HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCS1No.Revisions:By:Date:P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - CS1.dwg LAYOUT NAME: CS1 DATE: May 25, 2022 - 1:18am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR1] [22-0052 - Coordination List] [22-0052 - Benchmark] [22-0052 - Basis of Bearing] [22-0052 - Disclaimer Statement] [22-0052 - Certification Statement] [22-0052 - Surface Exploration] [22-0052 - Original Field Survey] [22-0052 - Site Plan (By Others)] [22-0052 - Matchlines] [102-002_xEXST] [1896-001_xADJ] [SECTION CUTS]These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.REVIEW SETNOT FOR CONSTRUCTION05/25/2022RUDOLPH FARMof 43
PRELIMINARY UTILITY PLANS
FOR
FORT COLLINS, COLORADO
RUDOLPH FARM
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
1
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-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
BENCHMARK:
CITY OF FORT COLLINS BENCHMARK 27-01
NORTHEAST CORNER OF C.R.5 AND E. PROSPECT RD., ON THE END OF A
BLOCK OF A 15" DIAMETER STEEL PIPE.
ELEV.= 4918.13
CITY OF FORT COLLINS BENCHMARK 47-01
SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST
END OF THE PARAPET WALL THE THE BRIDGE (B16 AM) OVER I-25, ON A
DEPT OF HIGHWAYS BRASS CAP.
ELEV.= 4934.13
BASIS OF BEARING:
ASSUMING THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 15,
TOWNSHIP 7 NORTH, RANGE 68 WEST, AS BEARING SOUTH 89°38'43" EAST AS SHOWN
ON THE PLAT.
DISCLAIMER STATEMENT:
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.
CERTIFICATION STATEMENT:
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 REVISIONS, AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
SUB SURFACE EXPLORATION BY:
EARTH ENGINEERING CONSULTANTS, LLC
SUBSURFACE EXPLORATION REPORT
PROSPECT/I-25 DEVELOPMENT
EEC PROJECT #1052027
APRIL 2005
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
NOVEMBER 2021
ADDITIONAL SURVEY:
NORTHERN ENGINEERING SERVICES, INC.
APRIL 2022
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 NGVD UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) US REQUIRED
FOR ANY PURPOSED, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date
WATER/SEWER CHIEF ENGINEER
DATE:
ACCEPTED BY:
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.
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
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:COVER SHEET1 CS1 COVER SHEET
2 - 3 CS2 - CS3 GENERAL, CONSTRUCTION & EROSION CONTROL NOTES
4 EC1 EXISTING CONDITIONS AND DEMOLITION PLAN
UTILITY SHEETS
5 OU1 OVERALL UTILITY PLAN
6 - 12 U1 - U7 UTILITY PLAN
GRADING SHEETS
13 OG1 OVERALL GRADING PLAN
14 - 26 G1 - G13 GRADING PLAN
ROADWAY SHEETS
27 - 30 R1 - R4 CARRIAGE PARKWAY PLAN & PROFILE
31 - 33 R5 - R7 STREET A PLAN & PROFILE
34 - 35 R8-R9 STREET B PLAN & PROFILE
36 - 37 R10 - R11 PROSPECT ROAD PLAN & PROFILE
SIGNAGE & STRIPING SHEETS
38 SN1 SIGNAGE PLAN
39 SN2 CARRIAGE PARKWAY STRIPING PLAN
40 SN3 PROSPECT ROAD STRIPING PLAN
41 SN4 ULTIMATE PROSPECT ROAD STRIPING PLAN
DRAINAGE SHEETS
42 DR1 HISTORIC DRAINAGE PLAN
43 DR2 DEVELOPED DRAINAGE PLAN
GEOTECHNICAL ENGINEER
Earth Engineering Company, Inc.
David Richer, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
Northern Engineering Services, Inc.
Robbie Lauer
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE ENGINEER
Northern Engineering Services, Inc.
Steve Lund, PLS
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Ruth Rollins, PE
Rollins Consult, LLC
1112 Remington Street
Fort Collins, CO. 80524
(970) 213-2393
TRAFFIC ENGINEER
Pacific North
Bryan Byler
900 Castleton Road, Suite 118
Castle Rock, CO 80109
(303) 955-5291
DEVELOPER/APPLICANT
CONTACT INFORMATION:
SHEET INDEX:VICINITY MAP:
Norris Design
Bill Mahar
1101 E Bannock Street
Denver, CO 80204
(303) 892-1166
PLANNER
N/A1"=2000'INTERSTATE 25E. MULBERRY STREET
PROSPECT ROAD COUNTY ROAD 5PROJECT
LOCATION
CL R/W PUER/WPUE
STREET A
9.0' ESMT 9.0' ESMT
5.0' S/W5.0' S/W 50.0' FL-FL
38.5' ROW38.5' ROW
77.0' ROW
8.0' PKWY 8.0' PKWY
25.0'25.0'
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
COMMERCIAL LOCAL STREET, FORT COLLINS FIGURE 7-6F
50' FLOWLINE TO FLOWLINE
VERTICAL CURB, GUTTER, & DETACHED SIDEWALK
N.T.S.
CL
5.0' S/W 5.0' S/W
PUER/W
56.5' R/W 30.0' ESMT
83.0' FL-FL
9.5' PKWY8.0' PKWY
41.5' CL-FC41.5' CL-FC
TURN LANE12.0'11.0'3.0'6.0'TRAVEL LANETRAVEL LANEBUFFERBIKE LANE19.0'12.0'11.0'3.0'6.0'TURN LANETRAVEL LANETRAVEL LANEBUFFERBIKE LANEPROSPECT RD
4-LANE ARTERIAL STREET, FORT COLLINS FIGURE 7-2F
83' FLOWLINE TO FLOWLINE
VERTICAL CURB, GUTTER, & DETACHED SIDEWALK
N.T.S.
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
5.0' S/W
104.0' ROADWAY
5.0' S/W3.0'11.0'12.0'12.0'12.0'4.0'12.0'11.0'3.0'6.0'12.0'6.0'
73.0' R/W 35.2' ESMT
TRAVEL LANE9.5' PKWY8.0' PKWY
TRAVEL LANEBUFFERBIKE LANETURN LANETURN LANETRAVEL LANETRAVEL LANEBUFFERBIKE LANETURN LANE30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER BUFFER4-LANE ARTERIAL STREET, FORT COLLINS FIGURE 7-2F
104' FLOWLINE TO FLOWLINE
VERTICAL CURB, GUTTER, & DETACHED SIDEWALK
N.T.S.
PUE R/W CL PUER/W
5.0' S/W
9.0' ESMT
54.0' FL-FL 5.0' S/W
9.0' ESMT40.5' R/W 40.5' R/W
8.5' PKWY8.5' PKWY
BIKE LANE6.0'12.0'12.0'3.0'6.0'BUFFERTURN LANETRAVEL LANEBUFFERBIKE LANE12.0'3.0'TRAVEL LANECARRIAGE PARKWAY
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
COLLECTOR WITH PARKING, FORT COLLINS FIGURE 7-5F
54' FLOWLINE TO FLOWLINE
VERTICAL CURB, GUTTER, & DETACHED SIDEWALK
N.T.S.
5.0' S/W
95.0' FL-FL
5.0' S/W5.0'3.0'12.0'12.0'12.0'12.0'3.0'6.0'12.0'TURN LANETRAVEL LANETURN LANEBUFFERBIKE LANETURN LANETRAVEL LANEBUFFERBIKE LANEACCELERATIONLANE8.0' PKWY 8.0' PKWY
COLLECTOR WITH PARKING, FORT COLLINS FIGURE 7-5F
95' FLOWLINE TO FLOWLINE
VERTICAL CURB, GUTTER, & DETACHED SIDEWALK
N.T.S.
12.0'
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
4.0'BUFFERPUE R/W CL R/W PUE
8.0' PKWY
35.5' ROW9.0' ESMT 35.5' ROW 9.0' ESMT
44.0' FL-FL
71.0' ROW
22.0'22.0'
5.0' S/W 9.0' PKWY 4.0' S/W
STREET B
INDUSTRIAL LOCAL STREET, FORT COLLINS FIGURE 7-7F
44' FLOWLINE TO FLOWLINE
VERTICAL CURB, GUTTER, & DETACHED SIDEWALK
N.T.S.
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
CS2No.Revisions:By:Date:P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - CS2.dwg LAYOUT NAME: CS2 DATE: May 25, 2022 - 1:18am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR1] [22-0052 - General Notes]These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.REVIEW SETNOT FOR CONSTRUCTION05/25/2022RUDOLPH FARMof 43
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 Preliminary Utility Plans dated May 25, 2022 by Northern Engineering 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 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 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 City of Fort Collins.
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:
CITY OF FORT COLLINS BENCHMARK 27-01
Northeast corner of C.R.5 and E. Prospect Rd., on the end of a block of a 15" diameter steel pipe.
ELEV.=4918.13
City of Fort Collins Benchmark 47-01
South Side of Prospect Road where it intersects I-25, on the West end of the parapet wall the the bridge (B16 AM) over I-25, on a dept of Highways
Brass Cap.
ELEV.=4934.13
ELEV.=
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 NGVD UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) US REQUIRED FOR ANY PURPOSED, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'
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: N.A.
B.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.For additional information see separate Stormwater Management Plan / Erosion Control Report for Rudolph Farm
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. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
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.
B.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 epoxy 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.Epoxy 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.
D.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 Preliminary Utility Plans dated May 25, 2022 by Northern Engineering 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.
B. STREET IMPROVEMENT NOTES:
2
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
GENERAL, CONSTRUCTION & EROSIONCONTROL NOTESUTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date N/A
CS3No.Revisions:By:Date:P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - CS3.dwg LAYOUT NAME: CS3 DATE: May 25, 2022 - 1:19am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR1] [22-0052 - East Larimer County - Water Notes] [22-0052 - City of Greeley Notes]These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.REVIEW SETNOT FOR CONSTRUCTION05/25/2022RUDOLPH FARMof 43
15.Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and
service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to
maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. 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 developer's expense by District
personnel or the District's authorized contractor with no exception.
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 chlorination test report, bacteriological test report, hydrotest report,
compaction testing report, verification of project 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:
a.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.
21.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 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 Adobe (PDF), AutoCAD and ArcView shape files (release version to
be confirmed with District at time of submittal).
22.Warranty: The Owner 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 years from date of Preliminary Acceptance.
During this warranty period the Owner 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.
E.EAST LARIMER COUNTY WATER DISTRICT
GENERAL NOTES FOR CONSTRUCTION CONT.
Version: 11/22/2019
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 4-ft
from any District waterline 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:
a.Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18
(pressure class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC)
Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR
18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC)
Water Transmission Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall
be specified based on engineered design.
b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six
hundred (600) volt taped to top of pipe and surfaced at each hydrant into a tracer wire box.
c.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.
d.Materials and Installation: All materials installed shall be new and free of manufacturer defects. Any defective or
damaged materials noted on the construction site shall be so marked and removed from the site. Under no
circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.
e.Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard
C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure
rating.
f.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut
and resilient seat.
g.Butterfly Valves: 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, resilient seat and shall be equipped with sand bonnet.
h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable
manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous
Pacer WB-67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings.
i.Pipe, Valve and Fitting Wrap: All 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 have zinc
caps installed.
10.Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a
depth below established grade equal to 1/4 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 per the pipe
manufacturer’s installation recommendations. Note maximum trench width detail.
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. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical
equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per
road authority’s requirements, and 90% 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 anchor couplings and/or 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 completed utilizing Type 5 or equal cement only.
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.
E.EAST LARIMER COUNTY WATER DISTRICT
GENERAL NOTES FOR CONSTRUCTION
1.All easements and Rights-of-Way crossing the City of Greeley Easement are subject to the rights of said City of Greeley
Easement.
2.There shall be no permanent structures, concrete slabs, detention ponds, fences, walls, trees, or other landscaping or berms
greater than 3 feet at mature growth, or other obstructions within the City of Greeley Easement. no cover shall be removed
and/or added without written permission from City of Greeley Water Engineer.
3.There shall be no other utilities within the City of Greeley Easement except at right angle crossings and unless previously
approved by the City of Greeley Water & Sewer Department. All plans shall be submitted during the design phase at least
two weeks prior to construction and shall show potholed locations and elevations in plan and profile view. Greeley Water &
Sewer will issue appropriate crossing approval.
4.In the event that excavation is required for the City of Greeley water pipelines due to water pipeline repairs, replacement or
other operations, the excavation will be backfilled safely but surface restoration will not be done by/ or at the expense of the
City of Greeley.
5.Greeley water pipeline locations are approximate, contact Keith Ikenouye at 970 371-3718 72 hours in advance of any locate
request or any construction activities within the Greeley Water Pipeline Easement.
6.There shall be no vibratory or heavy sheepsfoot compaction within 20 feet of the existing water transmission pipeline. Static
compaction equipment shall be used.
7.Greeley pipelines are to have a minimum of six (6) feet of cover at all locations to be used as a land bridge during any
construction activities.
8.Greeley water line support at crossings shall be incorporated into the design if proposed utility crossing is below the water line
using open trench construction.
9.Any irrigation lines and/or sprinkler systems located within Greeley Easement requires contractor to provide Greeley a full set
of landscaping & irrigation/sprinkler system plans for review and approval. Plans to be provided a minimum of 2 weeks prior
to construction. Valve boxes are not to be located within Greeley's Easement.
10.Any work to be done on City of Greeley waterline(s) shall conform to current City of Greeley Specifications.
D.CITY OF GREELEY NOTES:
3
1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General
Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as the
Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria
set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant
sources associated with these Construction Activities and preventing those pollutants from leaving the
project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual
under Chapter 4: Construction Control Measures and should be used to identify and define what is
needed on a project.
2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the
specifications laid out in the Manual, the Development Agreement, the Erosion Control Materials
compiled for this project, and the following notes as all these materials are applicable to this project.
3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start
of land disturbing activities until final stabilization of the construction site.
4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired
start of any construction activities on this site to allow adequate time for on-site confirmation (initial
inspection which can take up to two business days after receiving the request) that the site is in fact
protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to
schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing,
tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before
construction activities commence is an automatic "Notice of Violation" and can result in further
enforcement actions.
5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent
downstream and leeward properties. This includes but is not limited to: trees, shrubs, lawns, walks,
pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed
for removal, relocation, or replacement in the course of construction.
6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed,
selected, installed, maintain, repaired, replaced, and ultimately removed in order to prevent and control
erosion suspension, sediment transportation, and pollutant discharge as a result of construction
activities associated with this project.
7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be
installed prior to those construction activities commencing.
8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field
may warrant Control Measures in addition, or different, to what is shown on these plans, the Developer
shall at all times be responsible to implement the Control Measures that are most effective with the
current state and progress of construction. The Developer shall implement whatever measures are
determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall
insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site
conditions, with updates being initialed and dated. These site inspections and site condition updates
shall be made available upon request by the City.
9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other
written site-specific documents (Including but not limited to the erosion control reports, development
agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for
City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other
pollution source Control Measures. The Developer shall be responsible to comply with all of these
aforementioned laws and regulations.
10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges
Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers' 404
Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These
permits or copies shall be made available upon request by the City.
11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of
materials, workmanship, records, and self-inspections, etc. of the Control Measures involved in the
construction activities.
12.The Developer shall request clarification of all apparent site construction issues that may arise due to
inconsistencies in construction plans for the site or site conditions around the selected Control Measures
by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any
explanations, interpretations, or supplementary data provided by others.
13.All Control Measures shall be installed in accordance with the Manual.
14.The City reserves the right to require additional Control Measures as site conditions warrant, to the
extent authorized by relevant legal authority.
15.As with any construction standards, occasions may arise where the minimum erosion control standards
are either inappropriate or cannot be justified. In these cases, a variance to these be applied for
pursuant to the terms, conditions, and procedures of the Manual.
16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a
minimum of once every two weeks during construction and within 24 hours following a precipitation
event. Documentation of each inspection shall be recorded and retained by the contractor.
17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to
assure continual performance of their intended function. 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 drainage way.
18.Any Control Measure may be substituted for another standard Control Measure so long as that Control
Measure is equal to, or of greater protection than the original Control Measure that was to be used in
that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction
sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied
by a construction fence to prevent vehicle traffic.
19.Any implementation or replacement of existing Control Measures for a non-standard control, or
alternative Control Measure, shall require the review and acceptance by the City erosion control staff
before the measure will be allowed to be used on this project. These Control Measures' details shall be
submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the
functionality and effectiveness in accordance with sound engineering and hydrological practices
20.Land disturbance, Stockpiles, and Storage of Soils
21.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road
staging areas or stockpiles must be preapproved by the City. Disturbances beyond these limits will be
restored to original condition.
22.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or
disturbance of existing vegetation shall be limited to the area required for immediate construction
operations, and for the shortest practical period of time. This should include sequencing and phasing
construction activities in a way so that the soil is not exposed for long periods of time by schedule or
limit grading to small areas. This should also include when practical advancing the schedule on
stabilization activities such that landscaping takes place shortly if not immediately after grading has
occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition.
Sensitive areas should avoid clearing and grading activities as much possible.
23.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures
implemented on the site to prevent materials from leaving the site.
24.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling,
etc.) shall be kept in a roughened condition at all times by equipment tracking, scarifying or disking the
surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or
other permanent erosion control is installed.
25.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment
transport through the use of surface roughening, watering, and down gradient perimeter controls. All
soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code
§12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no
later than the completion of construction activities or abandonment of the project. All off-site stockpile
storage locations in City limits shall have a stockpile permit from the City Engineering Department prior
to using the area to store material. If frequent access from hardscape to the stockpile is needed a
structural tracking Control Measure shall be implemented.
26.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling,
stripping, grading, etc.). All of the required erosion Control Measures must be installed at the
appropriate time in the construction sequence as indicated in the approved project schedule,
construction plans, and erosion control report.
27.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted
by construction activities shall be protected with Control Measures. Material accumulated from this
Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall
be thoroughly cleaned out.
28.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected
from impact by any construction activity through the use of Control Measures.
29.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to
be tracked onto the nearby hardscape shall have some form of effective sediment control as the, or as
part of the, perimeter control.
30.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be
protected from erosion and sediment transport through use of Control Measures.
31.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has
ceased before required temporary seeding or permanent erosion control (e.g. seed/mulch, landscaping,
etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is
temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless
otherwise approved by the City Erosion Control Inspector. During a season when seeding does not
produce vegetative cover, another temporary erosion control shall be implemented with or until
temporary seeding or permanent erosion control can be performed.
32.All individual lots shall have effective sediment controls located on the street side and any down
gradient side. Typically most lots drain to the front yet on those cases where houses are along a pond or
drainage swale have the lot drain in a different direction than the street, those individual lots will need
protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot
Details for further clarification.
Vehicle Tracking
33.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape
(concrete, asphalt, road base, etc.) shall have installed at least one structural tracking Control Measure
to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered
a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All
perimeter areas shall be protected from tracking activities).
34.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and
proper disposal of that material is required. All inlets located near access points and affected by tracking
activities shall be prevented from the introduction of sediment into the drainage system.
35.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils
or any other material onto city streets by or from any source. City Municipal Code, §26-498, among
other things, prohibits the discharge of pollutants on public or private property if there is a significant
potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or
inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally
disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines
are not exempt to these sections of code and shall not be permitted in the street right of way (public or
private).
36.If repeated deposit of material occurs on a site, additional structural tracking controls may be required
of the Developer by the City Erosion Control Inspector.
Loading and Unloading Operations
37.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively
locate material delivered to the site in close proximity to the work area or immediately incorporated in
the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment
deposition that could impact water quality.
Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals
38.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue
coming off the material during routine inspection and will generally be located where practical at least
fifty (50) feet from any permanent or interim drainage ways.
39.Any high environmental impact pollutant materials that have a high likelihood to result in discharge
when in contact with stormwater (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical
sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they
should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or
stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on
pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location.
The secondary containment or other Control Measure shall be adequately sized, located, where
practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways
and shall be monitored as part of the routine inspections.
Vehicle and equipment maintenance and fueling
40.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site
to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty
(50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored
as part of the routine inspections. All areas shall keep spill kits and supplies close.
Significant Dust or Particulate generating Process
41.The property must be actively preventing the emission of fugitive dust at all times during construction
and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance
with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All
required practices shall be implemented and additional ones shall be followed. These practices include
watering the sites and discontinuing construction activities until the wind subsides as determined by any
City Inspectors.
Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and
equipment
42.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of
wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50)
feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as
part of the routine inspections. These areas shall be clearly identified and protected from any wash from
leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a
structural tracking Control Measure shall be implemented. These Control Measures shall be frequently
cleaned out.
43.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control
Measure and site workers are not washing or dumping wash water on to the dirt or other uncontrolled
locations.
Dedicated Asphalt and concrete batch plants
44.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of
Fort Collins without an expressed written request and plan to reduce pollutants associated with that
type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The
Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch
plants that is to be used on site.
Concrete Saw Cutting Materials
45.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water
applications to the saw cutting shall prevent material from leaving the immediate site and collected.
These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and
legal disposal.
Waste Materials Storage and Sanitary Facilities
46.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet
from any permanent or interim stormwater structures or drainage ways and shall be monitored as part
of the routine inspections. These facilities should be located out of the wind and covered as able. Where
not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and
follow maximum loading guidelines as marked on the container. The Developer is required to practice
good housekeeping to keep the construction site free of litter, construction debris, and leaking
containers.
47.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing
to a stabilized structure. These facilities shall also be located as far as practical from an inlet, curb cut,
drainage swale or other drainage conveyances to prevent material transport from leaving the local area.
This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or
interim drainage ways.
Other Site Operations and Potential Spill Areas
48.Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the
permitted area, and in no way threaten any stormwater conveyance, notify the or phone (970)
817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone
only after Emergency Response (911) has been notified and is on route, County Health Department
(LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill
Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be
provided to the City within 5 days of the event. All spills shall be cleaned up immediately. not produce
vegetative cover, another temporary erosion control shall be implemented along with, or until,
temporary seeding or permanent erosion control can be performed.
49.The Developer shall warranty and maintain all vegetative measures for two growing seasons after
installation or until seventy percent (70%) vegetative cover has been established, whichever is longer
and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4:
Construction Control Measures.
50.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until
final stabilization has been obtained. All Control Measures must remain until such time as all upstream
contributing pollutant sources have been vegetated or removed from the site. When any Control
Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and
debris from that Control Measure. At the point at which the site has been deemed stabilized and verified
by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All
measures shall be removed within 30 days after final stabilization is achieved.
51.The responsible party shall maintain and keep current all payments or related forms of security for the
Erosion Control Escrow until 1) stabilization has been reached and 2) all Control Measures and/or BMPs
have sediment materials collected and the Control Measure removed from the site. At that time the site
will be considered completed and any remaining Erosion Control Escrow shall be returned to the
appropriate parties.
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
GENERAL, CONSTRUCTION & EROSIONCONTROL NOTESUTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date N/AC.EROSION CONTROL NOTES:
EC1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - EC1.dwg LAYOUT NAME: EC1 DATE: May 25, 2022 - 1:19am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Site Plan (By Others)] [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - Matchlines] [22-0052 - Keymap] [000-000_xECON_leg]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.4 EXISTING CONDITIONS AND DEMOLITIONPLANEXISTING ELECTRIC E
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
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.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.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT
TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO
THE EXISTING SITE SURVEY.
EXISTING OVERHEAD UTILITY OHE
EARTH ENGINEERING CONSULTANTS, LLC
SUBSURFACE EXPLORATION REPORT
PROSPECT/I-25 DEVELOPMENT
EEC PROJECT #1052027
APRIL 2005
ADDITIONAL SURVEY
NORTHERN ENGINEERING SERVICES INC.
APRIL 2022
NORTHERN ENGINEERING SERVICES INC.
NOVEMBER 2021
LEGEND:
NOTES:
SUBSURFACE EXPLORATION BY:
FIELD SURVEY BY:
POUDRE SCHOOL
DISTRICT PROSPECT
6-12 SCHOOL
150 0 150 300
scale: 1" = 150'feet
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 1" = 150'CTVXXWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSXXXX X X X X XXXXXXXXXXXXXXXXXXX WWWWWWWWWWEEECTVCTVOHE
W W
CTVEE
E
E
E
E
E
E
E
EEECTVC
T
V
CT
V
CTV
CTV
CTV
CTV
CT
V
C
T
V
CTVCTVFOFOFOFO
FOEEEE
FOG
GCTV
CTV
FO
HY DVAULT
F.O.V.P.V.P.
V.P.
V.P.
V.P.
C
CABLE
VAULT
CABLE
CABLE
ELECELEC
VAULT
ELEC
ELEC
VAULT
ELEC
GAS
CABLE
CABLE
CABLEW
W
WW
WW W
WB MB M
ELEC
C
VAULTF.O.
CT
C
CT
VAULTF.O.
ELEC
ELEC
TC
C
T
VAULTF.O.
C
C
VAULTF.O.
T
C
ELEC
C
ELEC
VAULTF.O.CABLE
CABLE
ELEC
BRKR
HY DHY DHY DHY DW
ELEC
FO
HY DH2O
ELEC
ELEC
HY DCELEC
LID LID
util
LID
ELEC
FESFESFES FES FE
SS
S
D
S
D
S
SS SS SS SS SS SS SS SS SS SS SSSSSTFOCTVEEFOFOCTVCTVE EEEEEE
E
E E E
FE
SFE
SHY DELEC
D D
D
D
DD
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELEC
VAULT
ELEC
VAULTELEC
VAULT
ELEC
VAULTELEC
VAULTELEC
ELEC
F.O.
ELEC
FOF.O.F.O.
F.O.F.O.
M
H2OFO
M
ELEC
ELECELEC
ELEC
FO
VAULTF.O.
ELEC
VAULTF.O.HY DFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWW
WWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWSTE E E E E
E
E E E
E
OHU OHU OHU
GGGW
G G G G GCTVCTV
OHU OHU
S
H2O
H2O
H2O
H2O
H2OH2O
H2O
WV
WV
W
S
C C
C
M
CABLE
M
W CCW
E
CABLE
H2O
WVWV
W
W
W
W
/ / / / / / / /
W W SSSS
V.P.
V.P.
V.P.V.P.
CABLE
MM
C
S
MMC
MM
W
T H2O
GATEGATE
M/ / / / / / / /12345G0G432112345G0G43210000000000000000/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WW
SB
SB SB
SB CARRIAGE PARKWAYKIT DEN DR.HUNTSMAN DR.VIXEN DR.WWWW
W WWWWWW12" W 12" W 12" W 12" W8" SS8" SS8" SSSG G G G G G
GGGGGGGGGFF12" SST
12" SS 12" SS
12
"
S
S
8" W 8" W 8" W 8" W
8" W 8" W
8" W
WF F
12
"
S
S
1
2
"
S
S
T8" W8" WTFORT COLLINS
SWITCHING CABINETE/T
/CE/T
/CE/T
/C
E/T/C
E/T/C
E/T/C
E/T/C E/T/CGGGG
G
G G G
36" RCP STORM CULVERT
TO BE EXTENDED
20" RCP STORM CULVERT
TO BE EXTENDED
EXISTING BOX CULVERT
TO BE REMOVED & REPLACED
EXISTING XCEL GAS,
FORT COLLINS WATER
EXISTING GAS, WATER,
ELECTRIC TO REMAIN
EXISTING UTLITY POLE TO BE
REMOVED AND UNDERGROUNDED
(CONTRACTOR TO COORDINATE
WITH UTILITY PROVIDER, TYP.)
EXISTING 60" CITY OF
GREELEY WATERLINE
MATCH EXISTING
DRIVEWAY
EXISTING 12" SEWER
SW COR S15-T7N-R68W
FND 2 1
2" BRASS CAP IN CONCRETE
LS14823, RBD
S1/4 COR S15-T7N-R68W
FND 2.5" ALUMINUM CAP
ON #6 REBAR IN MON. BOX
PLS 28295, 1995
W 1/4 COR S15-T7N-R68W
FND 3 1/4" ALUMINUM CAP
LS17483
SAWCUT & MATCH AT
EXISTING ROADWAY
EXISTING 2-18" RCP STORM
CULVERT TO REMAIN
EXISTING SEWER
TO REMAIN
SAWCUT & MATCH AT
EXISTING ROADWAY
EXISTING 2-18" RCP STORM
CULVERT TO REMAIN
CENTER 1/4 COR S15-T7N-R68W
FND 2 1
2" CLUMINUM CAP
PLS 7839
EXISTING EAST LARIMER
COUNTY WATER LINE
EXISTING FIRE HYDRANT
TO REMAIN
EXISTING LIGHT
TO REMAIN, TYP.
EXISTING FENCE
TO REMAIN
FRO
N
T
A
G
E
R
O
A
D
TRIC
PROSPECT ROAD
LAKE CANAL
PROTECT PROSPECT ROAD
WEST OF STA 21+01
WITHIN LIMITS OF
CONSTRUCTION
EXISTING ELECTRICAL
TRANSFORMERS TO
BE REMOVED
OBLITERATE
FRONTAGE ROADI-25VIXEN DRCARRIAGE PKWYHUNTSMAN DRFOX GROVE DR
EXISTING BOX
CULVERTS TO REMAIN
SAWCUT & MATCH
EXISTING CURB & GUTTER
REMOVE EXISTING
BARRICADES
REMOVE EXISTING DITCH
REMOVE EXISTING
BARRICADES
REMOVE EXISTING DITCH
REMOVE EXISTING
FIRE HYDRANT
100 YEAR BOXELDER
FLOODPLAIN
EXISTING CONCRETE
DITCH TO BE RE-ALIGNED
EXISTING FIRE HYDRANT
TO BE REMOVED
EXISTING 8"
WATERLINE
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
TO BE VACATED
EXISTING CITY OF GREELEY
WATERLINE ESMT
EXISTING UTILITIES
TO BE REMOVED
LAKE CANAL
REMOVE EXISTING
FIRE HYDRANT
EXISTING UTIL ESMT
OU1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - OU1.dwg LAYOUT NAME: OU1 DATE: May 25, 2022 - 1:19am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [000-000_xUTIL_leg] [22-0052 - Matchlines] [102-002_xEXST] [1896-001_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.150 0 150 300
scale: 1" = 150'feet
5
8" WAT (TYP)
12" WAT (TYP)
8" SEW (TYP)
8" SEW (TYP)
8" SEW (TYP)
12" WAT (TYP)CARRIAGE PKWYSTREET A
PROSPECT RD
T
R
I
C
FIRE HYDRANT
STORM DRAIN (TYP)
BOX CULVERT (TYP)
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:
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
RSTREET BCARRIAGE PKWYSTRE
E
T
A
FOX GROVE
SUBDIVISION
POUDRE SCHOOL
DISTRICT PROSPECT
6-12 SCHOOL
OVERALL UTILITY PLANUTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date 1" = 150'CONNECT TO EXISTING
12" WATER MAIN
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
CONNECT TO
EXISTING MANHOLE
FIRE HYDRANT
CONNECT TO EXISTING
12" WATERLINE
(BORE UNDER I-25 BY
OTHERS)
CONNECT TO EXISTING
8" WATER MAIN
CONNECT TO EXISTING
8" WATERLINE
100-YR BOXELDER
FLOODPLAIN
REMOVE EXISTING REDUCER
AND CONNECT TO EXISTING
12" WATER MAIN
ELEC
C
VAULTF.O.
CT
C
CT
VAULT
F.O.
ELEC
ELEC
TC
C
T
VAULTF.O.
C
C
VAULTF.O.
T
C
ELEC
C
ELEC
VAULTF.O.CABLE
CABLE
ELEC
BRKR
HY DHY DHY DHY DW
ELEC
FO
HY DH2O
ELEC
ELEC
HY DCELEC
LID LID
util
LID
ELEC
FESFESFES FES FE
SS
D
S
SS SS SS SS SS SS SS SS SS SSSSST
FOCTVEEFOFOCTVCTVE EEEEEE
E
E E E
FE
SFE
SHY DELEC
D D
D
D
DD
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELEC
VAULT
ELEC
VAULTELEC
VAULTELECVAULTELEC
VAULTELEC
ELEC
F.O.
ELEC
FOF.O.F.O.
F.O.F.O.
M
H2OFO
M
ELEC
ELECELEC
ELEC
FO
VAULTF.O.
ELEC
VAULTF.O.HY DFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWW
WWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWSTE E E E E
E
E E E
E
OHU OHU OHU
GGGW
G G G G GCTVCTV
OHU OHU
S
H2O
H2O
H2O
H2O
H2OH2O
H2O
WV
WV
W
S
C C
C
M
CABLE
M
W CCW
E
CABLE
H2O
WVWV
WW
WW/ / / / / / / /
W W SSSS
V.P.
V.P.
V.P.V.P.
CABLE
MM
C
S
MMC
MM
W
T H2O
M/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWSSSEEEWWWWWWWWWSSSSSSSSSSSSSSWWWWWWWWWWWSSSS12" W 12" W 12" W 12" W8" SS8" SS8" SSSG G G G G G
GGGGGGGGGFF12" SST
12" SS 12" SS
12
"
S
S
8" W 8" W 8" W 8" W
8" W 8" W
8" W
SWF FWW12
"
S
S
12
"
S
S
T8" W8" WTE/T
/CE/T
/CE/T
/C
E/T/C
E/T/C
E/T/C
E/T/C E/T/CGGGG
G
G G G
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12 LOT 13
U1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - U2.dwg LAYOUT NAME: U1 DATE: May 25, 2022 - 1:19am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - Utility] [000-000_xUTIL_leg] [102-002_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.feetscale: 1" = 50'
10050050
6MATCH SHEET U2MATCH SHEET U4
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:UTILITY PLANCALL 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
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date 1" = 50'WWFIRE HYDRANT
8" WATER LINE
8" SEWER
8" SEWER
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
8" WATER LINE
8" WATER LINE
FOX GROVE SUBDIVISION
9' UTI
LI
T
Y
E
A
S
E
M
E
N
T
9' UTI
LI
T
Y
E
A
S
E
M
E
N
T
SSMH - 18
St
r
e
e
t
B
St
ree
t
B
Street
A
8" SEWER
8" SEWER
8" SEWER
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
ST
CONNECT TO EXISTING
8" WATER LINE
LOT 9
LOT 10
LOT 12
EXISTING CONCRETE DITCH
SSMH - 21
SSMH - 22
SSMH - 20
SSMH - 19
PROPOSED CULVERT
71.0' ROW
44.0' FL-FL77.0
'
ROW50.0
'
FL
-FL44.5' FL-FL71.0' ROW
U2No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - U3.dwg LAYOUT NAME: U2 DATE: May 25, 2022 - 1:20am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - Utility] [000-000_xUTIL_leg] [1896-001_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.feetscale: 1" = 50'
10050050
7MATCH SHEET U1MATCH SHEET U5
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:UTILITY PLANCALL 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
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date 1" = 50'WVWVWWWWWWWWWWWWW12" WATER LINE
9' UTILITY EASEMENTFOX GROVE SUBDIVISION
FIRE HYDRANT
8" SEWER LINE
8" SEWER LINE
KITCHEL ESTATES
SSMH - 01
SSMH - 02
SSMH - 03
SSMH - 04 Carriage ParkwayELEC
BRKR
HY DHY DW
ELEC
FO
util
LID
D
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSTSTSTFOFOFOWWWWWWWWWWWWWWWWGGG
GCONNECT TO
EXISTING 12" WATER
LOT 12 LOT 13
EXISTING WATERLINE9' UTILITY EASEMENTEXISTING
CONCRETE DITCH
PROPOSED CULVERT
84.0' ROW
54.0' FL-FL
U3No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - U4.dwg LAYOUT NAME: U3 DATE: May 25, 2022 - 1:20am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - Utility] [000-000_xUTIL_leg] [102-002_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.feetscale: 1" = 50'
10050050
8MATCH SHEET U4MATCH SHEET U6
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:UTILITY PLANCALL 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
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date 1" = 50'E/T/CE/T/CGG77.0' ROW
50.0' FL-FL9' UTILITY EASEMENT12" WATER LINE
FIRE HYDRANT9' UTILITY EASEMENTSTORM DRAIN PIPE
N
EW
C
A
C
H
E
R
E
S
E
R
V
O
I
R
C
O
.Street A5
0
.
0
'
F
L
-
F
L
7
7
.
0
'
ROW
RAIN GARDEN DIVERSION (TYP.)
PROPOSED STORM INLETS
STORM DRAIN PIPE
SECTION LINE
COLORADO DEPARTMENT
OF TRANSPORTATION ROW
CONNECT TO EXISTING 12" WATERLINE
(BORING UNDER I-25 BY OTHERS)
PROPOSED 12" WATERLINE
30.0' UT
I
L
E
S
M
T
PROPOSED 2-10'X5
BOX CULVERT
PROPOSED 12'X6'
BOX CULVERTCTVCTVCTVCTVCTVW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWSTST
XXXXXXXXXXXXXXXXXXXXXXXXXXCTVCTVCTVE
EEEEE
ECTVCTVCTVCTVC
T
V
C
T
VFOFOFOFOFOFOFOFOFOFOFO
FO
FOEEEEEEEEEE
EST EXISTING 60" CITY OF
GREELEY WATERLINE
LOT 1
LOT 8
LOT 10
55.0'
STORM DRAIN PIPE
40.0' ESMT
U4No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - U5.dwg LAYOUT NAME: U4 DATE: May 25, 2022 - 1:20am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - Utility] [000-000_xUTIL_leg] [102-002_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.feetscale: 1" = 50'
10050050
9MATCH SHEET U5MATCH SHEET U7MATCH SHEET U3MATCH SHEET U1
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:UTILITY PLANCALL 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
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date 1" = 50'W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
WH2O
12
"
S
S
12
"
S
S
9' UTI
LI
T
Y
E
A
S
E
M
E
N
T 9' UT
IL
ITY
EASEMENT
9' UTI
LI
T
Y
E
A
S
E
M
E
N
T
9' UTI
LI
T
Y
E
A
S
E
M
E
N
T 9' UT
IL
ITY
EASEMENTCarriage ParkwayStreet
A St
ree
t
B
9' UTI
LI
T
Y
E
A
S
E
M
E
N
T
LOT 9
LOT 10
LOT 11
LOT 12
POUDRE SCHOOL DISTRICT R-184.0
'
ROW54.0
'
FL
-FL
71.0'
R
O
W
44.0'
F
L-
F
L
77.0
'
ROW50.0
'
FL
-FL40.0' UTIL ESMTFIRE HYDRANT
8" SEWER LINE
12" WATER LINE
8" SEWER LINE
8" SEWER LINE
STORM DRAIN PIPE
8" WATER LINE
8" SEWER LINE
8" WATER LINE
SSMH - 17
SSMH - 07
SSMH - 08
SSMH - 09
SSMH - 10
RAIN GARDEN DIVERSION (TYP.)
PROPOSED STORM INLETS
SSMH - 26
RAIN GARDEN DIVERSION (TYP.)
PROPOSED STORM INLETS
STORM DRAIN PIPE
PROPOSED 12'X6'
BOX CULVERT
EXISTING 60" CITY OF
GREELEY WATERLINENEW CACHE
RESERVOIR CO.
U5No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - U6.dwg LAYOUT NAME: U5 DATE: May 25, 2022 - 1:21am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - Utility] [000-000_xUTIL_leg] [1896-001_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.feetscale: 1" = 50'
10050050
10MATCH SHEET U4MATCH SHEET U2
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:UTILITY PLANCALL 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
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date 1" = 50'POUDRE SCHOOL
DISTRICT PROSPECT
6-12 SCHOOL 12345G0433450G43210000000000008" SS8" SS8" SS8" SS8" SS8" SS8" SSSG G G G G G G G G G G G G G G G G
GGGGGGGGGGGGGGGFGFT
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W8" W8" W 8" W 8" WWHYDHYDFESFES
STWWWW W84.0
'
ROW
FIRE HYDRANT
12" WATER LINE
8" SEWER LINE
8" SEWER LINE
Carriage Park
way
54.0
'
FL
-FL
SSMH - 06
SSMH - 05
CONNECT TO EXISTING 8" WATERLINE
EXISTING 8" WATERLINE
EXISTING GAS LINE
EDGE OF PAVEMENT
POUDRE SCHOOL DISTRICT R-1
POUDRE SCHOOL DISTRICT R-1
8" SEWER LINE
U6No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - U7.dwg LAYOUT NAME: U6 DATE: May 25, 2022 - 1:21am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - Utility] [000-000_xUTIL_leg] [1896-001_xEXST] [102-002_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.feetscale: 1" = 50'
10050050
11MATCH SHEET U7MATCH SHEET U3
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:UTILITY PLANCALL 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
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of plans.
Reviewed By:
District Manager Date
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
Review does not constitute "approval" of plans. Plan Engineer is responsible for
accuracy and completeness of design.
Reviewed By:
General Manager Date 1" = 50'E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
C
T
V
C
T
V
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
FO
F
O
FO
FO
FOEE
E
E
CC
VAULT
F.O.
T
C
ELEC
ELEC
ELEC
FE
SFE
SFES CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVD D
D
D
DD
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC WWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTT6" W 6" WE/T/CE/T/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T/CE/T/CE/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/CGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
77.0' ROW
50.0' FL-FL
9' UT
IL
ITY
EASEMENT
8" WATER LINE
8" SEWER LINE
9' UT
IL
ITY
EASEMENTSt
ree
t
A
SSMH - 14
SSMH - 13
SSMH - 15
Prospect Road
EXISTING 6" WATERLINE
TO BE REMOVED BY OTHERS
PROPOSED 12" WATERLINE
EXISTING COMM
EXISTING ELEC
EXISTING GAS
EXISTING TRANSFORMER
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EDGE OF PAVEMENT
LOT 1
LOT 2
LOT 4
EDGE OF ROADWAY
EXISTING PROPERTY LINE
EXISTING EASEMENT
U7No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - U8.dwg LAYOUT NAME: U7 DATE: May 25, 2022 - 1:21am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - Utility] [000-000_xUTIL_leg] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
U1 U2
U5U4U3
U6 U7
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.feetscale: 1" = 50'
10050050
12
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 (FORT COLLINS
ENGINEERING STANDARD), LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER
(FORT COLLINS) STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY
SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER (FORT COLLINS
ENGINEERING STANDARD) 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 (MINIMUM 5' OF COVER) FROM FINISHED
GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE (FORT COLLINS) ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH (FORT
COLLINS) STREET REPAIR STANDARDS.
10.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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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
NOTES:
LEGEND:
MATCH SHEET U4
MATCH SHEET U6UTILITY PLANCALL 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 1" = 50'C
ELEC
VAULT
F.O.CABLE
CABLE HY D
CELECEEEEEEEEFOFOFOCTVCTVCTV
E E E E E EEEEEEE EEEEEE E E E E E E E
E
E
E
E
E
EEEEEFE
SFE S
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
ELECELEC
ELEC
FO
VAULT
F.O.
ELEC
VAULT
F.O.HY DFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOW W
WWWWWWWWWWWWW
W
W
W
W
W
W
W
W
WWW W WW
WWWWWWEEE E E E E E E E E E
E GCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
CT
V
C
T
V
C
T
V
CTVCTVCTVCTVCTVCTVOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU
GGGGGGGGW W W W
G G G G G
CTV CTV
OHU OHU OHU OHU OHU
C C
H2O
/ / / / / / / // / / / / / / // / / / / / / /
M
W
T / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
12
"
S
S
12
"
S
S
12
"
S
S
12
"
S
S
E/T/C
E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C
G
G G G G G G G G9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
Street A
Carriage ParkwayProspect Road
LOT 7
LOT 6LOT 2 LOT 3
LOT 4
LOT 5
12" WATER LINE
8" WATER LINEFIRE HYDRANT 8" SEWER LINE
8" SEWER LINE
12" WATER LINE8" SEWER LINE
FIRE HYDRANT
SSMH - 16
SSMH - 01
CONNECT TO
EXISTING MANHOLE
SSMH - 11
N
EW
C
A
C
H
E
R
E
S
E
R
V
O
I
R
C
O
.
PROPOSED 2-10'X5'
BOX CULVERT
PROPOSED STORM INLETS
EXISTING 8" SEWER MAIN
PROPOSED 12" WATER MAIN
PROPOSED 12" WATERLINE
ROW EDGE OF PAVEMENTEXISTING GAS
TO REMAIN
EXISTING WATER
TO REMAIN
EXT 12" SEWERLINE
PROPOSED BOX CULVERT
EXISTING OHU
TO BE REMOVED
EXISTING CTV
TO REMAIN
EXISTING FO & E
TO REMAINEDGE OF PAVEMENT
PROPOSED EDGE
OF ROADWAY
84.0' ROW
54.0' FL-FL
77.0' ROW50.0' FL-FL30.0' UTIL ESMT
CTVCTV
S
H2O
H2O
H2O
H2O
H2OH2O
H2O
WV
WV
W
S
C C
C
M
CABLE
M
W CCW
E
CABLE
H2O
WVWV
/ / / / / / / /
W W SSSS
V.P.
V.P.
V.P.V.P.
CABLE
MM
C
S
MMC
MM
W
T H2O
GATEGATE
M/ / / / / / / /12345G0G432112345G0G43210000000000000000/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
12" W 12" W 12" W 12" W8" SS8" SS8" SSSFFT
WF F
TTFORT COLLINS
SWITCHING CABINET
4
9
2
049204920
49194919
49194921
4
9
2
2
4923
491
6
4
9
1
7
491
0
4
9
1
5
4
9
0
9
4
9
1
1
49
1
2
4
9
1
3
4
9
1
4
4
9
1
6
4
9
1
7
4
9
1
8
4915491649174918490
5
4910
4903
490
3
490
4
4904
490
6
490
7
490
8
490
9
4911491149114911 491
1
491249134914
4915
49144914
4916
4920 492549
1
7
49
1
8
4919
4921 49224923492449264915
4920
49164917491849194921
4922
4923
4924
S
T
R
E
E
T
B
STREET ACARRIAGE PARKWAYPROSPECT ROAD
POND A
POND D
POND C
POND B
POND F
POND J
POND I
POND H
N
EW
C
A
C
H
E
R
E
S
E
R
V
O
I
R
C
O
.
ELEC
VAULTF.O.
VAULTF.O.
ELEC
ELEC
VAULTF.O.
VAULTF.O.
ELEC
ELEC
VAULTF.O.
ELEC
BRKR
HY DHY D
HY D HY DW
ELEC
FO
HY DH2O
ELEC
ELEC
HY DELEC
LID LID
util
LID
ELEC
FE
SFE
SFE
SF E
SF E
SS
D
S STCTVCTVCTVFESFES HY D
ELEC
D D
D
D
DD
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELECVAULTELEC
VAULTELEC
ELEC
F.O.
ELEC
FOF.O.F.O.
F.O.F.O.
M
H2OFO
M
ELEC
ELECELEC
ELEC
FO
VAULTF.O.
ELEC
VAULTF.O.HY DSTLOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
OG1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - OG1.dwg LAYOUT NAME: OG1 DATE: May 25, 2022 - 1:36am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [000-000_xGRAD-leg] [1896-001_xEXST] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.150 0 150 300
scale: 1" = 150'feet
13
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
FOX GROVE
SUBDIVISION
POUDRE SCHOOL
DISTRICT PROSPECT
6-12 SCHOOL
OVERALL GRADING PLANCALL 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
STORM DRAIN
(TYP)
RAIN GARDENS (TYP.)
100-YR BOXELDER
FLOODPLAIN
REALIGN CONCRETE DITCH
OUTFALL
OUTFALL
G1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G2.dwg LAYOUT NAME: G1 DATE: May 25, 2022 - 1:22am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Matchlines - G&D] [1896-001_xADJ] [000-000_xGRAD-leg] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
14
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:GRADING PLANCALL 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 1" = 40'HY DH2O
LID LID
ELEC
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS
SSSSSSSSSSSSSSEEEEEEEEEEEEEEEEEEEEEWWWWWWW W W W W
EE EE
EEESB
SB SB
SB WWWWWWWWWWWWWWMATCH SHEET G5 MATCH SHEET G271.0' ROW
44.0' FL
STREET
B9' UTILITY ESMT9' UTILITY ESMT492
0
491949214922
4923
4923492349244924
4924
4924
49204921
4922
4923
4923 49234924
4925
49254921 49224923
49234924
49244
9
2
5
4924
FOX GROVE SUBDIVISION VIXEN DRFOX GROVE DR
LOT 9
LOT 121.
4%0.2%1.2%1.1%0.4%0.4%1.3%
???
0.
4
%1.3%
PROPOSED
CULVERT
100-YR BOXELDER
FLOODPLAIN
G2No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G3.dwg LAYOUT NAME: G2 DATE: May 25, 2022 - 1:22am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Matchlines - G&D] [1896-001_xADJ] [000-000_xGRAD-leg] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
15
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:GRADING PLANCALL 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 1" = 40'SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
MATCH SHEET G6MATCH SHEET G1S
T
R
E
E
T
B
9'
U
T
I
L
I
T
Y
E
S
M
T
9'
U
T
I
L
I
T
Y
E
S
M
T MATCH SHEET G34919
4920
492
1
4922
4923
4923 4923
4924
49204921 492249
2
1 492144.0' FLWWWWWWWWWWW
W W W W W W W WW4923
FOX GROVE SUBDIVISION
HUNTSMAN DR
0.4%
0.
8
%
1.6%1.3%0.6%0.5%0.3%71.0' ROW
LOT 12
LOT 9
G3No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G4.dwg LAYOUT NAME: G3 DATE: May 25, 2022 - 1:23am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Matchlines - G&D] [1896-001_xADJ] [000-000_xGRAD-leg] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
16 GRADING PLANCALL 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 1" = 40'WWWWWWWWWWWWWCARRIAGE PKWY84.0' ROW
9' UTILITY ESMT54.0' FL
49
2
2
4
9
2
3
4
9
2
4
4924 4925492349234924
4923 492
4
4926
49
2
5
492449244924MATCH SHEET G7MATCH SHEET G24
9
2
3
4924
ESMT LINE
SECTION LINE
FOX GROVE SUBDIVISIONCARRIAGE PKWYKIT DEN DR
3.3
%0.3%0.5%0.4%0.4%0
.
8
%1.4%
LOT 12
LOT 13
PROPOSED CULVERT
ELEC
BRKRHYDW
ELEC
FO
util
LID
D
S
D
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSTSTSTFOFOFOWWWWWWWWWWWWWWWWWWWGGG
GG
G4No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G5.dwg LAYOUT NAME: G4 DATE: May 25, 2022 - 1:23am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - G&D] [000-000_xGRAD-leg] [22-0052 - Lot Numbers] [1896-001_xEXST] [102-002_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
17 GRADING PLANGRADING PLANCALL 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 1" = 40'XXXXXXXXXXXXXXXXXXXXXFOFOEPOND A
49
1
649174
9
1
8
49174918491949204917
491
8
4919
4920
4920 4920 4921492149214920
4918
49194918SECTION LINE
LOT LINE
MATCH SHEET G8 MATCH SHEET G54920
4917
49
1
8
4919
4921
4
9
1
5
4
9
1
1
4
9
1
2
4
9
1
3
4
9
1
4
N
EW
C
A
C
H
E
R
E
S
E
R
V
O
I
R
C
O
.
LOT 81.3%1.9%0.4%1.
0
%0.8%6:1C
VAULT
F.O.
CT
C
CT
VAULT
F.O.
ELEC
60.0'
EXISTING RCBC
EXISTING RCBC
G5No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G6.dwg LAYOUT NAME: G5 DATE: May 25, 2022 - 1:23am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Matchlines - G&D] [1896-001_xADJ] [000-000_xGRAD-leg] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
18 GRADING PLANCALL 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 1" = 40'MATCH SHEET G9MATCH SHEET G4MATCH SHEET G6STR
E
E
T
A
9' UTI
LI
T
Y
E
S
M
T
9' UTI
LI
T
Y
E
S
M
T
4916
4915
4917
4918
4919
492
0
77.0
'
ROW50.0
'
FL
DETENTION POND
49
2
0
49
1
7
49
1
8
4
9
1
9
49
2
1
49
1
5
49
1
1
4912
4913
4914
49
1
6
MATCH SHEET G1
4917RAIN GARDEN DIVERSION (TYP.)
PROPOSED STORM INLETS
STORM DRAIN
RAIN GARDEN DIVERSION (TYP.)
PROPOSED STORM INLETS2.2%1.1%0.8%0.8%1.6%0.9%1.3%0.8%0.3%LOT 9
LOT 10
G6No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G7.dwg LAYOUT NAME: G6 DATE: May 25, 2022 - 1:24am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - G&D] [000-000_xGRAD-leg] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
19 GRADING PLANCALL 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 1" = 40'HY DHY DFE
S FE
SSTWWWWW WG G GGGGGGG
8" W 8" W 8" W
MATCH SHEET G2
MATCH SHEET G10MATCH SHEET G5STREET B9' UT
IL
ITY
ESMT9' UT
IL
ITY
ESMT
STR
E
E
T
A
9' U
TI
LI
T
Y
E
S
M
T
9' U
TI
LI
T
Y
E
S
M
T
STOR
M
D
R
A
I
N
CAR
RI
A
G
E
P
K
W
Y
9' U
TI
LI
T
Y
E
S
M
T
9' U
TI
LI
T
Y
E
S
M
T MATCH SHEET G74915 49204916
4
9
1
7
4917
491
7 49184919
492
1
492049204
9
1
6 491749174917 4918491849184919491949194917
4918 49194920
491849184919
4921
4915491449164917491871.0'
R
O
W
44.0'
F
L
84.0
'
ROW54.0
'
FL80.0
'
ROW50.0
'
FL
9' U
TI
LI
T
Y
E
S
M
T
LOT 10
LOT 12
LOT 111.5%5.2%1.3%1.0%0.4%0.4%0.5%1.1%1.2%
0.6%1.1%2.0%POND B
G7No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G8.dwg LAYOUT NAME: G7 DATE: May 25, 2022 - 1:24am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Matchlines - G&D] [1896-001_xADJ] [000-000_xGRAD-leg] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
20
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:GRADING PLANCALL 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 1" = 40'HY DWWWWWVWV
G G G G G G G G G G G G G G G G G G G G G
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" WMATCH SHEET G6MATCH SHEET G3
STOR
M
D
R
A
I
N CARRIAGE PKWY9' UTILITY ESMT84.0' ROW
54.0' FL
4915
4920
4913
4914
4916
4917
4918
4919
4921
4922
49
2
04921 49
2
2
9' UTILITY ESMTLOT 13
0
.
9%
1
.
1%
0.8%
0.6%0.4%1.2%1.4%POND C
G8No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G9.dwg LAYOUT NAME: G8 DATE: May 25, 2022 - 1:24am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [22-0052 - Matchlines - G&D] [000-000_xGRAD-leg] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
21
N
EW
C
A
C
H
E
R
E
S
E
R
V
O
I
R
C
O
.GRADING PLANCALL 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 1" = 40'L
A
K
E
C
A
N
A
L
ELEC
TC
C
T
VAULT
F.O.
C
C
VAULT
F.O.
TELEC EEEEEEEEEEEEEEEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVE
E
EEEEEEEEE
E
E
E
E
E
E
FOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWW
W
W
W
W
W
W
W
W
6" W 6" WE/T/CE/T/CE/T/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CGGGGGGGGGGMATCH SHEET G4
MATCH SHEET G949174918MATCH SHEET G11 491749184910
4
9
1
0
4
9
1
0
4
9
1
5
4
9
1
5
4
9
1
5
4
9
1
5
4
9
1
5
4
9
0
8
4
9
0
8
49
0
9
4
9
0
9
4
9
0
9
491
1
4
9
1
1
4
9
1
1
4
9
1
1
49
1
1
4
9
1
1
4911
4
9
1
2
4
9
1
2
4
9
1
2
491249
1
2
491
2
4
9
1
2
4
9
1
3
49
1
3
49
1
3
4
9
1
3
4
9
1
3
4
9
1
3
4
9
1
3
4
9
1
4
4
9
1
4
4
9
1
4
4
9
1
4
4
9
1
4
4
9
1
6
4
9
1
6
49
1
6
4
9
1
6
4
9
1
6
4
9
1
6
4
9
1
7
49
1
7491549134914491649174918
LOT 1
0.9
%1.6%0.4%2.4%1.7%1.8%
G9No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G10.dwg LAYOUT NAME: G9 DATE: May 25, 2022 - 1:24am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [000-000_xGRAD-leg] [1896-001_xADJ] [22-0052 - Matchlines - G&D] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
22 GRADING PLANCALL 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 1" = 40'MATCH SHEET G12
MATCH SHEET G5
MATCH SHEET G10MATCH SHEET G84915
4920492049164
9
1
7 491749184
9
1
849194
9
1
9
4915
4915
4916
4916
4917
4917
491
8
4918
49
1
9
4919
491549204920
4912
4913
4914
4916491749174918491849194919 4915
4911
4912
4913
4914
491
6
4
9
1
7
4910
4910
49154915
491549154915
4908
49084909
4909
4911
4911
4911
4911
4911
4911
4911
4912
4912
4912
4912
4912
4912
4912
4913
4913
4913
4913
4913
4914
4914
4914
4914
4914
4914
4914491549144916491749184919
CARRIAGE PKWY84.0' ROW
54.0' FLSTREET ASTORM DRAI
N
BOX CULVERT
BOX CULVERT
ST
O
R
M
D
R
A
I
N
77.0' ROW
50.0' FL
B
O
X
C
U
L
V
E
R
T
B
O
X
C
U
L
V
E
R
T
49154915
4
9
1
5
4
9
1
6
4916
4
9
1
7
4917
4
9
1
8
491849194919
LOT 1
LOT 4
LOT 101.6%
2.2%2.7%2.4%2.5%1.7%7.8%4.4%2.2%1.5%2.9%1.8%POND D
G10No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G11.dwg LAYOUT NAME: G10 DATE: May 25, 2022 - 1:25am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [000-000_xGRAD-leg] [1896-001_xADJ] [22-0052 - Matchlines - G&D] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
23 GRADING PLANCALL 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 1" = 40'ST
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
MATCH SHEET G6
H2O
W
W
W
W
G G G
12
"
S
S
1
2
"
S
S
12
"
S
S
12
"
S
S
1
2
"
S
S
8" W 8" W 8" W
12
"
S
S
1
2
"
S
S
1
2
"
S
S
12
"
S
S
1
2
"
S
S
12
"
S
S
12
"
S
S
MATCH SHEET G13MATCH SHEET G9CARRIAGE PKWY8
4
.
0
'
R
OW
5
4
.
0
'
F
L
4910491
0
4910
4915491
1
4911
4911491
2
4912
491249134914491649154916491749184915491
4
4
9
1
6491649174
9
1
7
4
9
1
0
4
9
1
0
491549154
9
1
5
49154
9
1
5
491549154915491549
0
8
4
9
0
8
4
9
0
9
4
9
0
9
4
9
1
1
4
9
1
1
49114911491249
1
2
49124
9
1
2
4
9
1
2
491349134
9
1
3
4913491349134
9
1
3
4
9
1
4
4
9
1
4
4914491449144914491449164916491649
1
4
NOT A
PARTSTORM DRAIN2.
1
%2.6%LOT 5
LOT 11
POND E
G11No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G13.dwg LAYOUT NAME: G11 DATE: May 25, 2022 - 1:25am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [000-000_xGRAD-leg] [1896-001_xADJ] [22-0052 - Matchlines - G&D] [102-002_xEXST] [22-0052 - Lot Numbers] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
24 GRADING PLANCALL 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 1" = 40'TE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T
/CE/T/CE/T/CE/T/CE/T/C
E/T/C
E/T/C
E/T/CGGGGGGGGGG
G
G
G
MATCH SHEET G8
MATCH SHEET G124
9
0
5
4
9
1
0
4
9
0
3
4
9
0
4
4
9
0
6
4
9
0
7
4
9
0
8
4
9
0
9
491
1
491
2
4
9
0
7
4908
4
9
0
9
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /LOT 1
POND H
STORM DRAIN
OUTFALL
ELEC
FEFE
SFESEEEEEEEEE
E
E
D
D
D
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELECWWWWWWWWWWWWWWWSTSTST
STSTSTSTE
E
E E E E E
E E E E E
G12No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G14.dwg LAYOUT NAME: G12 DATE: May 25, 2022 - 1:25am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [000-000_xGRAD-leg] [1896-001_xADJ] [22-0052 - Matchlines - G&D] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:
25 GRADING PLANCALL 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 1" = 40'C
VAULT
F.O.CABLE
CABLEFESFES EEEEEEEEEEEEE EEEEEE
E
E
E
E
E
E
E
E E E E E E E E E E
E
E
E
E
E
E
EEEEED D
DD
VAULT
ELEC
VAULT
ELEC
VAULT
F.O.
ELEC
VAULT
F.O.HY DFOFOFOFOW W
WWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTEEEE E E E E E E
E
E E CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
CT
V
C
T
V
C
T
V
CTVCTVCTVCTVCTVCTVCTVOHUGGGGE/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C
G
G
G
G
G
G
G
G
G G G G G G G G G G G
MATCH SHEET G9
MATCH SHEET G13MATCH SHEET G11PROSPECT ROAD
110.0' ROW
66.0' FL
CARRIAGE PKWY115.5' FL84.0' ROW77.0' ROW50.0' FLSTREET A
9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT49
0
5
491
0
49
0
3
49034903
49
0
4
49
0
6
49
0
7
49
0
8
49
0
9
49
1
1
49114911
49
1
2
4912 4912
49
1
3
4913 4913
4914 4
9
1
0
4
9
0
7
49
0
8 49094911
49114
9
1
2
49124910
4910 49104910
4
9
1
1
4911
491249154912491349144916STORM DRAIN
83.0' FL
93.0' ROW
RAIN GARDEN DIVERSION (TYP.)
PROPOSED STORM INLETS
RAIN GARDEN DIVERSION (TYP.)
PROPOSED STORM INLETS
POND H
POND I
STORM DRAIN
STORM DRAIN
OUTFALL
G13No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - G15.dwg LAYOUT NAME: G13 DATE: May 25, 2022 - 1:25am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Matchlines - G&D] [1896-001_xADJ] [000-000_xGRAD-leg] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
G1 G2 G3
G5 G6 G7G4
G8 G9 G10
G11 G12 G13
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.40 0 40 80
scale: 1" = 40'feet
26
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER
SHEET FOR BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT
WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT
CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE
SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM
OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL
MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
PROPOSED GRADE BREAK
LEGEND:GRADING PLANCALL 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 1" = 40'W W W W W
G G G G G G G G G G G G G
CTV CTV
XCTV CTVCTVCTVCTVCTVCTVCTV
XXCTV CTV CTV CTV CTV
X
OHU OHU OHU OHU OHU OHU OHU OHU
OHUC C
C
M
CABLE
M
W
W
W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /
W W W W
W W
C
MM
W
T
OHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
12" W 12" W
1
2
"
S
S
12
"
S
S
12
"
S
S
MATCH SHEET G10
MATCH SHEET G12491549
1
1
49
1
2
49
1
3
49
1
4
4916491649154911
4912
491349144916
PROSPECT ROAD49144910 49154911491149114912491249124913
49134913491349134914491449144916
49
1
7
104.0' FLLOT 6
LOT 7
POND J
STORM DRAIN
R1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R1.dwg LAYOUT NAME: R1 DATE: May 25, 2022 - 1:26am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
27
EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
CARRIAGE PARKWAY
CARRIAGE PARKWAY PLAN & PROFILECALL 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 1" = 40' H : 1" = 5' V11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0021+0022+0023+0024+0011+00MATCH SHEET R2STA 19+00.00Street AProspect RoadPROPOSED 30" VERTICAL
CURB & GUTTER
2 - 10'X5' REINFORCED
CONCRETE BOX CULVERT
12'X6' REINFORCED
CONCRETE BOX CULVERT
N0°00'36"E
1157.52'81.0'ROW9.0'PUE9.0'PUE5.0'SW5.0'SW54.0'FL-FLPROPOSED STORM
DRAIN INLETS
RAIN GARDEN DIVERSION
LAKE CANALNEW CACHERESERVOIR CO.LOT 3 LOT 4
LOT 5LOT 6
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
-0.50%
1.70%PVI STA = 10+56.16PVI ELEV = 4911.68145.0' VC
LP ELEV = 4911.24
LP STA = 11+60.45
PVI STA = 12+00.00
PVI ELEV = 4910.96
BCVS: 11+27.50BVCE: 4911.32ECVS: 12+72.50EVCE: 4912.19A.D. = 2.20
K = 65.91
135.0' VC
HP ELEV = 4920.48
HP STA = 17+97.14
PVI STA = 17+90.61
PVI ELEV = 4921.00
BVCS: 17+23.11BVCE: 4919.85EVCS: 18+58.11EVCE: 4920.05A.D. = 3.10
K = 43.55
2-10'X5' RCBC
INV=4910.65
12'X6' RCBC
INV=4907.85
PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
CROWN SD=4906.00 STA.=15+38.50INV.= 4916.71STREET ASTA.=10+00.00INV.= 4912.57PROSPECT ROAD-1.40%
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
R2No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R2.dwg LAYOUT NAME: R2 DATE: May 25, 2022 - 1:26am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
CARRIAGE PARKWAY
CARRIAGE PARKWAY PLAN & PROFILE28
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 1" = 40' H : 1" = 5' V18+00
20+0
0
21+00
22+00
23+00 24+00
25+00
26+
0
0
27+
0
0
29+
0
0 11+00PC
:
1
9
+
1
8
.
3
5 PT: 25+47.68Street BPROPOSED 30" VERTICAL
CURB & GUTTER
12'X6' REINFORCED
CONCRETE BOX CULVERT
18" STORM DRAIN
(TYP)
STORM INLETS
(TYP)
STORM DRAIN
(TYP.)MATCH
SH
E
ET
R1
STA
1
9+
0
0
.
0
0 STA 28+00.00MATCH SHEET R3L =6 2 9 .3 3 0 ,R =6 0 0 .0 0 0
D =6 0 .0 9 6 6
N60
°
0
6
'
2
4
"
E
449.
0
8
'
RAIN GARDEN DIVERSION
RAIN GARDEN DIVERSION
LOT 10
LOT 11
POUDRE SCHOOL
DISTRICT R-1 81.0'ROW9.0'PUE9.0'PUE5.0'SW8.0'PKWY54.0'FL-FL19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
-1.40%
120.0' VC
LP ELEV = 4914.68
LP STA = 22+83.69
PVI STA = 22+59.69
PVI ELEV = 4914.43
BCVS: 21+99.69BVCE: 4915.27ECVS: 23+19.69EVCE: 4914.79A.D. = 2.00
K = 60.00
PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
INV SD=4910.00
INV SD=4911.00
-1.40%
0.60%
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
R3No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R3.dwg LAYOUT NAME: R3 DATE: May 25, 2022 - 1:26am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
CARRIAGE PARKWAY
CARRIAGE PARKWAY PLAN & PROFILE29
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 1" = 40' H : 1" = 5' V11+00PC: 29+96.76PT:
3
6+
2
5
.
0
7Street BSTA
36+00
.00STA 28+00.00MATCH SHEET R2MATCH
SH
E
ET
R4
81.0'ROW9.0'PUEPROPOSED 30" VERTICAL
CURB & GUTTER 8.0'SW5.0'SWPROPOSED STORM DRAIN
18" STORM
DRAIN (TYP)54.0' FL-FL27+
0
0
29+
0
0
30+
0
0
31+00
32+00 33+00
34+00
35+00
37+
0
0
38+
0
0
N6
0
°
0
6
'
2
4
"
E
449
.
0
8
'
L=628.319,R=600.000
D=60.0000
LOT 10
LOT 12
LOT 13
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
0.60%
PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
INV SD=4913.00STA.=28+91.46INV.= 4918.22STREET B4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
R4No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R4.dwg LAYOUT NAME: R4 DATE: May 25, 2022 - 1:27am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.CARRIAGE PARKWAY PLAN & PROFILEEXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
CARRIAGE PARKWAY
30
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 1" = 40' H : 1" = 5' V10.5'PUE5.0'SW5.0'SWPROPOSED
CURB & GUTTER
FOX GROVE SUBDIVISIONMATCH SHEET R3STA 36+00.0081.0'ROW54.0'FL-FL43+00
34+
0
0
35+00
37+00 38+00 39+00 40+00 41+00 42+00PT: 36+25.07L=628.319,R=600.000
D=60.0000
N0°06'24"E
674.93'
LOT 12
LOT 13
36+00 37+00 38+00 39+00 40+00 41+00 42+00
0.75%PVI STA = 40+70.00PVI ELEV = 4925.29PVI STA = 41+20.00PVI ELEV = 4925.67PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
0.60%
1.21%
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
R5No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R5.dwg LAYOUT NAME: R5 DATE: May 25, 2022 - 1:27am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.STREET A PLAN & PROFILEEXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
STREET A
31
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 1" = 40' H : 1" = 5' VSTA
1
8
+
0
0.
0
0
MATC
H
S
H
E
E
T
R6Carriage
Parkway12+0013+0014+0015+0016+009+009+00
10+0
0
11+0
0
12+0
0
13+0
0
14+00
15+00
16+
0
0
1
7
+
0
0
N89°5
9'
5
1
"
W
462.7
1'
L =4 31 .9 5 7 ,R =2 7 5 .0 0 0
D =8 9 .9 9 7 5PC:
13+62
.71
PT: 1
7
+
9
4.
6
6
N0°00'00"E430.35
'
LOT 2
LOT 3
LOT 4
LOT 1
PROPOSED 30" VERTICAL
CURB & GUTTER
STORM DRAIN
STORM
INLETS
50.0
'FL-FL77.0
'ROW9.0
'PUE9.0
'PUE5.0
'SW5.0
'SWLOT 6
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
-1.10%
1.70%PVI STA = 10+25.00PVI ELEV = 4916.16105.0' VC
LP ELEV = 4912.22
LP STA = 14+04.31
PVI STA = 14+15.56
PVI ELEV = 4911.87
BCVS: 13+63.06BVCE: 4912.44ECVS: 14+68.06EVCE: 4912.76A.D. = 2.80
K = 37.50
PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
CROWN SD=4909.00STA.=10+00.00INV.= 4916.71CARRIAGE PARKWAY
R6No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R6.dwg LAYOUT NAME: R6 DATE: May 25, 2022 - 1:27am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.STREET A PLAN & PROFILEEXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
STREET A
32
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 1" = 40' H : 1" = 5' VWWWWWWWWWWW17+00
19+00
20+00
21+00
22+00
23+00
24+
0
0
2
5
+
0
0
2
6
+
0
0
2
8
+
0
0
PROPOSED
CURB & GUTTER
STA 27+00.00MATCH S
HEET R7STA 18+00.00MATCH SHEET R5STORM DRAIN
18" STORM
DRAIN (TYP)
STORM DRAIN INLET (TYP)
STORM DRAIN
MANHOLE (TYP)
2 - 10'X5' REINFORCED
CONCRETE BOX CULVERT
12'X6' REINFORCED
CONCRETE BOX CULVERT
STORM INLET
83.0
'ROW9.0
'PUE3.0
'PUE5.0
'SW5.0
'SW50.0
'FL-FLPC: 22+25.01PT: 25+13.12L=4 3 1 .9 5 7 ,R =2 7 5 .0 0 0
D =8 9 .9 9 7 5
N0°00'0
0
"
E
430.35'
L =2 8 8.106,R=275.000
D=60.0264
N6
0
°
0
1
'
3
5
"
E
1
0
8
6
.
8
8
'
LOT 1
LOT 4
LOT 8
LOT 10NEW CACHERESERVOIR CO.LAKE CANAL4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
-1.40%
0.60%
90.0' VC
LP ELEV = 4915.73
LP STA = 23+97.95
PVI STA = 23+79.91
PVI ELEV = 4915.54
BCVS: 23+34.91BVCE: 4916.17ECVS: 24+24.91EVCE: 4915.81A.D. = 2.00
K = 44.95
90.0' VC
HP ELEV = 4920.95
HP STA = 19+74.32
PVI STA = 19+70.00
PVI ELEV = 4921.29
BVCS: 19+25BVCE: 4920.53EVCS: 20+15EVCE: 4920.66A.D. = 3.10
K = 29.01
90.0' VC
HP ELEV = 4917.19
HP STA = 26+73.24
PVI STA = 26+79.67
PVI ELEV = 4917.34
BVCS: 26+34.67BVCE: 4917.07A.D. = 1.40
K = 64.29
2-10'X5' RCBC
INV=4911.20
12'X6' RCBC
INV=4908.50
PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
INV=4911.00
1.70%
R7No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R7.dwg LAYOUT NAME: R7 DATE: May 25, 2022 - 1:28am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [000-000_xSTRT_leg] [22-0052 - Corridor] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.STREET A PLAN & PROFILEEXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
STREET A
33
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 1" = 40' H : 1" = 5' V13+0014+0015+0036+0028+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
50.0'FL-FLSTA 27+00.00Street BMATCH SHEET R680.0'ROW9.0'PUE6.0'PUE8.0'SW5.0'SWPROPOSED 30"
VERTICAL
CURB & GUTTER
18" STORM
DRAIN (TYP)
STORM
INLET (TYP)
N60°01'35"E
1086.88'
LOT 9
LOT 10
LOT 12
4910
4915
4920
4925
4930
4910
4915
4920
4925
4930
27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
0.67%
-0.80%PVI STA = 34+98.69PVI ELEV = 4919.7190.0' VC
LP ELEV = 4915.82
LP STA = 28+94.11
PVI STA = 28+90.00
PVI ELEV = 4915.66
BCVS: 28+45BVCE: 4916.02ECVS: 29+35EVCE: 4915.96A.D. = 1.47
K = 61.39
90.0' VC
HP ELEV = 4917.19
HP STA = 26+73.24
PVI STA = 26+79.67
PVI ELEV = 4917.34
EVCS: 27+24.67EVCE: 4916.98A.D. = 1.40
K = 64.29
EXISTING GROUND
@ ROAD CENTERLINE
PROPOSED GROUND
@ ROAD CENTERLINE
INV=4909.96 STA.=35+18.70INV.= 4920.15STREET B
R8No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R8.dwg LAYOUT NAME: R8 DATE: May 25, 2022 - 1:28am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [000-000_xSTRT_leg] [22-0052 - Corridor] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.STREET B PLAN & PROFILESTREET B
EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
34
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 1" = 40' H : 1" = 5' V11+00 12+00 13+00 14+00 15+00 16+00PC: 15+53.60PT:
17+30
.5128+0029+0030+00Carriage ParkwayStreet AMATCH SHEET R9STA 17+00.00PROPOSED
CURB & GUTTER71.0'ROW9.0'PUE9.0'PUE5.0'SW5.0'SW44.0'FL-FLN31°20'04"W
653.60'
L =1 7 6 .9 0 7 ,R =4 5 0 .0 0 0D=2 2 .5 2 4 4
LOT 9LOT 10
LOT 12
4915
4920
4925
4930
4935
4940
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
0.60%PVI STA = 10+25.01PVI ELEV = 4917.67PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
STA.=10+00.00INV.= 4918.22CARRIAGE PARKWAYSTA.=14+38.67INV.= 4920.15STREET A4915
4920
4925
4930
4935
4940
R9No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R9.dwg LAYOUT NAME: R9 DATE: May 25, 2022 - 1:28am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - Site Plan (By Others)] [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Civil Base] [000-000_xSTRT_leg] [22-0052 - Corridor] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.STREET B PLAN & PROFILESTREET B
EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
35
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 1" = 40' H : 1" = 5' VHYDH2OLIDLIDELECSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
W
W
W
WPC: 15+53.60PT: 17+30.51PC: 20+24.07PT: 22+84.6570.8'ROW9.0'PUE9.0'PUE5.0'SW5.0'SWPROPOSED 30"
CURB & GUTTER44.0'FL-FLSTA 17+00.00MATCH SHEET R8PROPERTY
LINE
FOX GROVE SUBDIVISION2
5
+
0
0
16+00
18+00
19+00
20+00
21+00
22+
0
0
2
3
+
0
0
2
4
+
0
0
N31°20'04"W
653.60'
L =17 6 .9 0 7 ,R =4 5 0 .0 0 0D=2 2 .5 2 4 4
N53°51'
3
2
"
W
293.56'
L =2 6 0.575,R=275.000
D=54.2904
N
0
°
2
5
'
5
3
"
E
2
1
5
.
3
5
'
LOT 9
LOT 12
4915
4920
4925
4930
4935
4940
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
-0.60%
1.40%PVI STA = 23+56.00PVI ELEV = 4925.4375.0' VC
PVI STA = 21+19.95
PVI ELEV = 4924.24
BCVS: 20+82.45BVCE: 4924.01ECVS: 21+57.45EVCE: 4924.76A.D. = 0.80
K = 93.46
75.0' VC
HP ELEV = 4925.90
HP STA = 22+65.03
PVI STA = 22+50.00
PVI ELEV = 4926.06
BVCS: 22+12.50BVCE: 4925.54EVCS: 22+87.50EVCE: 4925.84A.D. = 2.00
K = 37.45
EXISTING GROUND
@ ROAD CENTERLINE
PROPOSED GROUND
@ ROAD CENTERLINE
0.60%
-0.56%
4915
4920
4925
4930
4935
4940
R10No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R10.dwg LAYOUT NAME: R10 DATE: May 25, 2022 - 1:29am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
36
EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
PROSPECT ROAD
PROSPECT ROAD PLAN & PROFILECALL 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 1" = 40' H : 1" = 5' V57.0'CL-FL70.3'CL-FL60.7'CL-FLSW COR S15-T7N-R68W
FND 2 1
2" BRASS CAP
IN CONCRETE
LS 14823, RBD
VAULT
F.O.CABLE
CABLE
ELEC
FE SFE
SD D
DD
VAULT
ELEC
VAULT
ELEC
FO
VAULT
F.O.
ELEC
VAULT
F.O.STSTSTSTSTSTSTST11+0012+0014+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00Carriage ParkwayPROPOSED 30"
VERTICAL CURB & GUTTER
58.5'CL-FL5.0'SW44.9'CL-FL115.5'FL-FLFUTURECONDITIONPROPOSED EDGE
OF PAVEMENT
INTERIM CONDITION
SAWCUT
LINE
N89°59'24"W
2647.37'104.0'FL-FLFUTURECONDITIONFUTURE CONDITION 30"
VERTICAL CURB & GUTTER30.0'EX ROW5.0'SWSTA 23+50.00MATCH SHEET 37LOT 2
LOT 3
EXISTING EDGE
OF ROADWAY
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
0.85%PVI STA = 21+01.00PVI ELEV = 4911.28PROPOSED GROUND
@ ROAD CENTERLINE
STA.=22+52.92INV.= 4912.57CARRIAGE PARKWAYEXISTING GROUND
@ ROAD CENTERLINE
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
10+001-25
R11No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - R11.dwg LAYOUT NAME: R11 DATE: May 25, 2022 - 1:29am CAD OPERATOR: JHolmanLIST OF XREFS: [102-002_xEXST] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Corridor] [000-000_xSTRT_leg] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [22-0052 - Lot Numbers]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
R1
R2
R3
R4
R5
R6
R7
R9
R8
R10 R11
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.HORIZONTAL: 1"=40' VERTICAL: 1"=5'
40 0 40 80
SCALE FEET
37
EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET
REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE
ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE
SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND:
NOTES:
PROSPECT ROAD
PROSPECT ROAD PLAN & PROFILECALL 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 1" = 40' H : 1" = 5' V90.0'
ESMNT
ELEC
CABLE
CELEC
FE
SFE
SELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
ELEC
ELECELEC
ELEC
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
MATCH SHEET 36STA 23+50.0073.0'ROW5.0'SW15.0'PUE58.0'CL-FL30.0'EX ROW30.0'ROW14.0'CL-EOPPROPOSED 30"
VERTICAL CURB & GUTTER
MATCH EXISTING CULVERT SIZE
STORM
INLET
STORM
DRAIN (TYP)41.5'CL-FL46.0'CL-FLFUTURE CONDITION 30"
VERTICAL CURB & GUTTER 41.5'CL-FL5.0'SW56.5'ROWN89°59'24"W
2647.37'
LOT 6
LOT 7
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
0.50%-0.50%PVI STA = 30+12.11PVI ELEV = 4915.56150.0' VC
LP ELEV = 4914.40
LP STA = 27+43.05
PVI STA = 27+43.05
PVI ELEV = 4914.21
BCVS: 26+68.05BVCE: 4914.59ECVS: 28+18.05EVCE: 4914.59A.D. = 1.00
K = 150.00
150.0' VC
HP ELEV = 4914.91
HP STA = 25+75.53
PVI STA = 25+56.09
PVI ELEV = 4915.15
BVCS: 24+81.09BVCE: 4914.51EVCS: 26+31.09EVCE: 4914.77A.D. = 1.35
K = 111.11
EXIST GROUND
@ ROAD CENTERLINE
SEE ROADWAY IMPROVEMENT PLANS
FOR PROSPECT ROAD & MAIN STREET
EXISTING GROUND
@ ROAD CENTERLINE
PRIOR TO IMPROVEMENT PLANS
FOR PROSPECT ROAD & MAIN STREETEXISTING GROUND
@ ROAD CENTERLINE
MATCH EXIST SIZE
CROWN SD=4911.00
0.85%
0.50%
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
SN1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - SN1.dwg LAYOUT NAME: SN1 DATE: May 25, 2022 - 1:30am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Civil Base] [22-0052 - Site Plan (By Others)] [1896-001_xADJ] [000-000_xSTRP_leg] [22-0052 - Matchlines] [102-002_xEXST] [1896-001_xEXST] [22-0052 - Signing and Striping Base]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
SN1
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.150 0 150 300
scale: 1" = 150'feet
SIGNAGE PLANCARRIAGE PKWYSTREET A
PROSPECT RD
T
R
I
C
/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.
NOTES:STREET BCARRIAGE PKWYSTRE
E
T
A
38
R1-1
36"X36"
W11-2
W/W16-9P (24"X12")
AHEAD
R1-1
36"X36"
W11-2
W/W16-9P (24"X12")
AHEAD
*PLACED 125 LF BEFORE CROSSING
W11-2
W/W16-9P (24"X12")
AHEAD
*PLACED 125 LF BEFORE CROSSING
W11-2
W/W16-9P (24"X12")
AHEAD
W11-2
W/W16-9P (24"X12")
AHEAD
W11-2
W/W16-9P (24"X12")
AHEAD
*PLACED 125 LF BEFORE CROSSING
R3-5fP
R3-5R
R4-4
W11-2
W/W16-9P (24"X12")
AHEAD
R1-1
36"X36"
R3-5fP
R3-5R
R4-4
R3-5fP
R3-5R
R4-4
R2-1
W11-2
W/W16-9P (24"X12")
AHEAD
*PLACED 125 LF BEFORE CROSSING
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 1" = 150'LID LID
util
LID
S
S
SS SS SS SS SS SS SS SS SS SSSSST
MM
S
H2O
H2O
H2O
H2O
H2OH2O
H2O
WV
WV
W
S
W W
E
H2O
WVWV
/ / / / / / / /
V.P.
V.P.
V.P.V.P.
S
W
T H2O/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWSSSEEEWWWWWWWWWSSSSSSSSSSSSSSWWWWWWWWWWWSSSS8" SS8" SS8" SSSFFSWF FWW
SN2No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - SN2.dwg LAYOUT NAME: SN2 DATE: May 25, 2022 - 1:30am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - Site Plan (By Others)] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Civil Base] [000-000_xSTRP_leg] [22-0052 - Signing and Striping Base]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
SN2
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.CARRIAGE PARKWAY STRIPING PLAN/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 (FORT COLLINS) 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 ALIGNMENT 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 (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 (FORT COLLINS) RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE
AND/OR STRIPING IF THE (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.
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:
NOTES:
STRIPING LEGEND:STRIPING NOTES:
feetscale: 1" = 50'
10050050
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 1" = 50'22+0023+0024+0011+00STA 22+00.00Street AProspect RoadMATCH BELOW LEFTCarriage Parkway MATCH ABOVE RIGHTSTA 22+00.0011+00
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
21+0
0
12' TRAVEL LANE
3' BUFFER
6' BIKE LANE
12' TRAVEL LANE
3' BUFFER
6' BIKE LANE
12' TURN LANE
12' TURN LANE
12' TURN LANE
12' TRAVEL LANE
12' DROP LANE
12' TURN LANE
6' BIKE LANE
3' BUFFER
12' TRAVEL LANE
12' TURN LANE
6' BIKE LANE
3' BUFFER
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
3' BUFFER6' BIKE LANE
12'
T
R
A
V
E
L
L
A
N
E
5' BI
K
E
L
A
N
E
3' BU
F
F
E
R
8' P
A
R
K
I
N
G
12'
T
R
A
V
E
L
L
A
N
E
5' BI
K
E
L
A
N
E
8' P
A
R
K
I
N
G
3' BU
F
F
E
R
STA 22+00
.00MATCH BELOW LEFTCarriage Parkway STA 33+00
.00MATCH ABOVE
R
IGHT 10+0011+00Street BSTA 22+00
.00STA 33+00
.00MATCH ABOVE RIGHTMATCH BELOW
LEFT
23+00
24+00
25+00 26+00 27+00 28+00 29+00 30+00
31+00
32+00
12' TRA
VEL L
A
NE
5' BIKE L
A
NE
8' PARKI
N
G12' TRA
V
EL L
A
NE
5' BIKE L
A
NE
8' PARKI
N
G
12' TRAVEL LANE
5' BIKE LANE
3' BUFFER8' PARKING
12' TRAVEL LANE
5' BIKE LANE
8' PARKING
3' BUFFER
Carriage ParkwaySTA 33+00.00STA 33+00.00MATCH ABOVE RIGHTMATCH BELOW LEFT34+
0
0
35+00
36+00 37+00 38+00 39+00 40+00 41+00 42+00
12' TRAVEL LANE
5' BIKE LANE
3' BUFFER
8' PARKING
12' TRAVEL LANE
5' BIKE LANE
8' PARKING
3' BUFFER
SN3No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - SN3.dwg LAYOUT NAME: SN3 DATE: May 25, 2022 - 1:30am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - Site Plan (By Others)] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Civil Base] [000-000_xSTRP_leg] [22-0052 - Signing and Striping Base] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
SN3/SN4
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.PROSPECT ROAD STRIPING PLAN/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 (FORT COLLINS) 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 ALIGNMENT 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 (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 (FORT COLLINS) RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE
AND/OR STRIPING IF THE (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.
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:
NOTES:
STRIPING LEGEND:STRIPING NOTES:
feetscale: 1" = 50'
10050050
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 1" = 50'11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
Prospect Road
12' TURN LANE
3' BUFFER
12' TURN LANE
12' TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
SHOULDER VARIES
9+0011+0022+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
Prospect RoadCarriage Parkway3' BUFFER
12' TURN LANE
12' TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
12' TURN LANE
11' TRAVEL LANE
11' TRAVEL LANE
6' BIKE LANE
3' BUFFER
12' TURN LANE
1' SHOULDER
16' CARROT
4' CARROT
12' TURN LANE
SN4No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - SN4.dwg LAYOUT NAME: SN4 DATE: May 25, 2022 - 1:30am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - Site Plan (By Others)] [22-0052 - BDR2] [22-0052 - Keymap] [22-0052 - Matchlines - 40 Scl] [22-0052 - Civil Base] [000-000_xSTRP_leg] [22-0052 - Signing and Striping Base] [1896-001_xEXST]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of
KEYMAP
I-25PROSPECT RD
SN3/SN4
43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.ULTIMATE PROSPECT ROAD STRIPING PLAN/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 (FORT COLLINS) 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 ALIGNMENT 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 (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 (FORT COLLINS) RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE
AND/OR STRIPING IF THE (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.
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:
NOTES:
STRIPING LEGEND:STRIPING NOTES:
feetscale: 1" = 50'
10050050
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 1" = 50'Prospect Road
11' TRAVEL LANE
12' TURN LANE
12' TURN LANE
12' TRAVEL LANE
12' TRAVEL LANE
11' TRAVEL LANE
3' BUFFER
6 BIKE LANE
12' TURN LANE
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
Prospect Road
12' TURN LANE
11' TRAVEL LANE
12' TURN LANE
12' TURN LANE
12' TRAVEL LANE
12' TRAVEL LANE
11' TRAVEL LANE
3' BUFFER
6 BIKE LANE
11' TRAVEL LANE
12' TURN LANE
12' TURN LANE
12' TRAVEL LANE
12' TRAVEL LANE
11' TRAVEL LANE
3' BUFFER
6 BIKE LANE
4' CARROT
4' CARROT
9+0022+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
11' TRAVEL LANE
3' BUFFER 6 BIKE LANE
12' TURN LANE
11' TRAVEL LANE
6 BIKE LANE
12' TURN LANE
11' TRAVEL LANE
6 BIKE LANE
3' BUFFER
12' TURN LANE11+00
150 0 150 300
scale: 1" = 150'feet
HISTORIC DRAINAGE PLAN42
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
1.REFER TO THE DRAINAGE REPORT FOR RUDOLPH FARMS FOR
ADDITIONAL INFORMATION.
A
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
LEGEND:
NOTES:
PROSPECT ROAD
H1No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - DR1.dwg LAYOUT NAME: H1 DATE: May 25, 2022 - 1:31am CAD OPERATOR: JHolmanLIST OF XREFS: [1896-001_xADJ] [22-0052 - EX BNDRY (By Others)] [102-002_xEXST] [1896-001_xEXST] [22-0052 - BDR3]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of 43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.1" = 150'ELEC
C
VAULTF.O.
CT
C
CT
VAULTF.O.
ELEC
ELEC
TC
C
T
VAULTF.O.
C
C
VAULTF.O.
T
C
ELEC
C
ELEC
VAULTF.O.CABLE
CABLE
ELEC
BRKR
HY DHY DHY DHY DW
ELEC
FO
HY DH2O
ELEC
ELEC
HY DCELEC
LID LID
util
LID
ELEC
FE SFESFES FE
SFE
SS
D
S
SS SS SS SS SS SS SS SS SS SSSSST
FOCTVEEFOFOCTVCTVE EEEEEE
E
E E E
FE
SFE
SHY DELEC
D D
D
D
DD
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELEC
VAULT
ELEC
VAULTELEC
VAULT
ELEC
VAULTELEC
VAULTELEC
ELEC
F.O.
ELEC
FOF.O.F.O.
F.O.F.O.
M
H2OFO
M
ELEC
ELECELEC
ELEC
FO
VAULTF.O.
ELEC
VAULTF.O.HY DFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWW
WWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWSTE E E E E
E
E E E
E
OHU OHU OHU
GGGW
OHU OHU
S
H2O
H2O
H2O
H2O
H2OH2O
H2O
WV
WV
W
S
C C
C
M
CABLE
M
W CCW
E
CABLE
H2O
WVWV
/ / / / / / / /
W W SSSS
V.P.
V.P.
V.P.V.P.
CABLE
MM
C
S
MMC
MM
W
T H2O
GATEGATE
M/ / / / / / / /12345G0G432112345G0G43210000000000000000SSSEEESSSSSSSSSSSSSSSSSS8" SS8" SS8" SSSSFFSWF F
FORT COLLINS
SWITCHING CABINETXX XXXX X X X X XXXXXXXXXXXXXXXXXXXEEEE
GAS WW
H-A1
H-B1
H-C1
4913EXISTING
DETENTION
POND
4917
4916
4915
4914
49154918
4919
4920
4921
4922
49
0
8
4909
4910
4
9
1
1
49
1
2
4
9
1
3
4
9
0
7
4910 4914491549164917491
6
4911
491
4
4
9
1
5
49
1
5
49
1
3
49
1
4
49
1
6
49
1
6 49204
9
1
8
4
9
1
74917
4917491849164
9
1
7
491649124919
4918
492049204921492149214921
4920
49214922
4921491849114912
4911
4912
4913
4905
4
9
0
7
49154915
490
9 49114912491349114
9
0
9
49
1
0
EXISTING CULVERT
OUTFALL TO TRIC
EXISTING CULVERT
OUTFALL TO TRIC
EXISTING CULVERT
OUTFALL TO TRIC
EXISTING CULVERT
OUTFALL TO TRIC
EXISTING CULVERT
OUTFALL TO TRIC
EXISTING 36"
CULVERT
150 0 150 300
scale: 1" = 150'feet
DEVELOPED DRAINAGE PLAN43
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
1.REFER TO THE DRAINAGE REPORT FOR RUDOLPH FARMS FOR
ADDITIONAL INFORMATION.
A
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
LEGEND:
NOTES:CARRIAGE PKWYSTREET AS
T
R
E
E
T
B
PROSPECT RD
NOT A
PART
NOT A
PART
INTERSTATE 25TRIC
L
A
K
E
C
A
N
A
N
L
FOX GROVE
SUBDIVISION
POUDRE SCHOOL
DISTRICT PROSPECT
6-12 SCHOOL
DR2No.Revisions:By:Date:Sheet
DRAWING FILENAME: S:\Projects\2022\22-0052\Civil\_Preliminary\_Improvements\22-0052 - DR2.dwg LAYOUT NAME: DR2 DATE: May 25, 2022 - 1:31am CAD OPERATOR: JHolmanLIST OF XREFS: [22-0052 - Civil Base] [1896-001_xADJ] [1896-001_xEXST] [22-0052 - BDR3] [22-0052 - Site Plan (By Others)]REVIEW SETNOT FOR CONSTRUCTION05/25/2022of 43P. MANAGER:ANDY REESEDESIGNED BY:JOHN HOLMANDRAWN BY:CC, SD, CMSCALE:DATE:05/25/2022PROJECT:22-0052RUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed by aProfessional Engineer in theemploy of NorthernEngineering Services, Inc.1" = 150'ELEC
C
VAULTF.O.
CT
C
CT
VAULT
F.O.
ELEC
ELEC
TC
C
T
VAULTF.O.
C
C
VAULTF.O.
T
C
ELEC
C
ELEC
VAULTF.O.CABLE
CABLE
ELEC
BRKR
HY DHY DHY DHY DW
ELEC
FO
HY DH2O
ELEC
ELEC
HY DCELEC
LID LID
util
LID
ELEC
FE SFESFES FES FE
SS
D
S
SS SS SS SS SS SS SS SS SS SSSSST
FOCTVEEFOFOCTVCTVE EEEEEE
E
E E E
FE
SFE
SHY DELEC
D D
D
D
DD
VAULTELEC
VAULTELEC
VAULTELEC
VAULTELEC
VAULT
ELEC
VAULTELEC
VAULTELECVAULTELEC
VAULTELEC
ELEC
F.O.
ELEC
FOF.O.F.O.
F.O.F.O.
M
H2OFO
M
ELEC
ELECELEC
ELEC
FO
VAULTF.O.
ELEC
VAULTF.O.HY DFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWW
WWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WWSTE E E E E
E
E E E
E
OHU OHU OHU
GGGW
G G G G GCTVCTV
OHU OHU
S
H2O
H2O
H2O
H2O
H2OH2O
H2O
WV
WV
W
S
C C
C
M
CABLE
M
W CCW
E
CABLE
H2O
WVWV
WW
WW/ / / / / / / /
W W SSSS
V.P.
V.P.
V.P.V.P.
CABLE
MM
C
S
MMC
MM
W
T H2O
M/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWSSSEEEWWWWWWWWWSSSSSSSSSSSSSSWWWWWWWWWWWSSSS12" W 12" W 12" W 12" W8" SS8" SS8" SSSG G G G G G
GGGGGGGGGFF12" SST
12" SS 12" SS
12
"
S
S
8" W 8" W 8" W 8" W
8" W 8" W
8" W
SWF FWW12
"
S
S
12
"
S
S
T8" W8" WTE/T
/CE/T
/CE/T
/C
E/T/C
E/T/C
E/T/C
E/T/C E/T/CGGGG
G
G G G
POND A
POND B
POND C
POND D
POND E
POND H
POND I
POND J
RAIN GARDEN D
RAIN GARDEN C
RAIN GARDEN D
RAIN GARDEN A
RAIN GARDEN F
RAIN GARDEN E
4922
4921
492
0
4919
4918
4917
4916 49234
9
2
2
49214920
49194918491649154915
4914
4912
4910490849094911
4908
490
9
49
0
8
4
9
1
1
49
1
4
49
1
2
49
1
3
4911
49
1
0
491149
1
2
49
1
6
491
6
491549144913491449
1
6
49174914
4908
49
0
8
491049094909
4907
490
8
490749084909
4
9
0
7
49
1
0
4915
4913 4914
4
9
1
6
491
5
491549134914491549154914491549154914
4914
4914
4
9
1
54917
49
1
5
49
1
449204919492149214921492149224922492249224918
4920
49204920492149214922492349234923492349244924
4923
4924
4
9
2
4
4925 4926
491749184915
RAIN GARDEN G
RAIN GARDEN H
RAIN GARDEN I4926 492049194921
49
2
0
491649154916491849194
9
1
6
4
9
1
4
491
0
491
2
49
1
1
4916
4920
49
2
0
4917
A1
C1
E1
H1 I1
D1
F1
B1
G1
D2
I2
I3
H3
H2
E3
E2
D3
D5 D4
J14916PROPOSED
STORM DRAIN
49154914
49
1
4
49
1
5
491
6
49
1
7
49
1
8
49
1
9
49
2
1
492
2
492
3
4
9
2
0
4921
4922
4923 492449254
9
2
4
4922
4923
4924
49
1
6
49154916PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET PIPE
PROPOSED
OUTLET PIPE
PROPOSED
OUTLET PIPE
PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET PIPE
PROPOSED
OUTLET PIPE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN