HomeMy WebLinkAboutMASON STREET INFRASTRUCTURE PROJECT - FDP230016 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSN.
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Original Field Survery:
Northern Engineering
Project No. 1473-002
Date: April 2019
Additional Field Survey:
Northern Engineering
Project No. 1971-001
Date: October, 2022
OCTOBER 2023 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
BENCHMARK: #1-10
Elevation=4987.25 NAVD88
Northwest corner of College Ave. and Willox Lane on the southwest corner of a Storm Inlet.
BENCHMARK: #1-00
Elevation=4968.74 NAVD88
On a catch basin at the southeast corner of Vine Dr. and College Ave.
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum)
for their vertical datums.
if NGVD29 unadjusted datum (prior city of Fort Collins datum) is required for any
purpose, the following equation should be used: NGVD29 unadjusted datum (prior city
of Fort Collins datum) = NAVD88 - 3.17'
Basis of Bearings
The East line of the Northwest Quarter of Section 2 Township 7 North, Range 69 West of
the 6th P.M. as bearing South 00° 38' 02" West (assumed).
PROJECT BENCHMARKS:
MASON STREET INFRASTRUCTURE
PROJECT TEAM:
Klara Rossouw
Ripley Design, Inc.
419 Canyon Avenue #200
Fort Collins, Colorado 80521
(970) 224-5828
N. COLLEGE 1311 LLC
262 E. Mountain Avenue
Fort Collins, CO 80524
Northern Engineering Services, Inc.
Blaine Mathisen, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
GEOTECHNICAL ENGINEER
CTL Thompson, Inc.
Erin Beach, PE, PG
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
SHEET INDEX
FIELD SURVEY BY:
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
TYPICAL SECTIONS
FINAL UTILITY PLANS FOR
CTL Thompson, Inc
Geotechnical Investigation
Hibdon/Mason 24/7 Shelter
SWC Hibdon Court and Mason Street
Fort Collins, Colorado
Project No. FC10,520.000-125-R1
Date: October 25, 2022
SUBSURFACE EXPLORATION BY:
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 EROSION CONTROL NOTES
4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
GRADING SHEETS
5 G1 GRADING PLAN
UTILITY SHEETS
6 U1 UTILITY PLAN
7 SS1 SANITARY SEWER LINE A PLAN & PROFILE
8 WT1 WATERLINE A PLAN AND PROFILE
9 ST1 STORM DRAIN A AND B PLAN AND PROFILE
10 ST2 OFFSITE STORM DRAIN C PLAN AND PROFILE
ROADWAY SHEETS
11 - 12 R1 - R2 N MASON STREET PLAN & PROFILE
13 SG1 N MASON STREET INTERIM SIGNAGE & STRIPING PLAN
14 SG2 N MASON STREET ULTIMATE SIGNAGE & STRIPING PLAN
DETAIL SHEETS
15 D1 SANITARY SEWER DETAILS
16 - 17 D2 - D3 WATER DETAILS
18 - 19 D4 - D5 DRAINAGE DETAILS
20 D6 SITE DETAILS
EROSION SHEETS
21 EC1 INITIAL EROSION CONTROL PLAN
22 EC2 INTERIM EROSION CONTROL PLAN
23 EC3 FINAL EROSION CONTROL PLAN
24 - 25 EC4 - EC5 EROSION CONTROL DETAILS
DRAINAGE SHEETS
26 DR1 DRAINAGE EXHIBIT
PROJECT
LOCATION
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
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-----------------------------Cory Thelen (970) 225-7843
ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM--------Lumen-------------------------------------Brady Craddock (970) 342-3431
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
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com
71' ROW9' UTIL.
ESMT.
9' UTIL.
ESMT.
MODIFIED COLLECTOR (N MASON STREET)
ULTIMATE SECTION (SOUTHBOUND)
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30" VERTICAL CURB
& GUTTER30" VERTICAL CURB
& GUTTER
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PKWY
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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 NOTES
1.All materials, workmanship, and construction of ppublic 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 Final Drainage Report, dated October 4, 2023 by Northern Engineering Services, Inc., shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be
removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the
City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is
obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins -
221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of
Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the
Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper
installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of
base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all
intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City
of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with
the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property
lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads
within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal
requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be
responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign
then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local
street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the
Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction
activities on Sundays or holidays, unless there is prior written approval by Larimer County.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications,
and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the
Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the
basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 1-10
NORTHWEST CORNER OF COLLEGE AVE. AND WILLOX LANE ON THE SOUTHWEST CORNER OF A STORM INLET.
ELEVATION: 4987.25
CITY OF FORT COLLINS BENCHMARK 1-00
ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE.
ELEVATION: 4968.74
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'
BASIS OF BEARINGS
THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 2 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH
00° 38' 02" WEST (ASSUMED).
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.Proposed Variances are listed as follows:
48.1.Minimum K values for vertical curves.
48.2.Minimum centerline radius for horizontal curves
48.3.Modified street cross-section for N Mason Street
48.4.Slopes less than Minimum 0.22% slope for 12" sanitary sewer & no vertical drops in sewer manholes
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.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be
submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be
made. 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.
10.All public sidewalk, driveways, and ramps, existing or proposed, adjacent or within the site, need to meet ADA standards. If they currently do not, they will
need to be reconstructed so that they do meet current ADA standards as a part of this project.
11.Any damaged curb, gutter and sidewalk existing prior to construction, as well as streets, sidewalks, curbs and gutters, destroyed, damaged or removed due
to construction of this project, shall be replaced or restored to city of Fort Collins standards at the developer's expense prior to the acceptance of completed
improvements and/or prior to the issuance of the first certificate of occupancy.
C. Traffic Signing and Pavement Marking Construction Notes
5.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.
6.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
7.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
8.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
9.All lane lines for concrete pavement should be epoxy paint.
10.Prior to permanent installation of traffic striping, symbols, and signs their placement shall be approved by the City of Fort Collins Traffic Engineer. The
developer shall place temporary tabs, tape or flags depicting alignment and location. Contact City of Fort COllins Traffic Operations at 970-221-6630
for field review.
11.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
12.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
13.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
14.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
15.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.
16.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
17.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
18.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).
19.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 Final Drainage Report, dated October 4, 2023 by Northern Engineering Services, Inc., shall be followed and implemented.
3.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department at least two
weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement.
E.Utility Notes
1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2.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.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections.
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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
F. INFILL AND REDEVELOPMENT NOTE
A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas
of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is
strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such
circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the
cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect,
Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to
starting work.
G. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)
General Erosion Control Requirements
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater
Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling.
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 standards may 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
Land disturbance, Stockpiles, and Storage of Soils
20.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.
21.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.
22.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.
23.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.
24.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.
25.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.
26.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.
27.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.
28.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.
29.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.
30.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.
31.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
32.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).
33.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.
34.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).
35.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
36.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
37.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.
38.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
39.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
40.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
41.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.
42.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
43.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
44.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
45.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.
46.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
47.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 City of Fort Collins Utilities by email at erosion@fcgov.com 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.
48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as
these have proven to cause entrapment issues.
Final stabilization and project completion
49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of
the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term
maintenance of those facility.
50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and
per City of Fort Collins standards within 14 working days of final grading.
52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections
12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.
53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements.
54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as
prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes
steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two
separate processes of seeding and tackification.
55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied
tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded
before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an
erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot
produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent
erosion control can be performed.
56.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.
57.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.
58.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.
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300 HICKORY STREET
FORT COLLINS, CO
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
HOYT JOHN R
1307 N. COLLEGE AVENUE
FORT COLLINS, CO
1311 N. COLLEGE LLC
HIBON CT.
FORT COLLINS, CO
1311 N. COLLEGE LLC
1311 N. COLLEGE AVENUE
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
D AND S MOTELS INC
1405 N. COLLEGE AVENUE
FORT COLLINS, CO
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HICKORY STREET
20' WATERLINE AND
ROW EASEMENT
REC. NO. 85040113
20' UTILITY EASEMENT
BK 1429 PG 750
20' UTILITY
EASEMENT PER
PLAT OF BREW SUB.
FIRST FILING
RIGHT OF WAY EASEMENT
BK 929 PG 30
(WIDTH VARIES)
6' UTILITY
EASEMENT
BK 1658 PG 746
6' UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
30' NON-EXCLUSIVE
ROADWAY/ACCESS EASEMENT
BK 2125 PG 1500
10' ROW PSC EASEMENT
BK 1430 PG 930
10' UTILITY
EASEMENT
BK 1658 PG 746
24' NOTICE OF CITY WEST
SIDE ACCESS ROAD/PUBLIC
ACCESS ALIGNMENT
REC. NO. 20140051199
TO BE VACATED
24' NON-EXCLUSIVE
PUBLIC ACCESS
EASEMENT TO THE
CITY OF FORT COLLINS
REC. NO.20140038802
TO BE VACATED
3' POWER LINE EASEMENT TO
CITY OF FORT COLLINS
BK 1475 PG 941
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 322
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 321
NON-EXCLUSIVE
ACCESS EASEMENT
REC. NO. 20140030921
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
HIBDON COURT
10' UTILITY
EASEMENT
BK 1429 PG 750
24' ACCESS EASEMENT
REC. NO. 20140036292
30' EASEMENT FOR ROAD PURPOSES
BK 1143 PG 187
(EXCEPTION PARCEL PIB FCIF25205400)
20' RIGHT OF WAY EASEMENT
BK 1114 PG 555
30' UPRR TRACK EASEMENT
BK 2027 PG 988
REC. NO. 98091992
REC. NO. 20060019203
UNION PACIFIC RAILROAD
20' UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
10' UTILITY EASEMENT
BK 1658 PG 746
EXISTING STORM
MANHOLE
EXISTING CONCRETE HEADWALL
TO BE REMOVED
±62 LF EXISTING 8" PVC
TO BE REMOVED
±30 LF EXISTING
24" CULVERT
EXISTING TREES
TO BE REMOVED (TYP.)
APPROXIMATELY 13,900 SF
OF EXISTING ASPHALT
TO BE REMOVED
EXISTING 12"
STORM DRAIN
±380 LF EXISTING OVERHEAD UTILITY
TO BE REMOVED AND RELOCATED
(CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER)
R.O.W AGREEMENT WITH UNION PACIFIC
RAILROAD FOR THE PURPOSE OF IRRIGATION
DITCH & IRRIGATION WATER UNSPECIFIED
WIDTH BK 813 PG 27
TO BE VACATED PER LANGUAGE FOUND
ON PAGE 28 OF SAID DOCUMENT
±660 LF EXISTING OVERHEAD UTILITY
TO BE RELOCATED
(CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER)
±660 LF EXISTING ELECTRIC
TO BE REMOVED AND RELOCATED
(CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER)
EXISTING SIGN
TO BE REMOVED
EXISTING SANITARY
SEWER MANHOLE
TO REMAIN
±145 LF EXISTING SANITARY SEWER
TO BE REMOVED
EXISTING CONCRETE
RIBBON CURB
EXISTING 8"
WATERLINE
EXISTING FIRE
HYDRANT
EXISTING 6"
SANITARY SEWER
EXISTING GAS
LINE
EXISTING 12"
SANITARY SEWER
APPROXIMATE BUILDING
LOCATIONS (TYP.)
EXISTING DITCH
TO BE REMOVED
APPROXIMATE BUILDING
LOCATIONS (TYP.)
EXISTING STORM
INLET
EXISTING 36" WATER
LINE
EXISTING PROPERTY LINE
TO BE VACATED
EXISTING MANHOLE
TO BE REMOVED
EXISTING
STORM FES
EXISTING RIBBON CURB
TO BE REMOVED
APPROXIMATE
8" WATER
ACCESS EASEMENT
REC. NO. 20140012394
±665 LF EXISTING CABLE LINE
TO BE REMOVED AND RELOCATED
(CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER)
EXISTING FENCE
TO BE REMOVED
20' IRRIGATION DITCH
EASEMENT
BK 1429 PG 750
EXISTING NATURAL
HABITAT BUFFER ZONE
±256 LF EXISTING 21" RCP
TO BE REMOVED
±116 LF EXISTING 36" RCP
TO BE REMOVED
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36" PIPE
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18" PIPE
EXISTING
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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( IN FEET )
1 inch = ft.
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LEGEND:
G
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EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
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.
4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
5.REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION.
EXISTING OVERHEAD UTILITY OHE
EXISTING ASPHALT/CONCRETE (TO BE REMOVED)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
TREE PROTECTION NOTES:
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE
PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A
QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND
REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH
BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX
(6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT
OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL
OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD
RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH
TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF
FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING
CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A
SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
Original Field Survery:
Northern Engineering
Project No. 1473-002
Date: April 2019
Additional Field Survey:
Northern Engineering
Project No. 1971-001
Date: October, 2022
CTL Thompson, Inc
Geotechnical Investigation
Hibdon/Mason 24/7 Shelter
SWC Hibdon Court and Mason Street
Fort Collins, Colorado
Project No. FC10,520.000-125-R1
Date: October 25, 2022
EXISTING ASPHALT/CONCRETE (TO BE REMOVED & REPLACED)
KEYMAP
EXISTING NATURAL HABITAT BUFFER ZONE
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QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
1311 N. COLLEGE LLC
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
N
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S
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E
T
20' ROW EASEMENT
REC. NO. 85040113
6' UTILITY
EASEMENT
BK 1658 PG 746
6' UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
10' UTILITY EASEMENT
BK 1658 PG 746
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 322
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
HIBDON COURT
24' ACCESS EASEMENT
REC. NO. 20140036292
EXISTING STORM
DRAIN
EXISTING 36" WATER
LINE
LOT LINE
HICKORY REGIONAL
DETENTION POND
75.64
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8
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0.1
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EXISTING
BUILDING
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1
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1
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0
2
7
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.
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4
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82.00
81.94
(81.82)
2' CONCRETE
PAN
EXISTING 24"
STORM CULVERT
LOT 1
LOT 2
LOT 3
20' UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
(7
9
.
8
6
)
(79.55)
79.86
7
9
.
2
8
(79.49)
7
9
.
9
4
7
9
.
3
6
R.O.W AGREEMENT WITH UNION PACIFIC
RAILROAD FOR THE PURPOSE OF IRRIGATION
DITCH & IRRIGATION WATER UNSPECIFIED
WIDTH BK 813 PG 27
TO BE VACATED PER LANGUAGE FOUND
ON PAGE 28 OF SAID DOCUMENT
9' UTILITY EASEMENT
30' UPRR TRACK EASEMENT
BK 2027 PG 988
REC. NO. 98091992
REC. NO. 20060019203
71' ROW
4' CURB CUT AND
SIDEWALK CHASE
42'' FL-FL
42''
FL-FL
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
STORM DRAIN A
SEE SHEET 9
STORM DRAIN B
SEE SHEET 9
SWALE
SCOUR STOP
60' DRAINAGE
EASEMENT
73
.
6
6
2.
0
%
8
1
.
1
4
77.41
77.68
76.99
77
.
3
6
76.83
77.
4
2
75.57
7
6
.
0
6
7
4
.
9
7
76.89
77.37
7
4
.
9
6
74
.
5
6
7
4
.
8
4
78.58
79.22
78
.
9
8
79.00
78.7
2
79.6
7
79.
3
9
78.70
78.4
6
78.34
78
.
1
0
12' GRAVEL ACCESS ROAD
81.00
81
.
0
0
8
0
.
3
3
81.00 81.00 8
0
.
9
8
81.00
75.88
75.41
75.07
7
4
.
7
2
74
.
5
9
0
.
2
%
0.
2
%
2.
0
%
4:
1
12
:
1
9:1
10:1
6:1
1
2
.
2
%
4:
1
4:1
4:
1
4:
1
2.2
%
2.
0
%
1.7%
3' POWER LINE EASEMENT TO
CITY OF FORT COLLINS
BK 1475 PG 941
8:
1
4:
1
(78
.
2
8
)
4:1
4:1
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
40' DRAINAGE
EASEMENT
8
0
.
0
4
3.1%
SCOUR STOP
POND DEPTH
GAUGE
4' GRAVEL
ACCESS PATH
8.
6
%
10' UTILITY EASEMENT
12' GRAVEL ACCESS ROAD
D
R
Y
C
R
E
E
K
9' UTILITY EASEMENT
TRACT A
PROPOSED NATURAL
HABITAT BUFFER ZONE
78.60
78.32
(77.88)
(78
.
0
6
)
78.
3
8
81.87
81.93
81.52
2.1%
OUTFALL
CURB AND
GUTTER
71' ROW
ACCESS EASEMENT
BY SEPARATE DOCUMENT
S
SS
W W W W W
S
20' ROW EASEMENT
REC. NO. 85040113
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
20' IRRIGATION DITCH
EASEMENT
BK 1429 PG 750
OFFSITE STORM DRAIN C
SEE SHEET 10
(7
7
.
9
8
)
(7
7
.
5
7
)
(7
7
.
5
8
)
20' DRAINAGE
EASEMENT BY
SEPARATE
DOCUMENT
EXISTING 36"
WATERLINE
EXISTING
STORM DRAIN
N
C
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A
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5
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( IN FEET )
1 inch = ft.
Feet04040
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of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
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; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
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
LOD
LEGEND:
PROPOSED EDGE OF ASPHALT / / / / / / / /
LIMIT OF DISTURBANCE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
MA
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CABLEVAULT
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CABLE
CABLE
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ELEC
ELEC
CTV CTV CTV
OH
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OH
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OH
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OHU
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X
X X
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CT
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CT
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CT
V
CTV
CT
V
CTV CTV CTV
OHU OHU
X X
X X X X X X X
X
X
X
X
X
CTV CTV CTV
CT
V
CTV CTV
CT
V
CTV CTV
G G
G G G G G G
CTV CTV
G G
SS SS SS SS SS SS
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SS
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H2O
H2O
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H2O H2O
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H Y D
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W W W W W W W W W W W W W W W W W W W
XXXXXXXXXXXXX
OHU OHU OHU OHU OHU
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W W W W W W W W W W W W W W W W W W W
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W W W W W
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SS
SS
SS
SS
SS
SS
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D
ELEC
X
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X
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W W W W W
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SS
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SS
SS
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8"
W
8"
W
8"
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8
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8
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8
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W
8
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8" W
8
"
W
8" W
8" W
8"
W
8"
W
8"
W
8"
W
8"
W
12
"
S
S
12
"
S
S
1
2
"
S
S
1
2
"
S
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1
2
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1
2
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1
2
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S
S
1
2
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S
1
2
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1
2
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12" SS
G
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NCFS LLC
300 HICKORY STREET
FORT COLLINS, CO
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
HOYT JOHN R
1307 N. COLLEGE AVENUE
FORT COLLINS, CO
1311 N. COLLEGE LLC
HIBON CT.
FORT COLLINS, CO
1311 N. COLLEGE LLC
1311 N. COLLEGE AVENUE
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
D AND S MOTELS INC
1405 N. COLLEGE AVENUE
FORT COLLINS, CO
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SSMH A2
EX SSMH A0
SSMH A3
SSMH A4
SSMH A5
SSMH A7 (5'Ø)
N
M
A
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S
T
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HICKORY STREET
20' WATERLINE
ROW EASEMENT
REC. NO. 85040113
20' UTILITY
EASEMENT
BK 1429 PG 750
20' UTILITY
EASEMENT PER
PLAT OF BREW SUB.
FIRST FILING
RIGHT OF WAY EASEMENT
BK 929 PG 30
(WIDTH VARIES)
6' UTILITY
EASEMENT
BK 1658 PG 746
6' UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
30' NON-EXCLUSIVE
ROADWAY/ACCESS EASEMENT
BK 2125 PG 1500
10' ROW PSC EASEMENT
BK 1430 PG 930
EXISTING 10'
UTILITY EASEMENT
BK 1658 PG 746
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 322
NON-EXCLUSIVE
ACCESS EASEMENT
REC. NO. 20140030921
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
HIBDON COURT
10' UTILITY
EASEMENT
BK 1429 PG 750
24' ACCESS EASEMENT
REC. NO. 20140036292
20' IRRIGATION DITCH
EASEMENT
BK 1429 PG 750
30' EASEMENT FOR ROAD PURPOSES
BK 1143 PG 187
(EXCEPTION PARCEL PIB FCIF25205400)
30' UPRR TRACK EASEMENT
BK 2027 PG 988
REC. NO. 98091992
REC. NO. 20060019203
UNION PACIFIC RAILROAD
EXISTING STORM
DRAIN
EXISTING FIRE
HYDRANT
EXISTING 12"
SANITARY SEWER
EXISTING STORM
INLET
EXISTING 36" WATER
LINE
FIRE HYDRANT
PROPOSED WATER
CONNECTION
SANITARY SEWER LINE A
SEE SHEET 7
EXISTING
SANITARY SEWER
EXISTING
WATERLINE
71' ROWLOT LINE
24' EOC-EOC
HICKORY REGIONAL
DETENTION POND
CURB CUT AND
SIDEWALK CHASE
LOT 1
LOT 2
LOT 3
PROPOSED
WATER CAP
EXISTING
8" WATER
20' UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
R.O.W AGREEMENT WITH UNION PACIFIC
RAILROAD FOR THE PURPOSE OF IRRIGATION
DITCH & IRRIGATION WATER UNSPECIFIED
WIDTH BK 813 PG 27
TO BE VACATED PER LANGUAGE FOUND
ON PAGE 28 OF SAID DOCUMENT
10' SEPARATION
ACCESS EASEMENT
REC. NO. 20140012394
9' UTILITY EASEMENT
9' UTILITY EASEMENT
71' ROW
RELOCATED ELECTRIC LINE
TIE INTO EXISTING
ELECTRIC LINE
42'' FL-FL
42'' FL-FL
STORM DRAIN A
SEE SHEET 9
STORM DRAIN B
SEE SHEET ST1
OFFSITE STORM DRAIN C
SEE SHEET 10
STREET LIGHT
N:137574.95
E:194294.64
STREET LIGHT
N:137735.36
E:194229.14
STREET LIGHT
N:137922.42
E:194218.01
PROPOSED
SANITARY STUB
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
WATERLINE A
SEE SHEET 8
STREET LIGHT
N:137418.15
E:194429.18
SWITCH CABINET
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137365.61
E:193564.85
3" METER BOX
(METER TO BE INSTALLED
AT TIME OF LOT 2 DEVELOPMENT)
N:137754.89
E:194205.13
6" SANITARY SERVICE
52.97 LF 6" PVC
S65°32'36"W
1" IRRIGATION SERVICE
50.13 LF 1" TYPE K COPPER
S45°21'25"W
6" FIRE SERVICE
52.01 LF 6" PVC
S76°39'51"W
3" WATER SERVICE
52.01 LF 3" PVC
S76°39'51"W
2' CONCRETE
PAN
60' DRAINAGE
EASEMENT
12' GRAVEL ACCESS ROAD
3' POWER LINE EASEMENT TO
CITY OF FORT COLLINS
BK 1475 PG 941
40' DRAINAGE
EASEMENT
3 PHASE ELECTRIC BOX
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137395.31
E:194450.94
3 PHASE ELECTRIC BOX
(TO BE COORDINATED WITH CITY OF
FORT COLLINS LIGHT AND POWER)
N:137745.29
E:194228.23
1" METER PIT
N:137530.13
E:194296.56
20' DRAINAGE
EASEMENT BY
SEPARATE
DOCUMENT
SSMH A1 (5'Ø)
20' UTILITY EASEMENT
BY SEPARATE
DOCUMENT
30' UTILITY EASEMENT
BY SEPARATE
DOCUMENT
PROPOSED NATURAL
HABITAT BUFFER ZONE
20' UTILITY
EASEMENT BY
SEPARATE
DOCUMENT
ACCESS EASEMENT
BY SEPARATE
DOCUMENT
4' GRAVEL
ACCESS PATH
TRACT A
S
N
C
O
L
L
E
G
E
A
V
E
EXISTING
36" PIPE
EXISTING
18" PIPE
EXISTING
AREA INLET
U1
UT
I
L
I
T
Y
P
L
A
N
6
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
KEYMAP
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARDS,
LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES,
WHICH SHALL BE PER CITY 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 THE CITY OF FORT COLLINS 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 4.5 FOOT MINIMUM AND 5.5 FOOT MAXIMUM
CLEARANCE FROM FINISHED GRADE TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED NATURAL HABITAT BUFFER ZONE
MA
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4980
4985
4990
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5000
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4970
4975
4980
4985
4990
4995
5000
5005
9+7510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+50
EXISTING GROUND
@ PIPE CENTERLINE
PROPOSED GROUND
@ PIPE CENTERLINE
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102.14 LF 12" PVC @ 0.18%
317.88 LF 12" PVC @ 0.18%
141.20 LF 12" PVC @ 0.18%141.20 LF 12" PVC @ 0.18%
93.43 LF 12" PVC @ 0.18%
FUTURE 405.84 LF 12" PVC @ 0.18%
15" RCP STORM
STA.=12+66.56
INV.=4974.34
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3
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4
9
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3
(
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)
8" PVC WATER
STA.=17+88.19
TOP=4975.11
15" HDPE STORM
STA.=13+88.91
INV.=4975.37
12"
X
X
X
X
X
XXXX
SSSSSSSSSSSSSSSSSS
8"
W
8" W 8" W 8" W
8" W
8" W
8" W
8"
W
8"
W
8" W
8"
W
8"
W
8" W 8" W 8" W 8" W 8" W
12" SS 12" SS
12" SS
12" SS
12" S
S
12" S
S
S
E
E
E
E
E
E
E
12
"
S
S
12
"
S
S
12"
S
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12"
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12"
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12
"
S
S
G G G
G
G
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CT
V
CT
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CT
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OHUOHUOHUOHU
E
OH
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X
X
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X
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CTVCTVCTVCTV
CT
V
CTV
CT
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CT
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CT
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OH
U
OH
U
CT
V
CT
V
CT
V
CTV
CT
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CT
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CT
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G
G
G
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CT
V
SS
SS
SS
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H2
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W X
X
X
X
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W
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W
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MASO
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S
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T
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
1311 N. COLLEGE LLC
HIBON CT.
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
D AND S MOTELS INC
1405 N. COLLEGE AVENUE
FORT COLLINS, CO
SSMH A5
STA 17+02.65
N: 137857.93
E: 194242.79
SSMH A4
STA 15+61.45
N: 137717.88
E: 194260.78
SSMH A3
STA 14+20.25
N: 137588.12
E: 194316.47
EX SSMH A8
STA 22+01.93
N: 137945.70
E: 194649.64
SSMH A7 (5'Ø)
STA 17+96.09
N: 137951.35
E: 194243.84
102.14 LF 12" PVC @ 0.18%
317
.
8
8
L
F
1
2
"
P
V
C
@
0
.
1
8
%
141.2
0
L
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1
8
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141.20 LF 12" P
V
C
@
0
.
1
8
%
93.43 LF 12" PVC @ 0.18%
HI
B
D
O
N
C
O
U
R
T
6' SIDEWAL
K
6' S
I
D
E
W
A
L
K
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9' UTILITY EASEMENT
9' UTILITY EASEMENT
HI
C
K
O
R
Y
S
T
R
E
E
T
EXISTING SANITARY
SEWER
EXISTING
WATERLINE
EXISTING 12"
SANITARY SEWER
LOT 3
LOT 2
LOT 1
45 ROW
BK 1743 PG 632
10 UTILITY
EASEMENT
BK 1572 PG 322
ACCESS EASEMENT
REC. NO.2014001239
SSMH A2
STA 11+02.14
N: 137362.35
E: 194540.24
20.00 LF 8" PVC @ 0.40%
SANTIARY STUB w/ CAP
INV. OUT=4972.62 (S)
FG=4973.34
N: 137971.35
E: 194244.06
SSMH A1 (5'Ø)
STA 10+00.00
N: 137361.13
E: 194642.37
SSS
SS
SSSSSSSSSSSSS
10' UTILITY
EASEMENT BK 1658
PG 746 42' FL-FL
71' ROW
24' ACCESS EASEMENT
REC. NO. 20140036292
20' IRRIGATION DITCH EASEMENT
BK 1429 PG 750
30' NON-EXCLUSIVE
ROADWAY/ACCESS EASEMENT
BK 2125 PG 1500
10' ROW PSC
EASEMENT
BK 1430 PG 930
10' UTILITY EASEMENT
BK 1429 PG 750
NON-EXCLUSIVE ACCESS EASEMENT
REC. NO. 20140030921
20' UTILITY EASEMENT
BK 1429 PG 750
20' WATERLINE AND
ROW EASEMENT
REC. NO. 85040113
10' SEPARATION
6" SANITARY
SEWER SERVICE
STORM DRAIN A
SEE SHEET 9
STORM DRAIN B
SEE SHEET 9
WATERLINE A
SEE SHEET 8
OFFSITE STORM DRAIN C
SEE SHEET 10
20' UTILITY EASEMENT BY
SEPARATE DOCUMENT
20' UTILITY EASEMENT
BY SEPARATE
DOCUMENT
SS1
PL
A
N
&
P
R
O
F
I
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E
SA
N
I
T
A
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Y
S
E
W
E
R
L
I
N
E
A
7
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
SANITARY SEWER LINE A
Sheet
Th
e
s
e
d
r
a
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R
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I
E
W
S
E
T
of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE 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.
4.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.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
(F
U
T
U
R
E
)
KEYMAP
8" W8" W8" W
8" W
8" W
8" W
8" W
8" W
8"
W
8"
W
8" W
8" W8" W8" W8" W8" W
12" SS12" SS
12" SS
12" SS
12" S
S
12" S
S
S
E
E
E
E
E
E
E
E
12"
S
S
12
"
S
S
12
"
S
S
12"
S
S
12"
S
S
12
"
S
S
GGG
G
G
G
G
G
G
G
G
EEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
I
FW
TF
TF
X
X
X
X
X
SS SS SS SS SS SS SS SS SS
8"
W
S
EL
E
C
FE
S
M
VA
U
L
T
EL
E
C
CA
B
L
E
CA
B
L
E
EL
E
C
CT
V
CT
V
OHU OHU OHU OHU
X
X
X
X
CTV CTVCTVCTV
CT
V
CTV
CT
V
CT
V
CT
V
OH
U
OH
U
CT
V
CT
V
CT
V
CTV
CT
V
CT
V
CTV
CT
V
CT
V
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS
H2
O
D HY
D
S
FE
S
FE
S
W
W
W
W
W
W
W
WX
X
X
X
X
X
X
W
W
W
W
W
W
W
W
X
X
W
W
W
W
W
S
SSSSSSSSSSSSSSS
D
EL
E
C
X
XXXX
X X X X X
W
W
W
5.00 LF 8" PVC
N00°00'00"E
19.19 LF 8" PVC
N45°00'00"W
304.01 LF 8" PVC
N00°47'23"E
140.96 LF 8" PVC
N44°38'35"W
136.23 LF 8" PVC
N23°35'09"W
57.60 LF 8" PVC
S89°21'32"E
STA: 10+05.00
45° BEND w/ TB
N:137007.03
E:194563.62
STA: 10+24.19
45° BEND w/ TB
N:137020.60
E:194550.05
STA: 10+00.00
CONNECT TO EXISTING
8" WATERLINE
8"x8" TEE
1 - 8" GV (N)
N:137002.03
E:194563.62
STA: 13+33.24
22.5° BEND w/ TB
N:137329.49
E:194553.11
STA: 13+59.91
11.25° BEND w/ TB
N:137350.68
E:194536.91
STA: 15+00.87
8"x6" SWIVEL TEE w/TB
1 - 8" GV (W)
1 - 6" GV (N)
& FH ASSEMBLY
N:137450.97
E:194437.86
STA: 18+89.42
8"x6" TEE w/TB
1 - 6" GV (W)
& FH ASSEMBLY
N:137772.88
E:194237.70
STA: 20+60.77
8"x8" TEE w/TB
3 - 8" GV (N,S,E)
N:137943.57
E:194233.75
STA: 21+18.37
CONNECT TO EXISTING
8" WATERLINE
REMOVE 8" GV (W)
N:137942.92
E:194291.35
WATER CAP
N:137971.44
E:194234.06
27.88 LF 8" PVC
S00°38'28"W
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
1311 N. COLLEGE LLC
HIBON CT.
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
LOT 2
LOT 3
20' WATERLINE ROW
EASEMENT REC. NO.
85040113
20 UTILITY
EASEMENT PER
PLAT OF BREW SUB.
FIRST FILING
6 UTILITY
EASEMENT
BK 1658 PG 746
6 UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
EXISTING 10
UTILITY EASEMENT
BK 1658 PG 746
10 UTILITY
EASEMENT
BK 1572 PG 322
10 UTILITY
EASEMENT
BK 1429 PG 750
20.00 UTILITY EASEMENT
PER VALLEY STEEL &
WIRE SUBDIVISION PLAT
6 UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
ACCESS EASEMENT
REC. NO. 20140012394
9' UTILITY EASEMENT
MASON STREET
N MASON STREET
HI
B
D
O
N
C
O
U
R
T
LOT 1
STORM DRAIN A
SEE SHEET 9
STORM DRAIN B
SEE SHEET 9
HI
C
K
O
R
Y
S
T
R
E
E
T
SANITARY SEWER LINE A
SEE SHEET 7
OFFSITE STORM DRAIN C
SEE SHEET 10
STA: 18+79.42
3" WATER SERVICE
4" TAP
1 - 4" GV (W)
1 - 4"x3" REDUCER (W)
N:137763.15
E:194240.01
STA: 13+28.20
11.25° BEND w/ TB
N:137324.57
E:194554.24
20' UTILITY
EASEMENT BY
SEPARATE
DOCUMENT
ACCESS EASEMENT
BY SEPARATE DOCUMENT
30' UTILITY
EASEMENT BY
SEPARATE
DOCUMENT
3" METER BOX
(METER TO BE INSTALLED
AT TIME OF LOT 2 DEVELOPMENT)
N:137755.00
E:194205.62
1" METER PIT
AND CURB STOP
N:137530.13
E:194296.56
TRACT A
71' FUTURE ROW
STA: 16+56.49
1" TAP
N:137561.69
E:194328.52
STA: 16+86.15
11.25° BEND w/ TB
N:137582.80
E:194307.67
STA: 18+22.38
11.25° BEND w/ TB
N:137707.65
E:194253.16
STA: 19+13.67
11.25° BEND w/ TB
N:137796.48
E:194232.11
155.62 LF 8" PVC
N44°38'35"W
29.66 LF 8" PVC
N44°38'35"W
26.67 LF 8" PVC
N37°23'35"W
5.05 LF 8" PVC
N12°53'35"W
57.04 LF 8" PVC
N13°20'09"W
10.00 LF 8" PVC
N13°20'09"W
24.25 LF 8" PVC
N13°20'09"W
147.10 LF 8" PVC
N00°38'28"E
4955
4960
4965
4970
4975
4980
4985
4990
4995
4955
4960
4965
4970
4975
4980
4985
4990
4995
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50
49
7
0
.
7
0
49
7
0
.
8
6
49
7
1
.
0
3
49
7
1
.
1
9
49
7
1
.
3
5
49
7
1
.
5
2
49
7
1
.
6
8
49
7
1
.
8
5
49
7
2
.
0
1
49
7
2
.
1
7
49
7
2
.
3
4
49
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4
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49
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4
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9
8
49
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4
.
4
5
EXISTING GROUND
@ PIPE CENTERLINE
5' MIN
COVER
TOP OF
PIPE
PROPOSED
GROUND
PROPOSED GROUND
@ PIPE CENTERLINE
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC 8" PVC
8" PVC
8" PVC
8" PVC
ST
A
.
1
0
+
0
0
.
0
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N
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8
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)
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7
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6
ST
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6
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6
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9
1"
T
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5
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T.
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=
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5
.
6
2
80.0' DEF.
ST
A
.
1
8
+
3
8
.
5
7
T.
O
.
P
.
=
4
9
7
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5
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A
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9
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8
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7
T.
O
.
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=
4
9
7
6
.
6
5
(@ 0.4°)
15" RCP
STA.=15+33.79
INV.=4974.36
15" HDPE
STA.=16+45.13
INV.=4975.31
18" (MIN.)
12" PVC SANITARY
STA.=20+70.77
INV.=4972.32
12"
18" (MIN.)
18" (MIN.)
STA.=13+44.41
APPROX. T.O.P.= 4972.98
EXISTING 36" WATERLINE
WT1
PL
A
N
&
P
R
O
F
I
L
E
WA
T
E
R
L
I
N
E
A
8
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
WATER LINE A
Sheet
Th
e
s
e
d
r
a
w
i
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I
n
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.
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T
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I
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E
V
I
E
W
S
E
T
of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND
WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION, EXCEPT FOR THE
STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER THE CITY OF
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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM 4.5 FOOT TO A MAXIMUM 5.5 FOOT COVER
FROM FINISHED GRADE TO TOP OF PIPE.
5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
4965
4970
4975
4980
4985
4990
4995
5000
4965
4970
4975
4980
4985
4990
4995
5000
9+5010+0011+0012+00
FE
S
A
1
(
P
U
B
L
I
C
)
ST
A
1
0
+
0
0
.
0
0
IN
V
.
I
N
4
9
7
4
.
2
7
(
S
W
)
127.22 LF 15" RCP @ 0.20%
OU
T
L
E
T
A
2
(
P
U
B
L
I
C
)
ST
A
1
1
+
2
7
.
2
2
IN
V
.
O
U
T
4
9
7
4
.
5
2
(
N
E
)
PROPOSED
GROUND
EXISTING
GROUND
12" PVC SANITARY
STA.=10+36.24
INV.=4971.40
8" PVC WATER
STA.=10+47.20
TOP=4972.70
18" MIN.
100-YR HGL
PUBLICLY OWNED AND MAINTAINED
FE S
F E
S
X
X
X
X
8
"
W
8
"
W
8" W
8
"
W
8
"
W
8
"
W
8
"
W
8
"
W
8
"
W
8
"
W
8
"
W
1
2
"
S
S
1
2
"
S
S
S
E E E E E E E E
1
2
"
S
S
1
2
"
S
S
12" SS
12" SS
12" SS
1
2
"
S
S
12" SS
1
2
"
S
S
1
2
"
S
S
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
I
TF
FES A1 (PUBLIC)
STA 10+00.00
N: 137493.76
E: 194457.78
127.2
2
L
F
1
5
"
R
C
P
@
0
.
2
0
%
OUTLET A2 (PUBLIC)
STA 11+27.22
N: 137441.57
E: 194341.76
71' ROW
HICKORY REGIONAL
DETENTION POND
LOT 2
42' FL-FL
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, COSTORM DRAIN B
SEE SHEET RIGHT
OFFSITE STORM DRAIN C
SEE SHEET ST2
LOT 1
TRACT A
WATERLINE A
SEE SHEET 8
SANITARY SEWER A
SEE SHEET 7
4965
4970
4975
4980
4985
4990
4995
5000
4965
4970
4975
4980
4985
4990
4995
5000
9+50 10+00 11+00 12+00
EXISTING
GROUND
127.30 LF 15" HDPE @ 0.50%
IN
L
E
T
B
2
(
P
U
B
L
I
C
)
ST
A
1
1
+
2
7
.
3
0
FL
.
E
L
4
9
8
0
.
2
±
IN
V
.
O
U
T
4
9
7
5
.
4
8
(
S
)
FE
S
B
1
(
P
U
B
L
I
C
)
ST
A
1
0
+
0
0
.
0
0
IN
V
.
I
N
4
9
7
4
.
8
4
(
N
)
PROPOSED
GROUND
8" PVC WATER
STA.=10+93.50
TOP=4973.71
12" PVC SANITARY
STA.=11+05.94
INV.=4971.62
18" MIN.
100-YR HGL
PUBLICLY OWNED AND MAINTAINED
F
E
S
F
E
S
X
X
8" W
8" W
8"
W
8"
W
8" W
8" W
8" W
8" W
8" W
12" SS
12" S
S
S
E
E
E
E
E
E
E
E
E
E
12"
S
S
12
"
S
S
12"
S
S
12"
S
S
12"
S
S
12"
S
S
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
I
TF
INLET B2 (PUBLIC)
STA 11+27.30
N: 137586.98
E: 194341.95
FES B1 (PUBLIC)
STA 10+00.00
N: 137461.35
E: 194321.41
127.30 LF
1
5
"
R
C
P
@
0
.
5
0
%
71' ROW
42' FL-FL
STORM DRAIN A
SEE SHEET LEFT
LOT 2
HICKORY REGIONAL
DETENTION POND
WATERLINE A
SEE SHEET 8
SANITARY SEWER A
SEE SHEET 7
LOT 1
TRACT A
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
ST1
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
A
&
B
9
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
PROFILE SCALE:
STORM DRAIN A
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
5.PIPE MATERIAL, BEDDING AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL
BE GOVERNED BY THE CITY OF FORT COLLINS. ALL RCP SHALL BE CLASS III OR
GREATER. ALTERNATIVES (SUCH AS ADS HP STORM) SHALL BE APPROVED IN
ADVANCED BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM
F477/D3212 FOR PLASTIC PIPE).
6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
7.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING MANHOLES OR
INLETS PRIOR TO CONSTRUCTION. CITY OF FORT COLLINS AND ENGINEER SHALL BE
NOTIFIED OF ANY DISCREPANCIES WITH APPROVED DESIG.
8.SEE DETAIL SHEET 25 FOR SCOUR STOP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE
Inlet/Basin ID Inlet Size Grate Type
Inlet B2 CDOT 5' Type R Per Detail
Sheet
Th
e
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of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
PROFILE SCALE:
STORM DRAIN B
NORTH
KEYMAP
4960
4965
4970
4975
4980
4985
4990
4995
4960
4965
4970
4975
4980
4985
4990
4995
9+5010+0011+0012+0013+0014+0015+00
EX
.
I
N
L
E
T
A
1
(
P
U
B
L
I
C
)
ST
A
1
0
+
0
0
.
0
0
FL
.
E
L
4
9
7
7
.
6
±
IN
V
.
I
N
4
9
7
2
.
9
5
(
W
)
IN
V
.
O
U
T
4
9
7
2
.
9
5
(
E
)
127.22 LF 36" RCP @ 0.16% (PUBLIC)
IN
L
E
T
A
2
(
P
U
B
L
I
C
)
ST
A
1
1
+
2
7
.
2
2
FL
.
E
L
4
9
7
7
.
5
±
IN
V
.
I
N
4
9
7
3
.
1
5
(
N
W
)
IN
V
.
O
U
T
4
9
7
3
.
1
5
(
E
)
256.47 LF 21" RCP @ 0.16% (PUBLIC)
FE
S
A
3
(
P
U
B
L
I
C
)
ST
A
1
3
+
8
3
.
6
8
IN
V
.
4
9
7
3
.
5
6
(
S
E
)
EXISTING GROUND
@ PIPE CENTERLINE
EXISTING 12" PVC SANITARY
STA.=11+81.36
INV.=4970.88
12" PVC SANITARY
STA.=11+99.63
INV.=4970.95
12" SEPARATION
36" WATERLINE LOWERING
PER CITY OF FORT COLLINS
NORTHEAST LOOP WATERLINE
CONSTRUCTION PLANS
STA.=11+63.55
APPROX. EL. = 4969.381
(CONTRACTOR TO VERIFY ELEVATION
AND LOCATION PRIOR TO CONSTRUCTION)
3.6' SEPARATION
EX
.
S
T
M
H
A
0
(
P
U
B
L
I
C
)
ST
A
9
+
6
5
.
2
5
RI
M
4
9
7
8
.
0
±
IN
V
.
I
N
4
9
7
2
.
6
9
(
N
)
IN
V
.
I
N
4
9
7
2
.
6
9
(
W
)
IN
V
.
O
U
T
4
9
7
2
.
6
1
(
S
)
EXISTING 34.75 LF 18" RCP @ 0.75% (PUBLIC)
EXISTING INLET TO BE
RECONSTRUCTED WITH
SAME GRATE AND BOX
DIMENSIONS.
PUBLICLY OWNED AND MAINTAINED
X
SS
SS
SS
H2O
F E
S
F S
W W W W
XXXX
W W W W
X
X
X
SSS
SS
SS
SS
SS
SS
SS
SS
X
X
X
X
X
X
W W W W W W W W W
S
8" W
8" W
8
"
W
8" W
8
"
W
8" W
8"
W
8"
W
E E E
12" SS
12" SS
1
2
"
S
S
1
2
"
S
S
1
2
"
S
S
1
2
"
S
S
12" SS 12" SS 12" SS
G
G
E
E
E
E
TF
FES A3 (PUBLIC)
STA 13+83.68
N: 137479.26
E: 194487.02
2
5
6
.
4
7
L
F
2
1
"
R
C
P
@
0
.
1
6
%
INLET A2 (PUBLIC)
STA 11+27.22
N: 137314.89
E: 194683.89
127.22 LF 36" RCP @ 0.16%
EX. INLET A1 (PUBLIC)
STA 10+00.00
N: 137320.52
E: 194810.98
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
N
M
A
S
O
N
S
T
R
E
E
T
PROPOSED
SANITARY SEWER
MANHOLE
20' UTILITY
EASEMENT
BK 1429 PG 750
10' UTILITY
EASEMENT
BK 1429 PG 750
24' ACCESS EASEMENT
REC. NO. 20140036292
20' IRRIGATION DITCH EASEMENT
BK 1429 PG 750
EXISTING 36" WATER
LINE
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
N
C
O
L
L
E
G
E
A
V
E
N
U
E
EDGE OF CONCRETE
SIDEWALK
EXISTING 12"
SANITARY SEWER
EXISTING
SANITARY SEWER
MANHOLE
EXISTING 36"
STORM DRAIN
STA.=11+99.63
12" SANITARY SEWER
CROSSING
STA.=11+81.36
EXISTING 12" SANITARY
SEWER CROSSING
STA.=11+63.55
EXISTING 36" WATERLINE
LOWERING
EX. STMH A0 (PUBLIC)
STA 9+65.25
N: 137319.90
E: 194845.73
EXISTING 34.75 LF 18" RCP @ 0.75%
29' NON-EXCLUSIVE
ROADWAY/ACCESS EASEMENT
BK 2125 PG 1500
10' ROW PSC EASEMENT
BK 1430 PG 930
20' DRAINAGE
EASEMENT
BY SEPARATE
DOCUMENT
20' DRAINAGE
EASEMENT BY
SEPARATE DOCUMENT
SANITARY SEWER LINE A
SEE SHEET 7
EXISTING INLET TO BE
RECONSTRUCTED WITH
SAME GRATE AND BOX
DIMENSIONS.
20' UTILITY EASEMENT
BY SEPARATE
DOCUMENT
30' UTILITY EASEMENT
BY SEPARATE
DOCUMENT
ST2
PL
A
N
&
P
R
O
F
I
L
E
OF
F
S
I
T
E
S
T
O
R
M
D
R
A
I
N
C
10
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
PROFILE SCALE:
OFFSITE STORM DRAIN C
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
5.PIPE MATERIAL, BEDDING AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL
BE GOVERNED BY THE CITY OF FORT COLLINS. ALL RCP SHALL BE CLASS III OR
GREATER. ALTERNATIVES (SUCH AS ADS HP STORM) SHALL BE APPROVED IN
ADVANCED BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING
APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM
F477/D3212 FOR PLASTIC PIPE).
6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
7.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING MANHOLES OR
INLETS PRIOR TO CONSTRUCTION. CITY OF FORT COLLINS AND ENGINEER SHALL BE
NOTIFIED OF ANY DISCREPANCIES WITH APPROVED DESIG.
8.SEE DETAIL SHEET 25 FOR SCOUR STOP SCHEDULE.
PROPOSED RIGHT OF WAY
INLET SCHEDULE
Inlet/Basin ID Inlet Size Grate Type
Inlet B2 CDOT 5' Type R Per Detail
Sheet
Th
e
s
e
d
r
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w
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g
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in
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W
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E
T
of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
CONTRACTOR TO VERIFY
ELEVATIONS PRIOR TO
CONSTRUCTION.
NOTE: CITY OF FORT COLLINS IS RESPONSIBLE
FOR DRAINAGE ANALYSIS AND CONSTRUCTION
COST OF 'OFFSITE STORM DRAIN C'
EL
E
C
CT
V
OH
U
G
G
G
G
SS
SS
DHYD
S
X
W
W
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
10' UTILITY
EASEMENT BK 1658
PG 746
6' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EAS
E
M
E
N
T
MATCH EXISTING
RIBBON CURB
MATCH EXISTING
RIBBON CURB
HOAG COMMERCIAL RENTALS, LLC
1475 N. COLLEGE AVENUE
FORT COLLINS, CO
LO
Y
D
S
H
O
L
D
I
N
G
S
,
L
L
C
15
0
5
N
.
C
O
L
L
E
G
E
A
V
E
N
U
E
FO
R
T
C
O
L
L
I
N
S
,
C
O
LOT 2
LOT 3
CITY OF FORT COLLINS
N MASO
N
S
T
R
E
E
T
HI
B
D
O
N
C
O
U
R
T
71' ROW
42' FL-FL
10' UTILITY
EASEMENT
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
8'
OUTFALL CURB
& GUTTER
CONCRETE
BUMP-OUT
4970
4975
4980
4985
4990
4995
4970
4975
4980
4985
4990
4995
4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
-1.05%
2.40%
-0.50%
75.0' VC
HP ELEV = 4982.56
HP STA = 11+90.82
PVI STA = 11+76.22
PVI ELEV = 4982.84
BV
C
S
:
1
1
+
3
8
.
7
2
BV
C
E
:
4
9
8
1
.
9
4
EV
C
S
:
1
2
+
1
3
.
7
2
EV
C
E
:
4
9
8
2
.
4
4
A.D. = 3.45
K = 21.71
122.0' VC
LP ELEV = 4979.86
LP STA = 10+01.75
PVI STA = 10+41.71
PVI ELEV = 4979.61
BC
V
S
:
9
+
8
0
.
7
1
BV
C
E
:
4
9
7
9
.
9
1
EC
V
S
:
1
1
+
0
2
.
7
1
EV
C
E
:
4
9
8
1
.
0
7
A.D. = 2.90
K = 42.07
PROPOSED GRADE
@ ROAD CENTERLINE
PROPOSED
GRADE
EXISTING
GROUND
EXISTING GROUND @
ROAD CENTERLINE
49
7
9
.
8
6
49
8
1
.
0
1
49
8
2
.
5
4
49
7
9
.
9
2
49
8
0
.
1
4
49
8
0
.
5
0
49
8
1
.
6
1
49
8
2
.
1
8
49
8
2
.
5
0
49
8
2
.
3
2
49
8
2
.
0
6
49
8
1
.
7
9
-0.50%
PV
I
S
T
A
=
4
+
8
0
.
0
1
PV
I
E
L
E
V
=
4
9
8
2
.
4
2
PV
I
S
T
A
=
9
+
8
0
.
0
2
PV
I
E
L
E
V
=
4
9
7
9
.
9
2
FUTURE GROUND @ ROAD
CENTERLINE
4970
4975
4980
4985
4990
4995
4970
4975
4980
4985
4990
4995
4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
49
7
9
.
5
7
49
7
9
.
9
4
49
8
0
.
4
3
49
8
1
.
0
4
49
8
1
.
6
2
49
8
1
.
9
2
49
8
1
.
9
2
49
8
1
.
6
7
49
8
1
.
3
9
49
8
1
.
1
2
EXISTING GROUND @
LEFT FLOWLINE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED GRADE
@ LEFT FLOWLINE
2.50%
-1.10%
2.00%
1.21%1.50%
PV
I
S
T
A
=
1
0
+
3
6
.
0
4
PV
I
E
L
E
V
=
4
9
7
9
.
4
1
PV
I
S
T
A
=
1
0
+
5
2
.
3
3
PV
I
E
L
E
V
=
4
9
7
9
.
6
0
PV
I
S
T
A
=
1
0
+
7
7
.
3
3
PV
I
E
L
E
V
=
4
9
7
9
.
9
8
PV
I
S
T
A
=
1
1
+
0
2
.
3
3
PV
I
E
L
E
V
=
4
9
8
0
.
4
8
75.0' VC
HP ELEV = 4981.95
HP STA = 11+87.41
PVI STA = 11+72.81
PVI ELEV = 4982.24
BV
C
S
:
1
1
+
3
5
.
3
1
BV
C
E
:
4
9
8
1
.
3
0
EV
C
S
:
1
2
+
1
0
.
3
1
EV
C
E
:
4
9
8
1
.
8
3
A.D. = 3.60
K = 20.82
4970
4975
4980
4985
4990
4995
4970
4975
4980
4985
4990
4995
4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
49
8
0
.
4
9
49
8
0
.
4
7
49
8
0
.
3
5
49
8
0
.
3
1
49
8
0
.
0
7
49
7
9
.
9
4
49
7
9
.
9
3
49
7
9
.
8
1
49
7
9
.
8
3
49
7
9
.
9
1
49
8
0
.
0
1
49
7
9
.
6
6
49
7
9
.
9
1
49
7
9
.
7
5
49
7
9
.
2
4
49
7
8
.
7
9
EXISTING GROUND @
RIGHT FLOWLINE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED GRADE
@ RIGHT FLOWLINE
2.00%
2.31%
-1.01%
1.00%1.54%
PV
I
S
T
A
=
1
0
+
3
0
.
0
0
PV
I
E
L
E
V
=
4
9
7
9
.
3
6
PV
I
S
T
A
=
1
0
+
5
3
.
0
9
PV
I
E
L
E
V
=
4
9
7
9
.
5
9
PV
I
S
T
A
=
1
0
+
7
8
.
0
9
PV
I
E
L
E
V
=
4
9
7
9
.
9
8
PV
I
S
T
A
=
1
1
+
0
3
.
0
9
PV
I
E
L
E
V
=
4
9
8
0
.
4
8
78.0' VC
HP ELEV = 4981.97
HP STA = 11+94.82
PVI STA = 11+79.63
PVI ELEV = 4982.24
BV
C
S
:
1
1
+
4
0
.
6
3
BV
C
E
:
4
9
8
1
.
3
4
EV
C
S
:
1
2
+
1
8
.
6
3
EV
C
E
:
4
9
8
1
.
8
5
A.D. = 3.32
K = 23.51
R1
PL
A
N
&
P
R
O
F
I
L
E
N
M
A
S
O
N
S
T
R
E
E
T
11
NORTH
CENTERLINE
N MASON STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
Sheet
Th
e
s
e
d
r
a
w
i
n
g
s
a
r
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in
s
t
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pr
o
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i
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e
d
b
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N
o
r
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r
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En
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En
g
i
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e
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i
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e
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I
n
c
.
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O
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F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.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
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
L
I
N
E
M
A
T
C
H
S
T
A
1
3
+
0
0
S
E
E
S
H
T
R
2
KEYMAP
LEFT FLOWLINE
N MASON STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
N MASON STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
14
+
5
0
R2
CT
V
CT
V
OH
U
OH
U
H2
O
F
E S
F
E S
W
W
W
W
X
X
X
X
W
W
W
W
X
X
X
ELE
C
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
LOD L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
X
X
X
X
X
X
8"
W
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
6' SIDE
W
A
L
K
9' UTI
L
I
T
Y
E
A
S
E
M
E
N
T
NON-EXCLUSIVE ACCESS EASEMENT
REC. NO. 20140030921
24' EXISTING
EOC-EOC
24' ACCESS EASEMENT
REC. NO. 20140036292
20' WATERLINE AND
ROW EASEMENT
REC. NO. 85040113
FUTURE
71' ROW
30' EASEMENT FOR ROAD PURPOSES
BK 1143 PG 187
(EXCEPTION PARCEL PIB FCIF25205400)
LOT LINE
LOT 1
ACCESS EASEMENT
REC. NO.2014001239
71' ROW
42' FL-FL
FUTURE
42' FL-FL
STANDARD DRIVEWAY
APPROACH
(LCUASS DTL 707.1)
22' EOA-EOA
1' CONCRETE
RIBBON CURB
STORM DRAIN A
SEE SHEET 9
STORM DRAIN B
SEE SHEET 9
OFFSITE STORM DRAIN C
SEE SHEET 10
ACCESS EASEMENT
BY SEPARATE
DOCUMENT
4970
4975
4980
4985
4990
4995
4970
4975
4980
4985
4990
4995
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
3.7-FT
49
8
0
.
7
8
49
8
1
.
0
4
49
7
8
.
9
6
49
8
1
.
2
7
49
8
1
.
0
0
49
8
0
.
8
1
49
8
0
.
9
2
49
8
1
.
2
0
49
8
1
.
2
8
49
8
0
.
4
9
49
7
9
.
8
2
49
7
9
.
3
0
1.20%
-2.80%
-0.65%
-1.05%
78.0' VC
HP ELEV = 4981.29
HP STA = 14+68.95
PVI STA = 14+84.58
PVI ELEV = 4981.62
BV
C
S
:
1
4
+
4
5
.
5
8
BV
C
E
:
4
9
8
1
.
1
5
EV
C
S
:
1
5
+
2
3
.
5
8
EV
C
E
:
4
9
8
0
.
5
3
A.D. = 4.00
K = 19.52
85.0' VC
LP ELEV = 4980.77
LP STA = 13+91.53
PVI STA = 13+94.22
PVI ELEV = 4980.54
BC
V
S
:
1
3
+
5
1
.
7
2
BV
C
E
:
4
9
8
0
.
9
8
EC
V
S
:
1
4
+
3
6
.
7
2
EV
C
E
:
4
9
8
1
.
0
4
A.D. = 2.25
K = 37.75
80.0' VC
PVI STA = 15+74.84
PVI ELEV = 4979.09
BC
V
S
:
1
5
+
3
4
.
8
4
BV
C
E
:
4
9
8
0
.
2
1
EC
V
S
:
1
6
+
1
4
.
8
4
EV
C
E
:
4
9
7
8
.
8
3
A.D. = 2.15
K = 37.24
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED GRADE
@ ROAD CENTERLINE
-0.65%
-3.00
%
PV
I
S
T
A
=
1
6
+
1
7
.
4
6
PV
I
E
L
E
V
=
4
9
7
8
.
8
1
PV
I
S
T
A
=
2
0
+
1
2
.
6
3
PV
I
E
L
E
V
=
4
9
7
4
.
8
4
PV
I
S
T
A
=
2
0
+
1
0
.
6
3
PV
I
E
L
E
V
=
4
9
7
4
.
7
1
PV
I
S
T
A
=
2
0
+
1
9
.
6
1
PV
I
E
L
E
V
=
4
9
7
5
.
2
5
PV
I
S
T
A
=
2
0
+
4
0
.
2
8
PV
I
E
L
E
V
=
4
9
7
5
.
9
0
75.0' VC
PVI STA = 19+44.55
PVI ELEV = 4976.69
BV
C
S
:
1
9
+
0
7
.
0
5
BV
C
E
:
4
9
7
6
.
9
3
EV
C
S
:
1
9
+
8
2
.
0
5
EV
C
E
:
4
9
7
5
.
5
6
A.D. = 2.35
K = 31.89
FUTURE GROUND @ ROAD
CENTERLINE
15" RCP STORM
STA.=15+26.32
INV.=4974.37
15" HDPE STORM
STA.=14+14.19
INV.=4975.33
3.3-FT
EXISTING GROUND @
ROAD CENTERLINE
4970
4975
4980
4985
4990
4995
4970
4975
4980
4985
4990
4995
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
49
7
5
.
2
0
49
7
5
.
5
9
49
7
5
.
9
0
49
7
6
.
1
1
49
7
6
.
3
4
49
7
6
.
3
9
49
7
6
.
5
8
49
7
6
.
6
4
49
7
6
.
6
6
49
7
6
.
8
7
49
7
7
.
0
5
49
7
7
.
3
2
49
7
8
.
1
1
49
7
8
.
8
8
49
7
7
.
9
5
49
7
7
.
6
7
49
7
8
.
0
6
49
7
8
.
0
0
49
7
7
.
5
9
49
7
7
.
7
1
49
7
7
.
3
7
49
7
7
.
1
4
49
7
7
.
0
0
49
7
6
.
9
8
49
7
6
.
9
7
49
7
6
.
7
8
49
7
6
.
6
5
49
7
5
.
8
4
49
7
5
.
0
1
EXISTING GROUND @
RIGHT FLOWLINE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED GRADE
@ RIGHT FLOWLINE
15" RCP STORM
STA.=15+35.10
INV.=4974.42
15" HDPE STORM
STA.=14+48.23
INV.=4975.18
-2.80%
-0.70%
-1.01%1.15%0.61%-0.54%
PV
I
S
T
A
=
1
6
+
3
2
.
6
4
PV
I
E
L
E
V
=
4
9
7
8
.
2
2
PV
I
S
T
A
=
1
3
+
6
2
.
3
5
PV
I
E
L
E
V
=
4
9
8
0
.
3
9
PV
I
S
T
A
=
1
4
+
5
0
.
8
5
PV
I
E
L
E
V
=
4
9
8
0
.
4
5
PV
I
S
T
A
=
1
4
+
0
1
.
3
0
PV
I
E
L
E
V
=
4
9
8
0
.
1
8
PV
I
S
T
A
=
1
4
+
0
6
.
3
0
PV
I
E
L
E
V
=
4
9
8
0
.
1
8
78.0' VC
HP ELEV = 4980.71
HP STA = 14+84.75
PVI STA = 15+01.04
PVI ELEV = 4981.03
BV
C
S
:
1
4
+
6
2
.
0
4
BV
C
E
:
4
9
8
0
.
5
8
EV
C
S
:
1
5
+
4
0
.
0
4
EV
C
E
:
4
9
7
9
.
9
4
A.D. = 3.95
K = 19.76
78.0' VC
PVI STA = 15+90.83
PVI ELEV = 4978.52
BC
V
S
:
1
5
+
5
1
.
8
3
BV
C
E
:
4
9
7
9
.
6
1
EC
V
S
:
1
6
+
2
9
.
8
3
EV
C
E
:
4
9
7
8
.
2
4
A.D. = 2.09
K = 37.24
4970
4975
4980
4985
4990
4995
4970
4975
4980
4985
4990
4995
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
49
8
0
.
3
0
49
8
0
.
1
2
49
7
8
.
2
4
49
8
0
.
5
7
49
8
0
.
3
4
49
8
0
.
1
9
49
8
0
.
4
8
49
8
0
.
6
8
49
8
0
.
5
6
49
7
9
.
4
3
49
7
8
.
8
6
49
7
8
.
4
6
EXISTING GROUND @
LEFT FLOWLINE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED GRADE
@ LEFT FLOWLINE
15" RCP STORM
STA.=15+17.54
INV.=4974.33
INLET B2 (PUBLIC)
INV. OUT=4975.48 (S)
FG=4980.18
-1.10%1.25%
-2.80%
-0.60%
0.66%-0.59%
PV
I
S
T
A
=
1
3
+
4
1
.
0
8
PV
I
E
L
E
V
=
4
9
8
0
.
3
9
PV
I
S
T
A
=
1
6
+
0
2
.
3
5
PV
I
E
L
E
V
=
4
9
7
8
.
2
2
PV
I
S
T
A
=
1
4
+
2
2
.
5
8
PV
I
E
L
E
V
=
4
9
8
0
.
4
5
PV
I
S
T
A
=
1
3
+
7
6
.
7
5
PV
I
E
L
E
V
=
4
9
8
0
.
1
8
PV
I
S
T
A
=
1
3
+
8
1
.
7
5
PV
I
E
L
E
V
=
4
9
8
0
.
1
8
77.0' VC
HP ELEV = 4980.69
HP STA = 14+53.39
PVI STA = 14+68.14
PVI ELEV = 4981.02
BV
C
S
:
1
4
+
2
9
.
6
4
BV
C
E
:
4
9
8
0
.
5
4
EV
C
S
:
1
5
+
0
6
.
6
4
EV
C
E
:
4
9
7
9
.
9
4
A.D. = 4.05
K = 19.03
80.0' VC
PVI STA = 15+58.74
PVI ELEV = 4978.48
BC
V
S
:
1
5
+
1
8
.
7
4
BV
C
E
:
4
9
7
9
.
6
0
EC
V
S
:
1
5
+
9
8
.
7
4
EV
C
E
:
4
9
7
8
.
2
4
A.D. = 2.19
K = 36.45
X
X
X
X
X
X
X
W
W
LOD
LOD
LOD
LOD22' EOA-EOA
1' CONCRETE
RIBBON CURB
24' ACCESS EASEMENT
REC. NO. 20140036292
ACCESS EASEMENT
BY SEPARATE
DOCUMENT
R2
PL
A
N
&
P
R
O
F
I
L
E
N
M
A
S
O
N
S
T
R
E
E
T
12
NORTH
CENTERLINE
N MASON STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
Sheet
Th
e
s
e
d
r
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of 26
MA
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E
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.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
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
LI
N
E
MA
T
C
H
ST
A
13
+
0
0
SE
E
S
H
T
R1
KEYMAP
RIGHT FLOWLINE
N MASON STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
N MASON STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
ST
A
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13
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R1
6' S
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9' U
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A
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M
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11' TRAVEL LANE
7' BIKE LANE
11' TRAVEL LANE
7' BIKE LANE
LOT 3
STA.=10+30.00
OFFSET=0'
(BEGIN)7
STA.=15+81.71
OFFSET=9'
(END)7
STA.=15+57.25
OFFSET=19'
(END)1
℄ STA.=15+81.71
OFFSET=2'
(END)1
℄ STA.=13+17.42
OFFSET=0'
(END)7
℄ STA.=13+76.69
OFFSET=0'
(BEGIN)7
M
CA
B
L
E
℄ STA.=10+30.00
OFFSET=11'
(BEGIN)6
STA.=14+31.70
OFFSET=11'
(BEGIN)1
(END)13
℄ STA.=10+30.00
OFFSET=11'
(BEGIN)13
℄ STA.=13+17.42
OFFSET=11'
(END)13
STA.=14+31.71
OFFSET=11'
(BEGIN)1
(END)13
℄ STA.=13+76.69
OFFSET=11'
(BEGIN)13
9' UTILITY EA
S
E
M
E
N
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11'
T
R
A
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L
L
A
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11'
T
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L
L
A
N
E
6' SIDEWAL
K
9' UTILITY E
A
S
E
M
E
N
T
1
71' ROW
71' ROW
42'' FL-FL
42'' FL-FL
2
L
L
L
L
N MA
S
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HI
B
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LOT 2
LOT 1
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
TRACT A
4
4
3
3
3
3
5
5
STA.=10+80.00
OFFSET=11'
(BEGIN)13
(END)6
150' REDIRECT TAPER @ 15:1
SG1
SI
G
N
A
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E
&
S
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P
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N
M
A
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I
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13
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 120
/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
SIGNAGE NOTES:
PROPOSED LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'3'3'3'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER THE CITY OF 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 ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION
WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND
STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION
(EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND:STRIPING NOTES:
3'3'3'3'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
STRIPING LEGEND:
6" SOLID WHITE LINE WITH 45 DEGREE13
HASHED (BIKE AND BUFFER)
SIGNAGE LEGEND:
ENDS
R3-17A
12"
30"
18"
0M4-2
18"
1 OM4-2 REFLECTOR
15 MINUTE PARKING4
R3-17
24"
24"
BIKE LANE
BIKE LANE ENDS2
FIRE LANE - NO PARKING3
ADVISORY SPEED SIGN
25
R2-1
M.P.H.
5
D3 STREET NAME SIGN IN BOTH DIRECTIONS
& R1-1 STOP SIGN (30"x30")
STREET
STOP
R1-1
D3
6
30"
24"
KEYMAP
Sheet
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6'
S
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W
A
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K
9' U
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Y
E
A
S
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M
E
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T
11' TRAVEL LANE
7' BIKE LANE
11' TRAVEL LANE
7' BIKE LANE
LOT 3
STA.=10+30.00
OFFSET=0'
(BEGIN)7
℄ STA.=13+17.42
OFFSET=0'
(END)7
℄ STA.=13+76.69
OFFSET=0'
(BEGIN)7
D
F
E
S
F
E
S
℄ STA.=10+30.00
OFFSET=11'
(BEGIN)6
STA.=10+80.00
OFFSET=11'
(BEGIN)13
(END)6
℄ STA.=10+30.00
OFFSET=11'
(BEGIN)13
℄ STA.=13+17.42
OFFSET=11'
(END)13
℄ STA.=13+76.69
OFFSET=11'
(BEGIN)13
9' UTILITY EA
S
E
M
E
N
T
ULT
I
M
A
T
E
1
1
'
T
R
A
V
E
L
L
A
N
E
6' SIDEWAL
K
9' UTILITY E
A
S
E
M
E
N
T
71' ROW
71' ROW
42'' FL-FL
42' FL-FL
L
L
L
L
ULTIMATE 6' SIDEW
A
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ULT
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6
'
S
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ULT
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7
'
B
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E
L
A
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LOT 2
LOT 1
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
N MA
S
O
N
S
T
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T
HI
B
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ULT
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1
1
'
T
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A
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L
L
A
N
E
ULT
I
M
A
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E
7
'
B
I
K
E
L
A
N
E
TRACT A
5
4
4
3
3
3
3
5
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
H2
O
S
EL
E
C
STA.=19+85.67
OFFSET=11'
(END)13
STA.=19+85.54
OFFSET=11'
(END)13
STA.=19+85.72
OFFSET=0'
(END)7
ULT
I
M
A
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E
6
'
S
I
D
E
W
A
L
K
ULTIMATE 11' TRAVEL LANE
ULTIMATE 7' BIKE LANE
ULTIMATE 6' SIDEWALK
ULTIMATE 11' TRAVEL LANE
ULTIMATE 7' BIKE LANE
ULTIMATE 6' SIDEWALK
HI
C
K
O
R
Y
S
T
R
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T
6
5
SG2
SI
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A
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E
&
S
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P
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14
( IN FEET )
1 inch = ft.
Feet03030
30
60 120
/ / / / / / / /PROPOSED EDGE OF ASPHALT
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
SIGNAGE NOTES:
PROPOSED LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'3'3'3'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER THE CITY OF 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 ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF FORT
COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION
WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND
STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION
(EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.
STRIPING LEGEND:STRIPING NOTES:
3'3'3'3'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
STRIPING LEGEND:
6" SOLID WHITE LINE WITH 45 DEGREE13
HASHED (BIKE AND BUFFER)
SIGNAGE LEGEND:
ENDS
R3-17A
12"
30"
18"
0M4-2
18"
1 OM4-2 REFLECTOR
15 MINUTE PARKING4
R3-17
24"
24"
BIKE LANE
BIKE LANE ENDS2
FIRE LANE - NO PARKING3
ADVISORY SPEED SIGN
25
R2-1
M.P.H.
5
D3 STREET NAME SIGN IN BOTH DIRECTIONS
& R1-1 STOP SIGN (30"x30")
STREET
STOP
R1-1
D3
6
30"
24"
KEYMAP
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NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
MATCHLINE - SEE BOTTOM LEFT
MATCHLINE - SEE TOP RIGHT
D1
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COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
BEDDING REQUIRMENTS
WW-1
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2
I
N
.
M
I
N
.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
60 IN.18 IN. TO 30 IN.
72 IN.OVER 30 INCHES
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5
F
T
.
M
I
N
.
D
E
P
T
H
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30
I
N
.
M
I
N
.
48
I
N
.
M
A
X
.
VA
R
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B
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E
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
STANDARD MANHOLE
WW-3
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN.o
45 MAX.o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
SERVICE WYE DETAIL
WW-9
D2
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FL
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METER
GENERAL NOTES:
1.DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, DRAINAGE DITCH OR DETENTION BASIN.
2.NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR NO TREES WITHIN 6 FEET OF METER BOX.
3.SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% GRADE FOR A MIN DISTANCE OF 4 FEET.
4.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
5.ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER BOX WALL ON OUTLET SIDE.
6.GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE.
7.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
8.REFER TO QUICK REFERENCE FOR INSTALLATION OF EXTERIOR SETTING FOR 3/4 " AND 1" WATER METERS (QUICK REFERENCE 15)
6 INCH LAYER OF PEA GRAVEL
(3/8") UNDER METER BOX
LOCK TYPE
INLET VALVE
PLASTIC INNER LID
CAST IRON RECESSED LID
WITH WORM LOCK
CURB STOP
TYPE "K"
COPPER
PIPING
COMPRESSION TYPE
CONNECTION
METER BOX
(NO ALTERATIONS)
CURB BOX
CAST IRON FROST
PROOF METER BOX
COVER
C.L. OF METER
CONNECTION
INSTALL LID 1/2" ABOVE
FINAL LANDSCAPED GRADE
10"
48"
64"
NO FITTINGS
FOR 2' MIN
15" RECOMMENDED
14" MIN. ALLOWED
18" MAX. ALLOWED
PIPE INLETS NEED TO BE EXPOSED
TO ALLOW GEOTHERMAL
HEATING OF BOX
4" X 6" SUPPORT BRICK
APPROVED:
DRAWN BY:DETAILS
CONSTRUCTION DATE REVISED:
DETAILWATER
STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS
4/20/2022
SAA
W-15
6 6 6 6 6 6 6 6 6 6 6
6
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6
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6
6
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6
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FF
PLAN
END VIEW
F
PLAN
F
SEE FIGURE 1 OF AASHTO
M 206 FOR ACTUAL SIZES
SECTION F-F END VIEW
3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS,
MILD STEE, ASTM A 307. ROD LUG SHALL BE COATED
WITH COAL - TAR EPOXY PAINT OR APPROVED EQUAL.
3/4 IN. "CANOPY" TYPE ROD LUG, OR
APPROVED, EQUAL
-+
60°Max. 30 Min.°
PIPE
DIAMETER F
18 IN. - 30 IN.
36 IN. - 42 IN.48 IN. - 60 IN.
72 IN. - 84 IN.
5 IN.
6 IN.7 IN.
9 IN.
CONCRETE JOINT
FASTENER
LOCATION OF 1''
DIA. HOLES
END SECTION FOR REINFORCED CONCRETE
CIRCULAR PIPE
END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
END SECTION FOR REINFORCED
CONCRETE ARCH PIPE
DIMENSIONS
A B C D E
PIPE
I.D.
IN.
12
15
18
24
30
36
42
48
54
60
72
5 1/2
7
11 1/2
12
17
18
24
28
27
36
34 1/2
23
26
26
4353
60
61
70
65
58
75
49
47
48
54
43
37
36
28
35
40
21
72
73
74
97
96
97
97
98
100
98
96
24
29
36
48
60
71
78
84
90
96
108
IN.IN.IN.IN.IN.
SECTION F-F
24
30
3642
48
54
60
30
38
4553
60
68
76
19
24
2934
38
43
48
8 1/2
9 1/2
11 1/815 3/4
21
25 1/2
30
39
54
6060
60
60
60
33
18
2436
36
36
36
72
72
8496
96
96
96
48
60
7278
84
90
96
(INCHES)EQUIVALENTCIRCULARDIAM. (IN.)
NOMINAL (IN.)DIMENSIONS
SPAN RISE A B C D E
24
30
36
48
54
DIAM. (IN.)
CIRCULAR
EQUIVALENT
42
60
72
96
96
96
96
96
(INCHES)
96
8 1/2
9 1/2
11 1/8
25 1/2
A
DIMENSIONS
15 3/4
RISESPAN
30
21
NOMINAL (IN.)
CB
60
60
60
60
50
60
39
36
36
36
36
46
35
33
78
90
96
84
D
60
72
48
E
29
36
43
50
58
65
72
86
18
22
27
31
36
40
44 31 12099396072
PLAN
SECTION X-X
GENERAL NOTES:
END VIEW
1.REVISED CDOH M-603-10
2.CONCRETE END SECTIONS ARE TO BE FURNISHED WITH
TOUGE OR GROOVE AS REQUIRED.
3.INSIDE CONFIGURATION AND JOINT OF CONCRETE END
SECTION AND PIPE SHALL MATCH.
4.CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS,
SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET
OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED
TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE
INCLUDED IN THE 15 L.F. REQUIRED.
E
BC
A
D
RISE
SPAN
SPAN
RISEA
D
E
ED
A
DIA.
BC
E
3''
F
2' - 5''
F
5''
5''
2' - 7''
3''
APPROVED:
DRAWN BY:DETAILS
CONSTRUCTION DATE REVISED:
DETAILSTORMWATER
CONCRETE END SECTIONS
1/5/16
EMK
SW-15
D5
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19
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of 26
MA
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U
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EXPANSION
MATERIAL
58" GALV.STEEL
PLATE
EDGE OF
STREET
12" R 12" R
2' OPENING 3'-3"3'-3"
6"
(
T
Y
P
.
)
BACK
OF
CURB
SLOPE PLATE TO
MATCH SIDEWALK
BACK OF CURB
EDGE OF STREET
58" GALV. STEEL PLATE
21 2 1
3"x2"x38" GALV. ANGLE
SEE DETAIL 1
#4@12"
O.C.
#4@12"
O.C.
#4@12"
O.C.
3"x2"x38"
GALV. ANGLE
58" GALV.
STEEL PLATE
#3 REBAR
ANCHOR
18 O.C.
38" BRASS SCREW
18 O.C. WITH
COUNTERSUNK HEAD
FLUSH WITH PLATE
6"
VARIES
2'
3'
SECTION B-B
DETAIL 1
SECTION A-A
PLAN
SECTION C-C
SLOPE
VARIES 0.5% SLOPE (MIN.)
3" (TYP.)
3' (TYP.)
SIDEWALK
(TYP.)
EXTEND WALK 6" ON
BOTH SIDES OF WALK
VA
R
I
E
S
VA
R
I
E
S
SL
O
P
E
CC
BB
A
A
2' DEPRESSED GUTTER
VA
R
I
E
S
8'-6"
EXPANSION
MATERIAL
38" BRASS SCREW 18" O.C.WITH COUNTERSINK
HEAD FLUSH WITH PLATE
2'
2" MIN.
VARIES VARIES
2'
6"
6"
CAD FILE NAME:
I:
\
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t
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D
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d
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4/
7
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1
1
DRAWN BY:T. COX
D46.dwg
8/15/05DATE DRAWN:
CC
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
6"
Wo
(T
Y
P
.
)
(M
A
X
.
)
PLAN
3"
CL
R
.
1
GENERAL NOTES
SECTION D-D
WQ
D
D
A A
OPP.
CLR.
ABBREVIATIONS
@
#
Wp
Wo
TYP.
DIA.
O.C.
MAX.
MIN.
LEGEND
WQINV.
ELEV.
6"
Ls
Ws
DETAIL
LAST DATE REVISED:4/7/11
3'-6"Ls1'
6"
Ws
6"
6"
VA
R
I
E
S
VA
R
I
E
S
6"
Ws
/
2
Ws
/
2
2'
-
6
"
Wo Wo
4"
1'
6"
D
6"
4974.56
4976.56
4975.56
4980.00
1
4
4
1
1-INCH
2
2
INLET SCHEDULE500
INLET SCHEDULE
Inlet/Basin ID Inlet Size Grate Type
Inlet B2 CDOT 5' Type R Per Detail
5 4
8"
D6
DE
T
A
I
L
S
SI
T
E
20
Sheet
Th
e
s
e
d
r
a
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s
a
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in
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pr
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b
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En
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of 26
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S
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U
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Cross section of post
SW SAMPLE AVE
2400
*12 Gauge
CRITERIA FOR SINGLE POST
Max. Sign
Panel
Telespar 22F12A O3PG
Anchor Post *
Telespar 20F12P-10PG
Post *
36"x36"2.25"x2.25"x3'-0"2"x2"x12'-0"
NOTES:
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
4. Anchor Stub and post are square steel tube (perforated).
5. All "No Parking" signs shall be installed at 45° from Flow Line.
6. R1-1 "STOP" sign 30" High Density/Diamond Grade.Sign mounted to post with 1each drive rivet with nylon
washer against sign face (on Top of the Sign). sign shall be mounted with 1 each 5/16"x2 1/2" Hew Bolt with
nylon washers against sign face (on Bottom of the Sign). Secured with 1 each 5/16" Hex Nut on the back
side of Post.
7. 4" Core Drill in Asphalt or Concrete or provide a 4" PVC sleeve cut flush to the surface for placement of
anchor post. Voids to be filled in with sand or other fine suitable material.
SW SAMPLE AVE
2400
ATTACHED SIDEWALK DETACHED SIDEWALK
8"
8"
30
"
7'
-
0
"
3' (min.)
BOC
(m
i
n
.
)
C
l
e
a
r
a
n
c
e
3'
2 each 8" Blades mounted to Post
with 4 each Drive Rivets with Nylon
Washers
8"
30
"
7'
-
0
"
1'
8"
3'
3" - 6" Above Grade (TYP)
(m
i
n
.
)
C
l
e
a
r
a
n
c
e
(min.)
Telespar Post
4" - 6" Below Grade (TYP)
Concrete or AsphaltSand or other
fine suitable material
SW
Sa
m
p
l
e
Av
e
24
0
0
NO
T
E
S
:
1.
S
t
r
e
e
t
n
a
m
e
m
u
s
t
b
e
6
"
(
m
i
n
.
)
w
h
i
t
e
l
e
t
t
e
r
s
,
f
i
r
s
t
l
e
t
t
e
r
o
f
e
a
c
h
s
t
r
e
e
t
n
a
m
e
w
o
r
d
t
o
b
e
c
a
p
i
t
a
l
i
z
e
d
f
o
l
l
o
w
e
d
b
y
a
l
l
lo
w
e
r
c
a
s
e
l
e
t
t
e
r
s
,
F
H
W
A
S
e
r
i
e
s
"
B
"
.
2.
P
r
e
f
i
x
m
u
s
t
b
e
2
"
l
e
t
t
e
r
s
,
F
H
W
A
S
e
r
i
e
s
"
B
"
a
n
d
p
l
a
c
e
d
o
n
t
h
e
u
p
p
e
r
l
e
f
t
.
3.
S
u
f
f
i
x
m
u
s
t
b
e
2
"
(
m
i
n
.
)
l
e
t
t
e
r
s
a
n
d
b
l
o
c
k
n
u
m
b
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r
m
u
s
t
b
e
2
"
(
m
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n
.
)
n
u
m
b
e
r
s
,
F
H
W
A
S
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r
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e
s
"
B
"
.
4.
O
v
e
r
a
l
l
s
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g
n
l
e
n
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t
h
d
i
m
e
n
s
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s
a
c
c
o
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d
i
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g
t
o
l
e
n
g
t
h
o
f
s
t
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e
t
n
a
m
e
.
5.
A
l
l
s
i
g
n
l
e
t
t
e
r
i
n
g
a
n
d
g
r
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n
b
a
c
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o
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d
m
a
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r
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a
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m
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b
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a
t
l
e
a
s
t
3
M
H
i
g
h
I
n
t
e
n
s
i
t
y
G
r
a
d
e
P
r
i
s
m
a
t
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c
R
e
f
l
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c
t
i
v
e
Sh
e
e
t
i
n
g
(
H
I
P
)
w
i
t
h
a
n
E
C
T
r
a
n
s
p
a
r
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n
t
O
v
e
r
l
a
y
F
i
l
m
s
h
e
e
t
i
n
g
p
e
r
F
H
W
A
;
No
s
i
l
k
s
c
r
e
e
n
e
d
s
i
g
n
s
w
i
l
l
b
e
pe
r
m
i
t
t
e
d
.
6.
S
t
r
e
e
t
n
u
m
b
e
r
s
s
h
a
l
l
a
l
w
a
y
s
p
o
i
n
t
t
o
h
i
g
h
e
r
b
l
o
c
k
n
u
m
b
e
r
.
7.
A
l
u
m
i
n
u
m
s
i
g
n
b
l
a
n
k
s
h
a
l
l
b
e
0
.
0
8
t
h
i
c
k
n
e
s
s
w
i
t
h
3
/
4
"
r
a
d
i
u
s
c
o
r
n
e
r
s
.
S
i
g
n
s
l
o
n
g
e
r
t
h
a
n
3
6
"
s
h
a
l
l
b
e
0
.
1
0
t
h
i
c
k
.
8.
L
o
v
e
l
a
n
d
o
n
l
y
,
s
i
g
n
a
l
i
z
e
d
i
n
t
e
r
s
e
c
t
i
o
n
s
i
g
n
s
s
h
a
l
l
b
e
1
8
"
(
m
i
n
.
)
i
n
h
e
i
g
h
t
w
i
t
h
1
5
"
h
i
g
h
l
e
t
t
e
r
s
.
9.
A
l
l
s
t
r
e
e
t
n
a
m
e
s
i
g
n
s
s
h
a
l
l
b
e
r
e
t
r
o
r
e
f
l
e
c
t
i
v
e
.
1/
2
"
Le
n
g
t
h
V
a
r
i
e
s
b
y
S
t
r
e
e
t
N
a
m
e
1/
2
"
2-
1
/
4
"
1/
2
"
2-
3
/
4
"
8"
1"
m
i
n
.
2"
m
a
x
.
1/
2
"
3-
3
/
4
"
1/
2
"
1/
2
"
1"
m
i
n
.
2"
m
a
x
.
2-
3
/
4
"
6"
H
w
y
B
S
e
r
i
e
s
2"
H
w
y
B
S
e
r
i
e
s
,
Ce
n
t
e
r
e
d
o
n
L
o
g
o
2"
H
w
y
B
S
e
r
i
e
s
2"
H
w
y
B
S
e
r
i
e
s
Flare
1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches
from flow line as shown.
2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
7. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (m
a
x
)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb
(TYP.)SIDEWALK
SI
D
E
W
A
L
K
0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
C
u
r
b
Fl
a
r
e
Varies
Cu
r
b
Fl
a
r
e
Ra
m
p
C
u
r
b
Curb
Fl
a
r
e
Ra
m
p
Varies
Pa
n
e
l
s
Pa
n
e
l
s
6"
Ra
m
p
Wi
d
t
h
:
4.
5
'
5.
0
'
6.
0
'
7.
0
'
8.
0
'
No
t
e
:
Tr
u
n
c
a
t
e
d
d
o
m
e
p
a
n
e
l
s
a
r
e
av
a
i
l
a
b
l
e
i
n
2
'
x
2
'
s
q
u
a
r
e
s
an
d
2
'
x
2
.
5
'
r
e
c
t
a
n
g
l
e
s
.
Co
m
b
i
n
e
t
h
e
w
i
d
t
h
s
t
o
f
i
t
th
e
r
a
m
p
.
P
a
n
e
l
s
m
a
y
b
e
cu
t
t
o
n
o
l
e
s
s
t
h
a
n
a
2
'
x
1
.
5
'
si
z
e
.
Pa
n
e
l
W
i
d
t
h
Co
m
b
i
n
a
t
i
o
n
s
:
2'
+
2
.
5
'
2.
5
'
+
2
.
5
'
2'
+
2
'
+
2
'
2.
5
'
+
2
'
+
2
.
5
'
2'
+
2
'
+
2
'
+
2
'
No
t
e
s
:
1
.
T
r
u
n
c
a
t
e
d
d
o
m
e
w
a
r
n
i
n
g
p
a
n
e
l
:
In
s
t
a
l
l
p
a
n
e
l
s
a
l
o
n
g
w
i
t
h
t
h
e
co
n
c
r
e
t
e
p
o
u
r
f
o
r
t
h
e
r
a
m
p
.
Sp
e
c
i
f
i
c
a
t
i
o
n
s
f
o
r
t
h
e
p
a
n
e
l
a
n
d
in
s
t
a
l
l
a
t
i
o
n
i
n
s
t
r
u
c
t
i
o
n
s
w
i
l
l
b
e
pr
o
v
i
d
e
d
u
p
o
n
r
e
q
u
e
s
t
.
2
.
T
h
i
s
d
r
a
w
i
n
g
s
h
o
w
s
v
e
r
t
i
c
a
l
c
u
r
b
.
Fo
r
D
r
i
v
e
O
v
e
r
C
u
r
b
t
h
e
w
a
r
n
i
n
g
de
t
e
c
t
i
o
n
l
o
c
a
t
i
o
n
s
h
a
l
l
b
e
p
l
a
c
e
d
i
n
th
e
s
a
m
e
p
o
s
i
t
i
o
n
6
"
b
a
c
k
f
r
o
m
t
h
e
ba
c
k
o
f
c
u
r
b
.
3
.
I
f
c
u
r
b
a
n
d
g
u
t
t
e
r
a
r
e
p
o
u
r
e
d
mo
n
o
l
i
t
h
i
c
w
i
t
h
r
a
m
p
,
p
l
a
c
e
d
o
m
e
ed
g
e
a
t
b
a
c
k
o
f
c
u
r
b
a
s
s
h
o
w
n
.
I
f
no
t
p
o
u
r
e
d
m
o
n
o
l
i
t
h
i
c
,
p
l
a
c
e
d
o
m
e
ed
g
e
6
"
f
r
o
m
b
a
c
k
o
f
c
u
r
b
.
Ca
s
e
1
-
D
i
r
e
c
t
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BOC
See Note 3
106 OUTFALL CURB AND GUTTER DETAIL
F ES
M
CABLE
X
X
XXXX
X X X
X X X X X X X X X
X
X
X
X
X
X
D
FES
FE S
XXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
D
X
X
X
X
X
X
X
SF SF SF SF SF SF
SF
SF
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SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
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F
S
F
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F
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F
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F
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S
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N
M
A
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O
N
S
T
R
E
E
T
HIBDON COURT
UNION PACIFIC RAILROAD
EXISTING STORM
MANHOLE
EXISTING CONCRETE HEADWALL
±30 LF EXISTING
24" CULVERT
EXISTING 12"
STORM DRAIN
APPROXIMATE
STORM DRAIN
±62 LF EXISTING 8" PVC
EXISTING STORM
INLET
NCFS LLC
300 HICKORY STREET
FORT COLLINS, CO
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
1311 N. COLLEGE LLC
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
EXISTING DITCH
TOTAL LENGTH
OF SILT FENCE
=3279 LF
TOTAL LENGTH
OF SILT FENCE
=3279 LF
EXISTING NATURAL
HABITAT BUFFER ZONE
10,000 SQ. FT
STABILIZED
STAGING AREA
EC1
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
IN
I
T
I
A
L
21
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE FINAL DRAINAGE REPORT, DATED OCTOBER 4, 2023 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
5.REFER TO INLET SCHEDULE ON SHEET D5 FOR CLARIFICATION OF INLET AND
BASIN TYPES.
GENERAL NOTES:
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
LOD
EROSION CONTROL SEED MIX
TURF REINFORCEMENT (TMAX)
UPLAND SEED MIX
NHBZ UTILITY SEED MIX
DETENTION BASIN SEED MIX
EXISTING/PROPOSED NATURAL
HABITAT BUFFER ZONE
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: MASON STREET INFRASTRUCTURE
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
KEYMAP
F ES
M
X
X
X X X
X X X X X X X X X
X
X
X
X
X
X
D
FES
FE S
XXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
D
X
X
X
X
X
X
X
NCFS LLC
300 HICKORY STREET
FORT COLLINS, CO
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
1311 N. COLLEGE LLC
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
N
M
A
S
O
N
S
T
R
E
E
T
HIBDON COURT
UNION PACIFIC RAILROAD
HICKORY REGIONAL
DETENTION POND
LOT 1
LOT 2
LOT 3
SF SF SF SF SF SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
S
F
SF
SF
SF
SF
SF
SF
SF
EXISTING STORM
DRAIN
EXISTING STORM
INLET
LOT LINE
CURB CUT AND
SIDEWALK CHASE
2' CONCRETE
PAN
EXISTING 24"
STORM CULVERT
TOTAL LENGTH
OF SILT FENCE
=4329 LF
71' ROW
71' ROW
42'' FL-FL
42'' FL-FL
STORM DRAIN A
SEE SHEET 9
STORM DRAIN B
SEE SHEET 9
OFFSITE STORM DRAIN C
SEE SHEET 10
SWALE
SF
SF
S
F
S
F
S
F
S
F
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F
S
F
S
F
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F
SF
S
F
S
F
PROPOSED NATURAL
HABITAT BUFFER ZONE
10,000 SQ. FT
STABILIZED
STAGING AREA
EC2
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22
NORTH
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of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
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
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
SILT FENCE
ROCK SOCK
SCOUR STOP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE FINAL DRAINAGE REPORT, DATED OCTOBER 4, 2023 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
5.REFER TO INLET SCHEDULE ON SHEET D5 FOR CLARIFICATION OF INLET AND
BASIN TYPES.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
SEDIMENT TRAP
BALE INLET PROTECTION
SLOPE DRAIN
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
LIMIT OF DISTURBANCE LOD
EROSION CONTROL SEED MIX
TURF REINFORCEMENT (TMAX)
UPLAND SEED MIX
NHBZ UTILITY SEED MIX
DETENTION BASIN SEED MIX
EXISTING/PROPOSED NATURAL
HABITAT BUFFER ZONE
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: MASON STREET INFRASTRUCTURE
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
KEYMAP
ELEC
F ES
M VAULT
ELEC
CABLE ELEC
X
X
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CTV
CT
V
CTV CTV CTV
OHU OHU OHU
X X X
X X X X X X X X X
X
X
X
X
X
X
CTV
CTV
CT
V
CTV
CT
V
G G
G G G G G G
SS SS SS SS SS SS
H2O
H2O
ARV
H2O H2O
D
HY D
S
FES
FE S
W W W W W W W W W W W W W W W W W W W W W W W
XXXXXXXXXXXXXXXX
OHU
OHU OHU OHU
OHU OHU
X
X
X
X
X
X
X
X
X
X
W W W W W W W W W W W W W W W W W W W W W W W
X
X
X
W W W W W W
D
X
X
X
X
X
X
X
W
NCFS LLC
300 HICKORY STREET
FORT COLLINS, CO
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
1311 N. COLLEGE LLC
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
N
M
A
S
O
N
S
T
R
E
E
T
HIBDON COURT
UNION PACIFIC RAILROAD
EXISTING STORM
DRAIN
EXISTING STORM
INLET
LOT LINE
HICKORY REGIONAL
DETENTION POND
CURB CUT AND
SIDEWALK CHASE
2' CONCRETE
PAN
LOT 1
LOT 2
EXISTING 24"
STORM CULVERT
LOT 3
71' ROW
71' ROW
42'' FL-FL
42'' FL-FL
STORM DRAIN A
SEE SHEET 9
STORM DRAIN B
SEE SHEET 9
OFFSITE STORM DRAIN C
SEE SHEET 10
SWALE
PROPOSED NATURAL
HABITAT BUFFER ZONE
860 SQ. FT.
of TMAX
1167 SQ.
FT. of TMAX
EC3
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
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FI
N
A
L
23
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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of 26
MA
S
O
N
S
T
R
E
E
T
I
N
F
R
A
S
T
R
U
C
T
U
R
E
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
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
SILT FENCE
ROCK SOCK
SCOUR STOP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE FINAL DRAINAGE REPORT, DATED OCTOBER 4, 2023 BY NORTHERN
ENGINEERING FOR ADDITIONAL INFORMATION.
5.REFER TO INLET SCHEDULE ON SHEET D5 FOR CLARIFICATION OF INLET AND
BASIN TYPES.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
SEDIMENT TRAP
BALE INLET PROTECTION
SLOPE DRAIN
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
LIMIT OF DISTURBANCE LOD
EROSION CONTROL SEED MIX
TURF REINFORCEMENT (TMAX)
UPLAND SEED MIX
NHBZ UTILITY SEED MIX
DETENTION BASIN SEED MIX
EXISTING/PROPOSED NATURAL
HABITAT BUFFER ZONE
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: MASON STREET INFRASTRUCTURE
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
KEYMAP
EC4
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
24
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ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2"100
1-1/2"90-100
1"20-55
3/4"0-15
3/8"0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD
004 SILT FENCE
SF
CWA
005 CURB INLET PROTECTION
IP
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1 12" x 1 12" WOODEN FENCE POSTS
SF
006
SECTION G-G
G
PLAN
G
BOP
BALE OUTLET PROTECTION 36" ANCHOR STRAP
BULLET ANCHOR
RECESSED LOCK
WASHER
TRANSITION MAT
TURF
REINFORCEMENT
MAT
ANCHOR PATTERN
ANCHOR ILLUSTRATION
MAX. 1"-2" DROP
FROM CULVERT FLOWLINE
ONTO SCOURSTOP MATS
PROFILE VIEW
SECTION VIEW AA
OUTLET AND CHANNEL SCOUR PROTECTION
(TRANSITION MATS)
DIRECTION OF FLOW
TURF REINFORCEMENT MAT
WIDTH OF
PROTECTION
LENGTH OF PROTECTION
D
D= CULVERT DIAMETER
TRAN
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CULVERT OUTLET PROTECTION - PLAN VIEW
INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES
MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL.
MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL
EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL
COVER
ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON.
ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY.
MINIMUM 8 ANCHORS PER MAT.
EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS.
PROTECT BARE/ DISTURBED DOWNSTREAM
SOILS FROM EROSION WITH APPROPRIATE
SOIL COVER.
NOTE:
1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS.
2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT.
SS
SEEDING TO OCCUR
PRIOR TO INSTALLATION
007 SCOUR STOP DETAIL AND SCHEDULE
FES ID W (FT)L (FT)Quantity of Mats
FES A1 (15" RCP)8 8 4
FES B1 (15" RCP)8 8 4
EC5
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3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A"WATTLE "B"
1'2'
TYP.
1'1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER;
FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS
ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT
LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
WATTLE INSTALLATION DETAIL008
SLOPE
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2.Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up-slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3.Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5.Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
Drawn on: 3-16-11
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
3B
4
2
5
1
3A
12"(30cm)
6"
(15cm)
6"
(15cm)
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
3"(7.5cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com
011 TEMPORARY REVEGETATION SPECIFICATIONS
“”
•
TMAX EROSION CONTROL BLANKET INSTALLATION DETAIL009
010 TMAX EROSION CONTROL BLANKET STAPLE PATTERN
10"
(25cm)
10"(25cm)
20"(0.5m)
3.75 Staples per SQ.YD.
E 2"-5"
(5-12.5cm)
2"-5"
(5-12.5cm)
3.3'
(1m)
4'
(1.2m)
2'
(0.6m)
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NCFS LLC
300 HICKORY STREET
FORT COLLINS, CO
QR INC.
280 HICKORY STREET
FORT COLLINS, CO
QR INC.
200 HICKORY STREET
FORT COLLINS, CO
R AND S HOLDINGS
1235 N. COLLEGE AVENUE
FORT COLLINS, CO
HAINES BRANDON KUHRT 1295
N. COLLEGE AVENUE FORT
COLLINS, CO
GRATITUDE LLC
1303 N. COLLEGE AVENUE
FORT COLLINS, CO
HOYT JOHN R
1307 N. COLLEGE AVENUE
FORT COLLINS, CO
1311 N. COLLEGE LLC
HIBON CT.
FORT COLLINS, CO
1311 N. COLLEGE LLC
1311 N. COLLEGE AVENUE
FORT COLLINS, CO
WANKIER LANCE
1401 N. COLLEGE AVENUE
FORT COLLINS, CO
WOOD RONALD G/ JENNIFER
L/ WILLARD E
122 HIBDON COURT
FORT COLLINS, CO
THOMPSON PROPERTIES LLC
1319 N. COLLEGE AVENUE
FORT COLLINS, CO
D AND S MOTELS INC
1405 N. COLLEGE AVENUE
FORT COLLINS, CO
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HICKORY STREET
HIBDON COURT
UNION PACIFIC RAILROAD
HICKORY REGIONAL DETENTION POND
(INTERIM)
REQUIRED VOLUME= 65,979 CU.FT.
REQUIRED WSEL = 4976.16
WATER QUALITY VOLUME = 6,813 CU.FT.
WATER QUALITY WSEL = 4975.11
PROVIDED VOLUME = 18.89 AC.FT.
2' CONCRETE
PAN
WATER QUALITY OUTLET
STRUCTURE WITH
RESTRICTOR PLATE
a3
LOT 1
LOT 2
LOT 3
SWALE
4' CURB CUT &
SIDEWALK CHASE
ROW AGREEMENT WITH UNION
PACIFIC RAILROAD FOR THE
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UNSPECIFIED WIDTH BK 813 PG
27 TO BE VACATED PER
LANGUAGE FOUND ON PAGE 28
OF SAID DOCUMENT
c1
6.79 ac.
A1
0.40 ac.
A4
1.32 ac.
A2
0.40 ac.
B2
0.35 ac.
B1
0.07 ac.
C1
0.24 ac.
A7
0.18 ac.
A6
1.39 ac.
D1
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A5
0.41 ac.
A3
0.18 ac.
C2
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A8
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SEE SHEET ST1
STORM DRAIN B
SEE SHEET ST1
OFFSITE STORM DRAIN C
SEE SHEET ST2
a7ULTIMATE PLANNED WSEL
(4980) PER THE CITY OF
FORT COLLINS
ULTIMATE PLANNED WSEL
(4980) PER THE CITY OF
FORT COLLINS
ULTIMATE PLANNED WSEL
(4980) PER THE CITY OF
FORT COLLINS
20' WATERLINE AND
ROW EASEMENT
REC. NO. 85040113
6' UTILITY
EASEMENT
BK 1658 PG 746
6' UTILITY EASEMENT
PER PLAT OF BREW
SUB. FIRST FILING
10' UTILITY EASEMENT
BK 1658 PG 746
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 322
45' ROW
BK 1743 PG 632
10' UTILITY
EASEMENT
BK 1572 PG 321
53.5' PERPETUAL EASEMENT FOR
ELECTRIC POWER TRANSMISSION LINE
BK 923 PG 282
24' ACCESS EASEMENT
REC. NO. 20140036292
30' EASEMENT FOR ROAD PURPOSES
BK 1143 PG 187
(EXCEPTION PARCEL PIB FCIF25205400)
30' UPRR TRACK EASEMENT
BK 2027 PG 988
REC. NO. 98091992
REC. NO. 20060019203
20' UTILITY EASEMENT PER VALLEY STEEL & WIRE SUBDIVISION PLAT
6' UTILITY EASEMENT
REC. NO. 2006-0068858
REC. NO. 2006-0068859
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
3' POWER LINE EASEMENT TO
CITY OF FORT COLLINS
BK 1475 PG 941
EXISTING
AREA INLET
40' DRAINAGE
EASEMENT
60' DRAINAGE
EASEMENT
ONSITE 100-YR
REQUIRED WSEL
(4976.16)
ONSITE 100-YR
REQUIRED WSEL
(4976.16)
PROPOSED NATURAL
HABITAT BUFFER ZONE
80
.
1
8
80
.
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EXISTING
36" PIPE
EXISTING
18" PIPE
EXISTING
AREA INLET
DR1
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26
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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KEYMAP
DEVELOPED DRAINAGE SUMMARY
Design
Point Basin ID
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
a1 A1 6.794 0.20 0.25 17.53 17.53 2.34 10.21
a2 A2 1.321 1.07 1.00 5.00 5.00 4.04 13.14
a3 A3 0.411 0.86 1.00 11.61 11.61 0.74 3.00
a4 A4 0.396 0.86 1.00 5.00 5.00 0.97 3.94
a5 A5 0.644 0.87 1.00 5.00 5.00 1.59 6.41
a6 A6 0.175 0.79 0.99 11.17 11.17 0.30 1.29
a7 A7 0.241 0.78 0.97 11.28 11.28 0.40 1.74
a8 A8 0.134 0.95 1.00 11.28 11.28 0.27 1.00
b1 B1 0.346 0.20 0.25 11.52 11.52 0.14 0.63
b2 B2 0.396 0.73 0.92 12.34 12.34 0.60 2.60
c1 C1 0.068 0.95 1.00 10.81 10.81 0.14 0.51
c2 C2 0.181 0.51 0.63 10.48 10.48 0.20 0.88
c3 C3 0.949 0.28 0.35 7.69 7.69 0.66 2.93
d1 D1 1.392 0.20 0.25 11.50 11.50 0.58 2.54
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
NOTES:
1.REFER TO THE FINAL DRAINAGE REPORT, DATED OCTOBER 4, 2023 FOR
ADDITIONAL INFORMATION.
2.THE INTERIM HICKORY REGIONAL DETENTION POND DOES NOT ACCOUNT FOR
OFFSITE RUNOFF. THE CITY OF FORT COLLINS IS RESPONSIBLE FOR THE ANALYSIS
OF OFFSITE BASINS AND THE ULTIMATE DESIGN OF THE HICKORY REGIONAL
DETENTION POND.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
EMERGENCY OVERFLOW PATH
PROPOSED NATURAL HABITAT BUFFER ZONE
Interim Hickory Regional Detention Pond Volume
Contour Elev.Contour Surface Area (ft2)
Cummalitive Volume
cu. ft.acre ft
4,974.60 106 0 0.0
4,975.00 10,254 2072 0.0
4,976.00 76,514 45456 1.0
4,977.00 181,808 174617 4.0
4,978.00 224,278 377660 8.7
4,979.00 248,736 614167 14.1
4,979.80 273,127 822912 18.9
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