAL SEPARATION.
CONTRACTOR TO VERIFY LOCATION AND
ELEVATION OF EXISTING SANITARY SEWER
PRIOR TO CONSTRUCTION. ENSURE 18"
MINIMUM VERTICAL SEPARATION.
EXISTING
TOP OF BANK
FUTURE CHANNEL CONTOURS
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
IRR INTAKE MH WITH SNOUT
STA 9+93.51
N: 126070.45
E: 215440.91
GRATED FES
STA 9+79.54
N: 126057.14
E: 215436.6695.53 LF 6" PVC
S17°42'24"W
PROPOSED 100-YR
FLOODPLAIN
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
PVI: 11+83.85
INV. IN=4906.84 (E)
INV. OUT=4906.84 (W)
PC: 14+32.10
BEGIN HORZ.
DEFLECTION
INV. IN=4910.80 (E)
INV. OUT=4910.80 (W)
N: 126083.79
E: 215085.05
PVI: 14+67.30
INV. IN=4910.80 (E)
INV. OUT=4910.80 (W)
PT: 14+87.30
END HORZ.
DEFLECTION
INV. IN=4910.44 (SE)
INV. IN=4910.44 (NW)
N: 126103.45
E: 215033.49
PVI: 15+07.30
INV. IN=4910.08 (NW)
INV. OUT=4910.08 (SE)
PVI: 15+61.59
INV. IN=4908.67 (NW)
INV. OUT=4908.67 (SE)
PVI: 15+81.59
INV. IN=4907.93 (NW)
INV. OUT=4907.93 (SE)
PVI: 16+01.59
INV. IN=4907.70 (NW)
INV. OUT=4907.70 (SE)
PVI: 18+58.58
INV. IN=4909.58 (NW)
INV. OUT=4909.58 (SE)
PC: 18+78.52
BEGIN HORZ.
DEFLECTION
INV. OUT=4909.56 (SE)
INV. OUT=4909.56 (NW)
N: 126262.77
E: 214676.18
PVI: 18+98.43
INV. IN=4909.55 (SE)
INV. OUT=4909.55 (NW)
INV. OUT=4907.82 (NW)
TIMN
A
T
H
R
E
S
E
R
V
O
I
R
INLE
T
C
A
N
A
L
STA. 10+99.04
90.00° BEND w/ TB
N:125982.49
E:215402.33
10.00 LF
24" PVC
@ 0.50%
13.97 LF
24" PVC
@ 0.50%
SEE IRRIGATION PLANS FOR
PUMPHOUSE AND INTAKE
MANHOLE DESIGN AND DETAILS
IRRIGATION DESIGNER TO
CONFIRM SIZE OF LINE
IRRIGATION DESIGNER TO
CONFIRM SIZE OF LINE
EX. 20' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC NO. 87032253
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
REC NO. 97004214
W W W W W W W W W W W W W W
W
W
W W W W W
W W
XXXXXXXXXXXXX
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SS
H2O
NP NP
NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NPNPNPNPNPNPNPNPNP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP NISP NISP NISP NISP NISP NISP
NISP
NISP
NIS
P
NIS
P
NISP NISP NISP NISP NISP NISP NISP
OWNER: CANAL
HOLDINGS LLC
TIMNATH RESERVOIR INLET CAN
A
L
40' WATERLINE EASEMENT
REC. NO. 20060044720
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
LAKE CANAL
FUTURE NISP WATERLINE
BY OTHERS
FUTURE NISP WATERLINE
BY OTHERS
40' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
FUTURE COOPER
SLOUGH CHANNEL
BY OTHERS
54.66 LF 6" PVC
N20°12'26"W
187.83 LF 6" PVC
N48°42'47"W
107.98 LF 6" PVC
N48°53'12"W
182.75 LF 6" PVC
N48°28'43"W
85.86 LF 6" PVC
N48°53'29"W
13
2
.
4
2
L
F
6
"
P
V
C
S4
1
°
0
6
'
3
1
"
W
121.67 LF 6" PVC
R=295.67'
13.32 LF 6" PVC
R=250.00'
EXISTING CITY OF
GREELEY WATER LINE
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
EXISTING
TOP OF BANK
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
PVI: 20+26.98
INV. IN=4907.82 (SE)
INV. OUT=4907.82 (NW)
PT: 20+78.19
END HORZ.
DEFLECTION
INV. IN=4907.89 (S)
INV. OUT=4907.89 (N)
N: 126404.75
E: 214543.38
PC: 21+32.85
BEGIN HORZ.
DEFLECTION
INV. IN=4907.96 (S)
INV. OUT=4907.96 (N)
N: 126456.04
E: 214524.50
PCC: 22+54.52
INV. IN=4908.13 (SE)
INV. OUT=4908.13 (NW)
N: 126556.35
E: 214457.17
PT: 22+67.84
END HORZ.
DEFLECTION
INV. IN=4908.15 (SE)
INV. IN=4908.15 (NW)
N: 126565.40
E: 214447.40
PVI: 24+55.67
INV. IN=4908.40 (NW)
INV. OUT=4908.40 (SE)
PVI: 25+63.66
INV. IN=4908.54 (NW)
INV. OUT=4908.54 (SE)PVI: 27+46.41
INV. IN=4909.29 (NW)
INV. OUT=4909.29 (SE)
PVI: 28+21.29
INV. OUT=4909.60 (SE)
INV. OUT=4909.60 (NW)
PI: 28+32.27
90° BEND
INV. IN=4907.41 (SE)
INV. OUT=4907.41 (SW)
N: 126937.94
E: 214023.38
PI: 29+64.69
90° BEND
INV. IN=4911.37 (NE)
INV. IN=4911.37 (NW)
N: 126838.17
E: 213936.32
IRRIGATION DESIGNER TO
CONFIRM SIZE OF LINE
W W W W W W W W W H2O
NP
NP NP NP NP NP
NP
40' WATERLINE EASEMENT
REC. NO. 20060044720
40' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
FUTURE COOPER
SLOUGH CHANNEL
BY OTHERS
S4
1
°
0
6
'
3
1
"
W
209.46 LF 6" PVC
N48°55'47"W
68.88 LF 6" PVC
S86°09'32"W
EXISTING CITY OF
GREELEY WATER LINE
IRRIGATION POND
PI: 31+74.15
45° BEND
INV. OUT=4911.27 (W)
INV. OUT=4911.27 (SE)
N: 126975.78
E: 213778.40
END: 32+31.83
INV. IN=4910.31 (E)
N: 126971.92
E: 213720.85
IRRIGATION DESIGNER TO
CONFIRM SIZE OF LINE
4895
4900
4905
4910
4915
4920
4925
4895
4900
4905
4910
4915
4920
4925
28+0029+0030+00
6"
P
V
C
6" PVC
6"
P
V
C
ST
A
.
2
8
+
4
7
.
5
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
4
.
9
1
ST
A
.
2
8
+
9
1
.
4
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
4
.
9
1
ST
A
.
2
9
+
2
6
.
6
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
1
1
.
9
0
ST
A
.
2
8
+
2
1
.
3
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
1
0
.
1
1
ST
A
.
2
8
+
3
2
.
2
7
90
°
B
E
N
D
T.
O
.
P
.
=
4
9
0
7
.
9
3
ST
A
.
2
9
+
6
4
.
6
9
90
°
B
E
N
D
T.
O
.
P
.
=
4
9
1
1
.
8
8
PROPOSED
GROUND
EXISTING
GROUND
32"
63"
FUTURE
GROUND
(BY OTHERS)
4900
4905
4910
4915
4920
4925
4930
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+0011+50
6" PVC
6"
P
V
C
ST
A
.
1
0
+
0
6
.
0
T.
O
.
P
.
=
4
9
0
9
.
2
9
ST
A
.
1
0
+
4
7
.
1
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
9
.
2
9
ST
A
.
1
0
+
5
6
.
8
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
7
.
3
6
ST
A
.
1
0
+
9
9
.
0
4
90
°
B
E
N
D
T.
O
.
P
.
=
4
9
0
7
.
3
6
EXISTING
GROUND
IR
R
I
N
T
A
K
E
M
H
W
I
T
H
S
N
O
U
T
ST
A
9
+
9
3
.
5
1
RI
M
4
9
1
7
.
5
±
IN
V
.
I
N
4
9
1
3
.
0
1
(
S
)
IN
V
.
O
U
T
4
9
1
3
.
0
1
(
W
)
IR
R
P
U
M
P
M
H
ST
A
1
0
+
0
3
.
5
1
RI
M
4
9
1
7
.
1
±
IN
V
.
I
N
4
9
1
2
.
9
6
(
E
)
IN
V
.
O
U
T
4
9
0
8
.
7
7
(
S
)
IR
R
I
N
T
A
K
E
M
H
W
I
T
H
S
N
O
U
T
ST
A
9
+
9
3
.
5
1
RI
M
4
9
1
7
.
5
±
IN
V
.
I
N
4
9
1
3
.
0
1
(
S
)
IN
V
.
O
U
T
4
9
1
3
.
0
1
(
W
)
GR
A
T
E
D
F
E
S
ST
A
9
+
7
9
.
5
4
RI
M
4
9
1
5
.
2
±
IN
V
.
O
U
T
4
9
1
3
.
0
8
(
N
)
10.00 LF
24" PVC
@ 0.50%
13.97 LF
24" PVC
@ 0.50%
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
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T
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e
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RE
V
I
E
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E
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of 168
AR
I
Z
O
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A
|
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A
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o
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0
.
2
2
1
.
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1
5
8
NP1
PL
A
N
&
P
R
O
F
I
L
E
NO
N
-
P
O
T
A
B
L
E
L
I
N
E
A
21
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
UPPER
MIDDLE
LOWER
LIN
EMA
T
C
H
ST
A
20
+
0
0
LI
N
E
MA
T
C
H
ST
A
20
+
0
0
LI
N
E
MA
T
C
H
ST
A
30
+
0
0
LI
N
E
MA
T
C
H
ST
A
30
+
0
0
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL NON-POTABLE LINE FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
5.NONPOTABLE WATER LINE SHALL HAVE A MINIMUM COVER OF 4.5' FROM FINISHED
GRADE TO TOP OF PIPE EXCEPT WHERE NOTED IN PLANS.
6.PVC PIPE WILL BE PVC C900 DR18.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
NON-POTABLE LINE A NON-POTABLE LINE A
COOPER SLOUGH CROSSING LAKE CANAL CROSSING
PROFILE SCALE:PROFILE SCALE:
X
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
S
S
27
"
S
S
27
"
S
S
GAS
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL G
G
G
E
E
E
E
E
E
E
E
G
G
G
G
27
"
S
S
27
"
S
S
27" SS
27" SS
27" SS
27" SS
27"
S
S
27"
S
S
27" SS 27" SS 27" SS
12
"
W
12"
W
8"
S
S
12
"
W
NP
NP
NP
12
"
W
12
"
W
NP
NP
NP
NP
NP
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E EEE
E
E
E
E
E
E
E
E
E E
E
E
E E E E E E E E E E
E
E
E
E
VAULT
VAU
L
T
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
NP
NP
NP NP NP
NP
NP NP NP NP NP
NP
NP
NP
NP
NP
12
"
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
12" W
8" SS
80.59 LF 8" PVC
N44°12'18"W
157.98 LF 8" PVC
N44°12'18"W
63.34 LF 8" PVC
N89°12'18"W
219.15 LF 8 "P V C
R =110 2.8 2 '
35'' SANITARY SEWER &
NON-POTABLE WATER
EASEMENT
SEE BOXELDER CREEK
CROSSING PROFILE SHEET NP2
20'' NON-POTABLE
WATER EASEMENT
42
'
F
L
-
F
L
69
'
R
O
W
9'' UTILITY
EASEMENT
9'' UTILITY
EASEMENT
WATER LINE A
SEE SHEET WT2
NON-POTABLE LINE C
SEE SHEET NP4
NON-POTABLE LINE D
SEE SHEET NP4
STREET E
FR
O
N
T
A
G
E
R
O
A
D
ST
R
E
E
T
D
30'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
BO
X
E
L
D
E
R
C
R
E
E
K
BRIDGE DESIGN
BY OTHERS
9'' UTILITY
EASEMENT
WATER LINE B
SEE SHEET WT4
DRAINAGE
EASEMENT
DETENTION POND C
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN E
SEE SHEET ST4
TRACT E
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DE
TRACT F
FUTURE
DEVELOPMENT
30'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
PROPOSED
100-YR
FLOODPLAIN
END: 9+97.73
INV. IN=4909.49 (NW)
N: 124420.42
E: 214623.94
168.38
L
F
8
"
P
V
C
N66°4
2
'
1
8
"
W
PVI: 11+29.00
INV. IN=4909.49 (SE)
INV. OUT=4909.49 (NW)
PI: 11+14.52
22.5° BEND
INV. OUT=4909.49 (SE)
INV. OUT=4909.49 (NW)
N: 124466.61
E: 214516.67PVI: 17+56.50
INV. IN=4905.52 (NW)
INV. OUT=4905.52 (SE)
PVI: 17+33.37
INV. IN=4905.52 (NW)
INV. OUT=4905.52 (SE)
PT: 16+35.57
8"x8" TEE
INV. IN=4905.09 (NE)
INV. IN=4905.09 (SW)
N: 124802.97
E: 214142.71
PI: 17+82.69
90° BEND
BEGIN HORZ.
DEFLECTION
INV. OUT=4905.38 (SE)
INV. OUT=4905.38 (NE)
N: 124915.19
E: 214099.96
PI: 16+66.53
90° BEND
INV. IN=4905.30 (NW)
INV. OUT=4905.30 (SW)
N: 124820.98
E: 214167.90
PVI: 16+12.43
INV. IN=4905.05 (SE)
PC: 14+16.43
45° BEND
BEGIN HORZ.
DEFLECTION
INV. IN=4904.95 (E)
INV. OUT=4904.95 (NW)
N: 124638.51
E: 214287.00
PVI: 14+11.87
INV. IN=4904.89 (E)
INV. OUT=4904.89 (W)
PI: 11+95.11
8"x8" TEE
INV. IN=4896.32 (NW)
INV. IN=4896.32 (SE)
INV. IN=4896.32 (SW)
N: 124524.38
E: 214460.49
PI: 13+53.09
45° BEND
INV. OUT=4895.96 (SE)
INV. OUT=4895.96 (W)
N: 124637.63
E: 214350.34
PVI: 13+66.83
INV. IN=4895.93 (E)
INV. OUT=4895.93 (W)
30.96 LF 8" PVC
N54°25'50"E
116.15 LF 8" PVC
N35°47'35"W
517.98 LF 8" PVC
R=547.50'
SANITARY LINE A
SEE SHEET SS2
STORM DRAIN N
SEE SHEET ST7
STORM DRAIN M
SEE SHEET ST6
PROPOSED
CASING
87.38 LF 16" HDPE @ -0.22%
NP
NP
NP
NP
NPNPNP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
12" W
12" W
12" W
12" W
12" W
12" W12" W12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
VA
U
L
T
517.98 LF 8"P V C
R =5 47.50 '
STREET D
FU
T
U
R
E
5
0
'
F
L
-
F
L
FU
T
U
R
E
77
'
R
O
W
FUTURE 9''
UTILITY
EASEMENT
WATER LINE A
SEE SHEET WT3
FUTURE
STORM DRAIN
TRACT B
FUTURE
DEVELOPMENT
FUTURE 9'' UTILITY
EASEMENT
PT: 23+00.67
END HORZ.
DEFLECTION
INV. IN=4907.21 (S)
INV. OUT=4907.21 (N)
N: 125359.29
E: 214327.25
PVI: 20+33.37
INV. IN=4905.04 (SW)
INV. OUT=4905.04 (NE)
PVI: 18+87.39
INV. IN=4904.78 (SW)
INV. OUT=4904.78 (NE)
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
12
"
W
12
"
W
12
"
W
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
12" W
12" W
12" W
12" W
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
FU
T
U
R
E
7
7
'
R
O
W
FU
T
U
R
E
5
0
'
F
L
-
F
L
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
958.49 L
F
8
"
P
V
C
N00°00'0
0
"
E
PVI: 28+16.80
INV. IN=4909.58 (S)
INV. OUT=4909.58 (N)
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
10+5011+0012+0013+0014+0014+50
8"
P
V
C
8"
P
V
C
8" PVC
8" PVC
ST
A
.
1
1
+
9
5
.
1
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
8
9
7
.
0
1
ST
A
.
1
4
+
1
1
.
9
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
5
.
5
8
ST
A
.
1
4
+
1
6
.
4
0.
7
°
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
0
5
.
6
4
ST
A
.
1
1
+
2
9
.
0
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
1
0
.
1
8
ST
A
.
1
3
+
6
6
.
8
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
8
9
6
.
6
2
ST
A
.
1
1
+
9
5
.
1
1
8"
X
8
"
T
E
E
T.
O
.
P
.
=
4
8
9
7
.
0
1
ST
A
.
1
3
+
5
3
.
0
9
45
°
B
E
N
D
T.
O
.
P
.
=
4
8
9
6
.
6
5
ST
A
.
1
1
+
1
4
.
5
2
22
.
5
°
B
E
N
D
T.
O
.
P
.
=
4
9
1
0
.
1
8
87.38 LF 16" HDPE @ -0.22%
PROPOSED
GRADE
EXISTING
GROUND
22"
BE
G
I
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1
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+
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of 168
AR
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I
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E
NO
N
-
P
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T
A
B
L
E
L
I
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E
B
22
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
LINE
MATCH STA
18+50
LI
N
E
MA
T
C
H
ST
A
18
+
5
0
LIN
E
MA
T
C
H
ST
A
24
+
5
0
WATER LINE A
SEE SHEET WT2
LI
N
E
MA
T
C
H
ST
A
24
+
5
0
LI
N
E
MA
T
C
H
ST
A
29
+
0
0
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL NON-POTABLE LINE FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
5.NONPOTABLE WATER LINE SHALL HAVE A MINIMUM COVER OF 4.5' FROM FINISHED
GRADE TO TOP OF PIPE EXCEPT WHERE NOTED IN PLANS.
6.PVC PIPE WILL BE PVC C900 DR18.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
PROFILE SCALE:
NON-POTABLE LINE B
BOXELDER CREEK CROSSING
NP3
LOWER
NP2
MIDDLE
NP2
UPPER
NP3
UPPER
NP3
MIDDLE
NP2
LOWER
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
44+0045+0046+0047+00
8" PVC
8" PVC
ST
A
.
4
4
+
8
2
.
7
45
°
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30" PVC WATER
(BY OTHERS)
STA.=44+58.40
TOP=4908.30
EXISTING
GROUND
PROPOSED
GROUND
28"
10'
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU
NP
NP
NP
NP
NPNPNPNPNPNPNP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NP
NP
TIMNATH RESERVOIR INLET CAN
A
L
TRACT B
FUTURE
DEVELOPMENT
EXISTING GRAVEL
ACCESS ROAD
178.72 LF 8"PVC
R=340.00'
100'' IRRIGATION EASEMENT TO CACHE LA
POUDRE RESERVOIR COMPANY
PT: 38+04.72
END HORZ.
DEFLECTION
INV. IN=4910.31 (E)
INV. OUT=4910.31 (W)
N: 126645.37
E: 213898.72
PC: 36+26.00
BEGIN HORZ.
DEFLECTION
INV. IN=4910.02 (SE)
INV. OUT=4910.02 (NW)
N: 126564.56
E: 214055.83
366.84 LF 8" PVC
N47°43'20"W
NATURAL HABITAT
BUFFER ZONE (NHBZ)
W
W
OHU
OHU
OHU
OH
U
OH
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SS
W
H2O
NP
NP
NP
NISP
NISP
NISP
NISP
NISP
NISP
NP
NI
S
P
NI
S
P
NI
S
P
NI
S
P
NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP
NP
NP
NP
NP
NP
NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP
40'' W
A
T
E
R
L
I
N
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E
A
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REC
.
N
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.
2
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FUTU
R
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N
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S
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B
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H
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R
S
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I
G
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T
I
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PON
D
558.67 LF 8" PVC
N77°50'22"W
PI: ???
90° BEND
INV. IN=4911.37 (NE)
INV. IN=4911.37 (NW)
N: 126838.17
E: 213936.32
PT: 44+82.67
END HORZ.
DEFLECTION
& 90° BEND
INV. IN=4910.66 (E)
INV. OUT=4910.66 (N)
N: 126782.96
E: 213235.02
PC: 43+63.39
BEGIN HORZ.
DEFLECTION
INV. IN=4910.65 (E)
INV. OUT=4910.65 (W)
N: 126763.05
E: 213352.59
PVI: 39+41.07
INV. IN=4910.60 (E)
INV. OUT=4910.60 (W)
END: 46+34.86
INV. IN=4909.31 (SW)
N: 126928.97
E: 213268.93
PI: 45+93.82
22.5° BEND
INV. IN=4909.31 (S)
INV. OUT=4909.31 (NE)
N: 126893.27
E: 213248.69
PVI: 45+92.47
INV. IN=4909.31 (S)
INV. OUT=4909.31 (N)
PVI: 45+85.21
INV. IN=4902.05 (S)
INV. OUT=4902.05 (N)
PVI: 44+91.29
INV. IN=4902.05 (S)
INV. OUT=4902.05 (N)NATURAL HABITAT
BUFFER ZONE (NHBZ)
100' IRRIGATION EASEMENT TO
CACHE LA POUDRE
RESERVOIR COMPANY
EXISTING
TOP OF BANK
119.28 LF 8" PVC
R=1340.00'
41.04 LF 8" PVC
N29°33'37"E
11
1
.
1
6
L
F
8
"
P
V
C
N0
7
°
0
3
'
3
7
"
E
TIMNATH RESERVOIR INL
E
T
C
A
N
A
L
IRRIGATION POND
INTAKE & PUMP HOUSE
DESIGN BY OTHERS
W
W
W
W
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NISP
NI
S
P
NI
S
P
NISP
2.0
%
TRACT B
FUTURE
DEVELOPMENT
EXISTIN
G
G
R
A
V
E
L
ACCESS
R
O
A
D
TIMN
A
T
H
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
PI: 32+59.16
45° BEND
INV. IN=4909.86 (S)
INV. OUT=4909.86 (NW)
N: 126317.78
E: 214327.25
366.
8
4
L
F
8
"
P
V
C
N47°
4
3
'
2
0
"
W
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
NATURAL HABITAT
BUFFER ZONE (NHBZ)
SECTION LINE (TYP.)
958.49 L
F
8
"
P
V
C
N00°00'0
0
"
E
Sheet
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RE
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I
E
W
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E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
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c
.
c
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97
0
.
2
2
1
.
4
1
5
8
NP3
PL
A
N
&
P
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O
F
I
L
E
NO
N
-
P
O
T
A
B
L
E
L
I
N
E
B
23
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NP3
LOWER
NP2
MIDDLE
NP2
UPPER
NP3
UPPER
NP3
MIDDLE
NP2
LOWER
LI
N
E
MA
T
C
H
ST
A
34
+
0
0
PROFILE SCALE:
NON-POTABLE LINE B CROSSING
TIMNATH RESERVOIR INLET CANAL
LIN
E
MA
T
C
H
ST
A
38
+
5
0
LI
N
E
MA
T
C
H
ST
A
38
+
5
0
SE
E
N
O
N
-
P
O
T
A
B
L
E
W
A
T
E
R
L
I
N
E
B
CR
O
S
S
I
N
G
P
R
O
F
I
L
E
T
H
I
S
S
H
E
E
T
POSSIBLE FUTURE
PEDESTRIAN BRIDGE
BY OTHERS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL NON-POTABLE LINE FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
5.NONPOTABLE WATER LINE SHALL HAVE A MINIMUM COVER OF 4.5' FROM FINISHED
GRADE TO TOP OF PIPE EXCEPT WHERE NOTED IN PLANS.
6.PVC PIPE WILL BE PVC C900 DR18.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
LIN
E
MA
T
C
H
ST
A
34
+
0
0
LI
N
E
MA
T
C
H
ST
A
29
+
0
0
27" SS
27" SS
27" SS
27
"
S
S
27
"
S
S
27
"
S
S
8" SS
12" W
NP
NP
NP
NP
NP
NP
12" W
12" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
VA
U
L
T
E
E
E
E
E
E
NP
NP
NP
12" W
SD
SD
SD
SD
SD
SD
UD
12
"
W
8"
S
S
108.44 LF 8" PVC
S54°25'50"W
42'
FL-FL
69' ROW
STORM DRAIN E
SEE SHEET ST4
SUBDRAIN A
SEE SHEET SD1
ST
R
E
E
T
E
9' UTILITY EASEMENT
DRAINAGE
EASEMENT
NON-POTABLE LINE B
SEE SHEET NP2
TRACT H
FUTURE
DEVELOPMENT
PI: 10+00.00
8"x8" TEE
N: 124802.97
E: 214142.71
END: 11+08.44
N: 124739.89
E: 214054.51
STREET D
SANITARY LINE A
SEE SHEET SS2
STORM DRAIN M
SEE SHEET ST6
X
27" ABDN
S
S
27" ABDN
S
S
27" ABDN
S
S
27" SS
27" SS
BL
BL
BL
BLBL
BL
BL
BL
BL
BL
BL
27
"
S
S
27
"
S
S
12" W
12" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
NP
NP NP NP
123.90 LF 8" PVC
S45°47'42"W
ST
R
E
E
T
E
FRONTAGE ROAD
SANITARY LINE A
SEE SHEET SS2
NON-POTABLE LINE B
SEE SHEET NP2
35' SANITARY
SEWER &
NON-POTABLE
WATER EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
TRACT E
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DE
PI: 10+00.00
90° BEND
N: 124524.38
E: 214460.49
PVI: 10+48.97
PVI: 10+20.00
END: 11+23.90
N: 124438.00
E: 214371.67
PVI: 14+65.95
PVI: 11+23.90
STORM DRAIN N
SEE SHEET NP2
4885
4890
4895
4900
4905
4910
4915
4885
4890
4895
4900
4905
4910
4915
9+7510+0011+0011+50
ST
A
.
1
0
+
0
0
.
0
8"
x
8
"
T
E
E
T.
O
.
P
.
=
4
9
0
5
.
7
8
ST
A
.
1
0
+
2
7
.
1
22
.
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
5
.
7
8
ST
A
.
1
0
+
4
1
.
8
22
.
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
8
9
9
.
7
5
ST
A
.
1
0
+
5
4
.
6
22
.
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
8
9
9
.
7
5
ST
A
.
1
0
+
6
7
.
2
22
.
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
4
.
9
9
ST
A
.
1
1
+
0
8
.
4
8"
C
A
P
T.
O
.
P
.
=
4
9
0
5
.
0
1
48" RCP STORM
STA.=10+48.18
INV.=4901.65
EXISTING
GROUND
PROPOSED
GROUND
8" PVC
8" PVC
18" MIN.
27" PVC SANITARY
STA.=10+33.47
INV.=4893.96
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
9+5010+0011+0011+50
8" PVC
8" PVC
ST
A
.
1
0
+
0
0
.
0
8"
x
8
"
T
E
E
T.
O
.
P
.
=
4
8
9
7
.
0
1
ST
A
.
1
0
+
2
0
.
0
22
.
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
8
9
7
.
0
1
ST
A
.
1
0
+
4
9
.
0
22
.
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
9
.
0
3
ST
A
.
1
1
+
2
3
.
9
8"
C
A
P
T.
O
.
P
.
=
4
9
0
9
.
0
3
EXISTING
GROUND
PROPOSED
GROUND
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
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r
e
in
s
t
r
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t
s
o
f
s
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f
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f
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t
i
o
n
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l
e
s
s
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d
a
n
d
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b
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o
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c
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U
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RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
NP4
PL
A
N
&
P
R
O
F
I
L
E
NO
N
-
P
O
T
A
B
L
E
L
I
N
E
C
&
D
24
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NON-POTABLE LINE C
NON-POTABLE LINE D
NON-POT DNON-POT C
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL NON-POTABLE LINE FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
5.NONPOTABLE WATER LINE SHALL HAVE A MINIMUM COVER OF 4.5' FROM FINISHED
GRADE TO TOP OF PIPE EXCEPT WHERE NOTED IN PLANS.
6.PVC PIPE WILL BE PVC C900 DR18.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
W W W W W W W W
W
W
W
W
XXX
XXXX
XXX XXXXXXX
H2
O
H2
O
H2
O
H2
O
H2
O
NP NP
NP
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
LAKE
C
A
N
A
L
FUTURE CHANNEL CONTOURS
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
3.
4
%
4.
7
%
8.1%
2.1
%
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
PROPOSED CONTOURS
(FUTURE TRAIL BY OTHERS)
SEE SHEET CS3 FOR
TYPICAL TRAIL SECTION
113.84 LF 18" PVC
N00°59'16"W
14.34 LF 18" PVC
N12°14'16"W
72.91 LF 18" PVC
S44°00'44"W
EXISTING CITY OF
GREELEY WATERLINE
40' WATERLINE EASEMENT
REC. NO. 20060044720
PROPOSED 40' PEDESTRIAN
ACCESS AND TRAIL EASEMENT
UTILIZE EXISTING AERIAL CROSSING
OF LAKE CANAL. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION.
EXISTING
TOP OF BANK
IRRIGATION
POND
PROPOSED 30 PEDESTRIAN
ACCESS AND TRAIL EASEMENT
PI: 11+00.50
45° BEND
N: 127347.22
E: 213428.28
PI: 12+28.68
45° BEND
N: 127475.05
E: 213423.27
BEGIN: 10+27.59
N: 127294.78
E: 213377.62
PI: 12+14.34
11.25° BEND
N: 127461.04
E: 213426.31
SEE NON-POTABLE WATER LINE E
CROSSING PROFILE THIS SHEET
PI: 12+28.68
45° BEND
N: 127475.05
E: 213423.27
PI: 12+50.00
TIE ONTO EX. CULVERT
w/ CANDY CANE VENT PIPE
N: 127492.98
E: 213434.81
21.32 LF 18" PVC
N32°45'44"E
EXISTING DITCH
4900
4905
4910
4915
4920
4925
4930
4900
4905
4910
4915
4920
4925
4930
10+0011+0012+0013+00
ST
A
.
1
0
+
2
7
.
6
BE
G
I
N
T.
O
.
P
.
=
4
9
1
4
.
5
0
ST
A
.
1
1
+
9
3
.
0
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
7
.
7
1
ST
A
.
1
1
+
3
8
.
4
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
0
7
.
6
8
ST
A
.
1
0
+
6
2
.
4
1.
4
°
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
1
5
.
2
8
ST
A
.
1
1
+
0
1
.
3
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
1
5
.
2
2
ST
A
.
1
2
+
3
6
.
2
11
.
2
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
1
6
.
3
1
ST
A
.
1
2
+
4
7
.
0
22
.
5
°
V
E
R
T
I
C
A
L
B
E
N
D
T.
O
.
P
.
=
4
9
2
0
.
7
8
ST
A
.
1
2
+
5
0
.
0
0.
8
°
D
E
F
L
E
C
T
I
O
N
T.
O
.
P
.
=
4
9
2
0
.
9
2
ST
A
.
1
1
+
0
0
.
5
0
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
1
5
.
2
2
ST
A
.
1
2
+
1
4
.
3
4
11
.
2
5
°
B
E
N
D
T.
O
.
P
.
=
4
9
1
1
.
9
6
ST
A
.
1
2
+
2
8
.
6
8
45
°
B
E
N
D
T.
O
.
P
.
=
4
9
1
4
.
8
1
ST
A
.
1
2
+
5
0
.
0
0
TI
E
O
N
T
O
EX
I
S
T
I
N
G
C
U
L
V
E
R
T
w/
C
A
N
D
Y
C
A
N
E
VE
N
T
P
I
P
E
T.
O
.
P
.
=
4
9
2
0
.
9
2
18" PVC
18" PVC
18" PVC
18
"
P
V
C
EX. 60" WATER
STA.=10+83.09
TOP±4907.9
EXISTING
GROUND
PROPOSED
GROUND
FUTURE
GROUND
(BY OTHERS)
66"
36"
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
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t
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o
f
s
e
r
v
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c
e
pr
o
v
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e
d
b
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c
.
an
d
a
r
e
n
o
t
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o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
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o
f
e
s
s
i
o
n
a
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n
g
i
n
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e
r
i
n
th
e
e
m
p
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f
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P
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p
,
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c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
NP5
PL
A
N
&
P
R
O
F
I
L
E
NO
N
-
P
O
T
A
B
L
E
L
I
N
E
E
25
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
UTILIZE EXISTING AERIAL
CROSSING OF LAKE
CANAL. CONTRACTOR TO
VERIFY LOCATION AND
ELEVATION PRIOR TO
CONSTRUCTION.
CONTRACTOR TO VERIFY
LOCATION AND ELEVATION OF
EXISTING GREELEY WATERLINE
PRIOR TO CONSTRUCTION.
NP5
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL NON-POTABLE LINE FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
5.NONPOTABLE WATER LINE SHALL HAVE A MINIMUM COVER OF 4.5' FROM FINISHED
GRADE TO TOP OF PIPE EXCEPT WHERE NOTED IN PLANS.
6.PVC PIPE WILL BE PVC C900 DR18.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
W
W
W
W
W
W
W
W
W
W
X X X X X X X X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
OHU
OH
U
OH
U
T
T
SS
SS
SS 10" SS 10" SS 10" SS 10" SS 10" SS
10
"
S
S
10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS
10
"
S
S
10" SS 10" SS
10
"
S
S
10
"
S
S
E
E
/
/
/
/
/
/
/
/
T
W
W
W
W
W
OH
U
OH
U
OH
U
OH
U
OHU
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
H2
O
W
W
S
S
G
G
30
"
S
S
30
"
S
S
30" SSS
S
/
/
/
/
/
/
/
/
30" SS 30" SS 30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS
30" SS 30" SS 30" SS 30" SS
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
8" SS
12" W
12" W 12" W 12" W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
E
VAULT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E
VA
U
L
T
UD
UD
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UD
UD
UD
UD
UD
PR
O
S
P
E
C
T
R
O
A
D
STREE
T
B
9' UTIL
I
T
Y
E
A
S
E
M
E
N
T
9' UTIL
I
T
Y
E
A
S
E
M
E
N
T
SSMH A5
STA 17+99.78
N: 124445.52
E: 213267.83
OWNER:
ANDERSON
KENNTH E
& JULIE
ANN
OWNER:
DEADMOND
LARRY L &
NANCY K
OWNER:
CULBERT SON
DAVID M
OWNER:
SEA STAR
LIMITED
PARTNERSHIP
OWNER:
DESELMS
ROBERT A & K
DENISEOWNER:
MOODY
MARILYN
JOANNE
OWNER: WHITE
WESLEY R ANGELA M
OWNER: BADE
CARLA M
OWNER:
MOODY
MARILYN
JOANNE
TRACT H
FUTURE
DEVELOPMENT
SSMH A6
STA 20+97.42
N: 124743.16
E: 213267.11
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
15' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160018473
63
'
R
O
W
36
'
F
L
-
F
L
PROPERTY
BOUNDARY (TYP.)
SANITARY LINE A2
SEE SHEET SS3
SANITARY LINE A6
SEE SHEET SS3
WATER LINE A
SEE SHEET WT1
STORM DRAIN A
SEE SHEET ST1
PROPOSED
DRAINAGE
EASEMENT
EXISTING 10"
SANITARY SEWER
TO BE ABANDONED
SANITARY LINE A6W
SEE SHEET SS4
WATER LINE D
SEE SHEET WT7
APPROXIMATE LOCATION
EXISTING 27" WATERLINE
(CITY OF GREELEY)
CENTERLINE OF GREELEY 27" WATER PIPELINE (NO. 3),
PRESCRIPTIVE EASEMENT OF SUFFICIENT WIDTH FOR A
RIGHT-OF-WAY FOR AN UNDERGROUND WATER PIPE.
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
SSMH A4
STA 16+46.08
N: 124294.31
E: 213295.42
EX. SSMH AA
STA 10+00.00
ADJUST RIM TO
FINISHED GRADE
N: 123662.62
E: 213395.44
SSMH A1
STA 12+05.72
N: 123868.24
E: 213401.89
SSMH A3
STA 14+45.96
N: 124104.22
E: 213357.98
CONNECT TO EXISTING STUB
WITH MECHANICALLY
RESTRAINED JOINTS
INV. IN=4886.57 (N)
INV. OUT=4886.57 (S)
EX. ±14.50 LF
30" PVC
@ 0.34%
96.88 LF
30" PVC
@ 0.28%
143.36 LF
3
0
"
P
V
C
@
0
.
2
8
%
200.12
L
F
3
0
"
P
V
C
@
0
.
2
8
%
153.70 LF 3
0
"
P
V
C
@
0
.
2
8
%
297.64 LF 30" PVC @ 0.28%
191.22 LF 30" PVC @ 0.34%
STORM DRAIN F
SEE SHEET ST4
75.52 LF 27" PVC @ 0.26%
SSMH A7
STA 21+72.94
N: 124755.17
E: 213341.67
WATER LINE E
SEE SHEET WT8
SSMH A2
STA 13+02.60
N: 123964.26
E: 213389.00
TRACT G
OPEN SPACE
EXISTING 10"
SANITARY SEWER
TO BE ABANDONED
EXISTING 30"
SANITARY SEWER
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
20' DRAINAGE
EASEMENT
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
EX
.
S
S
M
H
A
A
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
0
3
.
3
±
IN
V
.
I
N
4
8
8
6
.
5
2
(
N
)
IN
V
.
I
N
4
8
9
3
.
8
4
(
W
)
IN
V
.
O
U
T
4
8
8
6
.
3
7
(
S
)
EX. ±14.50 LF
30" PVC
@ 0.34%
SS
M
H
A
1
ST
A
1
2
+
0
5
.
7
2
RI
M
4
9
0
4
.
3
±
IN
V
.
I
N
4
8
8
7
.
3
2
(
N
)
IN
V
.
O
U
T
4
8
8
7
.
2
2
(
S
)
96.88 LF 30" PVC @ 0.28%
SS
M
H
A
2
ST
A
1
3
+
0
2
.
6
0
RI
M
4
9
0
6
.
7
±
IN
V
.
I
N
4
8
8
7
.
7
9
(
N
)
IN
V
.
I
N
4
8
8
9
.
4
3
(
E
)
IN
V
.
O
U
T
4
8
8
7
.
5
9
(
S
)
143.36 LF 30" PVC @ 0.28%
200.12 LF 30" PVC @ 0.28%
SS
M
H
A
3
ST
A
1
4
+
4
5
.
9
6
RI
M
4
9
0
9
.
0
±
IN
V
.
I
N
4
8
8
8
.
3
9
(
N
)
IN
V
.
O
U
T
4
8
8
8
.
1
9
(
S
)
153.70 LF 30" PVC @ 0.28%
SS
M
H
A
4
ST
A
1
6
+
4
6
.
0
8
RI
M
4
9
0
8
.
4
±
IN
V
.
I
N
4
8
8
9
.
1
5
(
N
)
IN
V
.
O
U
T
4
8
8
8
.
9
5
(
S
)
297.64 LF 30" PVC @ 0.28%
SS
M
H
A
5
ST
A
1
7
+
9
9
.
7
8
RI
M
4
9
0
9
.
2
±
IN
V
.
I
N
4
8
8
9
.
7
8
(
N
)
IN
V
.
O
U
T
4
8
8
9
.
5
8
(
S
)
SS
M
H
A
6
(
I
N
S
I
D
E
D
R
O
P
M
H
)
ST
A
2
0
+
9
7
.
4
2
RI
M
4
9
1
0
.
6
±
IN
V
.
I
N
4
8
9
0
.
8
2
(
E
)
IN
V
.
I
N
4
8
9
2
.
4
0
(
N
)
IN
V
.
I
N
4
8
9
7
.
5
4
(
W
)
IN
V
.
O
U
T
4
8
9
0
.
6
2
(
S
)
75.52 LF 27" PVC @ 0.26%
18" RCP STORM
STA.=10+10.44
INV.=4899.11 8" PVC WATER
STA.=13+42.48
TOP=4902.67
191.22 LF 30" PVC @ 0.34%
CONTRACTOR TO VERIFY
LOCATION AND ELEVATION
OF EXISTING SANITARY STUB
PRIOR TO CONSTRUCTION.
EX
.
EX
.
EX
.
EX
.
CO
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
S
T
U
B
WI
T
H
M
E
C
H
A
N
I
C
A
L
L
Y
RE
S
T
R
A
I
N
E
D
J
O
I
N
T
S
ST
A
1
0
+
1
4
.
5
0
IN
V
.
4
8
8
6
.
5
7
(
N
)
IN
V
.
4
8
8
6
.
5
7
(
S
)
12" PVC WATER
STA.=10+39.47
TOP=4897.31
EX. 27" WATER
STA.=14+13.94
TOP±4901.45
PROPOSED
GROUND
EXISTING
GROUND
24" RCP STORM
STA.=16+23.18
INV.=4903.63
SS
M
H
A
7
ST
A
2
1
+
7
2
.
9
4
RI
M
4
9
1
1
.
3
±
IN
V
.
I
N
4
8
9
1
.
2
1
(
E
)
IN
V
.
O
U
T
4
8
9
1
.
0
1
(
W
)
6" PVC WATER
STA.=13+12.20
TOP=4901.60
SS1
PL
A
N
&
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
L
I
N
E
A
26
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
22
+
0
0
SS
2
LINE
MATCH STA
22+00
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
7.ALL SANITARY SEWER MANHOLES SHALL BE SIZED PER BOXELDER SANITATION
DISTRICT STANDARDS CONSTRUCTION SPECIFICATIONS LATEST EDITION.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SS2
SS1
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
SANITARY LINE A
X
X
X
X
X
X
X
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" S
S
27" S
S
27" S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
27"
S
S
27"
S
S
27"
S
S
27" SS 27" SS
27"
S
S
27"
S
S
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
NP
NP
12
"
W
NP
NP
12"
W
12"
W
E
E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E
E
E
E
E
VA
U
L
T
EE
E
E
E
E
E
E E E E E E E E E E E
E E E E E E E
E
E
E
E
SD
SD
SD
SD
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
12" W
SD
SD
SD
SD
SD
SD
SD
SD
UD UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
8"
S
S
STR
E
E
T
E
STREET D
FU
T
U
R
E
77'
R
O
W
FU
T
U
R
E
5
0
'
FL
-
F
L
STORM DRAIN G
SEE SHEET ST5
TRACT B
FUTURE
DEVELOPMENT
TRACT H
FUTURE
DEVELOPMENT
42'
FL
-
F
L
69'
R
O
W
35' SANITARY SEWER
& NON-POTABLE
WATER EASEMENT
30
'
P
E
D
E
S
T
R
I
A
N
AC
C
E
S
S
A
N
D
T
R
A
I
L
EA
S
E
M
E
N
T
CONCRETE
ENCASEMENT 30' SANITARY
SEWER EASEMENT
SANITARY LINE A10
SEE SHEET SS3
WATER LINE A
SEE SHEET WT2
STORM DRAIN E
SEE SHEET ST4
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING 27" RPM
SANITARY SEWER
(BOXELDER SANITATION)
ABANDON EXISTING 27" RPM SANITARY
SEWER SOUTH OF MANHOLE A13
SUBDRAIN A
SEE SHEET SD1
NON-POTABLE LINE C
SEE SHEET NP4
TRACT E
OPEN SPACE
DE
TRACT J
OPEN SPACE
DE
DRAINAGE EASEMENT
30' PEDESTRIAN
ACCESS AND TRAIL
EASEMENT
DRAINAGE EASEMENT
PROPOSED 100-YR
FLOODPLAIN
63
'
R
O
W
36
'
F
L
-
F
L
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SSMH A8
STA 25+72.94
N: 124753.91
E: 213741.67
SSMH A9
STA 27+32.54
N: 124763.50
E: 213900.98
SSMH A11
STA 31+49.87
N: 124649.67
E: 214220.81
SSMH A13
CONNECT TO EXISTING
27" RPM SANITARY
SEWER WITH
NEW MANHOLE
STA 34+44.16
N: 124532.54
E: 214466.50
SSMH A12
STA 32+83.69
N: 124647.57
E: 214354.62
SSMH A10
STA 29+23.41
N: 124827.63
E: 214080.76
159.60 LF 27" PVC @ 0.26%
190.87
L
F
2
7
"
P
V
C
@
0
.
2
9
%
226
.
4
6
L
F
2
7
"
P
V
C
@
0
.
2
6
%
133.82 LF 27" PVC @ 0.26%
160.47 LF
27" PVC
@ 0.23%
WATER LINE H
SEE SHEET WT8
400.00 LF 27" PVC @ 0.26%
EXISTING TOP
OF BANK
NON-POTABLE LINE B
SEE SHEET NP2
STORM DRAIN O
SEE SHEET ST7
SANITARY LINE A10W
SEE SHEET SS3
WATER LINE I
SEE SHEET WT7
STORM DRAIN M
SEE SHEET ST6
POND C
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+75
SS
M
H
A
8
ST
A
2
5
+
7
2
.
9
4
RI
M
4
9
1
0
.
7
±
IN
V
.
I
N
4
8
9
2
.
4
5
(
E
)
IN
V
.
O
U
T
4
8
9
2
.
2
5
(
W
)
159.60 LF 27" PVC @ 0.26%
190.87 LF 27" PVC @ 0.29%
SS
M
H
A
9
ST
A
2
7
+
3
2
.
5
4
RI
M
4
9
1
0
.
8
±
IN
V
.
I
N
4
8
9
3
.
0
7
(
E
)
IN
V
.
O
U
T
4
8
9
2
.
8
7
(
W
)
SS
M
H
A
1
0
ST
A
2
9
+
2
3
.
4
1
RI
M
4
9
1
0
.
3
±
IN
V
.
I
N
4
8
9
3
.
8
1
(
S
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
W
)
IN
V
.
O
U
T
4
8
9
3
.
6
2
(
W
)
226.46 LF 27" PVC @ 0.26%
SS
M
H
A
1
1
ST
A
3
1
+
4
9
.
8
7
RI
M
4
9
1
0
.
7
±
IN
V
.
I
N
4
8
9
4
.
6
0
(
E
)
IN
V
.
O
U
T
4
8
9
4
.
4
0
(
N
W
)
133.82 LF 27" PVC @ 0.26%
SS
M
H
A
1
3
ST
A
3
4
+
4
4
.
1
6
RI
M
4
9
0
4
.
9
±
IN
V
.
I
N
4
8
9
5
.
7
2
(
N
E
)
IN
V
.
O
U
T
4
8
9
5
.
5
2
(
N
W
)
8" PVC WATER
STA.=27+52.34
TOP=4905.75
EX
.
SS
M
H
A
1
2
ST
A
3
2
+
8
3
.
6
9
RI
M
4
9
0
7
.
0
±
IN
V
.
I
N
4
8
9
5
.
1
6
(
S
E
)
IN
V
.
O
U
T
4
8
9
4
.
9
5
(
W
)
160.47 LF 27" PVC @ 0.23%
BE
G
I
N
C
A
S
I
N
G
ST
A
3
3
+
2
9
.
1
0
IN
V
.
4
8
9
4
.
8
5
(
S
E
)
EN
D
C
A
S
I
N
G
ST
A
3
4
+
1
6
.
4
8
IN
V
.
4
8
9
5
.
0
5
(
N
W
)
STA.=33+22.62
CONCRETE CUT-OFF WALL
CONCRETE ENCASEMENT
SEE SHEET D6
PROPOSED
GROUND
EXISTING
GROUND
400.00 LF 27" PVC @ 0.26%
8" PVC NON-POT LINE
STA.=32+05.20
INV.=4904.96
8" PVC NONPOT WATER
STA.=29+79.57
INV.=4902.47
48" RCP STORM DRAIN
STA.=29+00.83
INV.=4901.81
18"
8" PVC SUBDRAIN
STA.=28+58.23
INV.=4897.28
SS2
PL
A
N
&
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
L
I
N
E
A
27
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
LI
N
E
MA
T
C
H
ST
A
22
+
0
0
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
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A
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AR
I
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O
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A
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C
O
L
O
R
A
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ep
s
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.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
7.ALL SANITARY SEWER MANHOLES SHALL BE SIZED PER BOXELDER SANITATION
DISTRICT STANDARDS CONSTRUCTION SPECIFICATIONS LATEST EDITION.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SS2
SS1
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
22
+
0
0
SS
1
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
SANITARY LINE A
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
10
"
S
S
10
"
S
S
10
"
S
S
10" SS
10
"
S
S
10
"
S
S
10
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
ST
R
E
E
T
B
OWNER:
CULBERT SON
DAVID M
TRACT H
FUTURE
DEVELOPMENT
TR
A
C
T
G
OP
E
N
S
P
A
C
E
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PROPERTY
BOUNDARY (TYP.)
APPROXIMATE LOCATION
EXISTING 27" WATERLINE
(CITY OF GREELEY)
ABANDONED EXISTING
10" SANITARY SEWER
SANITARY LINE A
SEE SHEET SS1
WATER LINE A
SEE SHEET WT1
63' ROW
36'
FL-FL
SSMH A2
STA 10+00.00
N: 123964.26
E: 213389.00
36.54 LF 8" PVC @ 0.44%
SSMH A2-E1
STA 10+36.54
N: 123969.12
E: 213425.21
WATER LINE E
SEE SHEET WT8
TRACT G
OPEN SPACE
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00
36.54 LF
8" PVC
@ 0.44%
SS
M
H
A
2
-
E
1
ST
A
1
0
+
3
6
.
5
4
RI
M
4
9
0
6
.
8
±
IN
V
.
O
U
T
4
8
8
9
.
5
9
(
W
)
PROPOSED
GROUND
EXISTING
GROUND
SS
M
H
A
2
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
0
6
.
7
±
IN
V
.
I
N
4
8
8
7
.
7
9
(
N
)
IN
V
.
I
N
4
8
8
9
.
4
3
(
E
)
IN
V
.
O
U
T
4
8
8
7
.
5
9
(
S
)
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+5010+0011+0011+50
SS
M
H
A
6
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
1
0
.
6
±
IN
V
.
I
N
4
8
9
0
.
8
2
(
E
)
IN
V
.
I
N
4
8
9
2
.
4
0
(
N
)
IN
V
.
I
N
4
8
9
7
.
5
4
(
W
)
IN
V
.
O
U
T
4
8
9
0
.
6
2
(
S
)
SS
M
H
A
6
-
N
1
ST
A
1
0
+
7
7
.
8
2
RI
M
4
9
1
1
.
2
±
IN
V
.
O
U
T
4
8
9
2
.
7
4
(
S
)
12" PVC WATER
STA.=10+25.74
TOP=4905.52
77.82 LF
8" PVC
@ 0.44%
PROPOSED
GROUND
EXISTING
GROUND
XXXXXX
X
X
X
X
OH
E
10" SS
10
"
S
S
10" SS10" SS
10
"
S
S
10
"
S
S
30" SS30" SS
27
"
S
S
27
"
S
S
27
"
S
S
8" SS
12" W12" W12" W
12
"
W
12
"
W
12
"
W
E
E
E
E
E
EE
EEE
E
E
E
EEE
E
EEE
E
E
E
EEEE
VA
U
L
T
UD
UD
STREET B
OWNER: DESELMS
ROBERT A & K DENISE
TRACT H
FUTURE
DEVELOPMENT
77.82 LF 8" PVC @ 0.44%9' UTILITY EASEMENT
9' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
TRACT G
OPEN SPACE
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
SANITARY LINE A
SEE SHEET SS1
EXISTING 10"
SANITARY SEWER
WATER LINE A
SEE SHEET WT2
SANITARY LINE A6W
SEE SHEET SS4
PROPOSED
DRAINAGE
EASEMENT
63
'
R
O
W
36
'
F
L
-
F
L
36'
FL-FL
63' ROW
ST
R
E
E
T
D
SSMH A6
STA 10+00.00
N: 124743.16
E: 213267.11
SSMH A6-N1
STA 10+77.82
N: 124820.97
E: 213267.36
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00
SS
M
H
A
1
0
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
1
0
.
3
±
IN
V
.
I
N
4
8
9
3
.
8
1
(
S
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
W
)
IN
V
.
O
U
T
4
8
9
3
.
6
2
(
W
)
54.84 LF
8" PVC
@ 0.45%
SS
M
H
A
1
0
-
E
1
ST
A
1
0
+
5
4
.
8
4
RI
M
4
9
1
0
.
0
±
IN
V
.
O
U
T
4
8
9
5
.
4
5
(
S
W
)
PROPOSED
GROUND
EXISTING
GROUND
SS
M
H
A
1
0
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
1
0
.
3
±
IN
V
.
I
N
4
8
9
3
.
8
1
(
S
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
W
)
IN
V
.
O
U
T
4
8
9
3
.
6
2
(
W
)
27" SS
27" SS
27" SS
27"
S
S
27"
S
S
27"
S
S
12" W
NP
NP
NP
NP
NP
NP
NP
12" W
12"
W
12"
W
12"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E
NP
NP
NP
NP
12" W
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
8"
S
S
ST
R
E
E
T
E
STRE
E
T
D
TRACT H
FUTURE
DEVELOPMENT
54.84 LF
8" PVC
@ 0.45%
9' UTIL
I
T
Y
E
A
S
E
M
E
N
T
9' UTIL
I
T
Y
E
A
S
E
M
E
N
T
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
TRACT B
FUTURE
DEVELOPMENT
SANITARY LINE A
SEE SHEET SS2
STORM DRAIN E
SEE SHEET ST4
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
NON-POTABLE LINE B
SEE SHEET NP2
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
WATER LINE A
SEE SHEET WT3
69' R
O
W
42'
FL
-
F
L
FUT
U
R
E
77'
R
O
W
FUT
U
R
E
5
0
'
FL
-
F
L
SSMH A10-E1
STA 10+54.84
N: 124862.00
E: 214123.49
SSMH A10
STA 10+00.00
N: 124827.63
E: 214080.76
SSMH A10-W1
STA 10+68.35
N: 124890.40
E: 214053.71
68.35 LF
8" PVC
@ 0.45%
WATER LINE I
SEE SHEET WT7
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
TRACT C
FUTURE
DEVELOPMENT
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+00
SS
M
H
A
1
0
-
W
1
ST
A
1
0
+
6
8
.
3
5
RI
M
4
9
1
0
.
4
±
IN
V
.
O
U
T
4
8
9
5
.
5
1
(
S
E
)
68.35 LF 8" PVC @ 0.45%
SS
M
H
A
1
0
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
1
0
.
3
±
IN
V
.
I
N
4
8
9
3
.
8
1
(
S
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
E
)
IN
V
.
I
N
4
8
9
5
.
2
0
(
N
W
)
IN
V
.
O
U
T
4
8
9
3
.
6
2
(
W
)
PROPOSED
GROUND
EXISTING
GROUND
12" PVC
WATER
STA.=10+21.42
INV.=4902.85
SS3
PL
A
N
&
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
L
I
N
E
S
A
2
,
A
6
,
A
1
0
&
A
1
0
W
28
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SANITARY LINE A2
PROFILE SCALE:
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
E
W
A
Y
A
T
P
R
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S
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E
C
T
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e
s
e
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r
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I
E
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AR
I
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O
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p
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o
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97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
7.ALL SANITARY SEWER MANHOLES SHALL BE SIZED PER BOXELDER SANITATION
DISTRICT STANDARDS CONSTRUCTION SPECIFICATIONS LATEST EDITION.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
A10
A2
A6
SANITARY LINE A6
PROFILE SCALE:PROFILE SCALE:
NORTH NORTH
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
PROFILE SCALE:
A10W
SANITARY LINE A10W SANITARY LINE A10
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / /
OHU OHU OHU OHU
OHU
W
W
W
X
X
X
X
X
X
X
X
XXXXX
XX
XXX
SS
SS SS
27" SS
27
"
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
/ /
/
/
/
/
/
/
W
W
S
W
S
SSS
6" A
B
D
N
W
6" A
B
D
N
W
6" ABDN W 6" ABDN W
6" ABDN W
6" ABDN W
6" ABDN W 6" ABDN W
/ /
/
/
/
/
/
/
VAULT
ELEC
H2O
H2O
H2O
H2O
ELEC
ELEC
VAULT
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SS SS SS SS SS SS SS SS SS SS
F E S
W
ELEC
FE S
VAULT
ELECVAULT
ELEC
TRAFFIC
VAULTE
VAULT
ELECTRAFFIC
VAULT
ELEC
H2OHYD
T ST S
VAULT
ELEC
X
X
X
X
X
X
E
E
E
E
E
G
G
G
G
G
E
E E
E
E
E
E E
E
E
12" W
G
G
G
G G G
G
G
G
GT
TTT
T
OHU
ST
12" W 12" W 12" W 12" W
12" ABDN W 12" ABDN W 12" ABDN W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
OHU
T ST S
8" SS 8" SS
8" SS 8" SS
8"
S
S
12"
W
12
"
W
12
"
W
12
"
W
12
"
W
WAY 2
3
2
1
WAY 1
3
21
WAY 3
3
21
WAY 4
3
21
WAY 5
3
2
1
E
E
E
E
E
E
E
E
E
E
E
E
E E VAULT
E
E
E
SD SD SD
SD
SD SD SD SD
SD
SD
SD
SD
UD UD UD
UD
UD
UD UD
UD
UD
SSMH B3
STA 13+97.03
N: 123737.26
E: 214580.23
SSMH B4
STA 14+97.88
N: 123838.06
E: 214576.74
SSMH B2
STA 12+21.29
N: 123731.19
E: 214404.59
SSMH B1
STA 11+67.92
N: 123694.57
E: 214365.78
SSMH B
STA 10+00.00
CONNECT TO EXISTING 27" RPM
SANITARY SEWER WITH
NEW MANHOLE
N: 123699.38
E: 214197.93
STORM DRAIN C
SEE SHEET ST2
WATER LINE B
SEE SHEET WT6
PROPOSED
DRAINAGE
EASEMENT
WATER LINE C
SEE SHEET WT6
PROPOSED
DRAINAGE
EASEMENT
EXISTING
123' ROW
(WIDTH VARIES)
15
'
U
T
I
L
I
T
Y
&
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
TO
T
H
E
C
I
T
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
RE
C
E
P
T
I
O
N
N
O
.
2
0
1
6
0
0
1
8
4
7
3
20
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
BO
X
E
L
E
D
E
R
S
A
N
I
T
A
T
I
O
N
D
I
S
T
R
I
C
T
BO
O
K
1
2
9
9
P
A
G
E
2
0
5
10
'
W
A
T
E
R
P
I
P
E
L
I
N
E
EA
S
E
M
E
N
T
T
O
E
L
C
O
RE
C
E
P
T
I
O
N
N
O
.
2
0
1
6
0
0
1
8
4
7
3
30' SANITARY SEWER EASEMENT TO
BOXELDER SANITATION DISTRICT
167.92 LF 8" PVC @ 0.44%
100.86 LF
8" PVC
@ 0.44%
175.74 LF 8" PVC @ 0.44%
53.36 LF 8" PVC @ 0.44%
PROSPECT ROAD
FR
O
N
T
A
G
E
R
O
A
D
EXISTING 27" RPM SANITARY SEWER
(BOXELDER SANITATION)
EXISTING UNDERGROUND
ELECTRIC (FORT COLLINS
UTILITIES)
EXISTING GAS
(XCEL ENERGY)
FR
O
N
T
A
G
E
R
O
A
D
30' SANITARY SEWER
EASEMENT TO
BOXELDER SANITATION
DISTRICT
89' FL-FL
(WIDTH VARIES)
TRACT F
FUTURE
DEVELOPMENTTRACT K
FUTURE
DEVELOPMENT
21' ROW
SUBDRAIN H
SEE SHEET SD2
POND H
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
SS
M
H
B
2
ST
A
1
2
+
2
1
.
2
9
RI
M
4
9
0
3
.
6
±
IN
V
.
I
N
4
8
9
3
.
2
4
(
E
)
IN
V
.
O
U
T
4
8
9
3
.
0
4
(
S
W
)
SS
M
H
B
3
ST
A
1
3
+
9
7
.
0
3
RI
M
4
9
0
4
.
0
±
IN
V
.
I
N
4
8
9
4
.
2
2
(
N
)
IN
V
.
O
U
T
4
8
9
4
.
0
2
(
W
)
100.86 LF 8" PVC @ 0.44%
SS
M
H
B
4
ST
A
1
4
+
9
7
.
8
8
RI
M
4
9
0
4
.
9
±
IN
V
.
O
U
T
4
8
9
4
.
6
6
(
S
)
SS
M
H
B
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
0
3
.
0
±
IN
V
.
I
N
4
8
9
1
.
8
7
(
E
)
IN
V
.
O
U
T
4
8
9
1
.
6
7
(
S
)
167.92 LF 8" PVC @ 0.44%
SS
M
H
B
1
ST
A
1
1
+
6
7
.
9
2
RI
M
4
9
0
4
.
0
±
IN
V
.
I
N
4
8
9
2
.
8
1
(
N
E
)
IN
V
.
O
U
T
4
8
9
2
.
6
1
(
W
)
53.36 LF 8" PVC @ 0.44%175.74 LF 8" PVC @ 0.44%
38"x24" HERCP STORM
STA.=14+12.03
INV.=4897.97
12" PVC WATER
STA.=13+08.99
TOP=4898.79
EX
.
PROPOSED
GROUND
EXISTING
GROUND
EX. 4" PVC GAS
STA.=13+84.04
INV.±4900.8EX. 2-6" PVC ELEC CONDUIT
STA.=13+34.06
INV.±4900.4
41"32"8" PVC SUBDRAIN
STA.=14+17.92
INV.=4897.03
24"
X
X
X
X
X
XXXXXOHE
10
"
S
S
10" SS 10
"
S
S
10
"
S
S
10" SS 10" SS
30
"
S
S
30
"
S
S
27" SS 27" SS 27" SS
8"
S
S
12
"
W
12
"
W
12
"
W
12" W 12" W 12" W
E E
E EEEE
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
VAULT
UD UD
PROPERTY
BOUNDARY (TYP.)
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
WATER LINE A
SEE SHEET WT2
SANITARY LINE A
SEE SHEET SS1
ABANDON EXISTING 10" SANITARY
SEWER SOUTH OF EX. SSMH A6-W1
PER DISTRICT STANDARDS.
SANITARY LINE A6
SEE SHEET SS3
WATER LINE F
SEE SHEET WT8
PROPOSED
DRAINAGE
EASEMENT
63' ROW
36'
FL-FL
36
'
F
L
-
F
L
63
'
R
O
W
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STREET D
ST
R
E
E
T
B
SSMH A6-W1
STA 10+37.76
CORE DRILL AND GROUT
NEW 12" CONNCECTION (E)
REMOVE AND GROUT
EXISTING 10" SANITARY (S)
N: 124743.28
E: 213229.35
37.76 LF 12" PVC @ 2.00%
SSMH A6
STA 10+00.00
N: 124743.16
E: 213267.11
OWNER: DESELMS
ROBERT A & K DENISE
TRACT B
FUTURE
DEVELOPMENT
TR
A
C
T
G
OP
E
N
S
P
A
C
E
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+5010+0011+0011+50
37.76 LF 12" PVC @ 2.00%
EX
.
S
S
M
H
A
6
-
W
1
ST
A
1
0
+
3
7
.
7
6
RI
M
4
9
1
0
.
6
±
EX
.
I
N
V
.
I
N
4
8
9
8
.
4
0
(
W
)
IN
V
.
O
U
T
4
8
9
8
.
3
0
(
E
)
SS
M
H
A
6
(
I
N
S
I
D
E
D
R
O
P
M
H
)
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
1
0
.
6
±
IN
V
.
I
N
4
8
9
0
.
8
2
(
E
)
IN
V
.
I
N
4
8
9
2
.
4
0
(
N
)
IN
V
.
I
N
4
8
9
7
.
5
4
(
W
)
IN
V
.
O
U
T
4
8
9
0
.
6
2
(
S
)
PROPOSED
GROUND
EXISTING
GROUND
12" PVC WATER
STA.=10+14.00
INV.=4904.18
SS4
PL
A
N
&
P
R
O
F
I
L
E
SA
N
I
T
A
R
Y
L
I
N
E
A
6
W
&
B
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SANITARY LINE B
PROFILE SCALE:
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
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p
,
I
n
c
.
an
d
a
r
e
n
o
t
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o
b
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u
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d
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r
an
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t
y
p
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o
f
c
o
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s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
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i
o
n
a
l
E
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g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
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p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
7.ALL SANITARY SEWER MANHOLES SHALL BE SIZED PER BOXELDER SANITATION
DISTRICT STANDARDS CONSTRUCTION SPECIFICATIONS LATEST EDITION.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
10.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
11.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
12.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
NORTH
B
EXISTING 27" RPM SANITARY SEWER
TO BE ABANDONED TO THE NORTH IN THE
FUTURE PER GATEWAY AT PROSPECT
EXISTING 100-YR FLOODPLAIN
EXISTING 100-YR FLOODWAY
29
PROFILE SCALE:
SANITARY LINE A6W
NORTH
A6W
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
30
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
12
"
W
12" W 12" W 12" W
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E
E
E
E
E
E
E
E
UD UD
SD
12
"
W
12
"
W
UD
UD
W
W
W
W
W
W
W
X
X
X
X
X
X
X
SS
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
W
OHU OHU
OH
U
W SD
SD
SD
SD
SD
SD
S
H2O
GGGGG
GG
30
"
S
S
12" W 12" W 12" W 12" W
V.P.
V.P.
H2O
PROSPECT ROAD
ST
R
E
E
T
B
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
PROPERTY
BOUNDARY (TYP.)
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
TRACT H
FUTURE
DEVELOPMENT
SANITARY LINE A
SEE SHEET SS1
WATER LINE A
SEE SHEET WT1
INLET A2
STA 13+90.01
N: 123662.13
E: 213444.49
INLET A3
STA 14+55.71
N: 123676.56
E: 213380.11
OUTLET B2
STA 10+72.92
N: 123761.03
E: 213671.28
FES B1
STA 10+00.00
N: 123748.09
E: 213743.02
FES A1
STA 13+10.28
N: 123742.32
E: 213455.11
POND E
80.89 LF 24" RCP @ 0.25%
65.97 LF 18" @ 0.25%
72.90 LF 18" HDPE @ 1.21%
TRACT J
OPEN SPACE
DE
EXISTING
SUBDRAIN
TRACT G
OPEN SPACE
PROPOSED DRAINAGE
EASEMENT
PROPOSED 100-YR
FLOODPLAIN
PROPOSED PLANTED
RIPRAP SEE DETAIL
SHEET EC3
PROPOSED
FOREBAY SEE
DETAIL 803/D8
RAIN GARDEN E
SEE SHEET RG1
63' ROW
36'
FL-FL
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
13' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
APPROXIMATE LOCATION
EXISTING 27" WATER LINE
(CITY OF GREELEY)
DRAINAGE
EASEMENT
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+5010+0011+0012+0013+0014+0015+0015+50
FE
S
B
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
8
9
6
.
3
9
(
W
)
OU
T
L
E
T
B
2
ST
A
1
0
+
7
2
.
9
2
IN
V
.
4
8
9
7
.
2
7
(
E
)
PROPOSED
GROUND
EXISTING
GROUND
100-YEAR HGL
72.90 LF 18" HDPE @ 1.21%
PRIVATE STORM
IN
L
E
T
A
3
ST
A
1
4
+
5
5
.
7
1
FL
.
E
L
4
9
0
2
.
6
±
IN
V
.
O
U
T
4
8
9
9
.
1
5
(
E
)
IN
L
E
T
A
2
ST
A
1
3
+
9
0
.
0
1
FL
.
E
L
4
9
0
2
.
3
±
IN
V
.
I
N
4
8
9
8
.
9
8
(
W
)
IN
V
.
O
U
T
4
8
9
8
.
9
8
(
N
)
65.97 LF
18"
@ 0.25%
80.89 LF
24" RCP
@ 0.25%
FE
S
A
1
ST
A
1
3
+
1
0
.
2
8
IN
V
.
4
8
9
8
.
7
9
(
S
)
PUBLIC STORM
RAIN GARDEN E UNDERDRAIN
AND POND E SUBDRAIN
PROJECTED FOR REFERENCE ONLY
SEE SHEET SD4
18"'
30" PVC SANITARY
STA.=14+39.69
INV.=4886.56
12" PVC WATER
STA.=14+49.83
INV.=4896.42
100-YEAR HGL
ST1
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
A
&
B
30CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
STORM DRAIN A
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
STORM DRAIN B
PROFILE SCALE:
A&B
Inlet ID Type Size (ft)
Inlet A2 CDOT Type R 10'
Inlet A3 CDOT Type R 10'
W
W
X
X
X
X
X
X
X
X
XXX
SS
SS SS
27" SS
27
"
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
W
SS SS
6" A
B
D
N
W
6" A
B
D
N
W
6" ABDN W 6" ABDN W 6" ABDN W
6" AB
D
N
W
6" AB
D
N
W
6" ABDN W
6" ABDN W
6" ABDN W
6" ABDN W 6" ABDN W
H2O
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SS SS SS SS SS SS SS SS SS SS SS
H2OHYD
T S
XX
X
X
X
X
X
E
E
E
E
G
G
G
G
E E
E
E
E E E
E
E
12" W
G
G
G
G G G
G
G
G
TTT
T
OHU
12" W 12" W 12" W 12" W
12" ABDN W 12" ABDN W 12" ABDN W
12" ABDN W
12" ABDN W
12" ABDN W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
ST
ST
OHU
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / /
OHU OHU OHU OHU
OHU
OHU OHU OHU
OHU
8" SS 8" SS
8" SS 8" SS
8"
S
S
12"
W
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E E VAULT
E
E
SD SD SD
SD
SD SD SD SD
SD
SD
SD
UD UD UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
T ST S
EXISTING
123' ROW
(WIDTH VARIES)
PROSPECT ROAD
WATER LINE B
SEE SHEET WT4
SANITARY LINE B
SEE SHEET SS4
STMH C5 (5'Ø)
STA 12+59.62
N: 123745.99
E: 214398.41
STMH C4 (5'Ø)
STA 12+06.81
N: 123709.74
E: 214360.00
STMH C2 (6'Ø)
STA 10+31.70
N: 123714.76
E: 214184.97
OUTLET C7
STA 14+67.72
N: 123753.19
E: 214606.38FES C1
STA 10+00.00
N: 123698.03
E: 214158.04
POND H
EXISTING ABANDONED
27" SANITARY SEWER
(BOXELDER SANITATION)
BO
X
E
L
D
E
R
C
R
E
E
K
PROPOSED
DRAINAGE EASEMENT
PROPOSED
DRAINAGE
EASEMENT
30'' BOXELDER SANITATION
DISTRICT EASEMENT
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473 20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
10' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160018473
EXISTING 100-YR
FLOODPLAIN
WATER LINE C
SEE SHEET WT6
FR
O
N
T
A
G
E
R
O
A
D
STMH C6 (6'Ø)
STA 14+56.03/10+00.00
N: 123752.77
E: 214594.70
EXISTING 100-YR
FLOODWAY
30' BOXELDER SANITATION
DISTRICT EASEMENT BY
SEPARATE DOCUMENT
EXISTING UNDERGROUND
ELECTRIC (FORT COLLINS
UTILITIES)
CONTRACTOR TO
CONTACT LIGHT &
POWER PRIOR TO
ANY CONSTRUCTION
ACTIVITY IN THIS
AREA
STORM DRAIN C2.1
SEE SHEET ST3
STMH C6-1 (6'Ø)
STA 10+24.28
N: 123728.49
E: 214595.26
STMH C6-3 (5'Ø)
STA 12+56.39
N: 123712.41
E: 214826.80
STMH C6-4 (5'Ø)
STA 13+13.08
N: 123732.74
E: 214879.72
FUTURE OUTLET T2
STA 13+48.88
N: 123757.52
E: 214905.56
TRACT F
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
FUTURE POND CONTOURS
FOR REFERENCE ONLY
31.70 LF
30" RCP
@ 0.20%
175.11 LF 30" RCP @ 0.20%
52.81 LF
30" RCP
@ 0.20%
196.40 LF
38"x24 HERCP
@ 0.20%
11.69 LF 30" RCP @ 0.50%
24.28 LF
30" RCP
@ 0.40%
30.89 LF 30" RCP @ 0.40%
201.22 LF
30" RCP
@ 0.40%
56.69 LF
30" RCP
@ 1.45%
FUTURE
35.80 LF
30" RCP
@ 1.51%
INSERTA TEE C6-2
STA 10+55.17
N: 123726.35
E: 214626.07
SUBDRAIN H
SEE SHEET SD2
POND H SUBDRAIN
SEE SHEET SD3
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
FE
S
C
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
8
9
7
.
0
9
(
N
E
)
31.70 LF
30" RCP
@ 0.20%
ST
M
H
C
2
(
6
'
Ø
)
ST
A
1
0
+
3
1
.
7
0
RI
M
4
9
0
3
.
2
±
IN
V
.
I
N
4
8
9
7
.
8
2
(
N
)
IN
V
.
I
N
4
8
9
7
.
1
5
(
E
)
IN
V
.
O
U
T
4
8
9
7
.
1
5
(
S
W
)
175.11 LF 30" RCP @ 0.20%
52.81 LF 30" RCP @ 0.20%
ST
M
H
C
4
(
5
'
Ø
)
ST
A
1
2
+
0
6
.
8
1
RI
M
4
9
0
4
.
2
±
IN
V
.
I
N
4
8
9
7
.
5
0
(
N
E
)
IN
V
.
O
U
T
4
8
9
7
.
5
0
(
W
)
196.40 LF 38"x24" HERCP @ 0.20%
ST
M
H
C
5
(
5
'
Ø
)
ST
A
1
2
+
5
9
.
6
2
RI
M
4
9
0
3
.
9
±
IN
V
.
I
N
4
8
9
7
.
6
1
(
E
)
IN
V
.
O
U
T
4
8
9
7
.
6
1
(
S
W
)
OU
T
L
E
T
C
7
ST
A
1
4
+
6
7
.
7
2
IN
V
.
4
8
9
8
.
9
7
(
W
)
EXISTING
GROUND
12" PVC WATER
STA.=13+53.91
TOP=4895.21
18"
MIN.
8" PVC SANITARY
STA.=14+41.03
INV.=4894.28
EX. 27" PVC SANITARY
STA.=10+42.15
INV.=4891.74
100-YEAR HGL
PRIVATE STORM
PROPOSED
GROUND
ST
M
H
C
6
(
6
'
Ø
)
ST
A
1
4
+
5
6
.
0
3
RI
M
4
9
0
3
.
5
±
IN
V
.
I
N
4
8
9
8
.
9
1
(
E
)
IN
V
.
I
N
4
8
9
8
.
0
0
(
S
)
IN
V
.
O
U
T
4
8
9
8
.
0
0
(
W
)
11.69 LF 30" RCP @ 0.50%
EX. 2-6" PVC ELEC CONDUIT
STA.=13+79.32
INV.±4900.5
EX. 4" PVC GAS
STA.=14+27.64
INV.±4901.0
4"8"
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00 13+00 14+00 14+50
FUTURE
35.80 LF
30" RCP
@ 1.51%
ST
M
H
C
6
-
4
(
5
'
Ø
)
ST
A
1
3
+
1
3
.
0
8
RI
M
4
9
0
3
.
9
±
IN
V
.
I
N
4
8
9
9
.
8
5
(
N
E
)
IN
V
.
O
U
T
4
8
9
9
.
8
5
(
W
)
56.69 LF
30" RCP
@ 1.45%
ST
M
H
C
6
-
3
(
5
'
Ø
)
ST
A
1
2
+
5
6
.
3
9
RI
M
4
9
0
3
.
8
±
IN
V
.
I
N
4
8
9
9
.
0
3
(
E
)
IN
V
.
O
U
T
4
8
9
9
.
0
3
(
W
)
201.22 LF
30" RCP
@ 0.40%30.89 LF
30" RCP
@ 0.40%
ST
M
H
C
6
-
1
(
6
'
Ø
)
ST
A
1
0
+
2
4
.
2
8
RI
M
4
9
0
3
.
4
±
IN
V
.
I
N
4
8
9
8
.
1
0
(
E
)
IN
V
.
O
U
T
4
8
9
8
.
1
0
(
N
)
24.28 LF
30" RCP
@ 0.40%
ST
M
H
C
6
(
6
'
Ø
)
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
0
3
.
5
±
IN
V
.
I
N
4
8
9
8
.
9
1
(
E
)
IN
V
.
I
N
4
8
9
8
.
0
0
(
S
)
IN
V
.
O
U
T
4
8
9
8
.
0
0
(
W
)
EXISTING
GROUND
PROPOSED
GROUND
FU
T
U
R
E
O
U
T
L
E
T
T
2
ST
A
1
3
+
4
8
.
8
8
IN
V
.
4
9
0
0
.
3
9
(
S
W
)
FUTURE
GROUND
PRIVATE STORM
100-YEAR HGL
IN
S
E
R
T
A
T
E
E
C
6
-
2
ST
A
1
0
+
5
5
.
1
7
IN
V
.
4
8
9
8
.
2
2
(
E
)
IN
V
.
4
8
9
9
.
2
1
(
S
)
IN
V
.
4
8
9
8
.
2
2
(
W
)
ST2
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
C
&
C
6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
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e
r
v
i
c
e
pr
o
v
i
d
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d
b
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P
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r
o
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,
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d
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r
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o
t
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o
b
e
u
s
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d
f
o
r
an
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t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
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r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
STORM DRAIN C
PROFILE SCALE:
NORTH
C&C6
STORM DRAIN C6
PROFILE SCALE:
31
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E E E
E E
E
E
E
E
E
E E E E E
12"
W
12" W
12" W
12" W
12" W
12" W
UD
UD
UD
UD
UD
UD
UD
UD
XX
X
X
X
X
X
X
X
X
X
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
VAULT
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL BL
VAULT
ELEC
GGG
G
G
G
G
E
E
E
E
E
E
FRONTAGE ROAD
POND D
47.90 LF 15" RCP @ 0.50%
FES D1
STA 10+00.00
N: 124720.71
E: 214876.60
STMH D2
STA 10+47.90
N: 124698.87
E: 214833.97
20.72 LF
15" RCP
@ 0.50%
INLET D3
STA 10+68.62
N: 124678.21
E: 214835.52
STORM DRAIN H
SEE SHEET ST5
STORM DRAIN L
SEE SHEET ST7
PROPOSED
FOREBAY SEE
DETAIL 803/D8
BOX
E
L
D
E
R
C
R
E
E
K
TRACT E
OPEN SPACE
DE
54
'
F
L
-
F
L
81
'
R
O
W
9'' UTILITY
EASEMENT
SUBDRAIN D
SEE SHEET SD4
RAIN GARDEN D
SEE SHEET RG1
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
30' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
4895
4900
4905
4910
4915
4920
4925
4930
4935
4895
4900
4905
4910
4915
4920
4925
4930
4935
9+5010+0011+0011+50
PROPOSED
GROUND
EXISTING
GROUND
47.90
LF 15" RCP
@ 0.50%
ST
M
H
D
2
ST
A
1
0
+
4
7
.
9
0
RI
M
4
9
1
0
.
5
±
IN
V
.
I
N
4
9
0
7
.
7
6
(
S
)
IN
V
.
O
U
T
4
9
0
7
.
7
6
(
N
E
)
20.72 LF
15" RCP
@ 0.50%
FE
S
D
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
7
.
5
2
(
S
W
)
PUBLIC STORM
IN
L
E
T
D
3
ST
A
1
0
+
6
8
.
6
2
FL
.
E
L
4
9
1
1
.
0
±
IN
V
.
O
U
T
4
9
0
7
.
8
6
(
N
)
100-YEAR HGL
8"
S
S
8"
S
S
SD
SD
SD
SD
SD SD
UD
UD
W
W
W
W
XXXXX
X
X
X
X
X
X
X
X
X
SS
SS
SS
27
"
S
S
27" SS
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
W
W
SS
SS
H2
O
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL BL
BL
X
X
X
X
X X X X
OH
U
OH
U
12
"
W
12
"
W
12
"
W
12
"
W
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
STMH C2.1 (4'Ø)
STA 11+73.91
N: 123888.64
E: 214187.97
PR
O
S
P
E
C
T
R
O
A
D
BOX
E
L
D
E
R
C
R
E
E
K
POND G
BOX
E
L
D
E
R
C
R
E
E
K
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
PROPOSED
100-YR
FLOODPLAIN
20'' DRAINAGE
EASEMENT
OUTLET C2.2
STA 12+17.55
N: 123926.93
E: 214167.02
43.65 LF
21" RCP
@ 0.50%
STORM DRAIN C
SEE SHEET ST2
SANITARY LINE B
SEE SHEET SS4
PROPERTY BOUNDARY (TYP.)
PROPOSED
DRAINAGE
EASEMENT
173.91 LF 21" RCP @ 0.50%
STMH C2 (6'Ø)
STA 10+00.00
N: 123714.76
E: 214184.97
SUBDRAIN H
SEE SHEET SD2
SUBDRAIN G
SEE SHEET SD5
BOXELDER CREEK NATURAL
HABITAT BUFFER ZONE (NHBZ)EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+5010+0011+0012+0013+00
100-YEAR HGL
S
T
M
H
C
2
(
6
'
Ø
)
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
0
3
.
2
±
IN
V
.
I
N
4
8
9
7
.
8
2
(
N
)
IN
V
.
I
N
4
8
9
7
.
1
5
(
E
)
IN
V
.
O
U
T
4
8
9
7
.
1
5
(
S
W
)
OU
T
L
E
T
C
2
.
2
ST
A
1
2
+
1
7
.
5
5
IN
V
.
4
8
9
8
.
9
1
(
S
E
)
43.65 LF
21" RCP
@ 0.50%
ST
M
H
C
2
.
1
(
4
'
Ø
)
ST
A
1
1
+
7
3
.
9
1
RI
M
4
9
0
4
.
0
±
IN
V
.
I
N
4
8
9
8
.
6
9
(
N
W
)
IN
V
.
O
U
T
4
8
9
8
.
6
9
(
S
)
PRIVATE STORM
173.91 LF 21" RCP @ 0.50%
PROPOSED
GROUNDEXISTING
GROUND
8" PVC SUBDRAIN
STA.=10+10.33
INV.=4895.79
8" PVC SUBDRAIN
STA.=10+18.61
INV.=4895.83
ST3
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
C
2
&
D
32CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
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t
s
o
f
s
e
r
v
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c
e
pr
o
v
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d
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d
b
y
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P
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p
,
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.
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d
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r
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f
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c
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o
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s
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T
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V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
STORM DRAIN D
PROFILE SCALE:
STORM DRAIN C2
PROFILE SCALE:
NORTH
D
C2
Inlet ID Type Size (ft)
Inlet D3 FC Combo Double
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+0012+0013+0014+0015+00
OU
T
L
E
T
E
4
ST
A
1
4
+
5
6
.
4
3
IN
V
.
4
9
0
2
.
0
2
(
S
E
)
ST
M
H
E
2
(
6
'
Ø
)
ST
A
1
1
+
7
8
.
6
8
RI
M
4
9
0
9
.
8
±
IN
V
.
I
N
4
9
0
1
.
3
4
(
N
W
)
IN
V
.
O
U
T
4
9
0
1
.
3
4
(
S
)
27" PVC SANITARY
STA.=13+65.88
INV.=4893.55
171.90 LF 48" RCP @ 0.25%
8" PVC NON-POTABLE WATER
STA.=13+01.81
TOP=4899.75
100-YEAR HGL
18"
MIN.
FE
S
E
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
I
N
4
9
0
0
.
9
3
(
N
)
178.68 LF
48" RCP
@ 0.23%
PRIVATE STORM
ST
M
H
E
3
(
6
'
Ø
)
ST
A
1
3
+
5
0
.
5
8
RI
M
4
9
1
0
.
1
±
IN
V
.
I
N
4
9
0
1
.
7
8
(
N
W
)
IN
V
.
O
U
T
4
9
0
1
.
7
8
(
S
E
)
105.84 LF 48" RCP @ 0.23%
18"
MIN.
20" STEEL CASING
STA.=13+85.95
TOP=4899.98
8" PVC SUBDRAIN
STA.=11+58.55
INV.=4897.67
PROPOSED
GROUND
EXISTING
GROUND
27
"
S
S
27
"
S
S
27
"
S
S
27"
S
S
27" SS
27" SS
27" SS
27"
S
S
12"
W
12"
W
12
"
W
NP
NP
E
E
E
E
E
E
E E E E E E
E
E E
E
E E E E E E
E
E
E
E
E
E
E EE
SD
SD
NP
NP NP NP
12
"
W
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
8" SS
BL
BL
BL
BL
BL
9' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
OUTLET E4
STA 14+56.43
N: 124861.23
E: 213978.85
ST
R
E
E
T
D
INTERIM
POND B
BO
X
E
L
D
E
R
C
R
E
E
K
TRACT J
OPEN SPACE
DE
9' UTILITY EASEMENT
42
'
F
L
-
F
L
69
'
R
O
W
63' R
O
W
36' FL-
F
L
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
178.68 LF 48" RCP @ 0.23%
FES E1
STA 10+00.00
N: 124501.87
E: 214206.10
POND F
STMH E3 (6'Ø)
STA 13+50.58
N: 124813.08
E: 214073.11
105.84
L
F
4
8
"
R
C
P
@
0
.
2
3
%
STREET E
STMH E2 (6'Ø)
STA 11+78.68
N: 124678.67
E: 214180.28
171.90 LF 48" RCP @ 0.25%SANITARY LINE A
SEE SHEET SS2
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED
DRAINAGE
EASEMENT
NON-POTABLE
LINE C
SEE SHEET NP3
PROPOSED 100-YR
FLOODPLAIN
PROPOSED PLANTED
RIPRAP SEE DETAIL
SHEET EC3
STORM DRAIN K
SEE SHEET ST6
SUBDRAIN C
SEE SHEET SD2
SANITARY LINE A
SEE SHEET SS3
WATER LINE A
SEE SHEET WT2
SUBDRAIN A
SEE SHEET SD1
30
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
30
"
S
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
SD
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
UD
UD
UD
UD
UD
UD
X
X
X
X
X
X
X
X
X
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
H2O
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
ST
R
E
E
T
B
INLET F8
STA 14+97.57
N: 124266.84
E: 213282.28
35.96 LF
24" RCP
@ 0.40%
INLET F7
STA 14+61.61
N: 124276.59
E: 213316.89
166.18 LF
30" RCP
@ 0.40%
STMH F5
STA 12+95.18
N: 124304.62
E: 213480.69
23.86 LF
30" RCP
@ 0.20%
STMH F4
STA 12+71.32
N: 124281.09
E: 213484.64
67.01 LF
30" RCP
@ 0.20%
STMH F3
STA 12+04.31
N: 124281.09
E: 213551.65
116.90 LF
45"x29" HERCP
@ 0.20%
STMH F2
STA 10+87.41
N: 124281.09
E: 213668.55
87.41 LF
45"x29" HERCP
@ 0.20%
FES F1
STA 10+00.00
N: 124309.45
E: 213751.22
36'
FL-FL
63' ROW
POND F
TRACT I
OPEN SPACE
DE
TRACT H
FUTURE
DEVELOPMENT
TRACT G
OPEN SPACE
20' DRAINAGE
EASEMENT
SANITARY LINE A
SEE SHEET SS1
WATER LINE A
SEE SHEET WT1
PROPOSED 100-YR
FLOODPLAIN
PROPOSED PLANTED
RIPRAP SEE DETAIL
SHEET EC3
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+5010+0011+0012+0013+0014+0015+0015+50
PUBLIC STORM
IN
L
E
T
F
8
ST
A
1
4
+
9
7
.
5
7
FL
.
E
L
4
9
0
7
.
8
±
IN
V
.
O
U
T
4
9
0
3
.
7
1
(
E
)
35.96 LF 24" RCP @ 0.40%
IN
L
E
T
F
7
ST
A
1
4
+
6
1
.
6
1
FL
.
E
L
4
9
0
7
.
8
±
IN
V
.
I
N
4
9
0
3
.
5
7
(
W
)
IN
V
.
O
U
T
4
9
0
3
.
5
7
(
E
)
166.18 LF 30" RCP @ 0.40%
ST
M
H
F
5
ST
A
1
2
+
9
5
.
1
8
RI
M
4
9
0
8
.
0
±
IN
V
.
I
N
4
9
0
2
.
9
1
(
W
)
IN
V
.
O
U
T
4
9
0
2
.
9
1
(
S
)
23.86 LF 30" RCP @ 0.20%
ST
M
H
F
4
ST
A
1
2
+
7
1
.
3
2
RI
M
4
9
0
8
.
0
±
IN
V
.
I
N
4
9
0
2
.
8
6
(
N
)
IN
V
.
O
U
T
4
9
0
2
.
8
6
(
E
)
67.01 LF 30" RCP @ 0.20%
ST
M
H
F
3
ST
A
1
2
+
0
4
.
3
1
RI
M
4
9
0
7
.
8
±
IN
V
.
I
N
4
9
0
2
.
7
2
(
W
)
IN
V
.
O
U
T
4
9
0
2
.
7
2
(
E
)
ST
M
H
F
2
ST
A
1
0
+
8
7
.
4
1
RI
M
4
9
0
6
.
6
±
IN
V
.
I
N
4
9
0
2
.
4
9
(
W
)
IN
V
.
O
U
T
4
9
0
2
.
4
9
(
E
)
87.41 LF 45"x29" HERCP @ 0.20%
FE
S
F
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
2
.
3
1
(
W
)
18" MIN.
100-YEAR HGL
116.90 LF 30" RCP @ 0.20%
30" PVC SANITARY
STA.=14+76.48
INV.=4888.89
12" PVC WATER
STA.=14+87.59
INV.=4900.90
FUTURE
GROUND
EXISTING
GROUND
PROPOSED
GROUND
ST4
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
E
&
F
33CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
STORM DRAIN E
PROFILE SCALE:
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
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P
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c
.
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F
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S
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I
O
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RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
PROFILE SCALE:
NORTH
F
E
STORM DRAIN F
Inlet ID Type Size (ft)
Inlet D3 CDOT Type R 10'
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+0011+50
PROPOSED
GROUND
EXISTING
GROUND
OU
T
F
A
L
L
G
2
ST
A
1
0
+
7
6
.
0
9
IN
V
.
4
9
0
2
.
6
2
(
S
E
)
76.08 LF 27" RCP @ 0.91%
FE
S
G
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
1
.
9
3
(
N
W
)
100-YEAR HGL
PRIVATE STORM
27
"
S
S
27
"
S
S
27" S
S
27" S
S
E
E
E
E
E
E
NP
NP
NP
NP
NP
SD
UD
UD
UD
UD
X
X
27
"
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
STR
E
E
T
E
OUTFALL G2
STA 10+76.09
N: 124716.04
E: 214374.30
FES G1
STA 10+00.00
N: 124648.92
E: 214410.10
76.08 LF 27" RCP @ 0.91%
69
'
R
O
W
42
'
F
L
-
F
L
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
9' UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
5' SI
D
E
W
A
L
K
BO
X
E
L
D
E
R
C
R
E
E
K
POND C
TRACT E
OPEN SPACE
DE
12
"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
12"
W
12"
W
UD
UD
UD
X
X
X
X
X
X
X
X
27"
S
S
27"
S
S
27"
S
S
27"
S
S
27"
S
S
27"
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
G
G
G
E
E
E
E
OUTLET H2
STA 10+28.03
N: 124711.67
E: 214674.83
FES H1
STA 10+00.00
N: 124732.48
E: 214656.05
28.03 LF
18" HDPE
@ 0.84%
WATER LINE B
SEE SHEET WT4
FRO
N
T
A
G
E
R
O
A
D
EXISTING 27"
SANITARY SEWER
5' S
I
D
E
W
A
L
K
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5' S
I
D
E
W
A
L
K
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
BO
X
E
L
D
E
R
C
R
E
E
K
POND D
TRACT F
FUTURE
DEVELOPMENT
TRACT E
OPEN SPACE
DE
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00
FE
S
H
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
2
.
2
2
(
S
E
)
28.03 LF
18" HDPE
@ 0.84%
OU
T
L
E
T
H
2
ST
A
1
0
+
2
8
.
0
3
IN
V
.
4
9
0
2
.
4
6
(
N
W
)
PROPOSED
GROUND
EXISTING
GROUND
100-YEAR HGL
PRIVATE STORM
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+0011+50
FE
S
J
2
ST
A
1
0
+
6
0
.
1
8
IN
V
.
4
9
0
5
.
0
4
(
E
)
60.18 LF 36" RCP @ 0.47%
FE
S
J
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
4
.
7
6
(
W
)
PROPOSED
GROUND
EXISTING
GROUND
100-YEAR HGL
PRIVATE STORM
UD
W
W
W
W
W
W
W
W
W
W
27
"
S
S
24
"
S
S
H2O
H2O
H2O
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
W
W
H2O
W
FES J2
STA 10+60.18
N: 125302.93
E: 215273.15
60.18 LF
36" RCP
@ 0.47%
FES J1
STA 10+00.00
N: 125298.80
E: 215333.20
FES J1N
INV. IN=4904.76 (W)
N: 125307.62
E: 215333.80
60.18 LF
36" RCP
@ 0.47%
PROPOSED 10'
GRAVEL TRAIL
PROPOSED 30' PEDESTRIAN
ACCESS AND TRAIL EASEMENT
FES J2N2
INV. OUT=4905.04 (E)
N: 125320.56
E: 215274.37
FES J1N2
INV. IN=4904.76 (W)
N: 125316.43
E: 215334.41
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
PROPOSED 100-YR FLOODPLAIN
FES J2N
INV. OUT=4905.04 (E)
N: 125311.74
E: 215273.76
BO
X
E
L
D
E
R
C
R
E
E
K
TRACT E
OPEN SPACE
DE
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO.
97004214
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+5010+0011+0011+50
PROPOSED
GROUND
EXISTING
GROUND
100-YEAR HGL
PRIVATE STORM
OU
T
L
E
T
I
2
ST
A
1
1
+
1
2
.
6
9
IN
V
.
4
9
0
0
.
7
3
(
S
E
)
112.68 LF 21" RCP @ 0.50%
FE
S
I
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
0
.
1
7
(
N
W
)
SD
SD
UD
UD
UD
UD
X
X
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
PROPOSED 30' PEDESTRIAN
ACCESS AND TRAIL EASEMENT
BO
X
E
L
D
E
R
C
R
E
E
K
POND F
TRACT J
OPEN SPACE
DE
SUBDRAIN LINE A
SEE SHEET SD1
OUTLET I2
STA 11+12.69
N: 124349.86
E: 213943.65
112.6
8
L
F
2
1
"
R
C
P
@
0
.
5
0
%
FES I
STA 10+00.00
N: 124279.40
E: 214031.58
TRACT I
OPEN SPACE
DE
ST5
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
G
,
H
,
I
&
J
34CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
STORM DRAIN G
PROFILE SCALE:
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
STORM DRAIN H
PROFILE SCALE:
NORTH NORTH
STORM DRAIN J
PROFILE SCALE:
J
H
G
PROFILE SCALE:
NORTH
STORM DRAIN I
I
X
BL
BL
BL
BL
BL
27
"
S
S
27
"
S
S
27"
S
S
27"
S
S
27"
S
S
NP
NP
NP
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SD
SD
SD
SD
SD
SD
NP
NP
NP
12
"
W
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
8" SS
FES K1
STA 10+00.00
N: 124549.90
E: 214101.62
70.27 LF
15" RCP
@ 0.50%
STMH K2
STA 10+70.27
N: 124599.27
E: 214151.63
20.63 LF
15" RCP
@ 1.00%
STMH K3
STA 10+90.90
N: 124619.69
E: 214154.59
96.87 LF
15" RCP
@ 1.00%
STMH K4
STA 11+87.77
N: 124695.50
E: 214094.28
43.95 LF
15" RCP
@ 1.20%
INLET K5
STA 12+31.72
N: 124727.39
E: 214124.52
STR
E
E
T
E
69' R.O.W
9' UTILITY
EASEMENT
SANITARY LINE A
SEE SHEET SS2
STORM DRAIN E
SEE SHEET ST4
BOXELDER
CREEK
PROPOSED
STORM DRAIN
OUTFALL
NON-POTABLE LINE C
SEE SHEET NP4
30' PEDESTRIAN
ACCESS & TRAIL EASEMENT
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
TRACT H
FUTURE
DEVELOPMENT
POND C
INTERIM
POND BPOND F
SUBDRAIN A
SEE SHEET SD1
TRACT J
OPEN SPACE
DE
STORM DRAIN E
SEE SHEET ST4
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+00 10+00 11+00 12+00 13+00
FE
S
K
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
3
.
3
8
(
N
E
)
70.27 LF 15" RCP @ 0.50%
20.63 LF 15" RCP @ 1.00%
ST
M
H
K
3
ST
A
1
0
+
9
0
.
9
0
RI
M
4
9
0
9
.
3
±
IN
V
.
I
N
4
9
0
3
.
9
3
(
N
W
)
IN
V
.
O
U
T
4
9
0
3
.
9
3
(
S
)
96.87 LF 15" RCP @ 1.00%
ST
M
H
K
4
ST
A
1
1
+
8
7
.
7
7
RI
M
4
9
1
0
.
3
±
IN
V
.
I
N
4
9
0
4
.
9
0
(
N
E
)
IN
V
.
O
U
T
4
9
0
4
.
9
0
(
S
E
)
43.95 LF 15" RCP @ 1.20%
IN
L
E
T
K
5
ST
A
1
2
+
3
1
.
7
2
FL
.
E
L
4
9
0
8
.
9
±
IN
V
.
O
U
T
4
9
0
5
.
4
3
(
S
W
)
EXISTING
GROUND
ST
M
H
K
2
ST
A
1
0
+
7
0
.
2
7
RI
M
4
9
0
8
.
0
±
IN
V
.
I
N
4
9
0
3
.
7
3
(
N
)
IN
V
.
O
U
T
4
9
0
3
.
7
3
(
S
W
)
PROPOSED
GROUND
100-YEAR HGL
8" PVC SUBDRAIN
STA.=10+76.69
INV.=4896.54
PRIVATE STORM
8" PVC SUBDRAIN
STA.=11+97.87
INV.=4896.88
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
BL
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
12"
W
12
"
W
12
"
W
12
"
W
12
"
W
UD
UD
UD
UD
FR
O
N
T
A
G
E
R
O
A
D
INLET L1
STA 10+42.14
N: 124622.06
E: 214832.62
42.14 LF 18" RCP @ 2.00%
FES L
STA 10+00.00
N: 124580.45
E: 214839.32
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED PLANTED
RIPRAP SEE DETAIL
SHEET EC3
POND D
TRACT F
FUTURE
DEVELOPMENT
80' ROW
54'
FL-FL
30' DRAINAGE
EASEMENT
WATER LINE B
SEE SHEET WT4
27" SS
27
"
S
S
27
"
S
S
27
"
S
S
NP
NP
NP
NP
12" W
12" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
12" W
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
8"
S
S
ST
R
E
E
T
E
SANITARY LINE A10
SEE SHEET SS3
POND C
69' R.O.W
9' UTILITY
EASEMENT
PIPE END M1
STA 10+43.23
N: 124757.75
E: 214163.10
FES M
STA 10+00.00
N: 124784.47
E: 214197.07
43.23 LF 15" RCP @ 1.06%
STORM DRAIN E
SEE SHEET ST4
NON-POTABLE LINE B
SEE SHEET NP2
SANITARY LINE A
SEE SHEET SS2
4890
4895
4900
4905
4910
4915
4920
4925
4930
4890
4895
4900
4905
4910
4915
4920
4925
4930
9+00 10+00 11+00
EXISTING
GROUND
PROPOSED
GROUND
42.14 LF 18" RCP @ 2.00%
FE
S
L
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
4
.
7
0
(
N
)
IN
L
E
T
L
1
ST
A
1
0
+
4
2
.
1
4
FL
.
E
L
4
9
1
0
.
7
±
IN
V
.
O
U
T
4
9
0
5
.
5
4
(
S
)
100-YEAR HGL
4895
4900
4905
4910
4915
4920
4925
4930
4935
4895
4900
4905
4910
4915
4920
4925
4930
4935
9+5010+0011+00
EXISTING
GROUND
PROPOSED
GROUND
8" PVC NON-POTABLE WATER
STA.=10+32.44
INV.=4905.04
43.23 LF
15" RCP
@ 1.06%
PI
P
E
E
N
D
M
1
ST
A
1
0
+
4
3
.
2
3
FL
.
E
L
4
9
0
9
.
1
±
IN
V
.
O
U
T
4
9
0
7
.
5
7
(
N
E
)
FE
S
M
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
7
.
1
1
(
S
W
)
100-YEAR HGL
18" MIN.
ST6
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
K
,
L
,
&
M
35CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM DRAIN K
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
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s
a
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o
n
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d
a
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a
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d
b
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a
P
r
o
f
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s
s
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n
a
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i
n
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e
r
i
n
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e
e
m
p
l
o
y
o
f
E
P
S
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r
o
u
p
,
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c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
K
Inlet ID Type Size (ft)
Inlet K5 FC Combo Single
Inlet L1 FC Combo Double
PROFILE SCALE:PROFILE SCALE:
STORM DRAIN L STORM DRAIN M
NORTH NORTH NORTH
M
L
4895
4900
4905
4910
4915
4920
4925
4930
4895
4900
4905
4910
4915
4920
4925
4930
9+50 10+00 11+00 11+50
PROPOSED
GROUND
FE
S
N
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
5
.
1
2
(
N
E
)
51.88 LF 15" RCP @ 2.00%
IN
L
E
T
N
2
ST
A
1
0
+
5
1
.
8
8
FL
.
E
L
4
9
1
2
.
4
±
IN
V
.
I
N
4
9
0
6
.
3
6
(
N
E
)
IN
V
.
O
U
T
4
9
0
6
.
1
6
(
S
W
)
38.31 LF 15" RCP @ 3.50%
IN
L
E
T
N
3
ST
A
1
0
+
9
0
.
1
9
RI
M
4
9
1
2
.
4
±
IN
V
.
O
U
T
4
9
0
7
.
7
0
(
S
W
)
27" PVC SANITARY
STA.=10+01.21
INV.=4895.18
EXISTING
GROUND
100-YEAR HGL
4895
4900
4905
4910
4915
4920
4925
4930
4895
4900
4905
4910
4915
4920
4925
4930
9+00 10+00 11+00
EXISTING
GROUND
PROPOSED
GROUND
34.16 LF 18" RCP @ 0.50%
IN
L
E
T
O
2
ST
A
1
0
+
3
4
.
1
6
FL
.
E
L
4
9
1
0
.
0
±
IN
V
.
O
U
T
4
9
0
5
.
1
8
(
S
)
FE
S
O
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
0
5
.
0
1
(
N
)
100-YEAR HGL
X X X X
27" SS
27" SS
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
27
"
S
S
27
"
S
S
E
E
EE
E
E
E
E
E
E
NP
NP
NP
NP
NP NP
YIELD
ST
R
E
E
T
E
FES N1
STA 10+00.00
N: 124448.56
E: 214331.15
51.88 LF 15" RCP @ 2.00%
INLET N2
STA 10+51.88
N: 124487.49
E: 214365.44
38.31 LF 15" RCP @ 3.50%
INLET N3
STA 10+90.19
N: 124514.64
E: 214392.47
SANITARY LINE A
SEE SHEET SS2
NON-POTABLE LINE D
SEE SHEET NP4
NON-POTABLE LINE B
SEE SHEET NP2
30 SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
EX. 20 SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
27
"
S
S
27
"
S
S
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E
UD
UD
UD
UD
UD
FES O1
STA 10+00.00
N: 124708.76
E: 213823.05
34.16 LF 18" RCP @ 0.50%INLET O2
STA 10+34.16
N: 124742.43
E: 213817.24
ST
R
E
E
T
D
SANITARY LINE A
SEE SHEET SS2
30' DRAINAGE
EASEMENT
WATER LINE A
SEE SHEET WT2
TRACT H
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
63' ROW
POND B
36'
FL-FL
ST7
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
N
&
O
36CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
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t
s
o
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r
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c
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pr
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.
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d
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y
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f
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s
t
r
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c
t
i
o
n
un
l
e
s
s
s
i
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n
e
d
a
n
d
s
e
a
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e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
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i
n
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e
e
m
p
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c
.
NO
T
F
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S
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U
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T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
STORM DRAIN N STORM DRAIN O
PROFILE SCALE:
O
N
Inlet ID Type Size (ft)
Inlet N2 FC Combo Double
Inlet N3 FC Combo Double
Inlet O2 FC Combo Single
NORTHNORTH
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
46.72 LF 8" PVC @ 0.20%
20.00 LF 8" PVC @ 0.20%
175.06 LF 8" PVC @ 0.20%
263.83 LF 8" PVC @ 0.20%
20.00 LF 8" PVC @ 0.20%
10.00 LF 8" PVC @ 0.30%
CO
A
1
0
ST
A
1
9
+
3
7
.
2
1
RI
M
4
9
0
9
.
1
±
IN
V
.
O
U
T
4
8
9
7
.
4
8
(
S
W
)
TE
E
A
9
ST
A
1
9
+
1
7
.
2
1
IN
V
.
4
8
9
7
.
4
4
(
N
E
)
IN
V
.
4
8
9
7
.
4
4
(
S
W
)
IN
V
.
4
8
9
7
.
4
4
(
S
E
)
45
°
B
E
N
D
A
7
ST
A
1
6
+
3
5
.
1
5
IN
V
.
4
8
9
6
.
5
9
(
N
W
)
IN
V
.
4
8
9
6
.
5
9
(
S
)
BE
G
I
N
H
O
R
Z
.
D
E
F
L
E
C
T
I
O
N
A
5
ST
A
1
5
+
4
4
.
9
2
IN
V
.
4
8
9
6
.
4
1
(
N
E
)
IN
V
.
4
8
9
6
.
4
1
(
S
W
)
TE
E
A
4
ST
A
1
2
+
8
1
.
0
8
IN
V
.
4
8
9
5
.
8
9
(
N
E
)
IN
V
.
4
8
9
5
.
8
6
(
N
W
)
IN
V
.
4
8
9
5
.
8
9
(
S
W
)
11
.
2
5
°
B
E
N
D
A
3
&
C
L
E
A
N
O
U
T
ST
A
1
1
+
0
6
.
0
3
RI
M
4
9
0
5
.
3
±
IN
V
.
I
N
4
8
9
5
.
5
3
(
N
E
)
IN
V
.
O
U
T
4
8
9
5
.
5
3
(
S
W
)
45
°
B
E
N
D
A
2
ST
A
1
0
+
8
6
.
0
3
IN
V
.
4
8
9
5
.
4
9
(
N
E
)
IN
V
.
4
8
9
5
.
4
9
(
S
)
CL
E
A
N
O
U
T
A
1
ST
A
1
0
+
3
9
.
3
1
RI
M
4
8
9
6
.
1
±
IN
V
.
I
N
4
8
9
5
.
4
0
(
N
)
IN
V
.
O
U
T
4
8
9
5
.
4
0
(
S
)
EXISTING
GROUND
PROPOSED
GROUND
41"
27" PVC SANITARY
STA.=18+62.15
INV.=4893.43
18"
12" PVC WATER
STA.=18+72.55
TOP=4905.73
45
°
B
E
N
D
&
E
N
D
H
O
R
I
Z
O
N
T
A
L
D
E
F
L
E
C
T
I
O
N
A
6
ST
A
1
6
+
1
6
.
8
6
IN
V
.
4
8
9
6
.
5
6
(
N
)
IN
V
.
4
8
9
6
.
5
6
(
S
W
)
15" RCP STORM
STA.=16+09.55
INV.=4903.79
15" RCP STORM
STA.=17+30.66
INV.=4905.02
8" PVC NONPOTABLE WATER
STA.=17+88.06
TOP=4905.00
48" RCP STORM
STA.=19+26.24
INV.=4901.98
CONNECT TO EXISTING
BOXELDER CREEK SUBDRAIN
CL
E
A
N
O
U
T
(
N
W
)
&
T
E
E
A
8
ST
A
1
6
+
4
5
.
1
5
RI
M
4
9
0
9
.
9
±
IN
V
.
I
N
4
8
9
6
.
6
2
(
N
W
)
IN
V
.
I
N
4
8
9
6
.
6
2
(
N
E
)
IN
V
.
O
U
T
4
8
9
6
.
6
2
(
S
E
)
8" PVC UNDERDRAIN
STA.=11+72.05
INV.=4899.75
8" PVC UNDERDRAIN
STA.=11+67.50
INV.=4899.77
8" PVC UNDERDRAIN
STA.=12+30.17
INV.=4899.44
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27"
S
S
27"
S
S
27"
S
S
27
"
S
S
12
"
W
12
"
W
12
"
W
NP
NP NP
NP
NP
NP
NP
NP
12
"
W
12"
W
12"
W
12"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VAUL
T
E
E
E
E
E
E
E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
NP
NP
NP
12
"
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
8" SS
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
W
BL
BL
BL
BL BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BLBL
BL
SD SD SD
SD
SD
SD
SD
X
X
X
XX
CO A10
STA 19+37.21
N: 124861.27
E: 214000.74
BEGIN HORZ. DEFLECTION A5
STA 15+44.92
N: 124561.63
E: 214105.37
TEE A4
STA 12+81.08
N: 124362.28
E: 213932.55
11.25° BEND A3 & CLEANOUT
STA 11+06.03
N: 124242.62
E: 213804.78
45° BEND A2
STA 10+86.03
N: 124224.40
E: 213796.52
CLEANOUT A1
STA 10+39.31
CONNECT TO EXISTING
BOXELDER CREEK SUBDRAIN
WITH NEW CLEANOUT
N: 124180.68
E: 213812.98
46.72 LF 8" PVC @ 0.20%
20.00 LF 8" PVC @ 0.20%
175.06 LF 8" PVC @ 0.20%
263.83 LF 8" PVC @ 0.20%
20.00 LF 8" PVC @ 0.20%
10.00 LF
8" PVC
@ 0.30%
SANITARY LINE A10
SEE SHEET SS3
SANITARY LINE A
SEE SHEET SS2
BOX
E
L
D
E
R
C
R
E
E
K
ABANDONED 27" RPM
SANITARY SEWER
(BOXELDER SANITATION)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
WATER LINE A
SEE SHEET WT2
ST
R
E
E
T
D
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
TRACT H
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
NON-POTABLE LINE B
SEE SHEET NP2
STORM DRAIN LINE I
SEE SHEET ST5
PROPOSED
DRAINAGE
EASEMENT
PROPOSED
DRAINAGE
EASEMENT
NON-POTABLE LINE C
SEE SHEET NP4
TRACT K
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DE
PROPOSED
100-YR
FLOODPLAIN
71.94 LF (R=300') 8" PVC @ 0.20%
45° BEND & END HORIZONTAL DEFLECTION A6
STA 16+16.86
N: 124609.93
E: 214158.46
18.28 LF 8" PVC @ 0.20%
PROPOSED
DRAINAGE
EASEMENT
EXISTING
TOP OF BANK
5.86 LF 8" PVC @ 0.21%TEE A9
STA 19+17.21
N: 124848.82
E: 213985.09
POND F
STORM DRAIN E
SEE SHEET ST4
STR
E
E
T
E
STORM DRAIN K
SEE SHEET ST6
TRACT I
OPEN SPACE
DE
CLEANOUT (NW) & TEE A8
STA 16+45.15
N: 124635.91
E: 214154.47
SUBDRAIN F
SEE SHEET SD5
SUBDRAIN B
SEE SHEET SD4
SUBDRAIN C
SEE SHEET SD2
FOR CONTINUATION SEE
SHEET SD2 DETENTION
POND SUBDRAIN
FOR CONTINUATION SEE
SHEET SD4 DETENTION
POND SUBDRAIN
SANITARY LINE A2
SEE SHEET SS2
272.06 LF 8" PVC @ 0.30%
45° BEND A7
STA 16+35.15
N: 124628.08
E: 214160.69
EXISTING
FARM ROAD
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
Sheet
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AR
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SUBDRAIN A
SD1
PL
A
N
&
P
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F
I
L
E
SU
B
D
R
A
I
N
A
37
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
PROFILE SCALE:
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE
TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
11.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS,
CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY
MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
14.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF COLORADO.
15.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
16.EASEMENTS NOTED TO BE DEDICATED TO EAST LARIMER COUNTY WATER DISTRICT AND
BOXELDER SANITATION DISTRICT HEREIN ARE TO BE DEDICATED BY SEPARATE DOCUMENT
PRIOR TO PLAT RECORDING.
EXISTING LOT LINE
EASEMENT LINE
27" SS
12" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
A
T ST S
8" SS 8" SS
8" SS 8" SS
8"
S
S
12"
W
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E E VAULT
E
E
SD SD SD
SD
SD SD SD SD
SD
SD
SD
UD
UD
UD UD
W
X
X
X
X
X
X
X
X
XXX
SS
SS SS
27" SS
27
"
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
SS SS
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SS SS SS SS SS SS SS
H2OHYD
XX
X
X
X
X
X
E
E
E
E
G
G
G
G
E
E
E E
E
E
12" W
G
G
G
G G G
G
G
OHU
12" W 12" W 12" W 12" W
OHU
/ / / / / / / // / / / / / / // / / / / / / /
OHU OHU
OHU
FR
O
N
T
A
G
E
R
O
A
D
CO & TEE G3
STA 10+64.31
N: 123729.12
E: 214189.36
WYE w/ CO H4
INV.=4897.19
OUTLET G1
STA 10+08.18
N: 123696.66
E: 214143.89
38.94 LF 8" PVC @ 0.30%
11.25° BEND G2
STA 10+47.12
N: 123717.22
E: 214176.95
17.19 LF 8" PVC @ 0.30%
12.75 LF 8" PVC @ 0.30%
45° BEND H1
STA 10+77.07
N: 123719.92
E: 214198.19
159.74 LF
8" PVC
@ 0.30%
45° BEND H2
STA 12+36.81
N: 123715.34
E: 214357.87
53.15 LF 8" PVC @ 0.30%
45° BEND H3
STA 12+89.96
N: 123751.82
E: 214396.52
234.39 LF
8" PVC
@ 0.30%
STORM DRAIN C2
SEE SHEET ST3
SUBDRAIN G
SEE SHEET SD5
STORM DRAIN C
SEE SHEET ST2
WATER LINE B
SEE SHEET WT4
WATER LINE C
SEE SHEET WT6
SANITARY LINE B
SEE SHEET SS4
PROSPECT ROAD
POND I
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
EXISTING
GROUND
PROPOSED
GROUND
OU
T
L
E
T
G
1
ST
A
1
0
+
0
8
.
1
8
IN
V
.
4
8
9
5
.
6
4
(
N
E
)
11
.
2
5
°
B
E
N
D
G
2
ST
A
1
0
+
4
7
.
1
2
IN
V
.
4
8
9
5
.
7
6
(
N
E
)
IN
V
.
4
8
9
5
.
7
6
(
S
W
)
CO
&
T
E
E
G
3
ST
A
1
0
+
6
4
.
3
1
RI
M
4
8
9
6
.
5
±
IN
V
.
I
N
4
8
9
5
.
8
1
(
S
E
)
IN
V
.
I
N
4
8
9
5
.
8
0
(
N
W
)
IN
V
.
O
U
T
4
8
9
5
.
8
1
(
S
W
)
45
°
B
E
N
D
H
1
ST
A
1
0
+
7
7
.
0
7
IN
V
.
4
8
9
5
.
8
5
(
E
)
IN
V
.
4
8
9
5
.
8
5
(
N
W
)
45
°
B
E
N
D
H
3
ST
A
1
2
+
8
9
.
9
6
IN
V
.
4
8
9
6
.
4
8
(
E
)
IN
V
.
4
8
9
6
.
4
8
(
S
W
)
45
°
B
E
N
D
H
2
ST
A
1
2
+
3
6
.
8
1
IN
V
.
4
8
9
6
.
3
3
(
N
E
)
IN
V
.
4
8
9
6
.
3
3
(
W
)
WY
E
w
/
C
O
H
4
ST
A
1
5
+
2
4
.
3
5
RI
M
4
9
0
0
.
1
±
IN
V
.
I
N
4
8
9
7
.
1
9
(
S
E
)
IN
V
.
O
U
T
4
8
9
7
.
1
9
(
W
)
21" RCP STORM
STA.=10+58.48
INV.=4897.87
ABANDONED EX. 27" PVC SANITARY
STA.=10+70.61
INV.=4891.78
EX. GAS
STA.=14+59.51
INV.=4901.02
EXISTING
ELECTRIC
STA.=14+11.85
INV.=4900.51
PROPOSED
ELECTRIC
STA.=14+12.85
INV.=4900.52
12" PVC WATER
STA.=13+86.30
INV.=4894.19
8" PVC SANITARY
STA.=14+73.05
INV.=4894.31
38.94 LF 8" PVC @ 0.30%
17.19 LF 8" PVC @ 0.30%
12.75 LF 8" PVC @ 0.30%
159.74 LF 8" PVC @ 0.30%
53.15 LF 8" PVC @ 0.30%
234.39 LF 8" PVC @ 0.30%
SEE SHEET SD3
FOR CONTINUATION
27
"
S
S
27
"
S
S
27
"
S
S
27"
S
S
NP
NP
E
E
E
E
E
E
E
E
E
E
E
E
E
SD SD
NP
NP
NP
NP
SD
SD
SD
SD
SD
SD
UD
UD
UD UD
UD
263.83 LF 8" PVC @ 0.20%
SANITARY LINE A
SEE SHEET SS2
PROPOSED
DRAINAGE
EASEMENT
NON-POTABLE LINE C
SEE SHEET NP4
STORM DRAIN E
SEE SHEET ST4
ST
R
E
E
T
E
STORM DRAIN K
SEE SHEET ST6
CLEANOUT (SW) & TEE A8
STA 10+00.00
N: 124635.91
E: 214154.47
104.49 LF
8" PVC
@ 1.80%
TEE & CO C4
STA 11+70.99
N: 124742.36
E: 214288.28
SUBDRAIN A
SEE SHEET SD1
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
69' ROW
42'
FL-FL
RAIN GARDEN C
SEE SHEET RG1
DETENTION
POND C
66.50 LF 8" PVC @ 2.86%
GRADEBREAK C1
STA 16+45.15
N: 124677.31
E: 214206.51
4890
4895
4900
4905
4910
4915
4920
4925
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00 12+30
104.49 LF 8
"
P
V
C
@
1
.
8
0
%
CL
E
A
N
O
U
T
(
S
W
)
&
T
E
E
A
8
ST
A
1
0
+
0
0
.
0
0
RI
M
4
9
0
9
.
9
±
IN
V
.
I
N
4
8
9
6
.
6
2
(
N
W
)
IN
V
.
I
N
4
8
9
6
.
6
2
(
N
E
)
IN
V
.
O
U
T
4
8
9
6
.
6
2
(
S
E
)
TE
E
&
C
O
C
4
ST
A
1
1
+
7
0
.
9
9
RI
M
4
9
0
3
.
3
±
IN
V
.
I
N
4
9
0
0
.
4
0
(
S
)
IN
V
.
I
N
4
9
0
0
.
4
0
(
N
)
IN
V
.
O
U
T
4
9
0
0
.
4
0
(
S
W
)
27" PVC SANITARY
STA.=10+60.65
INV.=4894.33
48" RCP STORM
STA.=10+36.70
INV.=4901.29
8" PVC IRRIGATION
STA.=10+96.39
INV.=4904.99
EXISTING
GROUND
PROPOSED
GROUND
SEE SHEET SD3
FOR CONTINUATION
66.50 LF
8" PVC
@ 2.86%
GR
A
D
E
B
R
E
A
K
C
1
ST
A
1
6
+
4
5
.
1
5
IN
V
.
4
8
9
8
.
5
2
(
N
E
)
IN
V
.
4
8
9
8
.
5
2
(
S
W
)
Sheet
GA
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E
W
A
Y
A
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P
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S
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T
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e
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of 168
AR
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5
8
SUBDRAIN H
SD2
PL
A
N
&
P
R
O
F
I
L
E
SU
B
D
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A
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C
&
H
38
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE
TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
11.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS,
CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY
MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
14.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF COLORADO.
15.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
16.EASEMENTS NOTED TO BE DEDICATED TO EAST LARIMER COUNTY WATER DISTRICT AND
BOXELDER SANITATION DISTRICT HEREIN ARE TO BE DEDICATED BY SEPARATE DOCUMENT
PRIOR TO PLAT RECORDING.
EXISTING LOT LINE
EASEMENT LINE
27" SS
12" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
C
PROFILE SCALE:
SUBDRAIN C
PROFILE SCALE:
NORTH
H
27" SS
27"
S
S
27"
S
S
27"
S
S
27" SS 27" SS
27"
S
S
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
12"
W
12"
W
12"
W
12"
W
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E E E E
E EE
E
E
E E E E E E E E E E E
E
E
E
E
NP
NP
NP
NP
NP
NP
12" W
SD
SD
SD
SD
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
SD
SD
SD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD UD
UD
UD
UD
UD
8"
S
S
UD
W
W
XX
X
X
X
X
X
X
X
X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
8" SS
8" SS
8" SS
8" SS
8" SS
GAS
H2O
VAULT
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL BL
BL
BL BL
BL
BL
BL
BL
VAULT
ELEC
FE S
D
G
GGGG
E E E
E
E
FL=4904.98
STORM MH
RIM=4913.37
INV=4906.07 (N)
FE S
FL=4905.51
SANITARY LINE A
SEE SHEET SS2
TRACT C
FUTURE
DEVELOPMENT
STORM DRAIN E
SEE SHEET ST4
STR
E
E
T
E
CLEANOUT (SW) & TEE A8
INV.=4896.62
TEE & CO C4
INV.=4900.40
PI C5
INV.=4900.43
PI C6
INV.=4900.60
PI C7
INV.=4900.74
40.41 LF 8" PERF. PVC @ 0.50%
PI C8
INV.=4900.94
PI C9
INV.=4901.09
PI C15
INV.=4902.97
PI C16
INV.=4903.46
175.23 LF 8" PERF. PVC
@
0
.
5
0
%
PI C17
INV.=4904.34
PI C21
INV.=4905.57
PI C22
INV.=4905.69
PI C23
INV.=4906.05
SUBDRAIN A
SEE SHEET SD1
NON-POTABLE LINE C
SEE SHEET NP4
STORM DRAIN G
SEE SHEET ST5
6.36CO
CO C18
INV.=4904.68
6.68
CO
8.13
CO
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5' S
I
D
E
W
A
L
K
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5' S
I
D
E
W
A
L
K
DETENTION
POND C
DETENTION
POND C
69'
R
O
W
42'
FL
-
F
L
PR
O
P
O
S
E
D
3
0
'
PE
D
E
S
T
R
I
A
N
AC
C
E
S
S
A
N
D
T
R
A
I
L
EA
S
E
M
E
N
T
(W
I
D
T
H
V
A
R
I
E
S
)
30' SA
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
TO BO
X
E
L
D
E
R
S
A
N
I
T
A
T
I
O
N
D
I
S
T
R
I
C
T
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODPLAIN
BOXELDER CREEK
TOP OF BANK
RAIN GARDEN C
SEE SHEET RG1
DETENTION
POND D
5.86 LF
8" PERF PVC
@ 0.50%
5.97 LF 8" PERF. PVC @ 0.50%PI C3
INV.=4900.43
29.93 LF 8" PERF. PVC @ 0.50%
45° BEND C2
INV.=4900.58
15.00 LF 8" PVC @ 0.50%
CO C1
INV.=4900.66
34.22 LF 8" PERF. PVC @ 0.50%
26.90 LF 8" PERF. PVC @ 0.51%
29.59 LF 8" PERF. PVC @ 0.50%
111.75 LF 8" PERF. PVC @ 0.50%
PI C10
INV.=4901.65
26.99 LF 8" PERF. PVC @ 0.50%
PI C11
INV.=4901.79
48.40 LF 8" PERF. PVC @ 0.50%
PI C12
INV.=4902.03
91.59 LF 8" PERF. PVC @ 0.50%
CO C13
INV.=4902.49
55.10 LF 8" PERF. PVC @ 0.50%
PI C14
INV.=4902.77
40.47 LF 8" PERF. PVC @ 0.50%
96.23 LF 8" PERF. PVC @ 0.50%
67.53 LF
8" PERF PVC
@ 0.50%
61.08 LF
8" PERF PVC
@ 0.50%
PI C19
INV.=4904.98
23.09 LF 8" PERF. PVC @ 0.50%
PI C20
INV.=4905.10
93.55 LF 8" PERF. PVC @ 0.50%
23.85 LF 8" PERF. PVC @ 0.50%
71.94 LF 8" PERF. PVC @ 0.50%
17.68 LF 8" PERF. PVC @ 0.50%
SUBDRAIN C
SEE SHEET SD2
R25'
R19'
R20'
R100'
R150'R50'
R150'
R114'
R65'R81'
R100'
R420'
R100'
R75'
R60'R130'
R130'
R85'
R60'
4' SOFT PAN
4' SOFT PAN
FRONTAGE ROAD
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
30' UTILITY EASEMENT
REC. NO. 97004101
T ST S
8" SS 8" SS
12
"
W
VA
U
L
T
E
E
8"
S
S
12"
W
12
"
W
12
"
W
12
"
W
12
"
W
8" W 8" W
WAY 2
3
2
1
WAY 1
3
21
WAY 3
3
21
WAY 4
3
2
1
WAY 5
3
2
1
E
E
E
E
E
E
E
E
E
E
E
E
E E VAULT
E
E
E
E
E
SD
SD
SD SD SD SD
UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
VAULT
ELEC
SS SS SS SS SS SS SS SS SS SS SS
H2OHYD
VAULT
ELEC
E
E
E
E
E
E
G
G
G
G
G
G
G
E E
E
E
E E E
E
E
G
G
G G G
G
G
G
ST
OHU
ST
ST
ST
ST
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X
OHU OHU OHU OHU
OHU
OHU
OHU OHU OHU
OH
U
OHU
OHU
OHU
FR
O
N
T
A
G
E
R
O
A
D
SUBDRAIN H
SEE SHEET SD2
CO H17
INV.=4899.67
CO H12
INV.=4898.54
WYE w/ CO H4
INV.=4897.19
PI H16
INV.=4899.34
PI H15
INV.=4899.21
PI H14
INV.=4898.95
PI H13
INV.=4898.65
PI H11
INV.=4898.22
PI H10
INV.=4898.18
PI H9
INV.=4898.10
PI H8
INV.=4897.91
PI H7
INV.=4897.71
PI H6
INV.=4897.49
PI H5
INV.=4897.27
63.50 LF
8" PERF PVC
@ 0.50%
28.75 LF
8" PERF PVC
@ 0.30%
64.62 LF
8" PERF PVC
@ 0.50%
43.76 LF
8" PERF PVC
@ 0.50%
38.64 LF
8" PERF PVC
@ 0.50%
39.14 LF
8" PERF PVC
@ 0.50%
15.34 LF
8" PERF PVC
@ 0.50%
9.26 LF
8" PERF PVC
@ 0.50%
21.07 LF
8" PERF PVC
@ 0.50%
60.05 LF
8" PERF PVC
@ 0.50%
51.59 LF
8" PERF PVC
@ 0.50%
27.68 LF
8" PERF PVC
@ 0.50%
44.01 LF
8" PERF PVC
@ 0.50%
PROSPECT ROAD
STORM DRAIN C6
SEE SHEET ST2
WATER LINE B
SEE SHEET WT4
WATER LINE C
SEE SHEET WT6
SANITARY LINE B
SEE SHEET SS4
R54'
R61'
R74'
R74'
R118'
R25'
R15'
R90'
R100'
R121'
4' SOFT PAN
4' SOFT PAN
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
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g
s
a
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e
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of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
POND C SUBDRAIN
SD3
PO
N
D
C
&
I
S
U
B
D
R
A
I
N
P
L
A
N
39
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE
TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
11.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS,
CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY
MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
14.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF COLORADO.
15.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
16.EASEMENTS NOTED TO BE DEDICATED TO EAST LARIMER COUNTY WATER DISTRICT AND
BOXELDER SANITATION DISTRICT HEREIN ARE TO BE DEDICATED BY SEPARATE DOCUMENT
PRIOR TO PLAT RECORDING.
EXISTING LOT LINE
EASEMENT LINE
27" SS
12" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
C
POND I SUBDRAIN
H
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
OH
E
X
X
X
X
X
X
T T T T T T T T
T
SS
SS
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
E E E E E E E E E
T
SSOHU
OH
U
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
CONTROL
IRR
H2O
AC
SD
SD
SD
SD
SD
SD
S
H2O
GGGGG
GG
XX
X
X
X
X
OHU
30" SS 30" SS
30
"
S
S
S
12" W
12" W 12" W 12" W 12" W
V.P.
V.P.
H2O
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
30
"
S
S
30
"
S
S
30
"
S
S
12
"
W
12" W 12" W 12" W
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E
E
E
E
UD UD
SD
12
"
W
UD
UD
99.67 LF 6
"
P
V
C
@
1
.
3
7
%
TEE E1
INV.=4893.09PI E2
INV.=4894.4531.53 LF 6" PERF. PVC @ 0.50%
PI E3
INV.=4894.61
102.95 LF
4" PERF PVC
@ 0.50%
CO E6
INV. OUT=4895.50 (E)
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
POND E
PROSPECT ROAD
BOXELDER CREEK
100-YEAR OVERFLOW
CHANNEL
50' CITY OF GREELEY
WATER LINE EASEMENT
STORM DRAIN A
SEE SHEET ST1
PROPOSED
DRAINAGE
EASEMENT
CENTER OF GREELEY 27" WATER
PIPELINE (NO. 3), PRESCRIPTIVE
EASEMENT OF SUFFICIENT WIDTH FOR
A RIGHT OF WAY FOR AN
UNDERGROUND WATER PIPE
RAIN GARDEN D
SEE SHEET RG1
ST
R
E
E
T
B
98.78
CO
CO E5
INV.=4894.99
36.96 LF
6" PERF PVC
@ 0.50%
PI E4
INV.=4894.80
38.24 LF
6" PERF PVC
@ 0.50%
R28'
R29'
STORM DRAIN B
SEE SHEET ST1
XX
X
X
X
X
X
X
X
X
X
X
X
X
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
8" SS
GAS
VAULT
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL BL
BL
BL
VAULT
ELEC
GGGGG
G
E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
E E E E
E E
E
E
E
E
E E E E E E E
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UD
UD
UD
UD
UD
UD
UD
UD
UD
CO D9
INV. OUT=4901.88 (W)
PI D8
INV.=4901.82
PI D4
INV.=4900.97
OUTLET D1
INV. IN=4900.40 (SE)
12.95 LF 8" PERF. PVC @ 0.50%
51.40 LF 8" PVC @ 0.50%
3.92
CO
FRONTAGE ROAD
DETENTION
POND D
STORM DRAIN H
SEE SHEET ST5
RAIN GARDEN D
SEE SHEET RG1
BOX
E
L
D
E
R
C
R
E
E
K
30
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
RE
C
.
N
O
.
9
7
0
0
4
1
0
1
EROSION BUFFER
LIMITS
BOXELDER CREEK
TOP OF BANK
PI D2
INV.=4900.66
27.43 LF
8" PERF PVC
@ 0.50%
PI D3
INV.=4900.80
35.34 LF 8" PERF. PVC @ 0.50%
46.93 LF 8" PERF. PVC @ 0.50%
PI D5
INV.=4901.21
16.09 LF 8" PERF. PVC @ 0.50%
PI D6
INV.=4901.29
31.79 LF 8" PERF. PVC @ 0.50%
PI D7
INV.=4901.45 74.74 LF 8" PERF. PVC @ 0.50%
R20'
R59'
R244'
R187'
R47'
R85'
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
27"
S
S
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
NP
NP
12"
W
E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E
E
E
E
E
VA
U
L
T
E E E E E E E E E E E
E E E E E E E
E
VAULT
12" W
SD
SD
SD
SDUDUD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD UD
8"
S
S
WATER LINE A
SEE SHEET WT2
STREE
T
D
NON-POTABLE LINE C
SEE SHEET NP4
PROPOSED
DRAINAGE
EASEMENT
STR
E
E
T
E
45° BEND B1
INV.=4897.45
54.65 LF 8" PERF. PVC @ 5.38%
14.56 LF 8" PERF. PVC @ 0.50%
45° BEND B2
INV.=4900.39
PI B3
INV.=4900.46
40.36 LF 8" PERF. PVC @ 1.89%
PI B6
INV.=4902.88
CO B12
INV. OUT=4905.08 (E)
7.23
CO
SUBDRAIN A
SEE SHEET SD1
STORM LINE E
SEE SHEET ST4
81.18 LF 8" PERF. PVC @ 1.89%
25.11 LF 8" PERF. PVC @ 0.50%
80.80 LF 8" PERF. PVC @ 0.50%
CO B7
INV.=4903.29
77.20 LF 8" PERF. PVC @ 0.50%
PI B8
INV.=4903.67
85.39 LF 8" PERF. PVC @ 0.50%
PI B9
INV.=4904.10
92.59 LF 8" PERF. PVC @ 0.50%
PI B10
INV.=4904.56
90.20 LF 8" PERF. PVC @ 0.50%
PI B11
INV.=4905.02
13.11 LF 8" PERF. PVC @ 0.50%
R150'
R866'
R150'
R219'
R266'
R303'
R286'
R100'
SANITARY LINE A
SEE SHEET SS2
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
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r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
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T
I
O
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I
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of 168
AR
I
Z
O
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ep
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o
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97
0
.
2
2
1
.
4
1
5
8
POND D SUBDRAIN
SD4
PO
N
D
B
,
D
&
E
S
U
B
D
R
A
I
N
P
L
A
N
40
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE
TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
11.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS,
CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY
MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
14.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF COLORADO.
15.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
16.EASEMENTS NOTED TO BE DEDICATED TO EAST LARIMER COUNTY WATER DISTRICT AND
BOXELDER SANITATION DISTRICT HEREIN ARE TO BE DEDICATED BY SEPARATE DOCUMENT
PRIOR TO PLAT RECORDING.
EXISTING LOT LINE
EASEMENT LINE
27" SS
12" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
B
POND E SUBDRAIN
POND B SUBDRAIN
E
D
E
E
EE
SD
SD
SD
8"
S
S
8"
S
S
SD
SD
SD
SD
SD
SDSD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SS
27
"
S
S
27" SS
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
27" ABDN S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
W
SS
SS
BL
BL
BL
BL
BL
BL BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BLBL
BL
BL
BL
BL
BL
H2
OHYD
X
X
X
X
XXXX
E
12
"
W
G
G
OH
U
OH
U
12
"
W
12
"
W
12
"
W
12
"
W
BOX
E
L
D
E
R
C
R
E
E
K
ABANDONED 27" RPM SANITARY SEWER
(BOXELDER SANITATION)
TRACT K
FUTURE
DEVELOPMENT
DE
TEE G3
INV.=4895.81
EXISTING
TOP OF BANK
11.55 LF 8" PVC @ 0.50%
123.90 LF 8" PVC @ 0.50%
45° BEND G4
INV.=4895.86
22.5° BEND G5
INV.=4896.48
105.30 LF 8" PVC @ 0.50%
CO G6
INV.=4897.01
5.78 LF
8" PERF PVC
@ 0.50%
PI G7
INV.=4897.04
PI G8
INV.=4897.38
CO G16
INV.=4899.33
1.43
COSUBDRAIN H
SEE SHEET SD2
STORM LINE C2
SEE SHEET ST3
STORM LINE C
SEE SHEET ST2
STORM LINE E
SEE SHEET ST4
STORM LINE N
SEE SHEET ST7
PROPOSED 30'
PEDESTRIAN
ACCESS AND TRAIL
EASEMENT
(WIDTH VARIES)
DETENTION
POND G
DETENTION
POND G
PROPOSED 100-YR
FLOODWAY
EROSION BUFFER
LIMITS
EROSION BUFFER
LIMITS
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
RAIN GARDEN G
SEE SHEET RG1
68.11 LF 8" PERF. PVC @ 0.50%
37.66 LF
8" PERF PVC
@ 0.50%
10.77 LF 8" PERF. PVC @ 0.50%
PI G9
INV.=4897.43
PI G10
INV.=4897.62
20.70 LF 8" PERF. PVC @ 0.50%
PI G11
INV.=4897.72
62.26 LF
8" PERF PVC
@ 0.50%
PI G12
INV.=4898.03 25.67 LF 8" PERF. PVC @ 0.50%
CO G13
INV.=4898.16
30.05 LF 8" PERF. PVC @ 0.50%
PI G14
INV.=4898.31
69.88 LF 8" PERF. PVC @ 0.50%
PI G15
INV.=4898.66
133.55 LF 8" PERF. PVC @ 0.50%
R50'
R68'
R68'
R55'
R70'
R70'
R82'
R321'
R62
'
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
27
"
S
S
27
"
S
S
27
"
S
S
27"
S
S
27"
S
S
NP
NP
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
SD
SD SD SD SD
SD SD SD
SD SD
NP
NP
NP
NP
NP
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD UD
UD
UD
X X XBL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SD
SD
SD
SD
SD
BOXEL
D
E
R
C
R
E
E
K
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
TRACT H
FUTURE
DEVELOPMENT
STORM DRAIN LINE I
SEE SHEET ST5
PROPOSED
DRAINAGE
EASEMENT
PROPOSED
100-YR
FLOODPLAIN
EXISTING
TOP OF BANK
ST
R
E
E
T
E
CO F18
INV.=4901.36CO F1
INV.=4901.09
PI F2
INV.=4900.28
PI F3
INV.=4899.83
WYE F4
INV.=4899.74
6.80 LF 8" PERF. PVC @ 0.50%
PI F6
INV.=4899.66
PI F7
INV.=4899.34
TEE F8
INV.=4899.28
PI F9
INV.=4899.18
TEE F10
INV.=4899.13
PI F11
INV.=4899.27
PI F13
INV.=4899.48
82.83 LF
8" PERF PVC
@ 0.85%
PI F14
INV.=4900.18
10.00 LF 8" PERF. PVC @ 0.50%
SUBDRAIN A
SEE SHEET SD1
SUBDRAIN A
SEE SHEET SD1
STORM LINE F
SEE SHEET ST4
BOXELDER CREEK 100
YEAR OVERFLOW
CHANNEL
20'
D
R
A
I
N
A
G
E
EAS
E
M
E
N
T
DETENTION
POND F
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODPLAIN
STORM LINE E
SEE SHEET ST4
38.03 LF
8" PERF PVC
@ 2.14%
90.21 L
F8" PERF
P
V
C
@ 0.50%
17.45 LF
8" PERF PVC
@ 0.50%
10.15 LF
8" PERF PVC
@ 0.50%
64.38 LF 8" PERF. PVC @ 0.50%
25.84 LF
8" PERF PVC
@ 0.50%
PI F4-1
INV.=4899.87
75.
7
3
L
F
8"
P
E
R
F
P
V
C
@ 0
.
5
0
%
45° BEND F4-2
INV.=4900.25
10.00 LF
8" PERF PVC
@ 0.50%
CO F4-3
INV.=4900.30
10.70 LF
8" PERF PVC
@ 0.50%
20.99 LF 8" PERF. PVC @ 0.50%
8.87 LF 8" PERF. PVC @ 0.50%
8.83 LF 8" PERF. PVC @ 1.58%
22.18 LF 8" PERF. PVC @ 14.77%
20.08 LF 8" PERF. PVC @ 0.85%
19.24 LF
8" PERF PVC
@ 0.50%
PI F8-1
INV.=4899.38
27.84 LF
8" PERF PVC
@ 0.50%
PI F8-2
INV.=4899.52
65.10 LF
8" PERF PVC
@ 0.50%
17.28 LF 8" PERF. PVC @ 0.50%
PI F8-3
INV.=4899.85
CO F8-4
INV.=4899.94
PI F12
INV.=4899.44
3.99 LF 8" PERF. PVC @ 0.85%
56.82 LF
8" PERF PVC
@ 0.85%
PI F15
INV.=4900.66
27.33 LF
8" PERF PVC
@ 0.85%
PI F16
INV.=4900.89
48.85 LF
8" PERF PVC
@ 0.85%
45° BEND F17
INV.=4901.31
PI F5
INV.=4899.69
R80'
R80'
R49'
R50'
R20'
R36'
R50'
R74'
R25'
R200'
R100'
R62'
STORM DRAIN K
SEE SHEET ST6
EX.
2
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41
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE
TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS
BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
11.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE.
12.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS,
CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY
MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
14.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF COLORADO.
15.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
16.EASEMENTS NOTED TO BE DEDICATED TO EAST LARIMER COUNTY WATER DISTRICT AND
BOXELDER SANITATION DISTRICT HEREIN ARE TO BE DEDICATED BY SEPARATE DOCUMENT
PRIOR TO PLAT RECORDING.
EXISTING LOT LINE
EASEMENT LINE
27" SS
12" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
SDPROPOSED SUBDRAIN
NPPROPOSED NON-POTABLE WATER
KEYMAP
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PROSPECT RD
IN
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E
R
S
T
A
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E
-
2
5
F
POND G SUBDRAIN
NORTH
G
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X X
X
X
X
X
X
X
X
X
OHU OHU
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
X
X
X
X
X
X
X
X
X
X
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X
X
X X
/ / /
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X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
/ / / / / / / /
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X
X
X
X
X
X
/ / / / / / / /T
V.P.
GASTESTSTA TESTSTAX X X/ / / / / / / /
X
/ /
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/ / / / / / / /
GAS
GAS
ELEC
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
T
FE S FE S
FES
D
X
X
OHU
FE S
ST
V.P.
V.P.
V.P.
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /ST
T ST S
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD
UD
PROSPECT ROAD
ST
R
E
E
T
B
STR
E
E
T
E
FRONTAGE ROAD
IN
T
E
R
S
T
A
T
E
-
2
5
SW
FR
O
N
T
A
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E
R
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A
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SM
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ST
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E
N
U
E
EAST LOCUST STRE
E
T
IN
T
E
R
S
T
A
T
E
-
2
5
PLEASANT ACRES DRIVE
TRACT B
FUTURE
DEVELOPMENT
66' R.O.W
9' UTILITY
EASEMENT (TYP.)
76' R.O.W
9' UTILITY
EASEMENT (TYP.)
TR
A
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FU
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OWNER:
ANDERSON
KENNTH E &
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OWNER:
DEADMOND
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PARTNERSHIP
OWNER:
DESELMS
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OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER: GLANZ
THOMAS J/LAURA P
OWNER:
MOODY
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OWNER:
WHITE
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OWNER:
K AND M
COMPANY OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
OWNER:
NORMANDIN
KIM W
OWNER:
JORDAN
DAVID W
OWNER:
SILVERTIP
REALTY LLC
OWNER: HIXON
TIMOTHY R
OWNER: 913
SMITHFIELD
LLC
OWNER: R W
PROPERTIES
OWNER:
AMERIGAS
PROPANE LP
OWNER:
SCHNORR
GARY L TRUST
OWNER: CT
ENTERPRISES
LLC
OWNER: 901
HOLDING
COMPANY LLP
OWNER: DAKA
PROPERTIES LLC
OWNER: FORNEY
INDUSTRIES INC
OWNER: 3824
CANAL LLC
OWNER: 3800
CANAL DR LLC
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: RASS
HOLDINGS LLC
OWNER:DEAN
ANDREW G
OWNER: BALDWIN
THOMAS
R/JANELLE R
OWNER: CROISSANT
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OWNER: SLATE
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OWNER: GONZALES
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M/CAROLINA G
OWNER: KOVAR
KENNETH L/LINDA L
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
OWNER: ABRAMS
LOUIS BROWN
REVOCABLE OWNER:
STOCKTON LLC
OWNER: US
MOBILE MODULAR
OWNER: US
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OWNER: MCNEAL
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OWNER: GEILENKIRCHEN
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OWNER: MOWERY
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LLC
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INTERIM
POND I
POND E
POND
C
POND D
INTERIM
POND B
OWNER: 1303
FRONTAGE
HOLDINGS LLC
EXISTING BOX
CULVERTS EXISTING BOX
CULVERTS
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
BRIDGE DESIGN
BY OTHERS
CDOT ROW
CDOT ROW
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
ROUNDABOUT AND FRONTAGE
ROAD CONTOURS PER AYERS.
SEE AYERS DESIGN FOR MORE
INFORMATION.
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODPLAIN
PROPOSED
IRRIGATION POND
INT
E
R
I
M
C
O
O
P
E
R
S
L
O
U
G
H
(
F
U
T
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E
G
R
A
D
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B
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T
H
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R
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)
POND F
EMERGENCY
SPILLWAY
EMERGENCY
SPILLWAY
EMERGENCY
SPILLWAY
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN B
SEE SHEET ST1
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN C2
SEE SHEET ST3
STORM DRAIN E
SEE SHEET ST4
STORM DRAIN D
SEE SHEET ST4
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN H
SEE SHEET ST5
STORM DRAIN I
SEE SHEET ST5
STORM DRAIN J
SEE SHEET ST5
TRACT H
FUTURE
DEVELOPMENT
TR
A
C
T
G
OP
E
N
S
P
A
C
E
TRACT J
OPEN SPACE
DE
TRACT F
FUTURE
DEVELOPMENT
TRACT E
OPEN SPACE
DE
TRACT A
OPEN SPACE
DE
STREET D
STORM DRAIN F
SEE SHEET ST4
STORM DRAIN L
SEE SHEET ST6
TRACT D
FUTURE
DEVELOPMENT
TRACT I
OPEN SPACE
DE
STORM DRAIN C6
SEE SHEET ST2
STORM DRAIN N
SEE SHEET ST7
STORM DRAIN K
SEE SHEET ST6
TR
A
C
T
K
FU
T
U
R
E
DE
V
E
L
O
P
M
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N
T
PO
N
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G
STORM DRAIN M
SEE SHEET ST6
STORM DRAIN O
SEE SHEET ST7
FUTURE OUTLET STRUCTURE
TEMPORARY 30" CULVERT
FUTURE POND B
OUTLINE - 7.07 AC-FT
FUTURE POND H
OUTLINE - 2.66 AC-FT
PROPOSED
STOCKPILE
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
OG1
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
42
( IN FEET )
1 inch = ft.
Feet0200200
200
400 600
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R Sheet
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CAN
A
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OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
OWNER: ABRAMS
LOUIS BROWN
REVOCABLE
LAK
E
C
A
N
A
L
FUTURE
DOG PARK
IRRIGATION
POND
40'
C
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O
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50' RIGHT OF WAY FOR CACHE
LA POUDRE RESERVOIR BOOK
1338, PAGE 10
PROPOSED 30' PEDESTRIAN
ACCESS AND TRAIL EASEMENT
TRACT A
OPEN SPACE
DE
INT
E
R
I
M
C
O
O
P
E
R
S
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)
DRA
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A
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N
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L
FUTURE TRAIL
SEE SHEET CS4
FOR ADDITIONAL
INFORMATION
EXISTING CITY OF
GREELEY WATER LINE
(BELLVUE 10 60")
PROPOSED ACCESS ROAD
FEMA 100-YR HIGH
RISK FLOODPLAIN
EXISTING
ACCESS ROAD
NON-POTABLE
PUMPHOUSE BY OTHERS
PROPOSED
ACCESS ROAD AT
EXISTING GRADE
11.00
14.00
2.00
2.00
11.0
0
14.0
0
16.0
0
16.2
0
17.4
3
17.1
5
2.00
11.0
0
14.0
0
3.46
11.41
14.10
14.0
0
2.00
13.8
611.0
0
2.00
11.00
16.0
0
16.00
16.0
0
17.64
17.09
17.0
2
2.00
11.002.00
11.0
0
(20.4
2
)
(20.7
1
)
(20.5
4
)
(20.3
2
)
(20.3
0
)
(18.5
3
)
17.05
18.18
18.18
17.71 17.33 16.80
16.65
13.84
13.49
(17.37)
17.45
17.72
17.6
2
17.6
0
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:
1
2:1
2:1
2:1
5:1
4:
1
4:1
4:1
7:1
4:1
4:1
4:1
4:1
4:1
2:1
9:1
7:1
0.8%
1.0%
2.1%
2.
7
%
2.0%
2.0%4.0%
6.7%
4.1%
7:1
2.0%
(1.
5
:
1
)
(1.0
%
)
(1.
4
:
1
)
(1.
8
:
1
)
(2.
1
:
1
)
(3.
2
:
1
)
(1.0%
)
(2.5
:
1
)
(1.
7
:
1
)
(1.
7
:
1
)
(1.3
:
1
)
(1.3
:
1
)
(0.
9
:
1
)
(2.1
:
1
)
(8.3:1
)
1.8
%
0.2
%
0.3%
0.3%
2.0%
2.0%
Sheet
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2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G1
GR
A
D
I
N
G
P
L
A
N
43
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MATCHLINE-SEE SHEET G3
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MATCHLINE-SEE SHEET G2
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
SS
SS
SS
OW
N
E
R
:
S
H
E
A
F
O
R
SH
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R
:
B
E
I
T
Z
MA
Y
N
A
R
D
L/
C
A
L
I
S
T
A
K
FUTURE
DOG PARK
FUTURE
DOG PARK
TIMNATH
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
TRACT B
FUTURE
DEVELOPMENT
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
PE
D
E
S
T
R
I
A
N
B
R
I
D
G
E
PROPOSED 10'
ACCESS ROAD
PROPOSED 10' ACCESS
ROAD AT EXISTING GRADE
EXISTING TOP OF BANK
NATURAL HABITAT BUFFER
ZONE (NHBZ)
POTENTIAL FUTURE
PEDESTRIAN BRIDGE
(BY OTHERS)
11.41
14.10
2.00
11.002.00
11.0
0
14.00
17.71 17.33 16.80
16.65
16.16
13.84
14.14
14.34
14.76
14.73
13.86
13.49
16.41
16.50
(16.76)
(16.83)
(16.83)
(16
.
9
7
)
(1
7
.
1
0
)
(17
.
2
3
)
(17.37)
(17
.
9
6
)
(17
.
9
7
)
(17
.
9
5
)
(17
.
9
9
)
(1
7
.
0
7
)
2:1
2:
1
2:
1
2:1
5:1
4:
1
4:
1
0.8%
4.9
%
3.4%
1.6%
1.8
%
4.
9
%
0.6%
0.6%
2.0
%
2.0%
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G2
GR
A
D
I
N
G
P
L
A
N
44
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MATCHLINE-SEE SHEET G1 ( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G3
OWNER: BEITZ
MAYNARD
L/CALISTA K
OW
N
E
R
:
SH
E
A
F
O
R
SH
E
R
Y
L
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
24"
S
S
24"
S
S
24"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
OWNER: HIXON
TIMOTHY R
OWNER: 913
SMITHFIELD
LLC
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
LAK
E
C
A
N
A
L
FUTURE
DOG PARK
40'
C
I
T
Y
O
F
G
R
E
E
L
E
Y
WAT
E
R
L
I
N
E
E
A
S
E
M
E
N
T
REC
.
N
O
.
2
0
0
6
0
0
4
4
7
2
0
PR
O
P
O
S
E
D
4
0
'
P
E
D
E
S
T
R
I
A
N
AC
C
E
S
S
A
N
D
T
R
A
I
L
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
3
0
'
P
E
D
E
S
T
R
I
A
N
ACC
E
S
S
A
N
D
T
R
A
I
L
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
3
0
'
PED
E
S
T
R
I
A
N
ACC
E
S
S
A
N
D
TRA
I
L
E
A
S
E
M
E
N
T
PROPOSED 30'
SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
INT
E
R
I
M
C
O
O
P
E
R
S
L
O
U
G
H
GRA
D
I
N
G
(
F
U
T
U
R
E
C
O
O
P
E
R
SLO
U
G
H
G
R
A
D
I
N
G
B
Y
C
I
T
Y
)
50' RIGHT OF WAY FOR CACHE
LA POUDRE RESERVOIR BOOK
1338, PAGE 10
TRACT B
FUTURE
DEVELOPMENT
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
TIM
N
A
T
H
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
EXISTING CITY OF
GREELEY WATER LINE
(BELLVUE LINE 10 60")
FUTURE TRAIL
SEE SHEET CS4
FOR ADDITIONAL INFORMATION
PROPOSED 10' ACCESS
ROAD AT EXISTING GRADE
PROPOSED 10' ACCESS
ROAD TIE TO EXISTING
GRADE ON NORTH SIDE
EXISTING GRAVEL
ACCESS ROAD
NATURAL HABITAT BUFFER
ZONE (NHBZ)
(1
6
.
9
7
)
(17.09)
(17.13)
(17.03)
(16.70)
(16.72)
(17.14)
(17.20)
(17.58)
(17.65)
(17.75)
(17.49)
(17.46)
(17.54)
(17.45)
(17.42)
(17.38)
(18.16)
(18.15)
(17.99)
(17.79)
(17.55)
(17.31)
(17.06)
(17.00)
17.6
3
18.51
17.73
18.22
18.23
17.73
17.85
17.83
17.83
(18.54)
(19
.
4
6
)
(18
.
7
1
)
(17
.
9
3
)
(18
.
4
2
)
(18
.
4
3
)
(17
.
9
3
)
(18
.
0
5
)
(18
.
0
3
)
(18
.
0
3
)
(17
.
8
3
)
1.0%
4:1
2.0%
3.3%
2.0%
2.0%
3.
2
%
2.0%
(1.7
:
1
)
(1.1
:
1
)
(3.1
:
1
)
(1.
4
:
1
)
(5.
7
:
1
)
(1.2
:
1
)
(1.0
:
1
)
(2.5
:
1
)
(2.3
%
)
(1.
1
:
1
)
(0.
9
:
1
)
(4.
2
:
1
)
(2
.
3
%
)
(2.8
:
1
)
(1.
2
:
1
)
(2.1
:
1
)
(1.
3
:
1
)
(3.0
:
1
)
(1.3:1
)
(1.9
:
1
)
(9.1
:
1
)
(4.4
:
1
)
2.2%
0.1%
???
???
???
2.0
%
2.0
%
3.4%
4.6%
4:1
4:1
0.3%
0.4
%
0.1%
5:1
4:1
4:1
4:1
4:1
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
TRACT C
FUTURE
DEVELOPMENT
EXISTING FARM ROAD
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G3
GR
A
D
I
N
G
P
L
A
N
45
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MATCHLINE-SEE SHEET G1
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MATCHLINE-SEE SHEET G5
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G4
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G2
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
/
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/
/
/
/
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/
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/
/
/
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/
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/
/
/
/
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/
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/
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/
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/
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/
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/
/
/
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/
/
/
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/
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/
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/
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/
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/
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/
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/
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/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/
/
/
/
/
/
/
/
/
/
/
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/
/
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X
XXXX
X
X
X
X
X
XX
X
X
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
24
"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
X
FO
FO
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24" S
S
24" S
S
24" S
S
24" S
S
24" S
S
24" S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
H2O
H2O
W
W
W
W
W
W
W
V.P.
DAVID W
LAKE C
A
N
A
L
BO
X
E
L
D
E
R
C
R
E
E
K
40' C
I
T
Y
O
F
G
R
E
E
L
E
Y
WATE
R
L
I
N
E
E
A
S
E
M
E
N
T
REC.
N
O
.
2
0
0
6
0
0
4
4
7
2
0
PRO
P
O
S
E
D
3
0
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
TO
B
O
X
E
L
D
E
R
S
A
N
I
T
A
T
I
O
N
D
I
S
T
R
I
C
T
PRO
P
O
S
E
D
3
0
'
ELC
O
W
A
T
E
R
L
I
N
E
EAS
E
M
E
N
T
50' RIGHT OF WAY FOR CACHE
LA POUDRE RESERVOIR BOOK
1338, PAGE 10
PR
O
P
O
S
E
D
3
0
'
P
E
D
E
S
T
R
I
A
N
AC
C
E
S
S
A
N
D
T
R
A
I
L
E
A
S
E
M
E
N
T
100' IRRIGATION EASEMENT
TO CACHE LA POUDRE
RESERVOIR COMPANY
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
TIM
N
A
T
H
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
TRACT A
OPEN SPACE
DE
TRACT D
FUTURE
DEVELOPMENT
50' CITY OF FORT COLLINS
MAINTENANCE ACCESS EASEMENT
FR
O
N
T
A
G
E
R
O
A
D
IN
T
E
R
S
T
A
T
E
2
5
IN
T
E
R
I
M
C
O
O
P
E
R
S
L
O
U
G
H
G
R
A
D
I
N
G
(
F
U
T
U
R
E
CO
O
P
E
R
C
L
O
U
G
H
G
R
A
D
I
N
G
B
Y
C
I
T
Y
)
LA
K
E
C
A
N
A
L
ACCESS EASEMENT
REC. NO. 97075689
FUTURE TRAIL
SEE SHEET CS4
FOR ADDITIONAL INFORMATION
EXISTING CITY OF
GREELEY WATER LINE
(BELLVUE LINE 10 60")
EXISTING GRAVEL
ACCESS ROAD
PROPOSED 10' ACCESS
ROAD AT EXISTING GRADE
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EROSION BUFFER
LIMITS
PROPOSED 10' ACCESS
ROAD TIE TO EXISTING
GRADE ON NORTH SIDE
EXISTING
TOP OF BANK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED 100-YR
FLOODPLAIN
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
CITY OF FORT COLLINS
MAINTENANCE ACCESS EASEMENT
EXISTING LAKE CANAL
INVERTED SIPHON &
INLETTIM
N
A
T
H
R
E
S
E
R
V
O
I
R
(16.48)
(16
.
6
0
)
(16.50)
(16.00)
(15.27)
(15.42)
(16.11)
(16.08)
16.0
2
13
.
5
3
17.6
3
17.4
4
17.2
5
17.5
3
16.5
4
17.51
(1
7
.
2
4
)
(17
.
1
9
)
(1
7
.
5
1
)
(17
.
4
5
)
(17
.
6
4
)
(17
.
8
3
)
11.23
10.35
12.7
1
12.8
4
(2.1:1
)
(1.5:1
)
(2.2:1)
(8.7:1)
(1.3
:
1
)
(4.7
:
1
)
(1.7
:
1
)
(3
.
3
:
1
)
(0.9:1)
2.3%
5.1%
2.1
%
2.1%
5.0%
5.1
%
2.0
%
5.3%7:1
0.2%
0.5
%
8:1
5.1
%
(3.6:1)
EXISTING ACCESS ROAD NOTE:
TOPOGRAPHY IS OUT OF DATE.
AREA HAS BEEN FILLED IN.
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO.
97004214
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G4
GR
A
D
I
N
G
P
L
A
N
46
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G5
MATCHLINE-SEE SHEET G6
Sheet
GA
T
E
W
A
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A
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O
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Th
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un
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a
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P
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f
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s
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o
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a
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g
i
n
e
e
r
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th
e
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m
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l
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f
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In
c
.
NO
T
F
O
R
C
O
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S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G3
W
W
24"
S
S
24"
S
S
W
W
W
W
W
V.P.
TRACT C
FUTURE
DEVELOPMENT
FU
T
U
R
E
C
O
M
M
E
R
C
I
A
L
LO
C
A
L
R
O
A
D
W
A
Y
TRACT B
FUTURE
DEVELOPMENT
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
EXISTING GRAVEL ACCESS ROAD
NATURAL HABITAT
BUFFER ZONE (NHBZ)
TIM
N
A
T
H
R
E
S
E
R
V
O
I
R
IN
L
E
T
C
A
N
A
L
(17.31)
(17.06)
(17.00)
0.4
%
0.
7
%
0.8%
4:1
(1.3
:
1
)
(1.4
:
1
)
(2.9
:
1
)
4:1
4:1
5:
1
4:
1
(3.9:1)
(3.6:1)
4:
1
3:
1
3:1
3:
1
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
PROPOSED STOCKPILE
EX. 20' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT REC. NO. 97004214
EXISTING FARM ROAD
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
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o
f
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e
r
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c
e
pr
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.
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s
s
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n
e
d
a
n
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b
y
a
P
r
o
f
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s
s
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o
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g
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n
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m
p
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S
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,
In
c
.
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T
F
O
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C
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N
S
T
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U
C
T
I
O
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RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G5
GR
A
D
I
N
G
P
L
A
N
47
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G6
MATCHLINE-SEE SHEET G3
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MATCHLINE-SEE SHEET G7MATCHLINE-SEE SHEET G7
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G4
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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X
X
X
X
X
X
X
X
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
/
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X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / /
/
/
/
/
/ / / /
/
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/ / /
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/ / /
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/ / /
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/ /
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27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
24
"
S
S
24
"
S
S
T
FO
I
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
GAS
F.O.
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
BL
BL
BL
BL
BL BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
VAULT
ELEC
FE S
D
ST
F E S
W
W
H2O
H2O
H2O
HYD
W
W
W
W
W
W
ST
ST
ST
ST
ST
ST
ST
ST
W
W
W
W
HYD
W
W
12" W
12" W
12" W 12" W 12" W 12" W 12" W
UD
UD
UD
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
FRONTAGE ROAD
BOXELDER CREEK
OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER: 1303
FRONTAGE
HOLDINGS LLC
BO
X
E
L
D
E
R
C
R
E
E
K
DETENTION
POND C
DETENTION
POND D
EXISTING
DETENTION
POND
54
'
F
L
-
F
L
80
'
R
O
W
PR
O
P
O
S
E
D
3
0
'
P
E
D
E
S
T
R
I
A
N
AC
C
E
S
S
A
N
D
T
R
A
I
L
E
A
S
E
M
E
N
T
(W
I
D
T
H
V
A
R
I
E
S
)
30' SA
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
TO BO
X
E
L
D
E
R
S
A
N
I
T
A
T
I
O
N
D
I
S
T
R
I
C
T
TRACT F
FUTURE
DEVELOPMENT
TRACT E
OPEN SPACE
DE
TRACT E
OPEN SPACE
DE
IRRIGATION EASEMENT TO
CACHE LA POUDRE
RESERVOIR COMPANY
30
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
RE
C
.
N
O
.
9
7
0
0
4
1
0
1
EX. 30' WATERLINE EASEMENT
REC. NO. 20240040404
FR
O
N
T
A
G
E
R
O
A
D
IN
T
E
R
S
T
A
T
E
2
5
LA
K
E
C
A
N
A
L
FUTURE TRAIL
SEE SHEET CS4
FOR ADDITIONAL INFORMATION
PROPOSED 8' GRAVEL
MAINTENANCE ACCESS
ROAD
PROPOSED 10' GRAVEL
MAINTENANCE ACCESS ROAD
STORM DRAIN J
SEE SHEET ST5
STORM DRAIN L
SEE SHEET ST6
4' SOFT PAN WITH UNDERDRAIN
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING CDOT ROW
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODPLAIN
BOXELDER CREEK
TOP OF BANK
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EROSION BUFFER
LIMITS
RAIN GARDEN D
SEE SHEET RG1
EXISTING CITY OF
GREELEY WATER LINE
(BELLVUE 10 60")
POND D
TOTAL REQ'D VOL.=0.22 AC-FT
WSEL=4904.69
WQCV + EURV=0.07 AC-FT
WQCV + EURV WSEL=4903.97
POND C
TOTAL REQ'D VOL.=3.38 AC-FT
WSEL=4907.86
WQCV=0.582 AC-FT
WQCV WSEL=4905.01
100-YR WSEL
TRACT E
OPEN SPACE
DE
BOXELDER CHANNEL
IMPROVEMENT
AGREEMENT AND
EASEMENT REC. NO.
20240032720
SEE BOXELDER
IMPROVEMENT PLANS
BY JACOB ENGINEERING
SHEETS 74-84
8.86
4.09
9.48
10
.
3
7
10.34
10.94
11
.
1
7
11.
6
9
12.02
12.
2
2
12.51
8.13
9.50
10.2
6
7.69
7.76
9.31
9.17
9.17
8.55
9.63
15.0
5
5.04
4.76
7.276.0
0
4.76
5.70
5.0
6
8.10
6.6
0
(5.52
)
(5
.
2
1
)
(5
.
0
0
)
(5.
2
2
)
9.27
9.13
9.30
9.21
4.76
4.76
(3.
6
9
)
(3.
8
7
)
(3.91
)
9.18
5.04
5.04
(16.08)
16.0
2
8.0
0
(7.97)
9.25
9.20
9.13
(8.00
)
9.31
(7.91
)
(9.9
1
)
(1
0
.
0
4
)
(11.1
2
)
10.0
7
11.43
11.23
(6.00)
(9.60)
(14.
9
4
)
(6.36)
8.92
9.91
(8.09
)
(8.00
)
9.10
8.43
8.19
8.12
8.14
8.35
8.65
8.65
8.33
8.28
7.95
8.17
8.95
9.138.24
8.31
9.56
9.30
8.84
8.90
9.30
9.3
0
7.93
7.86
8.18
9.279.2
0
8.22
9.02
9.50
9.50
8.92
8.05
10.2
7
11.9
6
11.5
8
10.7
9
10.6
2
10.4
8
10
.
3
7
9.24 9.27
9.21
6.33
8.85
8.04
9.30
9.30
6.70
6.77
7.63
7.22 7.50 7.62
9.30
9.3
0
7.56 7.51
7.106.98
6.68
6.34
8.23
9.50
8.76
8.91
8.00
9.04
9.60
9.209.229.23
7.31
9.20
9.21
6.96
6.61
9.20
(6.05
)
(6.02
)
(6.19
)
(5.99
)
(6.10
)
6.46
6.60
(5.
4
3
)
7.
2
1
6.
0
0
6.00
6.0
0
6.00
6.
0
0
6.006.
0
0
6.0
0
4.70
7.82
6.00
4.31
6.0
0
3.85
4.25
3.48
10.2
6
8.28
(7.11
)
12.1
9
8.1
0
4:
1
2.
1
%
5:
1
2.
0
%
2.
1
%
2.
0
%
(4.4:1)
(0.8
:
1
)
(1.7:1)
(1.6%
)
2.
4
%
2.
3
%
2.0%
1.4
%
0.0%
0.7
%
3.5%
5:1
16:1
(8.6%)
(7.1:1)
2.8
%
10:1
2.2%
(1.0:1)
5.3%7:1
2.
7
%
0.9
%
1.
9
%
4:1
6:1
5:1
2.1%
0.5%
0.5%
0.5%
0.5%
0.5%
0.
5
%
0.
5
%
2.1%
2.0%
6.7%
2.1
%
1.9%
8.0%
8:1
4.3%
2.0%
2.5
%
2.3
%
3.2
%
1.
7
%
7:
1
5:
1
8.
8
%
2.
1
%
2.
0
%
7:
1
4:
1
7:
1
2.
1
%
7:
1
5:
1
2.0%
2.2%
2.0%
2.
0
%
2.
1
%
7.
2
%
3.4
%
9.
3
%
0.5%
2.1
%
2.3
%
6.
2
%
8:
1
9.0%
(3.2:1)
(0.8:1)
(0.
8
:
1
)
(3
.
1
:
1
)
(0
.
8
:
1
)
(5
.
2
:
1
)
(2
.
3
:
1
)
11
.
6
7
3.92
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER
DISTRICT REC. NO. 97004213
TRACT C
FUTURE
DEVELOPMENT
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
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of 168
AR
I
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O
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ep
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c
o
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97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G6
GR
A
D
I
N
G
P
L
A
N
48
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MATCHLINE-SEE SHEET G4 ( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G5
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G8
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
10" SS
BL
BL
UD UD
UD
UD UD
UD UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
TRACT B
FUTURE
DEVELOPMENT
TRACT H
FUTURE
DEVELOPMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STREET D
ST
R
E
E
T
B
KE
N
N
T
H
E
&
J
U
L
I
E
A
N
N
OW
N
E
R
:
S
E
A
S
T
A
R
LI
M
I
T
E
D
P
A
R
T
N
E
R
S
H
I
P
OW
N
E
R
:
D
E
S
E
L
M
S
RO
B
E
R
T
A
&
K
D
E
N
I
S
E
OW
N
E
R
:
A
N
D
E
R
S
O
N
KE
N
N
T
H
E
&
J
U
L
I
E
A
N
N
/ /
/
/
/
/
/
/
/ / / /
/
/
/
/
/ / / / / / / /
OUTLET E4
63' ROW
36'
FL-FL
63
'
R
O
W
36
'
F
L
-
F
L
DETENTION
POND F
TRACT I
OPEN SPACE
DE
INTERIM
DETENTION
POND B
30' DRAINAGE
EASEMENT
PROPOSED 6'
CROSS PAN
PROPOSED 6'
CROSS PAN
TEMPORARY
SWALE
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED
OUTLET
STRUCTURE
4' SOFT PAN WITH
UNDERDRAIN
PROPOSED
4' CURB CUT
4' SOFT PAN WITH
UNDERDRAIN
32' EMERGENCY
SPILLWAY
SECTION
LINE (TYP.)
PROPOSED 100-YR
FLOODPLAIN
PROPOSED
DRAINAGE
EASEMENT
RAIN GARDEN C
SEE SHEET RG1
INTERIM POND B
TOTAL REQ'D VOL.=1.73 AC-FT
WSEL=4908.35
WQCV + EURV=0.15 AC-FT
WQCV + EURV WSEL=4904.54
POND F
TOTAL REQ'D VOL.=1.88 AC-FT
WSEL=4905.02
WQCV + EURV=0.92 AC-FT
WQCV + EURV WSEL=4903.84
100-YR WSEL
WQCV + EURVWSEL
100-YR WSEL
WQCV WSEL
STORM DRAIN E
SEE SHEET ST4
STORM DRAIN O
SEE SHEET ST7
STORM DRAIN I
SEE SHEET ST5
NATURAL HABITAT
BUFFER ZONE (NHBZ)
2.59
2.23
8.4
3
8.7
4
8.77
8.
9
1
7.89
5.56
10.59
10.51
(9.37
)
(9.34)
(9.31
)
9.52
9.30
9.5
7
11.19
10.92
4.08
4.88
5.295.676.106.567.02
7.08
7.377.62
7.86
8.03
7.96
8.07
8.35
11.18
11
.
3
2
11.2
1
TBC 11.2
0
TBC
10.9
2
10.82
11.48
11.51
(9.3
4
)
(9.3
4
)
(9.0
4
)
(8.8
2
)
(8.5
2
)
8.45
(9.3
9
)
3.29
2.83
4.49
4.77
2.48
2.5
3
3.
4
1
3.
1
2
2.7
8
3.0
3
3.26
(9.3
3
)
(9.22)
(9.1
6
)
(9.5
8
)
(9.4
8
)
(9.4
1
)
(9.2
0
)
(9.
3
7
)
10.7
7
11.2
4
11.2
911.2
5
(8.55)
(8
.
4
9
)
(8.55)
6.25
6.25
3.26
10.1
4
(8.53
)
11.16
(7.43
)
(7.49)
3.26
5.65
6.25
10.76
(2.37)
2.19
2.14
2.50
2.45
3.26
4.65
4.6
5
5.25
0.98
1.30
1.3
1
1.07
1.46
2.1
7
3.73
5.4
4
3.11
(8.2
5
)
8.45
8.44
8.37
5.25
5.09
3.85
3.38
5.55
9.989.98
11
.
4
7
9.19
10.3
5
(8
.
4
9
)
10.9
7
11.01
10.9
2
10.0
0
8.58
1.
2
8
1.3
9
1.53
1.85
1.95
1.33
1.81
2.
6
3
2.
8
6
5.17
4.74
(8.19
)
(7.89
)
2.31
2.05
2.46
0.5%
6:
1
4:
1
7:
1
6:
1
5:
1
9:
1
8:1
5:
1
4:1
8:1
4:1
4:
1
4:1
7:1
2.1%
0.5
%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5
%
0.9
%
2.5%
4.7%
3.9%
0.5
%
1.4
%
4:1
4:1
4:1
6:
1
8:1
2.5%7.
5
%
5:
1
6:
1
9.
2
%
12
:
1
2.0%
2.0%
4:1
4:1
1.
0
%
0.5%
3.0%
19.
5
%
4:
1
1.9%
2.0%
1.8%
0.
5
%
4:1
4:1
4:1
4:1
2.8%
9:1
8:1
4:17:
1
8:1
4.
8
%
2.1
%
2.8
%
2.5
%
0.5%0.5%
0.5%
0.8
%
0.9%
0.8%
0.5%
0.5
%
ULTIMATE POND B
GRADING FOR REFERENCE
ONLY - TO BE COMPLETED
WITH FUTURE DEVELOPMENT
DRAINAGE EASEMENT AND SWALE MAY BE
REREOUTED UPON DEVELOPMENT IN ORDER TO
BETTER ACCOMMODATE FUTURE SITE LAYOUT
EXISTING FARM ROAD
Sheet
GA
T
E
W
A
Y
A
T
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R
O
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Th
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of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
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ep
s
g
r
o
u
p
i
n
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.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G7
GR
A
D
I
N
G
P
L
A
N
49
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MATCHLINE-SEE SHEET G9
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MATCHLINE-SEE SHEET G5
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G8
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
27
"
S
S
8" SS
GAS
VAULT
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL BL
BL
VAULT
ELEC
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD
UD
UD
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5' S
I
D
E
W
A
L
K
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5' S
I
D
E
W
A
L
K
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
DETENTION
POND C
DETENTION
POND D
FRONTAGE ROAD
STR
E
E
T
E
FU
T
U
R
E
C
O
M
M
E
R
C
I
A
L
LO
C
A
L
R
O
A
D
W
A
Y
BOXELDER CREEK
BO
X
E
L
D
E
R
C
R
E
E
K
/ /
/
/
/
/
/
/
FES G1
OUTFALL G2
OUTLET H2
FES H1
STMH E2 (6'Ø)
DETENTION
POND C
DETENTION
POND D
54
'
F
L
-
F
L
69' R
O
W
42'
FL
-
F
L
PRO
P
O
S
E
D
3
0
'
P
E
D
E
S
T
R
I
A
N
ACC
E
S
S
A
N
D
T
R
A
I
L
E
A
S
E
M
E
N
T
(W
I
D
T
H
V
A
R
I
E
S
)
PR
O
P
O
S
E
D
3
0
'
P
E
D
E
S
T
R
I
A
N
AC
C
E
S
S
A
N
D
T
R
A
I
L
E
A
S
E
M
E
N
T
(W
I
D
T
H
V
A
R
I
E
S
)
30' SA
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
TO BO
X
E
L
D
E
R
S
A
N
I
T
A
T
I
O
N
D
I
S
T
R
I
C
T
DETENTION
POND G
TRACT J
OPEN SPACE
DE
TRACT J
TRACT E
OPEN SPACE
DE
TRACT E
OPEN SPACE
DE
30
'
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
TO
B
O
X
E
L
D
E
R
S
A
N
I
T
A
T
I
O
N
D
I
S
T
R
I
C
T
STR
E
E
T
E
FES N1
INLET N2
INLET N3
4' SOFT PAN WITH
UNDERDRAIN
PROPOSED
ROW
EROSION BUFFER
LIMITS
EROSION BUFFER
LIMITS
STORM DRAIN G
SEE SHEET ST5
7.5' EMERGENCY
SPILLWAY
68' EMERGENCY SPILLWAY
STORM DRAIN H
SEE SHEET ST5
STORM DRAIN L
SEE SHEET ST6
BRIDGE DESIGN
BY OTHERS
ROUNDABOUT AND FRONTAGE
ROAD CONTOURS PER AYERS.
SEE AYERS DESIGN FOR MORE
INFORMATION.
PROPOSED
DRAINAGE
EASEMENT
4' SOFT PAN WITH
UNDERDRAIN
TYPE L BURIED RIPRAP
TYPE L BURIED RIPRAP
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
SCOUR PROTECTION
27" TYPE H ABUTMENT RIPRAP
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
STORM DRAIN N
SEE SHEET ST7
STORM DRAIN D
SEE SHEET ST3
RAIN GARDEN D
SEE SHEET RG1
RAIN GARDEN C
SEE SHEET RG1
RAIN GARDEN G
SEE SHEET RG1
POND D
TOTAL REQ'D VOL.=0.22 AC-FT
WSEL=4904.69
WQCV + EURV=0.07 AC-FT
WQCV + EURV WSEL=4903.97
POND C
TOTAL REQ'D VOL.=3.32 AC-FT
WSEL=4907.89
WQCV + EURV=1.64 AC-FT
WQCV + EURV WSEL=4906.47
POND G
TOTAL REQ'D VOL.=1.00 AC-FT
WSEL=4901.72
WQCV + EURV=0.48 AC-FT
WQCV + EURV WSEL=4901.04
100-YR WSEL
WQCV + EURV WSEL
100-YR WSEL
WQCV + EURV WSEL
WQCV + EURV WSEL
100-YR WSEL
TEMPORARY TYPE L
RIPRAP RUNDOWNS
STORM DRAIN K
SEE SHEET ST6
STORM DRAIN M
SEE SHEET ST4
8.86
4.09
3.24
2.83
2.59
2.56
3.46
3.20
3.44
3.34
8.1
0
4.51
3.93
5.46
5.01
4.04
3.78
3.71
3.50
2.91
2.72
9.30
9.30
9.30
9.3
0
9.4
7
2.9
2
3.05
3.28
8.09
8.4
3
7.24
8.7
4
8.77
8.9
1
7.89
9.5
7
(9
.
3
7
)
6.25
6.25
10.85
10.1
4
9.85
3.63
3.30
3.003.58
8.7
5
8.6
4
8.6
5
4.38
4.3
8
4.3
6
4.4
3
8.95
6.09
5.42
5.68
4.78
5.02
3.58
3.61
9.3
0
9.3
0
6.37
4.31
10.66
10.32
7.276.0
0
4.76
5.70
5.0
6
8.10
6.6
0
(5.52
)
(5.
2
1
)
(5.
0
0
)
(5
.
2
2
)
5.00
6.00 5.00
6.00
7.6
5
6.00
4.26 4.264.
1
0
4.65
3.96
3.41
6.0
0
6.00
(5
.
8
7
)
3.21
4.5
9
3.26
1.77
3.26
7.50
5.65
6.85
9.3
0
9.3
0
8.7
0 6.9
7
5.427.57
6.18
9.3
0
8.10
8.
1
0
8.10
2.80
3.30
4.01
4.34
8.87
8.84
8.768.91
8.87
8.8
0
6.11
9.3
0
6.27
5.31
4.25
8.12
7.64
6.00
5.00
5.00
6.00
10.4
4
(2.37)
(2.07)
(2.26)
(2.74)
1.56
6.56
3.96
12.83
2.76
3.12
3.1
8
6.68 2.82
2.80
(1.77)
(1.00
)
(0.54
)
5.65
10.51
5.4
4
10.7
9
10.6
2
10.4
8
10.
3
7
9.24 9.27
9.21
6.33
8.04
9.30
9.30
6.70
6.77
7.63
7.22 7.50
6.68
6.34
9.20
9.21
6.96
6.61
9.20
(6.10
)
6.46
6.60
(5
.
4
3
)
7.
2
1
6.0
0
6.00
6.
0
0
6.00
6.0
0
6.006.0
0
6.0
0
6.00
6.00
6.00
6.00
6.00
6.00
6.00
9.22
10.2
8
5.92
5.39
5.39
9.30
9.30
8.00
9.17
10.0
9
9.12
9.08
9.96
9.82
9.62
9.00
8.98
9.56
9.46
9.28
9.18
8.98
4.50
4.55
4.52
4.43
4.40
4.48
4.76
4.81
4.79
9.30
7.22
4.98
6.23
6.00
5.93
5.61
(4.85
)
(5.87
)
(5.71
)
(5.30
)
(5.03
)
(4.91
)
(1.28
)
(1.22
)
5.97
5.90
6.00
5.14
5.61
1.74
1.93
4.12 6.69
4.17
6.00
5.85
3.38
5.55
4.70
3.896.41
6.34
7.91
7.82
6.00
4.31
6.0
0
3.85
4.25
3.48
4.1
7
3.02
9.8
3
8.3
1
12
.
2
22.81
6.00
6.00
3.
0
4
10.2
6
8.28
3.00
1.91
1.90
2.50
2.53
1.96
1.72
2.07
2.63
3.80
2.58
(1.53
)
2.75
2.95
2.00
1.29
1.12
1.69
2.14
1.48
1.00
1.83 1.60
1.55
(2.37)
2.85
1.683.00
2.94
3.00
2.37
3.71
4.07
4.7
8
5.
2
0
5.70
0.93
8.1
0
6.6
0
7.6
0
3.65
3.09
9.6
2
9.
3
1
6.00
12.9
8
0.5%
8.4
%
4.6%
4:
1
2.
1
%
5:
1
4:1
4:1
10
.
2
%
2.
0
%
2.7%
4:
1
6:1
6:1
7:1
2.
2
%
6:1
6:1
6:1
6:1
4:1
9:1
5:1
10
:
1
0.5
%
2.0%
0.5%
1.2%
0.5%
2.2%15.6%
1.7
%
2.0%
2.0
%
0.9
%
2.5%
2.0%
2.0%
4:1
2.
1
%
7:
1
6.8
%
2.0
%
2.9%
4:1
2.4%
2.1
%
2.1%
2.0%
2.0%
11.
5
%
2.5%
2.0%
5.2
%
5:1
7:1
8:1 4:1
7:1
0.5%
0.5%
0.5%
2.0%
1.3
%
0.5%
0.5%
0.5%
0.5%
0.5%
4:1
7:1
4:1
5:1
5:1
5:1
4:1
4:1
8:1
7:1
12
:
1
2.8%2.4%
1.8
%
0.5
%
19.
5
%
0.5%
0.5%
0.5%
5:
1
8.
8
%
2.
1
%
2.
0
%
7:
1
4:
1
7:
1
2.
1
%
7:
1
5:
1
2.
0
%
2.
1
%
1.
9
%
2.0%
7.8
%
4:1
7.
2
%
3.4
%
0.
5
%
0.
5
%
9.
3
%
0.5%
5.4
%
5:1
5:1
4.0%
7.8
%
8:1
9:
1
2.1
%
2.3
%
6.
2
%
8:
1
5.
1
%
8.3
%
6.6
%
7.9%
9.4%
2.3%
0.5
%
(5
.
2
:
1
)
(2
.
3
:
1
)
9:1
4:1
4:1
(4.4
:
1
)
(1
.
6
:
1
)
(3
.
2
:
1
)
(6.4:
1
)
(2.
5
:
1
)
(3.0:1
)
(3.0
:
1
)
11
.
0
3 11
.
6
7
11
.
9
0
11
.
7
0
12.
0
0
3.3
2
3.92
0.5%
4.20
1.43
2.15
DRAINAGE EASEMENT AND SWALE MAY BE
REREOUTED UPON DEVELOPMENT IN ORDER TO
BETTER ACCOMMODATE FUTURE SITE LAYOUT
30' DRAINAGE
EASEMENT
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
TRACT C
FUTURE
DEVELOPMENT
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
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C
T
Th
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o
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p
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c
.
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T
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E
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of 168
AR
I
Z
O
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A
|
C
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ep
s
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r
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u
p
i
n
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.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G8
GR
A
D
I
N
G
P
L
A
N
50
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
MATCHLINE-SEE SHEET G10
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G7
MATCHLINE-SEE SHEET G5
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
6" W
W
W
W
W
WW
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
X
X
X X X X X
X
X
X
X
X
X
T
SS SS SS SS SS SS SS
/
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
CONTROL
IRR
CONTROL
IRR
AC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
H2O
H2O
W
XX
X
X
X
X
X
X
XXX
X X
OHU OHU OHU OHU OHU
12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W
V.P.
V.P.
H2O
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
POND E
PROSPECT ROAD
ST
R
E
E
T
B
OW
N
E
R
:
A
N
D
E
R
S
O
N
KE
N
N
T
H
E
&
J
U
L
I
E
A
N
N
OW
N
E
R
:
D
E
A
D
M
O
N
D
LA
R
R
Y
L
&
N
A
N
C
Y
K
OWNER:
CULBERT SON
DAVID M
OWNER: GLANZ
THOMAS J/LAURA P
BOXELDER
ESTATES 2ND
OW
N
E
R
:
M
O
O
D
Y
MA
R
I
L
Y
N
J
O
A
N
N
E
OW
N
E
R
:
W
H
I
T
E
WE
S
L
E
Y
R
A
N
G
E
L
A
M
OW
N
E
R
:
B
A
D
E
CA
R
L
A
M
OWNER:
K AND M
COMPANY
OW
N
E
R
:
M
O
O
D
Y
MA
R
I
L
Y
N
J
O
A
N
N
E
BOXELDER CREEK 100
YEAR OVERFLOW
CHANNEL
BO
X
E
L
D
E
R
C
R
E
E
K
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
OUTLET B2
FES B1
INLET A3
INLET A2
FES A1
63' ROW
36'
FL-FL
PROPO
S
E
D
3
0
'
P
E
D
E
S
T
R
I
A
N
ACCES
S
A
N
D
T
R
A
I
L
E
A
S
E
M
E
N
T
TRACT H
FUTURE
DEVELOPMENT
TRACT G
OPEN SPACE
TRACT J
OPEN SPACE
DE
BOXELDER CREEK
100-YEAR OVERFLOW
CHANNEL
20' DRAINAGE
EASEMENT
DETENTION
POND F
TRACT I
OPEN SPACE
DE
50' CITY OF GREELEY
WATER LINE EASEMENT
STORM DRAIN B
SEE SHEET ST1STORM DRAIN A
SEE SHEET ST1
APPROXIMATE LOCATION
EXISTING 27" WATERLINE
(CITY OF GREELEY)
PROPOSED
DRAINAGE
EASEMENT
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING BOX
CULVERTS
PROPOSED 100-YR
FLOODPLAIN
EROSION BUFFER
LIMITS
32' EMERGENCY
SPILLWAY
TYPE L
BURIED
RIPRAP
TYPE L BURIED RIPRAP
24' EMERGENCY SPILLWAY
24' EMERGENCY
SPILLWAY
TYPE L BURIED RIPRAP
CENTER OF GREELEY 27"
WATER PIPELINE (NO. 3),
PRESCRIPTIVE EASEMENT OF
SUFFICIENT WIDTH FOR A
RIGHT OF WAY FOR AN
UNDERGROUND WATER PIPE
BOXELDER CREEK
TOP OF BANK
RAIN GARDEN D
SEE SHEET RG1
PROPOSED
SAWCUT
POND E
TOTAL REQ'D VOL.=0.67 AC-FT
WSEL=4901.84
WQCV + EURV=0.31 AC-FT
WQCV + EURV WSEL=4900.70
POND G
TOTAL REQ'D VOL.=0.931 AC-FT
WSEL=4901.58
WQCV=0.150 AC-FT
WQCV WSEL=4900.50
100-YR WSEL
WQCV + EURV WSEL
100-YR WSEL
WQCV + EURV WSEL
WQCV WSEL
100-YR WSEL
STORM DRAIN F
SEE SHEET ST4
SEE SHEET ST5
EXISTING
EOP
18" VERTICAL
CURB & GUTTER
2' CURB CUT
97.9
4
98.90
1.20
1.2
9
1.28
1.47
(3.99
)
3.26
5.19
4.18
(3.97)
4.49
(3.90)
2.33
2.33
2.03
2.28
3.15(3.8
1
)
4.64
3.90
2.00
1.6
6
1.
9
9
2.38
1.34
1.89
2.37
97.82
1.80
1.74
1.78
2.80
1.80
2.80
(2.2
7
)
99.88
0.6
7
2.8
0
0.2
3
2.8
0
1.91
96.65
1.43
(2.84)
(2.94)
(3.00)
(2.93)
(2.94)
(2.90)
(2.70)
(2.68)
(2
.
5
3
)
(2.47
)
(2.37)
98.7
9
99
.
4
1HP
98.3
4
97.42
2.76
98.9
7
0.44
1.24
99.3
7
(3.7
2
)
(4.57)
(4.66)
(4.44)
(4.53)
(4.57)
(4.31)
(3.9
0
)
(1.08)
(99.64)
(99.75)
1.44
(1.58)
5.39
5.65
100.00
100.0
0
3.2
6
3.26
4.65
4.6
5
5.25
(3.50)
6.25
3.993.35
3.56
8.62
9.32
9.34
8.63
3.90
3.44
3.66
2.84
7.29
6.83
7.0
1
6.55
(4.3
5
)
(4.45)
(4.58)
(4
.
6
1
)
3.1
9
3.
3
5
2.23
99.7
5
99
.
0
5
99.
9
8
1.
6
9
4.20
4.23
3.06
(3.38
)
(3.58
)
(4.53
)
4.69
4.95
3.26
4.60
(3.41)
1.26
1.53
0.61
0.12
3.00
1.75
1.34
1.09
99.78
99.89
2.72
1.30
2.72
2.64
2.72
2.81
0.84
0.95
0.90 99.13
99.47
99.76
99.53
(2.60)
(2.35)
(2.60)
(2.75)
2.91
3.00
2.97
2.89
2.89
2.96
0.17
1.66
1.40
3.00
2.00
1.78
2.60
97.7
7
2.50
2.49
2.56
2.50
97.8
9
98.6
9
98.2
2
(3.8
1
)
(3.7
7
)
(3.
7
4
)
(3
.
7
5
)
(3
.
6
7
)
1.76
98.93
99.33
99.0
8
0.63
99.8
2
(3.6
9
)
(3.34
)
2.31
2.05
1.83
3.0
9
2.28
4.08
6.256.45
2.90
2.6
7
2.88
6.25
2.46
1.87
3.87
97.7
9
97.7
9
3.91
4.12
2.0%2.1%
5:1
4:1
5:1
5:1
2.
0
%
0.2%
2.0%
2.1
%
4.
8
%
5.
0
%
9:
1
9.
4
%
8.5
%
2.8%
2.0%
2.0%
9.6%
6:
1
9:1
5:1
15:1
5:1
3.3%
4:
1
9:
1
7.
2
%
5:
1
2.0%
2.0%2.0%
1.9%
4.9%
3.1%
2.1
%
2.8
%
0.5%
0.5
%
0.5%
0.5%
0.5%
(6.1:1
)
(4
.
6
:
1
)
(5.5:1)
(5.9:1)
(4.2:1)
(7.2:
1
)
(1.7:1)
(2.2
:
1
)
(1.0
:
1
)
0.5%
0.5%0.6%
EASEMENT
FOR CITY OF
FORT COLLINS
PEDESTRIAN
UNDERPASS
1.5
51.6
41.9
0
1.
5
9
POND F
TOTAL REQ'D VOL.=1.88 AC-FT
WSEL=4905.02
WQCV + EURV=0.92 AC-FT
WQCV + EURV WSEL=4903.84
FUTURE
UNDERPASS
FUTURE
UNDERPASS
DRAINAGE EASEMENT MAY BE REREOUTED
UPON DEVELOPMENT IN ORDER TO BETTER
ACCOMMODATE FUTURE SITE LAYOUT
EX. 20' SANITARY
SEWER EASEMENT
TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
Sheet
GA
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of 168
AR
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2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G9
GR
A
D
I
N
G
P
L
A
N
51
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
MATCHLINE-SEE SHEET G7
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G1
0
STORM DRAIN I
SEE SHEET ST5
STORM DRAIN F
SEE SHEET ST4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X
OHU OHU OHU OHU OHU
OHU
OHU
OHU OHU OHU OHU
OHU
OH
U
OHU OHU
OHU
OHU
W
W
W
X
X
X
X
X
X
X
X
X
X
XXXXXXX
X
X
XXX
XXX
X
X
X
X
X
X
X
X
X
X
X
SS
SS
SS SS
27" SS
27
"
S
S
/ /
/
/
/
/
/
/
SS SS
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
T
FE S
H2O
H2O
W
H2O
H2O
W
ELEC
FE S
VAULT
ELECVAULT
ELEC
TRAFFIC
VAULTE
VAULT
ELECTRAFFIC
VAULT ELEC
H2OHYD
T ST S
VAULT
ELEC
ELEC
VAULT
ELEC
X
X X
X
X
X
X
12" W
W W W
WWW
OHU
ST
12" W 12" W 12" W 12" W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
ST
ST
ST
OHU
OHU
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
/
/
/
/
/
/
/
/
UD UD
UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
9' UTILITY
EASEMENT
FR
O
N
T
A
G
E
R
O
A
D
SW
F
R
O
N
T
A
G
E
R
D
PROSPECT ROAD
OWNER:
COLORADO STATE
UNIVERSITY
BO
X
E
L
D
E
R
C
R
E
E
K
OW
N
E
R
:
CI
T
Y
O
F
F
O
R
T
CO
L
L
I
N
S
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
T ST S/ / / / / / / /
STMH C2.1 (4'Ø)
OUTLET C7
68'
FL-FL
23'
FL-FL
EXISTING
80' ROW
DETENTION
POND G
DETENTION POND G
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT F
FUTURE
DEVELOPMENT
30' SANITARY
SEWER EASEMENT
OUTLET C2.2
30' DRAINAGE
EASEMENT
STMH C6-4 (5'Ø)
FUTURE
DETENTION POND H
INTERIM POND I
9' UTILITY
EASEMENT
PROPOSED DRAINAGE
EASEMENT
EXISTING BOX
CULVERTS
EXISTING
CDOT ROW
ROUNDABOUT AND FRONTAGE
ROAD CONTOURS PER AYERS.
SEE AYERS DESIGN FOR MORE
INFORMATION.
PROPOSED 100-YR
FLOODWAY
STORM DRAIN C2
SEE SHEET ST3
NATURAL HABITAT
BUFFER ZONE (NHBZ)
STORM DRAIN C6
SEE SHEET ST2
STORM DRAIN C
SEE SHEET ST2
100-YR WSEL
RAIN GARDEN I
SEE SHEET RG2
POND G
TOTAL REQ'D VOL.=1.00 AC-FT
WSEL=4901.72
WQCV + EURV=0.48 AC-FT
WQCV + EURV WSEL=4901.04
INTERIM POND I
TOTAL REQ'D VOL.=1.07 AC-FT
WSEL=4902.80
WQCV + EURV=0.23 AC-FT
WQCV + EURV WSEL=4901.25
WQCV + EURV WSEL
WQCV WSEL
100-YR WSEL
WQCV + EURV WSEL
100-YR WSEL
TEMPORARY TYPE L
RIPRAP RUNDOWNS
TEMPORARY TYPE L
RIPRAP RUNDOWNS
4' SOFT PAN WITH
UNDERDRAIN
99.88
98.92
99.37
0.2
3
2.80
1.80
(2
.
1
9
)
1.7
0
3.9
0
1.6
3
1.9
8
3.5
4
3.2
62.8
9
1.6
9
1.14
97
.
7
0
96
.
6
3
1.8
9
(2.27
)
1.91
96.65
4.0
34.2
7
2.
1
8
1.85
4.72
3.70
3.53
3.5
2
5.61
5.14
4.63
3.50
TOW
9.70
13.1
2
13.9
1
13.5
7
12.1
7
6.88
5.17
8.26
10.4
4
9.50
11.5
6
11.56
1.43
(2.84)
(2.94)
(3.00)
(2.93)
(2.94)
(2.90)
(2.
5
3
)
(2.47
)
(2.37)
0.76
0.41
0.13
99.8
2
99
.
2
2
99.50
0.14
0.21
0.48
1.16
1.38
6.56
12.83
2.87
3.36
(99.75)
1.44
(1.58)
0.50
3.33
3.
4
0
0.272.80
2.80
3.
1
4
3.20
4.19
3.86
5.234.79
99.52
99.45
2.80
2.8
0 3.97
0.5
1
0.82
0.98
0.6
3
1.28
1.45
1.87
1.68
1.84
1.00
4.765.13
2.0
4
2.40
4.35
1.78
(4.3
6
)
1.12
1.69
1.48
1.00
1.23
1.83
1.23
1.26 0.60
1.22
1.20
1.19
1.00
0.66
1.53
0.18
0.61
0.54
99.96
0.430.12
3.00
1.75
1.34
99
.
9
6
1.09
99.78
99.89
0.20
0.19
2.72
1.30
2.72
2.72
99.01
99
.
1
7
98.96
99.13
99.47
4.18
4.241.74
3.2
9
3.21
3.17 7.17
7.48
8.00
1.60
1.55
3.11 6.73
2.98
5.89
2.68 4.97
2.46 4.75
2.10 4.38
99.76
99.53
99.71
(2.60)
2.88
2.91
3.00
2.97
2.89
2.89
2.96
2.88
2.85
2.29
(4.3
4
)
(4.2
8
)
3.53
5.53
5.72
5.53
7.02
7.23
7.0
2
5.05
(5.4
5
)
(4.0
6
)
(5.8
0
)
(5.7
6
)
4.26 4.17
4.71
3.98
3.98
3.9
8
1.73
0.50
0.11
0.03
99.95
99.8399.64
99.5
4
99.4
2
99.3
1
99.21
99.0
699
.
0
3
1.84
2.77
1.36 1.64
1.92
1.48 1.90
2.17 1.89
1.43 0.96
1.62
3.9
8
3.9
8
3.98
3.40
2.8
7
99.19
99.10
99.22
99.4
7
99
.
5
9
99
.
6
9
99.
8
1
99.9
3
0.02
0.22 0.33
0.41
0.39
0.45
0.0
2
99
.
9
1
99
.
8
0
99.5
9
99.4
799.4
1
99
.
2
7
1.79
2.79
3.374.02
4.21
4.37
3.37
3.37
3.37
1.79
3.37
3.37
1.79
3.84
3.37
3.84
3.84
1.44
(3
.
4
5
)
(3.8
4
)
0.95
1.01
1.17
1.47
1.57
3.84
(3.9
8
)
2.8
7
0.1
6
0.66
3.99
3.9
0
4.14
0.
4
5
0.2
6
5.36
11.2
0
11.1
6
12.8
4
6.00
12.9
8
3.14
(4.
0
3
)
3.8
4
3.84
5.23
3.8
4
3.8
4
2.8
6
1.0
5
1.0
3
1.21
2.10
2.8%
2.0%
2.0%
9.6%
6:
1
4:1
14:1
5:1
4:1
12
:
1
9:1
5:1
15:1
4:1
10:1
9:1 4:1
6:1 4:1
10:1 4:1
4:1
5:1
1.8
%
2.2%
2.0%
1.7
%
2.1%
2.2%
2.1%
2.0%
2.2%
2.0%
2.0%
2.0
%
0.
5
%
0.5
%
0.5
%
0.5%
0.5
%
2.8
%
5.9%
5.1%
1.1%
1.1%
1.1%
1.1%
2.2
%
1.2%
4:1
2.3
%
0.8%0.8%
4:
1
4:
1
8:1
2.1%
5.4%
2.1%
7:1
4:1 4:1
4:1
6:
1
0.
5
%
0.
6
%
0.
6
%
0.
5
%
0.
5
%
0.
5
%
0.5
%
0.5%3.6%3.7%
4:1
4:1
4:
1
4:
1
7:1 7:1 6:
1
6:1 7:1
0.6%
0.5%
0.5%0.5%
0.5%
0.5%0.5%
0.5%0.5%0.5%
1.3%
4.8%
2.1
%
2.
1
%
0.9
%
0.9
%
1.2
%
2.
6
%
3:
14:
1
0.
5
%
0.5
%
0.5
%
(1.0
:
1
)
0.5%
4:
1
2.5%
2.0
%
0.5%
0.
5
%
0.
5
%
1.0
%
2.53
ULTIMATE POND H
GRADING FOR REFERENCE
ONLY - TO BE COMPLETED
WITH FUTURE DEVELOPMENT
3.8
4
3.8
4
1.79
5.304.69
±34 LF 18" HDPE PIPE
w/ FES @ 0.5% MIN.
2' CONCRETE PAN
w/ 6" CURBS
EXISTING
EOP EXISTING
EOP
2.29
CONCRETE SIDEWALK CULVERT PER
CITY OF FORT COLLINS DETAIL D-12B
3.34TOW
CONCRETE SIDEWALK CULVERT PER
CITY OF FORT COLLINS DETAIL D-12B
1.83
5.
4
%
TRANSITION FROM
CULVERT CURB
HEIGHT TO 6" CURB
2.77
1.79
98.
9
8
3.37
3.35
DRAINAGE EASEMENT AND SWALE MAY BE
REREOUTED UPON DEVELOPMENT IN ORDER TO
BETTER ACCOMMODATE FUTURE SITE LAYOUT
DRAINAGE
EASEMENT
0.59
3.843.84 4.52
3.37
3.84
4.50
0.76
0.4
4
1.2
0
Sheet
GA
T
E
W
A
Y
A
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P
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O
S
P
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a
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s
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o
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un
l
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s
s
s
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d
a
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s
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a
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b
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s
i
o
n
a
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i
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e
r
i
n
th
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e
m
p
l
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f
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P
S
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o
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p
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In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
G10
GR
A
D
I
N
G
P
L
A
N
52
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
8.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
10.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
11.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
12.NO GRADING ACTIVITIES SHALL OCCUR WITHIN THE EROSION BUFFER LIMITS.
13.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
PROPOSED GRADE BREAK
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
MATCHLINE-SEE SHEET G8
G3
G4
G5
G6
G1
G7 G8
G9 G10
G2
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G9
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
27"
S
S
27"
S
S
27"
S
S
NP
NP
NP
NP
NP
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
UD
SD
UD
UD
UD
UD
UD C3-CLEANOUT
INV. OUT=4904.27 (SE)
FG=4906.60
25.04 LF
4" PERF. PVC
@ 0.20%
UD CLEANOUT C2-22.5° BEND
INV. IN=4904.22 (NW)
INV. OUT=4904.22 (E)
47.09 LF 6" PVC @ 1.61%
UD C1-OUTLET
INV. IN=4903.46 (W)
DETENTION POND C
ST
R
E
E
T
E
DRAINAGE
EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
9' UTILITY
EASEMENT
NON-POTABLE LINE B
SEE SHEET NP2
8.11
8.1
0
8.10
8.11
7.60
6.60
6.60
7.60
7.5
6
6.60
6.60 6.60
7.60
7.60
6.60
6.60
7.60
7.61
7.67
7.24
7.63 8.10
TBC
7.10
3.93
8.10
TBC9.44
TBW
4:1
4:1
4:1
4:1
4:1
7:1
4:1
6:1
4:1
7:1
6:1
5:1
4:1
RAIN GARDEN
BIOMEDIA AREA
MIN. FLAT SURFACE AREA = 245 SF
2'x3' CONCRETE FOREBAY
SEE DETAIL 204/RG2
7.86
8.93
8.93
5' S
I
D
E
W
A
L
K
FU
T
U
R
E
10'
T
R
A
I
L
RAIN GARDEN OVERFLOW SPILLWAY
SEE DETAIL 200/RG2
8.10
7.60
7.
6
0
8.1
0
R11'
STORM LINE M
SEE SHEET ST6
27" SS
12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W
12" W
E E E E E E E
E
E
E
E
8"
W
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD CLEANOUT B3
INV. OUT=4906.27 (E)
FG=4908.58
25.27 LF
4" PERF. PVC
@ 0.20%
UD CLEANOUT B2-90 ° BEND
INV. IN=4906.22 (W)
INV. OUT=4906.22 (N)
36.43 LF
6" PVC
@ 6.52%
UD B1-OUTLET
INV. IN=4903.84 (S)INTERIM POND B
STREET D
TRACT B
FUTURE
DEVELOPMENT
4' CURB CUT
9.98
9.47
9.10
10.75
TBW
10.10
TBC
10.10
TBC 9.1
1
8.60 8.58
10
.
1
0
9.6
0
10.10
8.58
9.60
8.58
8.58
9.60
10
.
1
0
10.10
10.10
9.60
9.15
9.16
4:
1
6:
1
4:1
4:
1
4:
1
4:1
4:1
7:1
5:14:1
7:1
6:1
5:
1
5:
1
4:
1
FUTURE 5' S
I
D
E
W
A
L
K
9' UTILITY
EASEMENT
FUTURE CONCRETE SIDEWALK
CULVERT PER CITY OF FORT
COLLINS DETAIL D-12B
RAIN GARDEN
BIOMEDIA AREA
MIN. FLAT SURFACE AREA = 231 SF
2'x4' CONCRETE FOREBAY
SEE DETAIL 204/RG2
RAIN GARDEN OVERFLOW SPILLWAY
SEE DETAIL 200/RG2
10.10
9.60
9.6
0
10.10
DETENTION
POND B
UD UD UD UD UD
SD
SD
UD
UD
UD
UD
UD
POND E
STORM DRAIN B
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
RAIN GARDEN
BIOMEDIA AREA
MIN. FLAT SURFACE AREA = 965 SF
98
.
7
9
98.79
98.79
98.7
9
98
.
7
9
98.79
98
.
7
9
98.7
9
98
.
7
9
98.7
9
98.7
9
98.7
9 97
.
7
9
97.7
9
97.7
9 97
.
7
9
97.7
9
97.79
97.7
9
97
.
7
9
97.7
9
97.7
9
97.7
9
97.79
99.2
9TBC
99.29
TBC
99.6
7
99.98
1.2
0
1.20
1.59
1.20
1.20 1.20 1.20 1.20
1.66
1.66 1.54
1.5
5
1.64
1.90
1.99
1.31
2.38
98.9
3
0.55
1.7
6
1.96
99.1
3
99.1
7
98.9
7
0.12
99.8
2
0.64
0.14
99.41
0.29
99.7
7
99.5
7
99.1
5
98.6
9
98.9
0
98.3
0
98.2
2
97.8
1
97.7
6
1.34
1.34
1.89
2.37
4:
14:1
4:
1
4:
1
4:1
4:
1
4:1
5:
1
4:1
4:
1
4:1
5:
1
9:1
9.
6
%
6.3
%
6.0%
3.9%
1.
9
%
2.
0
%
7.8%
8.8%
8.2%
5.0
%5.4
%
9.
2
%
7.
2
%
5.
7
%
57.35' DRAINAGE
EASEMENT
(WIDTH VARIES)
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
TRACT H
FUTURE
DEVELOPMENT
5'x3' CONCRETE
FOREBAY
SEE DETAIL 204/RG2
98.29
SUBDRAIN E
SEE SHEET SD4
SEE SHEET SD2 FOR
SUBDRAIN EXTENSION
NATURAL HABITAT
BUFFER ZONE (NHBZ)
98.31
98.
8
1
99.29
TBC
99.29
TBC
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
E E E E E E E E E E
EEEEEEEEEEE E
UD
UD
UD
UD
UD UD
UD
UD UD UD
DETENTION
POND D
FRONTAGE ROAD
DETENTION
POND D
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
TRACT E
OPEN SPACE
DE 30' SANITARY
SEWER EASEMENT
9' UTILITY
EASEMENT
7.6
0
7.60
8.09
8.108.10
8.10
8.10
TBC
8.10
TBC
7.10
7.12
7.52
6.
6
0
6.60
6.6
0
6.60
6.60
6.606.60
6.60
7.60 7.60
7.60 6.60
7.6
0
7.60
7.
6
0
10.2
6
9.67
8.868.2
2
10.02
7.90
4.40
STORM DRAIN D
SEE SHEET ST3
4:
1
4:
1
4:
1
4:
1
5:
1 4:
1
4:1
4:1
4:1
8.8%
14
.
8
%
5:
1
4:
1
4:1
4:1
9.0
%
4:1
RAIN GARDEN OVERFLOW SPILLWAY
SEE DETAIL 200/RG2
RAIN GARDEN
BIOMEDIA AREA
MIN. FLAT SURFACE AREA = 647 SF
4'x3' CONCRETE FOREBAY
SEE DETAIL 204/RG2
5' SIDEWALK
7.
6
0
8.10 7.60
8.1
0
8.10
UD D3 - CLEANOUT
INV. OUT=4904.26 (W)
FG=4906.60
UD D2 - 45° BEND
INV. IN=4904.12 (E)
INV. OUT=4904.12 (NW)
FG=4904.48
UD D1 - OUTLET
INV. IN=4904.06 (SE)
FG=4904.42
72.38 LF
4" PERF. PVC
@ 0.20%
29.26 LF
4" PERF. PVC
@ 0.20%
8.10
TBC
X
X
X
X
X
X
X
X
X
X
X
BL
BL
BL
BL
BL
BL
BL
BL
BL
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
UD
BOX
E
L
D
E
R
C
R
E
E
K
DETENTION POND G
STORM DRAIN N
SEE SHEET ST7
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
RAIN GARDEN
BIOMEDIA AREA
MIN. FLAT SURFACE AREA = 259 SF
2'x3' CONCRETE FOREBAY
SEE DETAIL 204/RG2
5.20
5.70
TBC 5.70
TBC
4.70
4.71
5.12
4.78
3.64
3.38
3.4
7
3.80
5.70
5.70
5.70
5.70
5.70
4.
2
0
5.2
0
5.20
5.20
4.20
4.20
4.20
4.20
4.20
4.20
4:1
4:1
4:1
4:1
4:1 4:1
4:1
4:1
4:1
4:1
7.8%
4:1
4:1
5.
1
%
4.9
%
5.7
0
9' UTILITY
EASEMENT
UD G1-OUTFALL
INV. IN=4901.31 (NE)
37.75 LF
6" PVC
@ 1.49%
UD CLEANOUT G2-67.5° BEND
INV. IN=4901.88 (NW)
INV. OUT=4901.88 (SW)
21.65 LF
4" PVC
@ 0.20%
UD CLEANOUT G3
INV. OUT=4901.92 (SE)
FG=4904.20
STR
E
E
T
E
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
5.20
5.20
5.70
1.96
RAIN GARDEN OVERFLOW SPILLWAY
SEE DETAIL 200/RG2
5.20
OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
OHU
6" A
B
D
N
W
G
G
G
E
G
G
G
12" ABDN W 12" ABDN W 12" ABDN W 12" ABDN W 12" ABDN W 12" ABDN W 12" ABDN W 12" ABDN W
12" ABDN W
OHU
OHU
OHU
OHU
8" SS
8"
S
S
8"
S
S
E E E E VAULT
SD SD SD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD
UD
UD
UD
STORM DRAIN C
SEE SHEET ST2
46.17 LF 4" PVC @ 0.20%
UD H2-TEE w CO
INV.=4899.25
FG=4902.29
16.28 LF 6" PVC @ 0.24%
UD H3-CLEANOUT
INV. OUT=4899.34 (E)
FG=4902.80 INSERTA TEE C6-2
INV. IN=4899.21 (S)
FG=4899.75
1.79
1.79
1.79
1.81 3.37
2.87
3.37
3.3
7
4.02
2.45
2.46
2.39
2.
3
9
2.37
3.4
0
TB
C
3.40
TBC2.7
9
1.79
1.79
2.79
1.79
1.79
2.79
2.79
3.373.37
3.84
3.35
(3.80
)
3:
1
4:
1
4:
1
3:
1
4:1
TRACT F
FUTURE
DEVELOPMENT
POND I
0.5%
4'x6' CONCRETE FOREBAY
SEE DETAIL 204/RG2
RAIN GARDEN OVERFLOW SPILLWAY
SEE DETAIL 200/RG2
1.79
1.79 1.79
1.79
1.79
2.79
2.79
2.80
2.79
3.89
3.373.37
3.37
2.79
3.37
25.10 LF
4" PERF. HDPE
@ 0.20%
UD H2-1
30.89 LF
4" PERF. HDPE
@ 0.20%
UD H2-3
8.49 LF
4" PERF. HDPE
@ 0.20%
25.46 LF
4" PERF. HDPE
@ 0.20%
UD H2-5
5.33 LF
4" PERF. HDPE
@ 0.20%
UD H2-6
61.80 LF
4" PERF. HDPE
@ 0.20%
UD H2-7-CLEANOUT
INV.=4899.57
FG=4899.94
4:
1
4:
1
3.40
TBC
3.40
TBC
1.81
RAIN GARDEN BIOMEDIA AREA
MIN. FLAT SURFACE AREA = 1286 SF
2.87
3.3
7
3.37
RG1
GR
A
D
I
N
G
P
L
A
N
RA
I
N
G
A
R
D
E
N
53
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
Sheet
GA
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RAIN GARDEN B
27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
RAIN GARDEN C
RAIN GARDEN E
RAIN GARDEN D
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
RG B RG D
RG C
RG E
27.75' DRAINAGE
EASEMENT (WIDTH VARIES)
RAIN GARDEN G
RG G
RAIN GARDEN I
RG I
RAIN GARDEN FLAT
SURFACE AREA
A A
SECTION A-A
SECTION B-B
B
B
4:1
SLOPE VARIES TO
SIDEWALK CULVERT
OR CURB CUT
0.5'
PLAN
W'
0.5'
0.5'
L'
0.5'
2'' NOTCH
PER PLAN
W'
W'+1'
PER PLAN
GRADE BREAK
0.5%
0.5%
0.5'
4:1
4'X4' SCOUR STOP
RG2
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54
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
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27" SS
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
8.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE
PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
12" WPROPOSED WATER LINE
PROPOSED SANITARY SEWER
E
G
T
EXISTING IRRIGATION BOX
SS
W
VAULT
ELEC
HYD
CONTROL
IRR
H2O
G
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING ELECTRIC
EXISTING ELECTRIC VAULT
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
EXISTING CONTOUR
PROPOSED CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
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2
5
RG B RG D
RG C
RG E
RG G
CLEANOUT202
120°
90°
60°
A
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
OPEN AREA
PER FOOT
4"4 (MIN.) - 6 (MAX.)1.50"-1.10"0.032"14 3/4"2.69 - 2.96 SQ. IN.
NOTES:
1."SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING
TO UNDERDRAINS IN THIS PLAN SET.
2.ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF
THE ENGINEER.
201 DIMENSIONS FOR SLOTTED PVC PIPE
PART 1 - GENERAL
A.Bioretention Sand Media (BSM) shall be uniformly mixed,
uncompacted, free of stones, stumps, roots, or other similar objects
larger than two inches. No other materials or substances shall be
mixed or dumped within the bioretention area that may be harmful to
plant growth or prove a hindrance to the facility's function and
maintenance.
B.BSM shall be free of plant or seed material of non-native, invasive
species, or weeds.
C.Fully mixed BSM shall be tested prior to installation and meet the
following criteria:
1.P-Index of less than 30
2.pH of 5.5-6.5. Should pH fall outside of the acceptable range, it
may be modified with lime (to raise) or iron sulfate plus sulfur (to
lower). The lime or iron sulfate must be mixed uniformly into the
BSM prior to use in the bioretention facility.
3.Cation Exchange Capacity (CEC) greater than 10
4.Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5.BSM that fails to meet the minimum requirements shall be replaced
at the Contractor's expense.
D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of
piles will not be allowed. Mixing of the BSM to a homogeneous
consistency shall be done to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A.Sand
1.BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B.Shredded Paper
1.BSM shall consist of 5-10% shredded paper by volume.
2.Shredded paper shall be loosely packed, approximate bulk density
of 50-100 lbs/CY.
3.Shredded paper shall consist of loose leaf paper, not shredded
phone books, and shall be thoroughly and mechanically mixed to
prevent clumping.
C.Topsoil
1.BSM shall consist of 5-10% topsoil by volume.
2.Topsoil shall be classified as sandy loam, loamy sand, or loam per
USDA textural triangle with less than 5% clay material.
3.Onsite, native material shall not be used as topsoil.
4.Textural analysis shall be performed on topsoil, preferably at its
source, prior to including topsoil in the mix. Topsoil shall be free of
subsoil, debris, weeds, foreign matter, and any other material
deleterious to plant health.
5.Topsoil shall have a pH range of 5.5 to 7.5 and moisture content
between 25-55%.
6.Contractor shall certify that topsoil meets these specifications.
D.Leaf Compost
1.BSM shall consist of 10-20% leaf compost by volume.
2.Leaf compost shall consist of Class 1 organic leaf compost
consisting of aged leaf mulch resulting from biological degradation
and transformation of plant-derived materials under controlled
conditions designed to promote aerobic decomposition.
3.The material shall be well composted, free of viable weed seeds
and contain material of a generally humus nature capable of
sustaining growth of vegetation, with no materials toxic to plant
growth.
4.Compost shall be provided by a local US Composting Council Seal
of Testing Assurance (STA) member. A copy of the provider's
most recent independent STA test report shall be submitted to and
approved by the Owner prior to delivery of BSM to the project site.
5.Compost material shall also meet the following criteria:
a.100 percent of the material shall pass through a 1/2 inch
screen
b.PH of the material shall be between 6.0 and 8.4
c.Moisture content shall be between 35 and 50 percent
d.Maturity greater than 80 percent (maturity indicator expressed
as percentage of germination/vigor, 80+/80+)
e.Maturity indicator expressed as Carbon to Nitrogen ration < 12
f.Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g.Minimum organic matter shall be 40 percent dry weight basis
h.Soluble salt content shall be no greater than 5500 parts per
million or 0-5 mmhos/cm
i.Phosphorus content shall be no greater than 325 parts per
million
j.Heavy metals (trace) shall not exceed 0.5 parts per million
k.Chemical contaminants: meet or exceed US EPA Class A
standard, 40 CFR 503.13, Tables 1 & 3 levels
l.Pathogens: meet or exceed US EPA Class A standard, 40 CFR
503.32(a) levels
PART 3 - EXECUTION
A.General
1.Refer to project specifications for excavation requirements.
B.Placement Method
1.BSM material shall be spread evenly in horizontal layers.
2.Thickness of loose material in each layer shall not exceed
9-inches.
3.Compaction of BSM material is not required.
BIORETENTION SAND MEDIA203
APPROVED:
DRAWN BY:DETAILS
CONSTRUCTION DATE REVISED:
DETAILSTORMWATER
BIORETENTION
October 2022
SAA
D-53
1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR
CONSTRUCTION SPECIFICATIONS.
2.PRE-CONSTRUCTION
2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING
INFILTRATION RATES.
2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING
CONSTRUCTION INSPECTION CHECKLISTS".
3.DURING CONSTRUCTION:
3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION
BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS.
3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA.
3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT,
DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM.
4.GEOTEXTILE LINERS:
4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG
PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL.
4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND
RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY
POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF
IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION.
4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW
FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER.
5.AGGREGATES AND BSM:
5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN
1% FINES.
5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.
5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9.
5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND
AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/
NOTES:
12" MAX1
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE TOP OF THE
MULCH
4 MAX
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER8" MIN DEPTH THICKENED
CURB ADJACENT TO
VEHICULAR PAVEMENTS
OVERFLOW
RISER OPTION
(AS PER PLAN)
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
STANDARD CROSS-SECTION
1
2
WALLED CROSS-SECTION
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
18" MIN
4"
12" MAX
30" MIN
36" MIN
BASIN WIDTH
COVER PLATE
8"
SIDEWALK CHASE
18" MIN
OVERFLOW RISER
OPTION (AS PER PLAN)
REINFORCED
CONCRETE WALLS (AS
PER PLAN)
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND MEDIA
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE SURFACE OF
THE MULCH
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
6.UNDERDRAIN:
6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR
CLOG THE OPENINGS.
6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.
6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN
TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND
ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY.
7.OVERFLOW INLET:
7.1.A 100-YEAR OVERFLOW SPILLWAY OR INLET MUST BE PROVIDED.
7.2.ALL OVERFLOW INLETS SHALL BE CAPPED WITH A DOME-SHAPED GRATE, OR PER PLAN.
7.3.IN ALL CASES, AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS (THIS MAY BE COINCIDENT WITH THE 100-YEAR
OVERFLOW SPILLWAY).
8.CLEANOUTS:
8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.
8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED
PLANS.
8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS
REQUIRED.
9.FOREBAY:
9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES.
10.LANDSCAPE MATERIALS
10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE.
10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE
TOP SURFACE OF THE MULCH OR COBBLE.
10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR
BIORETENTION BASINS.
10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN.
10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.
2" MIN
8" MIN
4"
FLAT
FOREBAY IS REQUIRED TO
BE PLACED AT
CONCENTRATED INFLOW
LOCATIONS; PER PLANS
AND SITE SPECIFIC
DETAILS
LANDSCAPING TO BE
INSTALLED PER
APPROVED
LANDSCAPING PLAN
6"-12"
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
8" MIN 4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
2" MIN
30" MIN
GEOTEXTILE
FABRIC OR LINER
(AS PER PLAN)18" MIN DEPTH OF
BIORETENTION SAND
MEDIA
NATIVE SOIL
ZONE
RUNDOWN OR SCOUR
PROTECTION NEEDED
ON SLOPES
8"
FLAT AREA - SEE DESIGN
PLANS FOR EXTENTS OF
BIORETENTION FLAT
SURFACES
2'
TOP OF WEIR
WEIR CREST ELEV.
2'2'L2'
2-#5 BARS
1
4
(SEE NOTE)
8" MINIMUM THICKNESS
2-#5 BARS
1
4
3"
C
L
R
3"
C
L
R
NOTE:
TRENCH FOR WEIR OUTLET STRUCTURE USING NATIVE GROUND AS FORM WORK.
CONSTRUCT WEIR 8" MINIMUM THICKNESS. UPON COMPLETION OF TRENCHING,
PLACE TEMPERATURE STEEL AND CONCRETE IMMEDIATELY. FORM TOP 4".
TOP OF
BERM/EMBANKMENT
30" MIN.
RAIN GARDEN OVERFLOW WEIR SCHEDULE
EMERGENCY OVERFLOW WEIRS
RAIN
GRDEN ID
WEIR
CREST
LENGTH (L)
WEIR CREST
ELEVATION
TOP OF
BERM
ELEVATION
FLOW
DEPTH
(D)
Q100
(CFS)
RG B2 4 4909.6 4910.1 0.36 3.4
RG C2 4 4907.6 4908.1 0.37 3.57
RG D2 12 4907.6 4908.1 0.36 8.6
RG G3 4 4905.2 4905.7 0.37 3.5
RG I2 15 4902.87 4903.37 0.49 17.1
200
TYPICAL RAIN GARDEN FOREBAY204
4"
4"
2"
4"
4"
2"
6"
OUTLET
PIPE
FRONT VIEWSIDE VIEW
CONCRETE COLLAR DETAIL205
NOTE:
INSTALL CONCRETE COLLAR AT THE END OF UNDERDRAIN OUTLET PIPES THAT
DYLIGHT TO LANDSCAPING.
RG I
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
11+00
4882
4884
4888
4892
4896
4900
4904
4908
4912
4882
4884
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 5000-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
12+00
4886
4888
4892
4896
4900
4904
4908
4912
4886
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 1800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
12+48.95
4886
4888
4892
4896
4900
4904
4908
4912
4886
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
13+08.55
4886
4888
4892
4896
4900
4904
4908
4912
4886
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80
49
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9
49
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8
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4890
4895
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4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
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0
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=
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=
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=
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1
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=
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1
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PV
I
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=
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.
7
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PV
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=
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0
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1
+
8
1
.
7
9
PV
I
E
L
E
V
=
4
9
0
3
.
0
6
PV
I
S
T
A
=
1
2
+
1
7
.
2
9
PV
I
E
L
E
V
=
4
9
0
3
.
7
7
PV
I
S
T
A
=
1
2
+
4
8
.
9
5
PV
I
E
L
E
V
=
4
9
0
3
.
8
9
PV
I
S
T
A
=
1
2
+
8
2
.
3
3
PV
I
E
L
E
V
=
4
9
0
3
.
2
7
PV
I
S
T
A
=
1
3
+
1
5
.
2
9
PV
I
E
L
E
V
=
4
9
0
3
.
0
4
-3.37%
-4.64%
0.00%3.77%
-1.86%
-0.70%1.03%1.98%
0.39%
-0.31%0.04%
18" HDPE STORM
STA.=10+79.90
INV.=4896.73
EX. 27" GREELEY WATER LINE
STA.=11+69.17
TOP=4896.47
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PROPOSED FLOODPLAIN
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PROPOSED FLOODPLAIN
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PROPOSED FLOODPLAIN
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
E
R
T
Y
L
I
N
E
PROPOSED FLOODPLAIN
12" W
SD
SD
8" SS
SD SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
OH
E
XXXXX
X
X
X
X
X
X
X
X
X X X X X
X
X
SS
8" SS 8" SS 8" SS 8" SS
27" SS
27
"
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
W
SS SS SS SS SS SS SS
CONTROL
IRR
CONTROL
IRR
H2O
AC
W
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
H2O
GGGGGG
G
XX
X
X
X
X
X
X
XXX
X X X
X
X
X
X
OHU OHU OHU OHU OHU
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W
V.P.
V.P.
H2O
W
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
OWNER: GLANZ
THOMAS J/LAURA P
APPROXIMATE LOCATION EXISTING WATERLINE
(CITY OF GREELEY BELLVUE LINE 3 27")
PROPOSED
DRAINAGE
EASEMENT
OWN
E
R
:
G
L
A
N
Z
THO
M
A
S
J
/
L
A
U
R
A
P
BOX
E
L
D
E
R
C
R
E
E
K
NATU
R
A
L
H
A
B
I
T
A
T
BUFF
E
R
Z
O
N
E
(
N
H
B
Z
)
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
∆
11+00
12+00
12+49
13+09
BO
X
E
L
D
E
R
C
R
E
E
K
BO
X
E
L
D
E
R
O
V
E
R
F
L
O
W
CH
A
N
N
E
L
POND E
PON
D
G
BO
X
E
L
D
E
R
C
R
E
E
K
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
XS1
CR
O
S
S
-
S
E
C
T
I
O
N
S
BO
X
E
L
D
E
R
C
R
E
E
K
S
O
U
T
H
55
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
BOXELDER CREEK
FLWOLINE
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
13
+
5
0
XS
2
PROPOSED 100-YR
FLOODPLAIN
FUTURE
TRAIL (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
APPROX. BASE
FLOOD ELEVATION
(TYP.)
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STORM DRAIN LINE B
SEE SHEET ST1
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
13+68.16
4886
4888
4892
4896
4900
4904
4908
4912
4886
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 5000-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
14+35.65
4886
4888
4892
4896
4900
4904
4908
4912
4886
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 4800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
15+03.14
4886
4888
4892
4896
4900
4904
4908
4912
4886
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 4400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
15+59.10
4886
4888
4892
4896
4900
4904
4908
4912
4886
4888
4892
4896
4900
4904
4908
4912
0 20 40 60 800-20-40-60-80-100
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
16+15.06
4890
4892
4896
4900
4904
4908
4912
4890
4892
4896
4900
4904
4908
4912
0 20 40 60 800-20-40-60-80-100
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
16+52.49
4890
4892
4896
4900
4904
4908
4912
4890
4892
4896
4900
4904
4908
4912
0 20 40 60 800-20-40-60-80-100-120
49
0
3
.
6
49
0
3
.
5
8
49
0
4
.
0
49
0
4
.
0
3
49
0
4
.
6
49
0
4
.
5
9
49
0
5
.
4
49
0
5
.
4
3
49
0
6
.
0
49
0
5
.
9
7
49
0
6
.
1
49
0
6
.
1
2
8" PVC SUBDRAIN
8" PVC SUBDRAIN
8" PVC SUBDRAIN
21" RCP STORM
8" PVC SUBDRAIN
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PROPOSED FLOODPLAIN
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PROPOSED FLOODPLAIN
PROPOSED FLOODPLAIN
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
SD
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
27"
A
B
D
N
S
S
27"
A
B
D
N
S
S
27"
A
B
D
N
S
S
27"
A
B
D
N
S
S
27"
A
B
D
N
S
S
27"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
W
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SD
SD
SD
SD
SD
SD
X
X
X
X
X
X
X
TRACT H
DEVELOPMENT
OWNER: GLANZ
THOMAS J/LAURA P
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
∆
∆
∆
13+68
14+36
15+03
15+59
16+
1
5
16+52
16+90
TRACT I
OPEN SPACE
DE
BOXE
L
D
E
R
C
R
E
E
K
POND G
BO
X
E
L
D
E
R
C
R
E
E
K
BO
X
E
L
D
E
R
O
V
E
R
F
L
O
W
CH
A
N
N
E
L
POND F
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
13+50 14+00 15+00 16+00 16+50
1.03%0.52%1.72%1.11%0.30%0.67%0.50%PV
I
S
T
A
=
1
3
+
6
8
.
1
6
PV
I
E
L
E
V
=
4
9
0
3
.
5
8
PV
I
S
T
A
=
1
4
+
7
7
.
6
0
PV
I
E
L
E
V
=
4
9
0
4
.
1
5
PV
I
S
T
A
=
1
5
+
0
3
.
1
4
PV
I
E
L
E
V
=
4
9
0
4
.
5
9
PV
I
S
T
A
=
1
5
+
2
4
.
4
0
PV
I
E
L
E
V
=
4
9
0
4
.
8
3
PV
I
S
T
A
=
1
5
+
6
6
.
6
7
PV
I
E
L
E
V
=
4
9
0
4
.
9
5
PV
I
S
T
A
=
1
6
+
1
5
.
0
6
PV
I
E
L
E
V
=
4
9
0
5
.
2
8
49
0
3
.
6
1
49
0
3
.
7
5
49
0
3
.
8
8
49
0
4
.
0
1
49
0
4
.
1
4
49
0
4
.
5
4
49
0
4
.
8
3
49
0
4
.
9
0
49
0
5
.
0
1
49
0
5
.
1
8
49
0
5
.
3
3
XS2
CR
O
S
S
-
S
E
C
T
I
O
N
S
BO
X
E
L
D
E
R
C
R
E
E
K
S
O
U
T
H
56
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)PROPOSED
GRADE (TYP.)
BOXELDER CREEK
FLOWLINEFUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
Sheet
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1
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ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
16
+
5
0
XS
3
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
13
+
5
0
XS
1
FUTURE TRAIL (TYP.)
FUTURE STREAM
STABILIZATION (TYP.)
BOXELDER CREEK
TOP OF BANKEXISTING
WETLANDS
APPROX. BASE
FLOOD ELEVATION
(TYP.)
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STORM DRAIN LINE C2.1
SEE SHEET ST3
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
16+89.92
4890
4892
4896
4900
4904
4908
4912
4890
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 3400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
18+00
4890
4892
4896
4900
4904
4908
4912
4890
4892
4896
4900
4904
4908
4912
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
19+00
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140
49
0
6
.
2
49
0
6
.
1
6
49
0
6
.
5
49
0
6
.
5
4
49
0
7
.
2
49
0
7
.
1
8
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
16+50 17+00 18+00 19+00 19+50
-3.45%
0.00%3.45%
0.00%0.50%
PV
I
S
T
A
=
1
6
+
8
9
.
9
2
PV
I
E
L
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V
=
4
9
0
5
.
6
5
PV
I
S
T
A
=
1
7
+
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8
.
9
2
PV
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L
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V
=
4
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0
4
.
6
5
PV
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A
=
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0
.
9
2
PV
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=
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4
.
6
5
PV
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2
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=
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0
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6
5
49
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5
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5
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49
0
5
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3
0
49
0
4
.
6
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49
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4
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6
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49
0
5
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4
8
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6
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5
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6
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49
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6
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49
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5
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6
5
49
0
5
.
6
5
49
0
5
.
6
5
21" RCP STORM
STA.=17+45.84
INV.=4900.53
PR
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P
O
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E
D
F
L
O
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D
P
L
A
I
N
PR
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P
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S
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D
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L
A
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N
PR
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A
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PR
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P
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PR
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A
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PR
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D
W
A
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PR
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P
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D
F
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D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD X
X
X
X
X
X
X
X
X
X
X
X
27"
A
B
D
N
S
S
27"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
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S
S
27
"
A
B
D
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S
S
27
"
A
B
D
N
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
TRACT K
FUTURE
DEVELOPMENT
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
PROPOSED
DRAINAGE
EASEMENT
TRACT H
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DE
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
∆
∆
16+15
16+52
16+90
18+00
19+00
19+53
19+97
TRACT I
OPEN SPACE
DE
POND F
POND G
BO
X
E
L
D
E
R
C
R
E
E
K
POND F POND G
BO
X
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D
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C
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K
POND F
Sheet
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AR
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0
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2
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XS3
CR
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H
57
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
BOXELDER CREEK
FLOWLINE
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
16
+
5
0
XS
2
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
19
+
5
0
XS
4
PROFILE SCALE:
FUTURE TRAIL (TYP.)
FUTURE STREAM
STABILIZATION (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
APPROX. BASE
FLOOD ELEVATION
(TYP.)
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STORM DRAIN LINE I
SEE SHEET ST5
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
19+53.25
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
19+96.91
4890
4892
4896
4900
4904
4908
4912
4916
4920
4890
4892
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
20+46.29
4890
4892
4896
4900
4904
4908
4912
4916
4920
4890
4892
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
20+84.25
4890
4892
4896
4900
4904
4908
4912
4916
4920
4890
4892
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80
49
0
7
.
3
49
0
7
.
2
5
49
0
7
.
3
49
0
7
.
2
9
49
0
7
.
8
49
0
7
.
8
2
49
0
8
.
0
49
0
8
.
0
4
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
19+50 20+00 21+00 21+50
0.00%
3.91%
2.50%
3.24%
1.00%
2.00%
PV
I
S
T
A
=
1
9
+
9
6
.
9
1
PV
I
E
L
E
V
=
4
9
0
5
.
6
5
PV
I
S
T
A
=
2
0
+
0
8
.
8
8
PV
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E
L
E
V
=
4
9
0
5
.
7
7
PV
I
S
T
A
=
2
0
+
2
0
.
8
5
PV
I
E
L
E
V
=
4
9
0
6
.
0
1
PV
I
S
T
A
=
2
0
+
4
8
.
6
6
PV
I
E
L
E
V
=
4
9
0
6
.
9
1
PV
I
S
T
A
=
2
0
+
6
2
.
3
2
PV
I
E
L
E
V
=
4
9
0
7
.
2
5
PV
I
S
T
A
=
2
1
+
2
2
.
2
1
PV
I
E
L
E
V
=
4
9
0
9
.
6
0
49
0
5
.
6
5
49
0
5
.
6
8
49
0
6
.
1
4
49
0
6
.
9
4
49
0
7
.
7
5
49
0
8
.
7
3
8" PVC SUBDRAIN
48" RCP STORM
ABANDONED
EX. 27" PVC SANITARY8" PVC SUBDRAIN
8" PVC SUBDRAIN
8" PVC SUBDRAIN ABANDONED
EX. 27" PVC SANITARY
48" RCP STORM
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
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N
PR
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P
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E
D
F
L
O
O
D
P
L
A
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N
PR
O
P
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E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PROPOSED FLOODPLAIN
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PROPOSED FLOODWAY
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
PR
O
P
O
S
E
D
F
L
O
O
D
W
A
Y
YIELD
YIELD
27" SS
27" SS
27" SS
27" SS
27"
S
S
8"
S
S
NP
NP
E
E
E
E
E
E
E
E E E E E E E E E EEE
E
E
EE
E
E E E E E E E E E E
E
E
VAULT
E
E
E
E
E
E
E
E E
E
E
SD
SD
SD
SD
SD
SD
SD
NP
NP
NP NP NP
NP
NP
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X
X
X
X
X
X
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X
X
X
X
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
TRACT K
FUTURE
DEVELOPMENT
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
PROPOSED
DRAINAGE
EASEMENT
PROPOSED
DRAINAGE
EASEMENT
TRACT J
OPEN SPACE
DE
TRACT J
OPEN SPACE
DE
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
∆
∆
19+00
19+53
19+97
20+46 20+8
4
POND F
POND G
BO
X
E
L
D
E
R
C
R
E
E
K
POND F POND G
BO
X
E
L
D
E
R
C
R
E
E
K
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
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P
S
G
r
o
u
p
,
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c
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an
d
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r
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o
t
t
o
b
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d
f
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r
an
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t
y
p
e
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f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
XS4
CR
O
S
S
-
S
E
C
T
I
O
N
S
BO
X
E
L
D
E
R
C
R
E
E
K
S
O
U
T
H
58
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
BOXELDER CREEK
FLOWLINE
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
19
+
5
0
XS
3
FUTURE TRAIL (TYP.)
FUTURE STREAM
STABILIZATION (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
APPROX. BASE
FLOOD ELEVATION
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STORM DRAIN LINE E
SEE SHEET ST4
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
-2+62.15
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160-180
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
-2+19.58
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160-180
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
-1+52.29
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160-180
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
-0+89.77
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
-0+21.06
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
0+53.33
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 1200-20-40-60-80-100-120-140
49
0
7
.
6
49
0
7
.
5
7
49
0
7
.
6
49
0
7
.
6
3
49
0
8
.
1
49
0
8
.
1
4
49
0
8
.
7
49
0
8
.
7
3
49
0
8
.
6
49
0
8
.
6
1
49
0
8
.
1
49
0
8
.
0
9
27" PVC SANITARY SEWER
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
-3+50 -3+00 -2+00 -1+00 0+00 1+00
49
0
8
.
7
0
49
0
8
.
7
0
49
0
7
.
6
1
49
0
6
.
5
1
49
0
5
.
8
3
49
0
5
.
4
3
49
0
5
.
3
0
49
0
5
.
3
6
49
0
5
.
4
2
49
0
5
.
4
8
49
0
5
.
5
4
49
0
5
.
6
0
49
0
5
.
6
6
49
0
5
.
7
9
49
0
5
.
9
3
49
0
6
.
0
8
49
0
6
.
2
3
0.00%
-5.03
%
-3.76%
0.82%
-2.59%
-2.53%
-0.99%-0.51%
0.57%0.63%
0.24%
PV
I
S
T
A
=
-
3
+
3
6
.
5
0
PV
I
E
L
E
V
=
4
9
0
8
.
7
0
PV
I
S
T
A
=
-
2
+
9
6
.
5
5
PV
I
E
L
E
V
=
4
9
0
8
.
7
0
PV
I
S
T
A
=
-
2
+
6
2
.
1
5
PV
I
E
L
E
V
=
4
9
0
6
.
9
7
PV
I
S
T
A
=
-
2
+
4
6
.
7
9
PV
I
E
L
E
V
=
4
9
0
6
.
3
9
PV
I
S
T
A
=
-
2
+
3
8
.
6
7
PV
I
E
L
E
V
=
4
9
0
6
.
1
8
PV
I
S
T
A
=
-
2
+
1
4
.
8
0
PV
I
E
L
E
V
=
4
9
0
5
.
5
8
PV
I
S
T
A
=
-
1
+
9
6
.
5
5
PV
I
E
L
E
V
=
4
9
0
5
.
4
0
PV
I
S
T
A
=
-
1
+
7
6
.
9
1
PV
I
E
L
E
V
=
4
9
0
5
.
3
0
PV
I
S
T
A
=
0
+
5
3
.
3
3
PV
I
E
L
E
V
=
4
9
0
6
.
0
9
PV
I
S
T
A
=
0
+
7
3
.
4
1
PV
I
E
L
E
V
=
4
9
0
6
.
2
2
PV
I
S
T
A
=
-
0
+
2
1
.
0
6
PV
I
E
L
E
V
=
4
9
0
5
.
6
7
27" RCP STORM
STA.=-2+19.56
INV.=4902.12
27
"
S
S
27
"
S
S
27
"
S
S
27" S
S
27" S
S
27
"
S
S
27
"
S
S
27
"
S
S
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD
X
X
X
XXXXXXXXX
X
27" ABDN SS 27" ABDN SS 27" ABDN SS 27" SS 27" SS 27" SS 27" SS 27" SS
27" SS
27" SS
BL BL
BL BL
BL
BL BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
-2
+
6
2
-2
+
2
0
-1
+
5
2
-0
+
9
0
-0
+
2
1
0+
5
3
1+
2
4
∆
∆
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
PROPOSED
DRAINAGE
EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
PROPOSED 100-YR
FLODDPLAIN
TRACT E
OPEN SPACE
DE
POND C
BOXELDER CRE
E
K
POND D
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
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E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
XS5
CR
O
S
S
-
S
E
C
T
I
O
N
S
BO
X
E
L
D
E
R
C
R
E
E
K
N
O
R
T
H
59
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE STREAM
STABILIZATION (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
PROPOSED
STORM LINE G
APPROX.
BASE FLOOD ELEVATION (TYP.)
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
STORM DRAIN LINE G
SEE SHEET ST5
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
1+82.51
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
2+50
4894
4896
4900
4904
4908
4912
4916
4894
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
3+18.44
4894
4896
4900
4904
4908
4912
4916
4894
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 140 160 1800-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
4+00
4894
4896
4900
4904
4908
4912
4916
4894
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 140 160 1800-20-40-60-80-100-120-140-160
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
4+80.23
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140
49
0
8
.
2
49
0
8
.
1
9
49
0
8
.
3
49
0
8
.
3
1
49
0
8
.
2
49
0
8
.
2
3
49
0
7
.
7
49
0
7
.
6
7
49
0
7
.
6
49
0
7
.
5
7
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
1+23.60
4890
4892
4896
4900
4904
4908
4912
4916
4890
4892
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140
49
0
8
.
1
49
0
8
.
0
6
EXISTING 27" PVC SANITARY SEWER
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD
UD
UD
XXX
X
X
X
X
X
X
X
X
X
X
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
27
"
S
S
27
"
S
S
8" SS
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL BL BL BL
BL
1+2
4
1+8
3
2+
5
0
3+
1
8
4+
0
0
4+
8
0
5+
5
5
∆
30' P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
AND
T
R
A
I
L
E
A
S
E
M
E
N
T
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
PROPOSED
DRAINAGE
EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
PROPOSED 100-YR
FLOODPLAIN
TRACT E
OPEN SPACE
DE
PON
D
D
POND D
POND C
BOXELDER CRE
E
K
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
1+00 2+00 3+00 4+00 5+00
49
0
6
.
6
4
49
0
6
.
8
2
49
0
7
.
0
0
49
0
7
.
1
9
49
0
7
.
3
0
49
0
7
.
3
1
49
0
7
.
3
2
49
0
7
.
3
6
49
0
7
.
4
0
49
0
7
.
4
2
49
0
7
.
4
4
49
0
7
.
4
6
49
0
7
.
5
6
49
0
7
.
6
8
49
0
7
.
7
9
PV
I
S
T
A
=
1
+
2
3
.
6
0
PV
I
E
L
E
V
=
4
9
0
6
.
6
3
PV
I
S
T
A
=
2
+
1
4
.
9
1
PV
I
E
L
E
V
=
4
9
0
7
.
3
0
PV
I
S
T
A
=
2
+
6
6
.
7
7
PV
I
E
L
E
V
=
4
9
0
7
.
3
1
PV
I
S
T
A
=
3
+
1
8
.
4
4
PV
I
E
L
E
V
=
4
9
0
7
.
3
9
PV
I
S
T
A
=
3
+
4
1
.
7
9
PV
I
E
L
E
V
=
4
9
0
7
.
4
2
PV
I
S
T
A
=
4
+
0
3
.
4
8
PV
I
E
L
E
V
=
4
9
0
7
.
4
6
0.08%0.46%0.03%
0.82%0.73%0.14%0.12%
XS6
CR
O
S
S
-
S
E
C
T
I
O
N
S
BO
X
E
L
D
E
R
C
R
E
E
K
N
O
R
T
H
60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
FUTURE
TRAIL (TYP.)
FUTURE STREAM
STABILIZATION (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
APPROX.
BASE FLOOD ELEVATION (TYP.)
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
5+00 6+00 7+00 8+00 8+50
49
0
8
.
0
2
49
0
8
.
1
3
49
0
8
.
2
5
49
0
8
.
2
2
49
0
8
.
1
8
49
0
8
.
1
5
49
0
8
.
1
1
49
0
8
.
0
8
49
0
8
.
1
5
49
0
8
.
3
6
49
0
8
.
5
7
49
0
8
.
6
5
49
0
8
.
6
5
PV
I
S
T
A
=
5
+
7
6
.
9
5
PV
I
E
L
E
V
=
4
9
0
8
.
2
5
PV
I
S
T
A
=
5
+
8
2
.
8
7
PV
I
E
L
E
V
=
4
9
0
8
.
2
5
PV
I
S
T
A
=
7
+
8
4
.
0
2
PV
I
E
L
E
V
=
4
9
0
8
.
6
5
PV
I
S
T
A
=
7
+
1
2
.
9
5
PV
I
E
L
E
V
=
4
9
0
8
.
0
5
PV
I
S
T
A
=
7
+
2
8
.
2
8
PV
I
E
L
E
V
=
4
9
0
8
.
1
8
PV
I
S
T
A
=
7
+
0
1
.
1
8
PV
I
E
L
E
V
=
4
9
0
8
.
0
8
PV
I
S
T
A
=
6
+
1
5
.
4
3
PV
I
E
L
E
V
=
4
9
0
8
.
2
0
PV
I
S
T
A
=
6
+
3
0
.
2
3
PV
I
E
L
E
V
=
4
9
0
8
.
1
8
PV
I
S
T
A
=
6
+
4
7
.
1
2
PV
I
E
L
E
V
=
4
9
0
8
.
1
5
0.46%
-0.15%
0.84%-0.21%
0.82%
-0.14%-0.15%-0.15%-0.13%
-0.00%
E
E
E
E12"
W
UD
UD
UD
UD
UD
UD
UD
UD
UD
W
W
W
W
W
W
W
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
27" SS
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
8"
S
S
8"
S
S
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
H2O
H2O
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
FE
S
W
W
ST
ST
ST
ST
ST
ST
ST
W
W
5+5
5
6+3
0
6+
8
2
7+
3
2
7+
8
3
8+3
3
8+5
7
9+1
8
9+
7
9
∆
∆
FUT
U
R
E
T
R
A
I
L
EAS
T
E
R
N
E
S
M
T
L
I
N
E
(CL
O
F
X
S
E
C
)
30'
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
AND
T
R
A
I
L
E
A
S
E
M
E
N
T
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
30'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
FUT
U
R
E
T
R
A
I
L
EAS
T
E
R
N
E
S
M
T
L
I
N
E
(CL
O
F
X
S
E
C
)
30''
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
AND
T
R
A
I
L
E
A
S
E
M
E
N
T
30' UTILITY EASEMENT
REC. NO. 97004101
TRACT E
OPEN SPACE
DE
TRACT E
OPEN SPACE
DE
BOX
E
L
D
E
R
C
R
E
E
K
BOXE
L
D
E
R
C
R
E
E
K
BOX
E
L
D
E
R
C
R
E
E
K
POND C
PO
N
D
C
BOX
E
L
D
E
R
C
R
E
E
K
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
5+55.23
4894
4896
4900
4904
4908
4912
4916
4894
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 1200-20-40-60-80-100-120-140-160
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
6+30.23
4898
4900
4904
4908
4912
4916
4898
4900
4904
4908
4912
4916
0 20 40 60 80 100 1200-20-40-60-80-100-120
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
6+82.18
4894
4896
4900
4904
4908
4912
4916
4894
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 1200-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
7+32.43
4894
4896
4900
4904
4908
4912
4916
4894
4896
4900
4904
4908
4912
4916
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
7+82.68
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
8+32.93
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160
49
0
7
.
9
49
0
7
.
9
3
49
0
8
.
0
49
0
8
.
0
4
49
0
8
.
4
49
0
8
.
4
2
49
0
8
.
4
49
0
8
.
4
0
49
0
8
.
7
49
0
8
.
6
7
49
0
9
.
2
49
0
9
.
1
8
Sheet
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of 168
AR
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BO
X
E
L
D
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C
R
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K
N
O
R
T
H
61
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
FUTURE
TRAIL (TYP.)
PROPOSED
GRADE (TYP.)
EXISTING
GROUND (TYP.)
FUTURE STREAM
STABILIZATION (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
APPROX.
BASE FLOOD ELEVATION
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
8+56.59
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
9+17.93
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
9+79.28
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120
49
0
9
.
2
49
0
9
.
2
2
49
0
8
.
7
49
0
8
.
6
8
49
0
9
.
0
49
0
9
.
0
2
4890
4895
4900
4905
4910
4915
4920
4890
4895
4900
4905
4910
4915
4920
8+50 9+00 10+00 10+50
49
0
8
.
6
5
49
0
8
.
5
4
49
0
8
.
2
5
49
0
8
.
1
4
49
0
8
.
3
7
49
0
8
.
6
7
PV
I
S
T
A
=
9
+
5
4
.
8
1
PV
I
E
L
E
V
=
4
9
0
8
.
1
6
PV
I
S
T
A
=
9
+
6
4
.
8
0
PV
I
E
L
E
V
=
4
9
0
8
.
2
5
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
0
8
.
6
7
PV
I
S
T
A
=
9
+
3
4
.
8
0
PV
I
E
L
E
V
=
4
9
0
8
.
1
6
PV
I
S
T
A
=
9
+
4
4
.
8
0
PV
I
E
L
E
V
=
4
9
0
8
.
1
2
PV
I
S
T
A
=
9
+
1
2
.
7
4
PV
I
E
L
E
V
=
4
9
0
8
.
4
1
PV
I
S
T
A
=
9
+
0
2
.
3
0
PV
I
E
L
E
V
=
4
9
0
8
.
5
2
PV
I
S
T
A
=
9
+
2
0
.
3
3
PV
I
E
L
E
V
=
4
9
0
8
.
3
1
PV
I
S
T
A
=
9
+
2
4
.
7
5
PV
I
E
L
E
V
=
4
9
0
8
.
2
5
PV
I
S
T
A
=
8
+
9
4
.
8
0
PV
I
E
L
E
V
=
4
9
0
8
.
6
0
PV
I
S
T
A
=
8
+
8
4
.
8
0
PV
I
E
L
E
V
=
4
9
0
8
.
6
5
0.43%
0.95%
1.18%
-0.94%
-0.40%
-1.10%
-1.00%
-1.22%
-1.44%
-0.50%
-0.00%
UD
UD
UD
UD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
24" SS
24" SS
WWWW
H2
O
H2
O
H2
O
BL BL
BL
BL
BL
BL
BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL
BL
BL
WW
H2
O
H2
O
H2
O
ST
ST
ST
W
W
6+30
6+82
7+3
2
7+
8
3
8+
3
3
8+
5
7
9+
1
8
9+
7
9
∆20''
S
A
N
I
T
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
30''
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
AND
T
R
A
I
L
E
A
S
E
M
E
N
T
30''
P
E
D
E
S
T
R
I
A
N
A
C
C
E
S
S
AND
T
R
A
I
L
E
A
S
E
M
E
N
T
FUTURE TRAIL
EASTERN ESMT LINE
(CL OF XSEC)
30'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
30' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
TRACT E
OPEN SPACE
DE
BOXELDER CREEK
CACHE LA POUDRE I
N
L
E
T
C
A
N
A
L
BOXELD
E
R
C
R
E
E
K
PO
N
D
C
POND C
BOXELDER CREEK
BANK STABILIZATION
SEE SHEETS 74-84
EX. 20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
REC NO.87032253
Sheet
GA
T
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W
A
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P
R
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V
I
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W
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T
of 168
AR
I
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O
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A
|
C
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L
O
R
A
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s
g
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c
.
c
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m
97
0
.
2
2
1
.
4
1
5
8
XS8
CR
O
S
S
-
S
E
C
T
I
O
N
S
BO
X
E
L
D
E
R
C
R
E
E
K
N
O
R
T
H
62
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE STREAM
STABILIZATION (TYP.)
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
BOXELDER CREEK
TOP OF BANK
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
APPROX.
BASE FLOOD ELEVATION
EASTERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
APPROX. 12"
ELCO WATERLINE
APPROX. 12"
ELCO WATERLINE
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP NIS
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
27
"
S
S
24
"
S
S
24
"
S
S
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
X
X
WWWW
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
H2O
H2O
H2O
W
W
H2O
H2O
H2O
H2O
10+
0
0
10+
5
2
11
+
5
0
12
+
0
0
12
+
5
0
12
+
7
9
13
+
6
0
14
+
4
9
BO
X
E
L
D
E
R
C
R
E
E
K
TMNATH RESERVOIR INLET CANAL
EXISTING 60" CITY OF
GREELEY WATER LINE
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
PROPOSED 100-YR
FLOODPLAIN
EXISTING 60" CITY OF
GREELEY WATER LINE
TRACT D
FUTURE
DEVELOPMENT
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
EX. 20' SANITARY SEWER
EASEMENT BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
EX. 20' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC NO. 87032253
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
11+50
4898
4900
4904
4908
4912
4916
4920
4924
4898
4900
4904
4908
4912
4916
4920
4924
0 20 40 60 800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
12+00
4898
4900
4904
4908
4912
4916
4920
4898
4900
4904
4908
4912
4916
4920
0 20 40 60 800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
12+50
4898
4900
4904
4908
4912
4916
4920
4898
4900
4904
4908
4912
4916
4920
0 20 40 60 800-20-40-60-80-100-120
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
10+00
4898
4900
4904
4908
4912
4916
4898
4900
4904
4908
4912
4916
0 20 40 60 800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
10+52.28
4894
4896
4900
4904
4908
4912
4916
4894
4896
4900
4904
4908
4912
4916
0 20 40 60 800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
12+79.26
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
13+60.02
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
14+48.56
4894
4896
4900
4904
4908
4912
4916
4920
4894
4896
4900
4904
4908
4912
4916
4920
0 20 40 60 800-20-40-60-80
49
1
0
.
0
49
1
0
.
3
3
49
0
9
.
4
49
1
0
.
5
5
49
0
9
.
3
49
1
0
.
1
4
49
0
8
.
7
49
0
8
.
6
7
49
0
9
.
7
49
0
9
.
6
7
49
0
9
.
9
49
0
9
.
9
0
49
0
9
.
7
49
0
9
.
7
5
49
1
0
.
2
49
1
0
.
2
1
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE
TRAIL (TYP.)FUTURE
GRADE (TYP.)
EX. 27" PVC SANITARY
EX. 27" PVC SANITARY
EX. 27" PVC SANITARY
EX. 27" PVC SANITARY
EX. 27" PVC SANITARY
Sheet
GA
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AR
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XS9
CR
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S
CO
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S
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U
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T
R
A
I
L
63
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
(CL OF XSEC)
SEE SHEET CS1
FOR PROFILE
FUTURE NISP WATERLINE
BY OTHERS
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
FUTURE CHANNEL
CONTOURS (BY OTHERS)
STORM DRAIN LINE J
SEE SHEET ST5
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
15+00
4902
4904
4908
4912
4916
4920
4902
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 140 160 180 200 220 240 2600-20-40-60-80-100-120
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
16+14.77
4898
4900
4904
4908
4912
4916
4920
4898
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
16+55.38
4898
4900
4904
4908
4912
4916
4920
4898
4900
4904
4908
4912
4916
4920
0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120
17+00
49
1
1
.
7
49
1
1
.
6
2
49
1
2
.
1
49
1
2
.
3
4
EX. 27" PVC SANITARY
FUTURE 30" PVC WATER
(BY OTHERS)
EX. 27" PVC SANITARY
EX. 27" PVC SANITARY
FUTURE 30" PVC WATER
(BY OTHERS)
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
17+00
4898
4900
4904
4908
4912
4916
4920
4924
4898
4900
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120
49
1
4
.
2
49
1
3
.
7
8
EX. 27" PVC SANITARY
FUTURE 30" PVC WATER
(BY OTHERS)
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
17+90.24
4898
4900
4904
4908
4912
4916
4920
4924
4898
4900
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
18+10.92
4898
4900
4904
4908
4912
4916
4920
4924
4898
4900
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80
49
1
4
.
3
49
1
4
.
1
5
49
1
4
.
1
49
1
3
.
9
9
EX. 27" PVC SANITARY
EX. 27" PVC SANITARY
FUTURE 30" PVC WATER
(BY OTHERS)
FUTURE 30" PVC WATER
(BY OTHERS)
NP
NISP
NISP
NISP
NISP
NISP
NISP
NIS
P
NIS
P
NIS
P
NIS
P
NIS
P
NIS
P
NISP NISP NISP NISP
W
W
W
W
W
W
W
W
W
W
W
X
X
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
W
W H2O
W
W
V.P
.
∆
∆
14
+
4
9
15
+
0
0
16
+
1
5
16
+
5
5
17
+
0
0
17
+
9
0
18
+
1
1
TIMNATH RESERVOIR IN
L
E
T
C
A
N
A
L
TMN
A
T
HRESE
R
V
O
I
R
INLE
T
C
A
N
A
L
FUTURE NISP WATERLINE
BY OTHERS
EXISTING 60" CITY OF
GREELEY WATER LINE
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
40' CITY OF GREELEY
WATERLINE EASEMENT
RE. NO. 20060044720
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
EX. 20' SANITARY SEWER
EX. 20' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC NO. 87032253
Sheet
GA
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AR
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1
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XS10
CR
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S
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C
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I
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N
S
CO
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P
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S
L
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U
G
H
T
R
A
I
L
64
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
(CL OF XSEC)
PROPOSED 100-YR
FLOODPLAIN (TYP.)
BOXELDER CREEK
TOP OF BANK
EXISTING
WETLANDS
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED
GRADE (TYP.)
FUTURE
GRADE (TYP.)
FUTURE CHANNEL
CONTOURS (BY OTHERS)
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
19+16.16
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
20+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
21+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 1800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
21+91.96
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
22+91.08
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 1200-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
18+80.77
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
22+63.83
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 1200-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
22+54.09
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 1200-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
23+59.28
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
49
1
4
.
1
49
1
3
.
6
9
49
1
4
.
1
49
1
3
.
8
3
49
1
4
.
3
49
1
4
.
1
8
49
1
4
.
9
49
1
4
.
8
8
49
1
5
.
1
49
1
5
.
1
1
49
1
5
.
2
49
1
5
.
1
7
49
1
5
.
2
49
1
5
.
1
8
49
1
5
.
3
49
1
5
.
2
1
49
1
6
.
8
49
1
5
.
2
6
EX. 24" PVC SANITARY
6" PVC NON-POTABLE WATER
EX. 12" PVC WATER
EX. 27" PVC SANITARY 6" PVC NON-POTABLE WATER
6" PVC NON-POTABLE WATER
EX. 12" PVC WATER
EX. 27" PVC SANITARY
6" PVC NON-POTABLE WATER
EX. 27" PVC SANITARY
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)
FUTURE 30" PVC WATER
(BY OTHERS)
FUTURE 30" PVC WATER
(BY OTHERS)
FUTURE 30" PVC WATER
(BY OTHERS)
INSULATION
INSULATION
NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NISP NISP NISP NISP NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
W
W
W
W
W W W W
W
W
W
W
W
W
OHU
OH
U
OH
U
OH
U
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
24" SS
24" SS
24" SS
24" SS
W
W
W
SS
24"
S
S
24"
S
S
24"
S
S
24"
S
S
SS
SS
SS
SS
W
W
W
W
W
W
W
W
LAKE
C
A
N
A
L
18
+
8
1
19
+
1
6
20
+
0
0
21
+
0
0
21
+
9
2
22
+
5
4
22
+
6
4
22
+
9
1
23
+
5
9
∆
∆
TIMNATH RESERVOIR IN
L
E
T
C
A
N
A
L
∆
EXISTING 60" CITY OF
GREELEY WATER LINE
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
40' CITY OF GREELEY
WATERLINE EASEMENT
RE. NO. 20060044720
FUTURE NISP WATERLINE
BY OTHERS
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
±50 LF INSULATION
±50 LF INSULATION
EX. 20' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC NO. 87032253
EX. 20' WATERLINE EASEMENT TO
EAST LARIMER COUNTY WATER
DISTRICT REC NO. 97004214
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
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s
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u
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r
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u
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,
In
c
.
NO
T
F
O
R
C
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S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
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L
O
R
A
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O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
XS11
CR
O
S
S
-
S
E
C
T
I
O
N
S
CO
O
P
E
R
S
L
O
U
G
H
T
R
A
I
L
65
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
(CL OF XSEC)
FUTURE CHANNEL
CONTOURS (BY OTHERS)
PROPOSED
GRADE (TYP.)
FUTURE
GRADE (TYP.)
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
23+88.08
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
24+16.89
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
25+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 160 1800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
26+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 140 1600-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
27+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
27+31.98
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
28+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
28+55.41
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
28+79.12
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
49
1
7
.
2
49
1
5
.
2
7
49
1
5
.
9
49
1
5
.
2
9
49
1
5
.
6
49
1
5
.
3
4
49
1
5
.
8
49
1
5
.
4
0
49
1
5
.
8
49
1
5
.
2
8
49
1
5
.
8
49
1
5
.
2
2
49
1
5
.
7
49
1
5
.
0
9
49
1
5
.
6
49
1
4
.
9
8
49
1
5
.
6
49
1
4
.
9
4
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)
FUTURE 30" PVC WATER
(BY OTHERS)
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)6" PVC NON-POTABLE WATER
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)
6" PVC NON-POTABLE WATER
FUTURE 30" PVC WATER
(BY OTHERS)
6" PVC NON-POTABLE WATER
NP NP NP NP NP NP NP NP NP NP
NP
NP
NP
NP
NP
NP
NPNPNPNPNPNPNPNPNP
NISP NISP NISP NISP NISP NISP NISP
NISP
NISP
NIS
P
NIS
P
NISP NISP NISP NISP NISP NISP
W W W W W W W W W
W
W W
W
XXXXX
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SS
SS
SS
SS
SS
TMNATH RESERVOIR INLET CAN
A
L
23
+
8
8
24
+
1
7
25
+
0
0
26
+
0
0
27
+
0
0
27
+
3
2
28
+
0
0
28
+
5
5
28
+
7
9
29
+
0
0
∆
∆
LAKE CANAL
EXISTING OVERHEAD
UTILITIES
FUTURE NISP WATERLINE
BY OTHERS
EXISTING 60" CITY
OF GREELEY
WATER LINE
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
40' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
XS12
CR
O
S
S
-
S
E
C
T
I
O
N
S
CO
O
P
E
R
S
L
O
U
G
H
T
R
A
I
L
66
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet0####
##
#####
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
EXISTING
GROUND (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
(CL OF XSEC)
FUTURE CHANNEL
CONTOURS (BY OTHERS)
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
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t
s
o
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v
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c
e
pr
o
v
i
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e
d
b
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P
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f
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f
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s
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r
u
c
t
i
o
n
un
l
e
s
s
s
i
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n
e
d
a
n
d
s
e
a
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e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
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f
E
P
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o
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p
,
In
c
.
NO
T
F
O
R
C
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S
T
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U
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T
I
O
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RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
PROPOSED
GRADE (TYP.)
FUTURE
GRADE (TYP.)
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
29+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
30+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
31+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
32+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
33+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
34+00
4902
4904
4908
4912
4916
4920
4924
4902
4904
4908
4912
4916
4920
4924
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
35+00
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
36+00
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
37+00
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 1400-20-40-60-80
49
1
5
.
5
49
1
4
.
9
0
49
1
5
.
6
49
1
4
.
9
2
49
1
5
.
5
49
1
5
.
0
2
49
1
5
.
7
49
1
5
.
2
3
49
1
6
.
3
49
1
5
.
5
6
49
1
6
.
4
49
1
5
.
8
9
49
1
6
.
9
49
1
6
.
4
0
49
1
7
.
6
49
1
6
.
9
8
49
1
7
.
8
49
1
7
.
5
6
FUTURE 30" PVC WATER
6" PVC NON-POTABLE WATER
6" PVC NON-POTABLE WATER
EX. 6" PVC WATER
NP
NP NP NP NP NP
NP NP NP NP NP NP NP
NP
NP
NP
NP
NP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
W W W W W W W W W W W W W W W W W W W W W W
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU
OHU
OHU
OHU
H2O
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
LAKE CANAL
29
+
0
0
30
+
0
0
31
+
0
0
32
+
0
0
33
+
0
0
34
+
0
0
35
+
0
0
36
+
0
0
37
+
0
0
TMNA
T
H
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
EXISTING 60"
CITY OF
GREELEY
WATER LINE
FUTURE NISP WATERLINE
BY OTHERS
40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
40' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
XS13
CR
O
S
S
-
S
E
C
T
I
O
N
S
CO
O
P
E
R
S
L
O
U
G
H
T
R
A
I
L
67
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet0####
##
#####
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
EXISTING
GROUND (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
(CL OF XSEC)
FUTURE CHANNEL
CONTOURS (BY OTHERS)
Sheet
GA
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AR
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i
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c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
FUTURE
GRADE (TYP.)
PROPOSED
GRADE (TYP.)
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
38+00
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
39+18.16
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
39+79.95
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
40+93.27
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 140 1600-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
40+40.19
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 140 1600-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
41+10.40
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 140 1600-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
41+27.53
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 140 1600-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
42+00
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 1400-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
41+48.95
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 120 140 1600-20-40-60-80
49
1
8
.
6
49
1
8
.
1
5
49
1
9
.
1
49
1
8
.
1
7
49
1
8
.
2
49
1
7
.
0
6
49
1
7
.
2
49
1
6
.
3
7
49
1
7
.
4
49
1
7
.
0
8
49
1
7
.
5
49
1
7
.
3
3
49
1
7
.
6
49
1
7
.
5
0
49
1
7
.
9
49
1
7
.
6
0
49
1
7
.
9
49
1
7
.
6
2
18" PVC NON-POTABLE WATER
NP
NP
NP
W
W
W
W
W
W
W
W
W W W W
X
X
X
X
X
X
X
XXXXXX
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X
H2O
H2O
H2O
H2O
H2O
OWNER: RASS
HOLDINGS LLC
OWNER: SLATE
ROBERT STEPHEN
OWNER: MARTINEZ
RONALD A/LINDA
M/SHANE M
OWNER: GONZALES
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
LAKE CANAL
∆
38
+
0
0
39
+
1
8
39
+
8
0
40
+
4
0
40
+
9
3
41
+
1
0
41+
2
8
41+
4
9
42+
0
0
42+
2
2
42+
8
9
LAKE CANAL
170°
170°
170°
162°
161°
∆
EXISTING 60"
CITY OF
GREELEY
WATER LINE
40' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT 40' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
XS14
CR
O
S
S
-
S
E
C
T
I
O
N
S
CO
O
P
E
R
S
L
O
U
G
H
T
R
A
I
L
68
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet0####
##
#####
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
APPROX. EXISTING
GREELEY WATER LINE
(TYP.)
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
FUTURE
TRAIL (TYP.)FUTURE
GRADE (TYP.)
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
(CL OF XSEC)
FUTURE CHANNEL
CONTOURS (BY OTHERS)
Sheet
GA
T
E
W
A
Y
A
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P
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97
0
.
2
2
1
.
4
1
5
8
STORM DRAIN LINE O
SEE SHEET ST7
PROPOSED
GRADE (TYP.)
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
42+88.89
4906
4908
4912
4916
4920
4924
4928
4906
4908
4912
4916
4920
4924
4928
0 20 40 60 800-20-40-60-80
EA
S
E
M
E
N
T
LI
N
E
Horizontal Scale 1" = 40'
Vertical Scale 1" = 10'
42+21.82
4902
4904
4908
4912
4916
4920
4924
4928
4902
4904
4908
4912
4916
4920
4924
4928
0 20 40 60 80 100 1200-20-40-60-80
49
1
8
.
1
49
1
7
.
5
3
49
1
8
.
0
49
1
7
.
0
2
W
W
W
X
X
X
X
X
X
X
H2O
OWNER: GONZALES
THOMAS
M/CAROLINA G
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
LAKE CANAL
41+
2
8
41+
4
9
42+
0
0
42+
2
2
42+
8
9
170°
170°
170°
162°
161°
∆
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
Sheet
GA
T
E
W
A
Y
A
T
P
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P
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of 168
AR
I
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O
N
A
|
C
O
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O
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A
D
O
ep
s
g
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p
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c
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m
97
0
.
2
2
1
.
4
1
5
8
XS15
CR
O
S
S
-
S
E
C
T
I
O
N
S
CO
O
P
E
R
S
L
O
U
G
H
T
R
A
I
L
69
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet0####
##
#####
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
XS1
XS2
XS3
XS4
XS5
XS6
XS7
XS8
XS9
XS10
XS11
XS12
XS13
XS14
XS15
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)
FUTURE
TRAIL (TYP.)
FUTURE
GRADE (TYP.)
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
(CL OF XSEC)
FUTURE CHANNEL
CONTOURS (BY OTHERS)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
OHU
OHU
24
"
S
S
24
"
S
S
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
24" SS
X
X
WWW
W
W
W
W
W
W
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
H2O
H2O
H2O
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL BL
BL
W
W
H2O
H2O
H2O
H2O
WAT
E
R
V
A
U
L
T
15"
S
T
E
E
L
P
I
P
E
TOP
=
4
9
0
8
.
6
4
W
W
W
W
W
W
W
W
W
W
V.P.
NP
NP
NP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NIS
P
NIS
P
NIS
P
NIS
P
NIS
P
NIS
P
NISP NISP NISP NISP NISP NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NIS
P
BO
X
E
L
D
E
R
C
R
E
E
K
30'' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
30'' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
FUTURE NISP WATERLINE
BY OTHERS
EXISTING CITY OF
GREELEY WATER LINE
30'' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
30'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
∆
∆
STORM DRAIN LINE J
SEE SHEET ST5
FUTURE CHANNEL CONTOURS
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
2.
0
%
2.
1
%
3.7%
2.3%
2.0
%
2.
1
%
2.2
%
2.
9
%
3.4%
7.1%
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
PROPOSED 10''
GRAVEL ACCESS PATH
PROPOSED CONTOURS
(FUTURE TRAIL BY OTHERS)
SEE SHEET CS3 FOR
TYPICAL TRAIL SECTION
∆
PROPOSED 100-YR
FLOODPLAIN
EXISTING TOP OF BANK
EXISTING TOP OF BANK
PROPOSED 100-YR
FLOODWAY
40'' CITY OF GREELEY
WATERLINE EASEMENT
RE. NO. 20060044720
TRACT D
FUTURE
DEVELOPMENT
TIMN
A
T
H
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
EX. 20'' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC NO. 87032253
30'' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
EX. 20'' WATERLINE
EASEMENT TO EAST
LARIMER COUNTY WATER
DISTRICT REC. NO. 97004214
EX. 20'' WATERLINE
EASEMENT TO EAST
LARIMER COUNTY WATER
DISTRICT REC. NO. 97004214
4895
4900
4905
4910
4915
4920
4925
4930
4895
4900
4905
4910
4915
4920
4925
4930
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+50
0.18%
1.22%
3.36%
-0.77%
0.70%
1.13%
0.83%
-0.82%0.80%0.82%0.28%
1.92%
0.28%0.82%PV
I
S
T
A
=
9
+
7
9
.
2
8
PV
I
E
L
E
V
=
4
9
0
8
.
4
3
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
0
8
.
6
7
PV
I
S
T
A
=
1
0
+
6
5
.
0
0
PV
I
E
L
E
V
=
4
9
0
9
.
9
1
PV
I
S
T
A
=
1
1
+
0
5
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
0
2
PV
I
S
T
A
=
1
1
+
1
5
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
0
5
PV
I
S
T
A
=
1
1
+
4
1
.
6
4
PV
I
E
L
E
V
=
4
9
1
0
.
2
7
PV
I
S
T
A
=
1
1
+
5
4
.
3
6
PV
I
E
L
E
V
=
4
9
1
0
.
3
7
PV
I
S
T
A
=
1
1
+
6
8
.
0
4
PV
I
E
L
E
V
=
4
9
1
0
.
4
8
PV
I
S
T
A
=
1
1
+
8
8
.
0
5
PV
I
E
L
E
V
=
4
9
1
0
.
6
5
PV
I
S
T
A
=
1
4
+
1
8
.
6
4
PV
I
E
L
E
V
=
4
9
1
0
.
1
6
50.0' VC
HP ELEV = 4914.49
HP STA = 17+41.41
PVI STA = 17+25.70
PVI ELEV = 4914.65
BV
C
S
:
1
7
+
0
0
.
7
0
BV
C
E
:
4
9
1
3
.
8
0
EV
C
S
:
1
7
+
5
0
.
7
0
EV
C
E
:
4
9
1
4
.
4
5
A.D. = 4.13
K = 12.10
50.0' VC
LP ELEV = 4909.61
LP STA = 13+28.44
PVI STA = 13+26.48
PVI ELEV = 4909.51
BC
V
S
:
1
3
+
0
1
.
4
8
BV
C
E
:
4
9
0
9
.
7
2
EC
V
S
:
1
3
+
5
1
.
4
8
EV
C
E
:
4
9
0
9
.
6
9
A.D. = 1.52
K = 32.85
50.0' VC
PVI STA = 15+08.91
PVI ELEV = 4910.32
BC
V
S
:
1
4
+
8
3
.
9
1
BV
C
E
:
4
9
1
0
.
2
8
EC
V
S
:
1
5
+
3
3
.
9
1
EV
C
E
:
4
9
1
0
.
6
3
A.D. = 1.04
K = 47.97
50.0' VC
PVI STA = 16+47.60
PVI ELEV = 4912.02
BC
V
S
:
1
6
+
2
2
.
6
0
BV
C
E
:
4
9
1
1
.
7
1
EC
V
S
:
1
6
+
7
2
.
6
0
EV
C
E
:
4
9
1
2
.
8
6
A.D. = 2.14
K = 23.35
50.0' VC
LP ELEV = 4913.67
LP STA = 18+69.06
PVI STA = 18+61.79
PVI ELEV = 4913.60
BC
V
S
:
1
8
+
3
6
.
7
9
BV
C
E
:
4
9
1
3
.
7
9
EC
V
S
:
1
8
+
8
6
.
7
9
EV
C
E
:
4
9
1
3
.
7
1
A.D. = 1.19
K = 42.06
49
0
8
.
6
7
49
0
9
.
1
5
49
0
9
.
6
2
49
0
9
.
9
4
49
1
0
.
0
1
49
1
0
.
1
3
49
1
0
.
3
4
49
1
0
.
5
4
49
1
0
.
5
5
49
1
0
.
3
5
49
1
0
.
1
4
49
0
9
.
9
3
49
0
9
.
7
3
49
0
9
.
6
1
49
0
9
.
6
8
49
0
9
.
8
5
49
1
0
.
0
3
49
1
0
.
1
7
49
1
0
.
2
2
49
1
0
.
2
6
49
1
0
.
3
3
49
1
0
.
5
3
49
1
0
.
8
2
49
1
1
.
1
3
49
1
1
.
4
4
49
1
1
.
7
4
49
1
2
.
2
1
49
1
2
.
9
4
49
1
3
.
7
8
49
1
4
.
3
8
49
1
4
.
4
6
49
1
4
.
2
7
49
1
4
.
0
8
49
1
3
.
8
8
49
1
3
.
7
1
49
1
3
.
6
7
49
1
3
.
7
6
49
1
3
.
8
7
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
36" RCP STORM
STA.=10+43.42
INV.=4904.84
36" RCP STORM
STA.=10+34.56
INV.=4904.84
EX. 60" GREELEY WATER
STA.=12+63.12
TOP±4904.0
EX. 60" GREELEY WATER
STA.=12+69.78
TOP±4904.1
ATYPICAL TRAIL CROSS-SECTION
SEE GRADING SHEETS G4 & G5
4895
4900
4905
4910
4915
4920
4895
4900
4905
4910
4915
4920
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50
49
0
7
.
1
1
49
0
7
.
7
2
49
0
7
.
7
8
49
0
7
.
8
4
49
0
7
.
9
0
49
0
7
.
9
6
49
0
8
.
0
2
49
0
8
.
0
8
49
0
8
.
1
4
49
0
8
.
2
0
49
0
8
.
2
5
49
0
8
.
3
1
49
0
8
.
3
7
49
0
8
.
4
3
49
0
8
.
4
9
49
0
8
.
5
5
49
0
8
.
6
1
49
0
8
.
6
7
49
0
8
.
7
3
49
0
8
.
7
9
49
0
8
.
8
5
EXISTING
GROUND
EX. 12" PVC WATER
STA.=17+83.86
TOP=4907.30 FUTURE
GROUND
PROPOSED
GROUND
EXISTING
GROUND
FUTURE
GROUND
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
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r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
CS1
PL
A
N
&
P
R
O
F
I
L
E
FU
T
U
R
E
C
H
A
N
N
E
L
&
T
R
A
I
L
70
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NORTHERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
LI
N
E
MA
T
C
H
ST
A
19
+
5
0
CS1
CS2
CS3
CS4
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
5
0
CS
2
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
19
+
5
0
CS
2
CENTERLINE
FUTURE CHANNEL
SCALE : 1" = 40' (H) 1" = 5' (V)
LI
N
E
MA
T
C
H
ST
A
18
+
5
0
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
W
W
W
W W W W W W W W W W W
W
W
W W W W W W
W
W
W
W
W
W
XXXXXXXX
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OH
U
OH
U
OH
U
OH
U
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
24" SS
24" SS
24" SS
W
S
24"
S
S
24"
S
S
24"
S
S
24"
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
NP NP NP NP NP NP NP NP NP NP NP NP
NP
NP
NP
NP
NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NPNP
NISP
NISP
NISP NISP NISP NISP NISP NISP NISP
NISP
NISP
NIS
P
NIS
P
NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
TIMNATH RESERVOIR INLET CAN
A
L
EXISTING OVERHEAD
UTILITIES
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
30'' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
EXISTING 60" CITY OF
GREELEY WATER LINE
40'' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
30'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
LAKE CA
N
A
L
FUTURE NISP WATERLINE
BY OTHERS
40'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
FUTURE CHANNEL CONTOURS
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.2
%
4:
1
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
PROPOSED 10'' GRAVEL
ACCESS PATH
PROPOSED CONTOURS
(FUTURE TRAIL BY OTHERS)
SEE SHEET CS3 FOR
TYPICAL TRAIL SECTION
∆
∆
∆
∆
STORM DRAIN LINE N
SEE SHEET ST7
TIMN
A
T
H
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
EX. 20'' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
4900
4905
4910
4915
4920
4925
4930
4935
4900
4905
4910
4915
4920
4925
4930
4935
19+5020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0029+50
49
1
4
.
0
8
49
1
4
.
1
8
49
1
4
.
2
9
49
1
4
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4
7
49
1
4
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6
8
49
1
4
.
8
8
49
1
5
.
0
2
49
1
5
.
0
7
49
1
5
.
0
9
49
1
5
.
1
2
49
1
5
.
1
4
49
1
5
.
1
7
49
1
5
.
1
9
49
1
5
.
2
2
49
1
5
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2
3
49
1
5
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2
5
49
1
5
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2
7
49
1
5
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2
8
49
1
5
.
3
0
49
1
5
.
3
1
49
1
5
.
3
3
49
1
5
.
3
4
49
1
5
.
3
6
49
1
5
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3
7
49
1
5
.
3
9
49
1
5
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4
0
49
1
5
.
4
2
49
1
5
.
3
7
49
1
5
.
3
2
49
1
5
.
2
8
49
1
5
.
2
3
49
1
5
.
1
8
49
1
5
.
1
3
49
1
5
.
0
9
49
1
5
.
0
4
49
1
4
.
9
9
49
1
4
.
9
4
49
1
4
.
9
0
49
1
4
.
8
5
0.83%
0.06%-0.19%0.10%0.06%
PV
I
S
T
A
=
2
0
+
3
0
.
4
4
PV
I
E
L
E
V
=
4
9
1
4
.
3
1
PV
I
S
T
A
=
2
6
+
2
5
.
2
6
PV
I
E
L
E
V
=
4
9
1
5
.
4
2
PV
I
S
T
A
=
2
9
+
2
8
.
5
2
PV
I
E
L
E
V
=
4
9
1
4
.
8
4
50.0' VC
PVI STA = 21+17.50
PVI ELEV = 4915.03
BV
C
S
:
2
0
+
9
2
.
5
0
BV
C
E
:
4
9
1
4
.
8
3
EV
C
S
:
2
1
+
4
2
.
5
0
EV
C
E
:
4
9
1
5
.
0
6
A.D. = 0.72
K = 68.98
50.0' VC
PVI STA = 23+00.00
PVI ELEV = 4915.22
BV
C
S
:
2
2
+
7
5
BV
C
E
:
4
9
1
5
.
1
9
EV
C
S
:
2
3
+
2
5
EV
C
E
:
4
9
1
5
.
2
3
A.D. = 0.04
K = 1234.68
50.0' VC
PVI STA = 24+50.26
PVI ELEV = 4915.31
BV
C
S
:
2
4
+
2
5
.
2
6
BV
C
E
:
4
9
1
5
.
3
0
EV
C
S
:
2
4
+
7
5
.
2
6
EV
C
E
:
4
9
1
5
.
3
3
A.D. = 0.00
K = 75630.06
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
EX. 60" GREELEY WATER
STA.=21+78.58
TOP±4905.5
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
18+5019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0028+50
49
0
8
.
9
2
49
0
8
.
9
5
49
0
8
.
9
8
49
0
9
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0
1
49
0
9
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0
4
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0
9
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0
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0
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1
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9
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1
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9
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1
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49
0
9
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2
0
49
0
9
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2
4
49
0
9
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2
7
49
0
9
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3
0
49
0
9
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3
3
49
0
9
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3
6
49
0
9
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4
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49
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9
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4
3
49
0
9
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4
6
49
0
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4
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0
9
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5
3
49
0
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6
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9
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5
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9
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6
2
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9
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9
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2
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0
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7
7
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0
9
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7
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0
9
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8
1
49
0
9
.
8
3
49
0
9
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8
5
49
0
9
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8
6
49
0
9
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9
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9
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9
2
49
0
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4
49
0
9
.
9
5
49
0
9
.
9
7
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GROUND
24" PVC SANITARY
STA.=20+10.68
INV.=4905.99
FUTURE
GROUND
PROPOSED
GROUND
Sheet
GA
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CS2
PL
A
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FU
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A
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&
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71
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NORTHERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
CS1
CS2
CS3
CS4
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
28
+
5
0
CS
3
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
29
+
5
0
CS
3
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
5
0
CS
1
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
19
+
5
0
CS
1
LI
N
E
MA
T
C
H
ST
A
19
+
5
0
LI
N
E
MA
T
C
H
ST
A
18
+
5
0
LI
N
E
MA
T
C
H
ST
A
29
+
5
0
LI
N
E
MA
T
C
H
ST
A
28
+
5
0
CENTERLINE
FUTURE CHANNEL
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU
OHU
OHU
H2O
H2O
H2O
H2O
NP
NP NP NP NP NP
NP NP NP NP NP NP
NP
NP
NP
NP
NP
NP
NP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
NISP
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLCOWNER: RASS
HOLDINGS LLC
LAKE CANAL
EXISTING 60"
CITY OF
GREELEY
WATER LINE
FUTURE NISP WATERLINE
BY OTHERS
40'' CITY OF GREELEY
WATERLINE EASEMENT
REC. NO. 20060044720
40'' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
2.7%
2.
0
%
2.
1
%
2.
0
%
2.
0
%
2.
0
%
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
PROPOSED CONTOURS
(FUTURE TRAIL BY OTHERS)
SEE SHEET CS3 FOR
TYPICAL TRAIL SECTION
STA. = 38+85.29
(FUTURE TRAIL
NORTHERN ESMT LINE)
???END PROPOSED GRADE
FOLLOWS FUTURE TRAIL GRADE
0.5%
0.5%
0.5%
TIMN
A
T
H
R
E
S
E
R
V
O
I
R
I
N
L
E
T
C
A
N
A
L
4900
4905
4910
4915
4920
4925
4930
4935
4900
4905
4910
4915
4920
4925
4930
4935
29+5030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0039+50
49
1
4
.
8
9
49
1
4
.
9
2
49
1
4
.
9
4
49
1
4
.
9
7
49
1
4
.
9
9
49
1
5
.
0
2
49
1
5
.
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5
49
1
5
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49
1
5
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49
1
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2
3
49
1
5
.
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1
49
1
5
.
4
0
49
1
5
.
4
8
49
1
5
.
5
6
49
1
5
.
6
4
49
1
5
.
7
3
49
1
5
.
8
1
49
1
5
.
8
9
49
1
5
.
9
7
49
1
6
.
1
1
49
1
6
.
2
5
49
1
6
.
4
0
49
1
6
.
5
4
49
1
6
.
6
9
49
1
6
.
8
3
49
1
6
.
9
8
49
1
7
.
1
2
49
1
7
.
2
7
49
1
7
.
4
1
49
1
7
.
5
6
49
1
7
.
7
1
49
1
7
.
8
5
49
1
8
.
0
0
49
1
8
.
1
5
49
1
8
.
2
3
49
1
8
.
3
0
49
1
8
.
3
8
49
1
8
.
3
5
49
1
8
.
0
6
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
0.59%
0.10%
0.33%
0.58%
0.29%
PV
I
S
T
A
=
3
8
+
0
3
.
5
1
PV
I
E
L
E
V
=
4
9
1
8
.
1
7
PV
I
S
T
A
=
3
1
+
5
3
.
5
2
PV
I
E
L
E
V
=
4
9
1
5
.
0
8
PV
I
S
T
A
=
3
4
+
2
8
.
5
2
PV
I
E
L
E
V
=
4
9
1
5
.
9
9
PV
I
S
T
A
=
3
6
+
7
8
.
5
2
PV
I
E
L
E
V
=
4
9
1
7
.
4
3
PV
I
S
T
A
=
3
8
+
7
8
.
4
2
PV
I
E
L
E
V
=
4
9
1
8
.
3
9
PV
I
S
T
A
=
3
8
+
7
8
.
4
1
PV
I
E
L
E
V
=
4
9
1
8
.
3
9
50.0' VC
HP ELEV = 4918.40
HP STA = 38+85.29
PVI STA = 39+03.41
PVI ELEV = 4918.46
BV
C
S
:
3
8
+
7
8
.
4
1
BV
C
E
:
4
9
1
8
.
3
9
EV
C
S
:
3
9
+
2
8
.
4
1
EV
C
E
:
4
9
1
8
.
0
0
A.D. = 2.12
K = 23.64
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
28+5029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0038+50
49
1
0
.
0
1
49
1
0
.
0
3
49
1
0
.
0
4
49
1
0
.
0
6
49
1
0
.
0
8
49
1
0
.
1
0
49
1
0
.
1
2
49
1
0
.
1
4
49
1
0
.
1
5
49
1
0
.
1
7
49
1
0
.
1
9
49
1
0
.
2
1
49
1
0
.
2
3
49
1
0
.
2
4
49
1
0
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2
6
49
1
0
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2
8
49
1
0
.
3
0
49
1
0
.
3
2
49
1
0
.
3
4
49
1
0
.
3
5
49
1
0
.
3
7
49
1
0
.
3
9
49
1
0
.
4
1
49
1
0
.
4
3
49
1
0
.
4
4
49
1
0
.
4
6
49
1
0
.
4
8
49
1
0
.
5
0
49
1
0
.
5
2
49
1
0
.
5
3
49
1
0
.
5
5
49
1
0
.
5
7
49
1
0
.
5
9
49
1
0
.
6
1
49
1
0
.
6
3
49
1
0
.
6
4
49
1
0
.
6
6
49
1
0
.
6
8
49
1
0
.
7
0
FUTURE
GROUND
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GROUND
PROPOSED
GROUND
6" PVC NON-POT
STA.=30+58.39
INV.=4904.39
Sheet
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f
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f
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i
o
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un
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d
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n
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s
e
a
l
e
d
b
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a
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r
i
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th
e
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m
p
l
o
y
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f
E
P
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G
r
o
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p
,
In
c
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T
F
O
R
C
O
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S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
CS3
PL
A
N
&
P
R
O
F
I
L
E
FU
T
U
R
E
C
H
A
N
N
E
L
&
T
R
A
I
L
72
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NORTHERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
CS1
CS2
CS3
CS4
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
28
+
5
0
CS
2
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
29
+
5
0
CS
2
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
39
+
5
0
CS
4
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
38
+
5
0
CS
4
CENTERLINE
FUTURE CHANNEL
SCALE : 1" = 40' (H) 1" = 5' (V)
FUTURE CHANNEL CONTOURS
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
LI
N
E
MA
T
C
H
ST
A
29
+
5
0
LI
N
E
MA
T
C
H
ST
A
28
+
5
0
LI
N
E
MA
T
C
H
ST
A
39
+
5
0
LI
N
E
MA
T
C
H
ST
A
38
+
5
0
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
W
W
W
W
W
W
W
W
W
W
W X
X
X
X
X
X
X
X
X
X
X
W
H2O
H2O
H2O
NP
OWNER: SLATE
ROBERT STEPHEN
OWNER: MARTINEZ
RONALD A/LINDA
M/SHANE M
OWNER: GONZALES
THOMAS
M/CAROLINA G
OWNER: KOVAR
KENNETH L/LINDA L
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
PLE
A
S
A
N
T
ACR
E
S
D
R
I
V
E
LAKE C
A
N
A
L
∆
FUTURE CHANNEL CONTOURS
FOR REFERENCE ONLY
NOT FOR CONSTRUCTION
2.0%
2.5
%
2.7%2.7%
FUTURE CHANNEL
CENTERLINE
FUTURE TRAIL
NORTHERN ESMT LINE
PROPOSED 10'' GRAVEL
ACCESS PATH
AT EXISTING GRADE
PROPOSED CONTOURS
(FUTURE TRAIL BY OTHERS)
SEE SHEET CS3 FOR
TYPICAL TRAIL SECTION
∆
FUTURE COOPER SLOUGH
BOX CULVERT (BY OTHERS)
4900
4905
4910
4915
4920
4925
4930
4935
4900
4905
4910
4915
4920
4925
4930
4935
39+5040+0041+0042+0043+0044+0045+0045+50
49
1
7
.
1
5
49
1
6
.
7
0
49
1
6
.
3
7
49
1
6
.
4
5
49
1
6
.
8
1
49
1
7
.
1
8
49
1
7
.
4
8
49
1
7
.
6
0
49
1
7
.
6
1
49
1
7
.
6
2
49
1
7
.
5
0
49
1
7
.
3
1
49
1
7
.
1
2
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GRADE
-1.82%1.48%
0.04%-0.76%
PV
I
S
T
A
=
4
2
+
0
8
.
8
8
PV
I
E
L
E
V
=
4
9
1
7
.
6
3
PV
I
S
T
A
=
4
2
+
8
8
.
8
8
PV
I
E
L
E
V
=
4
9
1
7
.
0
2
50.0' VC
PVI STA = 41+27.52
PVI ELEV = 4917.59
BV
C
S
:
4
1
+
0
2
.
5
2
BV
C
E
:
4
9
1
7
.
2
2
EV
C
S
:
4
1
+
5
2
.
5
2
EV
C
E
:
4
9
1
7
.
6
0
A.D. = 1.44
K = 34.68
50.0' VC
LOW PT ELEV = 4916.35
LOW PT STA = 40+32.73
PVI STA = 40+30.17
PVI ELEV = 4916.15
BV
C
S
:
4
0
+
0
5
.
1
7
BV
C
E
:
4
9
1
6
.
6
0
EV
C
S
:
4
0
+
5
5
.
1
7
EV
C
E
:
4
9
1
6
.
5
2
A.D. = 3.31
K = 15.11
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
38+5039+0040+0041+0042+0043+0044+00
49
1
0
.
7
3
49
1
0
.
7
5
49
1
0
.
7
7
49
1
0
.
7
9
49
1
0
.
8
1
49
1
0
.
8
3
49
1
0
.
8
4
49
1
0
.
8
6
49
1
0
.
8
8
FUTURE
GROUND
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GROUND
EX. 60" CITY OF GREELEY WATER LINE
STA.=38+65.03
INV.=4903.11
PROPOSED
GROUND
FUTURE COOPER SLOUGH
BOX CULVERT (BY OTHERS)
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
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e
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t
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o
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e
r
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e
pr
o
v
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e
d
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an
d
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o
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d
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y
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f
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o
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s
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r
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c
t
i
o
n
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l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
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E
n
g
i
n
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e
r
i
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th
e
e
m
p
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f
E
P
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In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
CS4
PL
A
N
&
P
R
O
F
I
L
E
FU
T
U
R
E
C
H
A
N
N
E
L
&
T
R
A
I
L
73
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NORTHERN ESMT LINE
FUTURE TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
CS1
CS2
CS3
CS4
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
38
+
5
0
CS
3
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
39
+
5
0
CS
3
CENTERLINE
FUTURE CHANNEL
SCALE : 1" = 40' (H) 1" = 5' (V)
LI
N
E
MA
T
C
H
ST
A
39
+
5
0
LI
N
E
MA
T
C
H
ST
A
38
+
5
0
EXISTING 60" CITY
OF GREELEY
WATER LINE
NON-POTABLE LINE E
SEE SHEET NP5
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT AND SUBJECT TO
A FEMA CLOMR APPROVAL.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED CONTOUR
NATURAL HABITAT BUFFER ZONE
EFFECTIVE FEMA 100-YR FLOODPLAIN
EFFECTIVE FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FUTURE CONTOUR
FUTURE MAJOR CONTOUR
FUTURE MINOR CONTOUR
W
W
X
X
X
X
X
X
X
X
OH
E
OH
U
OHU OHU OHU OHU
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
T
X X X
X
OHU OHU OHU OHU OHU OHU OHU OHU
OH
U
OH
U
/
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
CONTROL
CONTROL
IRR
BL
SD
SD
SD
SD
SD
SD
XX
X
X
XXOHUOHUOHUOHU
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
OWNER:
CULBERT SON
DAVID M
OWNER:
WHITE
WESLEY R
ANGELA M
OWNER:
BADE
CARLA M STORM DRAIN LINE A
SEE SHEET ST1
DETENTION POND E
SAWCUT LINE
PROSPECT ROAD
ST
R
E
E
T
B
R25'
R28'
TEMPORARY CURB & GUTTER
2' CURB CUT
30" VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
8' SIDEWALK
TEMPORARY
SPLITTER ISLAND
FUTURE 30" VERTICAL
CURB & GUTTER
EXISTING EOP
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 8' SIDEWALK
FUTURE
STORM INLET
EXISTING
BOX CUVLERTS
REST AREA ACCESS ROAD
TRACT H
FUTURE
DEVELOPMENT
FUTURE
MEDIAN
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 8' SIDEWALK
EXISTING EOPEXISTING
CROWN
FUTURE
MEDIAN
FUTURE
CENTERLINE
FUTURE
CENTERLINE24'
FL-FL
41.5'
FL-FL
PROPOSED EOP
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
6+50 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
4895
4900
4905
4910
4915
4920
4895
4900
4905
4910
4915
4920
6+50 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
6+50 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
EXISTING GROUND AT
FUTURE CENTERLINE
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
49
0
2
.
5
5
49
0
3
.
0
5
49
0
3
.
5
5
49
0
4
.
0
5
49
0
2
.
3
0
49
0
2
.
4
3
49
0
2
.
6
8
49
0
2
.
8
0
49
0
2
.
9
3
49
0
3
.
1
8
49
0
3
.
3
0
49
0
3
.
4
3
49
0
3
.
6
8
49
0
3
.
8
0
49
0
3
.
9
3
49
0
4
.
1
9
49
0
3
.
6
9
49
0
3
.
3
4
49
0
3
.
4
8
49
0
3
.
9
7
49
0
4
.
4
7
49
0
4
.
9
7
49
0
5
.
4
1
49
0
5
.
4
1
49
0
4
.
9
7
49
0
4
.
3
2
49
0
4
.
0
7
49
0
3
.
9
4
49
0
3
.
8
2
49
0
3
.
5
7
49
0
3
.
4
6
49
0
3
.
3
9
49
0
3
.
3
3
49
0
3
.
3
5
49
0
3
.
4
0
49
0
3
.
6
0
49
0
3
.
7
2
49
0
3
.
8
5
49
0
4
.
1
0
49
0
4
.
2
2
49
0
4
.
3
5
49
0
4
.
6
0
49
0
4
.
7
2
49
0
4
.
8
5
49
0
5
.
1
0
49
0
5
.
2
2
49
0
5
.
3
3
49
0
5
.
4
5
49
0
5
.
4
7
49
0
5
.
4
5
49
0
5
.
3
3
49
0
5
.
2
2
49
0
5
.
0
9
49
0
4
.
8
4
-0.50%0.50%
-0.50%
200.0' VC
HP ELEV = 4905.47
HP STA = 14+49.91
PVI STA = 14+49.91
PVI ELEV = 4905.72
BV
C
S
:
1
3
+
4
9
.
9
1
BV
C
E
:
4
9
0
5
.
2
2
EV
C
S
:
1
5
+
4
9
.
9
1
EV
C
E
:
4
9
0
5
.
2
2
A.D. = 1.00
K = 200.00
200.0' VC
LOW PT ELEV = 4903.33
LOW PT STA = 9+22.43
PVI STA = 9+22.43
PVI ELEV = 4903.08
BV
C
S
:
8
+
2
2
.
4
3
BV
C
E
:
4
9
0
3
.
5
8
EV
C
S
:
1
0
+
2
2
.
4
3
EV
C
E
:
4
9
0
3
.
5
8
A.D. = 1.00
K = 200.00
0.50%
PV
I
S
T
A
=
1
0
+
4
0
.
9
5
PV
I
E
L
E
V
=
4
9
0
2
.
2
6
PV
I
S
T
A
=
1
4
+
4
8
.
3
5
PV
I
E
L
E
V
=
4
9
0
4
.
2
1
59.4' VC
PVI STA = 14+18.93
PVI ELEV = 4904.15
BV
C
S
:
1
3
+
8
8
.
9
9
BV
C
E
:
4
9
0
4
.
0
0
EV
C
S
:
1
4
+
4
8
.
3
5
EV
C
E
:
4
9
0
4
.
2
1
A.D. = 0.30
K = 199.99
-0.50%
49
0
3
.
5
0
49
0
3
.
0
0
49
0
2
.
5
0
49
0
2
.
0
4
49
0
2
.
5
4
49
0
3
.
0
4
49
0
3
.
5
4
49
0
4
.
0
4
49
0
4
.
4
7
49
0
4
.
4
7
49
0
3
.
6
3
49
0
3
.
3
8
49
0
3
.
2
5
49
0
3
.
1
3
49
0
2
.
8
8
49
0
2
.
7
5
49
0
2
.
6
3
49
0
2
.
3
8
49
0
2
.
2
5
49
0
2
.
1
3
49
0
2
.
1
7
49
0
2
.
2
9
49
0
2
.
4
2
49
0
2
.
6
7
49
0
2
.
7
9
49
0
2
.
9
2
49
0
3
.
1
7
49
0
3
.
2
9
49
0
3
.
4
2
49
0
3
.
6
7
49
0
3
.
7
9
49
0
3
.
9
2
49
0
4
.
1
7
49
0
4
.
2
9
49
0
4
.
4
0
49
0
4
.
5
2
49
0
4
.
5
3
49
0
4
.
5
2
49
0
4
.
3
9
-0.50%0.50%
PV
I
S
T
A
=
9
+
9
6
.
3
5
PV
I
E
L
E
V
=
4
9
0
2
.
0
2
200.0' VC
HP ELEV = 4904.53
HP STA = 15+48.78
PVI STA = 15+48.78
PVI ELEV = 4904.78
BV
C
S
:
1
4
+
4
8
.
7
8
BV
C
E
:
4
9
0
4
.
2
8
EV
C
S
:
1
6
+
4
8
.
7
8
EV
C
E
:
4
9
0
4
.
2
8
A.D. = 1.00
K = 200.00
-0.50%
PV
I
S
T
A
=
1
4
+
4
8
.
3
5
PV
I
E
L
E
V
=
4
9
0
4
.
2
1
140.6' VC
HP ELEV = 4904.25
HP STA = 14+87.84
PVI STA = 15+17.68
PVI ELEV = 4904.35
BV
C
S
:
1
4
+
4
8
.
3
5
BV
C
E
:
4
9
0
4
.
2
1
EV
C
S
:
1
5
+
8
8
.
9
9
EV
C
E
:
4
9
0
3
.
9
9
A.D. = 0.70
K = 200.06
FUTURE
GRADE
FUTURE
GRADE
FUTURE
GRADE
EXISTING GROUND AT
FUTURE CENTERLINE
EXISTING GROUND AT
FUTURE LEFT FLOWLINE
FUTURE
GRADE
FUTURE
GRADE
EXISTING GROUND AT
FUTURE LEFT FLOWLINE Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R1
PL
A
N
&
P
R
O
F
I
L
E
PR
O
S
P
E
C
T
R
O
A
D
85
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
FUTURE CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
R1 R2 R3
LEFT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
6. FUTURE GROUND ELEVATIONS BASED ON PARTIAL DESIGN AND SHOULD NOT BE
CONSIDERED FINAL AND SHALL NOT BE USED FOR CONSTRUCTION.
LI
N
E
MA
T
C
H
ST
A
16
+
5
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
16
+
5
0
R2
FUTURE RIGHT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
W
W
W
W
W
X
X
X
X
X
XXXXXX
X
X
XXX
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
ELEC
ELEC
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
T
FE S FE S
XX
X
OHU OHU
ST
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
OHU
OHU
/ /
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
OHU OHU OHU OHU OHU OHUOHU
OHU
UD UD
UD UD UD
UD
UD
UD UD UD
UD
EXISTING
BOX CULVERTS
FUTURE
STORM DRAIN
FR
O
N
T
A
G
E
RO
A
D
TRACT F
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
EXISTING
GREELEY
WATER LINE
PROPOSED EOP
30" VERTICAL
CURB & GUTTER
8' SIDEWALK
2' SIDEWALK
CUVLERT
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
GUARDRAIL
PROSPECT ROAD
R60'R70'
STORM DRAIN LINE C
SEE SHEET ST2
EXISTING EOP
EXISTING EOP
SAWCUT LINE
EXISTING
CROWN
FUTURE
MEDIAN
FUTURE
MEDIAN
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 8' SID
E
W
A
L
K
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE
CENTERLINE
32'
FL-FL
EXISTING CULVERT
4895
4900
4905
4910
4915
4920
4895
4900
4905
4910
4915
4920
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
49
0
2
.
9
4
49
0
2
.
6
1
49
0
3
.
1
1
49
0
3
.
6
1
49
0
4
.
1
1
49
0
4
.
7
3
49
0
3
.
3
1
49
0
3
.
1
9
49
0
3
.
0
6
49
0
2
.
8
1
49
0
2
.
6
9
49
0
2
.
5
6
49
0
2
.
7
4
49
0
2
.
8
6
49
0
2
.
9
9
49
0
3
.
2
4
49
0
3
.
3
6
49
0
3
.
4
9
49
0
3
.
7
4
49
0
3
.
8
6
49
0
3
.
9
9
49
0
4
.
2
4
49
0
4
.
3
7
49
0
4
.
5
3
49
0
4
.
9
6
49
0
4
.
1
5
49
0
4
.
0
3
49
0
3
.
9
0
49
0
3
.
7
8
49
0
3
.
6
5
49
0
3
.
5
3
49
0
3
.
4
0
49
0
3
.
2
8
49
0
3
.
1
5
49
0
3
.
1
6
49
0
3
.
2
9
49
0
3
.
4
1
49
0
3
.
5
4
49
0
3
.
6
6
49
0
3
.
7
9
49
0
3
.
9
1
49
0
4
.
0
4
49
0
4
.
1
6
49
0
4
.
2
9
49
0
4
.
4
1
49
0
4
.
5
4
49
0
4
.
6
6
49
0
4
.
7
9
49
0
4
.
9
2
49
0
5
.
0
9
49
0
5
.
3
1
49
0
5
.
5
7
49
0
4
.
4
7
49
0
4
.
0
5
49
0
4
.
0
9
49
0
4
.
5
5
49
0
5
.
0
6
49
0
5
.
5
6
49
0
6
.
1
2
49
0
4
.
5
9
49
0
4
.
3
4
49
0
4
.
2
2
49
0
4
.
1
2
49
0
4
.
0
2
49
0
4
.
0
1
49
0
4
.
0
4
49
0
4
.
1
8
49
0
4
.
3
0
49
0
4
.
4
3
49
0
4
.
6
8
49
0
4
.
8
0
49
0
4
.
9
3
49
0
5
.
1
8
49
0
5
.
3
1
49
0
5
.
4
3
49
0
5
.
6
9
49
0
5
.
8
1
49
0
5
.
9
5
49
0
6
.
3
3
-0.50%0.50%
PV
I
S
T
A
=
1
8
+
8
6
.
4
9
PV
I
E
L
E
V
=
4
9
0
3
.
1
0
BV
C
S
:
2
2
+
3
5
.
0
2
BV
C
E
:
4
9
0
4
.
8
4
-0.50%
0.50%
200.0' VC
LOW PT ELEV = 4904.01
LOW PT STA = 18+41.89
PVI STA = 18+42.27
PVI ELEV = 4903.76
BV
C
S
:
1
7
+
4
2
.
2
7
BV
C
E
:
4
9
0
4
.
2
6
EV
C
S
:
1
9
+
4
2
.
2
7
EV
C
E
:
4
9
0
4
.
2
6
A.D. = 1.00
K = 199.25
BV
C
S
:
2
2
+
6
0
.
6
9
BV
C
E
:
4
9
0
5
.
8
7
-0.50%
0.50%
PV
I
S
T
A
=
1
7
+
2
1
.
6
2
PV
I
E
L
E
V
=
4
9
0
3
.
3
3
PV
I
S
T
A
=
1
8
+
8
1
.
9
8
PV
I
E
L
E
V
=
4
9
0
2
.
5
2
BC
V
S
:
2
2
+
3
8
.
8
8
BV
C
E
:
4
9
0
4
.
3
1
FUTURE
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING GROUND AT
FUTURE CENTERLINE
FUTURE
GRADE
FUTURE
GRADE
EXISTING GROUND AT
FUTURE CENTERLINE
EXISTING GROUND AT
FUTURE LEFT FLOWLINE
FUTURE
GRADE
FUTURE
GRADE
EXISTING GROUND AT
FUTURE LEFT FLOWLINE Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
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in
s
t
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v
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b
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s
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o
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a
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i
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i
n
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e
e
m
p
l
o
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P
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o
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,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R2
PL
A
N
&
P
R
O
F
I
L
E
PR
O
S
P
E
C
T
R
O
A
D
86
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
FUTURE CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
R1 R2 R3
LEFT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
6. FUTURE GROUND ELEVATIONS BASED ON PARTIAL DESIGN AND SHOULD NOT BE
CONSIDERED FINAL AND SHALL NOT BE USED FOR CONSTRUCTION.
LI
N
E
MA
T
C
H
ST
A
16
+
5
0
FUTURE RIGHT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
23
+
5
0
R3
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
16
+
5
0
R1
LI
N
E
MA
T
C
H
ST
A
23
+
5
0
XXXXXXX
F.O.
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU OHU OHU OHU OHU
OHU
OHU
OHU
OHU
UD UD
UD
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
GUARDRAIL
CONNECT TO
EXISTING
CURB & GUTTER
EXISTING
STORM DRAIN
SAWCUT LINE
APPROXIMATE
EXISTING EOP
EXISTING
CURB & GUTTER
EXISTING
STORM DRAIN
EXISTING
CURB & GUTTER
I-
2
5
O
F
F
-
R
A
M
P
I-
2
5
O
N
-
R
A
M
P
PROSPECT ROAD
FUTURE
MEDIAN
FUTURE 30" VERTICAL
CURB & GUTTER
EXISTING 6' SIDEWALK
EXISTING 6' SIDEWALK
FUTURE
CENTERLINE
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
23+50 24+00 25+00 26+00 27+00 28+00
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
23+50 24+00 25+00 26+00 27+00 28+00
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
23+50 24+00 25+00 26+00 27+00 28+00
49
0
6
.
6
2
49
0
8
.
6
2
49
1
1
.
3
3
49
1
4
.
7
3
49
0
6
.
2
2
49
0
7
.
0
5
49
0
7
.
5
3
49
0
8
.
0
5
49
0
9
.
2
3
49
0
9
.
8
9
49
1
0
.
5
8
49
1
2
.
1
1
49
1
2
.
9
4
49
1
3
.
8
1
49
1
5
.
6
9
49
1
6
.
6
9
4.00%
PV
I
S
T
A
=
2
7
+
3
5
.
0
2
PV
I
E
L
E
V
=
4
9
1
6
.
0
9
PV
I
S
T
A
=
2
7
+
6
5
.
9
9
PV
I
E
L
E
V
=
4
9
1
7
.
3
3
500.0' VC
PVI STA = 24+85.02
PVI ELEV = 4906.09
EV
C
S
:
2
7
+
3
5
.
0
2
EV
C
E
:
4
9
1
6
.
0
9
A.D. = 3.50
K = 142.86
49
0
5
.
9
0
49
0
7
.
6
9
49
1
0
.
3
3
49
0
5
.
5
5
49
0
6
.
2
9
49
0
6
.
7
1
49
0
7
.
1
8
49
0
8
.
2
6
49
0
8
.
8
9
49
0
9
.
5
8
49
1
1
.
1
4
49
1
2
.
0
0
49
0
7
.
2
5
49
0
9
.
0
7
49
1
1
.
5
9
49
1
4
.
8
2
49
0
6
.
9
0
49
0
7
.
6
4
49
0
8
.
0
7
49
0
8
.
5
5
49
0
9
.
6
4
49
1
0
.
2
5
49
1
0
.
9
0
49
1
2
.
3
4
49
1
3
.
1
2
49
1
3
.
9
5
49
1
5
.
7
3
49
1
6
.
6
9
49
1
7
.
6
9
4.00%
500.0' VC
PVI STA = 25+10.69
PVI ELEV = 4907.13
EV
C
S
:
2
7
+
6
0
.
6
9
EV
C
E
:
4
9
1
7
.
1
1
A.D. = 3.49
K = 143.20
PV
I
S
T
A
=
2
6
+
6
1
.
6
4
PV
I
E
L
E
V
=
4
9
1
2
.
4
2
422.8' VC
PVI STA = 24+73.45
PVI ELEV = 4905.48
EC
V
S
:
2
6
+
6
1
.
6
4
EV
C
E
:
4
9
1
2
.
4
2
A.D. = 3.19
K = 132.56
4.00%
PV
I
S
T
A
=
2
7
+
6
1
.
6
4
PV
I
E
L
E
V
=
4
9
1
6
.
3
7
77.2' VC
PVI STA = 26+79.37
PVI ELEV = 4913.08
BC
V
S
:
2
6
+
6
1
.
6
4
BV
C
E
:
4
9
1
2
.
4
2
EC
V
S
:
2
7
+
3
8
.
8
7
EV
C
E
:
4
9
1
5
.
4
6
A.D. = 0.31
K = 248.47
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
APPROXIMATE
EXISTING
GROUND
EXISTING GROUND AT
FUTURE CENTERLINE
FUTURE
GRADE
FUTURE
GRADE
EXISTING GROUND AT
FUTURE CENTERLINE
EXISTING GROUND AT
FUTURE LEFT FLOWLINE
FUTURE
GRADE
FUTURE
GRADE
EXISTING GROUND AT
FUTURE LEFT FLOWLINE Sheet
GA
T
E
W
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AR
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L
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ep
s
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o
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97
0
.
2
2
1
.
4
1
5
8
R3
PL
A
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&
P
R
O
F
I
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PR
O
S
P
E
C
T
R
O
A
D
87
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
FUTURE CENTERLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
R1 R2 R3
LEFT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
6. FUTURE GROUND ELEVATIONS BASED ON PARTIAL DESIGN AND SHOULD NOT BE
CONSIDERED FINAL AND SHALL NOT BE USED FOR CONSTRUCTION.
FUTURE RIGHT FLOWLINE
PROSPECT ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
23
+
5
0
R2
LI
N
E
MA
T
C
H
ST
A
23
+
5
0
W
W
W
W
W
W
6"
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
T
T
E
T
OHU
OHU
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
H2
O
G
G
W
/ /
/
/
/
/
/
/
UD
UD
STREET
B
PR
O
S
P
E
C
T
R
O
A
D
VERTICAL
CURB & GUTTER
PROPERTY
BOUNDARY (TYP.)
63
'
R
O
W
36
'
F
L
-
F
L
PROPOSED
DRAINAGE
EASEMENT
EXISTING 27"
WATERLINE
(CITY OF GREELEY
BELLVUE LINE 3)
OWNER:
ANDERSON
KENNTH E &
JULIE ANN
OWNER:
DEADMOND
LARRY L &
NANCY K
OWNER:
CULBERT SON
DAVID M
STORM DRAIN LINE A
SEE SHEET ST1DETENTION POND E
TRACT G
OPEN SPACE
STORM DRAIN LINE F
SEE SHEET ST4
TRACT H
FUTURE
DEVELOPMENT
"STOP"
SIGN
EXISTING
EOP
9' UTILITY EA
S
E
M
E
N
T
9' UTILITY EA
S
E
M
E
N
T
5' SIDEWALK
20'
DRAINAGE
EASEMENT
50' GREELEY
WATERLINE EASEMENT
EX. 20' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PV
I
S
T
A
=
1
0
+
1
8
.
6
0
PV
I
E
L
E
V
=
4
9
0
3
.
9
8
PV
I
S
T
A
=
1
0
+
3
7
.
9
1
PV
I
E
L
E
V
=
4
9
0
3
.
5
4
PV
I
S
T
A
=
1
0
+
6
7
.
6
2
PV
I
E
L
E
V
=
4
9
0
3
.
0
5
120.0' VC
HP ELEV = 4909.12
HP STA = 15+05.56
PVI STA = 14+66.84
PVI ELEV = 4909.38
BV
C
S
:
1
4
+
0
6
.
8
4
BV
C
E
:
4
9
0
7
.
9
3
EV
C
S
:
1
5
+
2
6
.
8
4
EV
C
E
:
4
9
0
9
.
0
6
A.D. = 2.93
K = 40.92
90.0' VC
LP ELEV = 4908.39
LP STA = 16+78.00
PVI STA = 16+78.00
PVI ELEV = 4908.28
BC
V
S
:
1
6
+
3
3
BV
C
E
:
4
9
0
8
.
5
1
EC
V
S
:
1
7
+
2
3
EV
C
E
:
4
9
0
8
.
5
1
A.D. = 1.04
K = 86.54
90.0' VC
PVI STA = 12+39.23
PVI ELEV = 4903.88
BC
V
S
:
1
1
+
9
4
.
2
3
BV
C
E
:
4
9
0
3
.
6
6
EC
V
S
:
1
2
+
8
4
.
2
3
EV
C
E
:
4
9
0
4
.
9
7
A.D. = 1.91
K = 47.05
49
0
3
.
8
6
49
0
3
.
0
6
49
0
3
.
1
9
49
0
3
.
3
1
49
0
3
.
4
4
49
0
3
.
5
6
49
0
3
.
6
9
49
0
3
.
9
1
49
0
4
.
2
7
49
0
4
.
7
6
49
0
5
.
3
5
49
0
5
.
9
5
49
0
6
.
5
6
49
0
7
.
1
6
49
0
7
.
7
6
49
0
8
.
3
3
49
0
8
.
7
4
49
0
9
.
0
0
49
0
9
.
1
1
49
0
9
.
0
7
49
0
8
.
9
4
49
0
8
.
8
1
49
0
8
.
6
8
49
0
8
.
5
5
49
0
8
.
4
4
49
0
8
.
3
9
49
0
8
.
4
2
49
0
8
.
5
2
49
0
8
.
6
5
49
0
8
.
7
8
18" STORM
STA.=10+66.19
INV.=4899.10
4895
4900
4905
4910
4915
4920
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
49
0
2
.
5
4
49
0
2
.
6
6
49
0
2
.
7
9
49
0
2
.
9
1
49
0
3
.
0
4
49
0
3
.
1
7
49
0
3
.
3
9
49
0
3
.
7
6
49
0
4
.
2
6
49
0
4
.
8
7
49
0
5
.
4
8
49
0
6
.
1
0
49
0
6
.
7
1
49
0
7
.
3
3
49
0
7
.
8
7
49
0
8
.
2
7
49
0
8
.
5
1
49
0
8
.
5
9
49
0
8
.
5
2
49
0
8
.
3
9
49
0
8
.
2
6
49
0
8
.
1
3
49
0
8
.
0
0
49
0
7
.
8
7
49
0
7
.
7
6
49
0
7
.
8
9
49
0
8
.
0
2
49
0
8
.
1
4
49
0
8
.
2
7
-0.52%
2.46%
0.51%
0.50%
PV
I
S
T
A
=
1
0
+
7
0
.
0
6
PV
I
E
L
E
V
=
4
9
0
2
.
5
2
PV
I
S
T
A
=
1
6
+
7
2
.
7
0
PV
I
E
L
E
V
=
4
9
0
7
.
7
5
120.0' VC
HP ELEV = 4908.59
HP STA = 15+00.87
PVI STA = 14+61.83
PVI ELEV = 4908.85
BV
C
S
:
1
4
+
0
1
.
8
3
BV
C
E
:
4
9
0
7
.
3
7
EV
C
S
:
1
5
+
2
1
.
8
3
EV
C
E
:
4
9
0
8
.
5
3
A.D. = 2.98
K = 40.31
88.4' VC
PVI STA = 12+38.42
PVI ELEV = 4903.36
BC
V
S
:
1
1
+
9
4
.
2
1
BV
C
E
:
4
9
0
3
.
1
4
EC
V
S
:
1
2
+
8
2
.
6
4
EV
C
E
:
4
9
0
4
.
4
4
A.D. = 1.96
K = 45.19
49
0
2
.
6
6
49
0
2
.
7
8
49
0
2
.
9
1
49
0
3
.
0
3
49
0
3
.
1
6
49
0
3
.
3
8
49
0
3
.
7
2
49
0
4
.
2
0
49
0
4
.
7
8
49
0
5
.
3
7
49
0
5
.
9
6
49
0
6
.
5
5
49
0
7
.
1
5
49
0
7
.
7
1
49
0
8
.
1
4
49
0
8
.
4
2
49
0
8
.
5
6
49
0
8
.
5
4
49
0
8
.
4
2
49
0
8
.
2
9
49
0
8
.
1
7
49
0
8
.
0
4
49
0
7
.
9
2
49
0
7
.
7
9
49
0
7
.
8
4
49
0
7
.
9
7
49
0
8
.
1
0
49
0
8
.
2
4
-0.50%
2.37%
0.53%
0.50%
PV
I
S
T
A
=
1
0
+
8
0
.
7
1
PV
I
E
L
E
V
=
4
9
0
2
.
5
6
PV
I
S
T
A
=
1
6
+
8
3
.
1
0
PV
I
E
L
E
V
=
4
9
0
7
.
7
5
120.0' VC
HP ELEV = 4908.57
HP STA = 15+09.42
PVI STA = 14+70.33
PVI ELEV = 4908.81
BV
C
S
:
1
4
+
1
0
.
3
3
BV
C
E
:
4
9
0
7
.
3
9
EV
C
S
:
1
5
+
3
0
.
3
3
EV
C
E
:
4
9
0
8
.
5
1
A.D. = 2.87
K = 41.82
91.6' VC
PVI STA = 12+40.04
PVI ELEV = 4903.36
BC
V
S
:
1
1
+
9
4
.
2
6
BV
C
E
:
4
9
0
3
.
1
3
EC
V
S
:
1
2
+
8
5
.
8
2
EV
C
E
:
4
9
0
4
.
4
4
A.D. = 1.87
K = 48.97
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
INLET A3
PROPOSED
INLET A2
FUTURE
GRADE
INLET F7
24" RCP STORM
STA.=16+77.91
INV.=4903.64
2.41%
-0.52%0.52%
-2.01%
0.50%
1.50%
90.0' VC
PVI STA = 11+01.58
PVI ELEV = 4903.20
BV
C
S
:
1
0
+
5
6
.
5
8
BV
C
E
:
4
9
0
2
.
5
2
EV
C
S
:
1
1
+
4
6
.
5
8
EV
C
E
:
4
9
0
3
.
4
2
A.D. = 1.00
K = 90.00
1.50%
PV
I
S
T
A
=
1
0
+
4
8
.
3
7
PV
I
E
L
E
V
=
4
9
0
2
.
3
1
90.0' VC
PVI STA = 11+01.58
PVI ELEV = 4903.20
BV
C
S
:
1
0
+
5
6
.
5
8
BV
C
E
:
4
9
0
2
.
5
2
EV
C
S
:
1
1
+
4
6
.
5
8
EV
C
E
:
4
9
0
3
.
4
2
A.D. = 1.00
K = 90.00
FUTURE
PROSPECT ROAD
(BY OTHERS)
INLET F8
FUTURE
DESIGN
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R4
PL
A
N
&
P
R
O
F
I
L
E
ST
R
E
E
T
B
88
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
LI
N
E
MA
T
C
H
ST
A
18
+
0
0
R4
R5
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
0
0
R5
LEFT FLOWLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
R25'
R28'
X X X X X X X X X X X X X X X
X
X
X
W
UD
STREET B
36
'
F
L
-
F
L
63
'
R
O
W
FU
T
U
R
E
3
6
'
F
L
-
F
L
FUTURE STREET B
VERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
PROPERTY
BOUNDARY (TYP.)
OWNER: SEA
STAR LIMITED
PARTNERSHIP
OWNER:
DESELMS
ROBERT A &
K DENISE
STREET D
SEE SHEET R6
TRACT B
FUTURE
DEVELOPMENT
6' CROSSPAN
FUTURE
STORM DRAIN
DEAD END BARRICADE
PROPOSED
DRAINAGE
EASEMENT
STA. = 21+70.78
(STREET B)
STA. = 10+00.00
(STREET D)
TRACT G
OPEN SPACE
R20'R20'
FU
T
U
R
E
63
'
R
O
W
TRACT H
FUTURE
DEVELOPMENT
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
EX. 20' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032252
EXISTING
FARM ROAD
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
49
0
9
.
0
4
49
0
9
.
1
7
49
0
9
.
3
0
49
0
9
.
4
3
49
0
9
.
5
6
49
0
9
.
6
9
49
0
9
.
8
2
49
0
9
.
9
4
49
1
0
.
0
7
49
1
0
.
1
9
49
1
0
.
3
2
49
1
0
.
4
4
49
1
0
.
5
7
49
1
0
.
6
9
49
1
0
.
8
5
49
1
1
.
0
6
49
1
1
.
3
2
49
1
1
.
6
3
49
1
1
.
9
3
49
1
2
.
1
5
49
1
2
.
2
6
49
1
2
.
2
7
49
1
2
.
1
7
49
1
1
.
9
9
1.26%
-0.75%
0.52%
0.50%
PV
I
S
T
A
=
2
4
+
1
4
.
0
4
PV
I
E
L
E
V
=
4
9
1
1
.
8
8
PV
I
S
T
A
=
1
9
+
6
1
.
5
3
PV
I
E
L
E
V
=
4
9
0
9
.
7
5
120.0' VC
HP ELEV = 4912.28
HP STA = 23+39.17
PVI STA = 23+24.04
PVI ELEV = 4912.56
BV
C
S
:
2
2
+
6
4
.
0
4
BV
C
E
:
4
9
1
1
.
8
1
EV
C
S
:
2
3
+
8
4
.
0
4
EV
C
E
:
4
9
1
2
.
1
1
A.D. = 2.01
K = 59.82
91.5' VC
PVI STA = 21+92.44
PVI ELEV = 4910.91
BC
V
S
:
2
1
+
4
6
.
6
9
BV
C
E
:
4
9
1
0
.
6
8
EC
V
S
:
2
2
+
3
8
.
1
9
EV
C
E
:
4
9
1
1
.
4
8
A.D. = 0.76
K = 121.04
EXISTING
GROUND
FUTURE
GRADE
PROPOSED
GRADE
EXISTING
GROUND
-0.75%0.50%
PV
I
S
T
A
=
2
2
+
1
6
.
7
8
PV
I
E
L
E
V
=
4
9
1
1
.
2
1
PV
I
S
T
A
=
2
7
+
3
0
.
8
6
PV
I
E
L
E
V
=
4
9
1
2
.
7
1
120.0' VC
HP ELEV = 4912.28
HP STA = 23+39.20
PVI STA = 23+24.04
PVI ELEV = 4912.56
BV
C
S
:
2
2
+
6
4
.
0
4
BV
C
E
:
4
9
1
1
.
8
0
EV
C
S
:
2
3
+
8
4
.
0
4
EV
C
E
:
4
9
1
2
.
1
1
A.D. = 2.01
K = 59.78
120.0' VC
LOW PT ELEV = 4911.61
LOW PT STA = 24+86.11
PVI STA = 24+74.04
PVI ELEV = 4911.43
BV
C
S
:
2
4
+
1
4
.
0
4
BV
C
E
:
4
9
1
1
.
8
8
EV
C
S
:
2
5
+
3
4
.
0
4
EV
C
E
:
4
9
1
1
.
7
3
A.D. = 1.25
K = 96.09
PROPOSED
GRADE
49
1
1
.
3
1
49
1
1
.
6
3
49
1
1
.
9
3
49
1
2
.
1
5
49
1
2
.
2
6
49
1
2
.
2
7
49
1
2
.
1
7
49
1
1
.
9
9
49
1
1
.
8
1
49
1
1
.
6
8
49
1
1
.
6
2
49
1
1
.
6
2
49
1
1
.
6
9
49
1
1
.
8
1
49
1
1
.
9
4
49
1
2
.
0
6
49
1
2
.
1
9
49
1
2
.
3
1
49
1
2
.
4
4
49
1
2
.
5
6
49
1
2
.
6
9
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
49
0
8
.
5
0
49
0
8
.
6
3
49
0
8
.
7
7
49
0
8
.
9
0
49
0
9
.
0
3
49
0
9
.
1
6
49
0
9
.
2
9
49
0
9
.
4
2
49
0
9
.
5
4
49
0
9
.
6
7
49
0
9
.
7
9
49
0
9
.
9
2
49
1
0
.
0
4
49
1
0
.
1
7
49
1
0
.
3
2
49
1
0
.
5
3
49
1
0
.
7
9
49
1
1
.
1
0
49
1
1
.
4
0
49
1
1
.
6
2
49
1
1
.
7
3
49
1
1
.
7
4
49
1
1
.
6
5
49
1
1
.
4
7
49
0
8
.
5
3
49
0
8
.
6
5
49
0
8
.
7
8
49
0
8
.
9
1
49
0
9
.
0
4
49
0
9
.
1
7
49
0
9
.
2
9
49
0
9
.
4
2
49
0
9
.
5
4
49
0
9
.
6
7
49
0
9
.
7
9
49
0
9
.
9
2
49
1
0
.
0
4
49
1
0
.
1
7
49
1
0
.
3
2
49
1
0
.
5
3
49
1
0
.
7
9
49
1
1
.
1
0
49
1
1
.
4
0
49
1
1
.
6
2
49
1
1
.
7
3
49
1
1
.
7
4
49
1
1
.
6
5
49
1
1
.
4
7
-0.75%
1.25%
0.51%
0.50%
PV
I
S
T
A
=
1
9
+
6
1
.
5
4
PV
I
E
L
E
V
=
4
9
0
9
.
2
2
PV
I
S
T
A
=
2
4
+
1
4
.
6
7
PV
I
E
L
E
V
=
4
9
1
1
.
3
6
120.0' VC
HP ELEV = 4911.75
HP STA = 23+39.66
PVI STA = 23+24.67
PVI ELEV = 4912.03
BV
C
S
:
2
2
+
6
4
.
6
8
BV
C
E
:
4
9
1
1
.
2
8
EV
C
S
:
2
3
+
8
4
.
6
5
EV
C
E
:
4
9
1
1
.
5
8
A.D. = 2.00
K = 59.98
90.0' VC
PVI STA = 21+92.44
PVI ELEV = 4910.38
BC
V
S
:
2
1
+
4
7
.
4
4
BV
C
E
:
4
9
1
0
.
1
5
EC
V
S
:
2
2
+
3
7
.
4
4
EV
C
E
:
4
9
1
0
.
9
4
A.D. = 0.75
K = 120.00
-0.75%
0.53%
0.50%
1.25%PV
I
S
T
A
=
1
9
+
6
1
.
5
2
PV
I
E
L
E
V
=
4
9
0
9
.
2
2
PV
I
S
T
A
=
2
4
+
1
4
.
6
5
PV
I
E
L
E
V
=
4
9
1
1
.
3
6
120.0' VC
HP ELEV = 4911.75
HP STA = 23+39.65
PVI STA = 23+24.65
PVI ELEV = 4912.03
BV
C
S
:
2
2
+
6
4
.
6
7
BV
C
E
:
4
9
1
1
.
2
8
EV
C
S
:
2
3
+
8
4
.
6
4
EV
C
E
:
4
9
1
1
.
5
8
A.D. = 2.00
K = 59.98
90.0' VC
PVI STA = 21+92.43
PVI ELEV = 4910.38
BC
V
S
:
2
1
+
4
7
.
4
3
BV
C
E
:
4
9
1
0
.
1
5
EC
V
S
:
2
2
+
3
7
.
4
3
EV
C
E
:
4
9
1
0
.
9
4
A.D. = 0.75
K = 120.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
EXISTING
GROUND
Sheet
GA
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of 168
AR
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0
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2
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5
8
R5
PL
A
N
&
P
R
O
F
I
L
E
ST
R
E
E
T
B
89
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
LI
N
E
MA
T
C
H
ST
A
18
+
0
0
R4
R5
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
0
0
R4
LEFT FLOWLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
X
X
XX
UD UD
UD
UD UD
UD UD
UD UD
UD
UD
UD
UD
UD
UD
UD
VERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
TRACT H
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
STREET B
SEE SHEET R5
STREET D
STREET B
SEE SHEET R5
6' CROSS PAN
63
'
R
O
W
36
'
F
L
-
F
L
PROPOSED
DRAINAGE
EASEMENT
R20'
STA. = 10+00.00
(STREET D)
STA. = 21+70.78
(STREET B)
R20'R20'
"STOP" SIGN
STORM DRAIN LINE O
SEE SHEET ST7
9' UTILITY EASEMENT
9' UTILITY EASEMENT
30' DRAINAGE
EASEMENT
STORM DRAIN LINE E
SEE SHEET ST4
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
49
1
0
.
8
2
49
1
0
.
5
1
49
1
0
.
9
4
49
1
1
.
3
2
49
1
1
.
6
0
49
1
1
.
7
7
49
1
1
.
9
0
49
1
2
.
0
2
49
1
2
.
0
9
49
1
2
.
1
0
49
1
2
.
0
6
49
1
1
.
9
6
49
1
1
.
8
3
49
1
1
.
6
9
49
1
1
.
5
5
49
1
1
.
4
0
49
1
1
.
2
7
49
1
1
.
1
5
49
1
1
.
0
2
49
1
0
.
9
0
49
1
0
.
7
8
49
1
0
.
6
9
49
1
0
.
6
6
49
1
0
.
6
8
49
1
0
.
7
6
49
1
0
.
8
8
49
1
1
.
0
1
49
1
1
.
1
1
49
1
1
.
1
4
49
1
1
.
1
2
49
1
1
.
0
5
49
1
0
.
9
2
0.50%
-2.25%1.72%0.54%-0.53%
-0.56%
-0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
8
2
PV
I
S
T
A
=
1
0
+
1
9
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
3
9
PV
I
S
T
A
=
1
7
+
8
3
.
0
3
PV
I
E
L
E
V
=
4
9
1
0
.
8
8
PV
I
S
T
A
=
1
3
+
8
3
.
6
4
PV
I
E
L
E
V
=
4
9
1
1
.
3
6
73.0' VC
PVI STA = 10+87.57
PVI ELEV = 4911.59
BV
C
S
:
1
0
+
5
1
.
0
8
BV
C
E
:
4
9
1
0
.
9
6
EV
C
S
:
1
1
+
2
4
.
0
6
EV
C
E
:
4
9
1
1
.
7
7
A.D. = 1.22
K = 60.00
120.0' VC
HP ELEV = 4912.10
HP STA = 12+19.06
PVI STA = 12+22.57
PVI ELEV = 4912.26
BV
C
S
:
1
1
+
6
2
.
5
7
BV
C
E
:
4
9
1
1
.
9
6
EV
C
S
:
1
2
+
8
2
.
5
7
EV
C
E
:
4
9
1
1
.
9
2
A.D. = 1.06
K = 112.99
120.0' VC
HP ELEV = 4911.14
HP STA = 17+03.65
PVI STA = 17+03.03
PVI ELEV = 4911.30
BV
C
S
:
1
6
+
4
3
.
0
3
BV
C
E
:
4
9
1
0
.
9
8
EV
C
S
:
1
7
+
6
3
.
0
3
EV
C
E
:
4
9
1
0
.
9
9
A.D. = 1.07
K = 112.02
120.0' VC
LP ELEV = 4910.66
LP STA = 15+52.34
PVI STA = 15+54.71
PVI ELEV = 4910.50
BC
V
S
:
1
4
+
9
4
.
7
1
BV
C
E
:
4
9
1
0
.
8
0
EC
V
S
:
1
6
+
1
4
.
7
1
EV
C
E
:
4
9
1
0
.
8
3
A.D. = 1.04
K = 115.25
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
49
1
0
.
7
1
49
1
0
.
3
4
49
1
0
.
6
2
49
1
0
.
8
8
49
1
1
.
0
8
49
1
1
.
2
4
49
1
1
.
3
7
49
1
1
.
4
9
49
1
1
.
5
6
49
1
1
.
5
7
49
1
1
.
5
3
49
1
1
.
4
4
49
1
1
.
3
0
49
1
1
.
1
6
49
1
1
.
0
2
49
1
0
.
8
8
49
1
0
.
7
5
49
1
0
.
6
2
49
1
0
.
5
0
49
1
0
.
3
7
49
1
0
.
2
5
49
1
0
.
1
2
49
1
0
.
0
0
49
1
0
.
0
7
49
1
0
.
2
0
49
1
0
.
3
3
49
1
0
.
4
6
49
1
0
.
5
6
49
1
0
.
6
2
49
1
0
.
6
2
49
1
0
.
5
6
49
1
0
.
4
5
-2.25%
-0.53%-0.97%0.57%
-0.56%
-0.50%0.84%
0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
9
6
PV
I
S
T
A
=
1
0
+
1
9
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
5
2
PV
I
S
T
A
=
1
7
+
7
5
.
0
4
PV
I
E
L
E
V
=
4
9
1
0
.
3
5
PV
I
S
T
A
=
1
3
+
8
3
.
6
4
PV
I
E
L
E
V
=
4
9
1
0
.
8
3
PV
I
S
T
A
=
1
5
+
5
3
.
8
0
PV
I
E
L
E
V
=
4
9
0
9
.
9
8
PV
I
S
T
A
=
1
0
+
7
6
.
9
6
PV
I
E
L
E
V
=
4
9
1
1
.
0
1
120.0' VC
HP ELEV = 4911.58
HP STA = 12+19.07
PVI STA = 12+22.57
PVI ELEV = 4911.74
BV
C
S
:
1
1
+
6
2
.
5
7
BV
C
E
:
4
9
1
1
.
4
4
EV
C
S
:
1
2
+
8
2
.
5
7
EV
C
E
:
4
9
1
1
.
4
0
A.D. = 1.06
K = 112.97
114.6' VC
HP ELEV = 4910.62
HP STA = 16+96.70
PVI STA = 16+94.64
PVI ELEV = 4910.78
BV
C
S
:
1
6
+
3
7
.
3
4
BV
C
E
:
4
9
1
0
.
4
5
EV
C
S
:
1
7
+
5
1
.
9
4
EV
C
E
:
4
9
1
0
.
4
7
A.D. = 1.09
K = 104.74
-2.25%1.13%
0.50%
0.52%-0.51%
-0.56%
-0.50%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
7
1
PV
I
S
T
A
=
1
0
+
1
9
.
0
0
PV
I
E
L
E
V
=
4
9
1
0
.
2
8
PV
I
S
T
A
=
1
7
+
9
5
.
0
1
PV
I
E
L
E
V
=
4
9
1
0
.
3
5
PV
I
S
T
A
=
1
3
+
8
3
.
6
4
PV
I
E
L
E
V
=
4
9
1
0
.
8
3
PV
I
S
T
A
=
1
5
+
5
5
.
5
8
PV
I
E
L
E
V
=
4
9
0
9
.
9
7
90.0' VC
PVI STA = 10+89.07
PVI ELEV = 4911.07
BV
C
S
:
1
0
+
4
4
.
0
7
BV
C
E
:
4
9
1
0
.
5
6
EV
C
S
:
1
1
+
3
4
.
0
7
EV
C
E
:
4
9
1
1
.
2
9
A.D. = 0.63
K = 142.86
120.0' VC
HP ELEV = 4911.58
HP STA = 12+19.06
PVI STA = 12+22.57
PVI ELEV = 4911.74
BV
C
S
:
1
1
+
6
2
.
5
7
BV
C
E
:
4
9
1
1
.
4
4
EV
C
S
:
1
2
+
8
2
.
5
7
EV
C
E
:
4
9
1
1
.
4
0
A.D. = 1.06
K = 112.99
120.0' VC
HP ELEV = 4910.62
HP STA = 17+12.04
PVI STA = 17+11.41
PVI ELEV = 4910.78
BV
C
S
:
1
6
+
5
1
.
4
1
BV
C
E
:
4
9
1
0
.
4
7
EV
C
S
:
1
7
+
7
1
.
4
1
EV
C
E
:
4
9
1
0
.
4
7
A.D. = 1.03
K = 117.06
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
49
1
0
.
9
6
49
1
0
.
5
7
49
1
0
.
7
8
49
1
0
.
9
9
49
1
1
.
1
2
49
1
1
.
2
5
49
1
1
.
3
7
49
1
1
.
4
9
49
1
1
.
5
6
49
1
1
.
5
7
49
1
1
.
5
3
49
1
1
.
4
4
49
1
1
.
3
0
49
1
1
.
1
6
49
1
1
.
0
2
49
1
0
.
8
8
49
1
0
.
7
5
49
1
0
.
6
2
49
1
0
.
5
0
49
1
0
.
3
7
49
1
0
.
2
5
49
1
0
.
1
2
49
1
0
.
0
0
49
1
0
.
1
0
49
1
0
.
2
4
49
1
0
.
3
8
49
1
0
.
5
2
49
1
0
.
6
0
49
1
0
.
6
2
49
1
0
.
5
8
49
1
0
.
4
9
48" RCP STORM
STA.=17+78.43
INV.=4901.88
INLET O2
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R6
PL
A
N
&
P
R
O
F
I
L
E
ST
R
E
E
T
D
90
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
CENTERLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
LIN
E
MA
T
C
H
ST
A18
+
0
0
R6
R7
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
0
0
R7
RIGHT FLOWLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
FU
T
U
R
E
5
0
'
F
L
-
F
L
FU
T
U
R
E
77
'
R
O
W
FUTURE
STORM DRAIN
FUTURE
STORM DRAIN
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
R20
'
TRACT B
FUTURE
DEVELOPMENT
STA. = 18+25.67
(STREET D)
STA. = 9+90.16
(STREET E)
TRACT C
FUTURE
DEVELOPMENT
STREET E
SEE SHEET R9
6' CROSS PAN
DEAD END BARRICADE
R20
'
"STOP"
SIGN
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
R20'
R20'
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
-0.82%
PV
I
S
T
A
=
1
8
+
6
6
.
7
5
PV
I
E
L
E
V
=
4
9
1
0
.
1
9
-0.82%
0.53%
PV
I
S
T
A
=
1
8
+
6
6
.
7
5
PV
I
E
L
E
V
=
4
9
1
0
.
1
9
PV
I
S
T
A
=
2
3
+
9
8
.
6
1
PV
I
E
L
E
V
=
4
9
1
1
.
7
8
120.0' VC
LOW PT ELEV = 4909.64
LOW PT STA = 19+70.65
PVI STA = 19+57.76
PVI ELEV = 4909.45
BV
C
S
:
1
8
+
9
7
.
7
6
BV
C
E
:
4
9
0
9
.
9
4
EV
C
S
:
2
0
+
1
7
.
7
6
EV
C
E
:
4
9
0
9
.
7
6
A.D. = 1.35
K = 88.89
-0.82%
0.53%
PV
I
S
T
A
=
1
8
+
6
6
.
7
5
PV
I
E
L
E
V
=
4
9
1
0
.
1
9
PV
I
S
T
A
=
2
3
+
9
8
.
6
1
PV
I
E
L
E
V
=
4
9
1
1
.
7
8
120.0' VC
LOW PT ELEV = 4909.64
LOW PT STA = 19+70.65
PVI STA = 19+57.76
PVI ELEV = 4909.45
BV
C
S
:
1
8
+
9
7
.
7
6
BV
C
E
:
4
9
0
9
.
9
4
EV
C
S
:
2
0
+
1
7
.
7
6
EV
C
E
:
4
9
0
9
.
7
6
A.D. = 1.35
K = 88.89
FUTURE
GRADE
EXISTING
GROUND
49
1
0
.
5
4
49
1
0
.
3
3
49
1
0
.
1
3
49
0
9
.
9
2
49
0
9
.
7
6
49
0
9
.
6
6
49
0
9
.
6
4
49
0
9
.
6
9
49
0
9
.
8
0
49
0
9
.
9
4
49
1
0
.
0
7
49
1
0
.
2
0
49
1
0
.
3
3
49
1
0
.
4
7
49
1
0
.
6
0
49
1
0
.
7
3
49
1
0
.
8
6
49
1
1
.
0
0
49
1
1
.
1
3
49
1
1
.
2
6
49
1
1
.
3
9
49
1
1
.
5
3
49
1
1
.
6
6
FUTURE
GRADE
EXISTING
GROUND
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
49
0
9
.
8
3
49
0
9
.
5
9
49
0
9
.
8
7
49
0
9
.
6
2
-0.97%
PV
I
S
T
A
=
1
8
+
5
6
.
0
1
PV
I
E
L
E
V
=
4
9
0
9
.
5
7
-0.95%
-0.95%
PV
I
S
T
A
=
1
8
+
7
5
.
0
0
PV
I
E
L
E
V
=
4
9
0
9
.
5
9
PV
I
S
T
A
=
1
8
+
7
7
.
9
9
PV
I
E
L
E
V
=
4
9
0
9
.
5
7
PROPOSED
GRADE (TYP.)
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FU
T
U
R
E
77
'
R
O
W
FU
T
U
R
E
5
0
'
F
L
-
F
L
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
TRACT B
FUTURE
DEVELOPMENT
TRACT C
FUTURE
DEVELOPMENT
30' WATERLINE EASEMENT
TO EAST LARIMER COUNTY
WATER DISTRICT
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R7
PL
A
N
&
P
R
O
F
I
L
E
ST
R
E
E
T
D
91
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
CENTERLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
LI
N
E
MA
T
C
H
ST
A
18
+
0
0
LI
N
E
MA
T
C
H
ST
A
22
+
5
0
LI
N
E
MA
T
C
H
ST
A
22
+
5
0
R6
R7
RIGHT FLOWLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
18
+
0
0
R6
FU
T
U
R
E
3
6
'
F
L
-
F
L
FU
T
U
R
E
63
'
R
O
W
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
TRACT B
FUTURE
DEVELOPMENT
STREET E
EXISTING GRAVEL
FARM ROAD
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
4+00 5+00 6+00 7+00 8+00 8+50
49
1
1
.
8
0
49
1
1
.
6
8
49
1
1
.
5
5
49
1
1
.
4
3
49
1
1
.
3
0
49
1
1
.
2
2
49
1
1
.
2
0
49
1
1
.
2
2
49
1
1
.
3
0
49
1
1
.
4
2
49
1
1
.
5
4
49
1
1
.
6
1
49
1
1
.
6
3
49
1
1
.
6
0
49
1
1
.
5
2
49
1
1
.
4
0
-0.50%0.50%-0.50%
PV
I
S
T
A
=
4
+
3
0
.
1
6
PV
I
E
L
E
V
=
4
9
1
1
.
9
0
120.0' VC
HP ELEV = 4911.63
HP STA = 7+48.05
PVI STA = 7+48.05
PVI ELEV = 4911.78
BV
C
S
:
6
+
8
8
.
0
5
BV
C
E
:
4
9
1
1
.
4
8
EV
C
S
:
8
+
0
8
.
0
5
EV
C
E
:
4
9
1
1
.
4
8
A.D. = 1.00
K = 120.00
BV
C
S
:
8
+
4
0
.
0
7
BV
C
E
:
4
9
1
1
.
3
2
120.0' VC
LOW PT ELEV = 4911.20
LOW PT STA = 6+00.84
PVI STA = 6+00.84
PVI ELEV = 4911.05
BV
C
S
:
5
+
4
0
.
8
4
BV
C
E
:
4
9
1
1
.
3
5
EV
C
S
:
6
+
6
0
.
8
4
EV
C
E
:
4
9
1
1
.
3
5
A.D. = 1.00
K = 120.00
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
4+00 5+00 6+00 7+00 8+00 8+50
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
4+00 5+00 6+00 7+00 8+00 8+50
49
1
1
.
3
4
49
1
1
.
2
1
49
1
1
.
0
9
49
1
0
.
9
6
49
1
0
.
8
4
49
1
0
.
7
1
49
1
0
.
5
9
49
1
0
.
5
8
49
1
0
.
7
0
49
1
0
.
8
3
49
1
0
.
9
5
49
1
1
.
0
7
49
1
1
.
1
4
49
1
1
.
1
3
49
1
1
.
0
6
49
1
0
.
9
3
49
1
0
.
8
1
-0.50%0.50%-0.50%
PV
I
S
T
A
=
4
+
2
3
.
6
5
PV
I
E
L
E
V
=
4
9
1
1
.
3
5
PV
I
S
T
A
=
5
+
8
8
.
5
2
PV
I
E
L
E
V
=
4
9
1
0
.
5
2
90.0' VC
HP ELEV = 4911.14
HP STA = 7+35.59
PVI STA = 7+35.59
PVI ELEV = 4911.26
BV
C
S
:
6
+
9
0
.
5
9
BV
C
E
:
4
9
1
1
.
0
3
EV
C
S
:
7
+
8
0
.
5
9
EV
C
E
:
4
9
1
1
.
0
3
A.D. = 1.00
K = 90.00
BV
C
S
:
8
+
2
8
.
2
2
BV
C
E
:
4
9
1
0
.
7
9
49
1
1
.
2
8
49
1
1
.
1
5
49
1
1
.
0
3
49
1
0
.
9
0
49
1
0
.
7
8
49
1
0
.
6
5
49
1
0
.
5
3
49
1
0
.
6
4
49
1
0
.
7
7
49
1
0
.
8
9
49
1
1
.
0
2
49
1
1
.
1
1
49
1
1
.
1
4
49
1
1
.
1
0
49
1
1
.
0
0
49
1
0
.
8
7
-0.50%0.50%-0.50%
PV
I
S
T
A
=
4
+
3
6
.
2
9
PV
I
E
L
E
V
=
4
9
1
1
.
3
5
PV
I
S
T
A
=
6
+
0
1
.
1
6
PV
I
E
L
E
V
=
4
9
1
0
.
5
2
90.0' VC
HP ELEV = 4911.14
HP STA = 7+48.23
PVI STA = 7+48.23
PVI ELEV = 4911.26
BV
C
S
:
7
+
0
3
.
2
3
BV
C
E
:
4
9
1
1
.
0
3
EV
C
S
:
7
+
9
3
.
2
3
EV
C
E
:
4
9
1
1
.
0
3
A.D. = 1.00
K = 90.00
BV
C
S
:
8
+
2
4
.
6
3
BV
C
E
:
4
9
1
0
.
8
7
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
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s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
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e
r
v
i
c
e
pr
o
v
i
d
e
d
b
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r
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u
p
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.
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d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
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s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
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o
f
E
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r
o
u
p
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c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R8
PL
A
N
&
P
R
O
F
I
L
E
ST
R
E
E
T
E
92
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NORTH
R8
R9
LI
N
E
MA
T
C
H
ST
A
8+
5
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
8+
5
0
R6
RIGHT FLOWLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
X
X
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
UD
UD
UD
UD
UD
STA. = 9+90.16
(STREET E)
STA. = 18+25.67
(STREET D)
69
'
R
O
W
42
'
F
L
-
F
L
VERTICAL
CURB & GUTTER
FRONTA
G
E
ROAD
FRO
N
T
A
G
E
ROA
D
STREET E
STRE
E
T
D
SEE S
H
E
E
T
R6
STREET D
SEE SHEET R7
R20'
R20'
PROPOSED
DRAINAGE
EASEMENT
BRIDGE DESIGN
BY OTHERS
PROPOSED DRAINAGE EASEMENT
30' PEDESTRIAN ACCESS &
TRAIL EASEMENT
DETENTION
POND C
5'SIDEWALK
5 'S IDE W A L K
6' CROSS PAN
30' PEDESTRIAN ACCESS &
TRAIL EASEMENT
7' SIDEWALK
7' SIDEWALK
DEAD END
BARRICADE
VERTICAL
CURB & GUTTER
TRACT B
FUTURE
DEVELOPMENT
TRACT K
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DE
TRACT E
OPEN SPACE
DE
TRACT F
FUTURE
DEVELOPMENT
35' SANITARY SEWER
& NON-POTABLE
WATER EASEMENT
30' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
R20''
R20''
EXISTING TOP OF BANK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
EX. 20' SANITARY SEWER
EASEMENT TO BOXELDER
SANITATION DISTRICT
REC. NO. 87032253
TRACT C
FUTURE
DEVELOPMENT
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
EXISTING
GROUNDPROPOSED
GRADE (TYP.)
PV
I
S
T
A
=
9
+
4
4
.
1
6
PV
I
E
L
E
V
=
4
9
1
0
.
3
1
PV
I
S
T
A
=
9
+
6
4
.
1
4
PV
I
E
L
E
V
=
4
9
1
0
.
0
1
PV
I
S
T
A
=
9
+
9
0
.
1
6
PV
I
E
L
E
V
=
4
9
1
0
.
5
3
PV
I
S
T
A
=
1
0
+
1
4
.
0
3
PV
I
E
L
E
V
=
4
9
0
9
.
9
8
PV
I
S
T
A
=
1
4
+
0
8
.
8
0
PV
I
E
L
E
V
=
4
9
1
2
.
6
2
PV
I
S
T
A
=
1
2
+
7
0
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
5
5
PV
I
S
T
A
=
1
2
+
9
5
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
9
3
PV
I
S
T
A
=
1
3
+
2
0
.
8
0
PV
I
E
L
E
V
=
4
9
1
2
.
1
8
PV
I
S
T
A
=
1
3
+
3
4
.
8
0
PV
I
E
L
E
V
=
4
9
1
2
.
2
5
160.0' VC
LP ELEV = 4909.57
LP STA = 11+06.66
PVI STA = 11+51.46
PVI ELEV = 4909.23
BC
V
S
:
1
0
+
7
1
.
4
6
BV
C
E
:
4
9
0
9
.
6
7
EC
V
S
:
1
2
+
3
1
.
4
6
EV
C
E
:
4
9
1
0
.
7
9
A.D. = 2.50
K = 64.00
90.0' VC
PVI STA = 8+85.07
PVI ELEV = 4911.10
EV
C
S
:
9
+
3
0
.
0
7
EV
C
E
:
4
9
1
0
.
5
0
A.D. = 0.84
K = 107.69
90.0' VC
PVI STA = 8+85.07
PVI ELEV = 4911.10
EV
C
S
:
9
+
3
0
.
0
7
EV
C
E
:
4
9
1
0
.
5
0
A.D. = 0.84
K = 107.69
FUTURE
GRADE
BRIDGE
DESIGN BY OTHERS
SEE ROUNDABOUT
DESIGN PER AYRES
PROPOSED
ELEV. (TYP.)
EXISTING
GROUND
-0.55%
-1.34%1.96%-2.30%
0.50%
1.95%
1.50%1.00%0.54%
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
-2.33%-0.54%2.11%1.92%
-0.50%
0.50%
0.50%
-2.00%
-1.50%-1.00%
1.50%
1.00%1.50%1.91%
5.77%
1.00%
1.00%
PV
I
S
T
A
=
9
+
3
7
.
9
0
PV
I
E
L
E
V
=
4
9
1
0
.
2
5
PV
I
S
T
A
=
1
0
+
0
7
.
9
0
PV
I
E
L
E
V
=
4
9
1
0
.
1
3
PV
I
S
T
A
=
9
+
5
7
.
4
5
PV
I
E
L
E
V
=
4
9
1
0
.
1
4
PV
I
S
T
A
=
9
+
8
3
.
4
8
PV
I
E
L
E
V
=
4
9
1
0
.
7
0
PV
I
S
T
A
=
1
2
+
7
0
.
8
0
PV
I
E
L
E
V
=
4
9
1
0
.
9
6
PV
I
S
T
A
=
1
1
+
0
4
.
2
9
PV
I
E
L
E
V
=
4
9
0
8
.
9
2
PV
I
S
T
A
=
1
4
+
0
8
.
8
0
PV
I
E
L
E
V
=
4
9
1
2
.
1
1
PV
I
S
T
A
=
1
1
+
6
2
.
1
4
PV
I
E
L
E
V
=
4
9
0
9
.
2
1
PV
I
S
T
A
=
1
0
+
3
2
.
9
0
PV
I
E
L
E
V
=
4
9
0
9
.
6
3
PV
I
S
T
A
=
1
0
+
5
7
.
9
0
PV
I
E
L
E
V
=
4
9
0
9
.
2
6
PV
I
S
T
A
=
1
0
+
7
9
.
2
9
PV
I
E
L
E
V
=
4
9
0
9
.
0
4
PV
I
S
T
A
=
1
2
+
9
5
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
3
4
PV
I
S
T
A
=
1
1
+
8
7
.
1
4
PV
I
E
L
E
V
=
4
9
0
9
.
4
6
PV
I
S
T
A
=
1
2
+
1
2
.
1
4
PV
I
E
L
E
V
=
4
9
0
9
.
8
4
PV
I
S
T
A
=
1
2
+
3
0
.
7
7
PV
I
E
L
E
V
=
4
9
1
0
.
1
9
PV
I
S
T
A
=
1
3
+
3
2
.
4
6
PV
I
E
L
E
V
=
4
9
1
1
.
7
3
PV
I
S
T
A
=
1
3
+
2
0
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
5
9
PV
I
S
T
A
=
1
3
+
3
1
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
7
0
-0.50%
PV
I
S
T
A
=
9
+
5
7
.
4
5
PV
I
E
L
E
V
=
4
9
1
0
.
1
4
90.0' VC
PVI STA = 8+73.22
PVI ELEV = 4910.57
EV
C
S
:
9
+
1
8
.
2
2
EV
C
E
:
4
9
1
0
.
3
4
A.D. = 0.00
K = 31188.19
-2.29%
0.50%
-0.50%
-0.90%1.84%
-1.00%
1.99%
1.98%
1.50%
-1.50%
0.50%1.00%1.50%
5.83%
1.00%
1.00%
PV
I
S
T
A
=
9
+
5
0
.
0
7
PV
I
E
L
E
V
=
4
9
1
0
.
0
4
PV
I
S
T
A
=
1
0
+
1
9
.
3
8
PV
I
E
L
E
V
=
4
9
0
9
.
8
2
PV
I
S
T
A
=
1
4
+
0
8
.
8
0
PV
I
E
L
E
V
=
4
9
1
2
.
1
1
PV
I
S
T
A
=
1
1
+
1
0
.
4
1
PV
I
E
L
E
V
=
4
9
0
8
.
9
2
PV
I
S
T
A
=
9
+
6
9
.
9
1
PV
I
E
L
E
V
=
4
9
0
9
.
8
6
PV
I
S
T
A
=
9
+
9
6
.
1
0
PV
I
E
L
E
V
=
4
9
1
0
.
3
6
PV
I
S
T
A
=
1
0
+
7
6
.
6
8
PV
I
E
L
E
V
=
4
9
0
9
.
0
9
PV
I
S
T
A
=
1
2
+
3
2
.
1
5
PV
I
E
L
E
V
=
4
9
1
0
.
1
9
PV
I
S
T
A
=
1
2
+
7
0
.
8
0
PV
I
E
L
E
V
=
4
9
1
0
.
9
6
PV
I
S
T
A
=
1
2
+
9
5
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
3
4
PV
I
S
T
A
=
1
0
+
5
1
.
6
8
PV
I
E
L
E
V
=
4
9
0
9
.
3
4
PV
I
S
T
A
=
1
1
+
6
2
.
7
7
PV
I
E
L
E
V
=
4
9
0
9
.
1
8
PV
I
S
T
A
=
1
1
+
8
7
.
7
7
PV
I
E
L
E
V
=
4
9
0
9
.
4
3
PV
I
S
T
A
=
1
2
+
1
2
.
7
7
PV
I
E
L
E
V
=
4
9
0
9
.
8
1
PV
I
S
T
A
=
1
3
+
3
2
.
4
5
PV
I
E
L
E
V
=
4
9
1
1
.
7
3
PV
I
S
T
A
=
1
3
+
2
0
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
5
9
PV
I
S
T
A
=
1
3
+
3
1
.
8
0
PV
I
E
L
E
V
=
4
9
1
1
.
7
0
-0.84%
PV
I
S
T
A
=
9
+
6
9
.
9
1
PV
I
E
L
E
V
=
4
9
0
9
.
8
6
120.0' VC
PVI STA = 8+84.63
PVI ELEV = 4910.57
EV
C
S
:
9
+
4
4
.
6
3
EV
C
E
:
4
9
1
0
.
0
7
A.D. = 0.34
K = 353.19
EXISTING
GROUNDPROPOSED
GRADE (TYP.)
PROPOSED
ELEV. (TYP.)
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE (TYP.)
PROPOSED
ELEV. (TYP.)
EXISTING
GROUND
BRIDGE DESIGN
BY OTHERS
BRIDGE
DESIGN BY OTHERS
3' CURB TRANSITION
FROM VERTICAL CURB TO
NO PAN ON BRIDGE DECK
43.6"
3' CURB TRANSITION
FROM VERTICAL CURB TO
NO PAN ON BRIDGE DECK
43.6"
70'' CLEAR SPAN
70'' CLEAR SPAN
49
1
0
.
3
2
49
0
8
.
9
4
49
1
1
.
3
8
49
1
2
.
0
7
49
1
0
.
1
8
49
1
0
.
5
2
49
0
9
.
7
9
49
0
9
.
3
8
49
0
9
.
0
9
49
0
9
.
0
2
49
0
9
.
1
5
49
0
9
.
3
4
49
1
0
.
0
8
49
1
0
.
5
6
49
1
1
.
0
2
49
1
1
.
6
3
49
1
1
.
8
2
49
1
1
.
9
5
49
1
0
.
2
3
49
1
0
.
2
3
49
1
0
.
3
1
49
0
9
.
9
2
49
0
9
.
7
9
49
0
9
.
6
5
49
0
9
.
5
7
49
0
9
.
6
0
49
0
9
.
7
2
49
0
9
.
9
4
49
1
0
.
2
5
49
1
0
.
6
6
49
1
1
.
1
5
49
1
1
.
6
2
49
1
1
.
9
7
49
1
2
.
2
0
49
1
2
.
3
3
49
1
2
.
4
6
49
1
2
.
5
8
49
0
9
.
9
7
49
1
0
.
2
7
49
0
9
.
7
4
49
0
9
.
3
6
49
0
9
.
1
1
49
0
8
.
9
7
49
0
8
.
9
9
49
0
9
.
1
2
49
0
9
.
3
1
49
0
9
.
6
2
49
1
0
.
0
5
49
1
0
.
5
5
49
1
1
.
0
2
49
1
1
.
3
8
49
1
1
.
6
3
49
1
1
.
8
2
49
1
1
.
9
5
49
1
2
.
0
7
15" RCP STORM
STA.=14+45.20
INV.=4906.97
INLET N3
INLET N2
48" RCP
STA.=9+90.27
INV.=4901.81
48" RCP
STA.=11+94.69
INV.=4901.29
Sheet
GA
T
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W
A
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V
I
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T
of 168
AR
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A
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2
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8
R9
PL
A
N
&
P
R
O
F
I
L
E
ST
R
E
E
T
E
93
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NORTH
R8
R9LI
N
E
MA
T
C
H
ST
A
8+
5
0
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
8+
5
0
R5
70'' CLEAR SPAN
RIGHT FLOWLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
STORM DRAIN LINE E
SEE SHEET ST4
STORM DRAIN LINE N
SEE SHEET ST7
STORM DRAIN LINE K
SEE SHEET ST6
STORM DRAIN LINE M
SEE SHEET ST7
X
X
X
X
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
T
X X X
X /
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
CONTROL
IRR
XX
X
X
XX
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
ST
R
E
E
T
B
5'
S
I
D
E
W
A
L
K
11' TURN LANE
7' BIKE LANE
12' TRAVEL LANE
±12' TRAVEL LANE
TRACT J
OPEN SPACE
DE
63' ROW
36'
FL-FL
PROSPECT ROAD
TEMPORARY CURB & GUTTER
30" VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
8' SIDEWALK
TEMPORARY
SPLITTER ISLAND EXISTING
BOX CUVLERTS
EXISTING
STRIPING
EXISTING
EOP
11' TRAVEL LANE
7.5' BIKE LANE
±12' TRAVEL LANE
ROW
(WIDTH VARIES)
±6' SHOULDER
EXISTING 8' SIDEWALK
TYPE III BARRICADE
±70'
FL-EOP
PROPOSED
DRIVEWAY
EXISTING
DRIVEWAY
DOUBLE ARROW SIGN
W12-1 w/ REFLECTIVE PLAQUE
DOUBLE ARROW SIGN
W12-1 w/ REFLECTIVE PLAQUE
"YIELD" SIGN
R1-2
±37'
EOP-EOP
12' TURN
LANEEXISTING
CROWN
TYPE III BARRICADE
EXISTING 8' SIDEWALK
SAWCUT
LINE
BB
34
7
1
1
4
3
6
REST AREA
ACCESS ROAD
A
A7
17
6
M3 11' TRAVEL LANE
LANE ENDS SIGN
W4-2
"BEGIN RIDGE TURN LANE
YIELD TO BIKES" SIGN
R4-4
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU OHU OHU OHU OHU
OHU
OHU
OHU
X
X
X
XXXXXX
XXX
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
ELEC
ELEC
XX
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
T ST S/ / / / / / / // / / / / / / // / / / / / / /
PROSPECT ROAD
FR
O
N
T
A
G
E
RO
A
D
30" VERTICAL
CURB & GUTTER
8' SIDEWALK
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
±80'
FL-EOP
12' TURN LANE
11' TRAVEL LANE
±12' TRAVEL LANE
±6' SHOULDER
12' TRAVEL LANE
12' TURN LANE
±12' TRAVEL LANE
±6' SHOULDER
EXISTING
TRAFFIC SIGNAL
EXISTING
TRAFFIC SIGNAL
PROPOSED
TRAFFIC SIGNAL
PROPOSED
TRAFFIC SIGNAL
7' BIKE LANE
ROW
(WIDTH VARIES)
±12' TRAVEL LANE
"YIELD" SIGN
R1-2
DOUBLE ARROW SIGN
W12-1 w/ REFLECTIVE PLAQUE
"YIELD" SIGN
R1-2
±88'
FL-EOP
EXISTING
EOP
EXISTING
STRIPING (TYP.)
EXISTING
EOP
EXISTING
STRIPING (TYP.)
DOUBLE ARROW SIGN
W12-1 w/ REFLECTIVE PLAQUE
12' TURN
LANE
EXISTING
CROWN
TYPE III BARRICADE
EXISTING
BOX CUVLERTS
EXISTING 8' SIDEWALK
EXISTING 8' SIDEWALK
B
G
B
G
AA
A
SAWCUT
LINE6
4
1
4 1
7
J
J
J
J
K
K
K
7
A
H
HB
M G
H
A
9 BIKE LANE
A
PROPOSED
EOP
11' TRAVEL LANE
12
12
4
LANE ENDS SIGN
W4-2
G
G
11' TRAVEL LANE
H
/
/
/
/
/
/
/
/
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU OHU OHU
XXXXXXX
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
GUARDRAIL
EXISTING
CURB & GUTTER
EXISTING
CURB & GUTTER
I-
2
5
O
F
F
-
R
A
M
P
I-
2
5
O
N
-
R
A
M
P
PROSPECT ROAD
EXISTING 6' SIDEWALK
EXISTING 6' SIDEWALK
12' TURN LANE
6' BIKE LANE w/ BUFFER
12' TURN LANE
±12' TRAVEL LANE
±125'
FL-FL
EXISTING
EOP EXISTING
STRIPING (TYP.)
SAWCUT LINE
3
BEGIN RIGHT TURN LANE
YIELD TO BIKES R4-4
6
4
1
7
12' TRAVEL LANE
4
A
A
H
HB
B
12
12
7
11' TRAVEL LANE
Sheet
GA
T
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W
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RE
V
I
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S
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T
of 168
AR
I
Z
O
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A
|
C
O
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O
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A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
R10
IN
T
E
R
I
M
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
L
A
N
PR
O
S
P
E
C
T
R
O
A
D
94
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'3'3'3'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY URBAN AREA STREET STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD.
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND:STRIPING NOTES:
3'3'3'3'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
LEGEND:
###STREET SUF
P0TS
A
SIGNAGE LEGEND:
B
PROPOSED CURB & GUTTER
ST
A
LI
N
E
MA
T
C
H
16
+
5
0
ST
A
LI
N
E
MA
T
C
H
23
+
5
0
ST
A
LI
N
E
MA
T
C
H
16
+
5
0
ST
A
LI
N
E
MA
T
C
H
23
+
5
0
X
X
X
X
X
X X X
X
CONTROL
IRR
XX
X
X
XX
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
ST
R
E
E
T
B
5'
S
I
D
E
W
A
L
K
TRACT J
OPEN SPACE
DE
63' ROW
36'
FL-FL
5'
S
I
D
E
W
A
L
K
12' TURN LANE
6.5' BIKE LANE
8' SIDEWALK
11' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
15' TURN LANE
PROSPECT ROAD
30" VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
8' SIDEWALK
EXISTING
BOX CUVLERTS
ROW
(WIDTH VARIES)
EXISTING 8' SIDEWALK
EXISTING 8' SIDEWALK10' SIDEWALK
41.5'
FL-FL
8' SIDEWALK
GUARDRAIL
24'
FL-FL
REST AREA
ACCESS ROAD
7.5' BIKE LANE
11' TURN LANE
A
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
MEDIAN CURB
12
12 1
1
4
1
4
6
3
4
7
3
"BEGIN RIDGE TURN LANE
YIELD TO BIKES" SIGN
R4-4
OHU OHU OHU OHU OHU
OHU
OHU
OHU
X
X
X
XXXXXX
XXX
XX
T ST S
PROSPECT ROAD
FR
O
N
T
A
G
E
RO
A
D
30" VERTICAL
CURB & GUTTER
8' SIDEWALK
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
EXISTING
TRAFFIC SIGNAL
EXISTING
TRAFFIC SIGNAL
PROPOSED
TRAFFIC SIGNAL
PROPOSED
TRAFFIC SIGNAL
ROW
(WIDTH VARIES)
"YIELD" SIGN
R1-2
DOUBLE ARROW SIGN
W12-1 w/ REFLECTIVE PLAQUE
"YIELD" SIGN
R1-2
DOUBLE ARROW SIGN
W12-1 w/ REFLECTIVE PLAQUE
EXISTING
BOX CUVLERTS
EXISTING 8' SIDEWALK
EXISTING 8' SIDEWALK
B
B
K
K
K
9' BIKE LANE
11' TRAVEL LANE
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
8' SIDEWALK
32'
FL-FL
44'
FL-FL11' TRAVEL LANE
9' BIKE LANE
12' TURN LANE
12' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE w/ 2' BUFFER
12' TRAVEL LANE
11' TRAVEL LANE
12' TURN LANE
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
MEDIAN CURB
MEDIAN CURB
12
12
1
1
1
1
12
12
4
4
3
3
2
A 4
A
A
A
G
G
G
G
G
J
J
J
J
B
OHU OHU OHU
XXXXXXX
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
GUARDRAIL
EXISTING
CURB & GUTTER
EXISTING
CURB & GUTTER
I-
2
5
O
F
F
-
R
A
M
P
I-
2
5
O
N
-
R
A
M
P
PROSPECT ROAD
EXISTING 6' SIDEWALK
EXISTING 6' SIDEWALK
BEGIN RIGHT TURN LANE
YIELD TO BIKES R4-4
4
12' TURN LANE
6' BIKE LANE w/ 2' BUFFER
12' TRAVEL LANE
11' TRAVEL LANE
12' TURN LANE
12' TURN LANE
6' BIKE LANE w/ 2' BUF
F
E
R
12' TRAVEL LANE
12' TRAVEL LANE
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
MEDIAN CURB 12
12
1
1
4
3
4
B
Sheet
GA
T
E
W
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T
P
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S
P
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of 168
AR
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2
2
1
.
4
1
5
8
R11
FU
T
U
R
E
S
I
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
L
A
N
PR
O
S
P
E
C
T
R
O
A
D
95
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'3'3'3'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY URBAN AREA STREET STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD.
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND:STRIPING NOTES:
3'3'3'3'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
LEGEND:
###STREET SUF
P0TS
A
SIGNAGE LEGEND:
B
PROPOSED CURB & GUTTER
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
ST
A
LI
N
E
MA
T
C
H
16
+
5
0
ST
A
LI
N
E
MA
T
C
H
23
+
5
0
ST
A
LI
N
E
MA
T
C
H
23
+
5
0
ST
A
LI
N
E
MA
T
C
H
16
+
5
0
X
X
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
S
S
GAS
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
G
G
E
E
E
E
E
E
E
G
G
G
G
G
YIELD
YI
E
L
D
YIELD
YIELD
FRONTA
G
E
R
O
A
D
TRACT C
FUTURE
DEVELOPMENT
STREET
E
11' TRAVEL LAN
E
11' TRAVEL LAN
E
5' SIDEWALK
5' SIDEWALK
7' BIKE LANE
7' BIKE LANE
3' BIKE
BUFFER
3' BIKE
BUFFER
7
1
1
1
1
1
1
7
1
1
A
L
J
K
B
B
TRACT B
FUTURE
DEVELOPMENT
TRACT H
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DE TRACT K
FUTURE
DEVELOPMENT
TRACT E
OPEN SPACE
DE
TRACT F
FUTURE
DEVELOPMENT
B
B
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
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d
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a
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g
s
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in
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I
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W
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of 168
AR
I
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O
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A
|
C
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O
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A
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s
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.
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0
.
2
2
1
.
4
1
5
8
R12
SI
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
L
A
N
ST
R
E
E
T
E
96
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet0####
##
#####
R12
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
PROPOSED LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'3'3'3'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY URBAN AREA STREET STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD.
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS
SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL
FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR
ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND:STRIPING NOTES:
3'3'3'3'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
LEGEND:
###STREET SUF
P0TS
A
SIGNAGE LEGEND:
B
PROPOSED CURB & GUTTER
NORTH
TYPE III
BARRICADE
TYPE III
BARRICADE
10.7
6
10
.
6
5
11.2
2
10.7
0
10.6
4
10.3
9
10.0
8
10.0
8
10.6
1
2.1%2.3%
2.3%2.3%
0.
6
%
1.
0
%
0.
7
%
1.1%
10.8
2
TRACT B
FUTURE
DEVELOPMENT
VERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
5'
S
I
D
E
W
A
L
K
ST
R
E
E
T
B
STREET D
11.2
4
103' CROWN TRANSITION
11.0
1
2.
2
%
2.
3
%
36
'
F
L
-
F
L
63
'
R
O
W
2.3%2.3%
10.2
9
9.99
10.0
1
10.7
1
10.2
8
10.4
9
10.5
2
10.6
8
R20'
11.7
7
11.2
5
0.8%
10.8
1
1.7%
0.8%0.5%
1.1%0.5%
0.5%
R20'
10
.
2
8
10.64
0.
5
%
6' CROSSPAN
X
X
X
X
XXX 0.
5
%
10.1
5
0.
5
%
0.
5
%
0.
5
%
1.3%
1.3
%
2.3
%
2.1
%
0.9%
0.8%
0.8%
1.3%
0.9
%
0.5
%
10.35
10.87
10
.
8
5
10.35
9.9
1
9.85
9.49
9.52
10.19
9.58
9.57
10.04
10.53
10.22 10.01
9.86
TRACT B
FUTURE
DEVELOPMENT
STRE
E
T
D
ST
R
E
E
T
E
VERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
5'SIDEWALK
5'SIDEWALK
36'
FL-
F
L
50
'
F
L
-
F
L
36
'
F
L
-
F
L
63
'
R
O
W
2.0
%
0.6
%
2.2%
2.2%
9.0
5
8.9
2
9.1
3
9.09
8.92
9.12
9.71
84'
C
R
O
W
N
T
R
A
N
S
I
T
I
O
N
1.0
%
0.5
%
1.0
%
0.5
%
2.5%
2.5%
9.57
2.0
%
2.4
%
9.91
9.2
6
9.6
3
9.35
1.4
%
1.5
%
10.18
9.95
10.
1
3
9.66
1.
2
%
1.5%
1.5%
10.70
10.47
10.99
10.47
2.2
%
2.0
%
10.3610.140.8%
0.7
%
10.25
10.3
1 9.8
1
69' R
O
W
42'
FL
-
F
L
1.4%1.4%
0.5%
0.5%
0.5%
2.1
%
2.3
%
0.8%
0.8%
0.8%
0.7%
0.7%
STORM DRAIN LINE K
SEE SHEET ST6
STORM DRAIN LINE E
SEE SHEET ST4
STORM DRAIN LINE M
SEE SHEET ST6
X
X
X
X
OHU
OH
U
OH
U
OH
U
OH
U
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ /
/
/
/
/
/
/
ST
R
E
E
T
B
PROSPECT ROAD
VERTICAL
CURB & GUTTER
2.80
2.81
2.52
3.27
3.03
3.59
3.40
2.90
VERTICAL
CURB & GUTTER
0.
7
%
0.
5
%
0.
5
%
0.
5
%
(4.0
1
)
(4.0
2
)
3.20
5'
S
I
D
E
W
A
L
K
TRACT G
OPEN SPACE
36'
FL-FL
63' ROW
SAWCUT LINE
3.00
18" INFLOW
CURB & GUTTER
2.5%2.2%
STORM DRAIN LINE A
SEE SHEET ST1
R25'
R28'
2' CURB CUT
9' UTILITY EASEMENT
8' SIDEWALK
EXISTING EOP
2.54
2.37
2.26 2.54
3.61
2.75
3.4
2
(4.0
7
)
(3.9
9
)
(4.0
5
)
0.5%
1.3%
1.8%3.0%
2.
2
%
2.
2
%
2.
5
%
4.
0
%
2.
4
%
3.
1
%
0.5%
0.5
%
1.8
%
2.0
%
0.5%
0.5%
18" OUTFALL
CURB & GUTTER
(0.0%)
(0.2%)
(0.1%)
R46'
R46'
3.33
2.3%2.2%
0.
5
%
CR
O
W
N
T
R
A
N
S
I
T
I
O
N
2.81
3.00
3.20
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
OHU OHU OHU
OHU
OHU
OHU
T ST S
/ / / / /
/
/
/
/ / /
/
/
/
/
/
T ST S
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
FR
O
N
T
A
G
E
RO
A
D
30" VERTICAL
CURB & GUTTER
8' SIDE
W
A
L
K
30" VERTICAL
CURB & GUTTER
6' SIDEWALK
GUARDRAIL
PROSPECT ROAD
R60'R70'
STORM DRAIN LINE C
SEE SHEET ST2
SAWCUT LINE
EXISTING
CROWN
0.5%
1.0%
1.
0
%
18" OUTFALL
CURB & GUTTER
18" OUTFALL
CURB & GUTTER
3.16
2.95
2.87
2.75
3.22
3.26
3.58
3.91
4.
3
3
2.91
3.79
3.66 3.60
3.84
3.82 3.8
9
4.38 4.69
4.59
3.973.85
4.
3
4
3.24
3.84
2.82
(4.
8
4
)
(5.1
5
)
(5
.
3
4
)
(5.
3
9
)
(5.4
6
)
(5.4
9
)
(5.4
6
)
(5.2
3
)
(5.6
0
)
4.06
4.30
3.92
3.91
3.93
4.09
3.
7
%
3.
3
%
3.
0
%
3.
0
%
2.
4
%
2.
3
%
1.
6
%
2.
6
%
2.5
%
1.9
%
1.4%
0.8
%
0.5
%
0.5
%
2.0%
1.9%
4.01
1.8%
2.2%
1.9%1.8%
0.9%
0.7%
1.5
%
1.6%
2.2%
0.7%1.3%
0.
5
%
0.
5
%
1.
0
%
0.6%
0.5%
0.5%
4' CURB
CUT
CONCRETE SIDEWALK
CULVERT PER CITY OF
FORT COLLINS DETAIL D-12B
2.1%
0.
7
%
0.
5
%
0.
6
%
5'
S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
R100'
SAWCUT LINE
(0.9%)
(0.1%)
(0.5%)(0.7%)
(0.2%)
R80'
R90'
R300'
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
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C
T
Th
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i
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s
a
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in
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pr
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of 168
AR
I
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97
0
.
2
2
1
.
4
1
5
8
INT1
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
97
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
INTERSECTION DETAILA
A
INTERSECTION DETAILB
B
INTERSECTION DETAILC
C
INTERSECTION DETAILD
D
X
X
X
X
X
X
OH
E
OH
U
OHU OHU OHU OHU
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
T
X X X
X
OHU OHU OHU OHU OHU OHU OHU OHU
OH
U
OH
U
/
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
CONTROL
IRR
SD
SD
SD
SD
SD
SD
X
X
X
OHU
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
OWNER:
CULBERT SON
DAVID M
OWNER:
WHITE
WESLEY R
ANGELA M
OWNER:
BADE
CARLA M
R25'
R28'
TRACT H
FUTURE
DEVELOPMENT
41.5'
FL-FL
10
+
5
0
11
+
0
0
11
+
5
0
12
+
0
0
12
+
5
0
13
+
0
0
13
+
5
0
14
+
0
0
14
+
5
0
15
+
0
0
PROSPECT ROAD
ST
R
E
E
T
B
STORM DRAIN A
SEE SHEET ST1
SAWCUT LINE
TEMPORARY CURB & GUTTER
2' CURB CUT
30" VERTICAL
CURB & GUTTER
TEMPORARY
SPLITTER ISLAND
FUTURE 30" VERTICAL
CURB & GUTTER
EXISTING EOP
FUTURE 30" VERTICAL
CURB & GUTTER FUTURE
STORM INLET
EXISTING
BOX CUVLERTSFUTURE
MEDIAN
EXISTING EOP
EXISTING EOPEXISTING
CROWN
FUTURE
CENTERLINE
EXISTING
CROWN
FUTURE
CENTERLINE
DETENTION POND E
8' SIDEWALK
FUTURE 8' SIDEWALK
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
10+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
11+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
11+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
12+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
12+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
13+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
13+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
14+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
14+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FUTURE
PROSPECT ROAD
EXISTING
GROUND
PROPOSED
GRADE
EXISTING BRIDGE
SIDEWALK
EXISTING
BOX CULVERT
EXISTING BRIDGE
SIDEWALK
EXISTING
BOX CULVERT
-2.21%
-3.84%
-3.45%
-2.82%
-2.54%
2.49%
2.39%
2.25%
1.88%
1.57%
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
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c
e
pr
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v
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e
d
b
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P
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un
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P
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of 168
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s
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c
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c
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97
0
.
2
2
1
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1
5
8
XS1
CR
O
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S
S
E
C
T
I
O
N
S
PR
O
S
P
E
C
T
R
O
A
D
98
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
XS1 XS2 XS3 XS4
6. FUTURE GROUND ELEVATIONS BASED ON PARTIAL DESIGN AND SHOULD NOT BE
CONSIDERED FINAL AND SHALL NOT BE USED FOR CONSTRUCTION.
PROSPECT ROAD
CROSS SECTIONS
W
W
W
W
W
X
X
X
X
X
X X
X
X
X
XXX
X
X
X
OH
E
X
CONTROL
CONTROL
IRR
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
XX
X
X
XXX
X
OHU OHU OHU OHU OHU
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
TRACT K
FUTURE
DEVELOPMENT
32'
FL-FL
14
+
5
0
15
+
0
0
15
+
5
0
16
+
0
0
16
+
5
0
17
+
0
0
17
+
5
0
18
+
0
0
18
+
5
0
19
+
0
0
19
+
5
0
REST AREA
ACCESS ROAD
EXISTING
BOX CULVERTS
FUTURE
STORM DRAIN
EXISTING EOP
EXISTING
GREELEY
WATER LINE
FUTURE 30" VERTICAL
CURB & GUTTER
EXISTING EOP
30" VERTICAL
CURB & GUTTER
2' SIDEWALK
CUVLERT
STORM DRAIN C
SEE SHEET ST2
EXISTING EOP
EXISTING EOP
EXISTING
CROWN
EXISTING
CROWN
FUTURE
MEDIAN
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE
CENTERLINE
FUTURE 8' SIDEWALK
8' SIDEWALK
EXISTING EOP
PROSPECT ROAD
FUTURE 8' SIDEWALK
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
15+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
15+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
16+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
16+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
17+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
17+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
18+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
18+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
19+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FUTURE
PROSPECT ROAD
EXISTING
GROUND
PROPOSED
GROUND
EXISTING BRIDGE
SIDEWALK
EXISTING
BOX CULVERT
1.52%
1.54%
1.54%
1.54%
1.54%
1.09%
1.50%
2.17%
3.16%
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
XS2
CR
O
S
S
S
E
C
T
I
O
N
S
PR
O
S
P
E
C
T
R
O
A
D
99
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
XS1 XS2 XS3 XS4
6. FUTURE GROUND ELEVATIONS BASED ON PARTIAL DESIGN AND SHOULD NOT BE
CONSIDERED FINAL AND SHALL NOT BE USED FOR CONSTRUCTION.
PROSPECT ROAD
CROSS SECTIONS
XXXXX
X
X
XX
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
ELEC
ELEC
T
FE S FE SST
/ / / / / / / // / / / / / / /
OHU
OHU
/ /
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU OHU OHU OHU OHU OHUOHU
OHU
UD UD
UD UD UD
UD
UD
UD UD UD
UD
R60'R70'19
+
5
0
20
+
0
0
20
+
5
0
21
+
0
0
21
+
5
0
22
+
0
0
22
+
5
0
23
+
0
0
23
+
5
0
24
+
0
0
FR
O
N
T
A
G
E
RO
A
D
PROSPECT ROAD
30" VERTICAL
CURB & GUTTER
GUARDRAIL
EXISTING EOP
SAWCUT LINE
FUTURE
MEDIAN
FUTURE
MEDIAN
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE
CENTERLINE
EXISTING CULVERT
6' SIDEWALK
STORM DRAIN C
SEE SHEET ST2
SAWCUT LINE
EXISTING
CROWN
FRONTAGE ROAD
STORM DRAIN C6
SEE SHEET ST2
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
19+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
20+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
20+50
4898
4900
4904
4908
4912
4898
4900
4904
4908
4912
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
21+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
21+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
22+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
22+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
23+00
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
23+50
4894
4896
4900
4904
4908
4894
4896
4900
4904
4908
0 20 40 600-20-40-60-80
FUTURE
PROSPECT ROAD
EXISTING
GROUND
PROPOSED
GRADE
3.60%
-3.31%
-2.79%
-2.39%
-2.36%
-2.68%
-2.62%
-2.44%
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
XS3
CR
O
S
S
S
E
C
T
I
O
N
S
PR
O
S
P
E
C
T
R
O
A
D
100
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
XS1 XS2 XS3 XS4
6. FUTURE GROUND ELEVATIONS BASED ON PARTIAL DESIGN AND SHOULD NOT BE
CONSIDERED FINAL AND SHALL NOT BE USED FOR CONSTRUCTION.
PROSPECT ROAD
CROSS SECTIONS
FO
XXXX
F.O.
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X X X X X X X X
OHU OHU OHU
OHU OHU
OHU
OHU OHU
OH
U
UD UD TRACT F
FUTURE
DEVELOPMENT
24
+
0
0
24
+
5
0
25
+
0
0
25
+
5
0
26
+
0
0
26
+
5
0
I-
2
5
O
N
-
R
A
M
P
PROSPECT ROAD
30" VERTICAL
CURB & GUTTER
GUARDRAIL
CONNECT TO
EXISTING
CURB & GUTTER
EXISTING
STORM DRAIN
SAWCUT LINE
APPROXIMATE
EXISTING EOP
EXISTING
CURB & GUTTER
EXISTING
STORM DRAIN
EXISTING
CURB & GUTTER
FUTURE
CENTERLINE
6' SIDEWALK EXISTING 6' SIDEWALK
EXISTING 6' SIDEWALK
FUTURE 30" VERTICAL
CURB & GUTTER
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
24+00
4898
4900
4904
4908
4912
4898
4900
4904
4908
4912
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
24+50
4900
4904
4908
4912
4900
4904
4908
4912
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
25+00
4900
4904
4908
4912
4900
4904
4908
4912
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
25+50
4902
4904
4908
4912
4916
4902
4904
4908
4912
4916
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
26+00
4902
4904
4908
4912
4916
4902
4904
4908
4912
4916
0 20 40 600-20-40-60-80
FU
T
U
R
E
C
E
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
26+50
4902
4904
4908
4912
4916
4902
4904
4908
4912
4916
0 20 40 600-20-40-60-80
49
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EXISTING
GROUND
PROPOSED
GRADE
APPROXIMATE
LOCATION CURRENT
ROAD SURFACE
APPROXIMATE
LOCATION CURRENT
ROAD SURFACE
-2.53%
-2.76%
-2.85%
-2.68%
-2.43%
-2.08%
Sheet
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101
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
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R
S
T
A
T
E
-
2
5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
XS1 XS2 XS3 XS4
6. FUTURE GROUND ELEVATIONS BASED ON PARTIAL DESIGN AND SHOULD NOT BE
CONSIDERED FINAL AND SHALL NOT BE USED FOR CONSTRUCTION.
PROSPECT ROAD
CROSS SECTIONS
Sheet
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102
CURB AND GUTTER100 102 STREET INTERSECTION CROSSPAN 103 ASPHALT PAVING DETAIL (CROSSPAN)MEDIAN (ISLAND CURBS)101
104 SIGN POST CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
Sheet
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S
103
200 202 TYPICAL BICYCLE LANE PAVEMENT MARKINGS 203 STREET NAME SIGN
206 CONDUIT AND PULL BOXES FOR FIBER OPTIC LINES 207 TRENCH DETAIL
STANDARD PAVEMENT MARKINGS201
204 URBAN ROUNDABOUT SIGN DETAILS STANDARD TEMPORARY DEAD END BARICADES205
NO PARKING BIKE LANE SIGN DETAIL
*CONTRACTOR TO VERIFY SIGN REQUIREMENTS WITH CITY OF
FORT COLLINS TRAFFIC OPERATIONS PRIOR TO INSTALLATION
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
Sheet
GA
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104
300 302 SIDEWALK DETAILTRUNCATED DOME DETAIL301DIRECTIONAL ACCESS RAMP DETAIL
MINIMUM PAVEMENT SECTIONS303
Sheet
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WA
T
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R
D
E
T
A
I
L
S
105
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
400 TYPICAL FIRE HYDRANT INSTALLATION 401 402 VALVE DETAIL
404 TRENCH AND BEDDING DETAIL 405 TRENCH DETAIL
WATER MAIN LOWERING DETAIL
406 AIR RELIEF/VACUUM VALVE
403 TYPICAL THRUST BLOCK DETAIL
Sheet
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D5
WA
T
E
R
D
E
T
A
I
L
S
106
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
500 TRACE WIRE BOX DETAIL 501 TYPICAL THRUST BLOCKS 502 VALVE DETAIL
Sheet
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D6
SE
W
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R
L
I
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D
E
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S
107
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
601 CONCRETE ENCASEMENT DETAIL602TYPICAL GROUNDWATER BARRIER 603 CROSSING AND CASING DETAIL
604
605 DITCH CROSSING DETAIL
TRENCH BEDDING DETAIL
606 STANDARD MANHOLE 607 INSIDE DROP MANHOLE
608 SUBDRAIN MAIN - INSTALLATION DETAILS
Sheet
GA
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D7
DR
A
I
N
A
G
E
D
E
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A
I
L
S
108
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
707 CONCRETE TRICKLE PAN
705 CONCRETE END SECTIONS 706 STANDARD CONCRETE NOTES
E
C B
E
E
C
D
PLAN
STANDARD CONCRETE NOTES
1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
700 STORMWATER BEDDING REQUIREMENTS 701 STANDARD MANHOLE 702 FLAT TOP MANHOLE
o
MANHOLE CHANNELING703
DETENTION POND DEPTH GAUGE704
708 CONCRETE CHANNEL
FG
0.5'
VARIES (SEE PLANS)
0.5'
#4@6" O.C.
#4L@12" O.C.
3"
CL
R
.
#4@12" O.C.#4L@12" O.C.
Sheet
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109
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SECTION C-C
SECTION B-B
SECTION A-A
DETAIL 1
PLAN
A
A
B
C C
B
POND STORMWATER OUTLET STRUCTURE
CC
A
A
B
B
3'-6"Ls1'
6"
Ws
6"
6"
VA
R
I
E
S
VA
R
I
E
S
6"
Ws
/
2
Ws
/
2
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
2'
-
6
"
6"
Wo
Wo
Wo
Wp
1'
(M
A
X
.
)
PLAN
6"
3"
CL
R
.
D
1
GENERAL NOTES
SECTION D-D
EU
R
V
D
D
A A
OPP.
CLR.
ABBREVIATIONS
@
#
Wp
Wo
TYP.
DIA.
O.C.
MAX.
MIN.
LEGEND
WQINV.
ELEV.
6"
6"
Ls
Ws
D
WQ
1 2 D
WQ
802
D8
EMERGENCY SPILLWAY DETAIL
MIN 8"
THICK WALL
2-#4 BAR
2-#4 BAR
3" CLEAR
EACH WAY
#3 TIES
18" MIN O/C
#4 BAR 18" O/C
TOP OF WEIR (A)
TOP OF WALL (B)
801 STANDARD MANHOLE COVER
Final asphalt lift,
overlay or grade
adjustment
Depress ring 1/4" to 5/8" below
adjacent finished street grade
Slope up to match
finished pavement
Straight cut
around ring
Concrete grade ring
to match slope or
finished grade
Grade ring
Existing base course
Manhole
Shim / Grout
16
"
m
a
x
.
NOTE:
1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs
water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35.
2. Manholes shall not be located in crosspans, gutters, or wheel path.
3. Shim and grout to make ring and cover flush with the finished
pavement surface.
Cover
Support with Steel Shims and
pack with High Strength Grout
800 CONCRETE SIDEWALK CULVERT
804
D8
OUTLET STRUCTURE SUMMARY
POND B POND C POND D POND E POND F POND G POND H
ELEV A.4902.14 4902.73 4902.56 4897.42 4900.97 4898.95 4898.97
ELEV B.4904.44 4906.33 4904.06 4900.72 4904.17 4901.15 4901.97
ELEV C.4906.44 4907.58 4905.31 4901.47 4905.17 4901.55 4902.97
DEURV (ft)2.14 3.47 1.37 3.10 2.84 2.04 2.25
Ls (ft)6.00 5.00 5.00 5.00 5.00 4.00 6.00
Ws (ft)11.00 10.00 9.00 10.00 5.00 14.00 10.00
Wo (in)6 6 6 6 6 6 6
WQ PLATE
HOLE DIA. (in)1 2x1.89* 5/8 3/4 1 9/16 1 4/16 1
Dwq (ft)1.94 2.01 1.05 2.18 1.79 1.33 1.92
# OF ROWS 3 3 3 3 3 3 3
# OF COLUMNS 1 1 1 1 1 1 1
WQ Plate Hole Sizing
Pond ID WQ Orfice Area (sq. in.)Hole Dia. (in)
Pond B 0.72 15/16
Pond C 3.79 2x1.89*
Pond D 0.27 9/16
Pond E 0.56 7/8
Pond F 1.85 1 9/16
Pond G 1.22 1 1/4
Pond H 0.76 1
100-yr Orifice/Restrictor Plate
Pond ID 100-yr Restrictor Plate
Pond B 41.00" Above Invert (48" Outlet Pipe)
Pond C 18.10" Above Invert (27" Outlet Pipe)
Pond D 8.00" Abover Invert (18" Outlet Pipe)
Pond E 10.40" Above Invert (18" Outlet Pipe)
Pond F 17.00" Above Invert (21" Outlet Pipe)
Pond G 14.70" Abover Invert (21" Outlet Pipe)
Pond H 20.60" Above Invert (30" Outlet Pipe)
D
EU
R
V
803
D8
POND UNDERDRAIN TRENCH SECTION
4' SOFT PAN/TRENCH WIDTH
2' MIN.12"
GEOTEXTILE FILTER MATERIAL
TO WRAP THE BEDDING
WASHED SQUEEGEE WITH LESS
THAN 50% PASSING SLOT OPENING
WIDTH (D50 1X SLOT WIDTH)
6" OR 8" SLOTTED PVC PIPE
6"
WELL DRAINING TOPSOIL
EXCLUDING CLAYS
6"
X
X
X
X
XX
X
X
X
X X X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL BL
BL
BL
BL
BL
BL
BL
BLSD
SD
SD
SD
SD
SD
SD
SD
X
X
X
X
X
X
X
X
OHU OHU
V.P.
V.P.
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
ST
OHU
ST
ST
ST
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD LOD
LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD LOD LOD LO
D
LOD LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD LOD
LOD
LOD
LO
D
LODLODLOD
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD LOD LOD LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
TRACT H
FUTURE
DEVELOPMENT
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
PROSPECT ROAD
FR
O
N
T
A
G
E
R
O
A
D
FRONTAGE ROAD
PROSPECT ROAD
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT F
FUTURE
DEVELOPMENT
TRACT E
OPEN SPACE
DE
TRACT G
OPEN SPACE
TRACT I
OPEN SPACE
DE
28715 SF STABILIZED STAGING AREA
EROSION
BUFFER
LIMITS (TYP.)
SF SF SF
SF
SF SF SF
SF
SF
SF SF SF SF SF SF
SF
SF
SF
SF
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
EC1
IN
I
T
I
A
L
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
110
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
Sheet
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8
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
MATCHLINE-SEE SHEET EC2
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
EC1
EC2
EC3
EC4
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111
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
MATCHLINE-SEE SHEET EC1
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
MATCHLINE-SEE SHEET EC3
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
EC1
EC2
EC3
EC4
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X X
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XX
BL
BL
BL
LO
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LO
D
LO
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LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
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LO
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LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
TRACT B
FUTURE
DEVELOPMENT
SM
I
T
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L
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T
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-
2
5
TRACT A
OPEN SPACE
DE
SF
SF
SF
SF
EXISTING GRAVEL
ACCESS ROAD
TIM
N
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97
0
.
2
2
1
.
4
1
5
8
NORTH
EC3
IN
I
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O
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O
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112
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
MATCHLINE-SEE SHEET EC2
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
MATCHLINE-SEE SHEET EC4
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EC1
EC2
EC3
EC4
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
CAN
A
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ST
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A
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E
N
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E
EAST LOCUST
STREET
PLEASANT
ACRES DRIVE
TRACT B
FUTURE
DEVELOPMENT
TRACT A
OPEN SPACE
DE
EXISTING GRAVEL
ACCESS ROAD
EXISTING GRAVEL
ACCESS ROAD
TIMNATH
R
E
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E
R
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.
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97
0
.
2
2
1
.
4
1
5
8
NORTH
EC4
IN
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O
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I
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O
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O
L
P
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A
N
113
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
MATCHLINE-SEE SHEET EC3
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EC1
EC2
EC3
EC4
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X
OHU OHU OHU OHU
OHU OHU
OH
U
OHU OHU
OHU
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X X X
X
X
X
X
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL BL
BL
BL
BL
BL
BL
BL
BLSD
SD
SD
SD
SD
SD
SD
SD
X
X
X
X
X
X
X
X
V.P.
V.P.
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
ST
ST
ST
ST
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD LOD
LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD LOD LOD LO
D
LOD LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD LOD
LOD
LOD
LO
D
LODLODLOD
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD LOD LOD LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LOD
T ST S
SD
SD
SD
SD
SD
SD
UD
SD
SD
SD
SD
SD SD
SD SD SD
SD
SD
SD
SD
UD UD UD
UD
UD
UD
UD
UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
TRACT H
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT F
FUTURE
DEVELOPMENT
TRACT G
OPEN SPACE
TRACT I
OPEN SPACE
DE
4911.000
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SFSF
SF SF SF SF
6:1
8:1
1.5%
9.8
%
5.4
%
8:
1
Horizontal
8:1
5:
1
4:1
5:
1
6:1 4:
1
2.0%
2.3%
1.2%
1.1%
1.1%
4:
1
1.8
%
4:
1
6:
1
6:1
8:1
4:1
2.1%
2.1%
2.9%
1.6%
23.5%
9.3%
12
.
8
%
5:1
4:
1
4:1
7:
1
7:1
8:1
4:
1
6:1
4:1
4:1
0.9
%
8.9%
4:
1
8:1
4:
1
5:1
5:1
4:1
PROPOSED
DRAINAGE AND
UTILITY EASEMENT
STORM DRAIN B
SEE SHEET ST1 STORM DRAIN C2.1
SEE SHEET ST3
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN E
SEE SHEET ST4
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN H
SEE SHEET ST5
PROPOSED
DRAINAGE
EASEMENT
STORM DRAIN I
SEE SHEET ST5
STORM DRAIN L
SEE SHEET ST6
STORM DRAIN D
SEE SHEET ST3
STORM DRAIN LINE N
SEE SHEET ST7
STORM DRAIN O
SEE SHEET ST7
STORM DRAIN K
SEE SHEET ST6
STORM DRAIN F
SEE SHEET ST4
TYPE L
RIPRAP RUNDOWNS
TYPE L
RIPRAP
RUNDOWNS
EROSION
BUFFER
LIMITS (TYP.)
STORM DRAIN M
SEE SHEET ST6
PROSPECT ROAD
FR
O
N
T
A
G
E
R
O
A
D
ST
R
E
E
T
B
STREET D
FRONTAGE ROAD
PROSPECT ROAD
STR
E
E
T
E
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
NORTH
EC5
IN
T
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R
I
M
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114
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
Sheet
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TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
MATCHLINE-SEE SHEET EC6
EC5
EC6
EC7
EC8
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
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OH
U
OH
U
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL BL
BL
BL
BL
BL
BL
BL
BL
FE S
D
FE S
ST
ST
ST
V.P.
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
UD
TRACT E
OPEN SPACE
DE
TRACT D
FUTURE
DEVELOPMENT
LO
D
LOD
LO
D
LOD
LOD LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSF
SF
SF
SF
SF
SFSF
8:1
5:
1
4:1
4:1
5:1
6:1 4:
1
7:1
3.5%
2.4%
4:1
7.7%
8:
1
6:1
4:1
7:
1
2.
1
%
2.0
%
8:1
5:1
2.9
%
3.4%
4:1
4:
1
5:1
STORM DRAIN E
SEE SHEET ST4
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN H
SEE SHEET ST5
PROPOSED
DRAINAGE
EASEMENT
STORM DRAIN J
SEE SHEET ST5
EROSION
BUFFER
LIMITS (TYP.)
PROPOSED GRAVEL
ACCESS ROAD
STORM DRAIN M
SEE SHEET ST6
IN
T
E
R
S
T
A
T
E
-
2
5
Sheet
GA
T
E
W
A
Y
A
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T
Th
e
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of 168
AR
I
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A
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C
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97
0
.
2
2
1
.
4
1
5
8
NORTH
EC6
IN
T
E
R
I
M
E
R
O
S
I
O
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C
O
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L
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N
115
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
MATCHLINE-SEE SHEET EC5
MATCHLINE-SEE SHEET EC7
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
EC5
EC6
EC7
EC8
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X X
/
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BL
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LO
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LO
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LO
D
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
TRACT A
OPEN SPACE
DE
SF
SF
SF
SF
2.4%
4:1
4:1
2.0%
3.
7
%
2.0
%
2.1%
3.3%
7:1
2.0%
1.2
%
2.9
%
4:1
4:1
5:1
4:1
8:1
4:1
PROPOSED GRAVEL
ACCESS ROADEXISTING GRAVEL
ACCESS ROAD
IN
T
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-
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2
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NORTH
EC7
IN
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116
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
EC5
EC6
EC7
EC8
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
MATCHLINE-SEE SHEET EC6
MATCHLINE-SEE SHEET EC8
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
X
X
X
X
X
X
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
TRACT B
FUTURE
DEVELOPMENT
TRACT A
OPEN SPACE
DE
2.1%
4:1
4:
1
8:1
2:1
6.
2
%
2.0%
2:1
3.
7
%
2.0
%
2.1%
4:1
8:1
4:1
2:1
4:1
POND SLOPES TO BE
STABILIZED BY LINER
(SEE IRRIGATION PLANS)
EXISTING GRAVEL
ACCESS ROAD
EXISTING GRAVEL
ACCESS ROAD
PROPOSED GRAVEL
ACCESS ROAD
CAN
A
L
D
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ST
O
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K
T
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N
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EAST LOCUST
STREET
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ACRES DRIVE
TIMNATH
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2
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4
1
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NORTH
EC8
IN
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117
( IN FEET )
1 inch = ft.
Feet08080
160
240 300
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
EC5
EC6
EC7
EC8
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
MATCHLINE-SEE SHEET EC7
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X
OHU OHU OHU OHU
OHU OHU
OH
U
OHU OHU
OHU
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X X X
X
X
X
X
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
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BL
BL
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BL BL
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SD
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V.P.
V.P.
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
ST
ST
ST
ST
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
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LOD
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LO
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LO
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LOD
LOD
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LODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LOD
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D
LO
D
LO
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LO
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D
LO
D
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D
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YIELD
YIELD
YIELD
YIELD
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SD
SD
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TRACT H
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
PROSPECT ROAD
FR
O
N
T
A
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A
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STREET D
FRONTAGE ROAD
PROSPECT ROAD
STR
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T
E
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1.7%
5.
5
%
8:
1
5:
1
8:1
4:1
6:
1
6:1 4:
1
4:1
2.3%
7.
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1.2%
2.8%
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4:
1
2.0
%
6:
1
6:1
9:1
4:1
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2.1%
2.2
%
23.5%
9.3%
12
.
8
%
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT G
OPEN SPACE
TRACT I
OPEN SPACE
DE
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
PROPOSED
DRAINAGE AND
UTILITY EASEMENT
STORM DRAIN B
SEE SHEET ST1
STORM DRAIN C2.1
SEE SHEET ST3
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN E
SEE SHEET ST4
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN H
SEE SHEET ST5
PROPOSED
DRAINAGE
EASEMENT
STORM DRAIN I
SEE SHEET ST5
STORM DRAIN L
SEE SHEET ST7
STORM DRAIN D
SEE SHEET ST3
STORM DRAIN K
SEE SHEET ST6
STORM DRAIN F
SEE SHEET ST4
EROSION
BUFFER
LIMITS (TYP.)
4:1
4:1
4:1
EROSION
BUFFER
LIMITS (TYP.)
4:1
4:1
5:
1
4:1
4:1
5:1
MU
4:
1
STORM DRAIN LINE N
SEE SHEET ST7
STORM DRAIN O
SEE SHEET ST7
STORM DRAIN M
SEE SHEET ST6
KEYMAP
/
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/
/
/
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/
/
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/
/
/
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EC9
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TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
MATCHLINE-SEE SHEET EC10
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
EC9
EC10
EC11
EC12
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
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OH
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OH
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X
X
X
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X
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X
X
X
X
X
X
X
X
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X
X
X
X
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL BL
BL
BL
BL
BL
BL
BL
BL
FE S
D
FE S
ST
ST
ST
V.P.
LO
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD LOD
LOD
LOD
LO
D
LO
D
LOD
LO
D
LOD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
UD
8:1
4:1
4:1
6:
1
6:1 4:
1
7.
8
%
7:1
3.2%
2.4%
8:
1
TRACT B
FUTURE
DEVELOPMENT
6:1
4:1
6:
1
2.
0
%
9:1
TRACT E
OPEN SPACE
DE
TRACT D
FUTURE
DEVELOPMENT
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
LO
D
LOD
LO
D
LOD
LOD LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
STORM DRAIN E
SEE SHEET ST4
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN H
SEE SHEET ST5
PROPOSED
DRAINAGE
EASEMENT
STORM DRAIN J
SEE SHEET ST5
3:
1
4:
1
5:
1
5:1
EROSION
BUFFER
LIMITS (TYP.)
PROPOSED GRAVEL
ACCESS ROAD
4:1
3.2
%
3:1
4:1
5:1
TI
M
N
A
T
H
R
E
S
E
R
V
O
I
R
I
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T
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N
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L
STORM DRAIN M
SEE SHEET ST6
Sheet
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97
0
.
2
2
1
.
4
1
5
8
NORTH
EC10
FI
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119
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
KEYMAP
/
/
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/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
EC9
EC10
EC11
EC12
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
MATCHLINE-SEE SHEET EC9
MATCHLINE-SEE SHEET EC11
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X X
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LO
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LO
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LO
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LO
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LOD
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-
2
5
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4:1
2.0%
TRACT B
FUTURE
DEVELOPMENT
2.0
%
2.1%
3.3%
2.0%
TRACT A
OPEN SPACE
DE MU
MU5:1
4:1
PROPOSED GRAVEL
ACCESS ROAD
4:1
12:
1
7:1 4:1
4:1
3.2
%
TIM
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EC11
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120
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
EC9
EC10
EC11
EC12
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
MATCHLINE-SEE SHEET EC10
MATCHLINE-SEE SHEET EC12
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
X
X
X
X
X
X
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
CAN
A
L
D
R
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V
E
ST
O
C
K
T
O
N
A
V
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N
U
E
EAST
LOCUST
STREET
2.1%
4:1
4:
1
8:1
2:1
6.
2
%
2.0%
2:1
2.0
%
2.1%
TRACT A
OPEN SPACE
DE MU
MU
EXISTING GRAVEL
ACCESS ROAD
POND SLOPES TO BE
STABILIZED BY LINER
(SEE IRRIGATION PLANS)
EXISTING GRAVEL
ACCESS ROAD
EXISTING GRAVEL
ACCESS ROAD
PROPOSED GRAVEL
ACCESS ROAD
2:
1
2:1
4:1
4:1
6:1
4:1
4:1
12:
1
TRACT B
FUTURE
DEVELOPMENT
TIMNATH
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EC12
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( IN FEET )
1 inch = ft.
Feet08080
80
160 240
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: GATEWAY AT PROSPECT
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
KEYMAP
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PROSPECT RD
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EC9
EC10
EC11
EC12
LOD
BL
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SFSILT FENCE SF
ROCK SOCK RS
RIP RAP RP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2.TOTAL DISTURBED AREA = 63.9 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY
OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY
INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS
MAINTENANCE.
5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED
SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE
AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS 2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
DISTURBED AREAS SHALL BE RE-SEEDED AS NEEDED UNTIL STABILIZED.
8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL
REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR
ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS*
9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE
APPROVED LANDSCAPE PLANS.
10.NO GRADING TO OCCUR WITHIN THE BUFFER LIMITS.
11.BOXELDER CREEK SHALL BE PROTECTED AT ALL TIMES DURING
CONSTRUCTION.
GENERAL NOTES:
WD
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
LIMITS OF DISTURBANCE
ECBEROSION CONTROL BLANKET
SEEDING AND MULCH
STABILIZED STAGING AREA SSA
STOCKPILE SP
MU
EROSION BUFFER LIMITS
CHECK DAM CD
TEMPORARY STREAM CROSSING TSC
TRMTURF REINFORCEMENT MAT
MATCHLINE-SEE SHEET EC11
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE
GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND
LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED
ON THE DYNAMIC SITE PLAN.
1.THIS EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR.
STAGING AND PHASING OF THE BMPS SHOWN ON THIS PLAN IS EXPECTED. ADDITIONAL
AND/OR DIFFERENT BMPS FROM THOSE SHOWN MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES. IN NO WAY SHALL THIS PLAN REPLACE THE CONTRACTOR'S OBLIGATION
FOR PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) OR COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS
MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE
PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM
DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE
STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY
IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO
TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS
DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS
NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS
FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE
WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO
A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN
OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS
SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT
PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH
AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF
TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT
FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS
ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION,
HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE
KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S
EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A
MINIMUM.
15.SEDIMENT CONTROL LOGS AND EROSION CONTROL BLANKET TO BE LOOSE WEAVE,
NATURAL FIBERS AND BIODEGRADABLE FOR WILDLIFE SAFETY. NO SMALL PLASTIC
NETTING IS ALLOWED.
EROSION CONTROL NOTES:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CALCULATIONS CHART
TOTAL DISTURBED PROJECT AREA 66.5 ACRES
TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES
TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES
TOTAL STORAGE/STAGING AREA 0.7 ACRES
TOTAL HAUL ROADS AREA N/A
CONSTRUCTION VEHICLE TRAFFIC AREA N/A
EST. PERCENT OF PROJECT AREA EXPOSED 100%
EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY
EXISTING SOIL TYPE C-D CLAY
LOAM
APPROX. GROUNDWATER DEPTH. (BASED ON
SUBSURFACE EXPLORATION REPORT BY EEC,
INC., DATED SEPTEMBER 23, 2015)
6.7 FEET
NUMBER OF PHASES W/ PROJECT N/A
TOTAL VOLUME OF IMPORTED (+) / EXPORTED
(-) MATERIALS 0 CUBIC
YARDS
TOTAL AREA OF STOCKPILING OF FILL OR
BORROW AREAS OFF SITE 300,000 SQ. FEET
STEEPEST SLOPE 4:1 H:V
DISTANCE FROM A RIPARIAN AREA OR
SENSITIVE AREA 0 FEET
EC13
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CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e.
RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
20' MIN.
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
CU
R
B
C
U
T
50' MIN.
2" MIN.6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
001 CONCRETE WASHOUT AREA
003 ROCK SOCK DETAIL 004 VEHICLE TRACKING CONTROL PAD
007
TYPICAL CROSS-SECTION FOR
ABUTMENT RIPRAP
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
ROCK SOCK INSTALLATION NOTES
1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 11
2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH
GRADATION SHOWN ON THIS SHEET (11
2" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF
1
2", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2"
CENTERS ON ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE
ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2"100
1-1/2"90-100
1"20-55
3/4"0-15
3/8"0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
2'
RS
005 SILT FENCE/PERIMETER PROTECTION002SWALE WATTLE DIKE
NOTES
1.CONCRETE WASHOUT AREA SHALL BE
INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
2.VEHICLE TRACKING CONTROL IS REQUIRED IF
ACCESS TO CONCRETE WASHOUT AREA IS OFF
PAVEMENT.
3.SIGNS SHALL BE PLACED AT THE
CONSTRUCTION ENTRANCE, AT THE WASHOUT
AREA, AND ELSEWHERE AS NECESSARY TO
CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS
OF CONCRETE TRUCKS AND PUMP RIGS.
4.THE CONCRETE WASHOUT AREA SHALL BE
REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5.THE CONCRETE WASHOUT SHOULD BE
EMPTIED WHEN HALF OF TOTAL HOLDING
CAPACITY HAS BEEN REACHED.
6.AT THE END OF CONSTRUCTION, ALL
CONCRETE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN ACCEPTED
WASTE SITE.
7.WHEN THE CONCRETE WASHOUT AREA IS
REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE
STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
8.LOCATION OF CONCRETE WASHOUT AREA IS
CONCEPTUAL ONLY. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AT CONTRACTOR'S
DISCRETION.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12"2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
*IMPERMEABLE LINER MAY BE NEEDED
IF GROUND WATER IS ENCOUNTERED.
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1 12" x 1 12" WOODEN FENCE POSTS
SF SF
RP
NOT TO SCALE
PLANTED RIPRAP INSTALLATION
006 RIPRAP DETAIL
RIPRAP SCHEDULE
Storm Line Pipe
Diameter
(ft)
Ordinary
Riprap
Type
Length
of Riprap
(ft)
Width
of Riprap
(ft)
2*d50,
Depth of
Riprap
(ft)
Storm Line A 2.00 Type M 9.00 8.00 2.0
Storm Line B 1.50 Type M 8.00 6.00 2.0
Storm Line C 2.50 Type M 18.00 10.00 2.0
Storm Line D 1.25 Type M 6.00 5.00 2.0
Storm Line E 4.00 Type M 38.00 18.00 2.0
Storm Line F 2.50 Type M 8.00 10.00 2.0
Storm Line G 2.25 Type M 15.00 9.00 2.0
Storm Line H 1.50 Type M 5.00 6.00 2.0
Storm Line I 1.75 Type M 9.00 7.00 2.0
Storm Line J 3.00 Type M 26.00 15.00 2.0
Storm Line K 1.25 Type M 4.00 5.00 2.0
Storm Line L 1.50 Type M 5.00 6.00 2.0
Storm Line M 1.25 Type M 4.00 5.00 2.0
Storm Line N 1.25 Type M 4.00 5.00 2.0
Storm Line O 1.50 Type M 5.00 6.00 2.0
008 RIPRAP SCHEDULE
EC14
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8
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
AT PIPE OUTLET AREAS OF STREAMS AND
DRAINAGE CHANNELS - DETAIL A
IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B
OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C
ANCHOR DETAILS
PERIMETER ANCHOR TRENCH
JOINT ANCHOR TRENCH
INTERMEDIATE ANCHOR TRENCH
OVERLAPPING JOINT
WOOD STAKE DETAIL
MINIMUM THICKNESS 1"
USE 2x4 MATERIAL FOR STAKES
JOINT ANCHOR
TRENCH, TYP.
PERIMETER
ANCHOR
TRENCH, TYP.
TOP OF
CHANNEL BANK
TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF
STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT.
BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION.
STAKING PATTERN SHALL MATCH BLANKET TYPE.
UNDISTURBED
SOIL
TYPE OF BLANKET,
INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING
(MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING
PATTERNS DETAIL ON NEXT SHEET
PERIMETER
ANCHOR TRENCH, TYP.
JOINT ANCHOR TRENCH, TYP.
COMPACTED
SUBGRADE
1
>3
THE BLANKET SHALL
BE EXTENDED TO THE
TOP OF CHANNEL
"D
"
6
"
TO
P
S
O
I
L
"M"
OVERLAPPING JOINT, SEE
DETAIL ON THIS SHEET
STAGGER
OVERLAPS
PERIMETER ANCHOR TRENCH
SEE DETAIL ON THIS SHEET
PER MANUFACTURER SPEC.
OR TYPE 1 STAKING SEE
THE STAKING PATTERN
DETAIL ON NEXT SHEET
BLANKET SHALL BE
100% STRAW MIN.
DIVERSION DITCH
TYPICALLY AT
TOP OF SLOPE
6
"
TO
P
S
O
I
L
6" MIN.
(TYP.)
3" MIN.
(TYP.)
SINGLE EDGE
EROSION CONTROL
BLANKET (TYP.)
COMPACTED
BACKFILL (TYP.)
STAKE (TYP.)
TWO EDGES OF
TWO ADJACENT
ROLLS
LOOP FROM
MIDDLE OF
ROLL
FLOW 6"
3" MIN.
1
2
"
MI
N
.
STAKING PATTERNS
SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S
SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE)
PERIMETER ANCHOR
TRENCH OR JOINT
ANCHOR TRENCH, TYP.
STRAW-COCONUT
COCONUT OR EXCELSIOR
STRAW
ROLL WIDTH
"W" (TYP.)
6'
3'1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
4'
3'
2'
ECB
EROSION CONTROL BLANKET TYPE
TYPE
STRAW*
STRAW-COCONUT
EXCELSIOR
COCONUT
CONTENT
-
30% MIN.
-
STRAW
CONTENT
100%
-
NETTING MIN.
DOUBLE/NATURAL
100%
-
-
EXCELSIOR
CONTENT
COCONUT --100%
* FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS
DOUBLE/NATURAL
DOUBLE/NATURAL
DOUBLE/NATURAL
MAX.70%
EROSION CONTROL BLANKET009
OUTLET PROTECTION011
AA
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
010 REVEGETATION SPECIFICATIONS
“”
“”
•
IP
011
INLET PROTECTION
IP2
36" ANCHOR STRAP
BULLET ANCHOR
RECESSED LOCK
WASHER
TRANSITION MAT
TURF
REINFORCEMENT
MAT
ANCHOR PATTERN
ANCHOR ILLUSTRATION
MAX. 1"-2" DROP
FROM CULVERT FLOWLINE
ONTO SCOURSTOP MATS
PROFILE VIEW
SECTION VIEW AA
OUTLET AND CHANNEL SCOUR PROTECTION
(TRANSITION MATS)
DIRECTION OF FLOW
TURF REINFORCEMENT MAT
WIDTH OF
PROTECTION
LENGTH OF PROTECTION
D
D= CULVERT DIAMETER
TRAN
S
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M
A
T
S
SOIL
C
O
V
E
R
A
A
CULVERT OUTLET PROTECTION - PLAN VIEW
INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES
MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL.
MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL
EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL
COVER
ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON.
ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY.
MINIMUM 8 ANCHORS PER MAT.
EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS.
PROTECT BARE/ DISTURBED DOWNSTREAM
SOILS FROM EROSION WITH APPROPRIATE
SOIL COVER.
NOTE:
1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS.
2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT.
SS
SEEDING TO OCCUR
PRIOR TO INSTALLATION
TURF REINFORCEMENT MAT (SCOUR STOP) DETAIL013
012
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OH
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H2O
W
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V.P.
OWNER:
NORMANDIN
KIM WOWNER:
JORDAN
DAVID W
OWNER:
SILVERTIP
REALTY LLC
OWNER: HIXON
TIMOTHY R
OWNER: 913
SMITHFIELD
LLC
OWNER: R W
PROPERTIES
OWNER:
AMERIGAS
PROPANE LP
OWNER:
SCHNORR
GARY L TRUST
OWNER: CT
ENTERPRISES
LLC
OWNER: 901
HOLDING
COMPANY LLP
OWNER: DAKA
PROPERTIES LLC
OWNER: FORNEY
INDUSTRIES INC
OWNER: 3824
CANAL LLC
OWNER: 3800
CANAL DR LLC
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: RASS
HOLDINGS LLC
OWNER:DEAN
ANDREW G
OWNER: BALDWIN
R/JANELLE R
OWNER: CROISSANT
OWNER: SLATE
ROBERT STEPHEN
OW
N
E
R
:
S
H
E
A
F
O
R
SH
E
R
Y
L
OWNER: SLATE
ROBERT STEPHEN
OWNER: MARTINEZ
RONALD A/LINDA
OWNER: GONZALES
M/CAROLINA G
OWNER: US
MOBILE MODULAR
OWNER: US
MODULAR
SALES CO
OWNER:
AMERIGAS
PROPANE LP
TRACT B
FUTURE
DEVELOPMENT
TIMNATH
R
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IRRIGATION POND
TRACT A
OPEN SPACE
DE
TRACT D
FUTURE
DEVELOPMENT
A1
PUD1
a1
B1
C1
BO
X
E
L
D
E
R
C
R
E
E
K
TIM
N
A
T
H
R
E
S
E
R
V
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L
E
T
C
A
N
A
L
LAKE
C
A
N
A
L
LAK
E
C
A
N
A
L
FUTURE COOPER SLOUGH BOX
CULVERT (TO BE BUILT BY
OTHERS)
1050 CFS (100-YR)
FUT
U
R
E
C
O
O
P
E
R
S
L
O
U
G
H
(
B
Y
O
T
H
E
R
S
)
FUTU
R
E
C
O
O
P
E
R
S
L
O
U
G
H
(
B
Y
O
T
H
E
R
S
)
COOPER SLOUGH
ADDITIONAL
224 CFS (100-YR)
FUTURE COOPER
SLOUGH GRADING
(BY OTHERS)
TRACT C
FUTURE
DEVELOPMENT
Rational Flow Summary | Final Basin Flow Rates
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
A1 29.57 13.8 13.8 0.20 0.25 11.53 50.39
B1 66.71 18.9 18.9 0.54 0.67 60.32 262.65
B2 0.35 5.0 5.0 0.77 0.97 0.78 3.40
B3 0.17 5.0 5.0 0.77 0.97 0.38 1.67
C1 20.77 6.5 6.5 0.85 1.00 47.13 193.35
C2 0.36 5.0 5.0 0.79 0.98 0.82 3.57
D1 2.07 10.9 10.9 0.20 0.25 0.90 3.93
D2 0.86 5.0 5.0 0.85 1.00 2.09 8.59
E1 3.08 7.2 7.2 0.65 0.81 5.04 22.00
E2 1.85 5.3 5.3 0.65 0.81 3.42 14.92
F1 9.43 5.9 5.9 0.85 1.00 22.12 90.81
F2 0.36 5.0 5.0 0.77 0.97 0.80 3.47
F3 0.42 5.0 5.0 0.79 0.98 0.95 4.13
F4 0.79 5.0 5.0 0.77 0.97 1.73 7.57
F5 1.20 6.9 6.9 0.45 0.57 1.40 6.13
G1 5.28 5.0 5.0 0.76 0.95 11.43 49.89
G2 0.92 5.0 5.0 0.85 1.00 2.23 9.14
G3 0.35 5.0 5.0 0.85 1.00 0.84 3.45
G4 0.51 5.0 5.0 0.85 1.00 1.23 5.06
H1 15.97 6.9 6.9 0.85 1.00 35.22 144.59
H2 0.75 5.0 5.0 0.85 1.00 1.83 7.51
I1 2.54 5.0 5.0 0.76 0.95 5.52 24.11
I2 1.72 5.0 5.0 0.85 1.00 4.16 17.08
BOX1 5.53 8.2 8.2 0.20 0.25 2.65 11.58
BOX2 4.66 8.2 8.2 0.20 0.25 2.24 9.77
PUD1 3.13 8.1 8.1 0.20 0.25 1.50 6.55
Combined Basins
Basin B (B1, B2 and B3)67.23 20.8 20.8 0.20 0.25 53.42 232.99
Basin C (C1 and C2)21.13 14.4 14.4 0.54 0.67 34.03 141.80
Basin D (D1 and D2)2.94 10.9 10.9 0.77 0.97 2.50 10.88
Basin E (E1 and E2)4.92 12.8 12.8 0.77 0.97 6.45 28.16
Basin F (F1, F2, F3, F4 and F5)12.20 13.9 13.9 0.85 1.00 19.23 83.12
Basin G (G1, G2, G3, G4)7.05 12.1 12.1 0.79 0.98 11.32 49.41
Basin H (H1 and H2)16.72 14.7 14.7 0.20 0.25 26.94 110.62
Basin I (I1 and I2)4.26 11.6 11.6 0.85 1.00 7.10 30.98
Rational Flow Summary | Interim Basin Flow Rates
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
A1 29.57 13.8 13.8 0.20 0.25 11.53 50.39
B1 66.71 20.8 20.8 0.20 0.25 21.15 92.22
B2 0.35 5.0 5.0 0.77 0.97 0.78 3.40
B3 0.17 5.0 5.0 0.77 0.97 0.38 1.67
C1 20.77 14.4 14.4 0.20 0.25 7.98 34.84
C2 0.36 5.0 5.0 0.79 0.98 0.82 3.57
D1 2.07 10.9 10.9 0.20 0.25 0.90 3.93
D2 0.86 5.0 5.0 0.85 1.00 2.09 8.59
E1 3.08 12.8 12.8 0.20 0.25 1.24 5.42
E2 1.85 5.3 5.3 0.65 0.81 3.42 14.92
F1 9.43 13.9 13.9 0.20 0.25 3.68 16.07
F2 0.36 5.0 5.0 0.77 0.97 0.80 3.47
F3 0.42 5.0 5.0 0.79 0.98 0.95 4.13
F4 0.79 5.0 5.0 0.77 0.97 1.73 7.57
F5 1.20 6.9 6.9 0.45 0.57 1.40 6.13
G1 5.28 12.1 12.1 0.24 0.30 2.59 11.30
G2 0.92 5.0 5.0 0.85 1.00 2.23 9.14
G3 0.35 5.0 5.0 0.85 1.00 0.84 3.45
G4 0.51 5.0 5.0 0.85 1.00 1.23 5.06
H1 15.97 14.7 14.7 0.22 0.27 6.51 28.41
H2 0.75 5.0 5.0 0.85 1.00 1.83 7.51
I1 2.54 8.5 8.5 0.20 0.25 1.19 5.21
I2 1.72 5.0 5.0 0.85 1.00 4.16 17.08
BOX1 5.53 8.2 8.2 0.20 0.25 2.65 11.58
BOX2 4.66 8.2 8.2 0.20 0.25 2.24 9.77
PUD1 3.13 8.1 8.1 0.20 0.25 1.50 6.55
Combined Basins
Basin B (B1, B2 and B3)67.23 20.8 20.8 0.20 0.25 21.79 95.04
Basin C (C1 and C2)21.13 14.4 14.4 0.20 0.25 8.12 35.45
Basin D (D1 and D2)2.94 10.9 10.9 0.77 0.97 2.50 10.88
Basin E (E1 and E2)4.92 12.8 12.8 0.77 0.97 3.66 15.97
Basin F (F1, F2, F3, F4 and F5)12.20 13.9 13.9 0.20 0.25 7.28 31.79
Basin G (G1, G2, G3, G4)7.05 12.1 12.1 0.79 0.98 5.68 24.80
Basin H (H1 and H2)16.72 14.7 14.7 0.20 0.25 7.73 33.72
Basin I (I1 and I2)4.26 11.6 11.6 0.85 1.00 4.12 17.94
Basin H & I 20.98 16.9 16.9 0.20 0.25 10.76 46.87
Pond Summaries
Pond ID
Tributary
Area
Interim
Impervious
Final
Impervious
Interim 100-yr
Storage
Interim
WQCV + EURV
Interim
Release Rate
Final 100-yr
Storage
Final
WQCV + EURV
Final Release
Rate
(acre)(%)(%)ac-ft (elev.)ac-ft (elev.)(cfs)ac-ft (elev.)ac-ft (elev.)(cfs)
Pond B 67.23 3%46%1.726 (4908.38)0.152 (4904.54)96.00 7.07 (TBD)*2.907 (TBD)*103.7*
Pond C 21.13 n/a 79%n/a n/a n/a 3.323 (4907.89)1.638 (4906.47)26.90
Pond D 2.94 n/a 27%n/a n/a n/a 0.222 (4904.69)0.072 (4903.97)4.50
Pond E 4.92 n/a 66%n/a n/a n/a 0.669 (4901.84)0.314 (4900.70)9.30
Pond F 12.20 n/a 77%n/a n/a n/a 1.878 (4905.02)0.92 (4903.84)14.00
Pond G 7.05 n/a 70%n/a n/a n/a 1.004 (4901.72)0.48 (4901.04)11.40
Pond H 16.72 13%
80%1.067 (4902.80)0.232 (4901.25)25.70
2.658 (TBD)*1.313 (TBD)*20.9*
Pond I 4.26 76%0.648 (4903.13)0.316 (4901.91)3.30
* Future required pond volumes and WSELs to be determined at time of development and once pond layout and grading is known.
KEYMAP
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PROSPECT RD
IN
T
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R
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A
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-
2
5
DR1
DR
A
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G
E
E
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125
LEGEND:
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED STORM INLET
EXISTING CURB & GUTTER
PROPOSED OVERLAND FLOW
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
RUNOFF SUMMARY:
A2
a3
DRAINAGE BASIN ID
EXISTING STORM SEWER
PROPOSED DIRECT FLOW
BASIN DELINEATION
1. REFER TO "DRAINAGE REPORT FOR GATEWAY AT PROSPECT DATED 08/15/2025"
PREPARED BY EPS GROUP FOR ADDITIONAL INFORMATION.
2. REFER TO FLOODPLAIN EXHIBIT ON SHEET FLD1 FOR MORE INFORMATION ON THE
FLOODPLAIN.
NOTES:
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
Sheet
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DRAINAGE
BASIN AREA
DR1
DETENTION SUMMARY:
MATCHLINE - SEE SHEET DR2
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
T ST S
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OHU OHU
OHU
OHU
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OHU
OHU
OH
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T T T T
OH
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/ / / / / / / // / / / / / / // / / / / / / /
GAS
GAS
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
F.O.
F.O.
F.O.
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
AC
S
H2O
H2O
W
T
FE S
H2O
H2O
W
H2O
H2O
W
ELEC
FE S
VAULTELECVAULT
ELEC
TRAFFICVAULTE
VAULT
ELECTRAFFIC
VAULT ELEC
H2OHYD
T ST S
VAULT
ELEC
ELEC
VAULTELEC
VAULTELEC
S
FES
D
X
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X
X
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X
X
W
W
TT
OHU OHU
30" SS S
S
12" W 12" W 12" W
FE S
W
W
H2O
H2O
H2O
H2O
HYD
W
W
ST
ST
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12" W 12" W
W
HYD
V.P.
V.P.
H2O
6" W 6" W 6" W
/ / / / / / / /
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
12" W
12" W
ST
ST
ST
ST
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OW
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:
C
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B
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OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER:
GLANZ
THOMAS
J/LAURA P
WESLEY R
ANGELA M
OW
N
E
R
:
B
A
D
E
CA
R
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OWNER:
K AND M
COMPANY OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
OWNER: 1303
FRONTAGE
HOLDINGS LLC
OW
N
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R
:
1
3
0
3
FR
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FRONTAGE ROAD
SW
FR
O
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A
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TEMPORARY
SWALE
EXISTING BOX
CULVERTS EXISTING BOX
CULVERTS
FR
O
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T
A
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BO
X
E
L
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BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
TRACT H
FUTURE
DEVELOPMENT
NODE 887
(PER FORT COLLINS
SWMM MODEL)NODE 886
(PER FORT COLLINS
SWMM MODEL)
BOXELDER CREEK
100-YR OVERFLOW
CHANNEL
0.3%
PROSPECT ROAD
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN B
SEE SHEET ST1 STORM DRAIN C
SEE SHEET ST2
STORM DRAIN E
SEE SHEET ST4
STORM DRAIN L
SEE SHEET ST6
STORM DRAIN G
SEE SHEET ST5
STORM DRAIN H
SEE SHEET ST5
STORM DRAIN I
SEE SHEET ST5
STORM DRAIN J
SEE SHEET ST5
INLET A3
INLET A2
OUTLET B2
OUTLET E4
4.4%
OUTLET H2
OUTFALL G2
TRACT J
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
TRACT F
FUTURE
DEVELOPMENT
TRACT E
OPEN SPACE
DE
TRACT I
OPEN SPACE
DE
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
STR
E
E
T
E
STREET
D
PROPOSED
BRIDGE
STORM DRAIN K
SEE SHEET ST6
STORM DRAIN C2
SEE SHEET ST3
PROPOSED 100-YR
FLOODPLAIN
STORM DRAIN N
SEE SHEET ST7
STORM DRAIN F
SEE SHEET ST4
STORM DRAIN O
SEE SHEET ST7
STORM DRAIN D
SEE SHEET ST3
OUTLET C7
OUTLET C2.2
B1
C1
E1
G1
H1
D1
D2
F3
C2
E2
BOX1
F1
F2
BOX2
H2
F4
F5
G2
G3
B2
B3
b1
f2
d1
I1
e1
f1
c2
c1
h2
d2
e2
g1
g2
I2
g3
b2
b3
f4
f5
f3
I1
H1
I2
G4
POND D
INTERIM
POND I
POND E
POND F
INTERIM
POND B
POND G
POND C
g4
FUTURE POND H
(LAYOUT DEPENDENT
ON FUTURE SITE PLAN)
PUD1
RAIN GARDEN E2
RAIN GARDEN I2
RAIN GARDEN D2
RAIN GARDEN G3
RAIN GARDEN C2
RAIN GARDEN B2
EXISTING INLET
DIVERTS FLOW TO
SOUTH
STORM DRAIN M
SEE SHEET ST6
PUD
IRRIGATION DITCH GATE IS OPEN
WHEN DITCH IS NOT RUNNING.
EXISTING FLOWS IN DITCH ARE
EXISTING INTERCEPTED COOPER
SLOUGH STORMWATER FLOWS
PER FC MODEL= 203 CFS (10-YR)
INLET O2
INLET K5
PIPE END M1
INLET L1
INLET D3
INLET N2
INLET N3
INLET F8
INLET F7
FUTURE POND B
(LAYOUT DEPENDENT
ON FUTURE SITE PLAN)
TRACT C
FUTURE
DEVELOPMENT
STORM DRAIN C6
SEE SHEET ST2
Rational Flow Summary | Final Basin Flow Rates
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
A1 29.57 13.8 13.8 0.20 0.25 11.53 50.39
B1 66.71 18.9 18.9 0.54 0.67 60.32 262.65
B2 0.35 5.0 5.0 0.77 0.97 0.78 3.40
B3 0.17 5.0 5.0 0.77 0.97 0.38 1.67
C1 20.77 6.5 6.5 0.85 1.00 47.13 193.35
C2 0.36 5.0 5.0 0.79 0.98 0.82 3.57
D1 2.07 10.9 10.9 0.20 0.25 0.90 3.93
D2 0.86 5.0 5.0 0.85 1.00 2.09 8.59
E1 3.08 7.2 7.2 0.65 0.81 5.04 22.00
E2 1.85 5.3 5.3 0.65 0.81 3.42 14.92
F1 9.43 5.9 5.9 0.85 1.00 22.12 90.81
F2 0.36 5.0 5.0 0.77 0.97 0.80 3.47
F3 0.42 5.0 5.0 0.79 0.98 0.95 4.13
F4 0.79 5.0 5.0 0.77 0.97 1.73 7.57
F5 1.20 6.9 6.9 0.45 0.57 1.40 6.13
G1 5.28 5.0 5.0 0.76 0.95 11.43 49.89
G2 0.92 5.0 5.0 0.85 1.00 2.23 9.14
G3 0.35 5.0 5.0 0.85 1.00 0.84 3.45
G4 0.51 5.0 5.0 0.85 1.00 1.23 5.06
H1 15.97 6.9 6.9 0.85 1.00 35.22 144.59
H2 0.75 5.0 5.0 0.85 1.00 1.83 7.51
I1 2.54 5.0 5.0 0.76 0.95 5.52 24.11
I2 1.72 5.0 5.0 0.85 1.00 4.16 17.08
BOX1 5.53 8.2 8.2 0.20 0.25 2.65 11.58
BOX2 4.66 8.2 8.2 0.20 0.25 2.24 9.77
PUD1 3.13 8.1 8.1 0.20 0.25 1.50 6.55
Combined Basins
Basin B (B1, B2 and B3)67.23 20.8 20.8 0.20 0.25 53.42 232.99
Basin C (C1 and C2)21.13 14.4 14.4 0.54 0.67 34.03 141.80
Basin D (D1 and D2)2.94 10.9 10.9 0.77 0.97 2.50 10.88
Basin E (E1 and E2)4.92 12.8 12.8 0.77 0.97 6.45 28.16
Basin F (F1, F2, F3, F4 and F5)12.20 13.9 13.9 0.85 1.00 19.23 83.12
Basin G (G1, G2, G3, G4)7.05 12.1 12.1 0.79 0.98 11.32 49.41
Basin H (H1 and H2)16.72 14.7 14.7 0.20 0.25 26.94 110.62
Basin I (I1 and I2)4.26 11.6 11.6 0.85 1.00 7.10 30.98
Rational Flow Summary | Interim Basin Flow Rates
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
A1 29.57 13.8 13.8 0.20 0.25 11.53 50.39
B1 66.71 20.8 20.8 0.20 0.25 21.15 92.22
B2 0.35 5.0 5.0 0.77 0.97 0.78 3.40
B3 0.17 5.0 5.0 0.77 0.97 0.38 1.67
C1 20.77 14.4 14.4 0.20 0.25 7.98 34.84
C2 0.36 5.0 5.0 0.79 0.98 0.82 3.57
D1 2.07 10.9 10.9 0.20 0.25 0.90 3.93
D2 0.86 5.0 5.0 0.85 1.00 2.09 8.59
E1 3.08 12.8 12.8 0.20 0.25 1.24 5.42
E2 1.85 5.3 5.3 0.65 0.81 3.42 14.92
F1 9.43 13.9 13.9 0.20 0.25 3.68 16.07
F2 0.36 5.0 5.0 0.77 0.97 0.80 3.47
F3 0.42 5.0 5.0 0.79 0.98 0.95 4.13
F4 0.79 5.0 5.0 0.77 0.97 1.73 7.57
F5 1.20 6.9 6.9 0.45 0.57 1.40 6.13
G1 5.28 12.1 12.1 0.24 0.30 2.59 11.30
G2 0.92 5.0 5.0 0.85 1.00 2.23 9.14
G3 0.35 5.0 5.0 0.85 1.00 0.84 3.45
G4 0.51 5.0 5.0 0.85 1.00 1.23 5.06
H1 15.97 14.7 14.7 0.22 0.27 6.51 28.41
H2 0.75 5.0 5.0 0.85 1.00 1.83 7.51
I1 2.54 8.5 8.5 0.20 0.25 1.19 5.21
I2 1.72 5.0 5.0 0.85 1.00 4.16 17.08
BOX1 5.53 8.2 8.2 0.20 0.25 2.65 11.58
BOX2 4.66 8.2 8.2 0.20 0.25 2.24 9.77
PUD1 3.13 8.1 8.1 0.20 0.25 1.50 6.55
Combined Basins
Basin B (B1, B2 and B3)67.23 20.8 20.8 0.20 0.25 21.79 95.04
Basin C (C1 and C2)21.13 14.4 14.4 0.20 0.25 8.12 35.45
Basin D (D1 and D2)2.94 10.9 10.9 0.77 0.97 2.50 10.88
Basin E (E1 and E2)4.92 12.8 12.8 0.77 0.97 3.66 15.97
Basin F (F1, F2, F3, F4 and F5)12.20 13.9 13.9 0.20 0.25 7.28 31.79
Basin G (G1, G2, G3, G4)7.05 12.1 12.1 0.79 0.98 5.68 24.80
Basin H (H1 and H2)16.72 14.7 14.7 0.20 0.25 7.73 33.72
Basin I (I1 and I2)4.26 11.6 11.6 0.85 1.00 4.12 17.94
Basin H & I 20.98 16.9 16.9 0.20 0.25 10.76 46.87
Pond Summaries
Pond ID
Tributary
Area
Interim
Impervious
Final
Impervious
Interim 100-yr
Storage
Interim
WQCV + EURV
Interim
Release Rate
Final 100-yr
Storage
Final
WQCV + EURV
Final Release
Rate
(acre)(%)(%)ac-ft (elev.)ac-ft (elev.)(cfs)ac-ft (elev.)ac-ft (elev.)(cfs)
Pond B 67.23 3%46%1.726 (4908.38)0.152 (4904.54)96.00 7.07 (TBD)*2.907 (TBD)*103.7*
Pond C 21.13 n/a 79%n/a n/a n/a 3.323 (4907.89)1.638 (4906.47)26.90
Pond D 2.94 n/a 27%n/a n/a n/a 0.222 (4904.69)0.072 (4903.97)4.50
Pond E 4.92 n/a 66%n/a n/a n/a 0.669 (4901.84)0.314 (4900.70)9.30
Pond F 12.20 n/a 77%n/a n/a n/a 1.878 (4905.02)0.92 (4903.84)14.00
Pond G 7.05 n/a 70%n/a n/a n/a 1.004 (4901.72)0.48 (4901.04)11.40
Pond H 16.72 13%
80%1.067 (4902.80)0.232 (4901.25)25.70
2.658 (TBD)*1.313 (TBD)*20.9*
Pond I 4.26 76%0.648 (4903.13)0.316 (4901.91)3.30
* Future required pond volumes and WSELs to be determined at time of development and once pond layout and grading is known.
LEGEND:
RUNOFF SUMMARY:
Sheet
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of 168
AR
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C
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c
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97
0
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2
2
1
.
4
1
5
8
DR2
DR
A
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N
A
G
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X
H
I
B
I
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126
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
DETENTION SUMMARY:
KEYMAP
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PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
DR2
MATCHLINE - SEE SHEET DR1
PROPOSED STORM SEWER
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED STORM INLET
EXISTING CURB & GUTTER
PROPOSED OVERLAND FLOW
EXISTING MAJOR CONTOUR
PROPOSED MAJOR CONTOUR
A2
a3
DRAINAGE BASIN ID
EXISTING STORM SEWER
PROPOSED DIRECT FLOW
BASIN DELINEATION
1. REFER TO "DRAINAGE REPORT FOR GATEWAY AT PROSPECT DATED 08/15/2025"
PREPARED BY EPS GROUP FOR ADDITIONAL INFORMATION.
2. REFER TO FLOODPLAIN EXHIBIT ON SHEET FLD1 FOR MORE INFORMATION ON THE
FLOODPLAIN.
NOTES:
DRAINAGE
BASIN AREA
FEMA 100-YR FLOODPLAIN
FEMA 100-YR FLOODWAY
EROSION BUFFER LIMITS BL
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
NATURAL HABITAT BUFFER ZONE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
FO
FO
FO
FO
FO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
XXXX
X
X
OHE
OHU
/ / / / / / / /
/ / / / / / / /
/ / / /
/
/
/
/
/ / /
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
XX
X
X
X
X X
X
X
X
X
T T T T
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
SS
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10
"
S
S
10" SS
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27" A
B
D
N
S
S
E E E E E
/ / / / / / / /
T
W
T
W
W
W
W
W
W
W
W
S
W
I
W
W
ELEC
VAULT
ELEC
X
OHU OHU OHU
/ /
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / /
GAS
GAS
CONTROL
IRR
CONTROL
IRR
VAULT
ELECH2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
H2O
F.O.
F.O.
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
AC
W
W
W
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
SD
SD
SD
SD
SD
SD
SD
S
H2O
H2O
W
T
FE S
H2O
W
H2O
H2O
W
ELEC
FE S
VAULT
ELECVAULTELEC
TRAFFICVAULTE
VAULT
ELECTRAFFICVAULT ELEC
H2OHYD
T ST S
VAULTELEC
ELEC
VAULT
ELEC
VAULT
ELEC
S
F E S
D
X
X
X
X
X
X
X
W
W
OHU OHU
30" SS S
S
12" W 12" W 12" W
FE S
W
W
H2O
H2O
H2O
H2O
HYD
W
W
ST
ST
ST
12" W 12" W
W
HYD
V.P.
V.P.H2O
6" W 6" W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
12" W
12" W
ST
ST
ST
ST
NIS
P
NIS
P
NIS
P
NIS
P
NIS
P
NISP
24" CASING
12" CARRIER
T ST S
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / / / / / / /
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHU OHU OHU
OHU
OH
U
OHU
OHU
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OWNER:
ANDERSON
KENNTH E &
JULIE ANN
OWNER:
DEADMOND
LARRY L &
NANCY K
OWNER:
CULBERT SON
DAVID M
OWNER: SEA
STAR LIMITED
PARTNERSHIP
OWNER:
DESELMS
ROBERT A &
K DENISE
OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER: GLANZ
THOMAS J/LAURA P
OWNER:
MOODY
MARILYN
JOANNE
OWNER:
WHITE
WESLEY R
ANGELA M
OWNER:
BADE
CARLA M
OWNER:
K AND M
COMPANY
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
PROSPECT ROAD
FR
O
N
T
A
G
E
R
O
A
D
BOX
E
L
D
E
R
C
R
E
E
K
EXISTING 79.98'
ROW
TRACT F
FUTURE
DEVELOPMENT
TRACT J
OPEN SPACE
DETRACT G
OPEN SPACE
TRACT H
FUTURE
DEVELOPMENT
TRACT B
FUTURE
DEVELOPMENT
TRACT C
FUTURE
DEVELOPMENT
TRACT E
OPEN SPACE
DE
TRACT A
OPEN SPACE
DE
TRACT K
FUTURE
DEVELOPMENT
ST
R
E
E
T
B
STR
E
E
T
E
STREET
D
EROSION BUFFER
LIMITS (TYP.)
FEMA 100-YR
FLOODWAY
FEMA 100-YR
FLOODPLAIN
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING
CDOT ROW
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODPLAIN
CDOT ROW
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EX. TOP OF BANK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EX. TOP OF BANK
INTERIM POND B
POND C
INTERIM POND I
POND E
POND D
POND F
POND G
7087
BFE=4903.00
7342 R
BFE=4903.63
7749 S
BFE=4904.69
7999.
7
BFE=
4
9
0
5
.
8
5
8153
.
7
BFE=
4
9
0
5
.
9
1
823
9
.
3
BFE
=
4
9
0
6
.
7
5
836
9
.
8
BFE
=
4
9
0
8
.
0
5
87
6
5
T
BF
E
=
4
9
0
8
.
8
8
90
0
3
BF
E
=
4
9
0
9
.
3
9
940
1BFE
=
4
9
1
0
.
2
3
9686
BFE=
4
9
1
0
.
9
4
10058
BFE=491
2
.
2
4
10230 U
BFE=4913.12
10739
BFE=4913.50
BFE=4913.7
3
42
8
4
BF
E
=
4
9
0
3
.
0
7
42
4
6
BF
E
=
4
9
0
3
.
0
3
41
7
9
BF
E
=
4
9
0
2
.
9
9
4030
BFE=
4
9
0
2
.
2
4
3804
BFE=4901.05
3742
BFE=4900.80
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODWAY
TRACT D
FUTURE
DEVELOPMENT
TRACT I
OPEN SPACE
DE
BOXELDER CREEK
100-YEAR OVERFLOW
CHANNEL
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODWAY
Sheet
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
e
in
s
t
r
u
m
e
n
t
s
o
f
s
e
r
v
i
c
e
pr
o
v
i
d
e
d
b
y
E
P
S
G
r
o
u
p
,
I
n
c
.
an
d
a
r
e
n
o
t
t
o
b
e
u
s
e
d
f
o
r
an
y
t
y
p
e
o
f
c
o
n
s
t
r
u
c
t
i
o
n
un
l
e
s
s
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
b
y
a
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
i
n
th
e
e
m
p
l
o
y
o
f
E
P
S
G
r
o
u
p
,
In
c
.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 168
AR
I
Z
O
N
A
|
C
O
L
O
R
A
D
O
ep
s
g
r
o
u
p
i
n
c
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
FLD1
FL
O
O
D
P
L
A
I
N
E
X
H
B
I
T
127
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROSPECT RD
IN
T
E
R
S
T
A
T
E
-
2
5
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF
CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
5.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (ROADS, CURB
CUTS, DRIVEWAYS, SIDEWALKS, TRAILS, VEGETATION, ETC.) IN THE REGULATORY
FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE
PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO.
6.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST
BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
BUFFER ZONE BL
FEMA 100-YR HIGH-RISK FLOODPLAIN
FEMA 100-YR FLOODWAY
EXISTING TOP OF BANK
EXISTING EDGE OF WATER
NATURAL HABITAT BUFFER ZONE
PROPOSED 100-YR FLOODPLAIN
PROPOSED CROSS-SECTION
9314
BFE=4910.77
PROPOSED 100-YR FLOODWAY
FLD1
13
+
7
5
'
S
L
'
14
+
0
0
'
S
L
'
14
+
2
5
'
S
L
'
13
+
7
5
'
S
W
'
14
+
0
0
'
S
W
'
14
+
2
5
'
S
W
'
-7.0%-2.0%
EL. 4906.82
EL. 4906.12
EL. 4906.76
EL. 4906.86
EL. 4906.45
-4
.
0
%
MA
X
EL. 4906.81
EL. 4906.91
EL. 4907.11
EL. 4907.21
EL. 4906.70
EL. 4906.35
EL. 4906.05
EL. 4906.39
EL. 4905.65
EL. 4905.37
4905.60
EL. 4906.28
-7
.
0
%
-2.0%
EL. 4906.38
-1
.
5
%
EL. 4906.44
EL. 4906.34
EL. 4906.62
EL. 4905.54
EL. 4906.28
EL. 4905.81
371
372
373
374
375
376377
378
379
380
381 382
383
384
385
386387
388 389
390
391
392
393394
395
396
397 398
EL. 4906.41
399
-4
.
0
%
MA
X
STATION & OFFSET TABLE
POINT
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
STATION
14+25.00'SW'
14+25.00'SW'
14+10.08'SW'
14+10.08'SW'
14+11.56'SW'
14+10.15'SW'
14+10.08'SW'
14+10.08'SW'
14+14.12'SW'
14+14.12'SW'
14+18.39'SW'
14+18.39'SW'
14+13.68'SW'
14+10.58'SW'
13+86.08'SW'
13+86.08'SW'
13+86.08'SW'
13+86.00'SW'
13+84.60'SW'
13+69.38'SW'
13+69.38'SW'
13+77.66'SW'
13+77.77'SW'
13+77.77'SW'
13+85.58'SW'
13+82.47'SW'
13+82.04'SW'
13+82.04'SW'
14+17.80'SW'
OFFSET
0.00'
-2.00' LT
0.00'
-2.00' LT
-10.50' LT
-15.50' LT
-17.50' LT
-10.50' LT
-15.50' LT
-10.50' LT
-15.50' LT
-10.50' LT
-8.03' LT
-17.50' LT
0.00'
-2.00' LT
-17.50' LT
-15.50' LT
-10.50' LT
0.00'
-2.00' LT
-3.52' LT
-10.50' LT
-15.50' LT
-17.50' LT
-8.03' LT
-15.50' LT
-10.50' LT
-3.89' LT
Y
124019.640
124019.693
124004.724
124004.777
124006.485
124005.212
124005.191
124005.004
124009.174
124009.041
124013.446
124013.312
124008.543
124005.691
123980.732
123980.785
123981.199
123981.071
123979.531
123964.049
123964.301
123972.412
123972.704
123972.837
123980.699
123977.341
123977.109
123976.975
124012.544
X
214446.910
214444.910
214446.512
214444.512
214436.055
214431.019
214429.018
214436.015
214431.125
214436.123
214431.239
214436.237
214438.580
214429.031
214445.871
214443.872
214428.377
214430.374
214435.335
214445.341
214443.357
214442.126
214435.153
214430.154
214428.364
214437.746
214430.269
214435.267
214442.834
-2.0%
-2.0%EL. 4906.26
EL. 4905.50
-2.0%
-2.0%
R15.0'
R15.0'
5.0'
EL. 4906.71
13
+
7
5
'
S
E
'
14
+
0
0
'
S
E
'
14
+
2
5
'
S
E
'
13
+
7
5
'
S
R
'
14
+
0
0
'
S
R
'
14
+
2
5
'
S
R
'
-2.0%-7.0%
EL. 4906.00
EL. 4905.86
EL. 4906.03
EL. 4906.05
EL. 4905.56EL. 4905.73
-4
.
0
%
MA
X
EL. 4905.94
EL. 4906.01 EL. 4906.11
EL. 4906.22
-1
.
4
%
-1
.
0
%
EL. 4905.69
EL. 4906.04EL. 4905.81
-2.0%
-3
.
4
%
EL. 4907.07
EL. 4906.43
EL. 4907.21
-4
.
0
%
MA
X
EL. 4907.09EL. 4906.99
EL. 4907.24 EL. 4907.34
-7
.
0
%
EL. 4907.79
EL. 4907.93
400 401
402
403
404 405
406 407
408
409
410
411
412
413
414415
416 417
418
419
420 421
422
423
EL. 4906.59
-2.0%
-2.0%
-2.1%
STATION & OFFSET TABLE
POINT
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
STATION
13+66.21'SR'
13+66.21'SR'
13+75.37'SR'
13+80.01'SR'
13+75.68'SR'
13+75.68'SR'
13+82.57'SR'
13+85.12'SR'
13+79.95'SR'
13+79.95'SR'
13+85.28'SR'
13+86.08'SR'
13+86.08'SR'
14+10.08'SR'
14+10.02'SR'
14+09.96'SR'
14+12.58'SR'
14+12.58'SR'
14+10.58'SR'
14+10.58'SR'
14+16.08'SR'
14+16.08'SR'
14+29.95'SR'
14+29.95'SR'
OFFSET
31.00' RT
33.00' RT
33.00' RT
39.23' RT
41.50' RT
46.50' RT
41.50' RT
46.50' RT
41.50' RT
46.50' RT
48.96' RT
50.75' RT
41.50' RT
50.75' RT
46.50' RT
41.50' RT
41.50' RT
46.50' RT
48.50' RT
39.50' RT
41.50' RT
46.50' RT
20.00' RT
22.00' RT
Y
123958.863
123958.810
123967.972
123972.444
123968.055
123967.921
123974.940
123977.357
123972.326
123972.193
123977.454
123978.202
123978.449
124002.194
124002.245
124002.321
124004.940
124004.807
124002.754
124002.994
124008.439
124008.305
124022.882
124022.828
X
214520.314
214522.313
214522.558
214528.907
214531.063
214536.061
214531.247
214536.313
214531.177
214536.175
214538.775
214540.590
214531.340
214541.231
214536.978
214531.978
214532.048
214537.046
214538.992
214529.995
214532.141
214537.140
214511.019
214513.019
EL. 4906.49
5.0'
5.0'
EL. 4906.91
EL. 4906.01
R20.
0
'
R20.0'
15
+
5
0
'
S
L
'
15
+
7
5
'
S
L
'
16
+
0
0
'
S
L
'
15
+
5
0
'
S
W
'
15
+
7
5
'
S
W
'
16
+
0
0
'
S
W
'
R1
'
-5
.
6
%
-5
.
6
%
EL. 4910.12
STATION & OFFSET TABLE
POINT
100
101
102
103
104
105
106
107
108
STATION
15+50.26'SW'
15+50.26'SW'
15+55.97'SW'
15+56.03'SW'
15+79.59'SW'
15+86.01'SW'
15+72.38'SW'
15+72.38'SW'
15+72.38'SW'
OFFSET
-2.00' LT
-2.50' LT
-2.52' LT
-2.00' LT
-18.23' LT
-13.84' LT
-2.00' LT
-2.50' LT
-3.50' LT
Y
124144.730
124144.772
124150.751
124150.705
124176.034
124181.578
124166.724
124166.801
124166.957
X
214453.757
214453.259
214453.763
214454.283
214442.084
214447.233
214457.123
214456.627
214455.640
100
101
102
103
104
105
106
107
108
EL. 4911.76
EL. 4910.62
EL. 4911.12
EL. 4911.67
EL. 4910.12
EL. 4909.95
EL. 4910.45
EL. 4910.12
EL. 4910.28
EL. 4910.78
10.0'
5.0'
CONCRETE CURB &
GUTTER - TYPE 2
15
+
2
5
'
S
E
'
15
+
5
0
'
S
E
'
15
+
2
5
'
S
R
'
15
+
5
0
'
S
R
'
15
+
2
5
'
S
L
'
15
+
5
0
'
S
L
'
EL. 4909.90
-6
.
6
%
-8
.
5
%
R1'
109
110
111
112
113
114
115
116
117
EL. 4910.07
EL. 4910.57
EL. 4910.79
EL. 4909.90
EL. 4909.51
EL. 4910.01
EL. 4910.65
EL. 4910.23
EL. 4909.67
STATION & OFFSET TABLE
POINT
109
110
111
112
113
114
115
116
117
STATION
15+43.12'SE'
15+43.12'SE'
15+45.69'SE'
15+37.96'SE'
15+24.08'SE'
15+24.08'SE'
15+24.08'SE'
15+37.12'SE'
15+37.12'SE'
OFFSET
2.00' RT
2.50' RT
8.50' RT
12.25' RT
2.00' RT
2.50' RT
3.50' RT
2.00' RT
2.50' RT
Y
124136.116
124136.187
124139.584
124132.476
124117.021
124117.029
124117.045
124130.177
124130.248
X
214512.071
214512.566
214518.138
214522.950
214514.774
214515.274
214516.274
214512.926
214513.421
10.0'
5.0'
CONCRETE CURB &
GUTTER - TYPE 2
CD01
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
AC
C
E
S
S
&
B
I
K
E
R
A
M
P
D
E
T
A
I
L
S
FR
O
N
T
A
G
E
R
D
FR
O
N
T
A
G
E
R
D
FR
O
N
T
A
G
E
R
D
FR
O
N
T
A
G
E
R
D
FR
O
N
T
A
G
E
R
O
A
D
SCALE, FEET0 5 10
SCALE, FEET0 5 10
SCALE, FEET0 5 10
SCALE, FEET0 5 10
UPPER RIGHT
UPPER LEFT
LOWER LEFT
LOWER RIGHT
128 of 168
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
1
0
0
1
_
C
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
01
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
16
+
2
5
'
S
E
'
16+
5
0
'
S
E
'
16+
7
5
'
S
E
'
16
+
2
5
'
S
R
'
16
+
5
0
'
S
R
'
16+71'SR'
16
+
2
5
'
S
L
'
16
+
5
0
'
S
L
'
16+72'SL'
16
+
2
5
'
S
W
'
16
+
5
0
'
S
W
'
16
+
7
5
'
S
W
'
-2
.
0
%
EL. 4912.77
EL. 4912.58
-6.8%
-7.6%
-2
.
0
%
-1.5%
R1.
0
'R1
.
0
'
R1.
0
'
R1.0
'
-4.0%
-4.0%-1.0%
-4.0%
EL. 4913.39
EL. 4913.19
EL. 4913.51
EL. 4913.30
-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
EL. 4913.00
EL. 4913.16
-7.7%
-8.0%
STATION & OFFSET TABLE
POINT
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
STATION
16+48.49'SL'
16+48.28'SL'
16+48.22'SL'
16+48.17'SL'
16+36.66'SL'
16+37.02'SL'
16+37.13'SL'
16+37.20'SL'
16+50.43'SL'
16+34.91'SL'
16+47.78'SL'
16+47.76'SL'
16+47.71'SL'
16+50.17'SL'
16+47.02'SR'
16+47.14'SR'
16+48.54'SR'
16+47.19'SR'
16+37.19'SR'
OFFSET
-30.41' LT
-22.28' LT
-19.77' LT
-17.77' LT
-31.23' LT
-22.22' LT
-19.52' LT
-17.52' LT
-19.87' LT
-19.48' LT
0.00'
1.00' RT
3.50' RT
3.50' RT
-3.64' LT
-1.00' LT
-2.50' LT
0.00'
0.00'
Y
124236.988
124238.121
124238.470
124238.749
124226.963
124228.219
124228.594
124228.873
124240.423
124226.610
124241.225
124241.365
124241.713
124244.180
124240.850
124240.037
124241.901
124239.729
124230.215
X
214447.922
214455.977
214458.458
214460.439
214448.446
214457.370
214460.041
214462.023
214458.026
214460.288
214478.043
214479.034
214481.509
214481.098
214491.585
214494.097
214493.210
214495.049
214491.972
STATION & OFFSET TABLE
POINT
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
STATION
16+37.24'SR'
16+35.85'SR'
16+37.36'SR'
16+37.49'SR'
16+46.79'SR'
16+37.81'SL'
16+36.37'SL'
16+37.78'SL'
16+36.03'SR'
16+48.43'SR'
16+48.59'SR'
16+48.80'SR'
16+51.14'SR'
16+49.56'SR'
16+34.87'SR'
16+35.88'SR'
16+33.37'SR'
16+35.58'SR'
16+37.89'SL'
OFFSET
-1.00' LT
-2.50' LT
-3.64' LT
-6.49' LT
-8.79' LT
1.00' RT
2.50' RT
0.00'
18.78' RT
19.76' RT
21.78' RT
24.28' RT
21.95' RT
32.06' RT
31.62' RT
20.78' RT
20.55' RT
24.28' RT
3.55' RT
Y
124230.523
124229.532
124231.335
124232.216
124242.439
124231.455
124230.171
124231.315
124224.424
124233.637
124233.014
124232.243
124234.793
124229.845
124220.465
124223.808
124221.930
124222.728
124231.810
X
214491.019
214489.209
214488.508
214485.785
214486.672
214480.375
214482.020
214479.384
214509.871
214513.884
214515.808
214518.192
214516.721
214525.605
214522.111
214511.776
214511.088
214515.115
214482.902
118
119
120
121
122
123
124
125
126
127
128
129 130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
EL. 4913.59
EL. 4912.63
EL. 4912.83
EL. 4913.20
EL. 4913.00
EL. 4912.47
EL. 4912.67
EL. 4913.19
EL. 4913.39
EL. 4913.19
EL. 4913.40
EL. 4913.28
EL. 4913.47EL. 4913.29
EL. 4913.09
EL. 4913.02
EL. 4912.86
EL. 4913.22
EL. 4913.06
EL. 4913.79
EL. 4913.38
10.0'
10.0'
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 1
CONCRETE CURB &
GUTTER - TYPE 1
11
+
7
5
'
N
E
'
12
+
0
0
'
N
E
'
11
+
5
0
'
N
E
R
'
11
+
7
5
'
N
E
R
'
12
+
0
0
'
N
E
R
'
11
+
5
0
'
N
E
L
'
11
+
7
5
'
N
E
L
'
-1
.
7
%
-4.0%
EL. 4913.27
EL. 4913.40
-1
.
7
%
-7.6%
-8.0%
-1
.
5
%
EL. 4913.97
EL. 4913.82
EL. 4914.10
EL. 4913.96
-1.3%
-4.0%
-4.0%
-1
.
8
%
-2
.
0
%
EL. 4913.52
EL. 4913.33
-4.0%-2
.
0
%
-8.0%
-7.7%
R1.0'
R1.0
'
R1
.
0
'
R1
.
0
'
16+
0
0
'
N
'
16
+
2
5
'
N
'
16
+
5
0
'
N
'
STATION & OFFSET TABLE
POINT
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
STATION
11+52.42'NEL'
11+66.87'NEL'
11+68.46'NEL'
11+65.98'NEL'
11+53.36'NEL'
11+53.15'NEL'
11+66.28'NEL'
11+50.83'NEL'
11+53.52'NEL'
11+65.82'NEL'
11+64.72'NEL'
11+64.67'NEL'
11+66.06'NEL'
11+77.31'NER'
11+54.71'NEL'
11+54.76'NEL'
11+54.89'NEL'
11+53.37'NEL'
11+64.34'NER'
11+65.75'NER'
OFFSET
-31.42' LT
-30.12' LT
-19.87' LT
-20.12' LT
-21.28' LT
-23.78' LT
-23.78' LT
-21.48' LT
-19.26' LT
-18.12' LT
0.00'
1.00' RT
2.50' RT
-2.50' LT
0.00'
1.00' RT
3.62' RT
2.50' RT
-2.50' LT
-3.49' LT
Y
124480.566
124486.662
124480.845
124479.521
124473.330
124475.116
124482.133
124472.199
124471.885
124478.093
124465.160
124464.447
124464.490
124459.051
124458.143
124457.430
124455.561
124455.367
124447.035
124448.731
X
214538.437
214546.469
214555.001
214553.502
214545.564
214543.805
214550.929
214543.914
214546.987
214554.909
214567.646
214568.349
214570.412
214579.360
214560.522
214561.224
214563.065
214561.150
214574.236
214573.857
STATION & OFFSET TABLE
POINT
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
293
294
STATION
11+65.96'NER'
11+66.04'NER'
11+75.60'NER'
11+75.98'NER'
11+76.09'NER'
11+78.26'NER'
11+78.51'NER'
11+78.86'NER'
11+80.60'NER'
11+67.85'NER'
11+68.04'NER'
11+68.28'NER'
11+65.95'NER'
11+69.02'NER'
11+79.77'NER'
11+65.23'NER'
11+75.20'NER'
OFFSET
-1.00' LT
0.00'
-4.45' LT
-1.00' LT
0.00'
18.63' RT
20.62' RT
23.44' RT
20.39' RT
19.99' RT
21.99' RT
24.48' RT
22.31' RT
31.97' RT
30.55' RT
-9.65' LT
-8.13' LT
Y
124447.975
124447.673
124458.260
124457.217
124456.914
124451.273
124450.671
124449.817
124452.574
124441.636
124441.033
124440.281
124439.086
124438.017
124447.663
124450.586
124459.375
X
214576.242
214577.199
214576.879
214580.187
214581.146
214599.030
214600.938
214603.644
214601.552
214596.341
214598.252
214600.636
214597.794
214607.812
214610.475
214567.965
214573.344
156
157
158
159
160
161
162
163
164
165
166
167
168 169
170
171 172
173
174
175
176
177
178
179
180
181
182
183
184
185
186 187
188
189
190
191
293
294
EL. 4913.29
EL. 4913.12
EL. 4913.30
EL. 4913.46
EL. 4913.64
EL. 4913.79
EL. 4913.87
EL. 4913.72
EL. 4913.74
EL. 4913.82
EL. 4913.92
EL. 4914.00
EL. 4913.38
EL. 4913.22
EL. 4913.58 EL. 4913.42
EL. 4913.98
EL. 4913.78
EL. 4914.10
EL. 4913.90
10.0'
10.0'
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 1
CONCRETE CURB &
GUTTER - TYPE 1
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
1
0
0
1
_
C
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
02
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
CD02
129 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
AC
C
E
S
S
&
B
I
K
E
R
A
M
P
D
E
T
A
I
L
S
FR
O
N
T
A
G
E
R
D
FR
O
N
T
A
G
E
R
D
SCALE, FEET0 5 10
FR
O
N
T
A
G
E
R
O
A
D
SCALE, FEET0 5 10
LOWER
UPPER
12
+
7
5
'
N
E
'
13
+
0
0
'
N
E
'
12
+
5
0
'
N
E
R
'
12
+
7
5
'
N
E
R
'
12
+
2
5
'
N
E
L
'
12
+
5
0
'
N
E
L
'
12
+
7
5
'
N
E
L
'
EL. 4912.14
-9
.
8
%
-5
.
4
%
R1'
R1
'
-8
.
8
%
EL. 4912.09
-5
.
6
%
17
+
0
0
'
N
'
17
+
2
5
'
N
'
192
193
194 195
196 197
198
199
200
201 202
203204
205
206
207
208
209
EL. 4912.05
EL. 4912.55
EL. 4912.80
EL. 4912.14
EL. 4912.76
EL. 4912.25
EL. 4912.75 EL. 4912.85
EL. 4912.87
EL. 4912.09
EL. 4912.54EL. 4912.05
EL. 4912.68
EL. 4912.18
CONCRETE CURB &
GUTTER - TYPE 2
10.0'
5.0'
CONCRETE CURB &
GUTTER - TYPE 2
5.0'
10.0'
424
425
426
427
EL. 4912.90
EL. 4912.92
EL. 4912.81
EL. 4912.83
STATION & OFFSET TABLE
POINT
201
202
203
204
205
206
207
208
209
426
427
STATION
12+85.68'NE'
12+85.68'NE'
12+79.87'NE'
12+79.87'NE'
12+68.33'NE'
12+61.79'NE'
12+63.49'NE'
12+63.49'NE'
12+63.49'NE'
12+68.53'NE'
12+58.82'NE'
OFFSET
2.00' RT
2.50' RT
2.50' RT
2.00' RT
10.58' RT
6.35' RT
2.00' RT
2.50' RT
3.50' RT
12.07' RT
8.17' RT
Y
124520.584
124520.279
124515.496
124515.838
124501.731
124499.578
124503.620
124503.302
124502.668
124500.912
124496.189
X
214646.514
214646.910
214643.208
214642.843
214641.740
214634.453
214632.132
214632.519
214633.292
214642.997
214634.071
STATION & OFFSET TABLE
POINT
192
193
194
195
196
197
198
199
200
424
425
STATION
17+28.60'N'
17+21.79'N'
17+20.87'N'
17+20.87'N'
17+26.84'N'
17+26.84'N'
17+39.87'N'
17+39.87'N'
17+39.87'N'
17+28.77'N'
17+19.45'N'
OFFSET
-10.44' LT
-6.26' LT
-2.50' LT
-2.00' LT
-2.50' LT
-2.00' LT
-2.00' LT
-2.50' LT
-3.50' LT
-11.93' LT
-8.06' LT
Y
124563.717
124555.575
124552.875
124552.623
124558.039
124557.779
124569.022
124569.348
124570.001
124564.650
124554.410
X
214594.996
214594.989
214597.761
214598.193
214600.834
214601.262
214608.469
214608.090
214607.331
214593.822
214592.225
15+25'NE'15+50'NE'15+75'NE'16+00'NE'16+25'NE'
15+25'NER'15+50'NER'15+75'NER'16+00'NER'16+25'NER'
-4.0%
MAX
-0.58%
-3
.
0
%
-0.5%
-4.0%
MAX
210
211
212
213
214
215216
217
218
219
220
221
222
223
224
225
226
227 228
229
230
231
232
233
234
235
236
237
-0.5%-7.0%
-5.0%
EL. 4910.77
EL. 4910.94
EL. 4911.14
EL. 4911.31
EL. 4910.85
EL. 4911.01
EL. 4911.17
EL. 4911.23
EL. 4911.16
EL. 4911.27
EL. 4911.39
EL. 4911.48
EL. 4911.44
EL. 4911.06
EL. 4911.22
EL. 4911.38
EL. 4911.46
EL. 4911.78
EL. 4911.56
EL. 4911.88
EL. 4911.25
EL. 4911.49
EL. 4911.59
EL. 4911.35
-2
.
0
%
-2
.
0
%
CONCRETE CURB & GUTTER - TYPE 2
5.
0
'
STATION & OFFSET TABLE
POINT
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
STATION
15+35.84'NE'
15+35.84'NE'
15+51.28'NE'
15+51.28'NE'
15+49.68'NE'
15+47.08'NE'
15+42.10'NE'
15+42.05'NE'
15+47.53'NE'
15+50.77'NE'
15+51.28'NE'
15+51.18'NE'
15+51.28'NE'
15+87.28'NE'
15+87.28'NE'
OFFSET
0.00'
2.00' RT
0.00'
2.00' RT
10.50' RT
10.50' RT
10.50' RT
15.50' RT
8.09' RT
17.51' RT
17.51' RT
15.50' RT
10.50' RT
0.00'
2.00' RT
Y
124627.918
124625.928
124629.260
124627.266
124618.672
124618.466
124618.052
124613.068
124620.904
124611.763
124611.801
124613.796
124618.789
124631.942
124629.947
X
214862.971
214863.171
214878.348
214878.497
214877.561
214875.010
214870.138
214870.534
214875.263
214879.153
214879.652
214879.407
214879.130
214914.248
214914.397
STATION & OFFSET TABLE
POINT
225
226
227
228
229
230
231
232
233
234
235
236
237
STATION
15+87.28'NE'
15+87.35'NE'
15+87.28'NE'
15+87.78'NE'
15+96.18'NE'
15+96.18'NE'
15+90.85'NE'
15+91.32'NE'
15+91.32'NE'
15+88.76'NE'
15+47.05'NE'
16+02.28'NE'
16+02.28'NE'
OFFSET
10.50' RT
15.50' RT
17.51' RT
17.51' RT
15.50' RT
10.50' RT
8.08' RT
10.50' RT
15.50' RT
10.50' RT
15.50' RT
0.00'
2.00' RT
Y
124621.471
124616.491
124614.482
124614.520
124617.148
124622.135
124624.152
124621.772
124616.786
124621.581
124613.481
124633.059
124631.065
X
214915.030
214915.477
214915.552
214916.050
214924.284
214923.912
214918.409
214919.057
214919.430
214916.507
214875.393
214929.206
214929.355
-2
.
0
%
-2
.
0
%
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
1
0
0
1
_
C
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
03
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
CD03
130 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
AC
C
E
S
S
&
B
I
K
E
R
A
M
P
D
E
T
A
I
L
S
FR
O
N
T
A
G
E
R
D
FRONTAGE RD
KEY MAP
N
FR
O
N
T
A
G
E
R
O
A
D
SCALE, FEET0 5 10
SCALE, FEET0 5 10
LOWER
UPPER
15
'
N
W
L
'
15
+
0
0
'
N
W
R
'
15
+
2
5
'
N
W
R
'
15
+
0
0
'
N
W
'
15+
2
5
'
N
W
'
EL. 4913.40
-0
.
5
%
EL. 4912.90
EL. 4912.90
-4.0%
-1
.
0
%
-7.8%
-8.0%
-4.0%
-3.0%
R1.0
'
R1.0
'
R1
.
0
'
R1
.
0
'
EL. 4913.45
-0
.
5
%
EL. 4913.40
EL. 4913.43
EL. 4913.50
-1
.
0
%
-0.9%
-1
.
2
%
-1
.
3
%
EL. 4912.95
EL. 4912.83
-8.0%
-7.9%
-4.0%
15
+
0
0
'
N
'
15
+
2
5
'
N
'
STATION & OFFSET TABLE
POINT
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
295
STATION
15+05.00'NWR'
15+03.43'NWR'
15+05.88'NWR'
15+06.03'NWR'
15+05.57'NWR'
15+19.32'NWR'
15+20.90'NWR'
15+18.39'NWR'
15+18.59'NWR'
15+18.23'NWR'
15+07.08'NWR'
15+07.13'NWR'
15+07.26'NWR'
15+17.04'NWR'
15+16.91'NWR'
15+17.09'NWR'
15+18.43'NWR'
15+05.74'NWR'
15+07.71'NWL'
15+17.76'NWL'
15+17.53'NWL'
15+17.36'NWL'
15+18.96'NWL'
15+05.99'NWL'
15+07.35'NWL'
15+07.25'NWL'
15+17.29'NWL'
15+05.45'NWL'
15+05.24'NWL'
15+03.15'NWL'
15+04.94'NWL'
15+15.87'NWL'
15+15.71'NWL'
15+15.51'NWL'
15+17.80'NWL'
15+14.90'NWL'
15+04.16'NWL'
15+07.66'NWL'
OFFSET
29.39' RT
19.11' RT
19.38' RT
17.38' RT
23.14' RT
30.79' RT
20.86' RT
20.64' RT
23.14' RT
18.61' RT
0.00'
-1.00' LT
-3.62' LT
-1.00' LT
-3.62' LT
0.00'
-2.50' LT
-2.50' LT
4.78' RT
6.81' RT
3.50' RT
1.00' RT
2.50' RT
2.50' RT
1.00' RT
0.00'
0.00'
-17.88' LT
-19.87' LT
-19.68' LT
-22.70' LT
-19.09' LT
-21.09' LT
-23.58' LT
-21.38' LT
-31.08' LT
-29.82' LT
4.32' RT
Y
124439.752
124446.140
124444.304
124445.214
124442.596
124430.205
124432.903
124434.823
124433.685
124435.745
124453.113
124453.568
124454.758
124444.657
124445.847
124444.202
124443.963
124455.548
124455.279
124447.665
124450.512
124452.653
124450.503
124458.143
124458.533
124459.393
124453.511
124474.777
124476.490
124477.535
124478.921
124469.896
124471.612
124473.753
124470.708
124480.194
124485.051
124455.679
X
214391.768
214399.913
214400.706
214402.493
214397.353
214395.057
214404.687
214404.125
214401.890
214405.935
214418.006
214418.898
214421.236
214423.436
214425.774
214422.544
214425.380
214419.480
214422.258
214429.343
214431.061
214432.354
214432.808
214422.235
214424.223
214424.742
214432.872
214434.027
214435.061
214433.356
214436.528
214442.761
214443.797
214445.089
214445.581
214448.977
214440.228
214422.500
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276 277
278
279
280
281
282
283
284
285 286
287
288
289
290
291
292
295
EL. 4912.96
EL. 4912.91
EL. 4912.75
EL. 4912.80
EL. 4913.50
EL. 4913.27
EL. 4913.35
EL. 4913.30
EL. 4913.22
EL. 4913.33
EL. 4913.25
EL. 4913.43
EL. 4913.35
EL. 4912.89
EL. 4912.72
EL. 4913.01
EL. 4912.85
EL. 4913.55
EL. 4913.41
10.0'
10.0
'
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 1
CONCRETE CURB &
GUTTER - TYPE 1
14
+
2
5
'
N
W
R
'
14
+
5
0
'
N
W
R
'
14
+
2
5
'
N
W
'
14
+
5
0
'
N
W
'
EL. 4912.35
-8
.
7
%
-5
.
1
%
EL. 4912.37
-5.
1
%
-9.
9
%
R1
'
14
+
2
5
'
N
'
14
+
5
0
'
N
'
STATION & OFFSET TABLE
POINT
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
STATION
14+36.24'NWR'
14+35.85'NWR'
14+35.79'NWR'
14+29.90'NWR'
14+29.84'NWR'
14+29.27'NWR'
14+16.65'NWR'
14+16.65'NWR'
14+16.65'NWR'
14+18.96'NWR'
14+18.95'NWR'
14+24.96'NWR'
14+24.97'NWR'
14+35.54'NWR'
14+41.20'NWR'
14+41.13'NWR'
14+41.14'NWR'
14+41.17'NWR'
OFFSET
23.25' RT
19.15' RT
18.65' RT
19.89' RT
19.40' RT
28.04' RT
21.00' RT
21.50' RT
22.50' RT
-21.15' LT
-21.65' LT
-21.28' LT
-21.78' LT
-28.84' LT
-24.20' LT
-20.88' LT
-21.38' LT
-22.38' LT
Y
124489.208
124492.449
124492.852
124496.004
124496.407
124490.524
124504.316
124503.953
124503.228
124533.319
124533.691
124529.292
124529.646
124527.503
124520.238
124517.875
124518.229
124518.938
X
214355.321
214357.858
214358.155
214353.025
214353.321
214346.960
214342.644
214342.300
214341.612
214373.311
214373.646
214377.759
214378.112
214390.642
214391.558
214389.221
214389.574
214390.279
238
239 240
241
242243
244
245
246 247
248
249
250
251
252
253
254
255
EL. 4912.97
EL. 4912.89
EL. 4912.35
EL. 4912.39
EL. 4913.01
EL. 4912.28
EL. 4912.78
EL. 4912.37
EL. 4912.80
EL. 4912.30
EL. 4913.02
EL. 4912.96
EL. 4912.90
EL. 4912.40
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 2
EL. 4912.94
5.0'
10.0'
10.0'
5.0'
TRANSITION GUTTER SLOPE
FROM 8.33% TO 1.8% IN 20'
PRIOR TO BRIDGE
TRANSITION GUTTER SLOPE
FROM 8.33% TO 1.8% IN 20'
PRIOR TO BRIDGE
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
1
0
0
1
_
C
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
04
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
CD04
131 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
AC
C
E
S
S
&
B
I
K
E
R
A
M
P
D
E
T
A
I
L
S
ST
R
E
E
T
E
SCALE, FEET0 5 10
ST
R
E
E
T
E
SCALE, FEET0 5 10
ST
R
E
E
T
E
R40'
LOWER
UPPER
17+00'S
W
'
17+
2
5
'
S
W
'
17
+
5
0
'
S
W
'
16
+
0
0
'
N
W
'
16
+
2
5
'
N
W
'
16
+
5
0
'
N
W
'
10
+
7
5
'
S
W
L
'
11
+
0
0
'
S
W
L
'
11
+
2
5
'
S
W
L
'
10
+
7
5
'
S
W
R
'
11
+
0
0
'
S
W
R
'
11+
2
5
'
S
W
R
'
-2
.
0
%
-2
.
0
%
EL. 4913.15
EL. 4912.58
EL. 4912.40
-4.0%
-8.0%
-7.4%
-1.5%
R1.0
'R1.
0
'
R1
.
0
'
R1.
0
'
-4.0%
-1
.
9
%
-1
.
6
%
-1
.
5
%
EL. 4912.92
EL. 4912.84
EL. 4912.73
EL. 4912.70
-1.5%
-1
.
5
%
EL. 4912.14
EL. 4912.29
-7.9%
-7.9%
STATION & OFFSET TABLE
POINT
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
STATION
11+12.74'SWR'
11+14.29'SWR'
11+11.35'SWR'
11+11.64'SWR'
10+96.81'SWR'
10+96.15'SWR'
10+93.96'SWR'
10+94.38'SWR'
11+09.01'SWR'
10+99.00'SWR'
10+99.07'SWR'
10+99.25'SWR'
10+99.31'SWR'
10+97.72'SWR'
10+99.30'SWL'
11+00.75'SWL'
11+00.71'SWL'
11+08.75'SWR'
11+10.29'SWR'
11+08.55'SWR'
11+11.15'SWL'
11+10.86'SWL'
11+12.55'SWL'
11+10.74'SWL'
11+00.10'SWL'
11+00.03'SWL'
10+98.22'SWL'
10+99.94'SWL'
10+99.67'SWL'
11+08.15'SWL'
11+10.79'SWL'
11+09.01'SWL'
11+09.19'SWL'
11+08.78'SWL'
10+97.07'SWR'
11+11.07'SWR'
11+08.94'SWR'
OFFSET
32.53' RT
22.57' RT
22.40' RT
24.91' RT
21.40' RT
24.57' RT
21.18' RT
31.30' RT
0.00'
0.00'
-1.00' LT
-3.67' LT
-4.68' LT
-2.50' LT
2.50' RT
1.00' RT
0.00'
-3.69' LT
-2.50' LT
-7.11' LT
3.49' RT
1.00' RT
2.50' RT
0.00'
-14.31' LT
-16.31' LT
-16.24' LT
-18.80' LT
-26.30' LT
-26.97' LT
-17.24' LT
-17.02' LT
-15.03' LT
-19.51' LT
19.42' RT
20.38' RT
-1.00' LT
Y
124283.855
124293.836
124293.670
124291.241
124291.708
124288.622
124291.097
124282.041
124315.169
124312.243
124313.201
124315.760
124316.730
124314.086
124317.304
124319.382
124320.097
124318.709
124317.891
124321.985
124324.013
124325.803
124325.645
124326.522
124330.332
124331.761
124330.362
124333.548
124338.907
124345.903
124340.156
124338.756
124337.327
124340.543
124293.605
124295.613
124316.128
X
214398.640
214397.970
214395.977
214396.636
214386.147
214386.985
214384.243
214388.770
214389.407
214379.845
214379.552
214378.768
214378.472
214377.712
214375.810
214375.875
214375.175
214388.319
214390.143
214387.321
214385.335
214383.584
214385.837
214382.880
214365.156
214363.757
214362.328
214362.008
214356.762
214363.908
214372.332
214370.903
214372.302
214369.155
214385.550
214395.393
214389.114
296
297
298299
300
301
302
303
304
305
306 307
308
309
310
311
312
313
314 315
316 317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
-4.0%
EL. 4912.43
EL. 4912.27
EL. 4912.48
EL. 4912.64
EL. 4912.80
EL. 4912.88
EL. 4912.61
EL. 4912.69
EL. 4912.57
EL. 4912.49
EL. 4912.65
EL. 4912.74
EL. 4912.36
EL. 4912.19
EL. 4912.04
EL. 4912.21
EL. 4912.73
EL. 4912.88
EL. ???
10.
0
'
10.0'
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 1
CONCRETE CURB &
GUTTER - TYPE 1
17
+
5
0
'
S
E
'
17
+
7
5
'
S
E
'
10
+
5
0
'
N
E
'
10
+
7
5
'
N
E
'
11+
0
0
'
N
E
'
20
+
2
5
'
S
E
R
'
20
+
5
0
'
S
E
R
'
20
+
2
5
'
S
E
L
'
20
+
5
0
'
S
E
L
'
-1
.
6
%
-1
.
5
%
-1
.
5
%
-1
.
8
%
-1
.
9
%
-2
.
0
%
-4.0%
-4.0%+/-1.0%
-4.0%
-7.9%
-7.9%
EL. 4913.53
EL. 4913.37
EL. 4914.13
R1
.
0
'
R1
.
0
'
R1.0
'R1.0'
EL. 4913.98
EL. 4914.24
EL. 4914.04
-1.7%
EL. 4913.80
EL. 4913.64
-8.0%
-6.9%
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351 352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368 369
370
STATION & OFFSET TABLE
POINT
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
STATION
20+27.74'SER'
20+25.62'SER'
20+27.82'SER'
20+27.85'SER'
20+39.08'SER'
20+38.95'SER'
20+41.46'SER'
20+39.50'SER'
20+27.86'SER'
20+28.02'SER'
20+28.02'SER'
20+38.84'SER'
20+38.02'SER'
20+37.98'SER'
20+37.86'SER'
20+28.04'SER'
20+26.55'SER'
20+39.40'SER'
20+37.81'SER'
20+38.12'SEL'
20+39.64'SEL'
20+38.25'SEL'
20+38.30'SEL'
20+28.29'SEL'
20+28.34'SEL'
20+26.95'SEL'
20+28.08'SER'
20+28.47'SEL'
20+27.13'SEL'
20+39.36'SEL'
20+39.52'SEL'
20+26.97'SEL'
20+24.46'SEL'
20+41.97'SEL'
20+39.83'SEL'
20+26.76'SEL'
20+26.04'SEL'
20+40.40'SEL'
OFFSET
29.99' RT
20.04' RT
22.48' RT
19.98' RT
22.29' RT
19.75' RT
19.65' RT
29.79' RT
17.98' RT
0.00'
-1.00' LT
17.75' RT
0.00'
-1.00' LT
-3.68' LT
-3.50' LT
-2.50' LT
-2.50' LT
-5.09' LT
3.64' RT
2.50' RT
1.00' RT
0.00'
0.00'
1.00' RT
2.50' RT
-7.99' LT
3.64' RT
-18.87' LT
-17.55' LT
-19.55' LT
-20.90' LT
-21.14' LT
-19.26' LT
-23.41' LT
-23.41' LT
-31.07' LT
-29.57' LT
Y
124280.378
124290.163
124287.870
124290.366
124288.479
124291.019
124291.129
124280.987
124292.363
124310.312
124311.311
124293.015
124310.749
124311.748
124314.426
124313.806
124312.700
124313.269
124315.834
124317.053
124317.343
124319.327
124320.189
124325.286
124324.424
124323.969
124318.290
124322.150
124341.547
124335.308
124337.035
124343.297
124344.633
124335.893
124340.359
124345.456
124352.070
124345.672
X
214612.244
214609.645
214611.786
214611.634
214621.768
214621.613
214623.882
214622.225
214611.512
214610.417
214610.356
214621.491
214620.409
214620.348
214620.183
214610.204
214608.769
214621.758
214620.099
214620.821
214622.736
214622.168
214622.679
214614.075
214613.565
214611.552
214609.931
214612.217
214623.709
214631.636
214632.659
214624.746
214623.257
214634.301
214634.628
214626.025
214629.943
214637.776
EL. 4913.59
EL. 4913.95
EL. 4913.42
EL. 4913.27
EL. 4913.43
EL. 4913.80
EL. 4913.88
EL. 4913.94
EL. 4914.03
EL. 4914.21
EL. 4914.13
EL. 4913.70
EL. 4913.85
EL. 4913.66
EL. 4913.49
EL. 4914.12
EL. 4913.96
EL. 4914.03
EL. 4914.33
EL. 4914.13
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 2
CONCRETE CURB &
GUTTER - TYPE 1 CONCRETE CURB &
GUTTER - TYPE 1
CONCRETE CURB &
GUTTER - TYPE 1
10.0
'
5.0'
5.0'
10.0'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
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T
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P
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A
N
\
0
2
1
0
0
1
_
C
D
.
D
W
G
L
A
Y
O
U
T
N
A
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E
:
05
P
L
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D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
CD05
132 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
AC
C
E
S
S
&
B
I
K
E
R
A
M
P
D
E
T
A
I
L
S
CO
M
M
E
R
C
I
A
L
R
O
A
D
CO
M
M
E
R
C
I
A
L
R
O
A
D
SCALE, FEET0 5 10
CO
M
M
E
R
C
I
A
L
R
O
A
D
SCALE, FEET0 5 10
UPPER LOWER
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
SS
SS
SS
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/
S S
OH
U
/ /
/
/
/
/
/
/
/ / / / / / / // / / / / / / /
/ / / / /
/
/
/
/ / / / / / / /
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
VA
U
L
T
EL
E
C
EL
E
C
EL
E
C
EL
E
C
VA
U
L
T
EL
E
C
VA
U
L
T
EL
E
C
G G G G G G G G G G G G
G
G G G G G G G G G G G G G
EEEEEEEEEEEEEEEEEEEEEEEEE
E
E
EEEE
G
G
G
G
G G G G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
E
E
E
E
E
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
12
"
W
12
"
W
12
"
W
12
"
W
E E
E
T
T
T
T
T
EEEE
HYD
T
S
T
S
H2
O
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
8" A
B
D
N
W
8" A
B
D
N
W
8" A
B
D
N
W
8" A
B
D
N
W
8"
A
B
D
N
W
8"
A
B
D
N
W
8"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6" ABDN W
6" A
B
D
N
W
6" A
B
D
N
W
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
10'SL'
11'SL'
12'SL'
13'SL'
14'SL'
15'SL'
16'SL'
9'SR'
10'SR'11'SR'
12'SR'
13'SR'
14'SR'
15'SR'
16'SR'
14'SM'
15'SM'
600
601 602
603
604
605
606
607
608
609
643
644 645
STATION & OFFSET TABLE
POINT
600
601
602
603
604
605
606
607
608
609
643
644
645
STATION
13+51.25'SR'
10+15.30'SR'
10+36.83'SR'
10+10.49'SR'
10+24.73'SL'
10+25.78'SL'
10+66.77'SL'
14+16.08'SR'
14+33.73'SR'
14+53.21'SR'
14+79.04'SL'
14+88.82'SR'
15+27.76'SR'
OFFSET
3.00' LT
21.93' RT
22.42' RT
77.10' RT
14.80' LT
29.72' LT
12.95' LT
41.50' RT
36.42' RT
30.50' RT
30.50' LT
30.50' RT
30.50' RT
Y
123944.821
123966.191
124020.172
123958.276
124022.294
124008.439
124010.193
124044.918
124026.220
124045.853
124075.520
124081.447
124121.872
X
214485.926
214428.476
214429.918
214542.306
214533.012
214532.141
214502.177
214557.124
214527.537
214522.137
214439.399
214523.087
214523.183
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
12" W 12" W 12" W 12" W 12" W 12" W
12" W
E
E E E E E E E
VAULT E E E E E E E E
E
E
E
E
E E E E E E
E
E E
E
E
E
E E E
E
E
E E
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8" S
S
8" S
S
8" SS 8" SS 8" SS 8" SS
12"
W
12"
W
12
"
W
12
"
W
12
"
W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8"
W
8"
W
8"
W
8"
W
8"
W
WAY 2 321WAY 1 321
WAY 3 321
WAY 4 321 WAY 5 321
EE
E E E E
E
E
E E E E E E E E E E E E E
E
E
E
E
E
E E E E E
E
E
E
E E E E
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E E E E E E E E
E E E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
PD01
133 of 168
FRONTAGE RD
FRONTAGE RD
E
P
R
O
S
P
E
C
T
R
D
E
P
R
O
S
P
E
C
T
R
D
MA
T
C
H
L
I
N
E
1
6
+
0
0
'
S
R
'
5'
8'
31
'
24
'
10
'
10
'
7'2.
5
'
1.
5
'
1.
5
'
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
1
1
0
1
_
P
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
01
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
5'
8'
2.
5
'
2.
5
'
24'
24'
PL
A
N
D
E
T
A
I
L
S
CDOT ROW
TRACT G
TRACT F
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
31
'
20
'
20
'
7'
R5
0
0
'
R8
0
0
'
R3'
R1
0
2
0
'
R1
0
0
'
R1
5
'
R1
5
'
5' SIDEWALK
31
'
CONCRETE PAVEMENT
(SEE PAVEMENT DETAIL)
LEGEND
CONCRETE PAVEMENT
(DAVIS COLOR TILE RED)
TRUCK APRON, CONCRETE PAVEMENT
(DAVIS COLOR TILE COCOA)
ASPHALT PAVEMENT
(SEE PAVEMENT DETAIL)
TEMPORARY PAVEMENT
(TRANSITION)
R3
5
'
R3
0
'
8'
5'
5'
2.
5
'
8'
SAWCUT
R2
0
'
R20
'
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X
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X
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X
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X
GAS
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
15'N
W
L
'
12
'
N
E
L
'
13'N
E
L
'
12
'
N
E
R
'
13'N
E
R
'
16
'
S
L
'
16
'
S
R
'
21'SEL'
21'SEL'
10'SWL'
11'S
W
L
'
10'SWR'
11'SWR
'
21'SER'
610
611
612
613
614
615
616
617
618
619
620
621
622
27"
S
S
27"
S
S
27"
S
S
27"
S
S
27"
S
S
12
"
W
12"
W
12"
W
12"
W
12
"
W
12
"
W
12
"
W
12
"
W
8" W
12
"
W
12
"
W
12
"
W
12"
W
12"
W
12"
W
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VAU
L
T
E
E
E
E
E
E
E
E
E
E
VAULT
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
12"
W
12"
W
12" W
UD
UD
UD
UD
UD
UD
15'NWR'
13'N
W
R
'
14'N
W
R
'
15'
N
W
R
'
STATION & OFFSET TABLE
POINT
610
611
612
613
614
615
616
617
618
619
620
621
622
STATION
14+97.77'NWR'
15+28.25'NWR'
15+34.81'NWR'
10+89.64'SWR'
11+23.78'SWR'
11+30.40'SWR'
16+67.15'SL'
16+67.54'SR'
20+06.51'SER'
20+18.10'SER'
11+46.34'NER'
11+54.07'NER'
20+46.90'SER'
OFFSET
3.00' LT
20.97' LT
3.50' LT
3.00' LT
21.84' LT
2.00' LT
3.00' RT
2.00' LT
3.00' LT
25.56' LT
3.00' LT
29.29' LT
3.00' LT
Y
124462.694
124440.164
124428.313
124310.925
124338.775
124318.712
124260.929
124258.960
124310.641
124334.765
124429.501
124444.511
124313.716
X
214415.452
214446.504
214431.716
214369.916
214403.735
214410.821
214476.949
214502.462
214588.554
214597.535
214568.413
214545.064
214629.362
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
1
1
0
1
_
P
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
02
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PD02
134 of 168
FR
O
N
T
A
G
E
R
D
MAT
C
H
L
I
N
E
1
3
+
0
0
'
N
E
R
'
MATCHLINE 16+00'SR'
FR
O
N
T
A
G
E
RD
5'
2.5
'
1.5'
12'
10
'
10'
10
'
10'
10
'
1.5'
8'
7'
5'
10'
13.2'
12'
2.5'
7'
5'
6'
2.5
'
5'
19'
19'
2.5
'
6.5
'5'
5'
10'
10'
CO
M
M
E
R
C
I
A
L
STR
E
E
T
E
COMMER
C
I
A
L
BOX E
L
D
E
R
CREEK
R300
'
R28
8
'
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
PL
A
N
D
E
T
A
I
L
S
TRACT F
TRACT G
TRACT D
10
'
S
I
D
E
W
A
L
K
10
'
S
I
D
E
W
A
L
K
10
'
S
I
D
E
W
A
L
K
10' S
I
D
E
W
A
L
K
10
'
S
I
D
E
W
A
L
K
5' S
I
D
E
W
A
L
K
R3'
R10
0
'
R75'
R20
0
'
9.5'
9.5'2.5'
19.1
'
R100'
R2
'
1.5
'
1.5
'
R5
0
0
'
R1
5
0
'
R8
5
'
R1
0
0
'
22
.
2
'
9.
5
'
9.5'
2.
5
'
20
.
5
'
R100
'
R322
'
1.5'
1.5'
2.5'
22.2'
10'
1.5'
R25
0
'
10'
9.5'
R150'
R80'
20.3
'
R100
'
5'
5' SIDE
W
A
L
K
R2'
R3
'
R3'
R100'
R400'
5' SIDEWALK
18
.
7
'
R3
'
R3'
R3'13
'
14
.
6
'
17
.
2
'
16.3'
20.0'
R2
0
0
'
16
.
4
'
17
.
5
'
14
.
5
'
R10
0
'
R3
0
0
'
R1
5
0
'
R90
'
2.5
'
1.5'
1.5'
14
.
5
'
2.
5
'
10
'
9.5
'
5'
R100'
20.8
'
21'
21
'
21
'
10'
R100
'
1.
5
'
1.
5
'R2'
R3
'
21
'
10'
R400'
19.1'
R200'
R100'
9.5'
2.5'
2.5'
R55
'
R10
0
'
2.5'
10
'
21
.
3
'
14.0
'
18
.
8
'
21'
1.5'
1.5'
R3
'
R2'
R3'
R150
'
R7
0
'
R15
0
'
R75
'
10"
6.5
'
R40
0
'
7'
7'
CONCRETE PAVEMENT
(SEE PAVEMENT DETAIL)
LEGEND
CONCRETE PAVEMENT (X.X-INCH) 21.53 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 20.80 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 20.58 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 20.02 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 16.29 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 22.15 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 19.58 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 21.45 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 19.86 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 20.25 SY
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (X.X-INCH) 2,067.73 SY
TRUCK APRON, CONCRETE PAVEMENT
(DAVIS COLOR TILE COCOA)
TRUCK APRON, CONCRETE PAVEMENT (X.X-INCH) 321.81 SY
(DAVIS COLOR TILE COCOA)
ASPHALT PAVEMENT
(SEE PAVEMENT DETAIL)
ASPHALT PAVEMENT 374.27 SY
ASPHALT PAVEMENT 3732.83 SY
(INCLUDES ASPHALT ON SHEET PD03)
ASPHALT PAVEMENT 4617.99 SY
(INCLUDES ASPHALT ON SHEET PD01)
ASPHALT PAVEMENT 185.84 SY
ASPHALT PAVEMENT 160.45 SY
TEMPORARY PAVEMENT
(TRANSITION)
10'
10
'
10'
10
'
10'
10'
10
'
10
'
10'
10'
R96'
R96
'
R96
'
R96'
R9
6
'
TRANSITION GUTTER SLOPE
FROM 8.33% TO 1.8% IN 20'
PRIOR TO BRIDGE
TRANSITION GUTTER SLOPE
FROM 8.33% TO 1.8% IN 20'
PRIOR TO BRIDGE
8'
DEAD-END BARRICADE REQUIRED
UNTIL THIS ROAD IS COMPLETED
DEAD-END BARRICADE REQUIRED
UNTIL THIS ROAD IS COMPLETED
/ / / / / / / /
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/ / / / / / / /
XXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
GAS
VAULT
ELEC E E E E E E
E
E
G
G
G
GGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
27
"
S
S
27
"
S
S
8" SS
8" SS
8" SS
8" SS 8" S
S
8" S
S
8" S
S
8" S
S
8" S
S
8" S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL BL BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL BL BL BL BL BL
8" SS
8" SS
8" SS
8" SS
8" SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
13'N
E
L
'
14'NE
L
'
15'NEL'
16'NEL'
17'NEL'
18'NEL'
19'NEL'
13'N
E
R
'
14'NE
R
'
15'NER'
16'NER'
17'NER'
18'NER'
19'NER'
628
629
STATION & OFFSET TABLE
POINT
628
629
STATION
15+36.28'NER'
16+02.28'NER'
OFFSET
36.19' RT
36.00' RT
Y
124611.003
124616.106
X
214864.670
214930.472
8"
W
12
"
W
12"
W
12"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E
E
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E E E E
8"
W
12"
W
12"
W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD UD
UD
UD UD UD
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
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A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
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0
2
1
1
0
1
_
P
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
03
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PD03
135 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
FRONTAGE RD
MAT
C
H
L
I
N
E
1
3
+
0
0
'
N
E
R
'
FRO
N
T
A
G
E
R
D
5'8'
2.5
'
22'
R2
6
6
'
R3
2
2
'
19
'
19
'
KEY MAP
N
SCALE, FEET 0 10 20
36'
17
.
6
'
12
'
TRACT G
5' SIDEWALK
5' SIDEWALK
TRACT D
5' S
I
D
E
W
A
L
K
5' S
I
D
E
W
A
L
K
PL
A
N
D
E
T
A
I
L
S
5'
8'
2.5
'
22'
R15
'
R5
9
2
'
R1
5
'
R2
0
8
'
8'
8'
5'
5'
CONCRETE PAVEMENT
(SEE PAVEMENT DETAIL)
LEGEND
CONCRETE PAVEMENT
(DAVIS COLOR TILE RED)
TRUCK APRON, CONCRETE PAVEMENT
(DAVIS COLOR TILE COCOA)
ASPHALT PAVEMENT
(SEE PAVEMENT DETAIL)
ASPHALT PAVEMENT 3732.83 SY
(INCLUDES ASPHALT ON SHEET PD02)
TEMPORARY PAVEMENT
(TRANSITION)
SAWCUT
12
'
19
'
2.
5
'
2.
5
'
17'NW'
15
'
N
W
'
16'
N
W
'
17
'
N
W
'
4911.60
4911.95
4912.33
4912.70
4912.98
4913.09
4913.03
4912.90
4912.78
4912.63
4912.45
10'SWR'
11'SWR
'
4911.68
4912.07
4912.48
4912.88
4913.12
4912.16
4912.63 4913.10
4913.27
16
'
S
W
'
17'S
W
'
18'
S
W
'
18'SW'
4911.83
4912.45 4912.95
4913.34
4913.33
4912.93
4912.35
14'ICD'10'ICD'
11
'
I
C
D
'
12'ICD'
13
'
I
C
D
'
14'ICD'
4911.61
16
'
S
L
'
4913.70
4913.25
4912.70
4911.98
16 4912.21
4912.91
4913.45
4913.88
16
'
S
E
'
17'SE
'
18'SE'
18'SE'
4912.06
4912.81
4913.36
4913.78
4914.08
4914.08
4913.77
4913.39
4913.01
21'SER'4914.37
4914.00
4913.62
4913.25
21'SEL'
4914.57
4914.19
4913.73
4913.27 10'NE'
11'
N
E
'
12
'
N
E
'
4913.26
4913.74
4914.22
4914.50
4914.37
4913.90
4913.40
4912.90
4912.43
4912.89
4913.31
4913.76
4914.21
4914.38
4914.15
4913.86
4913.48
4913.11
4912.67
4912.75
4913.01
4913.44
4913.74
4913.78
4913.54
4913.15
4912.85
4912.70
4912.56
4913.39
4913.58
4913.42
4913.18
4913.06
4913.06
4912.81
4913.18
4913.31
15'
N
W
R
'
15'N
W
L
'
4912.93
15'N
'
16'N'
12
'
N
E
L
'
12
'
N
E
R
'
4914.54
4914.71
4914.88
4915.04
4915.05
4914.89
4914.69
4914.52
4914.32
4914.12
4913.92
4913.72
4913.54
4913.53
4914.374914.19
4914.02
4913.85
4913.68
-2.00%
-2.
3
7
%
-2
.
0
0
%
-2
.
1
3
%
-2.00%
-2.36%
-2.
0
0
%
-2
.
2
5
%
-2.
0
0
%
-2.15%
4913.62
4913.79
4913.97
4914.19
4914.39
4914.53
4914.70
4914.68
4914.58
4914.39
4914.21
4914.034913.89
4913.67
4913.50
4913.38
4913.23
4913.22
4913.43
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
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C
T
-
F
O
R
T
C
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L
L
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S
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C
3
D
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T
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1
4
0
1
_
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D
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D
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M
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:
02
P
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O
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A
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E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
JD01
136 of 168
FR
O
N
T
A
G
E
R
D
FR
O
N
T
A
G
E
R
D
CO
M
M
E
R
C
I
A
L
STR
E
E
T
E
COMMER
C
I
A
L
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
JO
I
N
T
D
E
T
A
I
L
S
12'
15'
6'
12
'
12'
12'
12
'
12'
12'
12
'
12
'
12'
6'
15
'
(15' M
A
X
)
(15' MAX)
10
'
10'
10'
10
'
10'
10'
10
'
10
'
15'
6'
6'
15'
6'
15
'
10'
10'
TRANSITION GUTTER SLOPE
FROM 8.33% TO 1.8% IN 20'
PRIOR TO BRIDGE
OH
U
/ /
/
/
/
/
/
/
X
X
X
X
X
VA
U
L
T
EL
E
C
EL
E
C
G G G G G G G G G G G G
G
G G G G G G G G G
E
EE
G
G
G G
G
G
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
E
E
E
E
12
"
W
12
"
W
12
"
W
12
"
W
E E
T
T
T
T
T
EEE
HYD
H2
O
8"
A
B
D
N
W
8"
A
B
D
N
W
8"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
BDN W
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
ON
L
Y
ON
L
Y
9'SL'
10'SL'
11'SL'
12'SL'
13'SL'
14'SL'
15'SL'
16'SL'
9'SR'
10'SR'
11'SR'
12'SR'
13'SR'
14'SR'
15'SR'
16'SR'
R4
0
0
'
12+07'SR'
12+60'SL',
12.00' L
13+98'SL'
15+44'SL',
12.00' L
14+25'SL',
12.00' L
10+64'SR',
5.39' L
12+65'SR',
12.00' R
13+71'SR',
12.00' R 14+23'SR',
15.00' R 15+09'SR',
12.00' R
PS01
FRONTAGE RD
FRONTAGE RD
E
P
R
O
S
P
E
C
T
R
D
MA
T
C
H
L
I
N
E
1
6
+
0
0
'
S
R
'
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
4
5
0
1
_
P
S
A
N
D
P
M
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
01
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
SI
G
N
I
N
G
A
N
D
P
A
V
E
M
E
N
T
M
A
R
K
I
N
G
W3-2A
YIELD AT
ROUNDABOUT 24"X18"
30"X30"ENDS
LANE
R3-16a
18"X24"
A B C
A
B
C
SIGNING LEGEND (THIS SHEET):
1
6
6
D1-5
Frontage
Road
Street
E
48"x96"
2
8" SOLID WHITE
4" SOLID YELLOW
YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP
4" WHITE SKIP, 2' w/4' GAP
8" WHITE SKIP, 2' w/4' GAP
4" SOLID WHITE
TURN ARROW
12" DIAGONAL GORE STRIPING (25' SPACING, 45O TO LANE)
12" WHITE CROSS-WALK
4" DOUBLE YELLOW CENTERLINE
18" STOP BAR
"YIELD" WORD
BIKE LANE SYMBOL
BIKE LANE GREEN STRIPING
"ONLY" WORD
1
2
3
4
5
6
7
8
9
10
11
12
13
STRIPING LEGEND:
GENERAL SIGNING NOTES:
1. Signs typical at each approach leg style.
2. All proposed striping and signing must be approved by the city traffic engineer.
3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb face from leading edge of crosswalk.
4. All signs shall be a minimum clearance of 18" from closest point of sign face to back of curb.
5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above median cap. Telespar sleeve blank
to extend 36" minimum below surface.
GENERAL STRIPING NOTES:
1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and markings
within the roundabout area inside the pedestrian crossings.
2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an
approved grinding process so that markings are flush with the riding surface (125 mils).
3. All proposed striping must be approved by the Local Entity Engineer.
300' FROM LEADING EDGE OF CROSSWALK AT ROUNDABOUT (SEE NOTE 3)150' (SEE NOTE 3)
7
2
2
2
R3
0
'
12
'
R4
0
0
'
12
'
3'
5'
(MOUNTED ON
SINGLE POST)
K
30"X30"
OM1-2
R4-7
24"X30"
R2-1
SPEED
LIMIT
30
24"X30"
F G K
F
G
6
4
4
(THRU / LEFT TURN LANE)
(BIKE LANE)
(THRU LANE)
(BIKE LANE)
(RIGHT TURN LANE)
11
'
3'
(BIKE BUFFER)
(BIKE BUFFER)
14
14
3'
6
5'
12
'
12
'
12
'
(RIGHT TURN LANE)
12
'
3'
5'
7
1
7
4
9
9
9
13
1
15
11
3'
5'
4
11
'
137 of 168
1
11
7
7
7
6
15
15
14
16
45
°45°
14
11
7
YIELD
YIELD
YIELD
YIELD
YIE
L
D
10'ICD'
11
'
I
C
D
'
12'ICD'
13
'
I
C
D
'
14'ICD'
14'ICD'
11'NEL'
12
'
N
E
L
'
13'N
E
L
'
11'NER'
12
'
N
E
R
'
13'N
E
R
'
14'NE
R
'
15'NWR'
13'N
W
R
'
14'N
W
R
'
15'
N
W
R
'
16
'
S
L
'
16'SL'
16
'
S
R
'
16'SR'
20'SEL'
21'SEL'
21'SEL'
20'SER'
21'SER'
10'SWL'
11'S
W
L
'
11'SWL'
11'SWR'
10'SWR'
11'SWR
'
15'NWL'
15'N
W
L
'
R30
0
'
R50
0
'
R314
'
R250
'
20'
20'
20'
20
'
20'
R400'
13+02'NWR',
11.00' R
14+02'NWR',
11.00' R
14+14'NWR',
11.00' L
12+73'NER',
14.11' R
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
4
5
0
1
_
P
S
A
N
D
P
M
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
02
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PS02
138 of 168
FR
O
N
T
A
G
E
R
D
MAT
C
H
L
I
N
E
1
3
+
0
0
'
N
E
R
'
MATCHLINE 16+00'SR'
FR
O
N
T
A
G
E
R
D
CO
M
M
E
R
C
I
A
L
STR
E
E
T
E
COMMER
C
I
A
L
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
SI
G
N
I
N
G
A
N
D
P
A
V
E
M
E
N
T
M
A
R
K
I
N
G
W3-2A
YIELD AT
ROUNDABOUT 24"X18"
30"X30"
ENDS
LANE
R3-16a
18"X24"
C
SIGNING LEGEND (THIS SHEET):
W11-2
30"X30"
W16-7L
24"X12"
D
YIELD
R1-2
36"X31"
D1-1 (STREET NAME SIGN DETAIL)
Street Name Blvd
1010
XX"x12"
R4-7
24"X30"
E F
W1-8a
54"X24"
G H
I
GENERAL SIGNING NOTES:
1. Signs typical at each approach leg style.
2. All proposed striping and signing must be approved by the city traffic engineer.
3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb
face from leading edge of crosswalk.
4. All signs shall be a minimum clearance of 18" from closest point of sign face to
back of curb.
5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above
median cap. Telespar sleeve blank to extend 36" minimum below surface.
C
D
D
D
D
D
D
D
D
D
D
E
E
E
E
E
F
G
F
G
F
G
I
I
I
I
I
H
3
3
3
3
3
1
1
1
1
1
9
9
99
9
9
9 9
9
9
2
2
10
2
10
6
6
6
6
2
2
2
2
22
2 2
GENERAL STRIPING NOTES:
1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and
markings within the roundabout area inside the pedestrian crossings.
2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an
approved grinding process so that markings are flush with the riding surface
(125 mils).
3. All proposed striping must be approved by the Local Entity Engineer.
150
'
F
R
O
M
L
E
A
D
I
N
G
E
D
G
E
O
F
C
R
O
S
S
W
A
L
K
T
O
Y
I
E
L
D
A
H
E
A
D
S
I
G
N
S
(
S
E
E
N
O
T
E
3
)
30
0
'
F
R
O
M
L
E
A
D
I
N
G
E
D
G
E
OF
C
R
O
S
S
W
A
L
K
T
O
Y
I
E
L
D
AH
E
A
D
S
I
G
N
S
(
S
E
E
N
O
T
E
3
)
B
B
250
'
(
S
E
E
N
O
T
E
3
)
C
R3
0
'
10
6
R30'
2
2
2
2
2
2
2
2
12
12
12
12
12
(MOUNTED ON
SINGLE POST)
4
4
4
12+85'NEL'
4
L
R2-1
SPEED
LIMIT
25
24"X30"
L
(MOUNTED ON
SINGLE POST)
(MOUNTED ON
SINGLE POST)
4
30"X30"
OM1-2
13
13
W?-?
ENDS
SIDEWALK
AHEAD
M
18"X18"
M
R11-2
CLOSED
ROAD
48"X30"
N
N
N
TEMPORARY DEAD END BARRICADES
(SEE LARIMER COUNTY STANDARD
DRAWING 1413)
TEMPORARY DEAD END BARRICADES
(SEE LARIMER COUNTY STANDARD
DRAWING 1413)
8" SOLID WHITE
4" SOLID YELLOW
YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP
4" WHITE SKIP, 2' w/4' GAP
8" WHITE SKIP, 2' w/4' GAP
4" SOLID WHITE
TURN ARROW
12" DIAGONAL GORE STRIPING (25' SPACING, 45O TO LANE)
12" WHITE CROSS-WALK
4" DOUBLE YELLOW CENTERLINE
18" STOP BAR
"YIELD" WORD
BIKE LANE SYMBOL
BIKE LANE GREEN STRIPING
"ONLY" WORD
1
2
3
4
5
6
7
8
9
10
11
12
13
STRIPING LEGEND:
14
15
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ /
GAS
VAULT
E E E E E E
E E
G
G
G
GGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27
"
S
S
8" SS
8" SS
8" SS
8" SS 8" S
S
8" S
S
8" S
S
8" S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL BL BL BL BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
13'N
E
L
'
14'NE
L
'
15'NEL'
16'NEL'
17'NEL'
18'NEL'
19'NEL'
13'N
E
R
'
14'NE
R
'
15'NER'
16'NER'
17'NER'
18'NER'
19'NER'
12+73'NER',
14.11' R
15+36'NER',
11.20' R
16+02'NER',
11.00' R
15+87'NER',
0.50' L
15+87'NEL',
0.00'
17+27'NER',
0.00'
19+08'NER',
0.00'
19+32'NEL',
1.00' L
/ /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
E
G
G
ST
19'NEL'
19'NEL'
19'NER'
19'NER'
19+08'NER',
0.00'
19+32'NEL',
1.00' L
19+50'NEL',
0.00'
19+50'NER',
0.00'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
4
5
0
1
_
P
S
A
N
D
P
M
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
03
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PS03
139 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
FRONTAGE RD
MAT
C
H
L
I
N
E
1
3
+
0
0
'
N
E
R
'
FRO
N
T
A
G
E
R
D
KEY MAP
N
SCALE, FEET 0 10 20
SI
G
N
I
N
G
A
N
D
P
A
V
E
M
E
N
T
M
A
R
K
I
N
G
D1-5
Frontage
Road
Street
E
48"x96"
W3-2A
YIELD AT
ROUNDABOUT 24"X18"
30"X30"
B
GENERAL SIGNING NOTES:
1. Signs typical at each approach leg style.
2. All proposed striping and signing must be approved by the city traffic engineer.
3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb face from leading edge of crosswalk.
4. All signs shall be a minimum clearance of 18" from closest point of sign face to back of curb.
5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above median cap. Telespar sleeve blank
to extend 36" minimum below surface.
SIGNING LEGEND (THIS SHEET):
GENERAL STRIPING NOTES:
1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and
markings within the roundabout area inside the pedestrian crossings.
2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an
approved grinding process so that markings are flush with the riding surface
(125 mils).
3. All proposed striping must be approved by the Local Entity Engineer.
J
J
B
R4-7
24"X30"
F G
F
G
2
2
6
6
10
8
10
150'
F
R
O
M
L
E
A
D
I
N
G
E
D
G
E
O
F
C
R
O
S
S
W
A
L
K
A
T
R
O
U
N
D
A
B
O
U
T
(
S
E
E
N
O
T
E
3
)
150' (SEE NOTE 3)
R2
0
0
'
K
R2-1
SPEED
LIMIT
30
24"X30"
(MOUNTED ON
SINGLE POST)
K
7
30"X30"
OM1-2
FRONTAGE
R
D
10
10
1
1
106
6
13+85'NEL'
PAV
E
M
E
N
T
M
A
R
K
I
N
G
C
O
N
T
I
N
U
E
D
MATCH INTO EXISTING
PAVEMENT MARKING
6
6
14
13
(THRU LANE)
(LEFT TURN LANE)
(BIKE LANE)
(THRU LANE)
(BIKE LANE)
(BIKE BUFFER)
(BIKE BUFFER)
(LEFT TURN LANE)
W?-?
ENDS
SIDEWALK
AHEAD
M
M
18"X18"
7
4
4
13
8" SOLID WHITE
4" SOLID YELLOW
YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP
4" WHITE SKIP, 2' w/4' GAP
8" WHITE SKIP, 2' w/4' GAP
4" SOLID WHITE
TURN ARROW
12" DIAGONAL GORE STRIPING (25' SPACING, 45O TO LANE)
12" WHITE CROSS-WALK
4" DOUBLE YELLOW CENTERLINE
18" STOP BAR
"YIELD" WORD
BIKE LANE SYMBOL
BIKE LANE GREEN STRIPING
"ONLY" WORD
1
2
3
4
5
6
7
8
9
10
11
12
13
STRIPING LEGEND:
14
15
OH
U
/ /
/
/
/
/
/
/
X
X
X
X
X
VA
U
L
T
EL
E
C
EL
E
C
G G G G G G G G G G G G
G
G G G G G G G G G
E
EE
G
G
G G
G
G
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
E
E
E
E
12
"
W
12
"
W
12
"
W
12
"
W
E E
T
T
T
T
T
EEE
HYD
H2
O
8"
A
B
D
N
W
8"
A
B
D
N
W
8"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
BDN W
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
9'SL'
10'SL'
11'SL'
12'SL'
13'SL'
14'SL'
15'SL'
16'SL'
9'SR'
10'SR'
11'SR'
12'SR'
13'SR'
14'SR'
15'SR'
16'SR'
R4
0
0
'
ON
L
Y
ON
L
Y
ON
L
Y
12+60'SL',
12.00' L
13+98'SL'
15+44'SL',
12.00' L
14+25'SL',
12.00' L
12+65'SR',
12.00' R
13+71'SR',
12.00' R 14+23'SR',
15.00' R 15+09'SR',
12.00' R
13+04'SR',
12.00' L
PS04
140 of 168
FRONTAGE RD
FRONTAGE RD
E
P
R
O
S
P
E
C
T
R
D
MA
T
C
H
L
I
N
E
1
6
+
0
0
'
S
R
'
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
2
4
5
0
2
_
P
S
A
N
D
P
M
(
U
L
T
I
M
A
T
E
)
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
01
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
SI
G
N
I
N
G
A
N
D
P
A
V
E
M
E
N
T
M
A
R
K
I
N
G
W3-2A
YIELD AT
ROUNDABOUT 24"X18"
30"X30"ENDS
LANE
R3-16a
18"X24"
A B C
A
B
C
SIGNING LEGEND (THIS SHEET):
1
4
7
7
4
6
1
6
D1-5
Frontage
Road
Street
E
48"x96"
10
2
2
GENERAL SIGNING NOTES:
1. Signs typical at each approach leg style.
2. All proposed striping and signing must be approved by the city traffic engineer.
3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb face from leading edge of crosswalk.
4. All signs shall be a minimum clearance of 18" from closest point of sign face to back of curb.
5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above median cap. Telespar sleeve blank
to extend 36" minimum below surface.
300' FROM LEADING EDGE OF CROSSWALK AT ROUNDABOUT (SEE NOTE 3)150' (SEE NOTE 3)
11
6
7
2
1
7
7
2
2
R3
0
'
12
'
R4
0
0
'
12
'
12
'
12
'
3'
5'
12
'
12
'
3'
5'
(MOUNTED ON
SINGLE POST)
K
30"X30"
OM1-2
R4-7
24"X30"
R2-1
SPEED
LIMIT
30
24"X30"
F G K
F
G
6
4
4
11
'
(THRU LANE)
(LEFT TURN LANE)
(BIKE LANE)
(RIGHT TURN LANE)
(THRU LANE)
(BIKE LANE)
5'
14
14 13
(RIGHT TURN LANE)11
'
3'
3'
(BIKE BUFFER)
(BIKE BUFFER)
7
6
R6
5
'
14
NOTE:
THIS SHEET REPRESENTS PAVEMENT
MARKING AND SIGNING IN THE ROADWAY'S
ULTIMATE CONFIGURATION.
11
1
7
GENERAL STRIPING NOTES:
1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and markings
within the roundabout area inside the pedestrian crossings.
2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an
approved grinding process so that markings are flush with the riding surface (125 mils).
3. All proposed striping must be approved by the Local Entity Engineer.
8" SOLID WHITE
4" SOLID YELLOW
YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP
4" WHITE SKIP, 2' w/4' GAP
8" WHITE SKIP, 2' w/4' GAP
4" SOLID WHITE
TURN ARROW
12" DIAGONAL GORE STRIPING (25' SPACING, 45O TO LANE)
12" WHITE CROSS-WALK
4" DOUBLE YELLOW CENTERLINE
18" STOP BAR
"YIELD" WORD
BIKE LANE SYMBOL
BIKE LANE GREEN STRIPING
"ONLY" WORD
1
2
3
4
5
6
7
8
9
10
11
12
13
STRIPING LEGEND:
14
15
9
9
9
15
15
15
7
(LEFT TURN LANE)
5'
5'
5'
7
11
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
/ / / / / / / // / / / / / / // / / / / / / /
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G G G G G G G G G G G G
G
G G G G G G G G G G G G G
EEEEEEEEEEEEEEEEEEEEEEEEE
E
E
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G
G
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G G G G
G
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U
OH
U
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U
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U
OH
U
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U
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U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
E
E
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E
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SS
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SS
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12
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E E
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HYD
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8" A
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D
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D
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8" A
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D
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8"
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A
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A
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6"
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6"
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6"
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D
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6"
A
B
D
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6"
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B
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6" ABDN W
6" A
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6" A
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D
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9+87'SL'
10+00'SL'
11+00'SL'
12+00'SL'
13+00'SL'
14+00'SL'
15+00'SL'
16+00'SL'
9+89'SR'
10+00'SR'
11+00'SR'
12+00'SR'
14+00'SR'
15+00'SR'
16+00'SR'
9+98'SE'
10
+
0
0
'
S
E
'
11+00'
S
E
'
12+00'SE'
13+00'SE'
14+00'SE'
15+00'SE'
16+00'SE'
10+04'SW'
11+00'SW'
12+00'SW'
13+00'SW'
14+00'SW'
15+00'SW'
N1° 31' 47"E
N7° 14' 26"E
N1° 31' 47"E
N4° 49' 05"E
N1° 31' 47"E
N4° 49' 05"E
N1° 31' 47"E
N3° 20' 47"W
N1° 31' 47"E
N8° 11' 47"W
N7° 14' 26"E
N1° 31' 47"E
N15° 24'
0
1
"
W
PI STA = 10+54.99'SW'
Y = 123635.297
X = 214410.644
DELTA = 79°18'23"
D = 92°24'45"
T = 51.39'
L = 85.82'
R = 62.00'
PC STA = 10+03.60'SW'
Y = 123636.771
X = 214359.277
PT STA = 10+89.42'SW'
Y = 123685.498
X = 214421.623
BK = S88°21'23"E
AH = N12°20'14"E
PI STA = 11+17.98'SW'
Y = 123713.406
X = 214427.727
DELTA = 10°48'27"
D = 18°58'20"
T = 28.57'
L = 56.97'
R = 302.00'
PC STA = 10+89.42'SW'
Y = 123685.498
X = 214421.623
PT STA = 11+46.38'SW'
Y = 123741.963
X = 214428.490
BK = N12°20'14"E
AH = N01°31'47"E
PI STA = 10+16.52'SE'
Y = 123649.414
X = 214574.558
DELTA = 6°57'20"
D = 18°58'20"
T = 18.35'
L = 36.66'
R = 302.00'
PC STA = 9+98.17'SE'
Y = 123645.970
X = 214592.585
PT STA = 10+34.83'SE'
Y = 123655.015
X = 214557.081
BK = N79°11'03"W
AH = N72°13'44"W
PI STA = 10+73.78'SE'
Y = 123666.905
X = 214519.986
DELTA = 56°49'42"
D = 79°34'39"
T = 38.95'
L = 71.41'
R = 72.00'
PC STA = 10+34.83'SE'
Y = 123655.015
X = 214557.081
PT STA = 11+06.24'SE'
Y = 123704.459
X = 214509.641
BK = N72°13'44"W
AH = N15°24'01"W
PI: 15+22.88'SR'
PI: 10+50.37'SR'
PI: 10+49.39'SL'
PI: 14+53.78'SL'PI
:
1
2
+
5
9
.
6
8
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W
'
PI
:
1
3
+
7
0
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2
3
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:
1
4
+
5
4
.
3
6
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:
1
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+
8
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1
2
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:
1
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9
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:
1
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+
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9
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:
1
2
+
6
1
.
2
9
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PI: 14+19.62'SE'
PI
:
1
5
+
0
6
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5
8
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E
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PI: 1
0
+
7
3
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7
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:
1
1
+
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5
.
9
4
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E
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PI
:
1
5
+
0
6
.
5
8
'
S
E
'
15+29'SM'
13+03'SM'
14+00'SM'
15+00'SM'
N5° 35' 43"W
PI STA = 14+83.45'SM'
Y = 124076.106
X = 214470.051
DELTA = 10°24'48"
D = 11°27'33"
T = 45.56'
L = 90.87'
R = 500.00'
PC STA = 14+37.89'SM'
Y = 124030.761
X = 214474.493
PT STA = 15+28.76'SM'
Y = 124121.507
X = 214473.878
BK = N05°35'43"W
AH = N04°49'05"E
BP
:
9
+
8
7
.
1
6
'
S
L
'
PC
:
1
4
+
2
5
.
0
8
'
S
L
'
PC
:
1
5
+
9
9
.
0
6
'
S
L
'
PT
:
1
1
+
1
1
.
5
1
'
S
L
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PT
:
1
4
+
8
2
.
4
7
'
S
L
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BP
:
9
+
8
9
.
1
3
'
S
R
'
PC
:
1
4
+
8
8
.
8
2
'
S
R
'
PC
:
1
6
+
0
5
.
0
7
'
S
R
'
PT
:
1
5
+
5
6
.
9
0
'
S
R
'
PT
:
1
1
+
1
1
.
5
1
'
S
R
'
BP: 9+98.17
'
S
E
'
PC
:
1
1
+
1
5
.
5
2
'
S
E
'
PC: 1
4
+
0
6
.
9
1
'
S
E
'
PC
:
1
4
+
8
8
.
8
2
'
S
E
'
PC
:
1
5
+
8
2
.
5
8
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S
E
'
PT
:
1
1
+
5
5
.
8
3
'
S
E
'
PT
:
1
4
+
2
9
.
9
5
'
S
E
'
PT
:
1
5
+
2
4
.
3
3
'
S
E
'
PT
:
1
1
+
0
6
.
2
4
'
S
E
'
PCC: 10
+
3
4
.
8
3
'
S
E
'
BP: 10+03.60'SW'
PC
:
1
4
+
2
5
.
0
8
'
S
W
'
PC
:
1
5
+
5
5
.
9
4
'
S
W
'
PT
:
1
4
+
8
3
.
6
2
'
S
W
'
PT
:
1
1
+
4
6
.
3
8
'
S
W
'
PC
C
:
1
0
+
8
9
.
4
2
'
S
W
'
BP
:
1
3
+
0
3
.
0
6
'
S
M
'
EP
:
1
5
+
2
8
.
7
6
'
S
M
'
PC
:
1
4
+
3
7
.
8
9
'
S
M
'
STA 13+03.06 'SR'=
STA 13+03.06 'SM'
PI STA = 11+35.94'SE'
Y = 123733.094
X = 214501.754
DELTA = 22°38'27"
D = 56°10'20"
T = 20.42'
L = 40.31'
R = 102.00'
PC STA = 11+15.52'SE'
Y = 123713.408
X = 214507.176
PT STA = 11+55.83'SE'
Y = 123753.351
X = 214504.327
BK = N15°24'01"W
AH = N07°14'26"E
PI STA = 14+19.62'SE'
Y = 124010.184
X = 214510.680
DELTA = 60°00'00"
D = 260°26'07"
T = 12.70'
L = 23.04'
R = 22.00'
PC STA = 14+06.91'SE'
Y = 124003.542
X = 214521.507
PT STA = 14+29.95'SE'
Y = 124022.882
X = 214511.019
BK = N58°28'13"W
AH = N01°31'47"E
PI STA = 15+06.58'SE'
Y = 124099.477
X = 214513.065
DELTA = 2°28'51"
D = 6°59'14"
T = 17.76'
L = 35.51'
R = 820.00'
PC STA = 14+88.82'SE'
Y = 124081.727
X = 214512.591
PT STA = 15+24.33'SE'
Y = 124117.231
X = 214512.770
BK = N01°31'47"E
AH = N00°57'04"W
PI STA = 12+61.29'SE'
Y = 123857.971
X = 214517.619
DELTA = 005°42'38"
BK = N07° 14' 25.64"E
AH = N01° 31' 47.48"E
PI STA = 10+50.37'SR'
Y = 123643.867
X = 214480.890
DELTA = 5°47'07"
D = 4°43'39"
T = 61.24'
L = 122.38'
R = 1212.00'
PC STA = 9+89.13'SR'
Y = 123582.794
X = 214485.434
PT STA = 11+11.51'SR'
Y = 123705.087
X = 214482.525
BK = N04°15'20"W
AH = N01°31'47"E
PI STA = 15+22.88'SR'
Y = 124116.311
X = 214493.508
DELTA = 4°52'34"
D = 7°09'43"
T = 34.06'
L = 68.08'
R = 800.00'
PC STA = 14+88.82'SR'
Y = 124082.261
X = 214492.598
PT STA = 15+56.90'SR'
Y = 124150.316
X = 214491.519
BK = N01°31'47"E
AH = N03°20'47"W
PI STA = 10+49.39'SL'
Y = 123643.520
X = 214456.872
DELTA = 5°45'52"
D = 4°38'08"
T = 62.23'
L = 124.35'
R = 1236.00'
PC STA = 9+87.16'SL'
Y = 123581.460
X = 214461.467
PT STA = 11+11.51'SL'
Y = 123705.728
X = 214458.533
BK = N04°14'05"W
AH = N01°31'47"E
PI STA = 14+53.78'SL'
Y = 124047.877
X = 214467.671
DELTA = 3°17'18"
D = 5°43'46"
T = 28.70'
L = 57.39'
R = 1000.00'
PC STA = 14+25.08'SL'
Y = 124019.184
X = 214466.905
PT STA = 14+82.47'SL'
Y = 124076.478
X = 214470.082
BK = N01°31'47"E
AH = N04°49'05"E
PI STA = 14+54.36'SW'
Y = 124048.985
X = 214447.694
DELTA = 3°17'18"
D = 5°37'02"
T = 29.28'
L = 58.54'
R = 1020.00'
PC STA = 14+25.08'SW'
Y = 124019.718
X = 214446.912
PT STA = 14+83.62'SW'
Y = 124078.158
X = 214450.153
BK = N01°31'47"E
AH = N04°49'05"E
PI STA = 15+88.12'SW'
Y = 124181.791
X = 214462.495
DELTA = 9°11'58"
D = 14°19'26"
T = 32.18'
L = 64.22'
R = 400.00'
PC STA = 15+55.94'SW'
Y = 124150.227
X = 214456.227
PT STA = 16+20.16'SW'
Y = 124213.952
X = 214463.636
BK = N11°13'51"E
AH = N02°01'53"E
PI STA = 12+59.68'SW'
Y = 123855.223
X = 214431.515
DELTA = 005°42'38"
BK = N01° 31' 47.48"E
AH = N07° 14' 25.64"E
PI STA = 13+70.23'SW'
Y = 123964.890
X = 214445.448
DELTA = 005°42'38"
BK = N07° 14' 25.64"E
AH = N01° 31' 47.48"E
GD01
141 of 168
FRONTAGE RD
FRONTAGE RD
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KEY MAP
N
SCALE, FEET 0 10 20
Sheet
DR
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'SW' LINE
'SW' LINE
'SW' LINE
'SR' LINE
'SR' LINE
'SE' LINE
'SE' LINE
'SL' LINE
'SL' LINE
'SE' LINE
'SL' LINE
'SR' LINE 'SM' LINE
'SM' LINE
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
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GAS
G
G
G
G
G
G
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G
G
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G
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G
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27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
27
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A
B
D
N
S
S
27
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A
B
D
N
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27
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A
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D
N
S
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27" A
B
D
N
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27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
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27" A
B
D
N
S
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16
+
0
0
'
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L
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16
+
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0
'
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'
10+00'SWR'
11+00'
S
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0
'
N
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12
+
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+
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'
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14+00
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N
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R
'
21+25'SEL'
21+00'SEL'
21+88'SER'
21+00'SER'
15+0
0
'
N
'
16+00'
N
'
17
+
0
0
'
N
'
18+0
0
'
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'
9+88'NE'10+00'NE'
11+
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0
'
N
E
'
12
+
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0
'
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0
'
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18+45'SE'
16
+
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0
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0
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18+00'SE'
18+36'SW'
17+0
0
'
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0
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14+71'ICD'10+00'ICD'
11
+
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'
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12+00'ICD'
13
+
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0
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D
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5
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°
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'
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0
'
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+
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0
'
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W
'
S78° 32' 31
"
E
S78° 32' 31
"
E
N78° 32' 31
"
W
N2
8
°
2
7
'
2
9
"
E
S46
°
3
2
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3
1
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S45
°
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6
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S46
°
3
2
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S46
°
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2
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E
S46
°
3
2
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3
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E
S53°
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0
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E
S2
6
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5
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3
3
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S45
°
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6
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W
N2
6
°
2
5
'
3
3
"
E
N52°
2
6
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5
1
"
E
STA 13+85.23 'ICD'=
STA 15+41.57 'NWL'
STA 13+61.55 'ICD'=
STA 15+41.28 'NWR'
STA 12+96.64 'ICD'=
STA 11+39.78 'SWL'
STA 12+73.87 'ICD'=
STA 11+33.81 'SWR'
STA 12+11.33 'ICD'=
STA 16+72.42 'SL'
STA 11+84.72 'ICD'=
STA 16+71.38 'SR'
STA 11+12.54 'ICD'=
STA 20+00.00 'SER'
STA 10+83.56 'ICD'=
STA 20+04.10 'SEL'
STA 10+13.69 'ICD'=
STA 11+40.73 'NER'
STA 14+56.35 'ICD'=
STA 11+30.52 'NEL'
21'
21
'
21
'
21'
21'
21'
21
'
21
'
21'
21'
PI: 16+39
.
5
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PI: 16+36.16'SL'
PI
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2
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.
4
5
'
S
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R
'
PI: 20+69.56'SEL'PI: 20+30.51'SEL'
PI: 10+97.82'SWR'
PI: 10+78.21'SWL'
PI: 15+17.40'NWR'
PI: 1
1
+
6
0
.
8
1
'
N
E
L
'
PI: 12+05.78'NER'
PI: 11+52.81'NER'
PI: 15+88.12'SW'
PI: 16+29.01'SW'
PI: 16+57.88'SW'
PI: 17+47.96'SW'
PI: 17+94.23'SW'
PI: 1
6
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6
.
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PI
:
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PI: 14+93.33'NW'
PI: 16+03.90'NW'
PI: 14+15.59'N'
PI: 14+93.75'N'
PI:
1
5
+
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.
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PI: 15+79.37'N'
PI: 16+45.26'N'
PI: 17
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.
7
0
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N
'
PI: 13+95.24'NE'
PI: 12+97.97'NE'
PI: 12+48.39'NE'
PI: 10+74.42'NE'
PI: 11+35.97'NE'
PI: 11+80.21'NE'
PI: 12+09.57'NE'
PI: 16+20.82'SE'
PI: 1
6
+
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6
.
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PI: 17+32.19'SE'
PI
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PI: 10+46.90'SWR'
PI: 15+60.81'NW'
PI: 15+00.63'NWL'
PI: 1
4
+
7
0
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R
'
PC: 15+99.06'SL'
PC: 16+05.07'SR'
BP: 10
+
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PC: 10
+
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PC:
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PCC
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PC: 1
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+
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7
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L
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PT: 11
+
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4
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L
'
PCC:
1
2
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R
'
PCC: 1
1
+
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.
7
7
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N
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R
'
EP
:
2
1
+
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5
.
0
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L
'
PT
:
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0
+
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3
.
3
4
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L
'
PC
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:
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L
'
EP
:
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1
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PT
:
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PT:
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9
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PC:
1
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8
.
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6
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PCC
:
1
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+
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8
.
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4
'
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'
PC
C
:
1
5
+
4
8
.
5
8
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PC
C
:
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+
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6
6
'
N
'
PRC: 1
6
+
7
9
.
5
9
'
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'
PCC:
1
7
+
3
9
.
6
4
'
N
'
BP
:
9
+
8
7
.
7
6
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E
'
PC
:
1
0
+
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9
.
1
6
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'
PC
C
:
1
4
+
7
0
.
5
8
'
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E
'
PCC
:
1
3
+
1
5
.
3
2
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E
'
PCC
:
1
2
+
8
0
.
5
6
'
N
E
'
PCC:
1
1
+
1
4
.
1
6
'
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E
'
PCC: 11+56.75'NE'
PCC: 12
+
0
3
.
2
9
'
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E
'
PCC: 1
2
+
1
5
.
8
6
'
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E
'
EP: 17
+
3
8
.
1
4
'
N
W
'
PI: 1
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+
1
6
.
9
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'
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W
'
PC:
1
6
+
3
5
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6
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W
'
PC:
1
4
+
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2
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W
'
PT: 16
+
8
5
.
9
9
'
N
W
'
PT:
1
6
+
2
1
.
3
3
'
N
W
'
PCC: 15+32.84'NW'
PCC:
1
5
+
8
6
.
3
7
'
N
W
'
EP
:
1
8
+
4
5
.
3
7
'
S
E
'
PC: 15+82.58'S
E
'
PCC:
1
6
+
5
5
.
6
2
'
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E
'
PC
C
:
1
6
+
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6
.
1
2
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S
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'
PC
C
:
1
7
+
6
6
.
9
2
'
S
E
'
EP: 18
+
3
6
.
1
5
'
S
W
'
PT: 18
+
1
0
.
7
8
'
S
W
'
PCC: 16+20.16'SW'
PCC: 16+37.85'S
W
'
PCC:
1
6
+
7
7
.
3
9
'
S
W
'
PCC
:
1
7
+
7
7
.
3
6
'
S
W
'
BP:
1
0
+
0
0
.
0
0
'
I
C
D
'
EP:
1
4
+
7
1
.
2
4
'
I
C
D
'
PCC
:
1
2
+
3
5
.
9
6
'
I
C
D
'
PC: 10
+
4
3
.
5
5
'
S
W
L
'
PT:
1
1
+
1
1
.
6
7
'
S
W
L
'
13+
0
0
'
N
W
R
'
14+
0
0
'
N
W
R
'
15+
0
0
'
N
W
R
'
PI STA = 16+20.82'SE'
Y = 124212.735
X = 214499.014
DELTA = 41°50'43"
D = 57°17'45"
T = 38.23'
L = 73.03'
R = 100.00'
PC STA = 15+82.58'SE'
Y = 124174.894
X = 214504.465
PT STA = 16+55.62'SE'
Y = 124244.561
X = 214520.199
BK = N08°11'47"W
AH = N33°38'57"E
PI STA = 16+76.22'SE'
Y = 124261.708
X = 214531.613
DELTA = 25°47'02"
D = 63°39'43"
T = 20.60'
L = 40.50'
R = 90.00'
PC STA = 16+55.62'SE'
Y = 124244.561
X = 214520.199
PT STA = 16+96.12'SE'
Y = 124272.184
X = 214549.350
BK = N33°38'57"E
AH = N59°25'59"E
PI STA = 17+32.19'SE'
Y = 124290.528
X = 214580.407
DELTA = 27°02'32"
D = 38°11'50"
T = 36.07'
L = 70.80'
R = 150.00'
PC STA = 16+96.12'SE'
Y = 124272.184
X = 214549.350
PT STA = 17+66.92'SE'
Y = 124292.745
X = 214616.409
BK = N59°25'59"E
AH = N86°28'30"E
PI STA = 18+06.37'SE'
Y = 124295.171
X = 214655.785
DELTA = 14°58'59"
D = 19°05'55"
T = 39.45'
L = 78.45'
R = 300.00'
PC STA = 17+66.92'SE'
Y = 124292.745
X = 214616.409
PT STA = 18+45.37'SE'
Y = 124287.334
X = 214694.450
BK = N86°28'30"E
AH = S78°32'31"E
PI STA = 16+39.50'SR'
Y = 124232.768
X = 214486.698
DELTA = 37°59'53"
D = 57°17'45"
T = 34.43'
L = 66.32'
R = 100.00'
PC STA = 16+05.07'SR'
Y = 124198.396
X = 214488.708
PT STA = 16+71.38'SR'
Y = 124261.092
X = 214506.275
BK = N03°20'47"W
AH = N34°39'07"E
PI STA = 20+41.45'SER'
Y = 124315.031
X = 214623.242
DELTA = 23°25'02"
D = 28°38'52"
T = 41.45'
L = 81.74'
R = 200.00'
PC STA = 20+00.00'SER'
Y = 124306.443
X = 214582.692
PT STA = 20+81.74'SER'
Y = 124306.797
X = 214663.865
BK = N78°02'27"E
AH = S78°32'31"E
PI STA = 20+69.56'SEL'
Y = 124309.224
X = 214651.895
DELTA = 6°19'35"
D = 22°55'06"
T = 13.82'
L = 27.60'
R = 250.00'
PC STA = 20+55.74'SEL'
Y = 124313.444
X = 214638.739
PT STA = 20+83.34'SEL'
Y = 124306.479
X = 214665.436
BK = S72°12'55"E
AH = S78°32'31"E
PI STA = 20+30.51'SEL'
Y = 124321.510
X = 214613.593
DELTA = 29°35'10"
D = 57°17'45"
T = 26.41'
L = 51.64'
R = 100.00'
PC STA = 20+04.10'SEL'
Y = 124340.940
X = 214595.708
PT STA = 20+55.74'SEL'
Y = 124313.444
X = 214638.739
BK = S42°37'46"E
AH = S72°12'55"E
PI STA = 10+74.42'NE'
Y = 124327.896
X = 214625.213
DELTA = 48°42'08"
D = 57°17'45"
T = 45.26'
L = 85.00'
R = 100.00'
PC STA = 10+29.16'NE'
Y = 124318.905
X = 214669.570
PT STA = 11+14.16'NE'
Y = 124367.155
X = 214602.693
BK = N78°32'31"W
AH = N29°50'23"W
PI STA = 11+35.97'NE'
Y = 124386.076
X = 214591.840
DELTA = 30°30'14"
D = 71°37'11"
T = 21.81'
L = 42.59'
R = 80.00'
PC STA = 11+14.16'NE'
Y = 124367.155
X = 214602.693
PT STA = 11+56.75'NE'
Y = 124407.888
X = 214592.093
BK = N29°50'23"W
AH = N00°39'51"E
PI STA = 11+80.21'NE'
Y = 124431.342
X = 214592.364
DELTA = 17°46'28"
D = 38°11'50"
T = 23.46'
L = 46.53'
R = 150.00'
PC STA = 11+56.75'NE'
Y = 124407.888
X = 214592.093
PT STA = 12+03.29'NE'
Y = 124453.593
X = 214599.783
BK = N00°39'51"E
AH = N18°26'19"E
PI STA = 12+09.57'NE'
Y = 124459.558
X = 214601.772
DELTA = 2°52'54"
D = 22°55'06"
T = 6.29'
L = 12.57'
R = 250.00'
PC STA = 12+03.29'NE'
Y = 124453.593
X = 214599.783
PT STA = 12+15.86'NE'
Y = 124465.415
X = 214604.058
BK = N18°26'19"E
AH = N21°19'13"E
PI STA = 12+48.39'NE'
Y = 124494.022
X = 214619.555
DELTA = 14°49'45"
D = 22°55'06"
T = 32.53'
L = 64.70'
R = 250.00'
PC STA = 12+15.86'NE'
Y = 124465.415
X = 214604.058
PT STA = 12+80.56'NE'
Y = 124517.709
X = 214641.856
BK = N28°26'43"E
AH = N43°16'28"E
PI STA = 12+97.97'NE'
Y = 124531.745
X = 214652.158
DELTA = 8°13'48"
D = 23°40'33"
T = 17.41'
L = 34.76'
R = 242.00'
PC STA = 12+80.56'NE'
Y = 124517.709
X = 214641.856
PT STA = 13+15.32'NE'
Y = 124544.161
X = 214664.362
BK = N36°16'37"E
AH = N44°30'25"E
PI STA = 11+52.81'NER'
Y = 124435.315
X = 214572.146
DELTA = 13°46'32"
D = 57°17'45"
T = 12.08'
L = 24.04'
R = 100.00'
PC STA = 11+40.73'NER'
Y = 124423.366
X = 214570.370
PT STA = 11+64.77'NER'
Y = 124446.496
X = 214576.716
BK = N08°27'14"E
AH = N22°13'46"E
PI STA = 12+05.78'NER'
Y = 124484.457
X = 214592.230
DELTA = 11°42'26"
D = 14°19'26"
T = 41.01'
L = 81.73'
R = 400.00'
PC STA = 11+64.77'NER'
Y = 124446.496
X = 214576.716
PT STA = 12+46.50'NER'
Y = 124518.480
X = 214615.124
BK = N22°13'46"E
AH = N33°56'12"E
PI STA = 14+15.59'N'
Y = 124534.079
X = 214369.389
DELTA = 2°00'10"
D = 11°38'44"
T = 8.60'
L = 17.20'
R = 492.00'
PC STA = 14+06.99'N'
Y = 124539.995
X = 214363.147
PT STA = 14+24.19'N'
Y = 124528.386
X = 214375.835
BK = S46°32'31"E
AH = S48°32'41"E
PI STA = 14+93.75'N'
Y = 124480.048
X = 214425.744
DELTA = 1°11'23"
D = 11°27'33"
T = 5.19'
L = 10.38'
R = 500.00'
PC STA = 14+88.56'N'
Y = 124482.956
X = 214421.443
PT STA = 14+98.94'N'
Y = 124477.229
X = 214430.103
BK = S55°55'43"E
AH = S57°07'06"E
PI STA = 15+23.99'N'
Y = 124463.632
X = 214451.136
DELTA = 18°57'28"
D = 38°11'50"
T = 25.04'
L = 49.63'
R = 150.00'
PC STA = 14+98.94'N'
Y = 124477.229
X = 214430.103
PT STA = 15+48.58'N'
Y = 124457.606
X = 214475.444
BK = S57°07'06"E
AH = S76°04'34"E
PI STA = 15+79.37'N'
Y = 124450.197
X = 214505.329
DELTA = 39°49'26"
D = 67°24'24"
T = 30.79'
L = 59.08'
R = 85.00'
PC STA = 15+48.58'N'
Y = 124457.606
X = 214475.444
PT STA = 16+07.66'N'
Y = 124463.646
X = 214533.026
BK = S76°04'34"E
AH = N64°06'00"E
PI STA = 16+45.26'N'
Y = 124480.071
X = 214566.852
DELTA = 41°12'53"
D = 57°17'45"
T = 37.60'
L = 71.93'
R = 100.00'
PC STA = 16+07.66'N'
Y = 124463.646
X = 214533.026
PT STA = 16+79.59'N'
Y = 124514.713
X = 214581.475
BK = N64°06'00"E
AH = N22°53'07"E
PI STA = 17+09.70'N'
Y = 124542.456
X = 214593.185
DELTA = 10°41'08"
D = 17°47'37"
T = 30.11'
L = 60.05'
R = 322.00'
PC STA = 16+79.59'N'
Y = 124514.713
X = 214581.475
PT STA = 17+39.64'N'
Y = 124567.546
X = 214609.837
BK = N22°53'07"E
AH = N33°34'15"E
PI STA = 11+60.81'NEL'
Y = 124458.526
X = 214567.483
DELTA = 33°42'13"
D = 57°17'45"
T = 30.29'
L = 58.82'
R = 100.00'
PC STA = 11+30.52'NEL'
Y = 124444.381
X = 214540.698
PT STA = 11+89.34'NEL'
Y = 124485.157
X = 214581.917
BK = N62°09'43"E
AH = N28°27'29"E
PI STA = 15+00.63'NWL'
Y = 124461.796
X = 214418.048
DELTA = 11°46'17"
D = 14°19'26"
T = 41.24'
L = 82.18'
R = 400.00'
PC STA = 14+59.39'NWL'
Y = 124490.159
X = 214388.116
PT STA = 15+41.57'NWL'
Y = 124440.136
X = 214453.136
BK = S46°32'31"E
AH = S58°18'48"E
PI STA = 14+70.71'NWR'
Y = 124482.375
X = 214396.330
DELTA = 8°20'55"
D = 19°05'55"
T = 21.90'
L = 43.71'
R = 300.00'
PC STA = 14+48.81'NWR'
Y = 124497.435
X = 214380.437
PT STA = 14+92.53'NWR'
Y = 124465.167
X = 214409.868
BK = S46°32'31"E
AH = S38°11'36"E
PI STA = 15+17.40'NWR'
Y = 124445.621
X = 214425.246
DELTA = 27°55'58"
D = 57°17'45"
T = 24.87'
L = 48.75'
R = 100.00'
PC STA = 14+92.53'NWR'
Y = 124465.167
X = 214409.868
PT STA = 15+41.28'NWR'
Y = 124421.148
X = 214429.676
BK = S38°11'36"E
AH = S10°15'37"E
PI STA = 14+93.33'NW'
Y = 124460.310
X = 214405.777
DELTA = 48°22'12"
D = 57°17'45"
T = 44.91'
L = 84.42'
R = 100.00'
PC STA = 14+48.42'NW'
Y = 124486.918
X = 214369.598
PT STA = 15+32.84'NW'
Y = 124415.591
X = 214409.923
BK = S53°40'01"E
AH = S05°17'48"E
PI STA = 15+60.81'NW'
Y = 124387.749
X = 214412.504
DELTA = 40°53'36"
D = 76°23'40"
T = 27.96'
L = 53.53'
R = 75.00'
PC STA = 15+32.84'NW'
Y = 124415.591
X = 214409.923
PT STA = 15+86.37'NW'
Y = 124365.012
X = 214396.228
BK = S05°17'48"E
AH = S35°35'48"W
PI STA = 16+03.90'NW'
Y = 124350.763
X = 214386.028
DELTA = 10°00'52"
D = 28°38'52"
T = 17.52'
L = 34.96'
R = 200.00'
PC STA = 15+86.37'NW'
Y = 124365.012
X = 214396.228
PT STA = 16+21.33'NW'
Y = 124338.506
X = 214373.506
BK = S35°35'48"W
AH = S45°36'40"W
PI STA = 16+61.11'NW'
Y = 124310.678
X = 214345.079
DELTA = 19°11'07"
D = 38°11'50"
T = 25.35'
L = 50.23'
R = 150.00'
PC STA = 16+35.76'NW'
Y = 124328.412
X = 214363.195
PT STA = 16+85.99'NW'
Y = 124287.977
X = 214333.797
BK = S45°36'40"W
AH = S26°25'33"W
PI STA = 10+78.21'SWL'
Y = 124305.966
X = 214356.137
DELTA = 26°01'18"
D = 38°11'50"
T = 34.66'
L = 68.12'
R = 150.00'
PC STA = 10+43.55'SWL'
Y = 124274.928
X = 214340.712
PT STA = 11+11.67'SWL'
Y = 124327.091
X = 214383.616
BK = N26°25'33"E
AH = N52°26'51"E
PI STA = 16+29.01'SW'
Y = 124222.761
X = 214462.851
DELTA = 2°31'59"
D = 14°19'26"
T = 8.84'
L = 17.69'
R = 400.00'
PC STA = 16+20.16'SW'
Y = 124213.952
X = 214463.636
PT STA = 16+37.85'SW'
Y = 124231.527
X = 214461.677
BK = N05°05'37"W
AH = N07°37'36"W
PI STA = 16+57.88'SW'
Y = 124251.379
X = 214459.019
DELTA = 22°39'09"
D = 57°17'45"
T = 20.03'
L = 39.54'
R = 100.00'
PC STA = 16+37.85'SW'
Y = 124231.527
X = 214461.677
PT STA = 16+77.39'SW'
Y = 124268.677
X = 214448.919
BK = N07°37'36"W
AH = N30°16'45"W
PI STA = 17+47.96'SW'
Y = 124329.627
X = 214413.332
DELTA = 104°08'36"
D = 104°10'27"
T = 70.58'
L = 99.97'
R = 55.00'
PC STA = 16+77.39'SW'
Y = 124268.677
X = 214448.919
PT STA = 17+77.36'SW'
Y = 124280.226
X = 214362.925
BK = N30°16'45"W
AH = S45°34'38"W
PI STA = 17+94.23'SW'
Y = 124268.417
X = 214350.877
DELTA = 19°09'05"
D = 57°17'45"
T = 16.87'
L = 33.43'
R = 100.00'
PC STA = 17+77.36'SW'
Y = 124280.226
X = 214362.925
PT STA = 18+10.78'SW'
Y = 124253.310
X = 214343.369
BK = S45°34'38"W
AH = S26°25'33"W
PI STA = 16+36.16'SL'
Y = 124229.626
X = 214482.991
DELTA = 21°00'55"
D = 28°38'52"
T = 37.10'
L = 73.36'
R = 200.00'
PC STA = 15+99.06'SL'
Y = 124192.662
X = 214479.875
PT STA = 16+72.42'SL'
Y = 124265.250
X = 214472.643
BK = N04°49'05"E
AH = N16°11'50"W
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
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:
I:
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4
7
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4
7
0
3
2
9
G
A
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W
A
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A
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C
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-
F
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D
W
G
L
A
Y
O
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N
A
M
E
:
02
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
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.
2
,
S
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1
0
0
Fo
r
t
C
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,
C
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8
0
5
2
5
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GD02
142 of 168
FR
O
N
T
A
G
E
R
D
MAT
C
H
L
I
N
E
1
3
+
0
0
'
N
E
R
'
MATCHLINE 16+00'SR'
FR
O
N
T
A
G
E
RD
CO
M
M
E
R
C
I
A
L
STR
E
E
T
E
COMMER
C
I
A
L
BOX E
L
D
E
R
CREEK
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
GE
O
M
E
T
R
I
C
D
E
T
A
I
L
S
'SE' LINE'SR' LINE
'SR' LINE
'SW' LINE
'SW' LINE
'SWR' LINE'NW' LINE
'SWL' LINE
'NWR' LINE
'NW' LINE
'SL' LINE
'SE' LINE
'SE' LINE
'SER' LINE
'SEL' LINE
'NE' LINE
'NE' LINE
'SER' LINE
'SEL' LINE
'NE' LINE
'NER' LINE
'NEL' LINE
'NER' LINE
'NEL' LINE
'N' LINE
'N' LINE
'NER' LINE
'NEL' LINE
'N' LINE
'NWL' LINE
'NWR' LINE
'NW' LINE
'SWL' LINE
'SW' LINE 'SL' LINE
PI STA = -315+90.10'ICD'
Y = 143465.689
X = 188100.744
DELTA = 180°15'49"
D = 76°23'40"
T = 32590.10'
L = 235.96'
R = 75.00'
PC STA = 10+00.00'ICD'
Y = 124417.806
X = 214544.888
PT STA = 12+35.96'ICD'
Y = 124296.296
X = 214456.938
BK = S54°14'04.4"E
AH = N53°58'15.0"W
PI STA = 338+26.06'ICD'
Y = 143465.689
X = 188100.744
DELTA = 179°44'11"
D = 76°23'40"
T = 32590.10'
L = 235.27'
R = 75.00'
PC STA = 12+35.96'ICD'
Y = 124296.296
X = 214456.938
PT STA = 14+71.24'ICD'
Y = 124417.806
X = 214544.888
BK = N53°58'15.0"W
AH = S54°14'04.4"E
'ICD' LINE
'NWL' LINE
'NWR' LINE
'N' LINE
'NW' LINE
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X
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X
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X
X X X X X X X X X X X X X X X X X X X X X X X X X
GAS
VAULT
ELEC E E E E E E
E
E
G
G
G
GGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
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27" S
S
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S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
27" S
S
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27" S
S
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S
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S
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S
27" S
S
27" S
S
27
"
S
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27
"
S
S
27
"
S
S
8" SS
8" SS
8" SS
8" SS 8" S
S
8" S
S
8" S
S
8" S
S
8" S
S
8" S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL BL BL
BL BL BL BL BL
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BL
BL
BL
BL
BL
BL BL BL BL BL BL BL BL
8" SS
8" SS
8" SS
8" SS
8" SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
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X
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X
X
13+
0
0
'
N
E
L
'
14+00
'
N
E
L
'
15+00'NEL'
16+00'NEL'
17+00'NEL'
18+00'NEL'
19+00'NEL'
13+
0
0
'
N
E
R
'
14+00
'
N
E
R
'
15+00'NER'
16+00'NER'
17+00'NER'
18+00'NER'
19+00'NER'
23+94'N'
18+0
0
'
N
'
19+00'
N
'
20+00'N'
21+00'N'
22+00'N'
23+00'N'
19+07'NE'
13+
0
0
'
N
E
'
14+00
'
N
E
'
15+00'NE'
16+00'NE'
17+00'NE'
18+00'NE'
19+00'NE'
N85° 43' 41"E
N85° 43' 41"E
N85° 43' 41"E
N85° 43' 41"E
S86° 08' 26"E
PI:
1
3
+
7
0
.
7
7
'
N
E
L
'
PI:
1
3
+
8
6
.
3
2
'
N
E
R
'
PI:
1
8
+
3
1
.
6
2
'
N
'
PI
:
1
9
+
4
2
.
8
5
'
N
'
PI: 13+95.24'NE'
PI: 15+10.83'NE'
PI: 12+97.97'NE'
PI: 12+48.39'NE'
PT
:
1
5
+
0
6
.
8
3
'
N
E
L
'
PT
:
1
5
+
0
6
.
8
3
'
N
E
R
'
PC
C
:
1
9
+
1
8
.
8
3
'
N
'
PT
:
1
9
+
6
6
.
6
5
'
N
'
PI
:
2
3
+
8
3
.
6
4
'
N
'
EP
:
2
3
+
9
3
.
5
8
'
N
'
EP
:
1
9
+
0
7
.
1
7
'
N
E
'
PT
:
1
5
+
5
0
.
9
6
'
N
E
'
PC
C
:
1
4
+
7
0
.
5
8
'
N
E
'
PCC
:
1
3
+
1
5
.
3
2
'
N
E
'
PCC
:
1
2
+
8
0
.
5
6
'
N
E
'
PCC: 12
+
0
3
.
2
9
'
N
E
'
PCC: 1
2
+
1
5
.
8
6
'
N
E
'
PI STA = 13+86.32'NER'
Y = 124634.482
X = 214693.181
DELTA = 51°47'29"
D = 19°53'40"
T = 139.82'
L = 260.33'
R = 288.00'
PC STA = 12+46.50'NER'
Y = 124518.480
X = 214615.124
PT STA = 15+06.83'NER'
Y = 124644.897
X = 214832.611
BK = N33°56'12"E
AH = N85°43'41"E
PI STA = 13+95.24'NE'
Y = 124601.151
X = 214720.379
DELTA = 33°26'32"
D = 21°32'23"
T = 79.91'
L = 155.26'
R = 266.00'
PC STA = 13+15.32'NE'
Y = 124544.161
X = 214664.362
PT STA = 14+70.58'NE'
Y = 124617.835
X = 214798.529
BK = N44°30'25"E
AH = N77°56'57"E
PI STA = 15+10.83'NE'
Y = 124626.238
X = 214837.891
DELTA = 7°46'44"
D = 9°40'42"
T = 40.25'
L = 80.38'
R = 592.00'
PC STA = 14+70.58'NE'
Y = 124617.835
X = 214798.529
PT STA = 15+50.96'NE'
Y = 124629.236
X = 214878.029
BK = N77°56'57"E
AH = N85°43'41"E
PI STA = 18+31.62'N'
Y = 124637.310
X = 214669.781
DELTA = 31°53'03"
D = 17°47'37"
T = 91.98'
L = 179.19'
R = 322.00'
PC STA = 17+39.64'N'
Y = 124567.546
X = 214609.837
PT STA = 19+18.83'N'
Y = 124664.886
X = 214757.530
BK = N40°40'13"E
AH = N72°33'16"E
PI STA = 19+42.85'N'
Y = 124672.086
X = 214780.443
DELTA = 13°10'25"
D = 27°32'46"
T = 24.02'
L = 47.82'
R = 208.00'
PC STA = 19+18.83'N'
Y = 124664.886
X = 214757.530
PT STA = 19+66.65'N'
Y = 124673.875
X = 214804.394
BK = N72°33'16"E
AH = N85°43'41"E
PI STA = 23+83.64'N'
Y = 124704.937
X = 215220.219
DELTA = 008°07'53"
BK = N85° 43' 40.88"E
AH = S86° 08' 26.38"E
PI STA = 13+70.77'NEL'
Y = 124644.662
X = 214668.370
DELTA = 57°16'11"
D = 19°05'55"
T = 163.80'
L = 299.86'
R = 300.00'
PC STA = 12+06.97'NEL'
Y = 124500.652
X = 214590.315
PT STA = 15+06.83'NEL'
Y = 124656.863
X = 214831.718
BK = N28°27'29"E
AH = N85°43'41"E
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
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C
3
D
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S
H
E
E
T
S
P
L
A
N
\
0
2
7
2
0
1
_
A
D
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
03
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
GD03
143 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
FRONTAGE RD
MAT
C
H
L
I
N
E
1
3
+
0
0
'
N
E
R
'
FRO
N
T
A
G
E
R
D
KEY MAP
N
SCALE, FEET 0 10 20
GE
O
M
E
T
R
I
C
D
E
T
A
I
L
S
PI STA = 13+86.32'NER'
Y = 124634.482
X = 214693.181
DELTA = 51°47'29"
D = 19°53'40"
T = 139.82'
L = 260.33'
R = 288.00'
PC STA = 12+46.50'NER'
Y = 124518.480
X = 214615.124
PT STA = 15+06.83'NER'
Y = 124644.897
X = 214832.611
BK = N33°56'12.0"E
AH = N85°43'40.9"E
PI STA = 13+95.24'NE'
Y = 124601.151
X = 214720.379
DELTA = 33°26'32"
D = 21°32'23"
T = 79.91'
L = 155.26'
R = 266.00'
PC STA = 13+15.32'NE'
Y = 124544.161
X = 214664.362
PT STA = 14+70.58'NE'
Y = 124617.835
X = 214798.529
BK = N44°30'24.6"E
AH = N77°56'56.5"E
PI STA = 15+10.83'NE'
Y = 124626.238
X = 214837.891
DELTA = 7°46'44"
D = 9°40'42"
T = 40.25'
L = 80.38'
R = 592.00'
PC STA = 14+70.58'NE'
Y = 124617.835
X = 214798.529
PT STA = 15+50.96'NE'
Y = 124629.236
X = 214878.029
BK = N77°56'56.5"E
AH = N85°43'40.9"E
'NE' LINE
'NER' LINE
'NEL' LINE
'NE' LINE
'NEL' LINE
'NER' LINE
'N' LINE
'N' LINE
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
12" W 12" W
E
VAULT E E E E
E E E E
8" S
S
8" S
S
8" SS 8" SS 8" SS 8" SS
12"
W
12"
W
12
"
W
12
"
W
12
"
W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8"
W
8"
W
8"
W
8"
W
8"
W
WAY 2 321WAY 1 321
WAY 3 321
WAY 4 321 WAY 5 321
EE
E E E E E
E
E
E E E E E E E E E E E E E
E
E
E
E
E
E E E E
E
E
E
E E E E E
E
E
E
E
E
E
E
E
E
E E E E E E E E
E E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
UD
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X X X X X X X X X X X X X X X X X
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
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X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
VA
U
L
T
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
VA
U
L
T
EL
E
C
VA
U
L
T
EL
E
C
G G G G G G G G G G G G
G
G G G G G
EEEEEEEEEEEEEEEEE
E
E
EEEE
G G
G
G
G
G G G G
G
G
G
G
G
G
G
G
GG
G
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
E
E
E
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
E E E
E
T
T
T
T
T
T
T
T
EEEE
E
E
E
E
YD
T
S
T
S
T
S
T
S
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
8" A
B
D
N
W
8" A
B
D
N
W
8" A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6" A
B
D
N
W
/
/
/
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/
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/
/
/
/
/
/
/
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/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
P
R
O
S
P
E
C
T
R
D
E
P
R
O
S
P
E
C
T
R
D
FRONTAGE ROAD
9+87'SL'
10+00'SL'
11+00'SL'
12+00'SL'
13+00'SL'
14+00'SL'
9+89'SR'
10+00'SR'
11+00'SR'
12+00'SR'
13+00'SR'
14+00'SR'
13+03'SM'
14+00'SM'
9+98'SE'
10
+
0
0
'
S
E
'
11+00'
S
E
'
12+00'SE'
13+00'SE'
14+00'SE'
11+00'SW'
12+00'SW'
13+00'SW'
14+00'SW'
4895
4900
4905
4910
4895
4900
4905
4910
4895
4900
4905
4910
4895
4900
4905
4910
49
0
5
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4
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0
5
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2
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0
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6
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6
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0
6
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3
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
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6
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0
7
.
0
2
49
0
7
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6
6
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
-1.00%
1.10%
ST
A
1
0
+
4
0
.
6
9
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S
L
'
EL
4
9
0
4
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L
4
9
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.
9
9
VCL = 135.00
K = 64.18
VCL = 115.00
K = 64.53
-1.00%
1.10%
ST
A
1
0
+
4
0
.
6
4
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4
9
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3
.
5
6
VP
T
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1
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+
8
2
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5
0
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R
'
VP
T
E
L
4
9
0
4
.
3
0
VCL = 110.00
K = 65.23VCL = 135.00
K = 64.29
'SL' LINE
'SR' LINE
LOW POINT STA 11+26.88
LOW POINT EL 4903.60
LOW POINT STA 11+11.79
LOW POINT EL 4903.91
Frontage Road Storm Sewers
PP01
144 of 168
GA
T
E
W
A
Y
A
T
P
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O
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P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
KEY MAP
N
SCALE, FEET 0 10 20
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
'
S
R
'
PLAN VIEW
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
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:
I:
\
4
7
\
4
7
0
3
2
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P
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0
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:
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P
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:
8/
1
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/
2
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2
5
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6
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-
3
1
5
2
PROFILE VIEW
PL
A
N
&
P
R
O
F
I
L
E
EXISTING ROW
5' SIDEWALK
5' SIDEWALK
TRACT F
TRACT G
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
PROPOSED STORM
DRAIN
COORDINATE INTERSECTION
GEOMETRICS WITH CITY OF FORT
COLLINS PROSPECT ROAD DESIGN
COORDINATE INTERSECTION
GEOMETRICS WITH CITY OF FORT
COLLINS PROSPECT ROAD DESIGN
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
CURB &
GUTTER-TYPE 1
CONCRETE
DRIVEWAY
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP CONCRETE
CURB RAMP
CONCRETE
DRIVEWAY9.0' UTILITY
EASEMENT
9.0' UTILITY
EASEMENT
PROPOSED
ROW
PROPOSED
ROW
EXISTING ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
10+00.03'SL'
9+99.98'SR'
13+03.06'SM' =
13+03.06'SR'
9+97.49'SE'
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
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1
3
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4
5
14+50 15+00 15+50 16+00 16+50 17+00
2.88%
2.00%
VP
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A
1
4
+
5
7
.
5
0
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S
L
'
VP
T
E
L
4
9
0
7
.
8
8
VCL = 115.00
K = 64.53
2.79%
2.00%
ST
A
1
6
+
3
0
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0
0
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EL
4
9
1
3
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3
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0
0
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S
R
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VP
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E
L
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9
0
8
.
2
6
'SL' LINE
'SR' LINE
ST
A
1
6
+
3
0
.
0
0
'
S
L
'
EL
4
9
1
2
.
8
5
ST
A
1
6
+
7
2
.
4
2
'
S
L
'
EL
4
9
1
3
.
7
0
27
"
S
S
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
8"
W
12" W
12" W
12" W
12" W
12" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
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E
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E
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L
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E
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E
E
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E
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E
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E
E
E
E
E
E
E
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E
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E
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E
E
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E
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EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
E
E
E
E
E
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
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/
X
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X X X X X X X X X X X X X X X X X
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/ / / / / / / // / / / / / / // / / / / / / /
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X
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X
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X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
GA
S
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
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G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
G
G
E
E
EEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
27"
S
S
27"
S
S
27"
S
S
27"
S
S
BL
FRONTA
G
E
R
O
A
D
FRONT
A
G
E
R
O
A
D
12+00'NE
L
'
12+00'NE
R
'
FRON
T
A
G
E
R
O
A
D
11+00'ICD'
12
+
0
0
'
I
C
D
'
13+00'I
C
D
'
14+
0
0
'
I
C
D
'
15+00'SL'
16+00'SL'
15+00'SR'
16+00'S
R
'
15+29'SM'
15+00'SM'
16+
0
0
'
N
'
17+00'N'
11+
0
0
'
N
E
'
12+00'NE'
15+00'SE'
16+00'SE'
17+
0
0
'
S
E
'
15+00'SW'
16+00'SW'
17
+
0
0
'
S
W
'
Profile View of EOP-Island NE_R
4905
4910
4915
4920
4905
4910
4915
4920
Profile View of EOP-Island NE_L
4905
4910
4915
4920
4905
4910
4915
4920
49
0
9
.
9
1
49
1
0
.
2
0
49
1
0
.
5
0
49
1
0
.
8
1
49
1
4
.
2
1
49
1
3
.
7
6
49
1
3
.
3
4
49
1
3
.
0
1
11+00 11+50 12+00 12+25
-1.80%
ST
A
1
1
+
4
0
.
7
3
'
N
E
R
'
EL
4
9
1
4
.
3
8
VP
I
S
T
A
1
2
+
2
0
.
0
0
'
N
E
R
'
VP
I
E
L
4
9
1
2
.
9
5
VCL = 80.00
K = 67.73
-1.50%
ST
A
1
1
+
3
0
.
5
2
'
N
E
L
'
EL
4
9
1
4
.
1
5
VP
C
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T
A
1
1
+
7
5
.
0
0
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N
E
L
'
VP
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E
L
4
9
1
3
.
4
8
VP
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A
1
2
+
1
0
.
0
0
'
N
E
L
'
VP
I
E
L
4
9
1
2
.
9
6
VCL = 70.00
K = 70.55
49
1
1
.
0
5
49
1
0
.
9
3
49
1
1
.
1
8
49
1
1
.
5
3
49
1
3
.
8
6
49
1
3
.
4
8
49
1
3
.
1
5
49
1
2
.
9
1
11+00 11+50 12+00 12+25
'NEL' LINE
'NER' LINE
VP
C
S
T
A
1
1
+
8
0
.
0
0
'
N
E
R
'
VP
C
E
L
4
9
1
3
.
6
7
Sheet
DR
A
W
I
N
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F
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L
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:
I:
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4
7
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4
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A
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:
02
P
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D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
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d
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.
2
,
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u
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t
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1
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0
Fo
r
t
C
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l
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5
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PP02
145 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
SCALE, FEET 0 10 20
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
'
S
R
'
PLAN VIEW
PROFILE VIEW
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
+
2
5
'
N
E
R
'
FR
O
N
T
A
G
E
R
O
A
D
PL
A
N
&
P
R
O
F
I
L
E
TRACT G
TRACT F
TRACT D
10
'
S
I
D
E
W
A
L
K
10'
S
I
D
E
W
A
L
K
10
'
S
I
D
E
W
A
L
K
10' SIDE
W
A
L
K
TR
U
C
K
A
P
R
O
N
MOUNTABLE
CURB
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
5' SIDEW
A
L
K
5' SIDEWAL
K
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
CURB &
GUTTER-TYPE 1
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
PROPOSED BIKE
RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
PROPOSED BIKE
RAMP
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
CONCRETE
CURB RAMP
9.0' UTILI
T
Y
EASEMEN
T
9.0' UTILI
T
Y
EASEMEN
T
9.0' UTILITY
EASEMENT
9.
0
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
EXISTING
ROW
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
20'
S
A
N
I
T
A
R
Y
SEW
E
R
EAS
E
M
E
N
T
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
16+72.42'SL'
16+71.38'SR'
15+27.36'SL' =
15+28.76'SM'
20+00.00'SER'
20+04.10'SEL'
11+40.73'NER'
11+30.52'NEL'
11+39.78'SWL'
11+33.81'SWR'
15+41.28'NWR'
15+41.57'NWL'
10' SIDE
W
A
L
K
12
"
W
8"
W
8" W
12"
W
12"
W
12" W
12" W
12" W
12" W
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
8"
W
12" W
12" W
12" W
12" W 12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UD
UD
UD
UD
UD
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/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
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X X X X X X X X X X X X X X X X X
X
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X
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
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X
X
X
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X
X
X
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X
X
X
X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GAS
GAS
VAUL
T
ELEC
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGG
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
BL
BL
FRO
N
T
A
G
E
R
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A
D
12+0
0
'
N
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L
'
13+00'N
E
L
'
14+00'NEL'
15+00'
N
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L
'
16+00'
N
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L
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17+00
'
N
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L
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12+0
0
'
N
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13+00'N
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R
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14+00'NER'
15+00'
N
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16+00
'
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A
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17+0
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'
N
'
18+00'N'
19+00'N'
20+00
'
N
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21+00'
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22+00
'
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0
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'
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15+00'N
E
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16+00
'
N
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'
17+00'
N
E
'
4905
4910
4915
4920
4905
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4915
4920
4905
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4915
4920
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49
1
2
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5
12+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
-0.62%0.58%VP
C
S
T
A
1
4
+
7
0
.
0
0
'
N
E
R
'
VP
C
E
L
4
9
1
1
.
4
0
VP
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5
+
1
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0
0
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R
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1
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5
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+
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+
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0
.
0
0
'
N
E
R
'
VP
T
E
L
4
9
1
2
.
7
0
VCL = 80.00
K = 66.77
VCL = 80.00
K = 67.73
49
1
1
.
5
3
49
1
1
.
8
0
49
1
1
.
9
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49
1
2
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49
1
2
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2
1
49
1
2
.
3
5
49
1
2
.
5
0
12+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
-0.50%VP
C
S
T
A
1
4
+
7
5
.
0
0
'
N
E
L
'
VP
C
E
L
4
9
1
1
.
6
3
VPI STA 15+15.00'NEL'
VPI EL 4911.42
VP
T
S
T
A
1
2
+
4
5
.
0
0
'
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L
'
VP
T
E
L
4
9
1
2
.
7
8
VP
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5
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5
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0
0
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'
VP
T
E
L
4
9
1
1
.
6
6
VCL = 70.00
K = 70.55 VCL = 80.00
K = 73.91
'NEL' LINE
'NER' LINE
LO
W
P
O
I
N
T
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T
A
1
5
+
1
2
.
2
1
LO
W
P
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4
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1
1
.
5
3
LO
W
P
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1
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+
1
1
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3
2
LO
W
P
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L
4
9
1
1
.
2
7
Sheet
DR
A
W
I
N
G
F
I
L
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N
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M
E
:
I:
\
4
7
\
4
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:
03
P
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:
8/
1
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2
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2
5
36
6
5
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P
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k
w
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1
0
0
Fo
r
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C
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,
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8
0
5
2
5
-
3
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5
2
PP03
146 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
SCALE, FEET 0 10 20
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
+
2
5
'
N
E
R
'
PLAN VIEW
PROFILE VIEW
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
'
N
E
R
'
FR
O
N
T
A
G
E
R
O
A
D
PL
A
N
&
P
R
O
F
I
L
E
9.0' UTILITY
EASEMENT
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
5' SID
E
W
A
L
K
5' SIDEW
A
L
K
TRACT G
TRACT D
PROPOSED STORM
DRAIN
PROPOSED
ROW
EXISTING
ROW
54
'
81
'
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
60
'
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
PROPOSED BIKE
RAMP
PROPOSED BIKE
RAMP
CONCRETE
CURB RAMP
CONCRETE
DRIVEWAY
PROPOSED
ROW
EXISTING
ROW
9.0' U
T
I
L
I
T
Y
EASE
M
E
N
T
9.0' U
T
I
L
I
T
Y
EASE
M
E
N
T
PROPOSED
ROW
EXISTING
ROW
9.0' UT
I
L
I
T
Y
EASEM
E
N
T
PROPOSED
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
20
'
S
A
N
I
T
A
R
Y
SE
W
E
R
EA
S
E
M
E
N
T
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
5' SID
E
W
A
L
K
9.0' UTILITY
EASEMENT
9.0' U
T
I
L
I
T
Y
EASE
M
E
N
T
EXISTING
ROW
PROPOSED STORM
DRAIN
E E E E E
E E E E E E E E E E E E E E E
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W
12" W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X
/ / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
W
W
W
W
W
W
W
W
W
W
X X X X X X
GAS
VAULT
ELEC
E E E E E E E E
GGGGGGGG
8" SS
8" S
S
BL
BL
BL
BL
BL
W
W
W
W
W
W
W
W
12" W
12" W
12" W
12" W
12" W
W
W
8" SS
ST
ST
SEF
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
17+00'NEL'18+00'NEL'19+00'NEL'
17+00'NER'18+00'NER'19+00'NER'
22+00'N'23+00'N'
23+94'N'
17+00'NE'18+00'NE'19+00'NE'19+07'NE'
Profile View of EOP-Island NE_R
V Scale : 4
H Scale : 20
Exaggeration : 54905
4910
4915
4920
4905
4910
4915
4920
Profile View of EOP-Island NE_L
V Scale : 4
H Scale : 20
Exaggeration : 54905
4910
4915
4920
4905
4910
4915
4920
49
1
3
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3
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49
1
3
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4
1
49
1
3
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6
0
17+00 17+50 18+00 18+50 19+00 19+50 20+00
0.77%
ST
A
1
8
+
0
0
.
0
0
'
N
E
R
'
EL
4
9
1
2
.
8
3
ST
A
1
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4
9
1
3
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6
6
49
1
3
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1
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49
1
3
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2
2
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1
3
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2
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49
1
3
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4
0
49
1
3
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5
1
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1
3
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6
1
49
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3
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6
4
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1
3
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6
5
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1
3
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6
6
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1
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1
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1
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1
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1
49
1
2
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1
2
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49
1
2
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7
8
49
1
2
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3
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1
3
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0
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49
1
3
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2
2
49
1
3
.
3
6
49
1
3
.
5
1
49
1
3
.
6
5
17+00 17+50 18+00 18+50 19+00 19+50 20+00
0.58%
ST
A
1
9
+
0
7
.
6
8
'
N
E
L
'
EL
4
9
1
3
.
7
0
'NEL' LINE
'NER' LINE
Sheet
DR
A
W
I
N
G
F
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L
E
N
A
M
E
:
I:
\
4
7
\
4
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0
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2
9
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A
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P
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:
04
P
L
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D
A
T
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:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
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k
w
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d
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2
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2
PP04
147 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
SCALE, FEET 0 10 20MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
'
N
E
R
'
PLAN VIEW
PROFILE VIEW
FR
O
N
T
A
G
E
R
O
A
D
PL
A
N
&
P
R
O
F
I
L
E
54
'
81
'
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
5' SIDEWALK
5' SIDEWALK
9' UTILITY
EASEMENT
TRACT G
TRACT D
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
9' UTILITY
EASEMENT
WETLANDS
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
EXISTING 100-YEAR HIGH
RISK FLOOD FRINGE
23+93.58'N'
19+83.89'NEL'
19+07.17'NE'
19+83.89'NER'
EXISTING
ROW
EXISTING
ROW
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
49
0
2
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1
0
49
0
4
.
6
4
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0
4
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1
3
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49
1
3
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1
14+00 14+50 15+00 15+50 15+75
0.50%
1.15%0.46%
ST
A
1
4
+
0
8
.
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N
W
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4
9
1
2
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0
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0
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1
2
.
8
1
49
1
2
.
9
5
49
1
3
.
0
6
49
1
3
.
1
8
49
1
3
.
4
2
14+00 14+50 15+00 15+50 15+75
0.95%
1.15%0.46%
ST
A
1
4
+
0
8
.
8
0
'
N
W
L
'
EL
4
9
1
2
.
6
2
ST
A
1
5
+
4
1
.
5
7
'
N
W
L
'
EL
4
9
1
3
.
5
8
ST
A
1
4
+
2
8
.
8
0
'
N
W
L
'
EL
4
9
1
2
.
8
5
ST
A
1
5
+
0
0
.
0
0
'
N
W
L
'
EL
4
9
1
3
.
1
8
'NWL' LINE
'NWR' LINE
27" SS
27" SS
27" SS
27"
S
S
27"
S
S
27"
S
S
27"
S
S
27"
S
S
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
12"
W
12"
W
12"
W
12"
W
8" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E
E
E E E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E E E E
E
E
VAULT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
SD
SD
NP NP NP NP NP NP
NP
NP
NP
NP NP NP NP NP NP NP NP NP NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X GAS
G
G
E
E
G
G
G
G
E
E
E
E
E
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
15+00'NWL'
STREET E
11
+
0
0
'
S
W
L
'
11
+
0
0
'
S
W
R
'
11
+
0
0
'
I
C
D
'
12+0
0
'
I
C
D
'
13+
0
0
'
I
C
D
'
14
+
0
0
'
I
C
D
'
15+00'N'
16
+
0
0
'
N
'
15+00'
N
W
'
16
+
0
0
'
N
W
'
17+00'SW'
14+08.80, 0.00'
???
13+00'NWR'
14+00'NWR'15+00'NWR
'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
1
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
05
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP05
148 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
ST
R
E
E
T
E
(
C
O
N
T
I
N
U
A
T
I
O
N
)
PL
A
N
&
P
R
O
F
I
L
E
TRACT D
TRACT F
BO
X
E
L
D
E
R
C
R
E
E
K
BO
X
E
L
D
E
R
C
R
E
E
K
9.0' UTILITY
EASEMENT
9.0' UTILITY
EASEMENT
TRACT E
5' SIDEWALK
5' SIDEWALK
PROPOSED
ROW
PROPOSED
ROW
42
'
66
'
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
CONCRETE
CURB RAMP
PROPOSED BIKE
RAMP
PROPOSED BIKE
RAMP
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
9.
0
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
9.0
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
PROPOSED
ROW
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
20' SANI
T
A
R
Y
SEWER
EASEME
N
T
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
STORM DRAIN
100-YEAR
FLOODWAY
100-YEAR
FLOODWAY
TOP OF BANK
BOX ELDER CREEK
14+08.80'NW'
14+08.80'N'
14+48.81'NWL' =
14+48.81'NWR'
15+41.57'NWL'
15+41.28'NWR'
16+72.42'SL'
11+33.81'SWR'
11+39.78'SWL'
11+30.52'NEL'
11+40.73'NER'
TRANSITION GUTTER
SLOPE FROM 8.33% TO 1.8%
IN 20' PRIOR TO BRIDGE
TRANSITION GUTTER
SLOPE FROM 8.33% TO 1.8%
IN 20' PRIOR TO BRIDGE
PROPOSED STORM
DRAIN
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
49
0
4
.
1
3
49
0
4
.
2
9
49
0
4
.
8
6
49
0
5
.
2
9
49
0
6
.
1
5
49
0
7
.
5
5
49
1
0
.
7
4
49
1
1
.
2
1
49
1
1
.
6
8
49
1
2
.
1
6
49
1
2
.
6
3
49
1
3
.
1
0
9+50 10+00 10+50 11+00 11+50 11+75
1.90%
1.89%
ST
A
1
0
+
0
0
.
0
0
'
S
W
R
'
EL
4
9
1
0
.
7
4
ST
A
1
0
+
4
3
.
5
5
'
S
W
R
'
EL
4
9
1
1
.
5
6
ST
A
1
1
+
3
3
.
8
1
'
S
W
R
'
EL
4
9
1
3
.
2
7
49
0
4
.
1
3
49
0
4
.
2
9
49
0
4
.
8
6
49
0
5
.
1
4
49
0
5
.
5
7
49
0
6
.
3
4
49
1
0
.
7
4
49
1
1
.
2
1
49
1
1
.
6
7
49
1
2
.
0
7
49
1
2
.
4
8
49
1
2
.
8
8
9+50 10+00 10+50 11+00 11+50 11+75
1.90%
1.62%
ST
A
1
0
+
0
0
.
0
0
'
S
W
L
'
EL
4
9
1
0
.
7
4
ST
A
1
0
+
4
3
.
5
5
'
S
W
L
'
EL
4
9
1
1
.
5
6
ST
A
1
1
+
3
9
.
7
8
'
S
W
L
'
EL
4
9
1
3
.
1
2
'SWL' LINE
'SWR' LINE
12
"
W
12"
W
12"
W
12"
W
12
"
W
12
"
W
12
"
W
12
"
W
8" W
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E
E
E
E
E
VAULT
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
UD
UD
UD
UD
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GAS
G
G
G
E
E
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
BL
BL
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27" A
B
D
N
S
S
10+00'SWL'
11+0
0
'
S
W
L
'
10+00'SWR'
11+00'SW
R
'
21+25'SEL'
21+00'SE
L
'
21+88'SER'
21+00'SE
R
'
CO
M
M
E
R
C
I
A
L
R
O
A
D
COMM
E
R
C
I
A
L
R
O
A
D
11
+
0
0
'
I
C
D
'
12+00'ICD
'
13
+
0
0
'
I
C
D
'
14+00'ICD
'
9+88'NE'
10+00'N
E
'
11+
0
0
'
N
E
'
16+
0
0
'
N
W
'
17+
0
0
'
N
W
'
17+38'NW'
17+00
'
S
E
'
18+00'SE'
18+45'SE'
17+
0
0
'
S
W
'
18+
0
0
'
S
W
'
18+36'SW'
4905
4910
4915
4920
4905
4910
4915
4920
Profile View of EOP-Island SE_L
4905
4910
4915
4920
4905
4910
4915
4920
49
0
7
.
6
4
49
0
8
.
0
3
49
0
7
.
9
6
49
0
7
.
8
2
49
0
7
.
3
5
49
0
6
.
8
8
49
0
6
.
4
1
49
0
5
.
9
4
49
1
4
.
3
7
49
1
4
.
0
0
49
1
3
.
6
2
49
1
3
.
2
5
49
1
2
.
8
7
49
1
2
.
5
0
19+50 20+00 20+50 21+00 21+50 22+00
-1.50%
-1.50%
ST
A
2
0
+
0
0
.
0
0
'
S
E
R
'
EL
4
9
1
4
.
3
7
ST
A
2
0
+
8
3
.
3
4
'
S
E
R
'
EL
4
9
1
3
.
1
2
ST
A
2
1
+
2
5
.
0
0
'
S
E
R
'
EL
4
9
1
2
.
5
0
49
0
7
.
5
8
49
0
8
.
0
0
49
0
7
.
8
2
49
0
7
.
3
5
49
0
6
.
8
8
49
1
4
.
1
9
49
1
3
.
7
3
49
1
3
.
2
7
49
1
2
.
8
7
49
1
2
.
5
0
19+50 20+00 20+50 21+00 21+50
-1.83%
-1.50%
ST
A
2
0
+
0
4
.
1
0
'
S
E
L
'
EL
4
9
1
4
.
5
7
ST
A
2
0
+
8
3
.
3
4
'
S
E
L
'
EL
4
9
1
3
.
1
2
ST
A
2
1
+
2
5
.
0
0
'
S
E
L
'
EL
4
9
1
2
.
5
0
'SEL' LINE
'SER' LINE
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
1
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
06
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP06
149 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
RO
U
N
D
A
B
O
U
T
M
E
D
I
A
N
PL
A
N
&
P
R
O
F
I
L
E
10
'
S
I
D
E
W
A
L
K
10'
S
I
D
E
W
A
L
K
10' SID
E
W
A
L
K
TR
U
C
K
A
P
R
O
N
MOUNTABLE
CURB
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
10' S
I
D
E
W
A
L
K
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
18" SPILL CURB
CURB &
GUTTER-TYPE 2
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
TRACT F
TRACT G
TRACT G
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
CURB &
GUTTER-TYPE 1
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
MOUNTABLE
CURB
9.0
'
U
T
I
L
I
T
Y
EAS
E
M
E
N
T
9.0' UT
I
L
I
T
Y
EASEM
E
N
T
9.
0
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
9.0
'
U
T
I
L
I
T
Y
EAS
E
M
E
N
T
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
20' S
A
N
I
T
A
R
Y
SEW
E
REASE
M
E
N
T
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
15+41.28'NWR'
11+40.73'NER'
20+04.10'SEL'
20+00.00'SER'
11+39.78'SWL'
11+33.81'SWR'
16+72.42'SL'
16+71.38'SR'
20+83.34'SEL' =
20+83.34'SER'
9+87.76'NE'
18+45.37'SE'
21+87.64'SER'
10+50.26'SWL' =
10+50.26'SWR'
18+36.15'SW'
17+38.14'NW'
10+00.00'SWR'
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
49
1
0
.
6
6
49
0
9
.
5
6
49
0
8
.
8
2
49
0
8
.
0
3
49
0
7
.
9
8
49
0
7
.
9
4
49
0
7
.
7
6
49
0
8
.
0
5
49
1
0
.
3
8
49
0
9
.
1
4
49
0
8
.
0
3
49
0
6
.
9
5
49
0
7
.
7
2
49
0
6
.
0
2
49
0
5
.
0
9
49
0
4
.
8
7
49
0
6
.
4
0
49
0
9
.
5
6
49
1
1
.
3
2
49
1
4
.
6
9
49
1
4
.
8
9
49
1
5
.
0
5
49
1
5
.
0
4
49
1
4
.
8
8
49
1
4
.
7
1
49
1
4
.
5
4
49
1
4
.
3
7
49
1
4
.
1
9
49
1
4
.
0
2
49
1
3
.
8
5
49
1
3
.
6
8
49
1
3
.
5
3
49
1
3
.
5
4
49
1
3
.
7
2
49
1
3
.
9
2
49
1
4
.
1
2
49
1
4
.
3
2
49
1
4
.
5
2
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
'ICD' LINE
0.80%
-0.68%0.80%
ST
A
1
0
+
0
0
.
0
0
'
I
C
D
'
EL
4
9
1
4
.
6
9
VP
C
S
T
A
1
0
+
3
4
.
0
0
'
I
C
D
'
VP
C
E
L
4
9
1
4
.
9
6
VP
I
S
T
A
1
0
+
5
9
.
0
0
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C
D
'
VP
I
E
L
4
9
1
5
.
1
6
VP
T
S
T
A
1
0
+
8
4
.
0
0
'
I
C
D
'
VP
T
E
L
4
9
1
4
.
9
9
VCL = 50.00
K = 33.69
VP
C
S
T
A
1
2
+
8
8
.
0
0
'
I
C
D
'
VP
C
E
L
4
9
1
3
.
5
9
VP
I
S
T
A
1
3
+
1
3
.
0
0
'
I
C
D
'
VP
I
E
L
4
9
1
3
.
4
2
VP
T
S
T
A
1
3
+
3
8
.
0
0
'
I
C
D
'
VP
T
E
L
4
9
1
3
.
6
2
VCL = 50.00
K = 33.69
0.80%
-0.68%0.80%
ST
A
1
0
+
0
0
.
0
0
'
I
C
D
'
EL
4
9
1
4
.
6
9
VP
C
S
T
A
1
0
+
3
4
.
0
0
'
I
C
D
'
VP
C
E
L
4
9
1
4
.
9
6
VP
I
S
T
A
1
0
+
5
9
.
0
0
'
I
C
D
'
VP
I
E
L
4
9
1
5
.
1
6
VP
T
S
T
A
1
0
+
8
4
.
0
0
'
I
C
D
'
VP
T
E
L
4
9
1
4
.
9
9
VCL = 50.00
K = 33.69
VP
C
S
T
A
1
2
+
8
8
.
0
0
'
I
C
D
'
VP
C
E
L
4
9
1
3
.
5
9
VP
I
S
T
A
1
3
+
1
3
.
0
0
'
I
C
D
'
VP
I
E
L
4
9
1
3
.
4
2
VP
T
S
T
A
1
3
+
3
8
.
0
0
'
I
C
D
'
VP
T
E
L
4
9
1
3
.
6
2
VCL = 50.00
K = 33.69
12"
W
12"
W
12"
W
12
"
W
12
"
W
12
"
W
12
"
W
8" W
12
"
W
12
"
W
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
VAU
L
T
E
E
E
VAULT
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
UD
UD
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GAS
G
G
G
G
G
E
E
E
E
E
G
G
G
G
G
G
G
E
E
E
E
E
E
E
BL
BL
BL
BL
BL
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
27" A
B
D
N
S
S
FR
O
N
T
A
G
E
R
O
A
D
12
+
0
0
'
N
E
R
'
15+0
0
'
N
W
L
'
11+
0
0
'
S
W
L
'
11+00'
S
W
R
'
21+25'SEL'
21+00'SEL'
21+88'SER'
21+00'SER'
CO
M
M
E
R
C
I
A
L
R
O
A
D
COMMER
C
I
A
L
R
O
A
D
11
+
0
0
'
I
C
D
'
12+00'ICD'
13
+
0
0
'
I
C
D
'
14+00'I
C
D
'
15+0
0
'
N
'
16+00'
N
'
9+88'NE'10+00'NE'
11+
0
0
'
N
E
'
12
+
0
0
'
N
E
'
15
+
0
0
'
N
W
'
16+
0
0
'
N
W
'
17
+
0
0
'
N
W
'
17+0
0
'
S
E
'
18+00'SE'
18+45'SE'
17+0
0
'
S
W
'
18+
0
0
'
S
W
'
15+
0
0
'
N
W
R
'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
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A
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P
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T
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P
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L
A
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:
07
P
L
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D
A
T
E
:
8/
1
5
/
2
0
2
5
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6
5
J
F
K
P
a
r
k
w
a
y
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B
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d
g
.
2
,
S
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i
t
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1
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Fo
r
t
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PP07
150 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
RO
U
N
D
A
B
O
U
T
M
E
D
I
A
N
PL
A
N
&
P
R
O
F
I
L
E
10
'
S
I
D
E
W
A
L
K
10'
S
I
D
E
W
A
L
K
10' SID
E
W
A
L
K
TR
U
C
K
A
P
R
O
N
MOUNTABLE
CURB
CURB &
GUTTER-TYPE 2CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
10' S
I
D
E
W
A
L
K
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
10' SIDEWALK
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
TRACT F
TRACT G
FUTURE
ELEV.
EXISTING
ELEV.
CURB &
GUTTER-TYPE 1
MOUNTABLE
CURB
CURB &
GUTTER-TYPE 1
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
9.
0
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
9.0
'
U
T
I
L
I
T
Y
EAS
E
M
E
N
T
9.0' U
T
I
L
I
T
Y
EASE
M
E
N
T
9.0' UTILITY
EASEMENT
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
20
.
0
0
0
0
'
SA
N
I
T
A
R
Y
SE
W
E
R
EA
S
E
M
E
N
T
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
15+41.28'NWR'
11+40.73'NER'
20+04.10'SEL'
20+00.00'SER'
11+39.78'SWL'
11+33.81'SWR'
16+72.42'SL'
16+71.38'SR'
15+41.57'NWL'
11+40.73'NEL'
20+83.34'SEL' =
20+83.34'SER'9+87.76'NE'
18+45.37'SE'
21+87.64'SER'10+50.26'SWL' =
10+50.26'SWR'
EXISTING
ROW
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
49
0
4
.
0
3
49
0
3
.
9
2
49
0
3
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49
0
3
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6
7
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0
3
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4
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0
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49
0
9
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0
0
9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00
2.78%
-1.37%
1.10%
1.10%
0.90%1.01%
2.45%2.38%
1.83%
3.36%
1.04%
VP
I
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A
9
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T
A
1
0
+
9
5
.
8
9
'
S
E
'
VP
I
E
L
4
9
0
2
.
9
2
VP
T
S
T
A
1
1
+
7
3
.
8
9
'
S
E
'
VP
T
E
L
4
9
0
3
.
7
3
VCL = 156.00
K = 64.87
LO
W
P
O
I
N
T
S
T
A
1
1
+
0
6
.
6
2
LO
W
P
O
I
N
T
E
L
4
9
0
3
.
3
8
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
12" W 12" W 12" W 12" W
E
E
VAULT E E E E E E E
E E E E E E
E
8" SS 8" SS 8" SS 8" SS
12
"
W
12
"
W
12
"
W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8"
W
8"
W
8"
W
8"
W
8"
W
WAY 2 321WAY 1 321
WAY 3 321
WAY 4 321 WAY 5 321
EE
E E
E
E
E E E E E E E E E E E E E
E
E
E
E
E
E E E E E
E
E
E
E E
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E E E E E E E E
E E E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
UD
UD
UD
UD
UD
UD
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/
S S
/ / / / / / / // / / / / / / /
/ / / / /
/
/
/
/ / / / / / / /
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
EL
E
C
EL
E
C
VA
U
L
T
EL
E
C
VA
U
L
T
EL
E
C
G G G G G G G G G G G G
G
G G G G G G G
EEEEEEEEEEEEEEEEEEEE
E
E
EE
G
G
G G G G
G
G
G
G
G
G
G
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
E
E
EE T
S
T
S
8" A
B
D
N
W
8" A
B
D
N
W
8" A
B
D
N
W
8" A
B
D
N
W
8"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
6"
A
B
D
N
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
10+00'SR'
11+00'SR'
12+00'SR'
13+00'SR'
14+00'SR'
15+00'SR'
10+00'SL'
11+00'SL'
12+00'SL'
13+00'SL'
14+00'SL'
15+00'SL'
13+03'SM'
14+00'SM'
15+00'SM'
12+00'SW'
13+00'SW'
14+00'SW'
15+00'SW'
9+98'SE'
10
+
0
0
'
S
E
'
11+00'
S
E
'
12+00'SE'
13+00'SE'
14+00'SE'
15+00'SE'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
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A
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P
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L
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C
3
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0
2
0
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P
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D
W
G
L
A
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T
N
A
M
E
:
08
-
S
E
(
1
)
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
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n
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O
8
0
5
2
5
-
3
1
5
2
PP08
151 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ELEV.
EXISTING
ELEV.
MA
T
C
H
L
I
N
E
1
5
+
0
0
'
S
E
'
EXISTING ROW
TRACT G
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
PROPOSED STORM
DRAIN CONCRETE
DRIVEWAYCONCRETE
CURB RAMP
CONCRETE
CURB RAMP
9.0' UTILITY
EASEMENT
PROPOSED
ROW
5' SIDEWALK
'SE' LINE
PR
O
S
P
E
C
T
R
O
A
D
FRONTAGE ROAD
FRONTAGE ROAD
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
10+00.03'SL'
9+99.98'SR'
13+03.06'SM' =
13+03.06'SR'
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CONCRETE
DRIVEWAY
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
CURB &
GUTTER-TYPE 2
9+97.49'SE'
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
49
0
6
.
1
9
49
0
6
.
3
9
49
0
6
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5
9
49
0
7
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6
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49
0
8
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3
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7
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9
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2
5
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0
7
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4
6
49
0
7
.
7
2
49
0
7
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8
9
49
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7
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8
8
49
0
7
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8
2
49
0
7
.
7
6
49
0
7
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3
9
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0
9
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0
0
49
0
9
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6
8
49
1
0
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4
1
49
1
1
.
2
3
49
1
2
.
0
4
49
1
2
.
7
9
49
1
3
.
3
5
49
1
3
.
7
7
49
1
4
.
0
8
49
1
4
.
0
8
49
1
3
.
7
9
49
1
3
.
4
0
49
1
3
.
0
2
15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00
1.99%
1.48%
-1.28%3.00%
-1.55%
-1.55%
3.26%
2.73%
2.93%
VP
I
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A
1
5
+
2
5
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3
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6
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4
9
1
3
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VP
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VP
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VP
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L
4
9
1
4
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3
5
VP
T
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T
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1
7
+
4
3
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6
8
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'
VP
T
E
L
4
9
1
3
.
8
8
VCL = 60.00
K = 19.80
VP
C
S
T
A
1
7
+
9
1
.
1
8
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S
E
'
VP
C
E
L
4
9
1
3
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1
5
VP
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S
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A
1
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3
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6
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'
VP
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L
4
9
1
2
.
9
5
VP
T
S
T
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1
8
+
1
6
.
1
8
'
S
E
'
VP
T
E
L
4
9
1
2
.
7
9
VCL = 25.00
K = 93.09
HI
G
H
P
O
I
N
T
S
T
A
1
7
+
1
3
.
0
7
HI
G
H
P
O
I
N
T
E
L
4
9
1
4
.
1
2
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
8"
W
12" W
12" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
VAULT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
12" W
12" W
12" W
8"
W
8"
W
8"
W
8"
W
8"
W
WAY 2
321
WAY 3
321
WAY 4
321
WAY 5
321
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / / /
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / / /
/
/ / / / / / /
/
/ / / / / / /
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / /
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X
X
X
X
GA
S
VA
U
L
T
EL
E
C
G
G
G
GG
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
EEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
11+00'ICD'
12
+
0
0
'
I
C
D
'
14+00'S
R
'
15+00'S
R
'
16+00
'
S
R
'
16+71'SR'
16+72'SL'
14+00'S
L
'
15+00'SL
'
16+00'SL
'
11+31'NEL'
11+41'NER'12+00'NER'
20+04'SEL'
21
+
0
0
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S
E
L
'
21+25'SEL'
20+00'SER'
21
+
0
0
'
S
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R
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15+29'SM'
14+00
'
S
M
'
15+00'S
M
'
14+00'S
W
'
15+00'SW
'
16+00'SW
'
14+00'S
E
'
15+00'S
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16+00'S
E
'
17+
0
0
'
S
E
'
18
+
0
0
'
S
E
'
18+45'SE'
10
+
0
0
'
N
E
'
11+
0
0
'
N
E
'
12+00'NE'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
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:
I:
\
4
7
\
4
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0
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2
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A
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D
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A
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:
09
-
S
E
(
2
)
P
L
O
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D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
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3
1
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2
PP09
152 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
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C
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FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ROW
5'
S
I
D
E
W
A
L
K
PROPOSED
ELEV.
EXISTING
ELEV.
MA
T
C
H
L
I
N
E
1
5
+
0
0
'
S
E
'
FRON
T
A
G
E
R
O
A
D
CO
M
M
E
R
C
I
A
L
R
O
A
D
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
9.0' UT
I
L
I
T
Y
EASEM
E
N
T
10'
S
I
D
E
W
A
L
K
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 1
PROPOSED BIKE
RAMP
EXISTING
ROW
TRACT G
CURB &
GUTTER-TYPE 2
TRACT G
TR
U
C
K
A
P
R
O
N
MOUNTABLE
CURB
FRONTAGE
R
O
A
D
5' SIDE
W
A
L
K
10' SID
E
W
A
L
K
'SE' LINE
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
15+27.36'SL' =
15+28.76'SM'
16+72.42'SL'
16+71.38'SR'
20+00.00'SER'20+04.10'SEL'
20+83.34'SEL' =
20+83.34'SER'
9+87.76'NE'
18+45.37'SE'
11+40.73'NER'
11+30.52'NEL'
CONCRETE
CURB RAMP
5'
S
I
D
E
W
A
L
K
10' SID
E
W
A
L
K
CONCRETE
CURB RAMP9.0'
U
T
I
L
I
T
Y
EAS
E
M
E
N
T
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 1
PROPOSED BIKE
RAMP
5' SIDE
W
A
L
K
10' SID
E
W
A
L
K
PROPOSED
ROW
CURB &
GUTTER-TYPE 2
PROPOSED
ROW
9.0' UT
I
L
I
T
Y
EASEM
E
N
T
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
1.93%-2.00%
-1.21%
-0.69%
-0.69%
49
0
6
.
9
1
49
0
7
.
1
4
49
0
7
.
6
1
49
0
7
.
9
9
49
0
8
.
1
8
49
0
8
.
2
1
49
0
8
.
1
9
49
0
8
.
4
9
49
0
8
.
9
7
49
0
9
.
4
3
49
0
9
.
7
5
49
1
0
.
0
3
49
1
0
.
2
8
49
1
0
.
5
8
49
1
0
.
8
3
49
1
0
.
7
7
49
1
1
.
0
1
49
1
1
.
1
1
49
1
3
.
2
6
49
1
3
.
7
4
49
1
4
.
2
2
49
1
4
.
5
0
49
1
4
.
3
7
49
1
3
.
9
0
49
1
3
.
4
0
49
1
2
.
9
0
49
1
2
.
6
0
49
1
2
.
2
9
49
1
2
.
1
2
49
1
1
.
9
5
49
1
1
.
7
8
49
1
1
.
6
1
49
1
1
.
4
3
9+88 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00
VP
C
S
T
A
1
1
+
0
0
.
0
0
'
N
E
'
VP
C
E
L
4
9
1
4
.
2
2
VP
I
S
T
A
1
1
+
3
0
.
0
0
'
N
E
'
VP
I
E
L
4
9
1
4
.
8
0
VP
T
S
T
A
1
1
+
6
0
.
0
0
'
N
E
'
VP
T
E
L
4
9
1
4
.
2
0
VP
I
S
T
A
1
0
+
2
9
.
2
5
'
N
E
'
EL
4
9
1
2
.
8
6
VP
I
S
T
A
1
2
+
2
5
.
0
0
'
N
E
'
EL
4
9
1
2
.
9
0
VP
I
S
T
A
1
2
+
7
5
.
0
0
'
N
E
'
EL
4
9
1
2
.
2
9
VP
I
S
T
A
1
3
+
1
5
.
3
2
'
N
E
'
EL
4
9
1
2
.
0
2
VCL = 60.00
K = 15.27
HI
G
H
P
O
I
N
T
S
T
A
1
1
+
2
9
.
4
5
HI
G
H
P
O
I
N
T
E
L
4
9
1
4
.
5
1
12"
W
12"
W
12" W 12" W 12" W 12" W
8"
W
12" W
12" W
12" W
12"
W
12"
W
12"
W
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VA
U
L
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
EEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
12"
W
12"
W
12
"
W
12
"
W
12
"
W
UD
UD
UD
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GA
S
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
G G G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
EEE 27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
11+00
'
I
C
D
'
17+00
'
N
'
18+
0
0
'
N
'
19
+
0
0
'
N
'
11+31'NEL'
12+0
0
'
N
E
L
'
13+
0
0
'
N
E
L
'
14
+
0
0
'
N
E
L
'
11+41'NER'
12+00
'
N
E
R
'
13+
0
0
'
N
E
R
'
14
+
0
0
'
N
E
R
'
20+04'SEL'
21
+
0
0
'
S
E
L
'
21+25'SEL'
20+00'SER'
21
+
0
0
'
S
E
R
'
17
+
0
0
'
S
E
'
18
+
0
0
'
S
E
'
18+45'SE'
10
+
0
0
'
N
E
'
11+0
0
'
N
E
'
12+00'N
E
'
13+
0
0
'
N
E
'
14
+
0
0
'
N
E
'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
2
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
10
-
N
E
(
1
)
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP10
153 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
CO
M
M
E
R
C
I
A
L
R
O
A
D
FR
O
N
T
A
G
E
R
O
A
D
TRACT G
TRACT D
9' UTILITY
EASEMENT
PROPOSED
ROW
10' S
I
D
E
W
A
L
K
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
PROPOSED
ELEV.
EXISTING
ELEV.
CONCRETE
CURB RAMP
PROPOSED BIKE
RAMP
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
MATC
H
L
I
N
E
1
4
+
0
0
'
N
E
'
TRACT G
CONCRETE
CURB RAMP
TRUCK A
P
R
O
N
MOUNTABLE
CURB
5' S
I
D
E
W
A
L
K
10' S
I
D
E
W
A
L
K
5'
S
I
D
E
W
A
L
K
FRO
N
T
A
G
E
R
O
A
D
'NE' LINE
9' U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
EXISTING 100-YEAR HIGH
RISK FLOOD FRINGE
20+00.00'SER'
20+04.10'SEL'
18+45.37'SE'
20+83.34'SEL' =
20+83.34'SER'
9+87.76'NE'
11+30.52'NEL'
11+40.73'NER'
5'
S
I
D
E
W
A
L
K
10
'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 2
PROPOSED
ROW
PROPOSED BIKE
RAMP
5' S
I
D
E
W
A
L
K
10' S
I
D
E
W
A
L
K
EXISTING
ROW
PROPOSED
ROW
9' U
T
I
L
I
T
Y
EAS
E
M
E
N
T
9' U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
PROPOSED
ROW
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
0.77%
1.25%
0.58%
VP
I
S
T
A
1
8
+
0
0
.
0
0
'
N
E
'
EL
4
9
1
2
.
4
5
VP
I
S
T
A
1
8
+
2
5
.
0
0
'
N
E
'
EL
4
9
1
2
.
6
5
VP
I
S
T
A
1
9
+
0
7
.
0
0
'
N
E
'
EL
4
9
1
3
.
6
7
VP
C
S
T
A
1
4
+
5
3
.
1
0
'
N
E
'
VP
C
E
L
4
9
1
1
.
0
7
VP
T
S
T
A
1
5
+
5
3
.
1
0
'
N
E
'
VP
T
E
L
4
9
1
1
.
0
1
VCL = 100.00
K = 78.60
49
1
1
.
1
1
49
1
1
.
2
3
49
1
1
.
2
6
49
1
1
.
2
8
49
1
1
.
3
6
49
1
1
.
3
1
49
1
1
.
3
6
49
1
1
.
4
3
49
1
1
.
7
8
49
1
1
.
8
3
49
1
1
.
8
9
49
1
2
.
2
0
49
1
2
.
5
1
49
1
2
.
9
7
49
1
3
.
1
5
49
1
3
.
2
2
49
1
3
.
3
0
49
1
3
.
3
7
49
1
3
.
4
6
49
1
3
.
5
4
49
1
3
.
6
3
49
1
1
.
4
3
49
1
1
.
2
6
49
1
1
.
0
9
49
1
0
.
9
5
49
1
0
.
8
8
49
1
0
.
9
0
49
1
1
.
0
0
49
1
1
.
1
4
49
1
1
.
2
9
49
1
1
.
4
3
49
1
1
.
5
8
49
1
1
.
7
3
49
1
1
.
8
7
49
1
2
.
0
2
49
1
2
.
1
6
49
1
2
.
3
1
49
1
2
.
4
5
49
1
2
.
6
5
49
1
2
.
9
6
49
1
3
.
2
7
49
1
3
.
5
8
14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25
VP
I
S
T
A
1
5
+
0
3
.
1
0
'
N
E
'
VP
I
E
L
4
9
1
0
.
7
2
LO
W
P
O
I
N
T
S
T
A
1
5
+
0
7
.
2
7
LO
W
P
O
I
N
T
E
L
4
9
1
0
.
8
8
8"
W
E
E
E
E
E
E
E
E E E E E E E E E
E
E
E
E
E
E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E
E
E E E E E
E
E
E
E
E E E E E E E E E E E E E E E E E E E E E E E E
8"
W
12" W
12" W
12" W
12" W
12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
UD
UD
UD
UD
UD
UD
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
/ / / /
/
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X
GAS
VAULT
ELEC
E E E E E E E E
GGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E E E E E E E E E
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
19+00'N
'
20+00'N'21+00'N'22+00'N'23+00'N'
23+94'N'
14+00'
N
E
L
'
15+00'NEL'16+00'NEL'17+00'NEL'18+00'NEL'19+00'NEL'
14+00'
N
E
R
'
15+00'NER'16+00'NER'17+00'NER'18+00'NER'19+00'NER'
19+07'NE'
14+00
'
N
E
'
15+00'NE'
16+00'NE'17+00'NE'18+00'NE'19+00'NE'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
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0
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2
9
G
A
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:
11
-
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(
2
)
P
L
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D
A
T
E
:
8/
1
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/
2
0
2
5
36
6
5
J
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a
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k
w
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0
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2
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-
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5
2
PP11
154 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
TRACT D
PROPOSED
ELEV.
EXISTING
ELEV.
CONCRETE
DRIVEWAY
CONCRETE
CURB RAMP
MA
T
C
H
L
I
N
E
1
4
+
0
0
'
N
E
'
CONCRETE
CURB RAMP
PROPOSED STORM
DRAIN FRONTAGE ROAD
FRON
T
A
G
E
R
O
A
D
5' SIDE
W
A
L
K
5' SIDEWALK
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
TRACT G
'NE' LINE
9' UTILITY
EASEMENT
9' UTIL
I
T
Y
EASEM
E
N
T
EXISTING
ROW
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
EXISTING 100-YEAR HIGH
RISK FLOOD FRINGE
19+07.17'NE'
23+93.58'N'
EXISTING
ROW
9' UTILITY
EASEMENT
5' SIDEWALK
CURB &
GUTTER-TYPE 2
5' SIDE
W
A
L
K
PROPOSED
ROW
9' UTILITY
EASEMENT
PROPOSED
ROW
PROPOSED
ROW
PROPOSED STORM
DRAIN
PROPOSED STORM
DRAIN
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
49
0
3
.
3
7
49
0
3
.
4
4
49
0
3
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6
4
49
0
3
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0
3
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4
4
49
0
4
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0
0
49
0
4
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3
0
49
0
4
.
7
2
49
0
4
.
8
5
49
0
4
.
9
6
49
0
5
.
1
1
49
0
5
.
3
2
49
0
5
.
4
9
49
0
5
.
6
7
49
0
5
.
6
7
49
0
5
.
8
0
49
0
6
.
2
5
49
0
6
.
4
9
49
0
6
.
7
7
49
0
7
.
0
5
49
0
3
.
0
8
49
0
3
.
1
5
49
0
3
.
1
6
49
0
3
.
0
8
49
0
2
.
9
7
49
0
2
.
9
2
49
0
2
.
9
7
49
0
3
.
1
1
49
0
3
.
3
5
49
0
3
.
6
8
49
0
3
.
9
7
49
0
4
.
2
6
49
0
4
.
5
8
49
0
4
.
9
0
49
0
5
.
2
3
49
0
5
.
6
1
49
0
6
.
0
7
49
0
6
.
6
2
49
0
7
.
2
6
49
0
7
.
9
6
49
0
8
.
6
7
10+04 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00
2.77%
-0.45%0.33%
1.16%
2.86%
1.29%
1.29%
1.35%
VP
I
S
T
A
1
0
+
0
3
.
6
0
'
S
W
'
EL
4
9
0
3
.
0
8
VP
I
S
T
A
1
2
+
2
5
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0
0
'
S
W
'
EL
4
9
0
3
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6
8
VP
I
S
T
A
1
2
+
7
5
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0
0
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S
W
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EL
4
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0
4
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2
6
VP
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A
1
3
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0
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VP
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1
4
+
6
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0
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S
W
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EL
4
9
0
7
.
6
7
VP
C
S
T
A
1
0
+
1
8
.
5
3
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S
W
'
VP
C
E
L
4
9
0
3
.
1
3
VP
I
S
T
A
1
0
+
4
4
.
5
3
'
S
W
'
VP
I
E
L
4
9
0
3
.
2
2
VP
T
S
T
A
1
0
+
7
0
.
5
3
'
S
W
'
VP
T
E
L
4
9
0
3
.
1
0
VCL = 52.00
K = 66.46
VP
C
S
T
A
1
0
+
9
6
.
6
7
'
S
W
'
VP
C
E
L
4
9
0
2
.
9
8
VP
C
S
T
A
1
3
+
4
5
.
0
0
'
S
W
'
VP
C
E
L
4
9
0
5
.
1
6
VP
T
S
T
A
1
2
+
1
1
.
6
7
'
S
W
'
VP
T
E
L
4
9
0
3
.
5
0
VP
T
S
T
A
1
4
+
5
5
.
0
0
'
S
W
'
VP
T
E
L
4
9
0
7
.
3
9
VCL = 110.00
K = 74.20
VCL = 115.00
K = 64.11
HI
G
H
P
O
I
N
T
S
T
A
1
0
+
4
0
.
7
2
HI
G
H
P
O
I
N
T
E
L
4
9
0
3
.
1
7
LO
W
P
O
I
N
T
S
T
A
1
1
+
2
5
.
4
3
LO
W
P
O
I
N
T
E
L
4
9
0
2
.
9
2
VP
I
S
T
A
1
4
+
0
0
.
0
0
'
S
W
'
VP
I
E
L
4
9
0
5
.
8
7
VP
I
S
T
A
1
1
+
5
4
.
1
7
'
S
W
'
VP
I
E
L
4
9
0
2
.
7
3
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
12" W 12" W 12" W 12" W
E
E E
VAULT E E E E E E E
E E E E E E
E
E E
8"
S
S
8"
S
S
8" S
S
8" S
S
12"
W
12"
W
12
"
W
12
"
W
12
"
W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8"
W
8"
W
8"
W
8"
W
8"
W
WAY 2 321WAY 1 321
WAY 3 321
WAY 4 321 WAY 5 321
EE
E E
E
E
E E E E E E E E E E E E E
E
E
E
E
E
E E E E E
E
E
E
E E
E
E
E
E
E
E
E E E E E E E E
E E E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/
S S
/ / / / / / / // / / / / / / /
/ / / / /
/
/
/
/ / / / / / / /
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
EL
E
C
EL
E
C
VA
U
L
T
EL
E
C
VA
U
L
T
EL
E
C
G G G G G G G G
EEEEEEEEEEEEEEEEEEEE
E
E
EE
G
G
G
G
G
G
GGG
G
G
G
G
G
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
E
E
E
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
12
"
W
12
"
W
E
EE
HYD
T
S
T
S
H2
O
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
6"
A
B
D
N
W
6" ABDN W
6" A
B
D
N
W
6" A
B
D
N
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
10+00'SR'
11+00'SR'
12+00'SR'
13+00'SR'
14+00'SR'
15+00'SR'
10+00'SL'
11+00'SL'
12+00'SL'
13+00'SL'
14+00'SL'
15+00'SL'
13+03'SM'
14+00'SM'
15+00'SM'
10+04'SW'
11+00'SW'
12+00'SW'
13+00'SW'
14+00'SW'
15+00'SW'
11+00'
S
E
'
12+00'SE'
13+00'SE'
14+00'SE'
15+00'SE'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
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T
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F
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L
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D
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A
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:
12
-
S
W
(
1
)
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
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l
d
g
.
2
,
S
u
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t
e
1
0
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Fo
r
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0
5
2
5
-
3
1
5
2
PP12
155 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ELEV.
EXISTING
ELEV.
MA
T
C
H
L
I
N
E
1
5
+
0
0
'
S
W
'
'SW' LINE
5' SIDEWALK
TRACT F
CURB &
GUTTER-TYPE 2
PROPOSED STORM
DRAIN
CONCRETE
CURB RAMP CONCRETE
CURB RAMP
CONCRETE
DRIVEWAY9.0' UTILITY
EASEMENT
PROPOSED
ROW
CURB &
GUTTER-TYPE 1
5' SIDEWALK
PR
O
S
P
E
C
T
R
O
A
D
FRONTAGE ROAD
FRONTAGE ROAD
PROPOSED STORM
DRAIN
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
10+03.60'SW'
13+03.06'SM' =
13+03.06'SR'
9.0' UTILITY
EASEMENT
5' SIDEWALK
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
5' SIDEWALK
CONCRETE
CURB RAMP
CONCRETE
DRIVEWAY
CURB &
GUTTER-TYPE 2
PROPOSED
ROW
EXISTING
ROW
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
49
0
7
.
0
5
49
0
7
.
2
2
49
0
7
.
4
8
49
0
7
.
9
5
49
0
8
.
3
7
49
0
8
.
5
7
49
0
8
.
3
2
49
0
7
.
8
0
49
0
7
.
5
4
49
0
6
.
7
3
49
0
7
.
0
3
49
0
6
.
0
5
49
0
5
.
2
0
49
0
4
.
6
5
49
0
8
.
6
7
49
0
9
.
3
9
49
1
0
.
1
2
49
1
0
.
8
6
49
1
1
.
6
1
49
1
2
.
3
5
49
1
2
.
9
3
49
1
3
.
3
3
49
1
3
.
3
4
49
1
2
.
9
5
49
1
2
.
4
5
49
1
1
.
8
3
49
1
1
.
1
7
15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50
2.98%
-2.00%
-2.62%
2.00%
2.94%
VP
I
S
T
A
1
5
+
2
5
.
0
0
'
S
W
'
EL
4
9
0
9
.
3
9
VP
I
S
T
A
1
5
+
7
5
.
0
0
'
S
W
'
EL
4
9
1
0
.
8
6
VP
I
S
T
A
1
6
+
3
3
.
0
0
'
S
W
'
EL
4
9
1
2
.
5
9
VP
I
S
T
A
1
7
+
5
5
.
0
0
'
S
W
'
EL
4
9
1
2
.
3
5
VP
I
S
T
A
1
8
+
0
0
.
0
0
'
S
W
'
EL
4
9
1
1
.
1
7
VP
C
S
T
A
1
6
+
5
8
.
0
0
'
S
W
'
VP
C
E
L
4
9
1
3
.
0
9
VP
I
S
T
A
1
6
+
8
8
.
0
0
'
S
W
'
VP
I
E
L
4
9
1
3
.
6
9
VP
T
S
T
A
1
7
+
1
8
.
0
0
'
S
W
'
VP
T
E
L
4
9
1
3
.
0
9
VCL = 60.00
K = 15.00
HI
G
H
P
O
I
N
T
S
T
A
1
6
+
8
8
.
0
0
HI
G
H
P
O
I
N
T
E
L
4
9
1
3
.
3
9
12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W
12"
W
E
E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VAULT VAU
L
T
E E E E E E E
E E
E
E
E
E E
E
E
E E E E E E E
E
E
E
E
E E
E
E
E
E E E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
NP
NP
UD
12" W 12" W
8"
W
8"
W
8"
W
8"
W
8"
W
E
E
E
E
E
E
E E E E E
E E E
E E E
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / / /
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / /
/
/
/
/
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
VA
U
L
T
EL
E
C
G G G G G G G G G G G G G G
G E
E
E
E
EEEEEEEEEEEEEE
BL
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
12
+
0
0
'
I
C
D
'
13+00'ICD'
14
+
0
0
'
I
C
D
'
15+
0
0
'
N
'
16
+
0
0
'
N
'
15+00
'
N
W
'
16+
0
0
'
N
W
'
17+00
'
N
W
'
14+00'SR'
15+00'SR'
16+00'SR'
16+71'SR'
16+72'SL'
14+00'SL'
15+00'SL'
16+00'SL'
11+31'NEL'
15+
0
0
'
N
W
L
'
15+42'NWL'
15+0
0
'
N
W
R
'
15+41'NWR'
10+00'SWL'
11+
0
0
'
S
W
L
'
11+40'SWL'
10+00'SWR'
11
+
0
0
'
S
W
R
'
11+34'SWR'
15+29'SM'
14+00'SM'
15+00'SM'
14+00'SW'
15+00'SW'
16+00'SW'
17+
0
0
'
S
W
'
18+0
0
'
S
W
'
14+00'SE'
15+00'SE'
16+00'SE'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
2
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
13
-
S
W
(
2
)
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP13
156 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ELEV.
EXISTING
ELEV.
MA
T
C
H
L
I
N
E
1
5
+
0
0
'
S
W
'
CONCRETE
CURB RAMP
TRACT F
'SW' LINE
PROPOSED BIKE
RAMP
9.0'
U
T
I
L
I
T
Y
EAS
E
M
E
N
T
TRACT F
5' SIDEWALK
10' SIDEWALK
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
TR
U
C
K
A
P
R
O
N
MOUNTABLE
CURB
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
PROPOSED
ROW
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
FRONTAGE ROAD
COM
M
E
R
C
I
A
L
R
O
A
D
STR
E
E
T
E
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
EXISTING 100-YEAR HIGH
RISK FLOOD FRINGE
15+27.66'SL' =
15+28.76'SM'
11+39.78'SWL'
18+36.15'SW'
10+00.00'SWR'
10+50.26'SWL' =
10+50.26'SWR'
11+33.81'SWR'
16+72.42'SL'
16+71.38'SR'
15+41.28'NWR'
15+41.57'NWL'
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
9.0' UTILIT
Y
EASEMENT
PROPOSED
ROW
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2 10
'
S
I
D
E
W
A
L
K
10' SIDE
W
A
L
K
CURB &
GUTTER-TYPE 1
PROPOSED BIKE
RAMP
CURB &
GUTTER-TYPE 2
5' SIDEWALK 10' SIDEWALK
CONCRETE
CURB RAMP
9.0' UTILITY
EASEMENT
9.
0
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
49
0
2
.
2
1
49
0
3
.
4
6
49
0
4
.
2
9
49
0
4
.
3
6
49
0
3
.
7
7
49
0
3
.
1
8
49
0
3
.
3
4
49
0
4
.
5
5
49
0
4
.
9
6
49
0
4
.
8
7
49
0
4
.
3
2
49
0
4
.
3
0
49
0
3
.
9
6
49
1
2
.
4
7
49
1
2
.
6
3
49
1
2
.
7
8
49
1
2
.
9
0
49
1
3
.
0
3
49
1
3
.
0
9
49
1
2
.
9
8
49
1
2
.
7
0
49
1
2
.
3
3
49
1
1
.
9
5
49
1
1
.
6
0
14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00
0.50%
1.15%0.58%-1.50%
-1.41%
VP
I
S
T
A
1
4
+
0
8
.
8
0
'
N
W
'
EL
4
9
1
2
.
2
8
VP
I
S
T
A
1
4
+
2
8
.
8
0
'
N
W
'
EL
4
9
1
2
.
5
1
VP
I
S
T
A
1
4
+
7
5
.
0
0
'
N
W
'
EL
4
9
1
2
.
7
8
VP
I
S
T
A
1
6
+
5
0
.
0
0
'
N
W
'
EL
4
9
1
1
.
9
5
VP
I
S
T
A
1
6
+
9
4
.
5
9
'
N
W
'
EL
4
9
1
1
.
3
2
VP
C
S
T
A
1
5
+
2
7
.
5
0
'
N
W
'
VP
C
E
L
4
9
1
3
.
0
4
VP
I
S
T
A
1
5
+
6
5
.
0
0
'
N
W
'
VP
I
E
L
4
9
1
3
.
2
3
VP
T
S
T
A
1
6
+
0
2
.
5
0
'
N
W
'
VP
T
E
L
4
9
1
2
.
6
7
VCL = 75.00
K = 37.47
0.50%
1.15%0.58%-1.50%
-1.41%
VP
I
S
T
A
1
4
+
0
8
.
8
0
'
N
W
'
EL
4
9
1
2
.
2
8
VP
I
S
T
A
1
4
+
2
8
.
8
0
'
N
W
'
EL
4
9
1
2
.
5
1
VP
I
S
T
A
1
4
+
7
5
.
0
0
'
N
W
'
EL
4
9
1
2
.
7
8
VP
I
S
T
A
1
6
+
5
0
.
0
0
'
N
W
'
EL
4
9
1
1
.
9
5
VP
I
S
T
A
1
6
+
9
4
.
5
9
'
N
W
'
EL
4
9
1
1
.
3
2
VP
C
S
T
A
1
5
+
2
7
.
5
0
'
N
W
'
VP
C
E
L
4
9
1
3
.
0
4
VP
I
S
T
A
1
5
+
6
5
.
0
0
'
N
W
'
VP
I
E
L
4
9
1
3
.
2
3
VP
T
S
T
A
1
6
+
0
2
.
5
0
'
N
W
'
VP
T
E
L
4
9
1
2
.
6
7
VCL = 75.00
K = 37.47
27" SS
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27" S
S
27" S
S
27" S
S
27" S
S
12" W
12"
W
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VAUL
T
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E E E E E E E
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
SD UD
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
X
X
X E
27
"
S
S
27
"
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
27"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
12
+
0
0
'
I
C
D
'
13+00'ICD'
15+
0
0
'
N
'
15+00'NW'
16+
0
0
'
N
W
'
17+
0
0
'
N
W
'
17+38'NW'
16+00'SR'
16+71'SR'
16+72'SL'
16+00'S
L
'
15+0
0
'
N
W
L
'
15+42'NWL'
12+68'NWR'
13+0
0
'
N
W
R
'
14+0
0
'
N
W
R
'
15+00'N
W
R
'
15+41'NWR'
10+00'SWL'
11
+
0
0
'
S
W
L
'
11+40'SWL'
10+00'SWR'
11
+
0
0
'
S
W
R
'
11+34'SWR'
16+00'
S
W
'
17+
0
0
'
S
W
'
18+
0
0
'
S
W
'
16+00'S
E
'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
2
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
14
-
N
W
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP14
157 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ELEV.
EXISTING
ELEV.
'NW' LINE
TRACT F
5' SI
D
E
W
A
L
K
CONCRETE
CURB RAMP
TRU
C
K
A
P
R
O
N
MOUNTABLE
CURB
CURB &
GUTTER-TYPE 2
PROPOSED
ROW
STR
E
E
T
E
FRONTA
G
E
R
O
A
D
COM
M
E
R
C
I
A
L
R
O
A
D
BO
X
E
L
D
E
R
C
R
E
E
K
BO
X
E
L
D
E
R
C
R
E
E
K
PROPOSED BIKE
RAMP
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
10
'
S
I
D
E
W
A
L
K
10' S
I
D
E
W
A
L
K
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CONCRETE
CURB RAMP
9.0' UT
I
L
I
T
Y
EASEM
E
N
T
PROPOSED
ROW
TRACT F
TRACT E
TRACT D
EXISTING
ROW
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
EXISTING 100-YEAR HIGH
RISK FLOOD FRINGE
TOP OF BANK
BOX ELDER CREEK
100-FT BOX ELDER
CREEK BUFFER ZONE
100-YEAR
FLOODWAY
18+36.15'SW'
17+38.14'NW'
11+33.81'SWR'11+39.78'SWL'
10+00.00'SWR'
10+50.26'SWR' =
10+50.26'SWL'
14+08.80'NW'
14+08.80'N'
14+48.81'NWL' =
14+48.81'NWR'
15+41.57'NWL'
15+41.28'NWR'
16+72.42'SL'
16+71.38'SR'
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
10' SI
D
E
W
A
L
K
9.0' UTILITY
EASEMENT
CURB &
GUTTER-TYPE 1
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
10'
S
I
D
E
W
A
L
K
9.0'
U
T
I
L
I
T
Y
EAS
E
M
E
N
T
PROPOSED
ROW
PROPOSED
ROW
PROPOSED BIKE
RAMP
TRANSITION GUTTER
SLOPE FROM 8.33% TO 1.8%
IN 20' PRIOR TO BRIDGE
TRANSITION GUTTER
SLOPE FROM 8.33% TO 1.8%
IN 20' PRIOR TO BRIDGE
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
49
0
1
.
4
7
49
0
5
.
4
9
49
0
5
.
2
2
49
0
4
.
6
5
49
0
4
.
1
4
49
0
3
.
6
8
49
0
3
.
7
5
49
0
7
.
2
2
49
1
0
.
8
7
49
1
1
.
6
5
49
1
1
.
6
4
14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50
1.56%-1.70%
0.39%1.22%
1.15%0.49%
VP
I
S
T
A
1
4
+
0
8
.
8
0
'
N
'
EL
4
9
1
2
.
2
8
VP
I
S
T
A
1
4
+
2
8
.
8
0
'
N
'
EL
4
9
1
2
.
5
1
VP
I
S
T
A
1
4
+
8
8
.
5
6
'
N
'
EL
4
9
1
2
.
8
0
VP
I
S
T
A
1
5
+
0
0
.
0
0
'
N
'
EL
4
9
1
2
.
8
5
VP
I
S
T
A
1
5
+
2
5
.
0
0
'
N
'
EL
4
9
1
3
.
1
5
VP
I
S
T
A
1
6
+
5
0
.
0
0
'
N
'
EL
4
9
1
3
.
0
1
VP
C
S
T
A
1
5
+
4
8
.
5
0
'
N
'
VP
C
E
L
4
9
1
3
.
5
2
VP
I
S
T
A
1
5
+
8
6
.
0
0
'
N
'
VP
I
E
L
4
9
1
4
.
1
0
VP
T
S
T
A
1
6
+
2
3
.
5
0
'
N
'
VP
T
E
L
4
9
1
3
.
4
6
VCL = 75.00
K = 23.01
1.56%-1.70%
0.39%1.22%
1.15%0.49%
VP
I
S
T
A
1
4
+
0
8
.
8
0
'
N
'
EL
4
9
1
2
.
2
8
VP
I
S
T
A
1
4
+
2
8
.
8
0
'
N
'
EL
4
9
1
2
.
5
1
VP
I
S
T
A
1
4
+
8
8
.
5
6
'
N
'
EL
4
9
1
2
.
8
0
VP
I
S
T
A
1
5
+
0
0
.
0
0
'
N
'
EL
4
9
1
2
.
8
5
VP
I
S
T
A
1
5
+
2
5
.
0
0
'
N
'
EL
4
9
1
3
.
1
5
VP
I
S
T
A
1
6
+
5
0
.
0
0
'
N
'
EL
4
9
1
3
.
0
1
VP
C
S
T
A
1
5
+
4
8
.
5
0
'
N
'
VP
C
E
L
4
9
1
3
.
5
2
VP
I
S
T
A
1
5
+
8
6
.
0
0
'
N
'
VP
I
E
L
4
9
1
4
.
1
0
VP
T
S
T
A
1
6
+
2
3
.
5
0
'
N
'
VP
T
E
L
4
9
1
3
.
4
6
VCL = 75.00
K = 23.01
27"
S
S
27"
S
S
27"
S
S
27"
S
S
27"
S
S
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
12
"
W
12
"
W
12"
W
12"
W
12"
W
12"
W
8" W
12
"
W
12
"
W
12
"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E E E E E E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NP NP NP
NP
NP
NP
NP NP NP NP NP NP NP NP NP NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
UD
UD
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GAS
G
G
G
G
G
E
E
E
E
E
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
27
"
S
S
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
BL
27
"
A
B
D
N
S
S
27
"
A
B
D
N
S
S
11
+
0
0
'
I
C
D
'
14
+
0
0
'
I
C
D
'
15+00'N'
16
+
0
0
'
N
'
15+00'
N
W
'
11+31'NEL'
12
+
0
0
'
N
E
L
'
11+41'NER'
12
+
0
0
'
N
E
R
'
15+00'NWL'
15+42'NWL'
12+68'NWR'
13+00'NWR'
14+00'NWR'15+00'NWR
'
15+41'NWR'
20+04'SEL'
20+00'SER'
17
+
0
0
'
S
E
'
11+00'NE'
12
+
0
0
'
N
E
'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
2
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
15
-
N
(
1
)
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP15
158 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
F
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ELEV.
EXISTING
ELEV.
'N' LINE
5' SIDEWALK
CONCRETE
CURB RAMP
TRU
C
K
A
P
R
O
N
MOUNTABLE
CURB
PROPOSED
ROW
STREET E
FR
O
N
T
A
G
E
R
O
A
D
COM
M
E
R
C
I
A
L
R
O
A
D
BO
X
E
L
D
E
R
C
R
E
E
K
BO
X
E
L
D
E
R
C
R
E
E
K
PROPOSED BIKE
RAMP
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
10
'
S
I
D
E
W
A
L
K
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 1
CONCRETE
CURB RAMP
9.0'
U
T
I
L
I
T
Y
EAS
E
M
E
N
T
TRACT D MATCHLINE 16+50'N
'
EXISTING
ROW 9.
0
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
5' SIDEWALK
TRACT G
CONCRETE
CURB RAMP
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
TOP OF BANK
BOX ELDER CREEK
100-FT BOX ELDER
CREEK BUFFER ZONE
EXISTING 100-YEAR
FLOODWAY
EXISTING 100-YEAR HIGH
RISK FLOOD FRINGE
100-YEAR
FLOODWAY
15+41.57'NWL'
15+41.28'NWR'
11+30.52'NEL'
11+40.73'NER'
20+04.10'SEL'
20+00.00'SER'
14+08.80'NW'
14+08.80'N'
14+48.81'NWL' =
14+48.81'NWR'
10' S
I
D
E
W
A
L
K
9.0' UTIL
I
T
Y
EASEME
N
T
PROPOSED
ROW
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
5' SIDE
W
A
L
K
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CONCRETE
CURB RAMP
10' SIDEWALK
9.0' UTILITY
EASEMENT
CURB &
GUTTER-TYPE 1TRANSITION GUTTER
SLOPE FROM 8.33% TO 1.8%
IN 20' PRIOR TO BRIDGE
TRANSITION GUTTER
SLOPE FROM 8.33% TO 1.8%
IN 20' PRIOR TO BRIDGE
PROPOSED BIKE
RAMP
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
49
1
1
.
6
4
49
1
1
.
8
0
49
1
2
.
0
8
49
1
1
.
3
6
49
1
0
.
5
2
49
0
9
.
9
5
49
0
9
.
6
4
49
0
9
.
4
9
49
0
9
.
3
2
49
0
9
.
0
0
49
0
8
.
9
3
49
0
9
.
1
3
49
0
9
.
7
7
49
1
0
.
4
2
49
1
0
.
6
5
49
1
0
.
9
0
49
1
0
.
9
5
49
1
1
.
5
7
49
1
1
.
8
4
49
1
2
.
0
1
49
1
2
.
1
8
16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50
PROPOSED
INLET
-1.37%
-0.67%
0.61%-0.50%
VP
I
S
T
A
1
6
+
5
0
.
0
0
'
N
'
EL
4
9
1
3
.
0
1
VP
I
S
T
A
1
6
+
7
5
.
0
0
'
N
'
EL
4
9
1
2
.
6
7
VP
I
S
T
A
1
7
+
3
9
.
6
4
'
N
'
EL
4
9
1
2
.
2
4
VP
I
S
T
A
2
1
+
2
5
.
0
0
'
N
'
EL
4
9
1
1
.
7
6
VP
C
S
T
A
1
9
+
5
4
.
6
4
'
N
'
VP
C
E
L
4
9
1
1
.
1
7
VP
I
S
T
A
1
9
+
9
4
.
6
4
'
N
'
VP
I
E
L
4
9
1
0
.
9
7
VP
T
S
T
A
2
0
+
3
4
.
6
4
'
N
'
VP
T
E
L
4
9
1
1
.
2
1
VCL = 80.00
K = 72.32
-1.37%
-0.67%
0.61%-0.50%
VP
I
S
T
A
1
6
+
5
0
.
0
0
'
N
'
EL
4
9
1
3
.
0
1
VP
I
S
T
A
1
6
+
7
5
.
0
0
'
N
'
EL
4
9
1
2
.
6
7
VP
I
S
T
A
1
7
+
3
9
.
6
4
'
N
'
EL
4
9
1
2
.
2
4
VP
I
S
T
A
2
1
+
2
5
.
0
0
'
N
'
EL
4
9
1
1
.
7
6
VP
C
S
T
A
1
9
+
5
4
.
6
4
'
N
'
VP
C
E
L
4
9
1
1
.
1
7
VP
I
S
T
A
1
9
+
9
4
.
6
4
'
N
'
VP
I
E
L
4
9
1
0
.
9
7
VP
T
S
T
A
2
0
+
3
4
.
6
4
'
N
'
VP
T
E
L
4
9
1
1
.
2
1
VCL = 80.00
K = 72.32
8"
W
12"
W
12"
W
12"
W
12"
W
12" W
12" W
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
NP
NP
NP
NP
8"
W
12" W
12" W
12" W
12" W
12" W 12" W 12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
UD
UD
UD
UD
/ / / / / / /
/
/ / / / / / /
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / /
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / /
/
/
/
/
/
/ / / /
/
/
/
/
/ / / /
/
/
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / / /
/
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / /
/
/
/
/ / / / / /
/
/
/ / / / / /
/
/
/ / / / / /
/
/
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
XVAULT
ELEC
E
G
G
G
G
G
G
G
G
G
G
G
GGGGGGG
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
BL
BL
BL
BL
BL
BL
BL
BL
16+00'N'
17+
0
0
'
N
'
18+00'
N
'
19+00'N'
20+00'N'
21+00'N'
11+31'NEL'
12+
0
0
'
N
E
L
'
13+00
'
N
E
L
'
14+00'NEL'
15+00'NEL
'
16+00'NE
L
'
17+00'NE
L
'
11+41'NER'
12+
0
0
'
N
E
R
'
13+00
'
N
E
R
'
14+00'NER'
15+00'NE
R
'
16+00'NE
R
'
17+00'NE
R
'
12+
0
0
'
N
E
'
13+0
0
'
N
E
'
14+00'NE'
15+00'NE'
16+00'NE
'
17+00'NE
'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
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T
C
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L
L
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N
S
\
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3
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S
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N
\
0
5
0
2
0
2
_
P
P
.
D
W
G
L
A
Y
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U
T
N
A
M
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:
16
-
N
(
2
)
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
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B
l
d
g
.
2
,
S
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t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP16
159 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ELEV.
EXISTING
ELEV.
MA
T
C
H
L
I
N
E
1
6
+
5
0
'
N
'
PROPOSED STORM
DRAIN
FRO
N
T
A
G
E
R
O
A
D
5' SIDEW
A
L
K
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
TRACT D
'N' LINE
MA
T
C
H
L
I
N
E
2
1
+
5
0
'
N
'
EXISTING
ROW
PROPOSED
ROW
EXISTING
ROW
TRACT D
TRACT G
PROPOSED
ROW
UTILITY
EASEME
N
T
UTILI
T
Y
EASE
M
E
N
T
FRONTA
G
E
R
O
A
D
5' SI
D
E
W
A
L
K
10'
S
I
D
E
W
A
L
K
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 2
CURB &
GUTTER-TYPE 1
PROPOSED BIKE
RAMP
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
9' UT
I
L
I
T
Y
EASE
M
E
N
T
100-YEAR
FLOODWAY
EXISTING 100-YEAR HIGH
RISK FLOOD FRINGE
CURB &
GUTTER-TYPE 2
EXISTING
ROW
CONCRETE
DRIVEWAY
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
9' U
T
I
L
I
T
Y
EAS
E
M
E
N
T
CURB &
GUTTER-TYPE 2
PROPOSED BIKE
RAMP
EXISTING
ROW
PROPOSED
ROW
5' SIDEW
A
L
K
10'
S
I
D
E
W
A
L
K
9.0' UTILIT
Y
EASEMENT
5' SI
D
E
W
A
L
K
EXISTING
ROW
PROPOSED STORM
DRAIN
4905
4910
4915
4920
4925
4930
4905
4910
4915
4920
4925
4930
49
1
2
.
1
8
49
1
2
.
5
4
49
1
2
.
5
6
49
1
2
.
5
1
49
1
2
.
6
4
49
1
2
.
8
0
49
1
2
.
9
5
49
1
3
.
0
9
49
1
3
.
1
3
49
1
3
.
1
6
21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 24+50
0.64%
0.58%
VP
I
S
T
A
2
3
+
5
0
.
0
0
'
N
'
EL
4
9
1
3
.
0
7
VP
I
S
T
A
2
3
+
9
2
.
8
9
'
N
'
EL
4
9
1
3
.
3
4
0.64%
0.58%
VP
I
S
T
A
2
3
+
5
0
.
0
0
'
N
'
EL
4
9
1
3
.
0
7
VP
I
S
T
A
2
3
+
9
2
.
8
9
'
N
'
EL
4
9
1
3
.
3
4
E
E E
E
E
E
E E E E E E EEE
E E E E E E E E E E E E E E E E E
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W
12" W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X X X X
/ / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / /
/
/ / / / / /
/
/
W
W
W
W
W
W
W
W
W
W
X X X X X X X X X
GAS
VAULT
ELEC
E E E E E E E E
GGGGGGGGGG
E
27" SS
8" SS
8" SS
8" SS
8" S
S
8" S
S
BL
BL
BL
BL
BL
BL
BL
BL
W
W
W
W
W
W
W
W
12" W
W
W
W
8" SS
8" SS
8" SS
ST
ST
SEF
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
22+00'N'23+00'N'
23+94'N'
17+00'NEL'18+00'NEL'19+00'NEL'19+84'NEL'
17+00'NER'18+00'NER'19+00'NER'19+84'NER'
19+07'NE'17+00'NE'18+00'NE'19+00'NE'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
2
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
17
-
N
(
3
)
P
L
O
T
D
A
T
E
:
8/
1
5
/
2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
y
,
B
l
d
g
.
2
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
O
8
0
5
2
5
-
3
1
5
2
PP17
160 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
TRACT D
PROPOSED
ELEV.
EXISTING
ELEV.
FRONTAG
E
R
O
A
D
5' SIDEWALK
CURB &
GUTTER-TYPE 2
TRACT G
'N' LINE
MA
T
C
H
L
I
N
E
2
1
+
5
0
'
N
'
EXISTING
ROW
9' UTILITY
EASEMENT
5' SIDEWALK
FRONTAGE ROAD
9' UTILITY
EASEMENT
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
30
'
S
A
N
I
T
A
R
Y
E
A
S
E
M
E
N
T
PROPOSED
PROFILE
EXISTING
PROFILE
100-YEAR
FLOODWAY
TIE TO EXISTING CURB &
GUTTER - TYPE 2
EXISTING
ROW
CURB &
GUTTER-TYPE 2
5' SIDEWALK
23+93.58'N'
19+83.89'NEL'
19+07.17'NE'
19+83.89'NER'
PROPOSED
ROW
5' SIDEWALK
PROPOSED
ROW
4895
4900
4905
4910
4915
4920
4895
4900
4905
4910
4915
4920
0.86%
2.68%
2.82%
VP
I
S
T
A
1
3
+
0
3
.
0
6
'
S
M
'
EL
4
9
0
5
.
6
3
VP
I
S
T
A
1
5
+
0
0
.
0
0
'
S
M
'
EL
4
9
0
9
.
0
9
VP
I
S
T
A
1
5
+
2
8
.
7
6
'
S
M
'
EL
4
9
0
9
.
9
0
VP
C
S
T
A
1
3
+
4
8
.
0
0
'
S
M
'
VP
C
E
L
4
9
0
6
.
0
1
VP
I
S
T
A
1
4
+
0
3
.
0
0
'
S
M
'
VP
I
E
L
4
9
0
6
.
4
9
VP
T
S
T
A
1
4
+
5
8
.
0
0
'
S
M
'
VP
T
E
L
4
9
0
7
.
9
6
VCL = 110.00
K = 60.44
49
0
7
.
2
7
49
0
7
.
5
1
49
0
7
.
7
5
49
0
7
.
7
6
49
0
7
.
4
3
49
0
8
.
1
0
49
0
8
.
2
3
49
0
8
.
4
9
49
0
8
.
6
9
49
0
5
.
8
1
49
0
6
.
0
3
49
0
6
.
3
0
49
0
6
.
6
8
49
0
7
.
1
6
49
0
7
.
7
5
49
0
8
.
4
2
49
0
9
.
0
9
49
0
9
.
7
9
12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00
12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W
12"
W
12"
W
12"
W
E
E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
VAULT VAU
L
T
E E E E E E E
E E
E
E
E
E E
E
E
E E E E E E E
E
E
E
E
E E
E
E
E
E E E
E
E
E E
E
E
E
E
E
E
E
E
8" SS 8" SS 8" SS
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8"
W
8"
W
8"
W
8"
W
8"
W
WAY 2 321WAY 1 321
WAY 3 321 WAY 4 321
WAY 5 321
EE
E E E E E E E E E
E
E
E
E
E
E E E E E
E
E
E
E
E
E
E E E E E E E E
E E E
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
VA
U
L
T
EL
E
C
G G G G G G G G G G
G
G G G G G G G G G G G G G G
G
G
G
G
E
E
E
E
EEEEEEEEEEEEEEEEEEEEEEEE
12
+
0
0
'
I
C
D
'
12+00'SR'
13+00'SR'
14+00'SR'
15+00'SR'
16+00'SR'
16+71'SR'
16+72'SL'
12+00'SL'
13+00'SL'
14+00'SL'
15+00'SL'
16+00'SL'
20+00'SER'
15+29'SM'
13+03'SM'
14+00'SM'
15+00'SM'
12+00'SW'
13+00'SW'
14+00'SW'
15+00'SW'
16+00'SW'
17+
0
0
'
S
W
'
12+00'SE'
13+00'SE'
14+00'SE'
15+00'SE'
16+00'SE'
17
+
0
0
'
S
E
'
Sheet
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
I:
\
4
7
\
4
7
0
3
2
9
G
A
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
-
F
O
R
T
C
O
L
L
I
N
S
\
C
3
D
\
S
H
E
E
T
S
P
L
A
N
\
0
5
0
2
0
2
_
P
P
.
D
W
G
L
A
Y
O
U
T
N
A
M
E
:
18
-
S
M
P
L
O
T
D
A
T
E
:
8/
1
5
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2
0
2
5
36
6
5
J
F
K
P
a
r
k
w
a
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B
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d
g
.
2
,
S
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t
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1
0
0
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r
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l
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,
C
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8
0
5
2
5
-
3
1
5
2
PP18
161 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
E
C
T
FR
O
N
T
A
G
E
R
O
A
D
EO
P
P
L
A
N
&
P
R
O
F
I
L
E
KEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
PROPOSED
ELEV.
EXISTING
ELEV.
EXISTING ROW
TRACT F
CURB &
GUTTER-TYPE 1
CURB &
GUTTER-TYPE 2
PROPOSED STORM
DRAIN
CONCRETE
DRIVEWAY
CONCRETE
CURB RAMP
CONCRETE
CURB RAMP
9.0' UTILITY
EASEMENT
PROPOSED
ROW
5' SIDEWALK
'SM' LINE
FRONTAGE ROAD
FRONTAGE ROAD
TRACT G
PROFILE IS TO EDGE OF
PAVEMENT/CURB LIP
PROPOSED
PROFILE
EXISTING
PROFILE
9.0' UTILITY
EASEMENT
5' SIDEWALK
CONCRETE
DRIVEWAY
CONCRETE
CURB RAMP CONCRETE
CURB RAMP
EXISTING ROW
PROPOSED
ROW
CURB &
GUTTER-TYPE 2
15+27.66'SL' =
15+28.76'SM'
13+03.06'SM' =
13+03.06'SR'
16+72.42'SL'
16+71.38'SR'
13'SR'+50
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
14'SR'+00
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
14'SR'+50
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'SR'+00
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'SR'+50
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
PLE
PLE
PLE
PLE
PLE
PLE
PLE
PLE
PLE
PLE
2.4%1.6%1.6%2.0%2.0%2.0%
'SR' LINE
4.0:1
4.0:1 4.0:1
4.0:14.0:1
4.0:13.9:1
31
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17
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1
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4
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1
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RW
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EX
RW
EX
RW
EX
RW
EX
RW
EX
RW
EX
RW
EX
RW
RW
RW
RW
RW
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2.2%1.8%1.8%2.0%2.0%2.0%
2.0%7.0%2.0%2.0%2.0%2.0%7.0%2.0%2.0%
1.9%2.1%1.9%2.0%2.0%2.0%
2.0%2.0%2.0%2.0%2.0%2.0%2.0%
'SR' LINE
11'SR'+00
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
11'SR'+50
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12'SR'+00
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12'SR'+50
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
13'SR'+00
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
PLE
PLE
PLE
PLE
PLE
PLE
PLE
PLE
PLE
2.0%1.1%2.1%1.9%1.9%1.9%1.9%1.9%1.9%1.9%1.9%0.9%0.9%0.9%0.9%0.9%1.9%1.9%2.1%2.0%2.0%
4.0:11.6%
31
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0
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RW
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RW
2.2%2.0%1.6%2.0%2.1%
EX
RW
EX
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RW
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29
.
4
7
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4
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0
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EX
RW
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RW
RW
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2.0%2.0%2.0%2.0%2.0%2.0%2.0%
2.0%2.0%2.0%2.0%2.0%2.0%2.0%
2.2%2.0%2.0%2.0%2.0%2.0%2.0% -5
5
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4
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24
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4
7
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4
9
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4
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0
0
'SR' LINE
16'SR'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16'SR'+60
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16'SR'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0.6%2.5%2.4%
1.2%2.1%2.2%
PLE
PLE
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4.0:1
4.1:1
4.1:1
14
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5
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RW
EX
RW
EX
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1.0%2.2%2.2%
RW
RW
RW
Sheet
DR
A
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G
F
I
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:
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4
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8/
1
5
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2
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5
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XS01
162 of 168
GA
T
E
W
A
Y
A
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P
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P
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C
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FR
O
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T
A
G
E
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A
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CR
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S
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C
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N
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16'SL'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16'SL'+51
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16'SL'+61
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'SL' LINE
2.3%2.2%2.1%
2.2%2.2%2.1%
PLE
PLE
PLE
2.0%2.0%2.0%
4.0:1
4.1:1
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XS02
163 of 168
GA
T
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W
A
Y
A
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P
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P
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FR
O
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T
A
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CR
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C
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N
S
13'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
13'NER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
14'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
14'NER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NER' LINE
PLE
PLE
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PLE
PLE
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4.0:1
4.0:1
4.0:1
4.0:1
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2.0%2.0%2.0%2.0%2.0%2.0%
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2.0%2.0%2.0%2.0%2.0%2.0%
11'NER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
11'NER'+75
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12'NER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NER' LINE
PLE
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4.1:1
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2.2%2.2%1.5%15'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'NER'+70
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16'NER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NER' LINE
PLE
PLE
PLE
PLE
PLE
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4.0:1
4.0:1
4.0:14.0:1
4.0:14.0:1
21
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EX
RW
EX
RW
EX
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EX
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EX
RW
EX
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EX
RW
EX
RW
2.0%2.0%2.0%2.0%2.0%2.0%2.0%
RW
RW
RW
2.0%5.8%2.0%2.0%2.0%2.0%2.0%
2.0%3.0%2.0%2.0%2.0%2.0%2.0%2.0%
2.0%2.0%2.0%2.0%2.0%2.0%4.0:1
17'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
17'NER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
18'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
18'NER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NER' LINE
PLE
PLE
PLE
PLE
PLE
PLE
PLE
PLE
4.0:14.1:1
4.0:14.0:1
4.0:14.0:1
4.0:14.0:1
19
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EX
RW
EX
RW
EX
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EX
RW
EX
RW
EX
RW
EX
RW
EX
RW
2.0%2.0%2.0%2.0%2.0%2.0%2.0%
2.0%2.0%2.0%2.0%2.0%2.0%2.0%
1.4%2.0%2.0%2.0%2.0%2.0%1.2%
2.0%2.0%2.0%2.0%2.0%2.0%2.0%
Sheet
DR
A
W
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G
F
I
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A
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:
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4
7
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4
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:
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P
L
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D
A
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:
8/
1
5
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2
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2
5
36
6
5
J
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k
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a
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8
0
5
2
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3
1
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2
XS03
164 of 168
GA
T
E
W
A
Y
A
T
P
R
O
S
P
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C
T
FR
O
N
T
A
G
E
R
O
A
D
CR
O
S
S
S
E
C
T
I
O
N
S
19'NER'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
18'NER'+75
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NER' LINE
PLE
PLE
PLE
PLE
0.1%2.0%2.0%2.0%2.0%2.0%0.4%
0.7%2.0%2.0%2.0%2.0%2.0%0.8%4.0:1 4.0:1
4.0:1
4.0:1
19
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6
9
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9
1
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2
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EX
RW
EX
RW
EX
RW
EX
RW
11'NEL'+40
4900
4910
4920
4930
4940
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12'NEL'+00
4900
4910
4920
4930
4940
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NEL' LINE
11'NEL'+64
4900
4910
4920
4930
4940
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
2.1%1.9%
2.1%2.4%
2.3%2.3%1.8%
PLE
PLE
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4.1:1
4.2:1
4.0:1
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Sheet
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XS04
165 of 168
GA
T
E
W
A
Y
A
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P
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O
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T
A
G
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A
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CR
O
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C
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N
S
14'NWR'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'NWR'+00
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'NWR'+25
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NWR' LINE
1.7%2.1%2.1%
1.6%2.1%2.0%
RW
PLE PLE
PLE
PLE
2.1%2.0%2.0%1.8%2.0%2.0%
4.2:1
4.1:1
4.0:1
4.0:1
14
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15'NWL'+00
4900
4910
4920
4930
4940
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'NWL'+25
4900
4910
4920
4930
4940
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NWL' LINE
1.5%2.3%
RW
RW
PLE
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2.0%2.0%2.0%
4.2:1
2.2%
4.0:1
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XS05
166 of 168
GA
T
E
W
A
Y
A
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P
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O
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A
G
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20'SER'+15
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
20'SER'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
20'SER'+75
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'SER' LINE
PLE
PLE
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2.1%2.1%2.1%
2.0%2.0%2.0%
2.0%2.0%2.0%
4.0:1
4.0:1
4.0:1
18
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20'SEL'+17
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
20'SEL'+75
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'SEL' LINE
20'SEL'+50
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
1.6%2.3%1.4%
1.5%2.3%2.4%PLE
PLE
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4.1:1
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XS06
167 of 168
GA
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10'SWR'+75
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
10'SWR'+95
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
11'SWR'+25
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
10'SWR'+50
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'SWR' LINE
PLE
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0.7%2.5%
0.7%2.5%2.4%2.2%
1.3%2.3%2.2%
1.1%2.0%2.0%2.5%
4.0:1
4.4:1
4.2:1
4.1:1
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10'SWL'+75
4880
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0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
10'SWL'+95
4880
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0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
11'SWL'+30
4880
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0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'SWL' LINE
2.3%2.3%1.6%
PLE
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2.0%2.0%
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168 of 168
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