HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSKECHTER ROAD
ZIEGLER ROADE. TRILBY ROAD
FOSSIL CREEK
RESERVOIR
12' -℄
24' -
31" ROLLOVER
CURB AND GUTTER
FLUSH TRANSITION
AT DRIVEWAYS
12' -℄
2.00%
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
CS1 COVER STEET1
Original Field Survery:
Northern Engineering
Project No. 1124-006
Date: February 2, 2021
AUGUST 2021 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
BENCHMARK: #1
NGS A 409 (NAVD88)
Elevation=5039.43
Basis of Bearings
The Basis of Bearings is the East line of the Southeast Quarter of the Northeast Quarter of
Section 8-6-68 as bearing North 00° 17' 16" East, and monumented as shown on the Plat.
PROJECT BENCHMARKS:
KECHTER FARM TOWNHOMES
PROJECT TEAM:
Northern Engineering Services, Inc.
Shane Ritchie
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
FIELD SURVEY BY:
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
TYPICAL SECTIONS (MULTIFAMILY)
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
4 PV1 PAVING PLAN
UTILITY SHEETS
5 OU1 OVERALL UTILITY PLAN
6 SS1 SANITARY LINE A (W) & A3 PLAN & PROFILE (PRIVATE)
7 SS2 SANITARY LINE A (E) PLAN & PROFILE (PRIVATE)
8 ST1 STORM DRAIN A PLAN & PROFILE
9 ST2 STORM DRAIN A(S) & A(S)-1 PLAN & PROFILE
10 ST3 STROM DRAIN A2 PLAN & PROFILE
11 ST4 STORM DRAIN A2-2, A2-5 & A2-5.1 PLAN & PROFILE
GRADING SHEETS
12 OG1 OVERALL GRADING PLAN
13 G1 GRADING PLAN
14 G2 GRADING PLAN
ROADWAY SHEETS
15 R1 STREET A PLAN & PROFILE
DETAIL SHEETS
16 D1 SITE DETAILS
17 D2 SITE DETAILS
18 D3 WATER DETAILS
19 D4 SANITARY SEWER DETAILS
20 D5 DRAINAGE DETAILS
21 D6 DRAINAGE DETAILS
22 D7 DRAINAGE DETAILS
24 EC1 EROSION CONTROL PLAN
25 EC2 EROSION CONTROL DETAILS
DRAINAGE SHEETS
26 DR1 DRAINAGE EXHIBIT
27 H-DRN HISTORICAL DRAINAGE EXHIBIT
FINAL 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 district--Nate Ensley (970) 226-3104
WASTEWATER-Fort Collins-Loveland water district--Chris Pletcher (970) 226-3104
STORMWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339PROJECT
SITE
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO
Black Timber Land Company
Russell Baker
417 Jefferson Street
Fort Collins, CO 80524
(970) 267-7721
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Ripley Design, Inc.
Alex Garvert
419 Canyon Avenue, Suite 200
Fort Collins, Colorado 80521
(970) 224-5828
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
CS2 CONSTRUCTION NOTESGENERAL &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
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Final Drainage Report, dated August 11th, 2021 by Northern Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark A409
South and West of the intersection of Tribly Road and US Highway 287
ELEV.=5039.43
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for
their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the East line of the Southeast Quarter of the Northeast Quarter of Section 8-6-68 as bearing North 00° 17' 16"
East, and monumented as shown on the Plat.
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48.Approved Variances are listed as follows:
1) N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for KECHTER FARM TOWNHOMES.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Final Drainage Report, dated August 11th, 2021 by Northern Engineering shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water
utility.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be
installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City
Water Detail 11A.
INFILL AND REDEVELOPMENT NOTE
A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and
redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly
recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when
they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but
additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction
Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.
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IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRCONTROL
IRRCONTROL
IRRCONTROL
IRR
VAULT
F.O.
D
S
S FOFOFOFOFOFOIRRIRRIRRIRRIRRIRR
IRRIRRIRRIRR
IRR
IR
R
IRR
IRR
IRR IRR IRR IRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
X XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOSTSTSTSTSTSTST284.0'SSSSSSSS
SS
EAST TRILBY ROAD
ZIEGLER ROADD
D
H2O
HY DD
D
REMOVE AND REPLACE
EXISTING SANITARY MH
REMOVE AND REPLACE
EXISTING SANITARY SEWER MANHOLE
RIM = 4927.24
INV. IN = 4917.26 (NE)
INV. OUT = 4917.07 (S)
REMOVE AND REPLACE
EXISTING 6" SANITARY
LINE
REMOVE AND REPLACE
EXISTING 6" SANITARY LINE
REMOVE EXISTING
STROM INLET
REMOVE & REPLACE 28' ±
EXISTING 36" RCP STORM LINE
DEMO EXISTING
IRRIGATION LINE (TYP.)
EXISTING TREE TO
BE REMOVED (TYP.)
DEMO 60'± OF ASPHALT,
CURB & GUTTER
DEMO 54'± OF ASPHALT,
CURB & GUTTER
PROJECT BOUNDARY
EXISTING UNDERGROUND
FIBER OPTICS LINE
EXISTING STREET SIGN (TYP.)
EXISTING STORM MANHOLE
RIM = 4923.71
INV. IN = 49115.26 (S)
INV. OUT = 4915.21 (N)
EXISTING STORM MANHOLE
RIM = 4921.68
INV. IN = 4917.32 (S)
INV. OUT = 4917.25 (N)
EXISTING 5' SIDEWALK
EXISTING 4.5' SIDEWALKEXISTING PEDESTRIAN RAMP
EXISTING TREE
TO REMAIN (TYP.)
EXISTING CONCRETE/BRICK FENCE POST
EXISTING 6' WOOD PICKET FENCE
EXISTING SPLIT RAIL FENCE
EXISTING STORM MANHOLE
RIM = 4926.78
INV. IN = 4918.17 (E)
INV. OUT = 4918.13 (SW)
EXISTING SANITARY SEWER MANHOLE
RIM = 4923.47
INV. IN = 4910.68 (N)
INV. OUT = 4910.55 (S)
DEMO EXISTING IRRIGATION
CONTROL BOX (TYP.)
EXISTING IRRIGATION
TAP & METER PIT.
SEE IRRIGATION PLANS
FOR DETAILS
57' ± OF EXISTING
SIDEWALK
DEMO 88' ± OF
EXISTING SIDEWALK
EXISTING VERTICAL PIPE
DEMO EXISTING VERTICAL PIPE
TRILBY ROAD (ROW VARIES)
PER KINARD JUNIOR HIGH SCHOOL
MLD (05-S2463)
LOT 1
KINARD JUNIOR HIGH SCHOOL MLD
(05-S2463)ZIEGLER ROAD (ROW VARIES)PER FOSSIL LAKE PUD FIRST FILING & KECHTERFARM PLANNED LAND DIVISION - FILING 1FOSSIL LAKE PUD FIRST FILINGTRILBY ROAD (ROW VARIES)
PER FOSSIL LAKE PUD
FIRST FILING
TRILBY ROAD (ROW VARIES)
PER FOSSIL LAKE PUD
FIRST FILING
OUTLOT B
FOSSIL LAKE PUD
FIRST FILING
LOT 12
K
E
C
H
T
E
R
F
A
R
M
P
L
A
N
N
E
D
L
A
N
D
D
I
V
I
S
I
O
N
FI
L
I
N
G
1
LOT 13
LOT 14
T
R
A
C
T
N
LOT 3
KECHTER FARM MLD #13-S3150
LOT 11
EXISTING STORM MANHOLE
RIM = 4921.12
INV. IN = 4917.61 (S)
INV. OUT = 4917.45 (N)
EXISTING FIRE HYDRANT
EXISTING WATER LINE
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
EX1 DEMOLITION PLANEXISTING CONDITIONS &3
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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
EXISTING ASPHALT TO BE REMOVED
EXISTING IRRIGATION LINE IRR
EXISTING CONCRETE TO BE REMOVED
Original Field Survery:
Northern Engineering
Project No. 1124-006
Date: February 2, 2021
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
X XXXXXXXXXEAST TRILBY ROAD
ZIEGLER ROAD25'
44.5'
24'
-
27' UTILITY
EASEMENT
R25'
R25'
R25'
R49'
R49'
19'
9'
PEDESTRIAN RAMP
PEDESTRIAN RAMP
PEDESTRIAN RAMP
PEDESTRIAN RAMP
PEDESTRIAN RAMP
24'' VERTICAL INFLOW
CURB & GUTTER
HC PARKING SIGN
EXISTING "NO PARKING" SIGN
EXISTING "NO PARKING" SIGN
EXISTING "NO PARKING" SIGN
14.5'
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING PEDESTRIAN RAMP
24'' VERTICAL INFLOW
CURB & GUTTER
24'' VERTICAL INFLOW
CURB & GUTTER
6' CONCRETE PAN
6' CONCRETE PAN
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6
5' SIDEWALK (TYP.)
4.5' SIDEWALK6' SIDEWALK6' SIDEWALK4.5' SIDEWALK (TYP.)EXISTING 5' SIDEWALK
EXISTING 4.5' SIDEWALK24'' VERTICAL OUTFALL
CURB & GUTTER
PROJECT BOUNDARY
DRIVE OVER
CURB & GUTTER
TRACT A
PA, EA, D, & UE
TRACT A
PA, EA, D, & UE
TRACT B
PA, EA, & DE
SIGHT DISTANCE TRIANGLE
SIGHT DISTANCE TRIANGLE
1
1
2
2
2
2
22
2
2
2
22
3
8' PUBLIC
ACCESS EASEMENT
4
24'' VERTICAL OUTFALL
CURB & GUTTER
ACCESS EASEMENT
(SEE PLAT FOR DIMS.)
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
PV1 PAVING PLAN4
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
1
2
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.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE
OF WALK.
7.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.
8.SINGLE POINT CURB TRANSITIONS ARE 6'.
9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
11.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.
12.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY
DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.
13.FIRE LANE SHALL BE CONSTRUCTED WITH HEAVY DUTY CROSS SECTION TO
SUPPORT 40T LOADING
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
CONCRETE PAVING
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED ROW
PROPOSED CENTERLINE
SIGNS:
3
P0TS
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12"
(FORT COLLINS ONLY)
PROPOSED SIGN
4
EXISTING CENTERLINE
VAULT
F.O.
D
S FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
D
H2O
HY DD
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEEESSS
W
WWW
WSSSSSSS
SSSSSSS
SSSSS S
SSSSEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
WEEEE E E E E E
E
EEET
T EEM
S
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
24'
-
SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
SANITARY SEWER A(E) PRIVATE
SEE SHEET SS2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A2-2
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
1.5" WATER SERVICE
&METER (TYP.)
4" SANITARY SERVICE (TYP.)
CONNECT TO EXISTING
SANITARY SEWER MANHOLE
CONNECT TO EXISTING
36" STORM DRAIN
PROJECT BOUNDARY
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6
34.60 LF 8" PVC
S44°59'50"E
29.66 LF 8" PVC
S44°59'32"E
130.23 LF 8" PVC
S89°59'58"E
100.97 LF 8" PVC
S89°47'23"E159.48 LF 8" PVCS00°00'00"ESTORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A(S)-1
SEE SHEET ST2
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
GAS LINE
(SIZING TO BE DETERMINED)
GAS LINE
ELECTRIC
LINE
27' UTILITY
EASEMENT
STA. 10+00.00
CONNECT TO EXISTING
8"x8" TAPPING SLEEVE
8" TAPPING VALVE w/ TB (S)
N:100517.77
E:210221.88
STA. 14+73.32
45.00° BEND
N:100310.40
E:210515.88
STA. 15+67.75
45.00° BEND
N:100224.65
E:210536.84
STA. 11+59.48
45.00° BEND
N:100358.29
E:210221.88
STA. 13+22.84
8"x6" TEE w/ TB
1 - FH ASSEMBLY (S)
1 - 6" GV (S)
1 - 8" GV (E)
N:100334.86
E:210375.53
STA. 16+68.72
CONNECT TO EXISTING
8"x8" TAPPING SLEEVE
8" TAPPING VALVE w/ TB (W)
N:100224.28
E:210637.81STORM DRAIN A2-5
SEE SHEET ST4
R15'
R15'
R15'
R14'
TRACT A
PA, EA, D, & UE
TRACT B
PA, EA, & DE
ELECTRIC METER FOR
PRIVATE ALLEY LIGHTING
STREETLIGHT (TYP.)
STA. 11+92.61
45.00° BEND
N:100334.86
E:210245.31
33.13 LF 8" PVC
S45°00'00"E
64.77 LF 8" PVC
S00°00'25"W
STA. 15+38.09
45.00° BEND
N:100245.62
E:210515.87
STA. 14+38.72
45.00° BEND
N:100334.86
E:210491.41
115.88 LF 8" PVC
S89°59'58"E
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
OU1 OVERALL UTILITY PLAN5
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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
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 DESIGN STANDARDS, LATEST EDITION, INCLUDING STANDARDS RELATED
TO THE WATER SERVICES UP TO 5' DOWN STREAM OF THE METER PIT.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 5' AND MAXIMUM OF 6' 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 WATER SERVICES SHALL BE 1.5" UNLESS OTHERWISE NOTED.
12.ALL WATER AND SEWER MAINS, WATER AND SEWER SERVICE LATERALS MUST BE A
MINIMUM 10' FROM ALL TREE TRUNKS AND 5' FROM ALL LIGHT POSTS
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 UNDERGROUND ELECTRIC VAULT VAULT
ELEC
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
PROPOSED UNDERGROUND ELECTRIC METER E
VAULT
F.O.
D
S FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
H2OHYD
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEEESSS
SSSSSSS
SSSSSSS
SSSSS S
SSSSEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
EEEE E E E E E
E
EEET
T EEM
S
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
SANITARY SEWER A(W) (PRIVATE)
SEE THIS SHEET
SANITARY SEWER A(E) (PRIVATE)
SEE THIS SHEET
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5.1
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE THIS SHEET
4" SANITARY SERVICE (TYP.)
PROJECT BOUNDARY
SSMH A1
STA 11+58.06
N: 100315.46
E: 209958.74
SSMH A3
STA 13+31.82
N: 100351.70
E: 210096.46
SSMH A6
STA 17+68.86
N: 100344.86
E: 210495.56
SSMH A4
STA 14+40.59
N: 100288.62
E: 210185.07
SSMH A2
STA 12+71.80
N: 100386.51
E: 210047.56
SSMH A5
STA 15+38.40
N: 100344.86
E: 210265.09
EX_SSMH A
CONNECT TO EXISTING SSMH
STA 10+00.00
N: 100165.68
E: 210009.24 158.06 LF 8" PVC @ 0.93%113.74 LF 8" PVC @ 0.92%
60.02 LF 6" PVC @ 1.00%
108.77 LF
6" PVC
@ 1.00%
97.81 LF
6" PVC
@ 1.00%
230.46 LF 6" PVC @ 1.00%
18.72 LF
6" PVC
@ 1.00%
63.11 LF 6" PVC @ 1.00%
SAN CLEANOUT A3-2
STA 10+81.84
N: 100414.81
E: 210115.18
STORM DRAIN A(S)
SEE SHEET ST2
WATER LINE A
SEE SHEET OU1
FIRE HYDRANT ASSEMBLY
WATER LINE A
SEE SHEET OU1
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
STREET A
24'
-
SAN CLEANOUT A3-1
STA 10+18.72
N: 100351.70
E: 210115.18
27' UTILITY
EASEMENT
SSMH A7
STA 18+08.28
N: 100316.99
E: 210523.42
39.41 LF
6" PVC
@ 1.00%
STORM DRAIN A2-5
SEE SHEET ST4
STORM DRAIN A2-2
SEE SHEET ST4
TRACT A
PA, EA, D, & UE TRACT B
PA, EA, & DE
GROUNDWATER
BARRIER (TYP.)
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00EX_SSMH ASTA 10+00.00RIM 4923.5±INV. IN 4910.68 (N)INV. OUT 4910.55 (S)158.06 LF 8" PVC @ 0.9
3
%SSMH A1STA 11+58.06RIM 4927.2±INV. IN 4912.35 (NE)INV. OUT 4912.15 (S)113.74 LF 8" PVC @ 0.9
2
%SSMH A2STA 12+71.80RIM 4925.6±INV. IN 4913.56 (SE)INV. OUT 4913.40 (SW)60.02 LF 6" PVC @ 1.00%SSMH A3STA 13+31.82RIM 4925.6±INV. IN 4914.16 (SE)INV. IN 4914.16 (E)INV. OUT 4914.16 (NW)108.77 LF 6" PVC @ 1.00%
EXISTING GROUND
PROPOSED GROUND
GROUNDWATER BARRIER (TYP.)
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 11+50
18.72 LF 6" PVC @ 1.00%
63.11 LF 6" PVC @ 1.00%SAN CLEANOUT A3-2STA 10+81.84RIM 4915.5±INV. OUT 4914.98 (S)SSMH A3STA 10+00.00RIM 4925.6±INV. IN 4914.16 (SE)INV. IN 4914.16 (E)INV. OUT 4914.16 (NW)SAN CLEANOUT A3-1STA 10+18.72RIM 4914.9±INV. IN 4914.35 (N)INV. OUT 4914.35 (W)PROPOSED GROUND
EXISTING GROUND
GROUNDWATER BARRIER (TYP.)
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
SS1 PLAN & PROFILESANITARY LINE A(W), & A3 (PRIVATE)6
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:
SANITARY LINE A(W) (PRIVATE)STAMATCH LINESEE SHEET14+00SS2KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
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
SANITARY LINE A3 (PRIVATE)
PROFILE SCALE:LINEMAT
C
H STA14+00SS1 SS2
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
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
F.O.
D
S FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
H2OHYD
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEEESSS
W
WWW
WSSSSSSS
SSSSSSS
SSSSS S
SSSSEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
WEEEE E E E E E
E
EEET
T EEM
S
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
SANITARY SEWER A(W) (PRIVATE)
SEE THIS SHEET
SANITARY SEWER A(E) (PRIVATE)
SEE THIS SHEET
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5.1
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE THIS SHEET
4" SANITARY SERVICE (TYP.)
PROJECT BOUNDARY
SSMH A1
STA 11+58.06
N: 100315.46
E: 209958.74
SSMH A3
STA 13+31.82
N: 100351.70
E: 210096.46
SSMH A6
STA 17+68.86
N: 100344.86
E: 210495.56
SSMH A4
STA 14+40.59
N: 100288.62
E: 210185.07
SSMH A2
STA 12+71.80
N: 100386.51
E: 210047.56
SSMH A5
STA 15+38.40
N: 100344.86
E: 210265.09
EX_SSMH A
CONNECT TO EXISTING SSMH
STA 10+00.00
N: 100165.68
E: 210009.24 158.06 LF 8" PVC @ 0.93%113.74 LF 8" PVC @ 0.92%
60.02 LF 6" PVC @ 1.00%
108.77 LF
6" PVC
@ 1.00%
97.81 LF
6" PVC
@ 1.00%
230.46 LF 6" PVC @ 1.00%
STORM DRAIN A(S)
SEE SHEET ST2
WATER LINE A
SEE SHEET OU1
FIRE HYDRANT ASSEMBLY
WATER LINE A
SEE SHEET OU1
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
STREET A
24'
-
27' UTILITY
EASEMENT
SSMH A7
STA 18+08.28
N: 100316.99
E: 210523.42
39.41 LF
6" PVC
@ 1.00%
STORM DRAIN A2-5
SEE SHEET ST4
STORM DRAIN A2-2
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE SHEETSS1
TRACT A
PA, EA, D, & UE TRACT B
PA, EA, & DE
GROUNDWATER
BARRIER (TYP.)
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
14+00 15+00 16+00 17+00 18+00 19+00SSMH A6STA 17+68.86RIM 4925.4±INV. IN 4919.03 (SE)INV. OUT 4918.93 (W)230.46 LF 6" PVC @ 1.00%SSMH A5STA 15+38.40RIM 4924.2±INV. IN 4916.63 (E)INV. OUT 4916.43 (SW)97.81 LF 6" PVC @ 1.00%SSMH A4STA 14+40.59RIM 4926.0±INV. IN 4915.45 (NE)INV. OUT 4915.25 (NW)108.77 LF 6" PVC @ 1.00%
PROPOSED GROUND
EXISTING GROUND
24" HDPE STORM
STA.=15+03.61
INV.=4918.22 SSMH A7STA 18+08.28RIM 4925.1±INV. OUT 4919.42 (NW)39.41 LF 6" PVC @ 1.00%
8" PVC WATER
STA.=15+21.01
TOP=4920.44
GROUNDWATER BARRIER (TYP.)
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
SS2 PLAN & PROFILESANITARY LINE A(E)7
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:LINEMAT
C
H STA14+00SANITARY LINE A(E)STAMATCH LINESEE SHEET14+00SS1KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT CONSTRUCTION STANDARDS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
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
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
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
F.O.
D
S FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
H2OHYD
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEEEEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
EEEE E E E E E
E
EEET
T EEM
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
SANITARY SEWER A(E) (PRIVATE)
SEE SHEET SS2
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
STRM MH A1 (6' Ø)
CONNECT TO EXISTING 36" PIPE
STA 10+00.00
N: 100441.98
E: 210129.88
STRM MH A2 (6' Ø)
STA 11+06.79
N: 100444.34
E: 210236.64
DRAIN BASIN A3 (18'' Ø)
STA 11+45.45
N: 100444.56
E: 210275.30
DRAIN BASIN A4 (18'' Ø)
STA 11+78.12
N: 100442.04
E: 210307.88
INLET A5
STA 12+08.47
N: 100441.58
E: 210338.22
INLET A7
STA 12+53.54
N: 100440.90
E: 210383.29
INLET A8
STA 12+72.75
N: 100440.97
E: 210402.50
INLET A9
STA 12+93.58
N: 100441.05
E: 210423.33
INLET A10
STA 13+24.14
N: 100441.16
E: 210453.89
INLET A18
STA 16+08.69
N: 100279.60
E: 210611.15
INLET A11
STA 13+52.95
N: 100441.27
E: 210482.69
INLET A17
STA 15+91.27
N: 100297.02
E: 210611.26
INLET A12
STA 13+79.42
N: 100441.37
E: 210509.16
INLET A16
STA 15+69.24
N: 100319.05
E: 210611.34
INLET A15
STA 15+38.47
N: 100349.82
E: 210611.50
DRAIN BASIN A14 (12'' Ø)
STA 14+98.93
N: 100389.36
E: 210611.69
DRAIN BASIN A13 (18'' Ø)
STA 14+10.50
N: 100441.48
E: 210540.25106.79 LF 36" HDPE @ 0.21%
38.66 LF
18" HDPE
@ 0.18%
30.56 LF
18" HDPE
@ 0.18%
8
8
.
4
3
L
F
1
0
"
H
D
P
E
@
0
.
2
4
%
39.54 LF
10" HDPE
@ 0.24%
30.34 LF
18" HDPE
@ 0.18%
20.28 LF
18" HDPE
@ 0.18%
19.21 LF
18" HDPE
@ 0.18%
20.83 LF
18" HDPE
@ 0.18%
28.81 LF
18" HDPE
@ 0.18%
26.47 LF
18" HDPE
@ 0.18%
31.08 LF
18" HDPE
@ 0.18%
30.77 LF
10" HDPE
@ 0.24%
22.04 LF
8" HDPE
@ 0.60%
17.42 LF
8" HDPE
@ 0.60%
32.67 LF
18" HDPE
@ 0.18%
EXISTING
36" RCP
@ 0.59%
WATER LINE A
SEE SHEET OU1
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
24'
-
27' UTILITY
EASEMENT
UTILITY
EASEMENT,
WIDTH VARIES
STREET A
STORM DRAIN A2-2
SEE SHEET ST4
TRACT A
PA, EA, D, & UE
TRACT B
PA, EA, & DE
INLET A6
STA 12+28.75
N: 100441.27
E: 210358.50
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
106.79 LF
36" HDPE
@ 0.21%38.66 LF
18" HDPE
@ 0.18%
32.67 LF
18" HDPE
@ 0.18%
30.34 LF
18" HDPE
@ 0.18%
20.28 LF
18" HDPE
@ 0.18%
19.21 LF
18" HDPE
@ 0.18%20.83 LF
18" HDPE
@ 0.18%
30.56 LF
18" HDPE
@ 0.18%
28.81 LF
18" HDPE
@ 0.18%
26.47 LF
18" HDPE
@ 0.18%
31.08 LF
18" HDPE
@ 0.18%
88.43 LF 10" HDPE @ 0.24%
39.54 LF
10" HDPE
@ 0.24%
30.77 LF
10" HDPE
@ 0.24%
22.04 LF
8" HDPE
@ 0.60%
17.42 LF
8" HDPE
@ 0.60%
EXISTING
36" RCP
@ 0.59%
PROPOSED GROUND
EXISTING GROUND
8" PVC WATER
STA.=10+92.02
TOP=4915.71
18"
100-Yr HGLSTRM MH A1 (6' Ø)STA 10+00.00RIM 4925.5±INV. IN 4917.24 (E)INV. IN 4919.57 (S)INV. OUT 4917.24 (W)STRM MH A2 (6' Ø)STA 11+06.79RIM 4925.4±INV. IN 4917.77 (E)INV. IN 4917.77 (S)INV. OUT 4917.47 (W)DRAIN BASIN A3 (18'' Ø)STA 11+45.45FL. EL 4924.7±INV. IN 4917.84 (E)INV. OUT 4917.84 (W)DRAIN BASIN A4 (18'' Ø)STA 11+78.12FL. EL 4924.3±INV. IN 4917.90 (E)INV. OUT 4917.90 (W)INLET A58" RISER WITHINSERTA TEE 8" INTO 18"STA 12+08.47FL. EL 4924.1±INV. IN 4917.96 (E)INV. OUT 4917.96 (W)INLET A78" RISER WITHINSERTA TEE 8" INTO 18"STA 12+53.54FL. EL 4923.7±INV. IN 4918.04 (E)INV. OUT 4918.04 (W)INLET A88" RISER WITHINSERTA TEE 8" INTO 18"STA 12+72.75FL. EL 4923.5±INV. IN 4918.08 (E)INV. OUT 4918.08 (W)INLET A98" RISER WITHINSERTA TEE 8" INTO 18"STA 12+93.58FL. EL 4923.2±INV. IN 4918.11 (E)INV. OUT 4918.11 (W)INLET A108" RISER WITHINSERTA TEE 8" INTO 18"STA 13+24.14FL. EL 4922.8±INV. IN 4918.17 (E)INV. OUT 4918.17 (W)INLET A118" RISER WITHINSERTA TEE 8" INTO 18"STA 13+52.95FL. EL 4922.5±INV. IN 4918.22 (E)INV. OUT 4918.22 (W)INLET A128" RISER WITHINSERTA TEE 8" INTO 18"STA 13+79.42FL. EL 4922.2±INV. IN 4918.27 (E)INV. OUT 4918.27 (W)DRAIN BASIN A13 (18'' Ø)STA 14+10.50FL. EL 4920.9±INV. IN 4918.99 (SE)INV. OUT 4918.33 (W)DRAIN BASIN A14 (12'' Ø)STA 14+98.93FL. EL 4921.3±INV. IN 4919.21 (S)INV. OUT 4919.21 (NW)INLET A158" RISER & TEE 10"x 8"STA 15+38.47FL. EL 4922.2±INV. IN 4919.30 (S)INV. OUT 4919.30 (N)INLET A168" RISER, TEE 10"x 8" &REDUCER 10"x 8"STA 15+69.24FL. EL 4922.4±INV. IN 4919.46 (S)INV. OUT 4919.37 (N)INLET A178" RISER & TEE 8"x 8"STA 15+91.27FL. EL 4922.7±INV. IN 4919.59 (S)INV. OUT 4919.59 (N)INLET A68" RISER WITHINSERTA TEE 8" INTO 18"STA 12+28.75FL. EL 4923.9±INV. IN 4917.99 (E)INV. OUT 4917.99 (W)INLET A18STA 16+08.69FL. EL 4922.8±INV. OUT 4919.69 (N)24.79 LF
18" HDPE
@ 0.18%
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
ST1 PLAN & PROFILESTORM DRAIN A8
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:
STORM DRAIN A
KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING 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.).
6.FOR INLET SCHEDULE SEE DETAIL SHEET D8
PROPOSED RIGHT OF WAY
ST1
ST4
ST3
ST2
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 XXXXFO
FO
FO
FO
FO
FO
FO FO
D
H2OHYD GGGGGGEE
E
E
E
E
E
E E
EVAULT
ELEC
VAULT
ELEC
EEEE
T EEM
EM
E
E
E
E
E
E
E
E
E
EEEEE E
SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)-1
SEE THIS SHEET
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
STRM MH A1 (6' Ø)
STA 10+00.00
N: 100441.98
E: 210129.88
24.29 LF
8" HDPE
@ 1.00%
DRAIN BASIN A(S)-1 (10'' Ø)
STA 10+24.29
N: 100417.69
E: 210129.88
14.19 LF
8" HDPE
@ 1.00%
INLINE DRAIN A(S)-2
STA 10+38.47
N: 100403.51
E: 210129.8822.63 LF
8" HDPE
@ 1.00%
INLINE DRAIN A(S)-3
STA 10+61.11
N: 100380.87
E: 210129.88
WATER LINE A
SEE SHEET OU1BUILDING 1
BUILDING 6
INLINE DRAIN A(S)-4
STA 10+85.35
N: 100356.63
E: 210129.88 STREET A20' UTILITY
EASEMENT
24'
-
STORM DRAIN A2-2
SEE SHEET ST4
TRACT A
PA, EA, D, & UE
24.24 LF
8" HDPE
@ 1.00%
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 11+50STRM MH A1 (6' Ø)STA 10+00.00FL. EL 4925.5±INV. IN 4917.24 (E)INV. IN 4919.57 (S)INV. OUT 4917.24 (W)24.29 LF
8" HDPE
@ 1.00%DRAIN BASIN A(S)-1 (10'' Ø)STA 10+24.29FL. EL 4924.6±INV. IN 4919.91 (S)INV. IN 4919.92 (W)INV. OUT 4919.82 (N)14.19 LF
8" HDPE
@ 1.00%INLINE DRAIN A(S)-2 (10" x8"),8" RISER & TEE 8"x 8"STA 10+38.47FL. EL 4924.5±INV. IN 4920.05 (S)INV. OUT 4920.05 (N)22.63 LF
8" HDPE
@ 1.00%INLINE DRAIN A(S)-3 (10" x8"),8" RISER & TEE 8"x 8"STA 10+61.11FL. EL 4924.5±INV. IN 4920.28 (S)INV. OUT 4920.28 (N)PROPOSED GROUND INLINE DRAIN A(S)-4 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+85.35FL. EL 4925.3±INV. OUT 4920.52 (N)24.24 LF
8" HDPE
@ 1.00%
100-YEAR HGL
EXISTING GROUND
S
XXXXXFO
FO
FO
FO
FO
FO
FO FO
D
H2OHYD GGGGGGEE
E
E
E
E
E
E E
EVAULT
ELEC
VAULT
ELEC
EEEE E
T EEM
EM
E
E
E
E
E
E
E
E
E
EEEEE E
SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE THIS SHEET
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
19.57 LF
8" HDPE
@ 1.00%
INLINE DRAIN A(S)-1.1
STA 10+19.57
N: 100417.69
E: 210110.31
DRAIN BASIN A(S)-1 (10'' Ø)
STA 10+00.00
N: 100417.69
E: 210129.88
WATER LINE A
SEE SHEET OU1BUILDING 1
BUILDING 6STREET A20' UTILITY
EASEMENT
24'
-
STORM DRAIN A2-2
SEE SHEET ST4
TRACT A
PA, EA, D, & UE
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00INLINE DRAIN A(S)-1.1 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+19.57FL. EL 4923.8±INV. OUT 4920.11 (E)19.57 LF
8" HDPE
@ 1.00%DRAIN BASIN A(S)-1 (10'' Ø)STA 10+24.29FL. EL 4924.6±INV. IN 4919.91 (S)INV. IN 4919.92 (W)INV. OUT 4919.82 (N)PROPOSED GROUND
EXISTING GROUND
100-YEAR HGL
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
ST2 PLAN & PROFILESTORM DRAIN A(S) & A(S)-19
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:
STORM DRAIN A(S)
KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING 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.).
6.FOR INLET SCHEDULE SEE DETAIL SHEET D8
PROPOSED RIGHT OF WAY
STORM DRAIN A(S)-1
PROFILE SCALE:
ST2 ST1
ST4
ST3
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
F.O.
D
S FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
H2OHYD
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEEEEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
EEEE E E E E E
E
EEET
T EEM
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
DRAIN BASIN A2-3 (24'' Ø)
STA 11+88.73
N: 100255.61
E: 210236.63
DRAIN BASIN A2-4 (24'' Ø)
STA 12+63.72
N: 100212.12
E: 210297.71
INLET A2-2
STA 11+33.77
N: 100310.57
E: 210236.63
STRM MH A2 (6' Ø)
STA 10+00.00
N: 100444.34
E: 210236.64
INLET A2-1
STA 10+84.87
N: 100359.47
E: 210236.63
DRAIN BASIN A2-5 (24'' Ø)
STA 13+68.42
N: 100211.70
E: 210402.42
INLET A2-6
STA 14+72.06
N: 100211.78
E: 210506.06
84.87 LF
24" HDPE
@ 0.29%
54.96 LF
18" HDPE
@ 0.30%
74.99 LF
18" HDPE
@ 0.30%
104.71 LF
18" HDPE
@ 0.30%
103.64 LF
18" HDPE
@ 0.30%
SANITARY SEWER A(W) (PRIVATE)
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-2
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
SANITARY SEWER A3 (PRIVATE)
SEE SHEET SS1
PROJECT BOUNDARY
WATER LINE A
SEE SHEET OU1
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6 24'
-
27' UTILITY
EASEMENT
48.90 LF
24" HDPE
@ 0.30%
STORM DRAIN A2-5.1
SEE SHEET ST4
59.49 LF
18" HDPE
@ 0.30%
INLET A2-7
STA 15+31.55
N: 100232.08
E: 210561.98
TRACT B
PA, EA, & DE
TRACT A
PA, EA, D, & UE
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
84.87 LF
24" HDPE
@ 0.29%STRM MH A2 (6' Ø)STA 10+00.00RIM 4925.4±INV. IN 4917.77 (E)INV. IN 4917.77 (S)INV. OUT 4917.47 (W)48.90 LF
24" HDPE
@ 0.30%INLET A2-2STA 11+33.77FL. EL 4923.3±INV. IN 4918.37 (S)INV. IN 4919.20 (W)INV. OUT 4918.26 (N)54.96 LF
18" HDPE
@ 0.30%DRAIN BASIN A2-3 (24'' Ø)STA 11+88.73FL. EL 4926.1±INV. IN 4918.64 (SE)INV. OUT 4918.54 (N)74.99 LF
18" HDPE
@ 0.30%DRAIN BASIN A2-4 (24'' Ø)STA 12+63.72FL. EL 4924.3±INV. IN 4918.96 (E)INV. OUT 4918.86 (NW)104.71 LF
18" HDPE
@ 0.30%DRAIN BASIN A2-5 (24'' Ø)STA 13+68.42FL. EL 4924.1±INV. IN 4919.37 (E)INV. IN 4920.04 (N)INV. OUT 4919.27 (W)103.64 LF
18" HDPE
@ 0.30%INLET A2-6STA 14+72.06FL. EL 4924.3±INV. IN 4919.79 (E)INV. OUT 4919.69 (W)PROPOSED GROUND
EXISTING GROUND INLET A2-1STA 10+84.87FL. EL 4924.2±INV. IN 4918.11 (S)INV. OUT 4918.01 (N)8" PVC WATER
STA.=11+00.79
TOP=4916.53
6" PVC SANITARY
STA.=11+19.48
INV.=4916.08
18"
59.49 LF
18" HDPE
@ 0.30%INLET A2-7STA 15+31.55FL. EL 4923.7±INV. OUT 4919.97 (W)100-YEAR HGL
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
ST3 PLAN & PROFILESTORM DRAIN A210
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
ST3
PROFILE SCALE:
STORM DRAIN A2
KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING 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.).
6.FOR INLET SCHEDULE SEE DETAIL SHEET D8
PROPOSED RIGHT OF WAY
ST2 ST1
ST4
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
F.O.
D
FOFOFOFOFOFOX XXXXXXXXFO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADKENJO LEGACY
LLC (.50)
6131 ZIEGLER RD
FORT COLLINS, CO
H2O
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGEE
E
E E E
E
E
E
E E E E
E
EEEEEEEEEVAULT
ELEC
VAULT
ELEC
EEEE E E E E E
E
EEET
T EEM
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
SANITARY SEWER A(E)
SEE SHEET SS2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A2-5
SEE THIS SHEET
PROJECT BOUNDARY
DRAIN BASIN A2-5.1 (12'' Ø)
STA 10+00.00
N: 100233.62
E: 210402.51
WATER LINE A
SEE SHEET OU1BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6
24'
-
27' UTILITY
EASEMENT
STREET A
INLET A2-2.1
STA 10+13.92
N: 100306.72
E: 210223.25
13.92 LF
8" HDPE
@ 1.01%
INLET A2-2
STA 10+00.00
N: 100310.57
E: 210236.63
INLET A2-5.1-3
STA 10+76.13
N: 100241.07
E: 210326.89
31.37 LF
10" HDPE
@ 1.00%
22.57 LF
10" HDPE
@ 1.00%
DRAIN BASIN A2-5.1-1 (10'' Ø)
STA 10+22.19
N: 100233.71
E: 210380.32
22.19 LF
10" HDPE
@ 1.00%
INLET A2-5.1-2
STA 10+44.76
N: 100236.79
E: 210357.96
INLINE DRAIN A2-5.1-5
STA 11+30.73
N: 100246.68
E: 210272.61
26.36 LF
8" HDPE
@ 1.00%
28.24 LF
10" HDPE
@ 1.00%
DRAIN BASIN A2-5.1-4 (10'' Ø)
STA 11+04.37
N: 100244.92
E: 210298.91
TRACT A
PA, EA, D, & UE
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00 11+50
PROPOSED GROUND
100-YEAR HGL
EXISTING GROUND DRAIN BASIN A2-5.2 (10'' Ø)STA 10+48.38FL. EL 4925.9±INV. IN 4920.72 (E)INV. OUT 4920.62 (W)23.54 LF
10" HDPE
@ 1.00%DRAIN BASIN A2-5.3 (10'' Ø)STA 10+71.93FL. EL 4925.3±INV. IN 4921.13 (E)INV. OUT 4920.96 (W)28.04 LF
8" HDPE
@ 1.00%INLET A2-5.4STA 10+99.97FL. EL 4924.8±INV. OUT 4921.41 (W)26.47 LF
10" HDPE
@ 1.00%DRAIN BASIN A2-5.1 (12'' Ø)STA 10+21.91FL. EL 4924.5±INV. IN 4920.36 (E)INV. IN 4920.36 (W)INV. OUT 4920.26 (S)DRAIN BASIN A2-5 (24'' Ø)STA 10+00.00FL. EL 4924.1±INV. IN 4919.37 (E)INV. IN 4920.04 (N)INV. OUT 4919.27 (W)21.91 LF
10" HDPE
@ 1.00%
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
9+50 10+00 11+00INLET A2-2.1 (10" x8"),8" RISER & 8" x 90° BENDSTA 10+13.92FL. EL 4923.2±INV. OUT 4919.34 (E)INLET A2-2STA 10+00.00FL. EL 4923.3±INV. IN 4918.37 (S)INV. IN 4919.20 (W)INV. OUT 4918.26 (N)13.92 LF
8" HDPE
@ 1.01%
PROPOSED GROUND
EXISTING GROUND
100-YEAR HGL
VAULT
F.O.
D
FOFOFOFOFOFOX XXXXXXXXFO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADKENJO LEGACY
LLC (.50)
6131 ZIEGLER RD
FORT COLLINS, CO
H2O
D
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGEE
E
E E E
E
E
E
E E E E
E
EEEEEEEEEVAULT
ELEC
VAULT
ELEC
EEEE E E E E E
E
EEET
T EEM
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
SANITARY SEWER A(E)
SEE SHEET SS2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A2-5.1
SEE THIS SHEET
PROJECT BOUNDARY
DRAIN BASIN A2-5 (24'' Ø)
STA 10+00.00
N: 100211.70
E: 210402.42
21.91 LF
10" HDPE
@ 1.00%
26.47 LF
10" HDPE
@ 1.00%
DRAIN BASIN A2-5.1 (12'' Ø)
STA 10+21.91
N: 100233.62
E: 210402.51
WATER LINE A
SEE SHEET OU1BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6
DRAIN BASIN A2-5.2 (10'' Ø)
STA 10+48.38
N: 100236.75
E: 210428.80
24'
-
27' UTILITY
EASEMENT
STREET A
DRAIN BASIN A2-5.3 (10'' Ø)
STA 10+71.93
N: 100244.68
E: 210450.97
28.04 LF
8" HDPE
@ 1.00%
INLET A2-5.4
STA 10+99.97
N: 100248.34
E: 210478.77
STORM DRAIN A2-2
SEE THIS SHEET
23.54 LF
10" HDPE
@ 1.00%TRACT A
PA, EA, D, & UE
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
9+5010+0011+0012+00 INLET A2-5.1-28" RISER & TEE 10"x 8"STA 10+44.76FL. EL 4924.2±INV. IN 4920.91 (W)INV. OUT 4920.91 (E)DRAIN BASIN A2-5.1-1 (10'' Ø)STA 10+22.19FL. EL 4924.5±INV. IN 4920.68 (W)INV. OUT 4920.58 (E)22.57 LF
10" HDPE
@ 1.00%22.19 LF
10" HDPE
@ 1.00%
31.37 LF
10" HDPE
@ 1.00%
28.24 LF
10" HDPE
@ 1.00%
26.36 LF
8" HDPE
@ 1.00%INLINE DRAIN A2-5.1-5 (10" x8"),8" RISER & 8" x 90° BENDSTA 11+30.73FL. EL 4924.6±INV. OUT 4921.93 (E)DRAIN BASIN A2-5.1-4 (10'' Ø)STA 11+04.37FL. EL 4924.5±INV. IN 4921.67 (W)INV. OUT 4921.50 (E)INLET A2-5.1-38" RISER & TEE 10"x 8"STA 10+76.13FL. EL 4924.2±INV. IN 4921.22 (W)INV. OUT 4921.22 (E)EXISTING GROUND
PROPOSED GROUND
100-YEAR HGL DRAIN BASIN A2-5.1 (12'' Ø)STA 10+00.00FL. EL 4924.5±INV. IN 4920.36 (E)INV. IN 4920.36 (W)INV. OUT 4920.26 (S)SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
ST4 PLAN & PROFILESTORM DRAIN A2-2, A2-5, & A2-5.111
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROFILE SCALE:
KEYMAP
E. TRILBY ROAD
ZIEGLER ROADEXISTING 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.).
6.FOR INLET SCHEDULE SEE DETAIL SHEET D8
PROPOSED RIGHT OF WAY
STORM DRAIN A2-2
PROFILE SCALE:
ST4
ST3
ST2 ST1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
PROFILE SCALE:
STORM DRAIN A2-5STORM DRAIN A2-5.1
VAULT
F.O.
D
FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADKECHTER
FARM HOME
OWNERS
400 E SIMPSON
ST. STE 200,
LAFAYETTE, CO
KENJO LEGACY
LLC (.50)
6131 ZIEGLER RD
FORT COLLINS, CO
D
D
H2O
HY DD
D
GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E E E E
E
EEEEEEEEEVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
EEEE E E E E E
E
EEET
T EEM
E E E
EM
E
E
E
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
EEEEE E
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
PROJECT BOUNDARY
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6
STREET A
24'
-
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A2-2
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
27' UTILITY
EASEMENT
STORM DRAIN A2-5.1
SEE SHEET ST4
FG=25.40
TF=26.07
FG=25.90
TF=26.57
FG=25.30
TF=25.97
FG=25.70
TF=26.37FG=25.10
TF=25.77
FG=25.25
TF=25.92
PEDESTRIAN RAMP
PEDESTRIAN RAMP
PEDESTRIAN RAMP
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
TRACT B
PA,EA&DE
TRACT A
PA,EA,D&UE
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
OG1 OVERALL GRADING PLAN12
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED GROUND SLOPE
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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN
STAIR SETS.
NOTES:
(47.45
)
EXISTING SPOT ELEVATION
33.43
EXISTING RIGHT OF WAY
LEGEND:
LIMITS OF DISTURBANCE LOD
PROPOSED SWALE SLOPE
4:1
1.0%
PROPOSED FLOW DIRECTION
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
X X X X XXXXXXXXXXD
H2OHYDEEEEEEEE E E E E EEE
EM
KECHTER FARM HOME
OWNERS
400 E SIMPSON ST. STE 200,
LAFAYETTE, CO
FG=25.25
TF=25.92
FG=25.40
TF=26.07
FG=25.10
TF=25.77
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
PROJECT BOUNDARY
BUILDING 1
BUILDING 2
BUILDING 6
2
3
.
6
4 24.642
3
.
8
124.8024.0424.0424.4024.9525.3624.8724.76(2
4
.
1
1
)(24.53)24.532
5
.
0
7
25.48
25.232
4
.
3
9
24.3424.5824.3524.282
3
.
8
324.2423.9024.1024.2624.7023.8224.5724.46
25.26INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
2
3
.
9
4 24.0724.1824.8624.7524.5225.6425.6425.6426.102
5
.
1
0
24.9425.1626.0225.0524.9024.9124.9825.0224.9824.9424.93
24.97
25.00 25.1525.1624.2824.2825.5125.2425.17
(2
6
.
0
8
)
(2
6
.
0
1
)
2
5
.
2
2
25.1826.0326.0925.1925.67
2
5
.
0
124.85
2
4
.
6
5
24.5124.4523.
2
0
23.26
23.3923.7224.
0
4
24.
1
6 24.2624.
3
4
25.102
5
.
1
025.102
5
.
1
0
2
5
.
1
0 25.3225.3225.3225.3224.8824.3624.92 (24.97)(24.93)(2
4
.
6
8
)(24.63)(24.40)(2
4
.
3
6
)(24.21)(2
4
.
1
7
)24.242.4%2.4%2.0%2.4%6.9%6.3%5.7%5.0%6.1%1
0
.
6
%
24.49
25.0224.8424.3325.0124.3225.1325.0725.0126.4924.6324.12
2.1%4.5%10.0%
2.4
%
1.4
%5.5%1.2%5.2%3.1%2.0%2.4%5.9%2.5%5.1%7.3%5.0%3.1%
3.4%
3.5%
3.2
%
3.1%
2.2%2.3%
2.9%3.1%
0.0%4.8%4.2%3.6%3.2%2.9%2.1%3.2%3.7%
2.9
%
2.1%3.1%2.6%
4.4
%
8.4%
5.
5
%16.3%10.1%1.0%6.3%4.3%
3.3%
2.7%2.4%(2
5
.
0
6
)
(2
5
.
1
3
)
(2
5
.
2
5
)
(2
5
.
3
2
)
STORM DRAIN A2-5.1
SEE SHEET ST423.9625.162
5
.
2
5
(27.28)(2
6
.
0
3
)
INLET
2
4
.
8
924.6424.81INLET
2.7%2.
1
%9.4%3
.
1%
STORM DRAIN A2-2
SEE SHEET ST4
24.52
INLET
24.47
INLET
INLET
23.68
2
5
.
4
725.2124.3325.9926.0025.3424.8224.5324.6025.649' UTILITY
EASEMENT
27' UTILITY
EASEMENT24.3224.25
24.87
24.94
26.
7
5
0.5%
0.5%
0.7%
0.7%
2.1
%0.5%0.4%
0.9%0.9%1.1%1.2%1.7%1.0%24.5224.80
ROW
(WIDTH VARIES)
9.5%25.1024.2624.2024.4924.61INLET
25.32CRAWL SPACE
GARAGE
A "PORCH-LEFT"
PORCH
CRAWL SPACE
GARAGE
C
PORCH
CRAWL SPACE
GARAGE
D
PORCH
CRAWL SPACE
GARAGE
B
PORCH
CRAWL SPACE
GARAGE
A "PORCH-RIGHT"CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGEEPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACEGARAGEA "PORCH-LEFT"CRAWL SPACEGARAGECPORCHCRAWL SPACEGARAGEDPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEFPORCHPORCH24.3524.9824.992 RISERS.
SEE NOTE 3.
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED GROUND SLOPE
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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN
STAIR SETS.
NOTES:
(47.45
)
EXISTING SPOT ELEVATION
33.43
EXISTING RIGHT OF WAY
LEGEND:
LIMITS OF DISTURBANCE LOD
PROPOSED SWALE SLOPE
4:1
1.0%
PROPOSED FLOW DIRECTION
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
G1 GRADING PLAN13
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G2KEYMAP
E. TRILBY ROAD
ZIEGLER ROADCALL 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
F.O.
D
X X X X XXXXXX
EAST TRILBY ROAD
ZIEGLER ROADD
D
D
EEE E E E E E
E
EEEEEEEEKENJO LEGACY LLC (.50)
6131 ZIEGLER RD
FORT COLLINS, CO
FG=25.90
TF=26.57
FG=25.30
TF=25.97
FG=25.70
TF=26.37
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2-5
SEE SHEET ST4
BUILDING 3
BUILDING 4
BUILDING 525.8825.482
4
.
8
8
24.432
3
.
9
024.0623.29
23.9523.5323.7023.8924.3424.062
4
.
4
924.9524.492
6
.
0
0
24.0622.8022.7121.2820.9322.2022.5222.7523.1223.51INLET
INLET
INLETINLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET24.6624.6924.8024.9125.5724.632
5
.
1
025.3725.4925.3725.2625.172
5
.
1
7
24.9825.1325.852
5
.
8
8 25.882
5
.
8
8
2
5
.
8
8 25.882
5
.
2
425.2425.23
24.8024.012
5
.
6
725.7027.2025.1425.5426.1024.6924.
8
5
24.7824.8724.
9
7 25.06
2
5
.
6
8 25.7025.7025.7025.7025.242
5
.
2
425.2425.2425.8825.8825.882
5
.
2
425.1325.32(23.91)(23.95)(23.23)(2
3
.
1
8
)
(2
2
.
8
3
)(22.78)(22.58)(2
2
.
5
2
)
(2
2
.
2
7
)(22.23)25.3125.46
24.8723.5923.2823.71(24.16)
(2
2
.
6
2
)23.3223.772.4%2.2%8.0%4.8%5.0%4.1%5.2%23.592
4
.
9
2
2
1
.
2
0 21.5721.4521.8124.1825.1525.882
5
.
9
625.887.9%7.2%16.5%5.0%10.4%7.4%
3.6%8.6%30.4%24.8%2.3%0.0%
1
.
1%2.1%10.0%3.2%8.3%6.1%
9.7%13.2
%2.1%1.1%3.7%3.4%3.1%2.7%2.0%1.4%7.9
%
11.
5
%
5.1%
3.6%
5.9%
6.4%5.5%1.6%1.0%2.8%2.8%1.6%3.0%
2.8%
2.9%2.8%2.5%2.4%2.2%(23.97)(24.09)
(2
2
.
9
0
)(22.84)STORM DRAIN A2
SEE SHEET ST3
(2
4
.
0
6
)
(2
1
.
6
6
)25.31INLET 24.75INLET
24.
7
8
INLET
2
4
.
8
9
11.3%24.3322.202
3
.
4
4
2
4
.
4
324.602
3
.
8
9
2
3
.
6
925.4324.5624.8225.6724.5924.6626.0325.4025.9022.942
3
.
5
322.40INLET22.21INLET
23.6824.42(23.56)(2
3
.
5
0
)
2
3
.
7
3
24'
-
27' UTILITY
EASEMENT
9' UTILITY
EASEMENT
1.1%1.3%0.5%
0.5%0.8%
0.5%1.6%0.5%
0.5%
0.0
%
1
.
6%
1.0%2.5%
0.3%
0
.
2%
ROW
(WIDTH VARIES)
23.5523.267.6%17.0%13.1%
25.90
INLET
24.5724.552
4
.
8
824.762
4
.
6
7CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGECPORCHCRAWL SPACEGARAGEDPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACE
A "PORCH-RIGHT"
PORCH
CRAWL SPACE
GARAGE
A "PORCH-LEFT"
PORCH
CRAWL SPACE
GARAGE
E
PORCH
CRAWL SPACE
GARAGE
B
PORCH
CRAWL SPACE
GARAGE
A "PORCH-RIGHT"
PORCH CRAWL SPACEGARAGEA "PORCH-LEFT"PORCHCRAWL SPACEGARAGEEPORCHCRAWL SPACEGARAGEBPORCHCRAWL SPACEGARAGEA "PORCH-RIGHT"PORCHCRAWL SPACEA "PORCH-LEFT"PORCH(22.45)(22.77)(2
2
.
2
6
)24.8625.9725.9223.0123.06(2
2
.
7
3
)
(2
2
.
4
2
)
(2
2
.
2
8
)
6 RISERS. SEE NOTE 3.
6 RISERS. SEE NOTE 3.
6 RISERS. SEE NOTE 3.
6 RISERS. SEE NOTE 3.
8 RISERS.
SEE NOTE 3.
7 RISERS.
SEE NOTE 3.
6 RISERS.
SEE NOTE 3.
5 RISERS.
SEE NOTE 3.4 RISERS.
SEE NOTE 3.
3 RISERS.
SEE NOTE 3.
2 RISERS.
SEE NOTE 3.
4 RISERS.
SEE NOTE 3.
3 RISERS.
SEE NOTE 3.
2 RISERS.
SEE NOTE 3.
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED GROUND SLOPE
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.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
3.ALL RISERS TO BE OF EQUAL HEIGHT WITH A MIN. OF 5 FT. SPACING BETWEEN
STAIR SETS.
NOTES:
(47.45
)
EXISTING SPOT ELEVATION
33.43
EXISTING RIGHT OF WAY
LEGEND:
LIMITS OF DISTURBANCE LOD
PROPOSED SWALE SLOPE
4:1
1.0%
PROPOSED FLOW DIRECTION
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
G2 GRADING PLAN14
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G1KEYMAP
E. TRILBY ROAD
ZIEGLER ROADCALL 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
XXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
EAST TRILBY ROAD
KECHTER
FARM HOME
OWNERS
400 E SIMPSON
ST. STE 200,
LAFAYETTE, CO
D
STREET A GGGGGGGGGGGGGGEE
E
E
E
E
E
E E E
E
E
E
E
EVAULT
ELEC
VAULT
ELEC
EEEE E E E E E
T EEM
EM
E
E
E
E
E
E
E
E
E
EEEEE E
∆
24'
-
PROPOSED STORM
MANHOLE (TYP.)
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5
SEE SHEET ST4
STORM DRAIN A2
SEE SHEET ST3
BUILDING 1
BUILDING 2 BUILDING 3
BUILDING 5
BUILDING 6 6' SIDEWALK6' SIDEWALK4.5' SIDEWALKPROPOSED PEDESTRIAN
RAMP (TYP.)
18'18'
16.5'16.5'
1.5'
27' UTILITY
EASEMENT
TRACT A
PA, EA, D, & UE
4915
4920
4925
4930
4935
4915
4920
4925
4930
4935
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
-1.25%3.85%
1.90%
0.50%
-1.90%
-3.86
%
-1.70%
0.70%
0.50%PVI STA = 10+00.46PVI ELEV = 4924.49PVI STA = 10+17.74PVI ELEV = 4925.15PVI STA = 10+22.79PVI ELEV = 4925.25PVI STA = 16+17.37PVI ELEV = 4923.83PVI STA = 16+21.82PVI ELEV = 4923.74PVI STA = 16+33.67PVI ELEV = 4923.29PVI STA = 11+99.79PVI ELEV = 4924.3235.1' VC
HP ELEV = 4925.27
HP STA = 13+94.21
PVI STA = 14+01.75
PVI ELEV = 4925.33
BVCS: 13+84.21BVCE: 4925.24EVCS: 14+19.28EVCE: 4925.11A.D. = 1.75
K = 20.00
72.1' VC
LP ELEV = 4923.89
LP STA = 11+28.08
PVI STA = 11+13.01
PVI ELEV = 4923.71
BCVS: 10+76.93BVCE: 4924.33ECVS: 11+49.08EVCE: 4923.96A.D. = 2.40
K = 30.00
43.8' VC
LP ELEV = 4923.56
LP STA = 15+58.21
PVI STA = 15+48.80
PVI ELEV = 4923.48
BCVS: 15+26.88BVCE: 4923.76ECVS: 15+70.71EVCE: 4923.59A.D. = 1.75
K = 25.00
4925.214924.784924.364924.024923.894923.974924.144924.324924.444924.574924.694924.824924.944925.074925.194925.264925.044924.724924.414924.104923.784923.584923.624923.744923.62EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
4915
4920
4925
4930
4935
4940
4915
4920
4925
4930
4935
4940
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
4915
4920
4925
4930
4935
4915
4920
4925
4930
4935
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+004924.974924.544924.124923.784923.664923.864924.044924.174924.304924.424924.554924.674924.804924.924925.024924.944924.724924.484924.174923.844923.404923.354923.474923.564924.974924.544924.124923.784923.664923.674923.784923.954924.114924.234924.364924.484924.614924.734924.864924.984924.944924.494924.174923.874923.634923.414923.324923.414923.534923.143.85%
1.90%
-0.95%
-1.25%
-1.85%0.50%
-1.90%
-3.86
%
-1.70%
1.04%
0.70%
0.50%PVI STA = 10+00.46PVI ELEV = 4924.25PVI STA = 10+17.74PVI ELEV = 4924.91PVI STA = 10+22.79PVI ELEV = 4925.01PVI STA = 14+50.65PVI ELEV = 4924.47PVI STA = 14+96.95PVI ELEV = 4923.89PVI STA = 16+14.81PVI ELEV = 4923.05PVI STA = 11+34.60PVI ELEV = 4923.72PVI STA = 11+43.71PVI ELEV = 4923.82PVI STA = 11+80.94PVI ELEV = 4924.08PVI STA = 13+65.37PVI ELEV = 4925.0035.4' VC
HP ELEV = 4925.03
HP STA = 13+75.90
PVI STA = 13+91.40
PVI ELEV = 4925.04
BVCS: 13+73.70BVCE: 4925.02EVCS: 14+09.10EVCE: 4924.87A.D. = 1.01
K = 35.08
27.5' VC
PVI STA = 10+90.69
PVI ELEV = 4923.85
BCVS: 10+76.93BVCE: 4924.09ECVS: 11+04.44EVCE: 4923.74A.D. = 0.92
K = 30.00
18.9' VC
PVI STA = 15+26.64
PVI ELEV = 4923.34
BCVS: 15+17.18BVCE: 4923.52ECVS: 15+36.11EVCE: 4923.33A.D. = 1.66
K = 11.42
15.8' VC
LP ELEV = 4923.32
LP STA = 15+39.37
PVI STA = 15+43.98
PVI ELEV = 4923.31
BCVS: 15+36.11BVCE: 4923.33ECVS: 15+51.86EVCE: 4923.35A.D. = 0.63
K = 24.96
3.85%
1.90%
-1.85%
-1.25%
-0.95%
-1.70%
0.53%0.70%
0.50%PVI STA = 10+00.46PVI ELEV = 4924.25PVI STA = 10+17.74PVI ELEV = 4924.91PVI STA = 10+22.79PVI ELEV = 4925.01PVI STA = 14+50.66PVI ELEV = 4924.47PVI STA = 14+96.96PVI ELEV = 4923.89PVI STA = 11+63.56PVI ELEV = 4923.72PVI STA = 11+81.41PVI ELEV = 4923.82PVI STA = 12+18.64PVI ELEV = 4924.08PVI STA = 14+03.06PVI ELEV = 4925.0018.1' VC
HP ELEV = 4925.03
HP STA = 14+12.52
PVI STA = 14+20.43
PVI ELEV = 4925.04
BVCS: 14+11.40BVCE: 4925.02EVCS: 14+29.46EVCE: 4924.87A.D. = 1.98
K = 9.13
EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
27.5' VC
PVI STA = 10+90.69
PVI ELEV = 4923.85
BCVS: 10+76.93BVCE: 4924.09ECVS: 11+04.44EVCE: 4923.74A.D. = 0.92
K = 30.00
37.1' VC
PVI STA = 15+55.16
PVI ELEV = 4923.34
BCVS: 15+36.59BVCE: 4923.52ECVS: 15+73.74EVCE: 4923.33A.D. = 0.85
K = 43.85 15.8' VC
LP ELEV = 4923.32
LP STA = 15+77.05
PVI STA = 15+81.65
PVI ELEV = 4923.31
BCVS: 15+73.74BVCE: 4923.33ECVS: 15+89.57EVCE: 4923.35A.D. = 0.63
K = 25.07
VAULT
F.O.
D
FOFOFOFOFOFOX XXX
FO
FO
FO FO FO FO FO
FOZIEGLER ROADSTREET A GGGGGG G G G G GGGGGGGGGGGGGE
E E E E
E
EEEEEEEEVAULT
ELEC
E E E E
E
EEET
E E E EEEEE
E
E
E
E
E
E
E
E
∆
∆
24'
-
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
BUILDING 3
BUILDING 4
BUILDING 5
5' SIDEWALK6' SIDEWALK6' SIDEWALKEXISTING 5' SIDEWALK
EXISTING 4.5' SIDEWALKSTORM DRAIN A2
SEE SHEET ST3
18'18'
16.5'
WIDTH
VARIES
27' UTILITY
EASEMENT
TRACT B
PA, EA, & DE
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
R1 PLAN & PROFILESTREET A15
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
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
LINEMATCHSTA13+00LINEMATCHSTA13+00CALL 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
D1 DETAILSSITE16VAN-ACCESSIBLEPARKINGMIN.MIN.ONE IN EVERYEIGHT ACCESSIBLESPACES, BUT NOTLESS THAN ONE,SHALL BE VANACCESSIBLE.ONE SIGNPER SPACEREQUIREDREQUIREDPER SPACEONE SIGNREQUIREDPER SPACEONE SIGNCAR ACCESSIBLEVAN ACCESSIBLE"UNIVERSAL DESIGN"CAR & VAN ACCESSIBLEORA "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.THIS DESIGN IS USED TO ACCOMMODATE CAR & VANACCESSIBLE PARKING SPACES, WHICH ELIMINATES THENEED FOR TWO SIGN TYPES.8'5'8'8'8'8'11'5'11'11'5'RESERVEDRESERVEDPARKINGRESERVEDPARKINGR7-8R7-8R7-8THICKNESS
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.
Final asphalt lift,
overlay or grade
adjustment
Depress ring 1/4" to 5/8" below
adjacent finished street grade
Slope up to match
finished pavement
Straight cut
around ring
Concrete grade ring
to match slope or
finished grade
Grade ring
Existing base course
Manhole
Shim / Grout 16" max.NOTE:
1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs
water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35.
2. Manholes shall not be located in crosspans, gutters, or wheel path.
3. Shim and grout to make ring and cover flush with the finished
pavement surface.
Cover
Support with Steel Shims
and pack with High Strength
Grout
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"Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
AttachedDetached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0"6'-0"
T.C.F.L.Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
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
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
Transition back of walk (typ.)
Broom finishBroom finish
SECTION A-A
MID-BLOCK LOCATION
Varies *
1:12
Slope
(max.)
1:50 see note 2 Flowline(max.)
Slope
1:12
5'
A
Varies *
Wood float finish thru ramp Slope1:12Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
Varie
s *(max.)AA5'(max)(Radius varies)
(typ.)
back of walk
Transition
2
Broom finishBACK OF WALK / LANDINGRetaining Curb (Optional)12"(max.)(min.)TWalk
Curb
Gutter
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
2'-0" (min)
6"
Walk
Gutter
Curb Varies *Detectable Warning
1/4" per ft.
1" per ft.1" per ft.1" per ft.1" per ft.
On a radius hold 6" at the
corners of the truncated
dome warning.2"Retaining
Curb
(Optional)
6"
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
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
D2 DETAILSSITE17
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
MaterialsPavementThicknessVaries Varies1" (min.)(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12"12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
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)
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 DETAILSWATER18
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27ROWROWROWROWROWROWROWROWAll 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
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 DETAILSSANITARY SEWER19
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27ROWROWROWROWROWROWROWROW4" TYP
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
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 DETAILSDRAINAGE20
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
GENERAL NOTES:
1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED
IN RADIUS AND PAN.
2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL
STREET.
3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND
COLLECTOR STREETS.
AA
B
B
A A
AA
B
B
A A
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
D6 DETAILSDRAINAGE21
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
o
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
D7 DETAILSDRAINAGE22
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
REV C7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN TYPICAL INSTALLATION OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
8-10-00DATE
AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
8-10-00
CJA DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTTSALPOLYN
DUCT I L E I R ON
TSALPOLYND UCTILEIRONDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTWHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _ _ X
2818AG _ _ X
2824AG _ _ X
2830AG _ _ X
WHEN ARE INLINE DRAINS USED?
2708AG _ _ X
2710AG _ _ X
2712AG _ _ X
2715AG _ _ X
2718AG _ _ X
2724AG _ _ X
2730AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS 5: TO CHANGE DIRECTION
A°
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8"6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
700 BASIN TYPICAL INSTALLATION OPTIONS 701 12 IN BASIN QUICK SPEC INSTALLATION DETAIL
703 BASIN TYPICAL INSTALLATION OPTIONS
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
702 12 IN BASIN QUICK SPEC INSTALLATION DETAIL
704 BASIN TYPICAL INSTALLATION OPTIONS 705 BASIN TYPICAL INSTALLATION OPTIONS
D8 DETAILSDRAINAGE23
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
803 AREA DRAIN BASIN DETAILS
800
BASIN TYPICAL INSTALLATION OPTIONS
801 DROP IN GRATE & RISER QUICK INSTALLATION DETAIL
804 BASIN TYPICAL INSTALLATION OPTIONS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
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R
Inlet ID INLET SIZE INLET TYPE
STORM A
Inlet A3 8-inch Nyloplast Round Standard Grate
Inlet A4 8-inch Nyloplast Round Standard Grate
Inlet A5 8-inch Nyloplast Round Drop In Grate
Inlet A6 8-inch Nyloplast Round Drop In Grate
Inlet A7 8-inch Nyloplast Round Drop In Grate
Inlet A8 8-inch Nyloplast Round Drop In Grate
Inlet A9 8-inch Nyloplast Round Drop In Grate
Inlet A10 8-inch Nyloplast Round Drop In Grate
Inlet A11 8-inch Nyloplast Round Drop In Grate
Inlet A12 8-inch Nyloplast Round Drop In Grate
Inlet A13 8-inch Nyloplast Round Standard Grate
Inlet A14 8-inch Nyloplast Round Standard Grate
Inlet A15 8-inch Nyloplast Round Drop In Grate
Inlet A16 8-inch Nyloplast Round Drop In Grate
Inlet A17 8-inch Nyloplast Round Drop In Grate
Inlet A18 8-inch Nyloplast Round Drop In Grate
STORM A (S)
Inlet A(S)-1 8-inch Nyloplast Round Standard Grate
Inlet A(S)-2 10-inch Nyloplast Round Standard Grate
Inlet A(S)-3 10-inch Nyloplast Round Standard Grate
Inlet A(S)-4 10-inch Nyloplast Round Standard Grate
STORM A (S)-1
Inlet A(S)-1.1 10-inch Nyloplast Round Standard Grate
STORM A2
Inlet A2-1 5 feet Type R Inlet
Inlet A2-2 5 feet Type R Inlet
Inlet A2-3 8-inch Nyloplast Round Solid Grate
Inlet A2-5 8-inch Nyloplast Round Standard Grate
Inlet A2-6 5 feet Type R Inlet
Inlet A2-7 5 feet Type R Inlet
STORM A2-2
Inlet A2-2.1 10-inch Nyloplast Round Standard Grate
STORM A2-5
Inlet A2-5.1 8-inch Nyloplast Round Standard Grate
Inlet A2-5.2 8-inch Nyloplast Round Standard Grate
Inlet A2-5.3 8-inch Nyloplast Round Standard Grate
Inlet A2-5.4 8-inch Nyloplast Round Drop In Grate
STORM A2-5.1
Inlet A2-5.1-1 8-inch Nyloplast Round Standard Grate
Inlet A2-5.1-2 8-inch Nyloplast Round Drop In Grate
Inlet A2-5.1-3 8-inch Nyloplast Round Drop In Grate
Inlet A2-5.1-4 10-inch Nyloplast Round Standard Grate
Inlet A2-5.1-5 10-inch Nyloplast Round Standard GrateDUCTI
L
EIRON-DO
NOT POL L U T D RAIN STOWATERWAYSENYLOPLASTDUCTILE
I
RON-DONO
TPOL LU T D R A IN STOWATERWAYSENYLOPLAST
DUCTI
LE
I
R
ON-DONOTPOLL UT DRAIN STOWATERWAYSENYLOPLAST
TYPICAL JUNCTIONS AREA DRAIN GRATE ELEVATION
FINISHED GRADE
GRATE
ELEVATION
NOTE:GRATE ELEVATIONS AND FINISHED GRADE ELEVATIONS DEPICTED HEREIN
REPRESENT THE TOP LEVEL OF FINISHED SURFACES, UNLESS OTHERWISE
NOTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR
GRATE ELEVATION, DEPTH OF COBBLE ROCK MULCH OR OTHER LANDSCAPE
SURFACE TREATMENTS TO ENSURE PROPER FINISHED GRADE AND GRATE
ELEVATIONS ARE ACHIEVED.
PLAN VIEW
INLINE JUNCTION - PROFILE
AREA DRAIN BASIN DETAILS
802
VAULT
F.O.
D
FOFOFOFOFOFOX XXXXXXXXXFO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO FO FO FO FO
FOEAST TRILBY ROAD
ZIEGLER ROADD
D
H2O
HY DD
D
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)
SEE SHEET ST2
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4
24'
FL-FLPROJECT BOUNDARY
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6 GGGGGG G G G G GGGGGGGGGGGGGGGGGGGGSFSFSFSFSFSFSFSFSFSFSF
SFSFSF
SFSFS
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF SF SF SF SF SF SF
27' UTILITY EASEMENT
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
EC1 PLANEROSION CONTROL24
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
BENCHMARK/BASIS OF BEARING:
SILT FENCE
ROCK SOCK
RIPRAP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE FINAL DRAINAGE REPORT, DATED AUGUST 11TH, 2021 BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
SEDIMENT TRAP
BALE INLET PROTECTION
SLOPE DRAIN
EROSION CONTROL FABRIC
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
BENCHMARK: #1
NGS A 409 (NAVD88)
Elevation=5039.43
Basis of Bearings
The Basis of Bearings is the East line of the Southeast Quarter of the
Northeast Quarter of Section 8-6-68 as bearing North 00° 17' 16" East,
and monumented as shown on the Plat.
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 )
0
1 INCH = 40 FEET
40 40 80 120
EC2 DETAILSEROSION CONTROL25
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
VTC
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2"100
1-1/2"90-100
1"20-55
3/4"0-15
3/8"0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 SILT FENCE
SF
CWA
005 CURB INLET PROTECTION
IP
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1 12" x 1 12" WOODEN FENCE POSTS
SF
007 DROP INLET WATTLE FILTER
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
ENTRENCH 3"FLOWFLOWNOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE OUTSIDE
EDGE OF CONCRETE APRON
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(8" MIN. DIAMETER)
IP
006 SWALE WATTLE DIKE
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
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FOEAST TRILBY ROAD
ZIEGLER ROADD
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FL-FL
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5BUILDING 6 GGGGGGGG G G G G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGEE
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27' UTILITY EASEMENT
a20
a1
a2
a3
a4
a5
a6
a9
a10
a8
a7
a11
a18
a12
a13
a14
a15a16
a17
a19
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A2
SEE SHEET ST3
STORM DRAIN A(S)-1
SEE SHEET ST2
STORM DRAIN A2-5.1
SEE SHEET ST4
STORM DRAIN A2-5
SEE SHEET ST4PROJECT BOUNDARY
STORM DRAIN A(S)
SEE SHEET ST2
A10
A9
A6A5
A3
A2
A1
A8
A7
A4
A11A20
A12
A13
A14
A15A16
A17
A18
A19
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
DR1 PLANDRAINAGE EXHIBIT26
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 )
0
1 INCH = 30 FEET
30 30 60 90
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE Final Drainage Report, dated August 11th, 2021 FOR ADDITIONAL
INFORMATION.
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
A
DRAINAGE SUMMARY
Developed Basins
a1 A1 0.115 0.69 0.86 5 5 0.22 0.98
a2 A2 0.255 0.83 1.00 5 5 0.60 2.53
a3 A3 0.065 0.20 0.25 6 5 0.04 0.16
a4 A4 0.076 0.73 0.91 5 5 0.16 0.68
a5 A5 0.071 0.74 0.93 5 5 0.15 0.66
a6 A6 0.069 0.65 0.82 5 5 0.13 0.56
a7 A7 0.034 0.51 0.64 5 5 0.05 0.22
a8 A8 0.042 0.20 0.25 5 5 0.02 0.10
a9 A9 0.085 0.30 0.38 6 5 0.07 0.32
a10 A10 0.724 0.86 1.00 5 5 1.78 7.21
a11 A11 0.222 0.84 1.00 5 5 0.53 2.21
a12 A12 0.126 0.64 0.80 5 5 0.23 1.00
a13 A13 0.069 0.20 0.25 9 8 0.03 0.14
a14 A14 0.097 0.20 0.25 9 8 0.05 0.20
a15 A15 0.164 0.66 0.82 6 5 0.30 1.35
a16 A16 0.141 0.68 0.85 5 5 0.27 1.19
a17 A17 0.010 0.61 0.76 5 5 0.02 0.07
a18 A18 0.051 0.20 0.25 7 6 0.03 0.12
a19 A19 0.136 0.72 0.90 5 5 0.28 1.21
a20 A20 0.112 0.31 0.39 5 5 0.10 0.43
H2O
V.P.
H2O
V.P.C.O.S
CONTROL
IRR
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IRR
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IRR
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IRR
W
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IRR
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IRR
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IRR
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IRR
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IRRI SOI S
OCONTROL
IRR
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IRR
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IRR
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IRR
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IRRCONTROL
IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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IRRCONTROL
IRRCONTROL
IRRCONTROL
IRR
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FOSTSTSTSTSTSTSTSTST284.0'SSSSSSSSSSSSSS
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EAST TRILBY ROAD
ZIEGLER ROADD
D
H2O
D
D
H1
H2
h1
h2
EXISTING
STORM DRAIN
PROJECT BOUNDARY
EXISTING
STORM DRAIN
SheetKECHTER FARM TOWNHOMESNOT FOR CONSTRUCTIONREVIEW SETof 27
H-DRNPLANHISTORIC DRAINAGE EXHIBIT27
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 )
0
1 INCH = 30 FEET
30 30 60 90
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE Final Drainage Report, dated August 11th, 2021 FOR ADDITIONAL
INFORMATION.
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
A
DRAINAGE SUMMARY
Design
Point Basin ID
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
Developed Basins
h1 H1 1.411 0.20 0.25 13 13 0.57 2.48
h2 H2 1.251 0.20 0.25 13 13 0.50 2.20