HomeMy WebLinkAboutTHE LANDING AT LEMAY MULTIFAMILY AND MIXED-USE - PDP230004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLEMAY AVENUED
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MULBERRY STREET
VINE DRIVE
Lane
Bike
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Walk
84' ROW (min.)
52' Roadway
7'
Walk
(min.)
(min.)
Pkwy.
10'
Pkwy.
6'
(min.)
10'
Util.
Esmt.
15'
Esmt.
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Center
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Travel
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3'
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Bike
7'3'
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Buffer
6'
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2-LANE ARTERIAL
(CORDOVA ROAD)
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
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
FEBRUARY 2023 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
PROJECT BENCHMARKS:
THE LANDING AT LEMAY
PROJECT TEAM:
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
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
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
PRELIMINARY UTILITY PLANS FOR
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
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
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
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Thompson Thrift Residential
111 Monument Circle, Suite 1500
Indianapolis, IN. 46204
(800) 687-0012
GAS-----------------Xcel Energy-------------------------------Al Ermer (970) 225-7869
ELECTRIC--------City of Fort Collins Light & Power---Cody Snowdon (970) 416-2306
CABLE-------------Comcast-----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------East Larimer County Water District-Randy Siddens (970) 493-2044
WASTEWATER-Boxelder Sanitation District-----------Brian Zick (970) 498-0604
STORMWATER-City of Fort Collins Utilities------------Wes Lamarque (970) 416-2418
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.
1 COVER SHEETC 001
1 C 001 COVER SHEET
2-3 C 100-C 101 GENERAL & CONSTRUCTION NOTES
4-5 C 200-C 201 EXISTING CONDITIONS & DEMOLITION PLAN
6 C 300 EROSION CONTROL NOTES
7 C 301 EROSION CONTROL PLAN
8 C 302 EROSION CONTROL DETAILS
9-12 C 400-C 403 PAVING PLAN
13 C 500 OVERALL GRADING PLAN
14-17 C 501-C 504 GRADING PLAN
18-19 C 510-C 511 CORDOVA ROAD PLAN & PROFILE
20 C 600 OVERALL UTILITY PLAN
21-24 C 601-C 604 UTILITY PLAN
25 C 700 HISTORIC DRAINAGE EXHIBIT
26 C 701 DEVELOPED DRAINAGE EXHIBIT
PROJECT
LOCATION
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
TRAFFIC ENGINEER
Delich Associates
Matt Delich, PE
2272 Glen Haven Drive
Loveland, CO 80538-4903
(970) 669-2061
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
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 Preliminary Drainage Report, dated February 22, 2023 by Northern Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
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 Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48.Approved Variances are listed as follows:
1) 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/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for 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 for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Preliminary Drainage Report, dated February 22, 2023 by Northern Engineering shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. INFILL AND REDEVELOPMENT NOTE
1.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.
2 CONSTRUCTION NOTESGENERAL &C 100
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 263CONSTRUCTION NOTESGENERAL &C 101
G. BOXELDER GENERAL NOTES
1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction.
Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall
immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of
repairs shall be the responsibility of the Contractor.
2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder
Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures
shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than
four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder.
3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done.
4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety
Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal
agencies having applicable authority.
5.Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting
construction or testing to allow for scheduling.
6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits
which may be required.
7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change
indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record.
9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller
shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10.Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force
main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be
provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform
bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width
detail.
12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed
in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas
unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority or as required in project specific specifications.
13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is
damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing
authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.
15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized
contractor with no exception.
16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the
construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better
than minimum construction requirements as set forth in
17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's
supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District.
18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system
improvements will occur in accordance with District's acceptance procedure.
19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary
acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year
warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines
and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District.
20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of
Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted
reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all
sewer system improvements shall also be submitted with the Drawings of Record.
F. EAST LARIMER COUNTY WATER DISTRICT
GENERAL NOTES FOR CONSTRUCTION
Version: 11/22/2019
The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as
adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any
conflict the full District Specification document shall take precedence over these general notes.
1.Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction.
Material or equipment shall be manufactured per the most recent version of applicable industry standards.
2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as
required notify all affected utility companies prior to commencing construction. Cost of repairs to any utility damaged during
District waterline installation shall be the responsibility of the Contractor.
3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private
property through which the work is done and shall be fully responsible for all costs associated with damage to any and all
public and private property.
4.Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State
or Federal agency having applicable authority.
5.Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature
height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main,
service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft
from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this
standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping.
6.Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District
shall be notified 48 hours in advance of starting construction or testing to allow for scheduling.
7.Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District
must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District.
8.Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision
shall be made in writing with the proposed change indicated on a copy of the signed design drawings. Any field revision
approved and installed shall also be accurately documented on the As-Built Drawings.
9.Materials of Construction:
a.Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18
(pressure class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC)
Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR
18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC)
Water Transmission Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall
be specified based on engineered design.
b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six
hundred (600) volt taped to top of pipe and surfaced at each hydrant into a tracer wire box.
c.Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using
machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint.
d.Materials and Installation: All materials installed shall be new and free of manufacturer defects. Any defective or
damaged materials noted on the construction site shall be so marked and removed from the site. Under no
circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.
e.Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard
C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure
rating.
f.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut
and resilient seat.
g.Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard
C504 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet.
h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable
manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous
Pacer WB-67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings.
i.Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick
polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. All fitting bolts shall have zinc
caps installed.
10.Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a
depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In
event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used
for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe
manufacturer’s installation recommendations. Note maximum trench width detail.
11.Backfill: Backfill of acceptable material shall be placed in ‘lifts’ of uniform horizontal layers not to exceed 6-inches of
compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical
equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per
road authority’s requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be at
least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements
of the applicable road authority or beginning 1.5-feet above top of pipe and at 1-foot increments to grade.
12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in
accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required
per field conditions and as approved or directed by the District field inspector.
13.Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or
County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a
paving machine.
15.Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and
service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to
maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet,
unless specifically approved by the District.
16.Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
17.Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all
work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction
methods and practices of the installed facilities is equal to or better than minimum construction requirements as set forth in
the District’s Specifications.
18.Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District
Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be
completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction
in the area of water main construction, shall be provided to the District.
19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and
operational such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of
Preliminary Acceptance includes but is not limited to chlorination test report, bacteriological test report, hydrotest report,
compaction testing report, verification of project costs, As-built drawings and Record Drawings. Following receipt, review
and acceptance by the District of these and other documents as may be required per project specifics, the District will issue
Preliminary Acceptance.
20.Project As-Built and Record Drawing Requirements:
a.As-Built Drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site
changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or
otherwise as requested by the District) for acceptance and to the project’s design engineer for creation of Record
Drawings.
21.Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field
which varies from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field
dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Record
Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings
are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to
be confirmed with District at time of submittal).
22.Warranty: The Owner shall warrant all work associated with the waterline installation including, but not limited to the
materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance.
During this warranty period the Owner shall repair any defects in the work and maintain the work area. At the close of the
two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed
lines and appurtenances as the sole property and responsibility of the District.
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
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EXISTING TREE
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EXISTING TREES TO
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EXISTING
STRIPING (TYP.)
EXISTING 24"
WATER
(NWCWD)
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
ELECTRIC
EXISTING
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EXISTING
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(ELCO)
EXISTING
ELECTRIC
EXISTING
WATER METER
EXISTING
GAS LINE
EXISTING FIRE
HYDRANT
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' ROWEXISTING
12" WATER
(ELCO)
PROPOSED
SAWCUT
± 66 LF CURB & GUTTER
TO BE REMOVED
EXISTING 30" VERTICAL
CURB & GUTTER
CORDOVAROADEXISTING 8"
SANITARY SEWER
(BOXELDER)
EXISTING
ASPHALT DRIVE
EXISTING 10' WALKEXISTING 5' WALK
EXISTING
12" WATER
(ELCO)
EXISTING
8" WATER
(ELCO)
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26CALL 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
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
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.
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
KEYMAPHYDTESTSTAH2O
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ELECTRIC
EXISTING TREES
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EXISTING
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EXISTING
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CITY OF FORT COLLINS
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
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.
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
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26CALL 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
5 & DEMOLITION PLANEXISTING CONDITIONSC 201MATCH LINE - SEE SHEET C 200
C
2
0
0
C
2
0
1
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
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.
6 EROSION CONTROL NOTESC 300
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UNDERGROUND MEMBER UTILITIES.
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COLORADO
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before you dig.Call
R
FDC
FDCUDUDUDUDUD
UD
FDCUDUDUDUDUDUD
UD
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UD
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UD
UDFDCFDC FDCFDCFDCFDC
FDC
TEST
STA
VAUL
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ELEC
TEST
STA
V.P.STVAUL
T
ELEC
ELEC
ELEC
F.O.
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
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ELEC
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ELEC XX
XX
XXXXXFOSTST
ST/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /NORTH LEMAY AVENUEDUFF DRIVE
NORTH LIN
K
L
A
N
E
CORDOVAROADEXISTING 10' WALKPROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PANPROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF SFSFSF
SF
SF
SF
SF
SF
SF
SF
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
7 EROSION CONTROL PLANC 301
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
BENCHMARK/BASIS OF BEARING:
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.
SILT FENCE
ROCK SOCK
TURF REINFORCEMENT MAT
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3.TOTAL DISTURBED AREA OF CONSTRUCTION = 19.65 AC.
4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT
AREA IF ACCESS IS OFF PAVEMENT.
5.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED FEBRUARY 22, 2023 BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
EROSION CONTROL FABRIC
LEGEND:
OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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UNDERGROUND MEMBER UTILITIES.
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COLORADO
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before you dig.Call
R
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: THE LANDING AT LEMAY
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Straw Wattles *
Inlet Protection *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Concrete Washout Area*
Rock Socks *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 268EROSION CONTROL DETAILSC 302
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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before you dig.Call
R
SF
1 OUTLET PROTECTION
2 CONCRETE WASHOUT AREA
3 TYPICAL ROCK SOCK
4 VEHICLE TRACKING CONTROL PAD
5 SILT FENCE
VTC
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
CWA
AA
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
9 CURB INLET PROTECTION
AT PIPE OUTLET AREAS OF STREAMS AND
DRAINAGE CHANNELS - DETAIL A
IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B
OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C
ANCHOR DETAILS
PERIMETER ANCHOR TRENCH
JOINT ANCHOR TRENCH
INTERMEDIATE ANCHOR TRENCH
OVERLAPPING JOINT
WOOD STAKE DETAIL
MINIMUM THICKNESS 1"
USE 2x4 MATERIAL FOR STAKES
JOINT ANCHOR
TRENCH, TYP.
PERIMETER
ANCHOR
TRENCH, TYP.
TOP OF
CHANNEL BANK
TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF
STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT.
BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION.
STAKING PATTERN SHALL MATCH BLANKET TYPE.
UNDISTURBED
SOIL
TYPE OF BLANKET,
INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING
(MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING
PATTERNS DETAIL ON NEXT SHEET
PERIMETER
ANCHOR TRENCH, TYP.
JOINT ANCHOR TRENCH, TYP.
COMPACTED
SUBGRADE
1
>3
THE BLANKET SHALL
BE EXTENDED TO THE
TOP OF CHANNEL
"D" 6"TOPSOIL"M"
OVERLAPPING JOINT, SEE
DETAIL ON THIS SHEET
STAGGER
OVERLAPS
PERIMETER ANCHOR TRENCH
SEE DETAIL ON THIS SHEET
PER MANUFACTURER SPEC.
OR TYPE 1 STAKING SEE
THE STAKING PATTERN
DETAIL ON NEXT SHEET
BLANKET SHALL BE
100% STRAW MIN.
DIVERSION DITCH
TYPICALLY AT
TOP OF SLOPE
6"TOPSOIL6" MIN.
(TYP.)
3" MIN.
(TYP.)
SINGLE EDGE
EROSION CONTROL
BLANKET (TYP.)
COMPACTED
BACKFILL (TYP.)
STAKE (TYP.)
TWO EDGES OF
TWO ADJACENT
ROLLS
LOOP FROM
MIDDLE OF
ROLL
FLOW 6"
3" MIN. 12"MIN. STAKING PATTERNS
SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S
SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE)
PERIMETER ANCHOR
TRENCH OR JOINT
ANCHOR TRENCH, TYP.
STRAW-COCONUT
COCONUT OR EXCELSIOR
STRAW
ROLL WIDTH
"W" (TYP.)6'3'1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"4'3'2'ECB
EROSION CONTROL BLANKET TYPE
TYPE
STRAW*
STRAW-COCONUT
EXCELSIOR
COCONUT
CONTENT
-
30% MIN.
-
STRAW
CONTENT
100%
-
NETTING MIN.
DOUBLE/NATURAL
100%
-
-
EXCELSIOR
CONTENT
COCONUT --100%
* FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS
DOUBLE/NATURAL
DOUBLE/NATURAL
DOUBLE/NATURAL
MAX.70%
IP
TURF REINFORCEMENT MAT - SCOUR STOP7
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
SI
TI
O
N
M
A
T
S
SOIL
C
O
V
E
R
A
A
CULVERT OUTLET PROTECTION - PLAN VIEW
INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES
MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL.
MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL
EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL
COVER
ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON.
ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY.
MINIMUM 8 ANCHORS PER MAT.
EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS.
PROTECT BARE/ DISTURBED DOWNSTREAM
SOILS FROM EROSION WITH APPROPRIATE
SOIL COVER.
NOTE:
1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT
PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY.
2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT.
TRM
SEEDING TO OCCUR
PRIOR TO INSTALLATION
IP
FL
O
W
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.
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.
1"x 1" WOOD STAKES
18"-24"
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SW
STRAW WATTLE6
8 INLET PROTECTION
10 EROSION CONTROL BLANKET
11 SCOUR STOP TURF REINFORCEMENT
MAT SCHEDULE
RESE
R
V
E
D
F
O
R
FI
N
A
L
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9'
18'
17'
9'
9'
17'
23'
8'
23'
8'
6' SIDEWA
L
K 6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWA
L
K
26'
FL-FL
24'
FL-FL
BUILDING
9
BUILDING
1NORTH LEMAY AVENUE5' SIDEWALK
4
4
6
6
DOG PARK
BUILDING
10 RAINGARDEN B30' W/WW
EASEMENT
30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE 26' EAE
10' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE
26' EAE
30' W/WW
EASEMENT
26' EAE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
DRAINAGE
EASEMENT
4' SIDEWALK
CULVERT
6
7
7
TRASH
ENCLOSURE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENTEXCLUSIONPROPOSED
BARRICADE
PROPOSED
BARRICADE
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
MATCH LINE - SEE SHEET C 401EASEMENTS
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
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 CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
4.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.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL
INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE
AMENITIES.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
12.ALL PRIVATE CURBS TO HAVE CONTROL JOINTS EVERY 10' & BROOM FINISH
VERTICALLY.
13.ALL POSTS FOR PRIVATE ON-SITE SIGNAGE TO HAVE 2" BLACK TUBULAR METAL
POST IN SUBSTITUTION FOR 12 GAUGE TELESPAR POST SHOWN IN DETAIL 806 ON
SHEET C 807.
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
6
7
18" VERTICAL INFLOW CURB & GUTTER
18" FLUSH CURB
30" OUTFALL DRIVE-OVER CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
88
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
CURB CUT
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
X' CONCRETE PAN
9 PAVING PLANC 400
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
MATCH LINE - SEE SHEET C 402
C
4
0
0
C
4
0
1
C
4
0
2
C
4
0
3
/ / / / / / / /F.O.XXX
X
XXX
XXXXXXXX9'
17'
9'
17'
9'
17'
9'
18'
9'
17'6' SIDEWALK6' SIDEWALK6' SIDEWA
L
K
6' SIDEWA
L
K
5' SIDEWA
L
K
6' SIDEWALK5' SIDEWA
L
K
6' SIDEWA
L
K 6' SIDEWALK23'
8'
23'
8'
26'
FL-FL
26'
FL-FL 26' FL-FLBUILDING
1
BUILDING
2
PROPOSED 4'
SIDEWALK CULVERT
6' SIDEWALKNORTH LIN
K
L
A
N
E
CORDOVA ROAD6' SIDEWAL
K
4
4
4
4
DETENTION
POND 1
RAIN
GARDEN
E
BUILDING
3RAINGARDEN BDETENTION
POND 1
30' W/WW
EASEMENT 26' EAE
84' ROW
52' FL-FL
26' EAE
30' W/WW
EASEMENT
14' UTILITYEASEMENT26' EAE
30' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE 30' W/WW
EASEMENT
14' UTILITYEASEMENT26' EAE
30' W/WW
EASEMENT
DRAINAGE
EASEMENT
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENTEXCLUSIONEASEMENTEXCLUSIONDRAINAGE
EASEMENT
7
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
DRAINAGE
EASEMENT7
PROPOSED 4'
SIDEWALK CULVERT
LANDSCAPE
WALL
PROPOSED
BARRICADE
W/WW
EASEMENT
PROPOSED 2'
SIDEWALK CULVERT
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
MATCH LINE - SEE SHEET C 400EASEMENTS
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
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 CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
4.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.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL
INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE
AMENITIES.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
12.ALL PRIVATE CURBS TO HAVE CONTROL JOINTS EVERY 10' & BROOM FINISH
VERTICALLY.
13.ALL POSTS FOR PRIVATE ON-SITE SIGNAGE TO HAVE 2" BLACK TUBULAR METAL
POST IN SUBSTITUTION FOR 12 GAUGE TELESPAR POST SHOWN IN DETAIL 806 ON
SHEET C 807.
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
6
7
18" VERTICAL INFLOW CURB & GUTTER
18" FLUSH CURB
30" OUTFALL DRIVE-OVER CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
88
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
CURB CUT
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
X' CONCRETE PAN
10 PAVING PLANC 401
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
MATCH LINE - SEE SHEET C 403
C
4
0
0
C
4
0
1
C
4
0
2
C
4
0
3
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /23'
8'
8'
23'
23'
8'
9'
17'
9'
17'
19'
9'
17'
9'
9'
18'
9'
18'9'
9'
18'
18'
9'
9'
6' SIDEWAL
K
6' SIDEWAL
K
6' SIDEWALK6' SIDEWALK
5' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWA
L
K
6' SIDEWALK
26' FL-FL26'
FL-FL
26' FL-FL26' FL-FL26'
FL-FL
BUILDING
8
BUILDING
7
BUILDING
5
BUILDING
4
RAIN
GARDEN
ANORTH LEMAY AVENUEEXISTING 10' WALKEXISTING 5' WALK
DUFF DRIVE
6
4
6
4
BUILDING
7
BUILDING
4
9' UTILITY
EASEMENT
10' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE 30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE
30' W/WW
EASEMENT
26' EAE
26' EAE
30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE
26' EAE
30' W/WW
EASEMENT
6
7
7
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
LANDSCAPE
WALL
4 4
7
PROPOSED 4'
SIDEWALK CULVERTEASEMENTEXCLUSIONEASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
PROPOSED 2'
SIDEWALK CULVERT
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
MATCH LINE - SEE SHEET C 403EASEMENTS
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
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 CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
4.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.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL
INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE
AMENITIES.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
12.ALL PRIVATE CURBS TO HAVE CONTROL JOINTS EVERY 10' & BROOM FINISH
VERTICALLY.
13.ALL POSTS FOR PRIVATE ON-SITE SIGNAGE TO HAVE 2" BLACK TUBULAR METAL
POST IN SUBSTITUTION FOR 12 GAUGE TELESPAR POST SHOWN IN DETAIL 806 ON
SHEET C 807.
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
6
7
18" VERTICAL INFLOW CURB & GUTTER
18" FLUSH CURB
30" OUTFALL DRIVE-OVER CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
88
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
CURB CUT
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
X' CONCRETE PAN
11 PAVING PLANC 402
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
MATCH LINE - SEE SHEET C 400
C
4
0
0
C
4
0
1
C
4
0
2
C
4
0
3
18'
9'
18'
18'
9'18'
9'
9'
17'
17'
9'
9'
9'
9'
18'
9'
20'
9'
17'
6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWAL
K
6' SIDEWA
L
K
6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK26' FL-FL26'
FL-FL
24'
FL-FL
BUILDING
5
DETENTION
POND 2
RAIN
GARDEN
C
CORDOVA ROAD4
4
4 4
4
4
DUFF DRIVE
RAIN
GARDEN D
BUILDING
6
DETENTION
POND 2
9' UTILITY
EASEMENT 14' UTILITYEASEMENT14' UTILITYEASEMENT26' EAE
26' EAE
30' W/WW
EASEMENT
26' EAE
84' ROW
52' FL-FL
26' EAE
7
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
7
DRAINAGE
EASEMENT
LANDSCAPE
WALL
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENTEXCLUSION8
4
4
4
DRAINAGE
EASEMENT
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
MATCH LINE - SEE SHEET C 402EASEMENTS
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED LOT LINE
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
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 CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
4.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.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL
INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE
AMENITIES.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
12.ALL PRIVATE CURBS TO HAVE CONTROL JOINTS EVERY 10' & BROOM FINISH
VERTICALLY.
13.ALL POSTS FOR PRIVATE ON-SITE SIGNAGE TO HAVE 2" BLACK TUBULAR METAL
POST IN SUBSTITUTION FOR 12 GAUGE TELESPAR POST SHOWN IN DETAIL 806 ON
SHEET C 807.
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
6
7
18" VERTICAL INFLOW CURB & GUTTER
18" FLUSH CURB
30" OUTFALL DRIVE-OVER CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
88
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
CURB CUT
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
X' CONCRETE PAN
12 PAVING PLANC 403
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
MATCH LINE - SEE SHEET C 401
C
4
0
0
C
4
0
1
C
4
0
2
C
4
0
3
FDC
FDCUDUDUDUDUD
UD
FDCUDUDUDUDUDUD
UD
UD
UD
UD
UD
UDFDCFDC FDCFDCFDCFDC
FDC
TEST
STA
VAUL
T
ELEC
TEST
STA
V.P.STVAUL
T
ELEC
ELEC
ELEC
F.O.
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC XX
XX
XXXXXSTST
ST/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /DUFF DR
N LINK LN
NORTH LEMAY AVENUEDUFF DRIVE CORDOVA ROADLINK LANE
PROPOSED
POND OUTFALL
CONNECT TO
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
PROPOSED
POND OUTLET
STRUCTURE
PROPOSED
POND OUTLET
STRUCTURE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
BUILDING
10
BUILDING
9
BUILDING
8
BUILDING
7
BUILDING
5
BUILDING
4
BUILDING
1
BUILDING
2
BUILDING
3
DETENTION
POND 2
RAIN
GARDEN
A
RAIN
GARDEN
B RAIN
GARDEN
E
RAIN
GARDEN
C DETENTIONPOND 1EXISTING
STORM DRAIN
BUILDING
6
RAIN
GARDEN
D
PROPOSED
STORM DRAIN
FFE=47.24
FFE=47.81
FFE=48.07
FFE=47.53
FFE=47.23
FFE=45.50
FFE=44.80
FFE=44.86
FFE=46.39
FFE=44.91
PROPOSED
STORM DRAIN
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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
1ROOF DRAIN DOWN SPOUTS
LEGEND:
PROPOSED GRADE BREAK
13 OVERALL GRADING PLANC 500
C
5
0
1
C
5
0
2
C
5
0
3
C
5
0
4
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
UDUDUDUDFDCFDCFDC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWAL
K 6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWA
L
K
4
7
.
1
4
47.1447.14
47.14
4
6
.
5
7
4
6
.
5
7 46.574
6
.
5
7
4
5
.
7
2
4
5
.
7
2
4
5
.
7
2
47.40
6' SIDEWAL
K
5' SIDEWALK
4
6
.
1
0
46.114
6
.
0
9
4
6
.
6
4
47.10
46.5146.45
45.8244.0743.88
44.8445.72
45.42
43.72 44.8445.23
FFE=47.24
FFE=47.81
FFE=46.39
BUILDING 9
BUILDING 10
BUILDING 145.8445.644
6
.
6
4
4
7
.
3
7
4
7
.
0
6
43.444
6
.
0
3
4
4
.
9
7 44.81
30' W/WW
EASEMENT
30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE 26' EAE
10' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE
26' EAE
30' W/WW
EASEMENT
26' EAE
26'
FL-FL
24'
FL-FLNORTH LEMAY AVENUEDOG PARK
RAINGARDEN B41.55 41.5541.5546.324
5
.
7
3
45.65
46.6047.064
7
.
7
0
47.4948.104
8
.
2
342.9843.614
3
.
7
3
4
3
.
7
3 44.0944.5045.260.5%0.5%0.5%2.0%0.6%0.6%2.2%0.6%
0.6%
2.0%
2.0%0.6%2.0%0.6%
0.5%1.5%1.8%0.6%0.6%0.5%
2.2%
3.3%0.6%1.3%2.0%
1.9%
1.1%0.6%3.8%PROPOSED
STORM DRAIN
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
TRASH
ENCLOSURE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENTEXCLUSIONEXISTING
LANDSCAPE WALL
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
2' PANPROPOSED 2'
SIDEWALK
CHASE
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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
1ROOF DRAIN DOWN SPOUTS
LEGEND:
PROPOSED GRADE BREAK
14 GRADING PLANC 501
C
5
0
1
C
5
0
2
C
5
0
3
C
5
0
4
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
RMATCH LINE - SEE SHEET C 502MATCH LINE - SEE SHEET C 503
FDCUDUDUDUD
UDUDUDUDUD
UD
UD
UD FDCFDCF.O.XXX
X
XXX
XXXXXXXX/ / / / / / / /6' SIDEWALK6' SIDEWALK6' SIDEWAL
K
5' SIDEWAL
K
6' SIDEWALK5' SIDEWA
L
K
6' SIDEWA
L
K 6' SIDEWALK45.724
5
.
7
2
4
4
.
1
944.194
4
.
1
9
44.1944.244
4
.
2
4
4
4
.
2
4 44.2442.3242.71
44.1244.2244.37
44.30
43.72
43.78
44.00
44.02
4
3
.
6
1
43.55
43.8142.254
4
.
8
4
41.03
4
1
.
0
2
43.02 42.0945.23
4
2
.
5
8
4
2
.
3
242.2740.8142.184
1
.
9
0
42.95
FFE=46.39
FFE=46.39
FFE=44.91
FFE=44.86
BUILDING 2
BUILDING 1
BUILDING 1
BUILDING 9
4
0
.
6
8
41.8543.4436.33
42.50
30' W/WW
EASEMENT 26' EAE
84' ROW
52' FL-FL
26' EAE
30' W/WW
EASEMENT
26' EAE
30' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE 30' W/WW
EASEMENT
26' EAE
30' W/WW
EASEMENT
26'
FL-FL 26' FL-FL84' ROW
52' FL-FL
14' UTILITYEASEMENT14' UTILITYEASEMENTLINK LANE
RAIN
GARDEN
ERAINGARDEN BDETENTION
POND 1 CORDOVA ROAD14' UTILITYEASEMENT14' UTILITYEASEMENT41.55 41.5541.55
1.1%
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENTEXCLUSIONEASEMENTEXCLUSIONDRAINAGE
EASEMENT
EASEMENT
EXCLUSION
PROPOSED 4'
SIDEWALK CULVERT
LANDSCAPE
WALL
1.1%
0.6%0.6%1.0%
0.6%0.6%0.6%
2.0%0.6%0.6%0.6%1.8%2.0%
0.6%0.6%0.5%0.7%1.0%2.7%
40.50
43.00
3
7
.
4
6
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
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
1ROOF DRAIN DOWN SPOUTS
LEGEND:
PROPOSED GRADE BREAK
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
15 GRADING PLANC 502
C
5
0
1
C
5
0
2
C
5
0
3
C
5
0
4
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
RMATCH LINE - SEE SHEET C 501MATCH LINE - SEE SHEET C 504
FDCFDCUDUDUDUDFDCFDC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /NORTH LEMAY AVENUE6' SIDEWAL
K
6' SIDEWA
L
K
6' SIDEWALK6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWA
L
K
6' SIDEWALK
47.14
4
7
.
4
0
47.40
47.4047.4044.8344.834
4
.
8
3
4
4
.
8
3
46.5646.5648.0047.99
48.00
46.86
46.8646.864
6
.
8
6
43.72
47.4146.87
46.85
46.27
45.53 45.0645.144
5
.
6
2
4
5
.
6
0
45.11
44.83
44.68
4
3
.
9
444.1246.30
4
6
.
3
9
47.3447.4147.57
47.864
7
.
4
2
47.36
46.9846.1746.2746.7446.75
4
5
.
8
1
45.67
45.70 44.30
FFE=48.07
FFE=47.53
FFE=45.50
FFE=47.23
BUILDING 8
CLUBHOUSE
BUILDING 7
BUILDING 5
BUILDING 4
6' SIDEWALK48.35
48.23
47.67
47.2946.82
46.70
5' SIDEWALK 43.4446.0344.9744.81
10' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE
30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE
30' W/WW
EASEMENT
26' EAE
26' EAE
30' W/WW
EASEMENT
30' W/WW
EASEMENT 26' EAE
26' EAE
30' W/WW
EASEMENT
26'
FL-FL
26' FL-FL26' FL-FL26'
FL-FL
EXISTING 5' WALK
9' UTILITY
EASEMENT
DUFF DRIVE
RAIN
GARDEN A
9' UTILITY
EASEMENT48.234
2
.
9
8
2.0%0.6%
0.5%1.8%EXISTING
STORM
DRAIN
PROPOSED
STORM DRAIN
EASEMENT
EXCLUSION
LANDSCAPE
WALL
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 4'
SIDEWALK CULVERTEASEMENTEXCLUSIONEASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
PROPOSED 2'
CONCRETE PAN
0.5%0.9%
0.5%0.6%0.6%
0.6%
1.2%0.6%2.0%2.0%0.6%0.6%2.0%0.6%0.6%2.0%0.6%0.7%1.7%
2.0%1.5%0.7%2.0%2.0%4
5
.
7
9
44.89
0.6%0.7%0.5%41.1046.86
46.73
48.18
48.06
45.58
44.15 4
4
.
0
1
41.2141.8942.644
5
.
1
7
4
3
.
5
8
4
3
.
5
8
4
3
.
5
8
4
3
.
5
8 CLUBHOUSEFFE=48.00
FFE=46.37SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
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
1ROOF DRAIN DOWN SPOUTS
LEGEND:
PROPOSED GRADE BREAK
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
16 GRADING PLANC 503
C
5
0
1
C
5
0
2
C
5
0
3
C
5
0
4
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
RMATCH LINE - SEE SHEET C 504MATCH LINE - SEE SHEET C 501
UDUDUDUDUDUD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UDUDFDCFDC
STS
T
ST
ST
ST
6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWAL
K
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK44.833
5
.
8
845.1944.134
4
.
1
3
4
4
.
1
344.1344.1943.78
44.68
4
3
.
9
4
4
4
.
1
2
44.874
5
.
6
3
4
4
.
5
6
4
4
.
1
5
4
2
.
8
4
43.5242.84
4
3
.
9
4
43.32
43.2743.11
42.01
41.574
2
.
0
2
42.70
42.16
3
7
.
9
243.594
2
.
8
1
42.95
44.3043.97FFE=47.23
FFE=44.80
BUILDING 5
BUILDING 643.4436.33
4
3
.
4
2
4
3
.
3
7 43.284
2
.
9
4
42.94
43.59
43.69
42.50
41.85
26' EAE
26' EAE
30' W/WW
EASEMENT
26' EAE
84' ROW
52' FL-FL
26' EAE 6' SIDEWALK6' SIDEWALK26' FL-FL26'
FL-FL
RAIN
GARDEN
C
DUFF DRIVE
9' UTILITY
EASEMENT 14' UTILITYEASEMENT14' UTILITYEASEMENT26' EAE
84' ROW
52' FL-FL
DUFF DRIVE
RAIN
GARDEN D
DETENTION
POND 2 CORDOVA ROAD9' UTILITY
EASEMENT 14' UTILITYEASEMENT14' UTILITYEASEMENTEXISTING
STORM DRAIN
PROPOSED
POND OUTLET
PROPOSED 2'
CONCRETE PAN
EXISTING
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED POND
OUTLET STRUCTURE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
DRAINAGE
EASEMENT
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENTEXCLUSION0.6%0.6%2.0%0.6%0.6%2.0%0.6%0.6%0.7%0.5%0.5%0.6%2.0%0.6%0.6%2.0%0.6%
0.6%
1.1%
40.50
43.00
PROPOSED
LANDSCAPE WALL
4
4
.
0
1
3
4
.
9
7
3
5
.
0
2
3
5
.
8
0
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
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
1ROOF DRAIN DOWN SPOUTS
LEGEND:
PROPOSED GRADE BREAK
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
17 GRADING PLANC 504
C
5
0
1
C
5
0
2
C
5
0
3
C
5
0
4
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
RMATCH LINE - SEE SHEET C 503MATCH LINE - SEE SHEET C 502
UDUDUD UD UD UDTESTSTA
VAULTELECST
ELECF.O
.
X
X
XXXXXXXXSTSTSTST/ / / / / / / /6' SIDEWALK
PROPOSED
POND OUTFALL
PROPOSED
STORM DRAIN
84' ROW52' FL-FL6' SIDEWALK
6' SIDEW
A
L
K
6' SIDEWA
L
K
PROPOSED
STORM DRAIN
PROPOSED 2'
SIDEWALK CULVERTS
14' UTILITY
EASEMENT
14' UTILITY
EASEMENT
DETENTION
POND 1
PROPOSED
STORM DRAIN
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED
STRIPING (TYP.)PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
CORDOVA
ROAD 5' SIDEWALKCORDOV
A
R
O
A
D
DUFF DRIVEEXISTING
STORM DRAIN
LINK LANEPROPOSED
BARRICADE (TYP.)
RAIN
GARDEN E
PROPOSED 4'
SIDEWALK CULVERT
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+504943.184943.644943.274942.774943.004943.044942.494942.434943.324943.454943.584943.634943.554943.414943.144943.004942.864942.744942.774942.864943.114943.164943.134942.904942.764942.624942.384942.334942.354942.570.55%-0.55%0.55%-0.55%0.55%PVI STA = 10+00.00PVI ELEV = 4943.1895.0' VC
HP ELEV = 4943.65
HP STA = 11+08.61
PVI STA = 11+08.62
PVI ELEV = 4943.78
BVCS: 10+61.12BVCE: 4943.51EVCS: 11+56.12EVCE: 4943.51A.D. = 1.10
K = 86.36
95.0' VC
HP ELEV = 4943.16
HP STA = 14+53.39
PVI STA = 14+53.39
PVI ELEV = 4943.29
BVCS: 14+05.89BVCE: 4943.03EVCS: 15+00.89EVCE: 4943.03A.D. = 1.10
K = 86.36
110.0' VC
LP ELEV = 4942.74
LP STA = 13+24.97
PVI STA = 13+24.97
PVI ELEV = 4942.59
BCVS: 12+69.97BVCE: 4942.89ECVS: 13+79.97EVCE: 4942.89A.D. = 1.10
K = 99.99
110.0' VC
LP ELEV = 4942.33
LP STA = 16+55.19
PVI STA = 16+55.19
PVI ELEV = 4942.18
BCVS: 16+00.19BVCE: 4942.48ECVS: 17+10.19EVCE: 4942.48A.D. = 1.10
K = 100.00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
BEGIN CONSTRUCTION
ELEVATION PER
CAPSTONE COTTAGES
NORTH
CENTERLINE
CORDOVA ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCHSTA17+50( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
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
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 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
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.STAMATCH LINESEE SHEET17+50C 511CALL 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
18 PLAN & PROFILECORDOVA ROADC 510C 510C 511
E
L
E
CF.O.X XXXXXXXXXXXXXX/ / / / / / / /PROPOSED
BARRICADE (TYP.)LINK LANECORDOVA ROAD84' ROW52' FL-FLFUTURE 6'
S
I
D
E
W
A
L
K
FUTURE
14' UTILITY
E
A
S
E
M
E
N
T
FUTURE
STRIPING (TYP.)
FUTURE 30" VERTICAL
CURB & GUTTER
FUTURE 6'
S
I
D
E
W
A
L
K
FUTURE
14' UTILITY
E
A
S
E
M
E
N
T
FUTURE 30" VERTICAL
CURB & GUTTER
4930
4935
4940
4945
4950
4955
4930
4935
4940
4945
4950
4955
17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+504943.024942.474941.924941.374940.854940.974943.104943.144943.124942.894942.754942.614942.344942.204942.064941.794941.654941.514941.244941.104940.964940.794940.794940.854941.104941.24-0.55%
0.55%PVI STA = 18+06.52PVI ELEV = 4943.01PVI STA = 24+59.22PVI ELEV = 4941.2995.0' VC
HP ELEV = 4943.15
HP STA = 18+54.02
PVI STA = 18+54.02
PVI ELEV = 4943.28
BVCS: 18+06.52BVCE: 4943.01EVCS: 19+01.52EVCE: 4943.01A.D. = 1.10
K = 86.36
120.0' VC
LOW PT ELEV = 4940.78
LOW PT STA = 23+36.88
PVI STA = 23+36.88
PVI ELEV = 4940.62
BVCS: 22+76.88BVCE: 4940.95EVCS: 23+96.88EVCE: 4940.95A.D. = 1.10
K = 109.09
FUTURE
GRADE
END CONSTRUCTION
EXISTING
GROUND
NORTH
CENTERLINE
CORDOVA ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCHSTA17+50( IN FEET )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
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
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 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
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
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
RSTAMATCH LINESEE SHEET17+50C 510C 510C 51119 PLAN & PROFILECORDOVA ROADC 511
GGGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WW F EE
E
E
F
FTTTTEETTE E TTE E E E E E E E
G G G G G G G G G G G G G G G G G GEEEEEEEE E EEEEEEEEEEEEEEEEEE
E
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TSEEEEEEE EEEEEEEEEEE EE
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HY DTEST
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STA
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H2O
V.P.STHY DW
VAUL
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ELEC
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S
F.O.
W
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
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VAUL
T
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VAUL
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VAUL
T
ELEC
VAUL
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XXSS
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XXXXXWWWEW W W W W W W W W W W W W W W W W W EW
WW GGEEEG G
WWEFOWEEEEEEEEEEEEEEEEEEEEE24" 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" WSTST
ST
SS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /NORTH LEMAY AVENUEDUFF DRIVE CORDOVA ROADLINK LANE
PROPOSED 8" PVC
SANITARY SEWER
(BOXELDER)
EXISTING 10"
SANITARY SEWER
(BOXELDER)
EXISTING
WATER
(ELCO)
CONNECT TO
EXISTING
WATER LINE
CONNECT TO
EXISTING SANITARY
SEWER MANHOLE
4' SANITARY
MANHOLE (TYP.)
EXISTING
12" WATER
(ELCO)
EXISTING
24" WATER
(NWCWD)
CONNECT TO
EXISTING WATERLINE
EXISTING
ELECTRIC
EXISTING
STREET LIGHT
(TYP.)
PROPOSED
POND OUTFALL
CONNECT TO
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
GAS LINE
EXISTING FH
EXISTING
12" WATER
(ELCO)
CONNECT TO
EXISTING WATERLINE
PROPOSED
POND OUTLET
STRUCTURE
PROPOSED
POND OUTLET
STRUCTURE
TRANSFORMER
(TYP.)
EXISTING 8"
SANITARY SEWER
(BOXELDER)
CONNECT TO
EXISTING SANITARY
SEWER MANHOLE
PROPOSED 8" PVC
SANITARY SEWER
(BOXELDER)
PROPOSED 8" PVC
SANITARY SEWER
(BOXELDER)
PROPOSED
8" WATER
(ELCO)
PROPOSED
12" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
PROPOSED
8" WATER
(ELCO)
EXISTING FH
TEMPORARY FH
TEMPORARY FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
EXISTING FH
PROPOSED FH
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
SANITARY
SEWER
SERVICE
(TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
BUILDING
10
BUILDING
9
BUILDING
8
BUILDING
7
BUILDING
5
BUILDING
4
BUILDING
1
BUILDING
2
BUILDING
3
DETENTION
POND 2
RAIN
GARDEN
A
RAIN
GARDEN
B RAIN
GARDEN
E
RAIN
GARDEN
C DETENTIONPOND 1PROPOSED FH
BUILDING
6
EXISTING
STORM DRAIN
PROPOSED WATER
METER (TYP.)
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,
LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5' - 5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
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
20 OVERALL UTILITY PLANC 600
C
6
0
1
C
6
0
2
C
6
0
3
C
6
0
4
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
GGGGGGGGGGGGGGGG
G
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E
E
E EEEEEEEEEEE EEE
FDCW
G
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G
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ELECEEEEEEEEE EEEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /NORTH LEMAY AVENUESSMH B4
SSMH B5
SSMH B3
SSMH B3-1
DOG PARK
PROPOSED TRASH
ENCLOSURE
PROPOSED 8"
PVC WATER
PROPOSED 8"
PVC SANITARY
SEWER
PROPOSED
SANITARY SEWER
MH (TYP.)
BUILDING
10
BUILDING
1
BUILDING
9
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
STORM DRAIN
PROPOSED
WATER METER
PROPOSED
FIRE SERVICE
PROPOSED
WATER SERVICE RAINGARDEN BPROPOSED
SANITARY SEWER
SERVICE
PROPOSED
SANITARY SEWER
SERVICE
PROPOSED
TRANSFORMER
PROPOSED
FIRE SERVICE
PROPOSED
WATER SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
WATER SERVICE
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
FIRE HYDRANT
PROPOSED
TEMPORARY
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED 8"
PVC WATER
PROPOSED 8"
PVC WATER
PROPOSED 8"
PVC WATER
PROPOSED
WATER METER
PROPOSED
WATER METER
30' W/WW
EASEMENT
30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE 26' EAE
10' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE
26' EAE
PROPOSED
PROPOSED
ELECTRIC VAULT
PROPOSED 8"
PVC WATER
30' W/WW
EASEMENT
26' EAE
PROPOSED SANITARY
SEWER SERVICE
PROPOSED
WATER SERVICE
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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 EAST LARIMER COUNTY WATER DISTRICT,
LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5' - 5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
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
C
6
0
1
C
6
0
2
C
6
0
3
C
6
0
4
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICTMATCH LINE - SEE SHEET C 602MATCH LINE - SEE SHEET C 603
21 UTILITY PLANC 601
G
G
G
G
G
G
G
G
G
G
G
G
G
G
12" W12" W12" W12" W12" W12" W12" W12" W12" WEE
E
E
E
E
E
TEEEEEEEEEEEEEEE
E
E
TVAULTELECEEFDC
GGGGGGGGGGGGG
G
G
G
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GGGGGEE
E
E
E
E
E
WFGGGGUDUDUDUDS
UDUDUDUDUD
UD
UD
UD
E
E
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E
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E
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G
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ELEC
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S
F.O.XXX
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SS
SS
SS
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XXXXXXXXW
W
WW GGGEEEEE/ / / / / / / /LINK LANE
SSMH B2-2
SSMH B2-3
SSMH B2-1
SSMH B2-1.1
SSMH B2
EX SSMH B
PROPOSED 10"
PVC SANITARY
SEWER
PROPOSED 8"
PVC WATER
EXISTING 10"
SANITARY SEWER
EXISTING
ELECTRIC
EXISTING FIRE
HYDRANT
PROPOSED 8"
PVC SANITARY
SEWER
EXISTING
GAS LINE
EXISTING
WATER METER
RAIN
GARDEN
E
CONNECT TO
EXISTING WATER
BUILDING
3
BUILDING
2
BUILDING
1
PROPOSED
FIRE HYDRANT
PROPOSED
TEMPORARY
FIRE HYDRANT
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
FIRE HYDRANT
PROPOSED 2'
CONCRETE PAN
PROPOSED 12"
PVC WATER
PROPOSED
FIRE SERVICE
PROPOSED
SANITARY SERVICE
PROPOSED
WATER SERVICERAINGARDEN BDETENTION
POND 1
PROPOSED
FIRE HYDRANT
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED
WATER METER
PROPOSED
TRANSFORMER
PROPOSED
FIRE SERVICE
PROPOSED
WATER SERVICE
PROPOSED
TRANSFORMER
PROPOSED POND
OUTLET STRUCTURE
CONNECT TO
EXISTING SSMH
PROPOSED
SANITARY
SEWER
SERVICE
PROPOSED
SANITARY
SEWER
SERVICE
PROPOSED
WATER METER
PROPOSED
FIRE HYDRANT
PROPOSED 8"
PVC WATER
CORDOVA ROAD30' W/WW
EASEMENT 26' EAE
PROPOSED PVC
12" WATER
84' ROW
52' FL-FL
26' EAE
30' W/WW
EASEMENT
14' UTILITYEASEMENT26' EAE
30' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE 30' W/WW
EASEMENT
14' UTILITYEASEMENT26' EAE
EXISTING
ELECTRIC VAULT
30' W/WW
EASEMENT
PROPOSED
ELECTRIC VAULT
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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 EAST LARIMER COUNTY WATER DISTRICT,
LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5' - 5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
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
C
6
0
1
C
6
0
2
C
6
0
3
C
6
0
4
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICTMATCH LINE - SEE SHEET C 601MATCH LINE - SEE SHEET C 604
22 UTILITY PLANC 602
GGGGGGGGGGGGGGW F TE
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W W
WW WW W W W W W W W W W W W W W W W WEEEEEEEEEEEEEEEE
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /NORTH LEMAY AVEDUFF DRIVE
SSMH A5-1
SSMH A6
SSMH A7
SSMH A5
PROPOSED 8"
PVC SANITARY
SEWER
PROPOSED 8"
PVC WATER
EXISTING
ELECTRIC
EXISTING
12" WATER
EXISTING
24" WATER
(NWCWD)
EXISTING
STORM
DRAIN
RAIN
GARDEN A
BUILDING
8
PROPOSED
STORM DRAIN
PROPOSED SANITARY
SEWER SERVICE
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE SERVICE
PROPOSED
WATER SERVICE
PROPOSED
FIRE HYDRANT
WATER SERVICE
BUILDING
7
BUILDING
5
BUILDING
4
PROPOSED 8"
PVC WATER
PROPOSED SANITARY
SEWER SERVICE
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
WATER METER
PROPOSED
WATER METER
PROPOSED
WATER METER
PROPOSED
WATER METER
PROPOSED
WATER METER
PROPOSED
FIRE SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
FIRE HYDRANT
PROPOSED
WATER SERVICE
PROPOSED SANITARY
SEWER SERVICES
PROPOSED
WATER SERVICE
PROPOSED
WATER SERVICEPROPOSED
WATER SERVICE
CONNECT TO
EXISTING WATER
CONNECT TO
EXISTING WATER
PROPOSED 8"
PVC WATER
PROPOSED 8"
PVC WATER
PROPOSED SANITARY
SEWER SERVICE
9' UTILITY
EASEMENT
10' W/WW
EASEMENT
26' EAE
26' EAE
26' EAE
30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE
30' W/WW
EASEMENT
26' EAE
26' EAE
30' W/WW
EASEMENT
30' W/WW
EASEMENT 26' EAE
26' EAE
30' W/WW
EASEMENT
PROPOSED
ELECTRIC VAULT
PROPOSED
ELECTRIC VAULT
PROPOSED SANITARY
SEWER SERVICE
26' EAE
30' W/WW
EASEMENT
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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 EAST LARIMER COUNTY WATER DISTRICT,
LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5' - 5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
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
C
6
0
1
C
6
0
2
C
6
0
3
C
6
0
4
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICTMATCH LINE - SEE SHEET C 604MATCH LINE - SEE SHEET C 601
23 UTILITY PLANC 603
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WFEE TE
E E
G G G G G G G G G G G G G
E E E E E E E E E E E E E EEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGG G G
G
G
G
GEE E E UDUDUDUDUDUD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UDUDFDCFDC
S
E EEEEEEEESEWGG G G G G G G GG
E E E E E E E E
EG
EEG
G
G
G
G
G
G
G
S
HY DTEST
STAH2O
VAUL
T
ELEC
STWWWWWWWEWWWWWWWWWWWWEEG G G G
WWWEFOFOWWW24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
24" WS
T
ST
ST
ST
SS SS
DUFF DRIVE
SSMH A3
SSMH A4
SSMH A2
SSMH A1
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8"
PVC WATER
PROPOSED
SANITARY
SEWER MH (TYP.)
PROPOSED
POND OUTLET
STRUCTURE
EXISTING
12" WATER
EXISTING
24" WATER
(NWCWD)
EXISTING
GAS LINERAINGARDEN CPROPOSED 2'
CONCRETE PAN
RAIN
GARDEN D
EXISTING
WATER METEREXISTING
FIBER OPTIC
EXISTING FIRE
HYDRANT
CONNECT TO
EXISTING
WATER
BUILDING
6
PROPOSED
FIRE SERVICE
PROPOSED SANITARY
SEWER SERVICE
PROPOSED
STORM DRAIN
PROPOSED
FIRE HYDRANT
PROPOSED
STORM DRAIN
PROPOSED 12"
PVC WATER
PROPOSED 8"
PVC SANITARY
SEWER
DETENTION
POND 2
PROPOSED POND
OUTLET STRUCTURE
BUILDING
5
EXISTING
12" WATER
PROPOSED
FIRE HYDRANT PROPOSED
WATER METER
PROPOSED
TRANSFORMER
PROPOSED
WATER METER
PROPOSED
WATER SERVICE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
FIRE HYDRANT
PROPOSED SANITARY
SEWER SERVICE
CORDOVA ROADCONNECT TO
EXISTING SSMH
EXISTING 8"
SANITARY SEWER
EXISTING
ELECTRIC VAULT
9' UTILITY
EASEMENT 14' UTILITYEASEMENT14' UTILITYEASEMENT26' EAE
30' W/WW
EASEMENT
26' EAE
26' EAE
30' W/WW
EASEMENT
30' W/WW
EASEMENT
26' EAE
84' ROW
52' FL-FL
26' EAE
PROPOSED
ELECTRIC
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
KEYMAPHYDTESTSTAH2O
HY D
TESTSTA
V.P.
HY DW
ELEC
ELECF.O.
NORTH
( IN FEET )
1 inch = ft.
Feet0####
##
####
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 EAST LARIMER COUNTY WATER DISTRICT,
LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5' - 5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
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
C
6
0
1
C
6
0
2
C
6
0
3
C
6
0
4
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICTMATCH LINE - SEE SHEET C 603MATCH LINE - SEE SHEET C 602
24 UTILITY PLANC 604
V.P.XX XXXXXXXXX
X
X XXXXXX
X
X
X
X
X
X
X
X
X
X
X
XXXXNORTH LEMAY AVENUEDUFF DRIVE
LINK LANE
H2
8.81ac
H1
14.19 ac.
H3
4.37ac
O1
0.82ac
H1
H2
H3
O1
CORDOVAROADEXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EAST
VI
N
E
D
RI
V
E
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
NORTH
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
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 PRELIMINARY DRAINAGE REPORT, DATED FEBRUARY 22, 2023 BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
25 DRAINAGE EXHIBITHISTORICC 700
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING DRAINAGE SUMMARY
Design
Point Basin ID
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
h1 H1 14.187 0.20 0.25 11.64 11.64 5.93 25.86
h2 H2 8.811 0.20 0.25 12.87 12.87 3.55 15.51
h3 H3 4.371 0.20 0.25 13.19 13.19 1.73 7.56
o1 O1 0.816 0.20 0.25 11.39 11.39 0.35 1.51
FDC
FDCUDUDUDUDUD
UD
FDCUDUDUDUDUDUD
UD
UD
UD
UD
UD
UDFDCFDC FDCFDCFDCFDC
FDC
TEST
STA
TEST
STA
V.P.STF.O.XX
XXXXXX
XXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /NORTH LEMAY AVENUEDUFF DRIVE CORDOVA ROADLINK LANE
A
2.47 ac
B
3.19 ac
D
4.85 ac
C
3.96 ac
E
2.86 ac
F
0.12 ac
G
0.15 ac
H
0.31 ac
I
0.45 ac
J
0.35 ac
K
0.49 ac
OS1
0.74 ac
OS2
0.91 ac
DETENTION
POND 2
RAIN
GARDEN A
RAIN
GARDEN D
RAIN
GARDEN C
RAIN
GARDEN E
DETENTION
POND 1
RAIN
GARDEN B
PROPOSED
STORM DRAIN
PROPOSED
POND OUTFALL
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
DOG PARK
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE
PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
C
D
E
B
A
F G
H I
J
K
OS1
OS2
POND OUTLET
STRUCTURE
POND OUTLET
STRUCTURE
SheetTHE LANDING AT LEMAYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 26
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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 PRELIMINARY DRAINAGE REPORT, DATED FEBRUARY 22, 2023 BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
26 DRAINAGE EXHIBITC 701
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
Rational Flow Summary | Developed Basin Flow Rates
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
A 2.47 5.0 5.0 0.85 1.00 5.99 24.58
B 3.19 5.0 5.0 0.85 1.00 7.72 31.71
C 3.96 5.0 5.0 0.85 1.00 9.58 39.35
D 4.85 5.0 5.0 0.85 1.00 11.75 48.27
E 2.86 5.0 5.0 0.85 1.00 6.93 28.46
F 0.12 5.0 5.0 0.76 0.95 0.26 1.13
G 0.15 9.8 9.8 0.62 0.78 0.21 0.92
H 0.31 5.0 5.0 0.85 1.00 0.76 3.13
I 0.45 5.0 5.0 0.76 0.95 0.26 1.13
J 0.35 5.0 5.0 0.78 0.98 0.27 1.17
K 0.49 5.0 5.0 0.76 0.95 0.76 3.13