HomeMy WebLinkAboutTHE LANDING AT LEMAY MULTIFAMILY AND MIXED-USE - FDP230020 - SUBMITTAL DOCUMENTS - ROUND 4 - RESPONSE TO STAFF REVIEW COMMENTS (4)LE
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Lane
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Walk
84' ROW (min.)
52' Roadway
7'
Walk
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Pkwy.
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Pkwy.
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Util.
Esmt.
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Esmt.
Util.
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Center
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Travel
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Travel
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3'
Lane
Bike
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Bike
Lane
Buffer
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2-LANE ARTERIAL
(CORDOVA ROAD)
SHEET INDEXPROJECT INFORMATION
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FINAL UTILITY PLANS FOR
THE LANDING AT LEMAY
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
VICINITY MAP
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PROJECT NO.
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CAUTION
The engineer preparing these
plans will not be responsible
for, or liable for, unauthorized
changes to or uses of these
plans. All changes must be
approved by the Professional
Engineer of these plans.
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Original Field Survery:
Nothern Engineering
Project No. 1791-003
Date: July 7, 2022
Additional Field Survey:
Northern Engineering
Project No. 1791-003
Date: November 4, 2022
PLANNER/LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
Kumar and Associates, Inc.
Geotechnical Engineering Study and Pavement Thickness Design
Proposed Watermark Apartments at Lemay
Fort Collins, Colorado
Project No. 22-3-168
Date: July 29, 2022
* This list is provided as a courtesy reference only. Avant Civil Group 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.
Ripley Design, Inc.
Russ Lee, PLA
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Thompson Thrift Residential
111 Monument Circle, Suite 1500
Indianapolis, IN. 46204
(800) 687-0012
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:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
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
Project Datum: NAVD88
Benchmark 12-07: South side of Vine Dr. on the south headwall of the bridge over Dry Creek basin 0.4
miles east of North Lemay Ave.
Elevation: 4947.86
Benchmark 8-02: On the southeast corner of the intersection of Lemay Avenue and Mulberry Street, in
the curb, on the southeast side of a triangular island that contains the traffic signal.
Elevation: 4939.27
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 -
3.18'.
Basis of Bearings
The Basis of Bearings is the North line of Section 7-T7N-R68W as bearing North 88° 53' 46" East. The
Northwest and Northeast Corners of said section being #6 rebar with 3 1
4" aluminum caps, both stamped
with PLS 17497.
SITE
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Delich Associates
Matt Delich, PE
2272 Glen Haven Drive
Loveland, CO 80538-4903
(970) 669-2061
Avant Civil Group, LLC
Danny Weber, PE
1337 Riverside Ave, Unit 2
Fort Collins, Colorado 80524
(970)305-3534
UTILITY CONTACT LIST
SERVICE COMPANY CONTACT PHONE
GAS
ELECTRIC
CABLE
CONNEXION
TELECOM
WATER
WASTEWATER
STORMWATER
XCEL ENERGY
CITY OF FORT COLLINS LIGHT & POWER
COMCAST
FORT COLLINS CONNEXION
CENTURYLINK
EAST LARIMER COUNTY WATER DISTRICT
BOXELDER SANITATION DISTRICT
CITY OF FORT COLLINS UTILITIES
AL ERMER
CODY SNOWDON
MARCUS PETTY
JOHN STARK
WILLIAM JOHNSON
RANDY SIDDENS
BRIAN ZICK
WES LAMARQUE
(970) 225-7869
(970) 416-5306
(720) 275-0572
(970) 207-7890
(970) 377-6401
(970) 493-2044
(970) 498-0604
(970) 416-2418
PROJECT TEAM PROJECT BENCHMARKS
FIELD SURVEY
SUBSURFACE EXPLORATION
SITE SURVEYOR
TYPICAL SECTIONS
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C 001
C 001 1 COVER SHEET
GENERAL NOTES
C 100 2 GENERAL & CONSTRUCTION NOTES
C 101 3 GENERAL & CONSTRUCTION NOTES
EXISTING CONDITIONS AND DEMOLITION
C 200 4 EXISTING CONDITIONS & DEMOLITION PLAN
C 201 5 EXISTING CONDITIONS & DEMOLITION PLAN
EROSION CONTROL
C 300 6 EROSION CONTROL NOTES
C 301 7 PRE-CONSTRUCTION EROSION CONTROL PLAN
C 302 8 DURING CONSTRUCTION EROSION CONTROL PLAN
C 303 9 POST-CONSTRUCTION EROSION CONTROL PLAN
C 304 10 EROSION CONTROL DETAILS
SITE
C 400 11 OVERALL PAVING PLAN
C 401 12 PAVING PLAN
C 402 13 PAVING PLAN
C 403 14 PAVING PLAN
C 404 15 PAVING PLAN
C 410 16 ADA ROUTING PLAN
C 420 17 OVERALL PHASING PLAN
C 421 18 EMERGENCY VEHICLE ACCESS PHASING
GRADING
C 500 19 OVERALL GRADING PLAN
C 501 20 GRADING PLAN
C 502 21 GRADING PLAN
C 503 22 GRADING PLAN
C 504 23 GRADING PLAN
C 505 24 GRADING PLAN
C 506 25 GRADING PLAN
C 507 26 GRADING PLAN
C 508 27 GRADING PLAN
C 509 28 GRADING PLAN
C 510 29 SUBGRADE PLAN
STREETS
C 511 30 CORDOVA ROAD PLAN & PROFILE
C 512 31 CORDOVA ROAD PLAN & PROFILE
C 513 32 CORDOVA ROAD CROSS-SECTIONS
C 514 33 CORDOVA ROAD STRIPING PLAN
C 515 34 INTERSECTION DETAILS
UTILITIES
C 600 35 OVERALL UTILITY PLAN
C 601 36 UTILITY PLAN
C 602 37 UTILITY PLAN
C 603 38 UTILITY PLAN
C 604 39 UTILITY PLAN
C 605 40 DRY UTILITY PLAN
C 610 41 SANITARY SEWER A PLAN & PROFILE
C 611 42 SANITARY SEWER A PLAN & PROFILE
C 612 43 SANITARY SEWER A, A5, & A7 PLAN & PROFILE
C 613 44 SANITARY SEWER B PLAN & PROFILE
C 614 45 SANITARY SEWER B, B1, & B3 PLAN & PROFILE
C 615 46 SANITARY SEWER B2 & B2-1 PLAN & PROFILE
C 620 47 WATER LINE 1 PLAN & PROFILE
C 621 48 WATER LINE 1 PLAN & PROFILE
C 622 49 WATER LINE 2 PLAN & PROFILE
C 623 50 WATER LINE 2 PLAN & PROFILE
C 624 51 WATER LINE 3 PLAN & PROFILE
C 625 52 WATER LINE 4 PLAN & PROFILE
C 630 53 STORM DRAINS 1, 2, 4, & 7 PLAN & PROFILE
C 631 54 STORM DRAIN 3 PLAN & PROFILE
C 632 55 STORM DRAIN 3-2, 3-3, & 5-2 PLAN & PROFILE
C 633 56 STORM DRAIN 5 PLAN & PROFILE
C 634 57 STORM DRAIN 5 - POOL AREA
C 635 58 STORM DRAIN 6 & 8 PLAN & PROFILE
DRAINAGE
C 701 59 DEVELOPED DRAINAGE EXHIBIT
DETAILS
C 800 60 SANITARY SEWER DETAILS
C 801 61 WATERLINE DETAILS
C 802 62 WATERLINE DETAILS
C 803 63 STORM DRAIN DETAILS
C 804 64 STORM DRAIN DETAILS
C 805 65 STORM DRAIN DETAILS
C 806 66 STORM DRAIN DETAILS
C 807 67 STORM DRAIN DETAILS
C 808 68 STREET DETAILS
C 809 69 STREET DETAILS
C 810 70 PRIVATE SITE DETAILS
C 811 71 PRIVATE SITE DETAILS
JANUARY 2024
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plans. All changes must be
approved by the Professional
Engineer of these plans.
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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
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County
Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any
applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of
these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown
in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of
said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not
relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold
harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from
any errors and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications
current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the
Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer
shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or
grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the
respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the
Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility
crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to
modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a
timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any
disruption of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification
shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be
required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer
should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a
storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health,
Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least
two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether
resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins
failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Final Drainage Report, dated January 10, 2024 by Avant Civil Group 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 Engineering Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins -
221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort
Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer
absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete
and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the
original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort
Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed
Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt.
Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all
intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of
Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the
City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property
lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads
within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild
Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the City of Fort Collins Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to
OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort
Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be
responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then
the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local
street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the
Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction
activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings,
or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification,
and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and
a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the
Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to The City of
Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the
basis of bearings. The information shall be as follows:
Project Datum: NAVD88
Benchmark 12-07: South side of Vine Dr. on the south headwall of the bridge over Dry Creek basin 0.4 miles east of North Lemay Ave.
Elevation: 4947.86
Benchmark 8-02: On the southeast corner of the intersection of Lemay Avenue and Mulberry Street, in the curb, on the southeast side of a triangular island
that contains the traffic signal.
Elevation: 4939.27
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 - 3.18'.
Basis of Bearings
The Basis of Bearings is the North line of Section 7-T7N-R68W as bearing North 88° 53' 46" East. The Northwest and Northeast Corners of said section
being #6 rebar with 3 1
4" aluminum caps, both stamped with PLS 17497.
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 City of Fort Collins 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: (PRIVATE STREET NAMES T.B.D.)
48.Approved Variances are listed as follows: N/A
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.
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 or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or
contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil
and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and
disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located
at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be
removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipment including but not limited to personal vehicles exiting
existing roadways. No earthen materials, i.e., stone, dirt, etc., shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpile(s),
staging area(s), construction material(s), concrete washout area(s) and/or building site(s).
17.For additional information see separate Stormwater Management Plan / Erosion Control Report for The Landing at Lemay.
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.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes
listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines shall be latex paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the
same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Latex paint applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during
the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins
Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen
condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of
the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the City
Traffic Division to have them removed.
17.No “Reset” anchors, posts, signs, and/or delineators will be accepted.
18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria.
D. 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 January 10, 2024 by Avant Civil Group shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and
approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least
two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
4.See City of Fort Collins Stormwater Criteria Manual – Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes.GE
N
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2
N/A
N/A
C 100
NOTES BY THOMPSON THRIFT
CONTRACTOR TO PROVIDE ASBUILTS IN ACCORDANCE
WITH THE CITY OF FORT COLLINS REQUIREMENTS FOR
UTILITIES, SITE CERTIFICATION, AND LOT CERTIFICATIONS.
NO
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H
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M
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A
V
E
N
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DUFF DRIVE
NORTH LIN
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L
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HYD
TEST
STAH2O
VAUL
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ELEC
HY D
TEST
STA
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H2O
V.P.
ST
HYD
W
VAUL
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ELEC
ELEC
ELEC
S
F.O.
W
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
X
X
XX
SS
SS
SS
X
X
X
X
X
12
"
W
12" W
E
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
E
8" W
W
G
G E
E
E
G G
12" W
EFO
12" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
24
"
W
STST
ST
SS
GAS
EXISTING TREE
TO REMAIN (TYP.)
EXISTING TREES TO
BE REMOVED (TYP.)
EXISTING
STRIPING (TYP.)
EXISTING 24"
WATER
(NWCWD)
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
ELECTRIC
EXISTING
STREET
LIGHT (TYP.)
EXISTING 8" WATER
(ELCO)
EXISTING
WATER METER
EXISTING MANHOLE TO REMAIN
ADJUST RIM ELEVATION
EXISTING FIRE
HYDRANT
TO REMAIN
EXISTING
GAS LINE
EXISTING SANITARY
MANHOLE (TYP.)
EXISTING 8"
SANITARY SEWER
(BOXELDER)
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
EXISTING BARRICADE
TO BE REMOVED
76
'
R
O
W
EXISTING
12" WATER
(ELCO)
PROPOSED
SAWCUT
EXISTING 30" VERTICAL
CURB & GUTTER
CO
R
D
O
V
A
RO
A
D
EXISTING 8"
SANITARY SEWER
(BOXELDER)
EX
I
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T
I
N
G
1
0
'
W
A
L
K
EXISTING 5' WALK
EXISTING
12" WATER
(ELCO)
EXISTING
8" WATER
(ELCO)
±66' LF VERTICAL CURB & GUTTER
TO BE REMOVED
EXISTING ASPHALT AND
CONCRETE TO BE REMOVED
BEGIN
STRIPING REMOVAL
END
STRIPING REMOVAL
EXISTING ASPHALT AND
CONCRETE TO BE REMOVED
UTILITY TRENCH
STREET PATCH
UTILITY TRENCH
STREET PATCH
PROPOSED
SAWCUT
PROPOSED
SAWCUTEXISTING FIRE HYDRANT
TO REMAIN
EXISTING FENCE
TO REMAIN
KEYMAP
NOT TO SCALE
OF
SCALE:
PROJECT NO.
PR
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:
SHEET:
HORIZ:
VERT:
CAUTION
The engineer preparing these
plans will not be responsible
for, or liable for, unauthorized
changes to or uses of these
plans. All changes must be
approved by the Professional
Engineer of these plans.
01
/
1
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/
2
4
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71
1791-003
D.
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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
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
EXISTING ELECTRIC E
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
SUBSURFACE EXPLORATION BY:
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.
6.LIMITS OF STREET REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS
ARE MADE. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STANDARDS.
7.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N
LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT
THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY
REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR
THIS AREA ARE AVAILABLE UPON REQUEST.
8.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC RIGHT-OF-WAY
ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR REPAIRED AT NO
COST TO THE CITY.
EXISTING OVERHEAD UTILITY OHE
ORIGINAL FIELD SURVERY:
NOTHERN ENGINEERING
PROJECT NO. 1791-003
DATE: JULY 7, 2022
ADDITIONAL FIELD SURVEY:
NORTHERN ENGINEERING
PROJECT NO. 1791-003
DATE: NOVEMBER 4, 2022
KUMAR AND ASSOCIATES, INC.
FORT COLLINS, COLORADO
PROJECT NO. 22-3-168
DATE: JULY, 29, 2022
LEGEND
FIELD SURVEY
NOTES
MATCH LINE - SEE SHEET 4
5
4
EX
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P
L
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5
1" = 50'
N/A
C 201
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
END CONSTRUCTION
150.0' VC
HP ELEV = 4943.22
HP STA = 18+81.52
PVI STA = 18+81.52
PVI ELEV = 4943.43
BVCS: 18+06.52
BVCE: 4943.01
EVCS: 19+56.52
EVCE: 4943.01
A.D. = 1.10
K = 136.36
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
FG
=
4
9
4
3
.
6
2
FG
=
4
9
4
3
.
7
8
FG
=
4
9
4
3
.
7
5
FG
=
4
9
4
3
.
5
5
FG
=
4
9
4
3
.
2
7
FG
=
4
9
4
3
.
0
0
FG
=
4
9
4
2
.
8
1
FG
=
4
9
4
2
.
8
1
FG
=
4
9
4
3
.
0
0
FG
=
4
9
4
3
.
1
8
FG
=
4
9
4
3
.
1
5
FG
=
4
9
4
2
.
9
2
FG
=
4
9
4
2
.
5
8
FG
=
4
9
4
2
.
4
2
FG
=
4
9
4
2
.
4
7
FG
=
4
9
4
2
.
7
0
FG
=
4
9
4
2
.
9
8
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
FG
=
4
9
4
2
.
5
1
FG
=
4
9
4
2
.
9
1
FG
=
4
9
4
3
.
0
2
FG
=
4
9
4
2
.
8
5
FG
=
4
9
4
2
.
5
8
FG
=
4
9
4
2
.
3
0
FG
=
4
9
4
2
.
0
5
FG
=
4
9
4
2
.
0
6
FG
=
4
9
4
2
.
3
2
FG
=
4
9
4
2
.
4
9
FG
=
4
9
4
2
.
4
5
FG
=
4
9
4
2
.
2
0
FG
=
4
9
4
1
.
8
7
FG
=
4
9
4
1
.
6
2
FG
=
4
9
4
1
.
7
7
FG
=
4
9
4
2
.
0
3
FG
=
4
9
4
2
.
3
1
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
0.55%-0.55%
0.55%
-0.70%0.55%
PVI STA = 9+84.17
PVI ELEV = 4943.53 PVI STA = 18+06.52
PVI ELEV = 4943.01
BV
C
S
:
9
+
9
3
.
5
0
BV
C
E
:
4
9
4
3
.
5
8
150.0' VC
EV
C
S
:
1
1
+
4
3
.
5
0
EV
C
E
:
4
9
4
3
.
5
8
HIGH PT EL: 4943.79
HIGH PT STA: 10+68.50
PVI STA: 10+68.50
PVI EL: 4944.00
AD: 1.10
K: 136.35
BV
C
S
:
1
4
+
0
2
.
6
1
BV
C
E
:
4
9
4
3
.
0
1
150.0' VC
EV
C
S
:
1
5
+
5
2
.
6
1
EV
C
E
:
4
9
4
2
.
9
0
HIGH PT EL: 4943.19
HIGH PT STA: 14+68.61
PVI STA: 14+77.61
PVI EL: 4943.43
AD: 1.25
K: 120.00
150.0' VC
PVI STA: 13+24.97
PVI EL: 4942.59
AD: 1.10
K: 136.35
LOW PT EL: 4942.79
LOW PT STA: 13+24.97
BC
V
S
:
1
2
+
4
9
.
9
7
BV
C
E
:
4
9
4
3
.
0
0
EC
V
S
:
1
3
+
9
9
.
9
7
EV
C
E
:
4
9
4
3
.
0
0
150.0' VC
PVI STA: 16+55.19
PVI EL: 4942.18
AD: 1.25
K: 120.00
LOW PT EL: 4942.41
LOW PT STA: 16+64.19
BC
V
S
:
1
5
+
8
0
.
1
9
BV
C
E
:
4
9
4
2
.
7
1
EC
V
S
:
1
7
+
3
0
.
1
9
EV
C
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:
4
9
4
2
.
5
9
0.50%-0.55%
-0.69%0.55%-0.54%
-0.50%0.50%
0.54%
0.50%0.55%-0.50%
PV
I
S
T
A
=
9
+
6
6
.
7
3
PV
I
E
L
E
V
=
4
9
4
2
.
9
2
PV
I
S
T
A
=
1
1
+
6
3
.
4
2
PV
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L
E
V
=
4
9
4
2
.
7
8
PV
I
S
T
A
=
1
5
+
9
6
.
5
8
PV
I
E
L
E
V
=
4
9
4
1
.
9
3
PV
I
S
T
A
=
1
8
+
1
0
.
9
4
PV
I
E
L
E
V
=
4
9
4
2
.
3
2
PV
I
S
T
A
=
1
2
+
5
7
.
1
2
PV
I
E
L
E
V
=
4
9
4
2
.
2
7
PV
I
S
T
A
=
1
3
+
2
6
.
6
5
PV
I
E
L
E
V
=
4
9
4
1
.
9
2
PVI STA = 13+96.18
PVI ELEV = 4942.27
PV
I
S
T
A
=
1
7
+
2
8
.
5
5
PV
I
E
L
E
V
=
4
9
4
1
.
8
7
PV
I
S
T
A
=
1
7
+
6
7
.
9
6
PV
I
E
L
E
V
=
4
9
4
2
.
0
8
PV
I
S
T
A
=
1
6
+
6
8
.
6
1
PV
I
E
L
E
V
=
4
9
4
1
.
5
7
BV
C
S
:
9
+
8
1
.
6
7
BV
C
E
:
4
9
4
2
.
9
9
150.0' VC
EV
C
S
:
1
1
+
3
1
.
6
7
EV
C
E
:
4
9
4
2
.
9
5
HIGH PT EL: 4943.17
HIGH PT STA: 10+53.09
PVI STA: 10+56.67
PVI EL: 4943.37
AD: 1.05
K: 142.84
BV
C
S
:
1
4
+
0
5
.
8
7
BV
C
E
:
4
9
4
2
.
3
2
150.0' VC
EV
C
S
:
1
5
+
5
5
.
8
7
EV
C
E
:
4
9
4
2
.
2
1
HIGH PT EL: 4942.50
HIGH PT STA: 14+71.74
PVI STA: 14+80.87
PVI EL: 4942.73
AD: 1.24
K: 121.39
-0.50%
-0.55%
0.55%-0.56%
-0.50%
0.50%0.55%
0.56%
-0.71%0.50%
1.16%
PVI STA = 9+84.17
PVI ELEV = 4942.33
PV
I
S
T
A
=
1
6
+
5
9
.
7
8
PV
I
E
L
E
V
=
4
9
4
1
.
5
7
PV
I
S
T
A
=
1
1
+
6
3
.
4
3
PV
I
E
L
E
V
=
4
9
4
2
.
7
8
PV
I
S
T
A
=
1
8
+
0
2
.
1
0
PV
I
E
L
E
V
=
4
9
4
2
.
3
2
PV
I
S
T
A
=
1
2
+
5
2
.
6
9
PV
I
E
L
E
V
=
4
9
4
2
.
2
8
PV
I
S
T
A
=
1
3
+
2
3
.
2
9
PV
I
E
L
E
V
=
4
9
4
1
.
9
3
PV
I
S
T
A
=
1
7
+
2
2
.
9
3
PV
I
E
L
E
V
=
4
9
4
1
.
8
8
PV
I
S
T
A
=
1
7
+
5
9
.
1
3
PV
I
E
L
E
V
=
4
9
4
2
.
0
8
PV
I
S
T
A
=
1
5
+
8
7
.
6
0
PV
I
E
L
E
V
=
4
9
4
1
.
9
3
PVI STA = 13+93.90
PVI ELEV = 4942.28
BV
C
S
:
9
+
9
3
.
3
0
BV
C
E
:
4
9
4
2
.
4
3
150.0' VC
EV
C
S
:
1
1
+
4
3
.
3
0
EV
C
E
:
4
9
4
2
.
8
9
HIGH PT EL: 4943.02
HIGH PT STA: 10+95.05
PVI STA: 10+68.30
PVI EL: 4943.30
AD: 1.70
K: 88.09
BV
C
S
:
1
3
+
9
9
.
3
4
BV
C
E
:
4
9
4
2
.
3
1
150.0' VC
EV
C
S
:
1
5
+
4
9
.
3
4
EV
C
E
:
4
9
4
2
.
2
0
HIGH PT EL: 4942.50
HIGH PT STA: 14+65.34
PVI STA: 14+74.34
PVI EL: 4942.73
AD: 1.26
K: 118.75
FG
=
4
9
4
3
.
0
7
FG
=
4
9
4
3
.
1
7
FG
=
4
9
4
3
.
0
9
FG
=
4
9
4
2
.
8
5
FG
=
4
9
4
2
.
5
8
FG
=
4
9
4
2
.
3
1
FG
=
4
9
4
2
.
0
6
FG
=
4
9
4
2
.
0
4
FG
=
4
9
4
2
.
2
9
FG
=
4
9
4
2
.
4
8
FG
=
4
9
4
2
.
4
7
FG
=
4
9
4
2
.
2
5
FG
=
4
9
4
1
.
9
1
FG
=
4
9
4
1
.
6
6
FG
=
4
9
4
1
.
7
3
FG
=
4
9
4
1
.
9
9
FG
=
4
9
4
2
.
2
6
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
END CONSTRUCTION
END CONSTRUCTION
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO EXISTING CURB AND GUTTER
STA.=9+81.67
EL. = 4942.992
TIE INTO EXISTING ROADWAY
STA.=9+93.50
EL. = 4943.584
TIE INTO EXISTING CURB AND GUTTER
STA.=9+93.30
EL. = 4942.495
PROPOSED
BARRICADE (TYP.)
PROPOSED
BARRICADE (TYP.)
PROPOSED
BARRICADE (TYP.)
E
UD
UD
UD
UD
T
E
S
T
S
T
A
V
A
U
L
T
E
L
E
C
ST
E
L
E
C
F.
O
.
X
X
XX
X
X
X
X
X
X
ST
STST
ST
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
6' SIDEWALK
PROPOSED
STORM DRAIN
42
'
H
A
L
F
R
O
W
52
'
F
L
-
F
L
6' SIDEWA
L
K
PROPOSED
STORM DRAIN
15' UTILITY
EASEMENT
DETENTION
POND 1
PROPOSED
STORM DRAIN
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
CORDOVA ROAD
12
'
S
I
D
E
W
A
L
K
CORDOV
A
R
O
A
D
DU
F
F
D
R
I
V
E
NO
R
T
H
LI
N
K
L
A
N
E
PROPOSED
BARRICADE (TYP.)
DETENTION POND 2
FUTURE
CORDOVA
R
O
A
D
NO
R
T
H
L
I
N
K
L
A
N
E
HA
L
F
R
O
W
V
A
R
I
E
S
KEYMAP
NOT TO SCALE
LI
N
E
MA
T
C
H
ST
A
19
+
0
0
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
LEGEND
NOTES
RESERVED
PARKING
P0TS
1 2 3L 3R
4 4A
3
SITE SIGN LEGEND
4B
BIKE LANE
AHEAD ENDS
LANE
FIRE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
LANE
FIRE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
LANE
FIRE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
BIKE LANE BIKE LANE
6
SPEED
LIMIT
25
5
OF
SCALE:
PROJECT NO.
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
NO
.
RE
V
I
S
I
O
N
S
BY
:
DA
T
E
:
SU
B
M
I
T
T
A
L
D
A
T
E
:
SHEET:
HORIZ:
VERT:
CAUTION
The engineer preparing these
plans will not be responsible
for, or liable for, unauthorized
changes to or uses of these
plans. All changes must be
approved by the Professional
Engineer of these plans.
01
/
1
0
/
2
4
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
71
1791-003
D.
W
e
b
e
r
13
3
7
R
I
V
E
R
S
I
D
E
A
V
E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
19
+
0
0
C
5
1
2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CO
R
D
O
V
A
R
O
A
D
P
L
A
N
&
P
R
O
F
I
L
E
30
1" = 40'
1" = 5'
C 511
CENTERLINE
CORDOVA ROAD
HORIZ: 1" = 40' | VERT: 1" = 5'
LEFT FLOWLINE
CORDOVA ROAD
HORIZ: 1" = 40' | VERT: 1" = 5'
RIGHT FLOWLINE
CORDOVA ROAD
HORIZ: 1" = 40' | VERT: 1" = 5'
C 5
1
1
C 51
2