HomeMy WebLinkAboutKECHTER TOWNHOMES - FDP210002 - - UTILITY PLANSKECHTER RD
FOSSIL CREEK RESERVOIR
PROJECT
LOCATION
I-25 // US 87E HARMONY RD
STRAUSS CABIN RDZIEGLER RDROCK CREEK DR
16'
7'
PARK
TRAVEL
7'
PARK
7'
(MIN.)
PKWY
30' ROADWAY
53' ROW
(MIN)
WALK
4.5'
6'.5 Min. Fence Setback
UTIL.
ESMT.
9'
9'UTIL.
ESMT.
(MIN.)
PKWY
7'
WALK
(MIN)
4.5'
CS1 COVER STEET1
JULY 2020 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
KECHTER TOWNHOMES
PROJECT TEAM:
Ripley Design, Inc
Russell Lee
419 Canyon Avenue, Suite 200
Fort Collins, Colorado 80521
(970) 224.5828
TWG
Ryan Kelly, Acquisitions Director
1301 East Washington Street, Ste 100
Indianapolis, IN 46202
(317)559-7009
Northern Engineering Services, Inc.
Andy Reese
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
TYPICAL SECTIONS
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 - 4 EX1 - EX2 EXISTING CONDITIONS & DEMOLITION PLAN
5 - 6 PV1 - PV2 PAVING PLAN
UTILITY SHEETS
7 OU1 OVERALL UTILITY PLAN
8 - 9 U1 - U2 UTILITY PLAN
10 - 11 SS1 - SS2 SANITARY SEWER PLAN & PROFILE
12 - 14 ST1 - ST3 STORM SEWER PLAN & PROFILE
15 - 17 WT1 - WT3 WATER MAIN PLAN & PROFILE
GRADING SHEETS
18 OG1 OVERALL GRADING PLAN
19 - 20 G1 - G2 GRADING PLAN
ROADWAY SHEETS
21 R1 WHEELHOUSE WAY & LOGGERS LANE PLAN & PROFILE
22 R2 CACTUS CURVE & CACTUS CURVE PLAN & PROFILE
23 R3 QUASAR WAY PLAN & PROFILE
24 R4 KECHTER ROAD RE-STRIPING PLAN
DETAIL SHEETS
25 - 26 D1 - D2 SITE DETAILS
27 - 28 D3 - D4 UTILITY DETAILS
29 - 30 D5 - D6 DRAINAGE DETAILS
DRAINAGE SHEETS
31 EC1 OVERALL EROSION CONTROL PLAN
32 - 33 EC2 - EC3 EROSION CONTROL PLAN
34 EC4 EROSION CONTROL DETAILS
35 DR1 DRAINAGE EXHIBIT
UTILITY PLANS FOR
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------Fort Collins Loveland Water----------Chris Pletcher (970) 226-3104
WASTEWATER--South Fort Collins Sanitation --------Chris Pletcher (970) 226-3104
STORMWATER-City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418
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
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Design Studio
Aldo Sebben
1350 Pine Street, Suite 6
Boulder, Colorado 80302
(303) 250.9525
ARCHITECT
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:
BENCHMARK #1:
City of Fort Collins Benchmark 2-03
Location: South side Kechter Road approximately 0.6 miles west of Strauss Cabin Road on
the east end of the south parapet wall of the bridge over the Dixon Canyon Lateral.
Elevation= 4898.14 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark 13-13
Location: On the west side of Strauss Cabin Road, approximately 90-ft south of Kechter
Road, on the northwest corner of a storm inlet.
Elevation= 4887.05 (NAVD88)
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
South line of the Southeast Quarter of Section 4-6-68 as bearing South 88°11'39" East.
Original Field Survey
Northern Engineering Services, INC.
Project Number: 1664-003
Date: June, 2020
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
(53' FL-FL)
RESIDENTIAL LOCAL STREET
N.T.S.All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
CS2 CONSTRUCTION NOTESGENERAL &2
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
A. GENERAL NOTES
1.All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and
specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations.
Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive
standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated
otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City
of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by
the City of Fort Collins prior to commencement of any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City
of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval
of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such
responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City
of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from
any errors and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins
standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It
shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of
the work before commencing new construction. The Developer shall be responsible for unknown underground utilities.
7.The Developer shall 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.
8.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).
9.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.
10.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.
11.All recommendations of the Preliminary Drainage Report, dated July 22, 2020 by Northern Engineering Services, Inc., shall
be followed and implemented.
12.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.
13.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.
14.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.
15.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement
of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of
Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth
disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available
after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's
absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals
an improper installation.
16.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.
17.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.
18.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.
19.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.
20.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.
21.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.
22.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.
23.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate
Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction
activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control
devices as may be required by the construction activities.
24.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.
25.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.
26.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins
Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer
County.
27.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.
28.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.
29.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.
30.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.
31.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.
32.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:
BENCHMARK #1:
City of Fort Collins Benchmark 2-03
Location: South side Kechter Road approximately 0.6 miles west of Strauss Cabin Road on the east end of the south
parapet wall of the bridge over the Dixon Canyon Lateral.
Elevation= 4898.14 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark 13-13
Location: On the west side of Strauss Cabin Road, approximately 90-ft south of Kechter Road, on the northwest corner
of a storm inlet.
Elevation= 4887.05 (NAVD88)
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
South line of the Southeast Quarter of Section 4-6-68 as bearing South 88°11'39" East.
33.All stationing is based on centerline of roadways unless otherwise noted.
34.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.
35.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.
36.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.
37.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
38.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.
39.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.
40.Approved Variances are listed as follows:
·N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling,
stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the
construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including
keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible
for installing and maintaining all erosion control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing
vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical
period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept
in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion
control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing
activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or
reconstructed as necessary in order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the
erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal
of all sediment and debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets,
sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and
location so as not to cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by
surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded
and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon
completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the
discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to
discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The
developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of
pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to
contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion
of construction activities the concrete washout material will be removed and properly disposed of prior to the area being
restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer
shall implement whatever measures are determined necessary, as directed by the City.
16.See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.
17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to
personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter
or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas,
and/or building sites.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street
Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort
Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a
depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches
from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement
to a distance where a clean construction joint can be made.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material
shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay.
Valve box adjusting rings are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and
patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend
smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort
Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the
new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including
Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior
to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely
removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the
subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite
section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled
with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000
lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3
m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by
the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be
preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing
and Marking Construction Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be 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 July 22, 2020 by Northern Engineering Services, Inc., shall
be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.
For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to
the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
E. Water and Sewer Notes
1.All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the
South Fort Collins Sanitation District Standards and Specifications.
2.Construction of water and sewer facilities require a precon meeting with district operations staff prior to construction.
3.Contractor shall notify district inspectors prior to starting work.
4.Contractor shall contact the Sanitation District for sewer inspection 48 hours prior to connecting to existing sewer stubs.
5.All commercial domestic services require a reduced pressure backflow prevention device.
6.All water line shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade.
7.All District valves shall be operate by District staff only.
8.Pipe pressure and vacuum testing shall be witnessed by District Inspectors. Waterline bacteria tests shall also be taken by
District Inspectors.
9.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to
the district that includes the dollar value of the water and sewer improvements listed separately.
10.As-builts shall be submitted in pdf and dwg to the District for Final Approval.
11.If groundwater is encountered within depth of sewer construction, manholes must be water-proofed.
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
VAULT
ELEC
HY D
VAULT
ELEC
GAS
S
VAULT
ELEC
FES
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
LID
HY DCONTROL
IRR
CONTROL
IRR
CONTROL
IRRXX W W WXXXXX
XXXXXXX X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEG G G G G G G G
GGGGGGGW W W
WWWXSSSSSS SS
XXX X X X X X
X X X X X X X X
XXXXXXXXXXXX X
PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
EXISTING SAN MH
RIM=4903.86
INV IN=4891.42 (N)
INV OUT=4891.22 (E)
EXISTING 16" ADS
FL=4901.13
EXISTING CONCRETE PAD
TO BE REMOVED
EXISTING HYDRANT
TO BE RELOCATED
FND NAIL & BRASS
TAG, PLS 33193
FND NAIL & BRASS
TAG, PLS 33193
FND NAIL & BRASS
TAG, PLS 33193
FND #4 REBAR
W/YPC, PLS 33193
FND #4 REBAR
W/YPC, PLS 33193
FND NAIL & BRASS
TAG, W.C., ILLEGIBLE
EXISTING IRRIGATION DITCH
ECLIPSE LANE
(51' PUBLIC ROW)QUASAR WAY(51' PUBLIC ROW)FULL MOON DRIVE
EXISTING ASPHALT TO BE REMOVED
PROPOSED SAWCUT
EXISTING STOP
FULL MOON DR
QUASAR WAY
EXISTING BARRICADE
TO BE REMOVED
PORTION OF EXISTING FENCE TO BE REMOVED
(COORDINATE W/ TRAIL/SIDEWALK CONNECTION)
DRIP LINE
DRIP LINE
EXISTING TREE
COORDINATE RAMP LOCATION WITH
FORESTRY DEPARTMENT TO SAVE TREE
REMOVE EXISTING RAMP
EXISTING SIDEWALK
TO BE REPLACED AS REQUIRED
COORDINATE FENCE
REMOVAL WITH ROADWAY
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYEX1 DEMOLITION PLANEXISTING CONDITIONS &3
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
EX1
EX2
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
MATCH LINE - SEE SHEET EX2
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 Survey
Northern Engineering Services, Inc.
Project Number: 1664-003
Date: June, 2020
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
S
VAULT
ELEC ARV
H2O AR
VH2O
W FES
D
S
S
D
W S
O
E
VAULT
ELEC
TTTTT
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV CTV CTVTTTTTTTT
E
E
E E E EEEEEEEXXXXXXXXXXXXXXXXX XXXXXXXXXXXE E E E E
X X X X X X X X X X
X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST
SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SSSSSSC
T
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV XXXXXELEC
WWWWWWWWWWWWWWWWWWWWWWWWWWPARCEL X
WILLOW BROOK
CITY OF FORT COLLINS
PARCEL NO. 8609128901
EXISTING 18" PVC
EXISTING 24" PVCEXISTING 402.9 LF 24" PVC @ 0.19%
EXISTING
18" RCP
EXISTING 376.6 LF 18" RCP @ 0.53%
EXISTING CONCRETE PAD
TO BE REMOVED
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
EXISTING SAN MH
RIM=4896.98
INV IN=4877.84 (W)
INV OUT=4877.78 (SE)
EXISTING SAN MH
RIM=4897.39
INV IN=4877.69 (NW)
INV IN=4877.79 (E)
INV OUT=4877.59 (S)
EXISTING 69.0 LF 24" PVC @ 0.13%
EXISTING SAN MH
RIM=4898.92
INV IN=4878.72 (E)
INV OUT=4878.57 (W)
FL=4899.09
FL=4891.67
EXISTING INLET
GRATE=4902.05
INV IN=4898.56 (N)
INV OUT=4893.62 (E)
EXISTING 10.5 LF 18" RCP @ 5.05%
EXISTING STORM MH
RIM=4898.51
INV IN=4891.06 (NE)
INV OUT=4891.00 (W)
EXISTING 69.0 LF
18" RCP @ 0.88%
EXISTING STORM MH
RIM=4897.11
INV IN=4889.02 (E)
INV OUT=4888.97 (S)
EXISTING GATE
TO BE REMOVED
EXISTING GATE
TO BE REMOVED
EXISTING GATE
TO BE REMOVED
EXISTING GATE
TO BE REMOVED
EXISTING GATE
TO BE REMOVED
EXISTING 1 STORY WOOD SHED
TO BE REMOVED
EXISTING 1 STORY WOOD SHED
TO BE REMOVED
EXISTING CONCRETE PAD
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING WOOD GAZEBO
TO BE REMOVED
EXISTING AIR RELEASE VALVE
TO BE REMOVED
EXISTING AIR RELEASE VALVE
PROTECTED BY WOOD POSTS
TO BE REMOVED
EXISTING OVERHEAD LIGHT
TO BE REMOVED
EXISTING OVERHEAD LIGHT
TO BE REMOVED
EXISTING GRAVEL DRIVE
TO BE REMOVED
EXISTING TELEPHONE
TO BE REMOVED
EXISTING TELEPHONE
TO BE REMOVED
EXISTING
ELECTRIC
TO BE
REMOVED
EXISTING WATER SHUT OFF
TO BE REMOVED
REFERENCE MONUMENT
FND 2 1/2" ALUM. CAP
ON #6 REBAR IN MONUMENT BOX
REFERENCE MONUMENT
FND 2 1/2" ALUM. CAP
ON #6 REBAR IN MONUMENT BOX
REFERENCE MONUMENT
FND 2 1/2" ALUM. CAP
ON #6 REBAR IN MONUMENT BOX
EXISTING IRRIGATION DITCH
EXISTING 1 STORY METAL
FRAMED GARAGE
TO BE REMOVED
EXISTING 2 STORY
WOOD HOME
W/CRAWL SPACE
15' UTILITY EASEMENT
REC. NO. 20190009470
EXISTING LIGHT
TO BE RELOCATED
SECTION LINE KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
SAWCUT & REMOVE ASPHALT PAVEMENT
SAWCUT & REMOVE 4.5' SIDEWALK
SAWCUT & REMOVE ASPHALT PAVEMENT
SAWCUT & REMOVE 4.5' SIDEWALK
EXISTING GRAVEL DRIVE
TO BE REMOVED
REPLACE CURB AND
GUTTER ON KECHTER
EXISTING DRIP LINE
EXISTING TREE
TO BE REMOVED
EX2 DEMOLITION PLANEXISTING CONDITIONS &4
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
EX1
EX2
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
MATCH LINE - SEE SHEET EX1
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 Survey
Northern Engineering Services, Inc.
Project Number: 1664-003
Date: June, 2020
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
XXXXXXXXXXXXXXXXXX X X X X X
X X X X X X X X
XXXXXXXXXXX4.5' SIDEWALK
4.5' SIDEWALK
DRIVE-OVER
CURB / GUTTER
ADA CURB RAMP
ADA CURB
RAMP
6' VALLEY PAN
DRIVE-OVER CURB / GUTTER
DRIVE-OVER
CURB / GUTTER
ADA CURB RAMP
DRIVE-OVER CURB / GUTTER
PROPOSED
53' R.O.W.
PROPOSED
53' R.O.W.
PROPOSED
53' R.O.W.
PROPOSED 61' R.O.W.
PROPOSED 61' R.O.W.
~ASPHALT PAVEMENT~
END CONCRETE SIDEWALK
ADJACENT GRADE TO BE
FLUSH WITH WALK
END CONCRETE SIDEWALK
ADJACENT GRADE TO BE
FLUSH WITH WALK
~ASPHALT PAVEMENT~~ASPHALT PAVEMENT~PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
LOGGERS LANE
ECLIPSE LANEQUASAR WAYWHEELHOUSE WAYCACTUS CURVECACTUS CURVE30' FL-FL
30' FL-FL
30' FL-FL~ASPHALT PAVEMENT~30' FL-FL
FULL MOON DRIVE
4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
STOP SIGN
END CONCRETE SIDEWALK,
ADJACENT GRADE TO BE FLUSH WITH WALK
COORDINATE RAMP LOCATION W/ FORESTRY
TO PROTECT OR RELOCATE EXISTING TREE
REMOVE EXISTING RAMP
2S
1S
2S
1S
1S
2S
2S
1S
1S
2S
ADA CURB RAMP
ADA CURB RAMP
PV1 PAVING PLAN5
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYPV1
PV2
EASEMENTS
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.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
CONCRETE PAVING
MATCH LINE - SEE SHEET PV2
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
PARKING
NO
ANY
ITME
PARKING
NO
ANY
ITME
PARKING
NO
ANY
ITME
SITE SIGN LEGEND
1S
2S
3S
XXXXXXXXXXXXXXXXXXXXDRIVE-OVER
CURB / GUTTER
ADA CURB RAMP
6' VALLEY PAN
ADA CURB RAMP
DRIVE-OVER CURB / GUTTER
ADA CURB RAMP
4.5' SIDEWALK
4.5' SIDEWALK
DRIVE-OVER CURB / GUTTER
CONCRETE T INTERSECTION CROSS PAN
ADA CURB
RAMP
END CONCRETE SIDEWALK
ADJACENT GRADE TO BE
FLUSH WITH WALK
END CONCRETE SIDEWALK
ADJACENT GRADE TO BE
FLUSH WITH WALK
~ASPHALT PAVEMENT~~ASPHALT PAVEMENT~~ASPHALT PAVEMENT~~ASPHALT PAVEMENT~PARCEL X
WILLOW BROOK
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
CITY OF FORT COLLINS
PARCEL NO. 8609128901
CACTUS CURVE
WHEELHOUSE WAYWHEELHOUSE WAYCACTUS CURVEKECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
PROPOSED
53' R.O.W.
30' FL-FL
30' FL-FL
PROPOSED
53' R.O.W.
PROPOSED 61' R.O.W.
30' FL-FL 4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
DRIVE-OVER
CURB / GUTTER
CLOSE EXISTING
DRIVEWAY
CLOSE EXISTING DRIVEWAY
& ADD SIDEWALKSTOP SIGN
STOP SIGN
POND 1
RAIN GARDEN A
RAIN GARDEN B
3S
2S
2S
1S
2S
1S
1S
2S
1S
1S
2S
PV2 PAVING PLAN6
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYPV1
PV2
EASEMENTS
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.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
CONCRETE PAVING
MATCH LINE - SEE SHEET PV1
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
PARKING
NO
ANY
ITME
PARKING
NO
ANY
ITME
PARKING
NO
ANY
ITME
SITE SIGN LEGEND
1
2
3
TTTTGGGGGGGGGGGGGG G G G
G
G GGGGGGGGGGGGGGEEEEEETTEEEEEEE ETT T
EEEEEEEEEEEEEEEEEEEEEEEEEE
E EEE
EEEEEEEEEEETE
EE EEE
EE
EGGGGGG
G GGG
VAULT
ELEC
VAULT
ELEC
GAS
S
VAULT
ELEC
FES
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
LID
S
VAULT
ELEC FE
S
D
S
S
SS
HY D
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
D
E
VAULT
ELEC
T
VAULT
ELECCXGCTVTE EW W W W
CTV CTV CTV CTV CTV
CTV CTV CTV CTVTT
E
E E
E XXXXXXXXXXE EX EG G G GGGGWW
STST ST ST ST ST ST ST ST ST STSSSS SS SS SS SS SS SS SS SS SS SS
SS
SSSS SS
SSSSSS
CTV
CTV
CTV
CTV XX X X
X X X X
XXXXXXELEC
WWWWWWWWWWWWWWW15' UTILITY EASEMENT
REC. NO. 20190009470
FL=4899.09
FL=4891.67
INLET
GRATE=4902.05
INV IN=4898.56 (N)
INV OUT=4893.62 (E)
10.5 LF 18" RCP @ 5.05%
STORM MH
RIM=4898.51
INV IN=4891.06 (NE)
INV OUT=4891.00 (W)
69.0 LF 18" RCP @ 0.88%
STORM MH
RIM=4897.11
INV IN=4889.02 (E)
INV OUT=4888.97 (S)
SAN MH
RIM=4900.42
INV OUT=4886.72 (E)
SAN MH
RIM=4899.98
INV IN=4886.44 (W)
INV IN=4886.34 (S)
INV OUT=4886.24 (E)
57.2 LF 8"
PVC @ 0.49%
18" PVC
SAN MH
RIM=4896.98
INV IN=4877.84 (W)
INV OUT=4877.78 (SE)24" PVCSAN MH
RIM=4897.39
INV IN=4877.69 (NW)
INV IN=4877.79 (E)
INV OUT=4877.59 (S)
69.0 LF 24" PVC @ 0.13%
SAN MH
RIM=4898.92
INV IN=4878.72 (E)
INV OUT=4878.57 (W)
402.9 LF 24" PVC @ 0.19%
18" RCP
376.6 LF 18" RCP @ 0.53%
POUDRE R-1
SCHOOL DISTRICT
PARCEL NO.
8604000904
CITY OF FORT COLLINS
PARCEL NO. 8609128901
SAN MH
RIM=4903.86
INV IN=4891.42 (N)
INV OUT=4891.22 (E)
16" ADS
FL=4901.13
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
FULL MOON DRIVE
PROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" WATERPROPOSED 8" WATERPROPOSED 8" WATER
PROPOSED 8" SANITARY
LOGGERS LANE
(53' PUBLIC ROW)24" PVCQUASAR WAY(53' PUBLIC ROW)CACTUS CURVE(53' PUBLIC ROW)CACTUS CURVE
(53' PUBLIC ROW)WHEELHOUSE WAY(53' PUBLIC ROW)RAIN
GARDEN
B
RAIN
GARDEN
A
POND 1
PROPOSED FIRE
HYDRANT RELOCATION
PROPOSED FIRE
HYDRANT #1
PROPOSED FIRE
HYDRANT #2
EX FIRE
HYDRANT
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
OU1 OVERALL UTILITY PLAN7
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYU1
U2
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS 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 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE 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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL INDIVIDUAL WATER SERVICES SHALL BE 3/4". ALL DUAL WATER SERVICES
SHALL BE 1" BETWEEN THE TAP ON THE MAIN AND THE BRANCH YOLK IN THE METER
PIT.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT
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
TTTTGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEETE
TEEEEEEEEEEEEEE
E EEEE
E E EEEEEE E
EE E EEEEEE E
E EEE GGGGG GGG GGGGGG
G
C/O
C/O
VAULT
ELEC
VAULT
ELEC
GAS
S
VAULT
ELEC
FES
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
LID
HY DCONTROL
IRR
CONTROL
IRR
CONTROL
IRRXX W W WXXXXX
XXXXXXXXEEG G G G G G G G
GGGGGGGW W W
WWWSSSSSS SS
XXX X X X X X
X X X X X X X X
XXXXXXXXXXXPOUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
W
W
W
W
S
S
S
WWS SWW
W
W
W
W WWWWWWWWWW
W
W
W
W
W
W
W 12" RCP18" RCP
12" PVCPROPOSED TEE W/
3-WAY VALVING (TYP.)
PROPOSED 45°
BEND (TYP.)
PR SSMH A1-1
CONNECT TO EX WATER MAIN
TAPPING SLEEVE W/ 8" GV (N)
PROPOSED 45°
BEND (TYP.)
RELOCATED
FIRE HYDRANT
PR SSMH A3
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
APPROXIMATE GAS LOCATION
APPROXIMATE
GAS LOCATION
APPROXIMATE LOCATION OF
CONNECTION TO EX GAS
4.5' SIDEWALK 4.5' SIDEWALK4.5' SIDEWALKPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" SANITARYPROPOSED 8" WATERPROPOSED 8" WATERPROPOSED 8" WATER4.5' SIDEWALK
6' UTILITY &
DRAINAGE
EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
30' FL-FL
53' R.O.W.
30' FL-FL
53' R.O.W.4.5' SIDEWALK9' UTILITY EASEMENT
9' UTILITY
EASEMENT
14' DRAINAGE
EASEMENT
6' DRAINAGE
EASEMENT
ECLIPSE LANE
(53' PUBLIC ROW)QUASAR WAY(53' PUBLIC ROW)SAN MH
RIM=4903.86
INV IN=4891.42 (N)
INV OUT=4891.22 (E)
16" ADS
FL=4901.13
14' DRAINAGE
EASEMENT
7' ACCESS EASEMENT
4.5' SIDEWALKWHEELHOUSE WAY(53' PUBLIC ROW)LOGGERS LANE
(53' PUBLIC ROW)CACTUS CURVE(53' PUBLIC ROW)9' UTILITY EASEMENT
PROPOSED WATER
METER PIT (TYP.)
APPROXIMATE LOCATION OF
CONNECTION TO EX GAS
PROPOSED FIRE
HYDRANT #1
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER 12" PVCW
S
W
W
PROPOSED
TRANSFORMER
PROPOSED WATER
METER PIT (TYP.)
PROPOSED WATER
METER PIT (TYP.)
PROPOSED WATER
METER PIT (TYP.)
W
W
W
W
W
W
9' UTILITY
EASEMENT
12" RCP
12" PVC12" PVC12" PVCSTORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE G
SEE SHEET ST2
SANITARY LINE A-1
SEE SHEET SS1
PROPOSED
LIGHT
PROPOSED
LIGHT
PROPOSED
LIGHT
PROPOSED
LIGHT
W
W
WW
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
U1 UTILITY PLAN8
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYU1
U2
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS 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 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE 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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL INDIVIDUAL WATER SERVICES SHALL BE 3/4". ALL DUAL WATER SERVICES
SHALL BE 1" BETWEEN THE TAP ON THE MAIN AND THE BRANCH YOLK IN THE METER
PIT.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT
MATCH LINE - SEE SHEET U2
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
TGGGGGGGGGGGG
G G G G G G
G
G G
G
G GGGGGGGGGGGTEEEETT T
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E E EEE E
EEEEEEEEEEEEEEEEEEEEEEETE EEE EEEEE EEE
EEGGGGGGGGGGG GGG
G G
S
VAULT
ELEC
W FES
D
S
S
D
E
VAULT
ELEC
T
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV CTV CTVTTTTT
E
E
E E E E
E EXXXXXXXXXXXX XXXE E E E E
STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST
SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SSSSSSC
T
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV XXXXXELEC
WWWWWWWWWWWWWWWWWWWWWWWWWW15' UTILITY EASEMENT
REC. NO. 20190009470
FL=4899.09
FL=4891.67
INLET
GRATE=4902.05
INV IN=4898.56 (N)
INV OUT=4893.62 (E)
10.5 LF 18" RCP @ 5.05%
STORM MH
RIM=4898.51
INV IN=4891.06 (NE)
INV OUT=4891.00 (W)
69.0 LF 18" RCP @ 0.88%
STORM MH
RIM=4897.11
INV IN=4889.02 (E)
INV OUT=4888.97 (S)
18" PVC
SAN MH
RIM=4896.98
INV IN=4877.84 (W)
INV OUT=4877.78 (SE)24" PVCSAN MH
RIM=4897.39
INV IN=4877.69 (NW)
INV IN=4877.79 (E)
INV OUT=4877.59 (S)
69.0 LF 24" PVC @ 0.13%
SAN MH
RIM=4898.92
INV IN=4878.72 (E)
INV OUT=4878.57 (W)
402.9 LF 24" PVC @ 0.19%
18" RCP
376.6 LF 18" RCP @ 0.53%
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
W
W
S
W
S
W
W
W
W
W
W
W
W
W
CITY OF FORT COLLINS
PARCEL NO. 860912890115" RCP12" PVC15" RCP15" RCP15" RCP
PR SANITARY SEWER
CONNECTION (TYP.)
PR WATER SERVICE
CONNECTION (TYP.)
PR FIRE HYDRANT #2
PR TEE W/ 3-WAY
VALVING (TYP.)
PR SSMH A1
PROPOSED SSMH A
(CONNECT TO EX SAN MAIN)
PROPOSED STORM MH
(CONNECT TO EX STORM MAIN)
PR SSMH A2
PR 45° BEND (TYP.)
PR TRANSFORMER
PROPOSED
TRANSFORMER
APPROXIMATE GAS LOCATION
APPROXIMATE
GAS LOCATION
APPROXIMATE
GAS LOCATION
PROPOSED 8" WATER
PROPOSED 8" SANITARY4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
30' FL-FL
53' R.O.W.
30' FL-FL
53' R.O.W.4.5' SIDEWALK9' UTILITY EASEMENT
9' UTILITY
EASEMENT
CACTUS CURVE(53' PUBLIC ROW)CACTUS CURVE
(53' PUBLIC ROW)WHEELHOUSE WAY(53' PUBLIC ROW)14' DRAINAGE
EASEMENT
7' ACCESS EASEMENT
4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
POND 1
9' UTILITY EASEMENT
9' UTILITY EASEMENT
RAIN
GARDEN
A
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
9' UTILITY EASEMENT
PROPOSED WATER
METER PIT (TYP.)
CONNECT TO EX WATER MAIN
W/ TAPPING SLEEVE AND VALVE
RAIN
GARDEN B
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER 12" PVC12" PVCW
W
W
S 9' UTILITY
EASEMENT
PROPOSED WATER
METER PIT (TYP.)
PROPOSED WATER
METER PIT (TYP.)
CURB INLET
12" RC
P
18" R
C
P 12" PVC12" PVC12" RCPSIDEWALK CHASE
SIDEWALK CHASE
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
SANTARY LINE A-2
SEE SHEET SS2
SANITARY LINE A-1
SEE SHEET SS1
STORM DRAIN LINE B
SEE SHEET ST2
PROPOSED
LIGHT
PROPOSED
LIGHT
PROPOSED
LIGHT
PROPOSED
LIGHT
PROPOSED
LIGHT
CURB INLET
IRRIGATION
SERVICE
W
W
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
U2 UTILITY PLAN9
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYU1
U2
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS 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 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE 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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL INDIVIDUAL WATER SERVICES SHALL BE 3/4". ALL DUAL WATER SERVICES
SHALL BE 1" BETWEEN THE TAP ON THE MAIN AND THE BRANCH YOLK IN THE METER
PIT.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT
MATCH LINE - SEE SHEET U1
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
TTT TG G
GGG
G G
G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEEEG G
G GGG
GGGGGGGC/OC/OGASSCONTROLIRRCONTROLIRRWETTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T TTEEEE E
EEEEGGGGGGG G
WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWW181.68 LF 8" PVC @ 2.70%
335.93 LF 8" PVC @ 1.50%
SSMH A
STA 10+00.00
N: 102553.08
E: 213403.65
SSMH A1
STA 11+81.68
N: 102734.69
E: 213398.76
SSMH A1-1
STA 15+17.61
N: 103070.50
E: 213389.71
SSMH A3
STA 15+11.21
N: 103078.09
E: 213561.84
338.89 LF 8" PVC @ 1.00%
SSMH A2
STA 11+72.33
N: 102739.33
E: 213571.02
LOGGERS LANECACTUS CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
STORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
30'
FL-FL53' ROW
STORM DRAIN LINE G
SEE SHEET ST2
SANTARY LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
30'
FL-FL53' ROW
15 UTILITY EASEMENT
REC. NO. 20190009470
172.33 LF 8" PVC @ 1.00%RAIN
GARDEN B
POND 1
RAIN
GARDEN
A
APPROXIMATE LIMITS
OF ASPHALT PATCH
CLEANOUT AT
BEND IN SAN
SVC (TYP.)
CLEANOUT AT BEND
IN SAN SVC (TYP.)
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
9+5010+0011+0012+0013+0014+0015+0016+00 SSMH A(DROP MH)STA 10+00.00RIM 4897.7±INV. IN 4886.71 (N)INV. IN 4877.97 (E)INV. IN 4878.96 (N)INV. OUT 4877.96 (W)SSMH A1STA 11+81.68RIM 4898.6±INV. IN 4891.81 (N)INV. IN 4891.81 (E)INV. OUT 4891.61 (S)SSMH A1-1STA 15+17.61RIM 4902.6±INV. OUT 4896.85 (S)181.68 LF
8
"
P
V
C
@
2
.
7
0
%
335.93 LF 8" PVC
@
1
.
5
0
%
STA.=10+80.39
INV.= 4891.88
15" RCP STORM
4897.344897.354897.574897.884898.204898.514898.824899.134899.444899.754900.074900.384900.694901.004901.314901.634901.944902.254902.55PROPOSED GROUND
EXISTING GROUND
18" MIN.
STA.=10+12.89
INV.= 4889.61
EX 18" RCP STORM
STA.=10+22.30
EX CABLE
STA.=10+27.82
EX CABLE
STA.=13+33.32
PR ELECTRIC
STA.=13+35.32
PR ELECTRIC
STA.=15+40.21
DESCRIPTION
STA.=15+54.90
DESCRIPTION
DROP MH
DROP INVERT IN = CENTERLINE OF INVERT OUT
PROPOSED GROUND EXISTING GROUND
18" MIN.
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
SS1 PLAN & PROFILESANITARY LINE A10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYNORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
SS1/SS2/SS3PROFILE SCALE:
SANITARY LINE A1
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST
EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE SS1/SS2/SS3
TTT TG G
GGG
G G
G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEEEG G
G GGG
GGGGGGGC/OC/OGASSCONTROLIRRCONTROLIRRWETTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T TTEEEE E
EEEEGGGGGGG G
WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWW181.68 LF 8" PVC @ 2.70%
335.93 LF 8" PVC @ 1.50%
SSMH A
STA 10+00.00
N: 102553.08
E: 213403.65
SSMH A1
STA 11+81.68
N: 102734.69
E: 213398.76
SSMH A1-1
STA 15+17.61
N: 103070.50
E: 213389.71
SSMH A3
STA 15+11.21
N: 103078.09
E: 213561.84
338.89 LF 8" PVC @ 1.00%
SSMH A2
STA 11+72.33
N: 102739.33
E: 213571.02
LOGGERS LANECACTUS CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
STORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
30'
FL-FL53' ROW
STORM DRAIN LINE G
SEE SHEET ST2
SANTARY LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
30'
FL-FL53' ROW
15 UTILITY EASEMENT
REC. NO. 20190009470
172.33 LF 8" PVC @ 1.00%RAIN
GARDEN B
POND 1
RAIN
GARDEN
A
APPROXIMATE LIMITS
OF ASPHALT PATCH
CLEANOUT AT
BEND IN SAN
SVC (TYP.)
CLEANOUT AT BEND
IN SAN SVC (TYP.)
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
9+5010+0011+0012+0013+0014+0015+0016+00 SSMH A1STA 11+81.68RIM 4898.6±INV. IN 4891.81 (N)INV. IN 4891.81 (E)INV. OUT 4891.61 (S)STA.=10+86.20
INV.= 4895.15
15" RCP STORM
172.33 LF 8" PVC @ 1.00%4898.594898.364898.584898.814899.034899.254899.424899.434899.754899.984900.194900.404900.624900.834901.054901.264901.484901.694901.914902.124902.23PROPOSED GROUND
EXISTING GROUND
18" MIN.8" WATERSTA.=10+10.00TOP=4890.35STA.=13+23.94
PR ELECTRIC
STA.=13+25.94
PR ELECTRIC
6" WATER (FH SERVICE)STA.=14+82.90TOP=4895.3018" MIN.
PROPOSED GROUND EXISTING GROUND
STA.=11+45.15
EX TELEPHONE (TO BE REMOVED)
18" MIN.SSMH A2STA 11+72.33RIM 4899.4±INV. IN 4893.74 (N)INV. OUT 4893.54 (W)SSMH A3STA 15+11.21RIM 4902.2±INV. OUT 4897.13 (S)338.89 LF 8" PVC @ 1.00%
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
SS2 PLAN & PROFILESANITARY LINE A11
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYNORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
SS1/SS2/SS3PROFILE SCALE:
SANITARY LINE A-2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE (LOCAL ENGINEERING STANDARD), LATEST
EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE SS1/SS2/SS3
VAULTELECVAULTELECGASSVAULTELECCONTROLIRRCONTROLIRRWFESHYDCONTROLIRRCONTROLIRRCONTROLIRRDEVAULTELECTWTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T TTTEEEEE E EXXXX X X X X X X
X X X X
EEEEGGGGGGG G G
WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSS SSCTVCTVCTVX
XXXXXXX X X X
X X X X X
ELECWWWWWWWWWWWTT TG G
GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET ETEEETEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEG G
G GGG
GGGGC/OLOGGERS LANEECLIPSELANECACTUS CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
RAIN
GARDEN BSTORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
30'
FL-FL53' ROW
STORM DRAIN LINE G
SEE SHEET ST2
FES G2
STA 11+23.35
N: 103181.69
E: 213400.95
FES G-1
STA 10+20.00
N: 103179.74
E: 213504.28
103.35 LF12"x18" ELLIPTICAL RCP@ 0.05%A-6
STA 15+38.71
N: 103168.32
E: 213541.16
A-5
STA 14+35.84
N: 103165.11
E: 213643.99
A-4
STA 13+61.28
N: 103090.58
E: 213646.21
A-3
STA 12+84.89
N: 103014.21
E: 213648.05
A-2
STA 11+80.17
N: 102909.53
E: 213650.98
A-1
STA 10+37.70
N: 102767.12
E: 213654.81
FES A
STA 10+20.00
N: 102756.73
E: 213640.48
102.88 LF 12" HDPE @ 0.50%74.56 LF 12" HDPE @ 0.50%76.39 LF 12" HDPE @ 0.50%104.72 LF 12" HDPE @ 0.50%
142.47 LF 12" HDPE @ 0.50%
17.70 LF 12" HDPE @ 0.50%
B7
STA 13+76.95
N: 103046.26
E: 213476.56
B6
STA 13+25.92
N: 102995.25
E: 213477.93
B-5
STA 12+27.31
N: 102896.68
E: 213480.61
B-4
STA 11+95.47
N: 102864.85
E: 213481.47
B-3
STA 11+03.09
N: 102772.50
E: 213483.96
B-2
STA 10+82.59
N: 102752.01
E: 213484.52
B-1
STA 10+52.59
N: 102722.02
E: 213485.33
FES B
STA 10+20.00
N: 102689.44
E: 213486.24
51.03 LF 12" HDPE @ 1.00%98.61 LF 12" HDPE @ 1.00%
31.84 LF 12" HDPE @ 1.00%
92.38 LF 12" HDPE @ 1.50%
20.50 LF 12" RCP @ 1.50%
30.00 LF 15" RCP @ 1.00%
32.59 LF 15" RCP @ 2.00%
POND 1
SANTARY LINE A-2
SEE SHEET SS2
6 DRAINAGE & UTILITY EASEMENT
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
15 UTILITY EASEMENT
REC. NO. 20190009470
D-1
STA 10+52.59
N: 102633.84
E: 213416.48
FES J
STA 10+20.00
N: 103041.28
E: 213657.98
INV=4901.07
FES J-1
STA 10+37.27
N: 103058.54
E: 213657.39
INV=4901.06
17.27 LF 12" PVC @ -0.08%
(FIELD FIT)
East Property Line
4890
4895
4900
4905
4910
4915
4890
4895
4900
4905
4910
4915
9+5010+0011+0012+0013+0014+0015+0016+00
RAIN GARDEN B
(BOT EL = 4896.4)FES ASTA 10+20.00INV. 4896.40A-1STA 10+37.70FL. EL 4901.0±INV. IN 4896.49 (N)INV. OUT 4896.49 (SW)PROPOSED GROUND
EXISTING GROUNDA-2STA 11+80.17FL. EL 4901.0±INV. IN 4897.20 (N)INV. OUT 4897.20 (S)A-3STA 12+84.89FL. EL 4901.0±INV. IN 4897.72 (N)INV. OUT 4897.72 (S)A-4STA 13+61.28FL. EL 4901.0±INV. IN 4898.11 (N)INV. OUT 4898.11 (S)A-5STA 14+35.84FL. EL 4901.5±INV. IN 4898.49 (W)INV. OUT 4898.48 (S)A-6STA 15+38.71FL. EL 4901.0±INV. OUT 4899.00 (E)102.88 LF 12" HDPE @ 0.50%74.56 LF 12" HDPE @ 0.50%76.39 LF 12" HDPE @ 0.50%104.72 LF 12" HDPE @ 0.50%
142.47 LF 12" HDPE @ 0.50%
17.70 LF 12" HDPE @ 0.50%4896.404897.434901.254901.744902.244902.254902.234901.214901.484901.754901.754901.304901.624902.454902.034901.394901.954901.644901.994902.364901.914901.324902.07PROPOSED GROUND EXISTING GROUND
ST1 PLAN & PROFILESTORM DRAIN A12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
PROFILE SCALE:
STORM DRAIN LINE A
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
INLET SCHEDULE
NAME TYPE SIZE
A-1 NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE 15"
A-2 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-3 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-4 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-5 NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE 15"
A-6 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-1 SINGLE CURB INLET (DETAIL D5-501)4'x3'
B-2 SINGLE CURB INLET (DETAIL D5-501)4'x3'
B-3 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-4 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-5 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-6 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-7 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
C-1 WATER QUALITY OUTLET STRUCTURE (D6-601)24"
D-1 SINGLE CURB INLET (DETAIL D5-501)4'x3'
D-2 WATER QUALITY OUTLET STRUCTURE (D6-601)24"
E-1 DOUBLE CURB INLET (DETAIL D5-500)7'-1"x3'
F-1 STANDARD MANHOLE 48" ø
F-2 EDB OUTLET STRUCTURE (DETAIL D6-601)9'-6"x4'-6"STORM DRAIN A
Center Buildings
4890
4895
4900
4905
4910
4915
4890
4895
4900
4905
4910
4915
9+5010+0011+0012+0013+0014+0014+50 FES BSTA 10+20.00INV. 4891.64POND 1
(BOT EL = 4891.85)B-1STA 10+52.59FL. EL 4898.5±INV. IN 4895.00 (N)INV. OUT 4892.29 (S)B-2STA 10+82.59FL. EL 4898.9±INV. IN 4895.55 (N)INV. OUT 4895.30 (S)B-3STA 11+03.09FL. EL 4900.2±INV. IN 4895.86 (N)INV. OUT 4895.86 (S)B-4STA 11+95.47FL. EL 4900.4±INV. IN 4897.24 (N)INV. OUT 4897.24 (S)B-5STA 12+27.31FL. EL 4900.5±INV. IN 4897.56 (N)INV. OUT 4897.56 (S)B6STA 13+25.92FL. EL 4902.0±INV. IN 4898.55 (N)INV. OUT 4898.55 (S)B7STA 13+76.95FL. EL 4902.0±INV. OUT 4899.06 (S)51.03 LF 12" HDPE @ 1.00
%
98.61 LF 12" HDPE @ 1.00%
31.84 LF 12" HDPE @ 1.00%
92.38 LF 12" HDP
E
@
1
.
5
0
%
20.50 LF 12" RCP @ 1.50%
30.00 LF 15" RCP @ 1.00%
32.59 LF 15" RCP @ 2.00%
PROPOSED GROUND
EXISTING GROUND
STA.=10+67.59
INV.= 4892.68
PR SANITARY
18" MIN.
STA.=10+48.09
PR ELECTRIC
STA.=10+34.09
PR GAS
PENETRATE
POND WALL
Eclipse Culvert
4890
4895
4900
4905
4910
4915
4890
4895
4900
4905
4910
4915
9+7510+0011+0011+50
103.35 LF 12"X18" ELIPTICAL RCP @ 0.05%FES G2STA 11+23.35INV. 4901.27STA.=10+40.59
PR GAS
(TO BE LOWERED TO AVOID CONFLICT)
STA.=11+00.16
PR GAS
(TO BE LOWERED TO AVOID CONFLICT)8" WATERSTA.=10+81.24TOP=4897.50PROPOSED GROUND
(ECLIPSE LANE CONNECTION)
EXISTING GROUNDFES G-1STA 10+20.00INV. 4901.224891.544891.794898.954898.944899.904900.264900.324900.384900.514900.644902.404902.404902.374902.014902.384902.034904.144903.964904.02PROPOSED GROUND EXISTING GROUND PROPOSED GROUND
EXISTING GROUND
8" WATER
STA.=10+77.59
TOP=4893.50VAULTELECGASSVAULTELECFESCONTROLIRRCONTROLIRR SVAULTELECWDSTX TTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T TEEEEEXEGGGGGGGGWWWW
STSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS SSCTV CTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWWTTT TG G
GGG
G G
G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEG G
G G
GGGGGGGC/OC/OLOGGERS LANECACTUS CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
30'
FL-FL53' ROW
STORM DRAIN LINE G
SEE SHEET ST2
FES G2
STA 11+23.35
N: 103181.69
E: 213400.95
FES G-1
STA 10+20.00
N: 103179.74
E: 213504.28
103.35 LF12"x18" ELLIPTICAL RCP@ 0.05%A-6
STA 15+38.71
N: 103168.32
E: 213541.16 102.88 LF 12" HDPE @ 0.50%B7
STA 13+76.95
N: 103046.26
E: 213476.56
B6
STA 13+25.92
N: 102995.25
E: 213477.93
B-5
STA 12+27.31
N: 102896.68
E: 213480.61
B-4
STA 11+95.47
N: 102864.85
E: 213481.47
B-3
STA 11+03.09
N: 102772.50
E: 213483.96
B-2
STA 10+82.59
N: 102752.01
E: 213484.52
B-1
STA 10+52.59
N: 102722.02
E: 213485.33
FES B
STA 10+20.00
N: 102689.44
E: 213486.24
51.03 LF 12" HDPE @ 1.00%98.61 LF 12" HDPE @ 1.00%
31.84 LF 12" HDPE @ 1.00%
92.38 LF 12" HDPE @ 1.50%
20.50 LF 12" RCP @ 1.50%
30.00 LF 15" RCP @ 1.00%
32.59 LF 15" RCP @ 2.00%
POND 1
SANTARY LINE A-2
SEE SHEET SS2
9 UTILITY EASEMENT7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
6 DRAINAGE & UTILITY EASEMENT
15 UTILITY EASEMENT
REC. NO. 20190009470
D-1
STA 10+52.59
N: 102633.84
E: 213416.48
PARCEL NO.
860400090412.50 LF 12" RCP @ 0.64%
(FIELD FIT)
FES I
STA 10+20.00
N: 103038.12
E: 213305.58
INV=4900.57
FES I-1
STA 10+32.50
N: 103050.61
E: 213305.29
INV=4900.65
PROFILE SCALE:
STORM DRAIN LINE B & G
ST2 PLAN & PROFILESTORM DRAIN A13
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
INLET SCHEDULE
NAME TYPE SIZE
A-1 NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE 15"
A-2 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-3 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-4 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-5 NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE 15"
A-6 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-1 SINGLE CURB INLET (DETAIL D5-501)4'x3'
B-2 SINGLE CURB INLET (DETAIL D5-501)4'x3'
B-3 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-4 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-5 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-6 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-7 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
C-1 WATER QUALITY OUTLET STRUCTURE (D6-601)24"
D-1 SINGLE CURB INLET (DETAIL D5-501)4'x3'
D-2 WATER QUALITY OUTLET STRUCTURE (D6-601)24"
E-1 DOUBLE CURB INLET (DETAIL D5-500)7'-1"x3'
F-1 STANDARD MANHOLE 48" ø
F-2 EDB OUTLET STRUCTURE (DETAIL D6-601)9'-6"x4'-6"STORM DRAIN BPROFILE SCALE:
Rain Garden A Outfall
4880
4885
4890
4895
4900
4905
4910
4880
4885
4890
4895
4900
4905
4910
9+7510+0011+0011+50
Rain Garden B Outfall
4880
4885
4890
4895
4900
4905
4910
4880
4885
4890
4895
4900
4905
4910
9+75 10+00 11+00 11+50
Entrance Inlet East
4880
4885
4890
4895
4900
4905
4910
4880
4885
4890
4895
4900
4905
4910
9+7510+0011+00
Pond Outfall
4880
4885
4890
4895
4900
4905
4910
4880
4885
4890
4895
4900
4905
4910
9+75 10+00 11+00
STA.=10+79.52
EX TELEPHONE
(TO BE REMOVED)
POND 1
(BOT EL = 4891.85)
PROPOSED GROUND
EXISTING GROUND
PENETRATE
POND WALLFES CSTA 10+20.00INV. 4891.70C-1STA 11+18.70RIM 4897.3±INV. OUT 4892.69 (SW)RAIN GARDEN B
(BOT EL = 4896.4)
98.70 LF 18" RCP @ 1.00%
RAIN GARDEN A
(BOT EL = 4894.0)D-2STA 11+09.04RIM 4895.1±INV. OUT 4892.09 (E)FES DSTA 10+20.00INV. 4891.4432.59 LF 15" RCP @ 0.50%
POND 1
(BOT EL = 4891.85)8" WATERSTA.=10+57.59TOP=4889.94STA.=10+87.08
PR ELECTRIC
STA.=10+48.09
PR ELECTRIC
STA.=10+67.58
INV.= 4888.88
PR SANITARY FES ESTA 10+20.00INV. 4891.4034.38 LF 15" RCP @ 0.50%E-1STA 10+54.38FL. EL 4896.9±INV. OUT 4891.57 (E)POND 1
(BOT EL = 4891.85)
PROPOSED GROUND
EXISTING GROUND
PENETRATE
POND WALL
STA.=10+49.71
PR ELECTRIC
POND 1F-2STA 10+69.42RIM 4896.7±INV. IN 4891.25INV. OUT 4890.42 (S)49.42 LF 15" RCP @ 0.50%F-1STA 10+20.00RIM 4897.8±INV. IN 4890.17 (N)INV. IN 4889.97 (E)INV. OUT 4889.95 (W)4891.604891.804901.094901.244899.874896.404891.344891.594897.414897.234895.894894.004891.324891.624897.344897.974891.29STA.=10+28.31
EX CABLE
STA.=10+38.61
EX ELECTRIC
PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EXISTING GROUND
FLOW CONTROL
GRATE ACCESS
PENETRATE
POND WALLD-1STA 10+52.59FL. EL 4897.0±INV. IN 4891.80 (W)INV. OUT 4891.60 (E)PROPOSED GROUND
EXISTING GROUND
S
VAULT
ELEC
W FE
SD
S
S
D
E
VAULT
ELEC
TTT
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVTTTTT
E
E E EEEEXXXXXXXEEE
STST ST ST ST ST ST ST ST ST ST ST ST STSTSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SSSSC
T
V
CTV
CTV
CTV
CTV
CTV
ELEC
WWWWWWWWWWWWWWWWWWWWGGGGG G G G G
G
G
G GGGGTT T
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETEE
EGGGGG
CACTUS CURVEWHEELHOUSE WAYKECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
PARCEL NO.
8604000904
PARCEL X
WILLOW BROOKSTORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
30'
FL-FL53' ROW
C-1
STA 11+18.70
N: 102722.51
E: 213611.38
98.70
L
F
1
8
"
R
C
P
@
1.
0
0
%
FES C
STA 10+20.00
N: 102677.64
E: 213523.47FES D
STA 10+20.00
N: 102634.72
E: 213449.05
D-2
STA 11+09.04
N: 102632.32
E: 213360.04
RAIN
GARDEN B
RAIN
GARDEN B
POND 1
32.59 LF 15" RCP @ 0.50%
E-1
STA 10+54.38
N: 102613.97
E: 213417.02
FES E
STA 10+20.00
N: 102624.34
E: 213449.80
34.38 LF 15" RCP @ 0.50%49.42 LF 15" RCP @ 0.50%F-1
STA 10+20.00
N: 102565.71
E: 213467.49
SANITARY LINE A-1
SEE SHEET SS1
14 DRAINAGE EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
SIDEWALK
CHASE
SIDEWALK CHASE
6 DRAINAGE & EASEMENT
30'
FL-FL
53' ROW
6 DRAINAGE & UTILITY EASEMENT
15 UTILITY EASEMENT
REC. NO. 20190009470
APPROXIMATE LIMITS
OF ASPHALT PATCH
F-2
STA 10+69.42
N: 102615.10
E: 213469.04
56.46 LF 15" RCP @ 0.50%
D-1
STA 10+52.59
N: 102633.84
E: 213416.48
PROFILE SCALE:
STORM DRAIN LINE C, D, E & F
ST3 PLAN & PROFILESTORM DRAIN A14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
INLET SCHEDULE
NAME TYPE SIZE
A-1 NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE 15"
A-2 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-3 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-4 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
A-5 NYLOPLAST LIGHT DUTY W/ DROP-IN GRATE 15"
A-6 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-1 SINGLE CURB INLET (DETAIL D5-501)4'x3'
B-2 SINGLE CURB INLET (DETAIL D5-501)4'x3'
B-3 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-4 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-5 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-6 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
B-7 NYLOPLAST IN-LINE DRAIN W/ DROP-IN GRATE 12"
C-1 WATER QUALITY OUTLET STRUCTURE (D6-601)24"
D-1 SINGLE CURB INLET (DETAIL D5-501)4'x3'
D-2 WATER QUALITY OUTLET STRUCTURE (D6-601)24"
E-1 DOUBLE CURB INLET (DETAIL D5-500)7'-1"x3'
F-1 STANDARD MANHOLE 48" ø
F-2 EDB OUTLET STRUCTURE (DETAIL D6-601)9'-6"x4'-6"
STORM DRAINS
C, D & E
PROFILE SCALE:PROFILE SCALE:PROFILE SCALE:
TTT TG G
GGG
G G
G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEEEG G
G GGG
GGGGGGGC/OC/OGASSCONTROLIRRCONTROLIRRWETTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T TTEEEE E
EEEEGGGGGGG G
WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWWLOGGERS LANECACTUS CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
STORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
STORM DRAIN LINE G
SEE SHEET ST2
SANTARY LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY
EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
15 UTILITY EASEMENT
REC. NO. 20190009470
RAIN
GARDEN B
POND 1
RAIN
GARDEN
A
PR FIRE HYDRANT #1
PR FIRE HYDRANT #2
APPROXIMATE LIMITS
OF ASPAHLT PATCH
CONNECT TO EX
WATER MAIN
TAPPING SLEEVE
W/ 8" GV (N)
(CONTRACTOR TO
POTHOLE TO
VERIFY DEPTH
PRIOR TO
CONSTRUCTION)
N:102531.75
E:213414.22
RELOCATED EX FH
CONNECT TO EX
WATER MAIN
TAPPING SLEEVE W/ 8" GV (N)
(CONTRACTOR TO POTHOLE
TO VERIFY DEPTH PRIOR
TO CONSTRUCTION)
N:103203.92
E:213443.72
STA. 15+43.46
45.00° BEND w/ TB
N:103073.00
E:213404.65
STA. 20+09.69
45.00° BEND w/ TB
N:102748.92
E:213555.75
STA. 15+78.60
8"x8" TEE w/ TB
& 3-8" GVs
N:103071.90
E:213439.76
STA. 11+60.75
8"x6" SWIVEL TEE
w/ TB & 6" GV (E)
N:102692.44
E:213409.91
STA. 12+13.28
8"x8" TEE w/ TB
& 3-8" GVs
N:102744.96
E:213408.49
6.87 LF 8" PVC
N45°05'32"E
160.75 LF 8" PVC
N01°32'18"W52.54 LF 8" PVC
N01°32'39"W35.13 LF 8" PVCS88°12'34"E7.07 LF 8" PVC
S43°27'08"W
147.31 LF 8" PVCS88°27'27"WSTA. 17+11.76
8"x6" SWIVEL TEE
w/ TB & 6" GV (W)
N:103044.81
E:213552.73
STA. 16+93.49
45.00° BEND w/ TB
N:103063.07
E:213552.24
7.51 LF 8" PVC
S43°12'34"E
SANITARY LINE A-1
SEE SHEET SS1
IRRIGATION SERVICE
STA. 17+35.52
8"x4" TEE w/ TB
N:103021.07
E:213553.38
STA. 17+40.52
8"x4" TEE w/ TB
N:103016.07
E:213553.51
STA. 18+77.80
8"x4" TEE w/ TB
N:102878.84
E:213557.23
STA. 19+03.87
8"x4" TEE w/ TB
N:102852.77
E:213557.94
STA. 16+47.51
8"x6" TEE w/ TB
N:103069.75
E:213508.64
STA. 11+48.07
8"x6" SWIVEL TEE
w/ TB & 6" GV (W)
N:103199.92
E:213443.61
STA. 10+87.84
8"x4" TEE w/ TB
N:103139.72
E:213441.81
60.23 LF 8" PVC
N01°42'19"E 87.84 LF 8" PVC
N01°43'41"E 68.91 LF 8" PVCS88°12'34"E38.48 LF 8" PVCS88°12'34"E18.27 LF 8" PVC
S01°33'11"E
23.75 LF 8" PVC
S01°33'11"E
5.00 LF 8" PVC
S01°33'11"E
137.28 LF 8" PVC
S01°33'11"E
26.07 LF 8" PVC
S01°33'11"E
98.75 LF 8" PVC
S01°33'11"E
97.09 LF 8" PVC
N01°32'33"W
16.86 LF 8" PVC
N01°32'33"W
141.10 LF 8" PVC
N01°32'33"W
12.75 LF 8" PVC
N01°32'33"W
47.99 LF 8" PVC
N01°32'33"W
STA. 20+02.62
45.00° BEND w/ TB
N:102754.06
E:213560.61STA. 16+85.98
45.00° BEND w/ TB
N:103068.55
E:213547.10
STA. 15+36.59
45.00° BEND w/ TB
N:103068.15
E:213399.78
7.51 LF 8" PVC
N01°36'57"W
STA. 12+20.79
8"x4" TEE w/ TB
N:102752.46
E:213408.28
STA. 13+17.88
8"x4" TEE w/ TB
N:102849.52
E:213405.67
STA. 13+34.74
8"x4" TEE w/ TB
N:102866.37
E:213405.21
STA. 14+88.60
8"x4" TEE w/ TB
N:103020.17
E:213401.07
STA. 14+75.85
8"x4" TEE w/ TB
N:103007.43
E:213401.42
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
9+5010+0011+0012+0013+0014+0015+0016+00
STA.=10+34.18
INV.= 4889.66
EX 18" RCP STORM
STA.=10+43.31
EX CABLESTA.=10+48.20
EX CABLE
STA.=10+53.10
EX ELECTRIC
STA.=11+01.99
INV.= 4891.83
PR 15" RCP STORM
STA.=11+69.78
PR GAS
STA.=12+03.28
INV.= 4891.92
PR 8" PVC SANITARY
EXISTING GROUND
4897.114897.174897.414897.734898.054898.354898.654898.974899.294899.604899.914900.224900.534900.844901.164901.474901.784902.094902.474902.774902.884902.88STA.=13+54.93
PR ELECTRIC
STA.=13+56.93
PR ELECTRIC
PROPOSED GROUND EXISTING GROUND
PROPOSED GROUNDSTA. 15+43.4645° BEND w/ TBT.O.P.=4897.25STA. 15+78.608"X8" TEE w/ TB & 3-8" GVsT.O.P.=4897.43STA. 11+60.75FH ASSEMBLY8"X6" SWIVEL TEE w/ TB & 6" GV (E)T.O.P.=4889.94STA. 12+13.288"X8" TEE w/ TB & 3-8" GVsT.O.P.=4889.94STA. 12+20.798"X4" SWIVEL TEE W/ 4" GV (W)T.O.P.=4890.36STA. 13+17.888"X4" TEE W/ 4" GV (E)T.O.P.=4894.22STA. 13+34.748"X4" TEE W/ 4" GV (W)T.O.P.=4894.46STA. 14+75.858"X4" TEE W/ 4" GV (W)T.O.P.=4896.46STA. 14+88.608"X4" TEE W/ 4" GV (E)T.O.P.=4896.65STA. 15+36.5945° BEND W/ TBT.O.P.=4897.19184.5' DEF.STA. 14+90.70T.O.P.=4896.68(@ 0.1°)
71.0' DEF.STA. 12+42.05T.O.P.=4893.65STA. 13+13.04T.O.P.=4894.15(@ 0.2°)STA. 10+00.0CONNECT TO EX WATER MAINTAPPING SLEEVE W/ 8" GV(CONTRACTOR TO POTHOLE PRIOR TOCONSTRUCTION TO VERIFY DEPTH)T.O.P.=4891.85STA. 10+51.245.00° BENDT.O.P.=4889.94STA. 12+18.711.25° BENDT.O.P.=4889.94STA. 12+37.311.25° BENDT.O.P.=4893.65STA. 10+49.245.00° BENDT.O.P.=4887.96STA. 10+15.345.00° BENDT.O.P.=4891.85STA. 10+19.245.00° BENDT.O.P.=4887.96STA.=10+21.17
INV.= 4877.99
EX 24" PVC SANITARY
18" MIN.18" MIN.
18" MIN.
8" PVC
8" PVC
8" PVC
WT1 PLAN & PROFILEWATER LINE15
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
WT1/WT2/WT3PROFILE SCALE:
LINE
MATCH STA
16+00
WATER LINE
STAMATCH LINESEE SHEET16+00WT2SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYNOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS 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 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE 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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL INDIVIDUAL WATER SERVICES SHALL BE 3/4". ALL DUAL WATER SERVICES
SHALL BE 1" BETWEEN THE TAP ON THE MAIN AND THE BRANCH YOLK IN THE METER
PIT.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT
TTT TG G
GGG
G G
G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEEEG G
G GGG
GGGGGGGC/OC/OGASSCONTROLIRRCONTROLIRRWETTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T TTEEEE E
EEEEGGGGGGG G
WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWWLOGGERS LANECACTUS CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
STORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
STORM DRAIN LINE G
SEE SHEET ST2
SANTARY LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY
EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
15 UTILITY EASEMENT
REC. NO. 20190009470
RAIN
GARDEN B
POND 1
RAIN
GARDEN
A
PR FIRE HYDRANT #1
PR FIRE HYDRANT #2
APPROXIMATE LIMITS
OF ASPAHLT PATCH
CONNECT TO EX
WATER MAIN
TAPPING SLEEVE
W/ 8" GV (N)
(CONTRACTOR TO
POTHOLE TO
VERIFY DEPTH
PRIOR TO
CONSTRUCTION)
N:102531.75
E:213414.22
RELOCATED EX FH
CONNECT TO EX
WATER MAIN
TAPPING SLEEVE W/ 8" GV (N)
(CONTRACTOR TO POTHOLE
TO VERIFY DEPTH PRIOR
TO CONSTRUCTION)
N:103203.92
E:213443.72
STA. 15+43.46
45.00° BEND w/ TB
N:103073.00
E:213404.65
STA. 20+09.69
45.00° BEND w/ TB
N:102748.92
E:213555.75
STA. 15+78.60
8"x8" TEE w/ TB
& 3-8" GVs
N:103071.90
E:213439.76
STA. 11+60.75
8"x6" SWIVEL TEE
w/ TB & 6" GV (E)
N:102692.44
E:213409.91
STA. 12+13.28
8"x8" TEE w/ TB
& 3-8" GVs
N:102744.96
E:213408.49
6.87 LF 8" PVC
N45°05'32"E
160.75 LF 8" PVC
N01°32'18"W52.54 LF 8" PVC
N01°32'39"W35.13 LF 8" PVCS88°12'34"E7.07 LF 8" PVC
S43°27'08"W
147.31 LF 8" PVCS88°27'27"WSTA. 17+11.76
8"x6" SWIVEL TEE
w/ TB & 6" GV (W)
N:103044.81
E:213552.73
STA. 16+93.49
45.00° BEND w/ TB
N:103063.07
E:213552.24
7.51 LF 8" PVC
S43°12'34"E
SANITARY LINE A-1
SEE SHEET SS1
IRRIGATION SERVICE
STA. 17+35.52
8"x4" TEE w/ TB
N:103021.07
E:213553.38
STA. 17+40.52
8"x4" TEE w/ TB
N:103016.07
E:213553.51
STA. 18+77.80
8"x4" TEE w/ TB
N:102878.84
E:213557.23
STA. 19+03.87
8"x4" TEE w/ TB
N:102852.77
E:213557.94
STA. 16+47.51
8"x6" TEE w/ TB
N:103069.75
E:213508.64
STA. 11+48.07
8"x6" SWIVEL TEE
w/ TB & 6" GV (W)
N:103199.92
E:213443.61
STA. 10+87.84
8"x4" TEE w/ TB
N:103139.72
E:213441.81
60.23 LF 8" PVC
N01°42'19"E 87.84 LF 8" PVC
N01°43'41"E 68.91 LF 8" PVCS88°12'34"E38.48 LF 8" PVCS88°12'34"E18.27 LF 8" PVC
S01°33'11"E
23.75 LF 8" PVC
S01°33'11"E
5.00 LF 8" PVC
S01°33'11"E
137.28 LF 8" PVC
S01°33'11"E
26.07 LF 8" PVC
S01°33'11"E
98.75 LF 8" PVC
S01°33'11"E
97.09 LF 8" PVC
N01°32'33"W
16.86 LF 8" PVC
N01°32'33"W
141.10 LF 8" PVC
N01°32'33"W
12.75 LF 8" PVC
N01°32'33"W
47.99 LF 8" PVC
N01°32'33"W
STA. 20+02.62
45.00° BEND w/ TB
N:102754.06
E:213560.61STA. 16+85.98
45.00° BEND w/ TB
N:103068.55
E:213547.10
STA. 15+36.59
45.00° BEND w/ TB
N:103068.15
E:213399.78
7.51 LF 8" PVC
N01°36'57"W
STA. 12+20.79
8"x4" TEE w/ TB
N:102752.46
E:213408.28
STA. 13+17.88
8"x4" TEE w/ TB
N:102849.52
E:213405.67
STA. 13+34.74
8"x4" TEE w/ TB
N:102866.37
E:213405.21
STA. 14+88.60
8"x4" TEE w/ TB
N:103020.17
E:213401.07
STA. 14+75.85
8"x4" TEE w/ TB
N:103007.43
E:213401.42
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
4870
4875
4880
4885
4890
4895
4900
4905
4910
4915
16+0017+0018+0019+0020+0021+0022+00
PROPOSED GROUND EXISTING GROUND
4902.884902.754902.554902.344902.144901.844901.624901.414901.194900.984900.764900.554900.334900.124899.904899.694899.584899.374899.194899.004898.784898.564898.33STA.=18+64.01
PR ELECTRIC
STA.=18+66.01
PR ELECTRIC
STA.=20+80.82
INV.= 4895.25
PR 15" RCP STORM
EXISTING GROUND
PROPOSED GROUNDSTA.=20+25.92
EX TELEPHONE
(TO BE REMOVED)
8" PVC
8" PVC
8" PVC8" PVCSTA. 20+09.6945° BEND W/ TBT.O.P.=4894.08STA. 15+78.608"X8" TEE w/ TB & 3-8" GVsT.O.P.=4897.43STA. 16+93.4945° BEND W/ TBT.O.P.=4896.97STA. 17+11.76FH ASSEMBLY8"X6" SWIVEL TEE W/ 6" GV (W)T.O.P.=4896.81STA. 16+47.518"X4" TEE W/ 4" GV (N)T.O.P.=4897.35STA. 16+85.9845° BEND W/ TBT.O.P.=4897.04STA. 17+35.528"X4" TEE W/ 4" GV (W)T.O.P.=4896.59STA. 17+40.528"X4" TEE W/ 4" GV (E)T.O.P.=4896.54STA. 18+77.808"X4" TEE W/ 4" GV (E)T.O.P.=4895.29STA. 19+03.878"X4" TEE W/ 4" GV (W)T.O.P.=4895.05STA. 20+02.6245° BEND W/ TBT.O.P.=4894.14184.5' DEF.STA. 16+75.19T.O.P.=4897.14(@ 0.1°)
76.7' DEF.STA. 20+42.48T.O.P.=4893.78STA. 21+19.16T.O.P.=4893.37(@ 0.1°)STA. 21+57.08"X8" TEE w/ TB & 3-8" GVsT.O.P.=4890.35STA. 21+34.511.17° BENDT.O.P.=4893.35STA. 21+49.511.25° BENDT.O.P.=4890.3518" MIN.
WT2 PLAN & PROFILEWATER LINE16
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
PROFILE SCALE:
LINE
MATCH STA
16+00
WATER LINE
STAMATCH LINESEE SHEET16+00WT1SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYNOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS 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 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE 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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL INDIVIDUAL WATER SERVICES SHALL BE 3/4". ALL DUAL WATER SERVICES
SHALL BE 1" BETWEEN THE TAP ON THE MAIN AND THE BRANCH YOLK IN THE METER
PIT.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT WT1/WT2/WT3
TTT TG G
GGG
G G
G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEET ETEEEEEEEEEEETTTEEEEEEEEEEEEEEEEEEEEEEEEEE E E
E E
E
EEEEEE E E E
T
EEEEEEEEEEG G
G GGG
GGGGGGGC/OC/OGASSCONTROLIRRCONTROLIRRWETTTCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVT
T TTEEEE E
EEEEGGGGGGG G
WWWWSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSSSSSSSSCTVCTVCTVCTVCTVXXXXXXXXELECWWWWWWWWWWLOGGERS LANECACTUS CURVEWHEELHOUSE WAY
QUASAR WAY
CACTUS CURVE
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
STORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
STORM DRAIN LINE G
SEE SHEET ST2
SANTARY LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY
EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
15 UTILITY EASEMENT
REC. NO. 20190009470
RAIN
GARDEN B
POND 1
RAIN
GARDEN
A
PR FIRE HYDRANT #1
PR FIRE HYDRANT #2
APPROXIMATE LIMITS
OF ASPAHLT PATCH
CONNECT TO EX
WATER MAIN
TAPPING SLEEVE
W/ 8" GV (N)
(CONTRACTOR TO
POTHOLE TO
VERIFY DEPTH
PRIOR TO
CONSTRUCTION)
N:102531.75
E:213414.22
RELOCATED EX FH
CONNECT TO EX
WATER MAIN
TAPPING SLEEVE W/ 8" GV (N)
(CONTRACTOR TO POTHOLE
TO VERIFY DEPTH PRIOR
TO CONSTRUCTION)
N:103203.92
E:213443.72
STA. 15+43.46
45.00° BEND w/ TB
N:103073.00
E:213404.65
STA. 20+09.69
45.00° BEND w/ TB
N:102748.92
E:213555.75
STA. 15+78.60
8"x8" TEE w/ TB
& 3-8" GVs
N:103071.90
E:213439.76
STA. 11+60.75
8"x6" SWIVEL TEE
w/ TB & 6" GV (E)
N:102692.44
E:213409.91
STA. 12+13.28
8"x8" TEE w/ TB
& 3-8" GVs
N:102744.96
E:213408.49
6.87 LF 8" PVC
N45°05'32"E
160.75 LF 8" PVC
N01°32'18"W52.54 LF 8" PVC
N01°32'39"W35.13 LF 8" PVCS88°12'34"E7.07 LF 8" PVC
S43°27'08"W
147.31 LF 8" PVCS88°27'27"WSTA. 17+11.76
8"x6" SWIVEL TEE
w/ TB & 6" GV (W)
N:103044.81
E:213552.73
STA. 16+93.49
45.00° BEND w/ TB
N:103063.07
E:213552.24
7.51 LF 8" PVC
S43°12'34"E
SANITARY LINE A-1
SEE SHEET SS1
IRRIGATION SERVICE
STA. 17+35.52
8"x4" TEE w/ TB
N:103021.07
E:213553.38
STA. 17+40.52
8"x4" TEE w/ TB
N:103016.07
E:213553.51
STA. 18+77.80
8"x4" TEE w/ TB
N:102878.84
E:213557.23
STA. 19+03.87
8"x4" TEE w/ TB
N:102852.77
E:213557.94
STA. 16+47.51
8"x6" TEE w/ TB
N:103069.75
E:213508.64
STA. 11+48.07
8"x6" SWIVEL TEE
w/ TB & 6" GV (W)
N:103199.92
E:213443.61
STA. 10+87.84
8"x4" TEE w/ TB
N:103139.72
E:213441.81
60.23 LF 8" PVC
N01°42'19"E 87.84 LF 8" PVC
N01°43'41"E 68.91 LF 8" PVCS88°12'34"E38.48 LF 8" PVCS88°12'34"E18.27 LF 8" PVC
S01°33'11"E
23.75 LF 8" PVC
S01°33'11"E
5.00 LF 8" PVC
S01°33'11"E
137.28 LF 8" PVC
S01°33'11"E
26.07 LF 8" PVC
S01°33'11"E
98.75 LF 8" PVC
S01°33'11"E
97.09 LF 8" PVC
N01°32'33"W
16.86 LF 8" PVC
N01°32'33"W
141.10 LF 8" PVC
N01°32'33"W
12.75 LF 8" PVC
N01°32'33"W
47.99 LF 8" PVC
N01°32'33"W
STA. 20+02.62
45.00° BEND w/ TB
N:102754.06
E:213560.61STA. 16+85.98
45.00° BEND w/ TB
N:103068.55
E:213547.10
STA. 15+36.59
45.00° BEND w/ TB
N:103068.15
E:213399.78
7.51 LF 8" PVC
N01°36'57"W
STA. 12+20.79
8"x4" TEE w/ TB
N:102752.46
E:213408.28
STA. 13+17.88
8"x4" TEE w/ TB
N:102849.52
E:213405.67
STA. 13+34.74
8"x4" TEE w/ TB
N:102866.37
E:213405.21
STA. 14+88.60
8"x4" TEE w/ TB
N:103020.17
E:213401.07
STA. 14+75.85
8"x4" TEE w/ TB
N:103007.43
E:213401.42
4885
4890
4895
4900
4905
4910
4915
4885
4890
4895
4900
4905
4910
4915
9+5010+0011+0012+00 4902.904902.994902.664902.994903.494903.814903.82PROPOSED
GROUND
EXISTING
GROUND
PROPOSED GROUND
EXISTING GROUND
STA.=11+00.35
PR ELECTRIC
STA.=11+29.04
INV.= 4901.25
PR 15" RCP STORM
8" PVC
STA. 10+20.08"X8" TEE w/ TB & 3-8" GVsT.O.P.=4897.43STA. 11+52.1CONNECT TO EX WATER MAINTAPPING SLEEVE W/ 8" GV(CONTRACTOR TO POTHOLE PRIOR TOCONSTRUCTION TO VERIFY DEPTH)T.O.P.=4897.43STA. 10+87.848"X4" TEE W/ 4" GV (W)T.O.P.=4897.43STA. 11+48.07FH ASSEMBLY8"X6" SWIVEL TEE W/ 6" GV (W)T.O.P.=4897.43WT3 PLAN & PROFILEWATER LINE17
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
PROFILE SCALE:
WATER LINE
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYNOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS - LOVELAND WATER
DISTRICT, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE
REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS
REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS 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 5-FT MINIMUM AND 6-FT MAXIMUM WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE 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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL INDIVIDUAL WATER SERVICES SHALL BE 3/4". ALL DUAL WATER SERVICES
SHALL BE 1" BETWEEN THE TAP ON THE MAIN AND THE BRANCH YOLK IN THE METER
PIT.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED WATER METER PIT WT1/WT2/WT3
VAULT
ELEC
VAULT
ELEC
GAS
S
VAULT
ELEC
FES
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
LID
S
VAULT
ELEC
W FE
SD
S
S
SS
HY DCONTROL
IRR
CONTROL
IRR
CONTROL
IRR
D
E
VAULT
ELEC
T
VAULT
ELECCXGCTVTE EW W W W
CTV CTV CTV CTV CTV
CTV CTV CTV CTVTT
E
E E
E XXXXXXXXXXE EX EG G G GGGGWW
STST ST ST ST ST ST ST ST ST STSSSS SS SS SS SS SS SS SS SS SS SS
SS
SSSS SS
SSSSSS
CTV
CTV
CTV
CTV XX X X
X X X X
XXXXXXELEC
WWWWWWWWWWWWWWWPARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1
SCHOOL
DISTRICT
PARCEL NO.
8604000904
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)CACTUS CURVE(53' PUBLIC ROW)WHEELHOUSE WAY(53' PUBLIC ROW)QUASAR WAY(53' PUBLIC ROW)LOGGERS LANE
(53' PUBLIC ROW)
ECLIPSE LANE
(53' PUBLIC ROW)
RAIN
GARDEN
B
POND 1
STORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3 STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
CACTUS CURVE
(53' PUBLIC ROW)
STORM DRAIN
PROPOSED POND 1 OUTFALL
PROPOSED
STORM
DRAIN
OG1 OVERALL GRADING PLAN18
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
G1
G2
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LOT TYPE
LEGEND:
PROPOSED GRADE BREAK
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
VAULT
ELEC
VAULT
ELEC
GAS
S
VAULT
ELEC
FES
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
LID
HY DCONTROL
IRR
CONTROL
IRR
CONTROL
IRRXX W W WXXXXX
XXXXXXXXEEG G G G G G G G
GGGGGGGW W W
WWWSSSSSS SS
XXX X X X X X
X X X X X X X X
XXXXXXXXXXXPARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
LOGGERS LANE
ECLIPSE LANEQUASAR WAYWHEELHOUSE WAYCACTUS CURVE0.531.301.661.921.992.082.372.472.563.002.71
2.84
2.90
3.03
2.
9
9 2.882.73
2.62
2.54
2.43
1.531.
3
6
0.821.
0
01.201.371.631.792.052.222.452.201.
8
3
1.591.220.980.
6
5
0.
5
9
2.
5
0
1.002.752.502.
5
0
2.
5
0
2.502.
5
0
1.002.752.752.752.752.752.752.500.500.350.952.400.75
0.75
1.25
1.50
1.50
2.25
2.25
2.25
(2
.
1
0
)0.500.0699.8699.5999.3999.2598.5398.75(0.94)(0.74)(0.99)(1.12)(1.36)(1
.
9
6
)(2.07)(2.10)(2
.
1
0
)1.35(2.17)(2.60)3.003.50
3.50
4.501.
7
6
2.
2
2(2.97)(2.51)(2.40)(3.62)4.25
2.
2
5 2.252.
2
5 2.253.122.
2
5 2.252.262.
2
5
1.
5
01.331.822.352.
1
5(2.39)(2.32)(2.53)(2.17)(1.91)(2.82)(1.95)
(1.99)
(2.21)
(1.83)
(1.85)
(1.87)
(1.90)
(2.11)
2.
2
5 1.751.751.802.
0
02.002.001.
9
8
2.
2
5
2.250.991.030.700.
7
51.08(3.42)2.00(2.26)1.931.951.961.
7
8
2.
0
2
2.
2
9
2.
2
51.00(1.98)2.
0
0
(1.89)(1.80)1.052.402.502.502.
7
5
2.40
2.40
2.40
2.40
3.503.50
FES
INV=4900.57
FES
INV=4900.65
FES
INV=4901.27
FES
INV=4901.22
FES
INV=4901.06
FES
INV=4901.07
IN-LINE DRAIN
RIM=4901.00
IN-LINE DRAIN
RIM=4901.00
IN-LINE DRAIN
RIM=4901.00
IN-LINE DRAIN
RIM=4901.50
IN-LINE DRAIN
RIM=4901.00
IN-LINE DRAIN
RIM=4902.00
IN-LINE DRAIN
RIM=4902.00
IN-LINE DRAIN
RIM=4900.50
FFE=5.00 FFE=5.00 FFE=5.00 FFE=5.00
FFE=4.75 FFE=4.75 FFE=4.75 FFE=4.75 FFE=4.75
FFE=4.75
FFE=2.75
FFE=3.75
FFE=3.75
FFE=3.75
FFE=3.75
FFE=2.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=4.25
FFE=0.85
FFE=4.00
FFE=4.00
FFE=4.00
FFE=4.00
FFE=4.00
FFE=4.00
FFE=2.75
FFE=3.50
FFE=3.50
FFE=3.50
GFFE=1.75
GFFE=2.25
GFFE=2.75
GFFE=3.50 GFFE=3.50
GFFE=3.25 GFFE=3.25 GFFE=3.25
GFFE=2.50
GFFE=2.00
GFFE=2.00
GFFE=1.25
GFFE=1.60
GFFE=2.00
GFFE=2.50GFFE=2.75
GFFE=2.25
GFFE=1.85
FFE=3.50
FFE=2.50
PROPOSED SWALE
PROPOSED SWALE
PROPOSED SWALE
PROPOSED
STORM DRAIN
PROPOSED CULVERT
COORDINATE DESIGN &
CONSTRUCTION WITH THE
IRRIGATION DITCH COMPANY
PROPOSED CULVERT
COORDINATE DESIGN &
CONSTRUCTION WITH THE
IRRIGATION DITCH COMPANY
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYG1 GRADING PLAN19
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G2
G1
G2
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LOT TYPE
LEGEND:
PROPOSED GRADE BREAK
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
S
VAULT
ELEC
W FES
D
S
S
D
E
VAULT
ELEC
T
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV CTV CTVTTTTT
E
E
E E E E
E EXXXXXXXXXXXX XXXE E E E E
STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST
SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
SSSSSSC
T
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV XXXXXELEC
WWWWWWWWWWWWWWWWWWWWWWWWWW4:1PARCEL X
WILLOW BROOK
CITY OF FORT COLLINS
PARCEL NO. 8609128901
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
CACTUS CURVE
WHEELHOUSE WAYCACTUS CURVEKECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)97.9098.1598.5198.7698.9599.4099.920.530.821.
0
0
0.
6
9
0.
5
8
0.
2
9
0.
0
8
100.00
97.40
98.74
99.83
97.40
99.0099.47(2.42)91.869
3
.
8
5 0.180.350.600.771.200.980.650.330.200.5999.472.
5
0
1.
0
0
1.002.750.500.350.950.
5
0
0.350.350.
5
0
9
9
.
7
1
99.2396.65
96.65
96.65
96.65
96.65
98.15
98.75
0.75
99.75
99.75
0.75
0.75
1.25
1.5099.3999.2598.5398.2297.7897.4798.7597.2597.0096.3996.1195.7395.25(9
6
.
4
3
)(95.93)(96.56)(96.87)(9
8
.
0
8
)(98.60)(0.94)(98.98)(99.52)(0.28)(0
.
7
4
)(0.99)(1
.
1
2
)
(1.90)
(2.11)
(2.26)
(2.30)
(1.87)
(2.02)
(2.25)
(2.24)
(1.97)
93.8597.0092.6091.8597.402.
0
02.062.
2
5
2.
2
5
2.
2
5
2.252.251.600.9897.401.
9
8
2.
2
5
2.
2
5
97.009
7
.
0
0 93.851.0093.85
99.49
9
2
.
3
9
93.8593.85 0.991.030.700.
7
5
0.0691.8098.3998.1598.360.
0
7
97.0099.0492.5092.9093.8597.0095.88
5:193.85
97.0092.2993.8599.0799.3399.670.281.0595.45(9
5
.
8
7
)(97.69)0.
1
8
0.102.40
0.43
0.500.3596.40
3.
0%
3.0%0.5%0.5%0.5%0.5%
0.5%
91.25
9
1
.
4
9
9
1
.
3
4
9
1
.
3
0
INLET
FL=4898.86
INLET
FL=4898.50
OUTLET STRUCTURE
RIM=4897.30
OUTLET STRUCTURE
RIM=4895.10
STORM MH
RIM=4897.81
FES
INV=4891.40
FES
INV=4891.44
FES
INV=4891.64 FES
INV=4891.70
FES
INV=4896.40
IN-LINE DRAIN
RIM=4901.00
IN-LINE DRAIN
RIM=4901.00
IN-LINE DRAIN
RIM=4900.43
IN-LINE DRAIN
RIM=4900.21
INLET
FL=4896.89
IN-LINE DRAIN
RIM=4900.50
FFE=3.75
FFE=2.25
FFE=2.25
FFE=2.25
FFE=2.25
FFE=99.65
FFE=0.65
FFE=0.65
FFE=0.65
FFE=0.65
FFE=4.25
FFE=0.85
FFE=2.35
FFE=2.35
FFE=2.35 FFE=2.50
FFE=2.50
FFE=2.50
FFE=1.00
FFE=4.00
FFE=4.00
FFE=0.25
FFE=2.75
FFE=2.75
FFE=2.75
FFE=2.75
FFE=3.50
GFFE=98.65
GFFE=99.15
GFFE=99.65
GFFE=0.25
GFFE=0.75
GFFE=1.75
GFFE=1.25
GFFE=0.75
GFFE=0.25GFFE=0.50
GFFE=1.00
GFFE=1.00
GFFE=1.60GFFE=1.85
GFFE=0.85
GFFE=0.85
POND 1
BOT EL=4891.85
4-FT WIDE STEP EL=4893.85
TOP EL=VARIES/STEPPED (MIN.=4896.90)
OUTLET EL=4896.70
REQUIRED VOL=35,040 CF
PROVIDED VOL=36,028 CF
RAIN GARDEN A
BOT=4894.0
TOP=4895.0
(4:1 SIDES)
RAIN GARDEN B
BOT=4896.4
TOP=4897.4
(4:1 SIDES)
GFFE=99.95
UPPER DETENTION WALL
TO BE RAISED TO MATCH
EX GRADE AT DRIPLINE
UPPER DETENTION WALL
TO BE RAISED TO REDUCE
SLOPE FROM ROAD
TAPER
TOP WALL
TAPER TOP WALL
EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
SIDEWALK
CHASE
STEPPED WALL
STEPPED WALL
STEPPED WALL
MAINTENANCE
ACCESS
EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
SIDEWALK
CHASE
OUTLET STRUCTURE
RIM=4896.70
FLOW CONTROL GRATE INV. IN=4891.25
EX DRIPLINE
STEPPED WALL
FG@T.O.W.=97.00
4-FT WIDE BENCH=94.00
FG@B.O.W.=92.00
PROPOSED POND 1 OUTFALL
PR SWALE
PROPOSED SWALE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYG2 GRADING PLAN20
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G1
G1
G2
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LOT TYPE
LEGEND:
PROPOSED GRADE BREAK
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
T
TGGGGGGGGGGGGGGGGGGG G
EE TTE E E E
E
E
EE
TT
TEEEEE E E E E E E
EEEEEEEEEEEEEGGGGGG
G
GLOGGERS LANECACTUSCURVEWHEELHOUSE
WAY
QUASAR WAY
VAULTELECGASSFESCONTROLIRRCONTROLIRRSVAULTELECWSXCTVCTVCTVCTVCTVEEXEGG
GGWWSTSTSTST
STSTSS
SSSSSSSSSSSSSSSSCTVCTVCTVCTVXXXXELECWWWWWWPARCEL R
WILLOW BROOK
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
STORM DRAIN LINE G
SEE SHEET ST2
SANTARY LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
6 DRAINAGE & UTILITY EASEMENT
KECHTER ROAD (C.R. 36)(70' PUBLIC ROW)4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
0+00 1+00 2+00 3+00 4+00 5+00 6+00
52.4' VC
LP ELEV = 4897.31
LP STA = 0+37.80
PVI STA = 0+49.00
PVI ELEV = 4897.22
BCVS: 0+22.80BVCE: 4897.35ECVS: 0+75.21EVCE: 4897.55A.D. = 1.75
K = 30.00
105.3' VC
HP ELEV = 4903.10
HP STA = 5+51.46
PVI STA = 5+41.74
PVI ELEV = 4903.36BVCS: 4+89.10BVCE: 4902.71EVCS: 5+94.38EVCE: 4902.91A.D. = 2.11
K = 50.00
1.25%
-0.50%-2.00%
-2.34%2.34%
-0.86%
EXISTING
GROUND
PROPOSED
GRADE
8' WIDE
VALLEY PAN
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
0+00 1+00 2+00 3+00 4+00 5+00 6+00
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
0+00 1+00 2+00 3+00 4+00 5+00 6+004896.954896.954897.154897.464897.784898.094898.404898.714899.024899.334899.654899.964900.274900.584900.894901.204901.524901.834902.164902.594902.704902.634902.484902.264897.454897.344897.344897.544897.864898.174898.484898.794899.104899.414899.734900.044900.354900.664900.974901.294901.604901.914902.224902.534902.834903.034903.104903.044902.864896.954896.954897.154897.464897.784898.094898.404898.714899.024899.334899.654899.964900.274900.584900.894901.204901.524901.714901.904902.094902.284902.474902.624902.65-0.50%0.50%0.50%
1.25%
1.72%0.48%-0.56%-0.86%
47.0' VC
HP ELEV = 4902.70
HP STA = 5+25.34
PVI STA = 5+27.20
PVI ELEV = 4902.76
BVCS: 5+03.68BVCE: 4902.65EVCS: 5+50.72EVCE: 4902.63A.D. = 1.05
K = 45.00
22.4' VC
PVI STA = 0+64.00
PVI ELEV = 4897.02
BCVS: 0+52.80BVCE: 4896.96ECVS: 0+75.20EVCE: 4897.16A.D. = 0.75
K = 30.00
EXISTING
GROUND
PROPOSED
GRADE
-0.50%0.50%
0.76%
0.50%
1.25%
22.4' VC
PVI STA = 0+64.00
PVI ELEV = 4897.02
BCVS: 0+52.80BVCE: 4896.96ECVS: 0+75.20EVCE: 4897.16A.D. = 0.75
K = 30.00
71.0' VC
HP ELEV = 4902.65
HP STA = 5+93.22
PVI STA = 5+90.52
PVI ELEV = 4902.78
BVCS: 5+55.02BVCE: 4902.51A.D. = 1.42
K = 50.00
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYR1 PLAN & PROFILEWHEELHOUSE WAY & LOGGERS LANE21
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
WHEELHOUSE WAY/LOGGERS LANE
SCALE : 1" = 40' (H) 1" = 4' (V)
LEFT FLOWLINE
WHEELHOUSE WAY/LOGGERS LANE
SCALE : 1" = 40' (H) 1" = 4' (V)
RIGHT FLOWLINE
WHEELHOUSE WAY/LOGGERS LANE
SCALE : 1" = 40' (H) 1" = 4' (V)R1R2STAMATCH LINESEE SHEET6+00R2SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
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
MATCH STA
6+00LINE
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
T TT GGGGGGGGGG G GGGG G
E E EEEE TTE E E E
E
EE
TT
TEEEEE E E E E E E
EEE EE
EEEEEEEEEEETEEEEGGG
G
GLOGGERS LANECACTUSCURVEWHEELHOUSE
WAY
QUASAR WAY
CACTUS CURVE VAULTELECGASSVAULTELECWCTVCTVCTVCTVCTVCTVEEEEGGGG
GGWWSTST
STSTSTSTSSSSSSSSSSSSSSSSCTVCTVCTVXXXELECWWWWWWKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)PARCEL W
WILLOW
BROOK
WILLOW BROOK
STORM DRAIN LINE A
SEE SHEET ST1
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE C
SEE SHEET ST3
STORM DRAIN LINE D
SEE SHEET ST3
STORM DRAIN LINE E
SEE SHEET ST3
STORM DRAIN LINE F
SEE SHEET ST3
STORM DRAIN LINE G
SEE SHEET ST2
SANTARY LINE A-2
SEE SHEET SS2
7 ACCESS EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENTKECHTER ROAD (C.R. 36)(70' PUBLIC ROW)4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
6+00 7+00 8+00 9+00 10+00 11+00 11+68
2.00%
8.75%-8.75%
-0.86%
EXISTING
GROUND
PROPOSED
GRADE 6' WIDE
VALLEY PAN
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+44
4890
4895
4900
4905
4910
4890
4895
4900
4905
4910
6+00 7+00 8+00 9+00 10+00 10+594902.264901.934901.644901.434901.214901.004900.784900.574900.354900.144899.924899.714899.494899.314899.144898.974898.794898.624898.454898.394902.864902.654902.444902.224902.014901.794901.584901.364901.154900.934900.724900.504900.294900.074899.864899.654899.434899.224899.004898.794898.574898.364902.654902.554902.394902.234902.064901.904901.734901.574901.414901.204900.994900.774900.564900.344900.134899.914899.724899.554899.374899.204899.024898.854898.674898.504898.324898.154898.01EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
-0.86%
-1.49%
-0.69%
-0.86%
-0.70%
-0.86%
-0.66%
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYR2 PLAN & PROFILECACTUS CURVE & CACTUS CURVE22
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
CACTUS CURVE/CACTUS CURVE
SCALE : 1" = 40' (H) 1" = 4' (V)
LEFT FLOWLINE
CACTUS CURVE/CACTUS CURVE
SCALE : 1" = 40' (H) 1" = 4' (V)
RIGHT FLOWLINE
CACTUS CURVE/CACTUS CURVE
SCALE : 1" = 40' (H) 1" = 4' (V)R1R2SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
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 INLETSTA
MATCH LINESEE SHEET6+00R2MATCH STA
6+00LINE
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
T
TGGGGGGGGGGG G
EEEE TE E E
E
E
EEE
G
G
GLOGGERS LANEQUASAR WAY
CACTUS CURVE
MATCH EDGE OF
EXISTING
VALLEY PAN
VAULTELECGASSVAULTELECEGGG
GGWW
SSSSXXXXPARCEL W
WILLOW
BROOK
PARCEL R
WILLOW BROOK
STORM DRAIN LINE B
SEE SHEET ST2
STORM DRAIN LINE G
SEE SHEET ST2
9 UTILITY EASEMENT
9 UTILITY EASEMENT
14 DRAINAGE EASEMENT
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
0+00 1+00 2+00
EXISTING
GROUND
PROPOSED
GRADE
-1.64%
-2.00%
-2.31%2.31%
2.00%
72.8' VC
HP ELEV = 4904.05
HP STA = 1+07.90
PVI STA = 1+04.28
PVI ELEV = 4904.38
BVCS: 0+67.90BVCE: 4903.65EVCS: 1+40.66EVCE: 4903.79A.D. = 3.64
K = 20.00
6' WIDE
VALLEY PAN
CONNECT TO
EXISTING
VALLEY PAN
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
0+00 1+00 2+00
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
0+00 1+00 2+004901.904902.404902.904903.414903.774903.834903.104902.804903.304903.784904.044903.984901.904902.404902.904903.414903.774903.83PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
CONNECT TO
EXISTING CURB
EXISTING
GROUND
PROPOSED
GRADE
CONNECT TO
EXISTING CURB
2.00%
-0.77%
55.3' VC
HP ELEV = 4903.85
HP STA = 1+17.02
PVI STA = 1+04.66
PVI ELEV = 4904.00
BVCS: 0+76.98BVCE: 4903.44EVCS: 1+32.33EVCE: 4903.79A.D. = 2.77
K = 20.00
2.00%
-0.74%
54.9' VC
HP ELEV = 4903.84
HP STA = 1+16.89
PVI STA = 1+04.31
PVI ELEV = 4903.99
BVCS: 0+76.86BVCE: 4903.44EVCS: 1+31.75EVCE: 4903.79A.D. = 2.74
K = 20.00
R3 PLAN & PROFILEQUASAW WAY & ECLIPSE LANE23
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
QUASAR WAY
SCALE : 1" = 40' (H) 1" = 4' (V)
LEFT FLOWLINE
QUASAR WAY
SCALE : 1" = 40' (H) 1" = 4' (V)
RIGHT FLOWLINE
QUASAR WAY
SCALE : 1" = 40' (H) 1" = 4' (V)R1R2KEYMAP
KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
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
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
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
EXISTING BIKE LANE
EXISTING BIKE LANE
EXISTING THRU LANE
EXISTING THRU LANE
7.4
12.7
11.0
13.2
7.5
EXISTING
STRIPING
7
EXISTING 11' LEFT TURN LANE ONTO LADY MOON
7
1
3S
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
7
7
1
7EXISTING STRIPING
(TO BE REMOVED)
7
L
A
EXISTING STRIPING
EXISTING BIKE LANE
EXISTING BIKE LANE
EXISTING THRU LANE
PROPOSED THRU LANE
PROPOSED TURN LANE
1
7.7
12.4
11.0
13.9
6.9
3S 3S 3S
XEXISTING STRIPING
(TO BE REMOVED)
L
A
7 77
EXISTING BIKE LANE
EXISTING BIKE LANE
EXISTING THRU LANE
PROPOSED THRU LANE
PROPOSED TURN LANE
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)
1
1 1
1
7
1
6.9
13.0
11.0
14.0
6.8 10.2
5.5
14.6
14.0
7.4
EXISTING TURN LANE
EXISTING BIKE LANE
EXISTING THROUGH LANE
EXISTING THROUGH LANE
EXISTING BIKE LANE
PROPOSED THROUGH LANE
EXISTING BIKE LANE
PROPOSED THROUGH LANE
PROPOSED BIKE LANE
3S 3S
R4 RE-STRIPING PLANKECHTER ROAD24
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYSheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35MATCH LINE - SEE TOP RIGHTMATCH LINE - SEE BOTTOM LEFTMATCH LINE - SEE TOP RIGHTMATCH LINE - SEE BOTTOM LEFTLEGEND:
/ / / / / / / /PROPOSED EDGE OF ASPHALT
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
NOTES:
LOT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
3.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 AND TOWN OF TIMNATH TRAFFIC ENGINEERS PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
YELLOW ISLAND CROSS HATCHING10
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 12' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
L
H
D
C
B
KA
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES
10'30'10'30'10'4" BROKEN WHITE12 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
3'9'3'9'3'4" WHITE DASHED LINE
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER TOWN OF TIMNATH AND CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE CITY OF FORT COLLINS AND TOWN OF TIMNATH ENGINEERS PRIOR TO PERMANENT INSTALLATION
OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT
COLLINS AND TOWN OF TIMNATH ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST
BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD, THE CITY OF FORT COLLINS AND TOWN OF TIMNATH RESERVE THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS AND TOWN OF TIMNATH DETERMINE
THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S
STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD
FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND:STRIPING NOTES:
3'9'3'9'3'8" WHITE DASHED LINE
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30'10'30'10'
EASEMENT
R4
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
PARKING
NO
ANY
ITME
PARKING
NO
ANY
ITME
PARKING
NO
ANY
ITME
SITE SIGN LEGEND
1S
2S
3S
D1 SITE DETAILS25
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
100 101 STREET INTERSECTION CROSSPAN ASPHALT PAVING DETAIL (CROSSPAN)102
SIGN POST103 104 SECTION A-APAVEMENT DESIGN + 1/2" FOR COLLECTOR8" MIN. FOR RESIDENTIAL. USE CONCRETE10' MINIMUM (ARTERIAL)8' MINIMUM (COLLECTOR)PLAN VIEW6' MINIMUM (LOCAL)COLD JOINT (See Standard Drawing 714)AT 10' O.C.TOOL JOINTFOR PANS OVER 40'CONTROL JOINT REQUIREDCONTROLROADWAY WIDTHALL INTERSECTIONS TOHAVE ACCESS RAMPSNOTE:**& ARTERIALS.SIDES.TO PAN SECTION, TYPICAL BOTHTRANSITION FROM C & G SECTIONWALK8'DOWELL IFJOINTSTOOL JOINTAAJOINTS (TYP.)CONTROLPARALLELSTREETCLASSIFICATIONLOVELANDDEPTH OF INVERTWWIDTHCROSS PANArterial10'1 1/4"1 1/2"Collector8'1"1 1/8"Local6'3/4"7/8"d (MAX.)d (MIN.)1 1/2"2 1/2"2"DEPTH OF INVERTFT. COLLINSdd8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.****LENGTH(for monolithic pour)THICKNESS
ASPHALT
DESIGNED 2T*W
ASPHALT
2T*WT W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
ASPHALT
THICKNESS
DESIGNED
AND WALK
CURB, GUTTER
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
**
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)7'-0" MIN. CLEARANCE2' - 3'
FROM F
Street Curb
See Figure 16-1
SW SAMPLEAVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
*12 Gauge 30"8"8"7 3/8" (L)1 3/8"17"6"3 3/8"14"FLR 16"R 16"DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK31"See Drawing 160110 3/4"(L)R 16"DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18"18"3 3/8"1 3/8"6"R 16"FL14"6"17"1 1/2"5' (L)8 5/8" (F.C.)7 1/4" F.C.12" (F.C.)Slope to curb 1/4"/Ft.1' min. (F.C.)48:1 min.4:1 max.ExcavationFill1' min.2' min.1/4"/Ft.CURB & GUTTER IN A CUT OR FILL6"3'-9" (F.C.)For Thickness2' min. (L)CURB AND GUTTER / SIDEWALK
STANDARD SIDEWALK
Sidewalk
Sidewalk
Standard
Street Sign
NOTE:
1. All above ground utilities or other features must be a
minimum of 2' from sidewalk.
* The minimum horizontal clearance may be reduced by the
Local Entity Engineer to zero feet in locations such as downtown,
special pedestrian plazas and bridges, where bicycle traffic is
restricted. In such locations the minimum clear path equal to the
standard sidewalk width for the street classification shall be clear
of all obstructions.
Min. 7' Clearance
Min. 2'
Min. 8' Clearance
* Minimum
Hor. Clear
DETACHED SIDEWALK SECTION
ATTACHED SIDEWALK SECTION
Standard
Width
* Minimum
Hor. Clear
Standard
Width
* Min.
Hor. Clear
Fixed Object: Pole Sign
Post, Hydrant, Bridge
Railing
Objects &
Materials
Trees
Shrubs, Hedges
Fences & Walls
Solid Fixed
Objects
Movable Solid
Objects
Gravel, Rocks, or
Material that may
slough or land on
the sidewalk
Minimum Horizontal
Clearance
2.5'
2'
1'
1'
2'
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
105 PAVING SECTIONS
NOTES:
ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL
RECOMMENDATIONS CONTAINED IN THE "GEOTECHNICAL ENGINEERING REPORT ELIZABETH STREET
PROJECT 1208 AND 1220 WEST ELIZABETH STREET, FORT COLLINS, COLORADO" BY TERRACON
CONSULTANTS, INC., PROJECT NO. 20165099 DATED NOVEMBER 18, 2016, AND ANY SUBSEQUENT ADDENDA.
1.REFER TO PLANS BY RIPLEY DESIGN, INC. FOR ADDITIONAL HARDSCAPE INFORMATION.
2.CONCRETE JOINTING SHALL CONFORM TO CDOT DETAIL M-412-1 OR APPROVED EQUAL.
3.FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PAVER SECTION AND INSTALLATION. (NOTE:
SECTION SHALL MEET THE SAME STRUCTURAL REQUIREMENTS AS 'HEAVY DUTY' ABOVE)
4.THE ENTIRE PERIMETER OF THE PERMEABLE PAVER AREAS SHALL RECEIVE SOME FORM OF EDGE
RESTRAINT. FOLLOW MANUFACTURER'S RECOMMENDATIONS AND DETAILS ON THIS SHEET.
5.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC
RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF
FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT.
4" CONCRETE
PRIVATE CONCRETE FLATWORK
PAVEMENT SECTION
PUBLIC CONCRETE FLATWORK
PAVEMENT SECTION
CONCRETE FLATWORK SECTIONS
VEHICULAR PAVING SECTIONS
ASPHALT
PAVEMENT SECTION
6" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
ASPHALT
PAVEMENT SECTION
7" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
7"
APPROVED
SUBGRADE
8"
APPROVED
SUBGRADE
4" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
5" HOT
BITUMINOUS
PAVEMENT
(S OR SX)
6" CONCRETE
PRIVATE CONCRETE
PAVEMENT SECTION
D2 SITE DETAILS26
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
200 201 202 203SIDEWALK DETAIL STREET ACCESS RAMPSTRUNCATED DOME WARNING
DIRECTIONAL ACCESS RAMP DETAIL
& DETACHED SIDEWALK
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum 1
4"/ft
Maximum 3"/ft
Radius = 8"
1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches
from flow line as shown.
2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match
style of adjacent curb and gutter.
6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
8. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (m
a
x
)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb Option,
See Note 5
Curb
(TYP.)SIDEWALK
SIDEWALK0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
FORT COLLINS ONLY
Notes: 1. Set ramp slopes using the center of theramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for theramp. Specifications for the panel materialwill be provided upon request. 3. Each ramp shall align perpendicular to thestreet in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standardsfor other necessary criteria needed to construct these ramps that is not specifiedon this drawing. 5. Construct the ramps and walk so the cornerarea all drains to the street. 6. If curb and gutter are poured monolithic withramp, place dome edge at back of curb asshown. If not poured monolithic, place dome edge 6" from back of curb.PLAN VIEWNTSRamp
FlareGutterRampRampFlareCurbCurbConc. FlarePanelsPanelsTruncated domepanels:1-2'x2.5'1-2'x2'Truncated Dome WarningDetection Plan LocationsLEGEND:BOC- Back of curb⅊ Property LinePT - Point of TangencyFlow line Section A-A NTS4'-6"2'-0"2'-6"2'-0"t
Varies
Varies 4.5'6.0'.5'1.5'4.5'1.5 '12.0'12.0'4.5'.5'6.0'4.5'L
a
n
d
s
c
a
p
e
d
A
r
e
a
PT CurbAA6" Curb(TYP)0" CurbFull heightcurbTruncated domewarning detection⅊PT of walkR15.0'⅊⅊ & BOW5'-6" BOC to walk w/ vertical curb5'-7" BOC to walk w/ drive over curbConc. SidewalkArea to be landscapedConc. walkGutterorApronTruncate DomeWarning Panel1:12 Max slope1:20SlopePT of curbreturn6"Conc. Flare6" Curb(TYP)See note 6
CurbFlareVaries
CurbFlareRampCurbCurb
FlareRampVaries PanelsPanels6"RampWidth:4.5'5.0'6.0'7.0'8.0'Note:Truncated dome panels areavailable in 2'x2' squaresand 2'x2.5' rectangles.Combine the widths to fitthe ramp. Panels may becut to no less than a 2'x1.5'size.Panel WidthCombinations:2'+2.5'2.5'+2.5'2'+2'+2'2.5'+2'+2.5'2'+2'+2'+2'Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb.For Drive Over Curb the warning detection location shall be placed inthe same position 6" back from theback of curb. 3. If curb and gutter are poured monolithic with ramp, place domeedge at back of curb as shown. Ifnot poured monolithic, place domeedge 6" from back of curb.Case 1-Directional RampsCase 2-Non-Directional RampsVaries
PanelsRampPanelsFlareCurbCase 3-Mid-Block Ramps6"PanelsPanelsFlare6"FlareVaries
FORT COLLINS ONLY
Aligned with
Pedestrian flow
GutterorApron℄Center line of rampBOC-Back of CurbFOC -Face of Curb-Flow lineVaries
2'-0"
2'-0"AAFOC or ℄
2'-0"BOCBOC1:12 max slope1:20slopePanels embedded in theconcrete ramps Section A-A (Center line of ramp)NTSFlow line Curb
and Gutter
BOC
See Note 3
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
D3 UTILITY DETAILS27
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
300 TRENCH AND BEDDING 301 302 303GATE VALVE SINGLE METER PIT
304 305
FIRE HYDRANT
DOUBLE METER PIT UTILITY SERVICE LOCATION
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
D4 UTILITY DETAILS28
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
400 401 402 403OUTSIDE-DROP MANHOLE TYPICAL MANHOLE GROUNDWATER BARRIER
C:\Work\MAPPING\BLOCKS\Logos\SS-New\SFCSD.bmp
404 405
SANITARY SEWER SERVICE CONNECTION
TRENCH AND BEDDING UTILITY SERVICE LOCATION
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
D5 DRAINAGE DETAILS29
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
504
METAL END SECTIONS502
SIDEWALK CHASE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
500 DOUBLE CURB INLET
AA
B
B
A A
SECTION B-B
DETAIL 1
SECTION A-A
PLAN
SECTION C-C
CC
BB
A
A
AA
B
B
A A
501 SINGLE CURB INLET
INLINE DRAIN503
D6 DRAINAGE DETAILS30
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
602 EDB OUTLET STRUCTURE
EXTENDED DETENTION BASIN600
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
CC
A
A
B
B
D
D
SECTION A-A SECTION B-B
WELL SCREEN
FLOW CONTROL PLATE
SECTION D-D
ABBREVIATIONS
PLAN
SECTION C-C
GENERAL NOTES
SECTION E-E
100-YEAR ORIFICE PLATE DETAIL
E
E
RAIN GARDEN601
FLOW LENGTH >
IN THE BOTTOM OF THE BASIN
PROVIDE A 3% MIN. SLOPE TO
THE TRICKLE CHANNEL OR
MICROPOOL.
SEE EDB OUTLET
STRUCTURE
DETAIL
SEEPAGE CUTOFF
COLLAR (IF
NECESSARY)WPERMEABLE GEOTEXTILE
LINER TO TOP OF BANK
24" NYLOPLAST DRAIN BASIN/
W/ DOME GRATE
SEE TABLE
VAULT
ELEC
VAULT
ELEC
GAS
S
VAULT
ELEC
FES
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
LID
S
VAULT
ELEC FE
SD
S
S
SS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
D
E
VAULT
ELEC
T
VAULT
ELECCXXX
XXXXXXXXXXX X X
X X X X
XXXXXXELECT TTTEEEEEETTEEEEEEE ETT T
EEEEEEEEEEEEEEEEEEEEEEEEEE
E EEE
EEEEEEEEEEETE
EE EEE
EE
ECF CF CF CF CF CF CF
CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF
PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1
SCHOOL
DISTRICT
PARCEL NO.
8604000904
ECLIPSE LANE
(53' PUBLIC ROW)
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)CACTUS CURVE(53' PUBLIC ROW)CACTUS CURVE
(53' PUBLIC ROW)WHEELHOUSE WAY(53' PUBLIC ROW)QUASAR WAY(53' PUBLIC ROW)LOGGERS LANE
(53' PUBLIC ROW)SFSF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF
SF
SF
MATCH LINE - SEE SHEET EC3
TYP.
TYP.
TYP.
TYP.
MATCH LINE - SEE SHEET EC2
EC1 OVERALL EROSION CONTROL PLAN31
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYEC2
EC3
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
ROCK SOCK
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SILT FENCE SF
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT
FOR "KECHTER TOWNHOMES" BY NORTHERN ENGINEERING, DATED JULY 22,
2020 FOR ADDITIONAL INFORMATION.
5.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE RUNON IS ANTICIPATED
OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH
DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR.
6.SEDIMENTATION BMP FREQUENCY IS SCHEMATIC. ADD BMPs AS NEEDED TO
ENSURE NO GREATER THAN 2% SLOPE FROM BOTTOM OF UPSTREAM TO TOP
OF DOWNSTREAM STRUCTURE.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
OUTLET PROTECTION
CONSTRUCTION FENCE CF CF
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
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
VAULT
ELEC
VAULT
ELEC
GAS
S
VAULT
ELEC
FES
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR
LID
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRXX XXXXXXXXXXXXXXXX X X X X X
X X X X X X X X
XXXXXXXXXXXTTTTEEEEEEEEEEEETE
TEEEEEEEEEEEEEE
E EEEE
E E EEEEEE E
EE E EEEEEE E
E EEELOGGERS LANE
WHEELHOUSE WAYCF CF CF CF CF CF CF CF CF CF CF CF CF CF CF
CFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCF CF CF CF CF CF CF CF CF CF CF
WHEELHOUSE WAYCACTUS CURVE6' UTILITY &
DRAINAGE
EASEMENT
6' DRAINAGE
EASEMENT
9' UTILITY EASEMENT
PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
ECLIPSE LANEQUASAR WAYSFSFSFSF
SF SF
SF
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF SF
SF SF SF
SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF
SF SF SF
SF SF
SF SF
MATCH LINE - SEE SHEET EC3
TYP.
TYP.
MATCH LINE - SEE SHEET EC2
EC2 EROSION CONTROL PLAN32
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYEC2
EC3
MATCH LINE - SEE SHEET EC3
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
ROCK SOCK
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SILT FENCE SF
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT
FOR "KECHTER TOWNHOMES" BY NORTHERN ENGINEERING, DATED JULY 22,
2020 FOR ADDITIONAL INFORMATION.
5.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE RUNON IS ANTICIPATED
OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH
DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR.
6.SEDIMENTATION BMP FREQUENCY IS SCHEMATIC. ADD BMPs AS NEEDED TO
ENSURE NO GREATER THAN 2% SLOPE FROM BOTTOM OF UPSTREAM TO TOP
OF DOWNSTREAM STRUCTURE.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
OUTLET PROTECTION
CONSTRUCTION FENCE CF CF
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
TYP.
TYP.
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
S
VAULT
ELEC FES
D
S
S
D
E
VAULT
ELEC
T XXXXXXXXXXXXXXXXXXXXELEC TTEEEETT T
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E E EEE E
EEEEEEEEEEEEEEEEEEEEEEETE EEE EEEEE EEE
EECACTUS CURVEWHEELHOUSE WAYCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCACTUS CURVE14' DRAINAGE
EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PARCEL X
WILLOW BROOK
CITY OF FORT COLLINS
PARCEL NO. 8609128901
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF SF SF
SF SF SF
SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
MATCH LINE - SEE SHEET EC3
TYP.
TYP.
MATCH LINE - SEE SHEET EC2
EC3 EROSION CONROL PLAN33
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYTYP.
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
ROCK SOCK
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SILT FENCE SF
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT
FOR "KECHTER TOWNHOMES" BY NORTHERN ENGINEERING, DATED JULY 22,
2020 FOR ADDITIONAL INFORMATION.
5.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE RUNON IS ANTICIPATED
OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH
DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR.
6.SEDIMENTATION BMP FREQUENCY IS SCHEMATIC. ADD BMPs AS NEEDED TO
ENSURE NO GREATER THAN 2% SLOPE FROM BOTTOM OF UPSTREAM TO TOP
OF DOWNSTREAM STRUCTURE.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
OUTLET PROTECTION
CONSTRUCTION FENCE CF CF
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
TYP.
EC2
EC3
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 EC2
EC4 EROSION CONROL DETAILS34
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
000 SILT FENCE 001 002 003CONSTRUCTION FENCE VEHICLE TRACKING CONTROL PAD INLET PROTECTION
004 WATTLE DIKE 005 OUTLET PROTECTION
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
TEMPORARY
CHAIN-LINK FENCE
ROCK SOCK
SIDE VIEW
CF X
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
GAS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
S
VAULT
ELEC
W FE
S
D
S
SS
HY DCONTROL
IRR
CONTROL
IRR
CONTROL
IRR
D
E
VAULT
ELEC
T
VAULT
ELECCXGTTE EWW W W W W
WT T T
E
E E E
E XXXXXXXXXXXXXXE E EX G G G G G
GWST ST ST ST ST ST ST ST ST ST ST ST STSTSS SS SS SS SS SS SS
SS
SSSSSS SS
SSXX X X X
X X X X X
XXXXXXXXXELEC
WWEXTENDED DETENTION BASIN
REQUIRED VOL=35,316 CF
PROVIDED VOL=36,028 CF
CHASE DRAIN
A.2
STORM SEWER D
POND OUTLET
STORM SYSTEM
W/ INLINE DRAINS
PROPOSED SWALE
PROPOSED SWALE
PROPOSED SWALE
STORM SEWER A
RAIN GARDEN
OUTLET
ECLIPSE LANE
CACTUSCURVE)QUASAR WAYPROPOSED CULVERT
(IRRIGATION DITCH)
PARCEL X
WILLOW BROOK
PARCEL W
WILLOW BROOK
PARCEL R
WILLOW BROOK
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
CURB & GUTTER (TYP.)EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
TAPER TOP WALL
TAPER TOP WALL
EX DRIPLINE CANOPY
(AREA UNDEERNEATH TO
REMAIN UNDISTURBED)
CURB INLET E.1
STORM SEWER A
STORM SEWER B
A.2
0.85 AC
C.1
0.62 AC
C.2
0.35 AC
C.3
0.52 AC
C.5
0.63 AC
C.4
0.07 AC
A.1
0.49 AC
RAIN
GARDEN B
6' DRAINAGE &
UTILITY EASEMENT
6' DRAINAGE &
UTILITY EASEMENT
6' DRAINAGE &
UTILITY EASEMENT
TRACT D
DRAINAGE EASMENT
RAIN GARDEN A
TRACT C
DRAINAGE EASEMENT
TRACT B
DRAINAGE EASMENT
A
B
C
B.2
0.41 AC
B.1
0.75 AC
CURB INLET B.1
CURB INLET B.2
CHASE DRAIN
B.1
CURB INLET D.1
12" RCP
12" RCP
14' DRAINAGE EASEMENT
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
HYDROLOGY SUMMARY
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
LID SUMMARY
EXTENDED DETENTION BASIN SUMMARY
A
1.62 AC
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
ADESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE FINAL DRAINAGE REPORT FOR WILLOW BROOK, JULY 27, 2001 BY
TST, INC. CONSULTING ENGINEERS FOR ADDITIONAL INFORMATION.
UDPROPOSED UNDERDRAIN
BENCHMARK
PROJECT DATUM: NAVD88
BENCHMARK #1:
City of Fort Collins Benchmark 2-03
Location: South side Kechter Road approximately 0.6 miles west of Strauss Cabin Road on the
east end of the south parapet wall of the bridge over the Dixon Canyon Lateral.
Elevation= 4898.14 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark 13-13
Location: On the west side of Strauss Cabin Road, approximately 90-ft south of Kechter Road,
on the northwest corner of a storm inlet.
Elevation= 4887.05 (NAVD88)
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
South line of the Southeast Quarter of Section 4-6-68 as bearing South 88°11'39" East.
EXISTING NATURAL HABITAT BUFFER ZONE
PROPOSED NATURAL HABITAT BUFFER ZONE
EXISTING WETLAND
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 35
DR1 DRAINAGE EXHIBIT35
DESIGN POINT SUMMARY