HomeMy WebLinkAboutTHE FLATS AT HANSEN FARM - PDP220004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSKETCHER ROADSOUTH TIMBERLINE ROADEAST TRILBY ROADZEPHYR ROADC 100COVER SHEET
1MARCH 2022CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHPROJECT BENCHMARKS:THE FLATS AT HANSEN FARMPROJECT TEAM:Hansen MF, LLCAffinity Partners, LLCRyan Schaefer, Manager3665 John F Kennedy Parkway, Building 2, Suite 202Fort Collins, CO 80525(970) 663-3150Northern Engineering Services, Inc.Danny Weber, PE301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158PLANNER/LANDSCAPE ARCHITECTOWNER/APPLICANTSITE ENGINEERSHEET INDEXTRACT D, TRACT E, AND TRACT L OF HANSEN FARM LOCATED IN THE EASTHALF OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOFIELD SURVEY BY:Northern Engineering Services, Inc.Bob Tessely, PLS301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158SITE SURVEYOR1C 100 COVER SHEET2C 101 GENERAL & CONSTRUCTION NOTES3C 102 EXISTING CONDITIONS & DEMOLITION PLAN4-6C 200-C 202 CIVIL SITE PLANUTILITY SHEETS7C 300 OVERALL UTILITY PLAN8-11C 301-C 304 UTILITY PLANGRADING SHEETS12C 400 OVERALL GRADING PLAN13-16C 401-C 404 GRADING PLANDRAINAGE SHEETS17C 700 DRAINAGE EXHIBITUTILITY PLANSCTL|Thompson, Inc.Geotechnical InvestigationProposed Hansen Farm ApartmentsNW of Timberline Road & Zephyr RoadFort Collins, ColoradoCTL Project No. FC10225-120Date: March 8, 2022 | Revised March 10, 2022SUBSURFACE EXPLORATION BY:UTILITY CONTACT LIST: *ENGINEERNGIEHTRONRNENGINEERNGIEHTRONRNCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSheetTHE FLATS AT HANSEN FARM These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 17APPROVED:CITY ENGINEER:APPROVED SHEETSDATEWATER & WASTEWATER UTILITY:APPROVED SHEETSDATESTORMWATER UTILITY:APPROVED SHEETSDATEPARK PLANNING AND DEVELOPMENT:APPROVED SHEETSDATETRAFFIC OPERATIONS:APPROVED SHEETSDATEENVIRONMENTAL PLANNER:APPROVED SHEETSDATECity of Fort Collins, ColoradoUTILITY PLAN APPROVALAPPROVED:APPROVED:APPROVED:APPROVED:APPROVED:All changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTI hereby affirm that these finalconstruction plans were preparedunder my direct supervision, inaccordance with all applicable Cityof Fort Collins and State ofColorado standards and statutes,respectively; and that I am fullyresponsible for the accuracy of alldesign. revisions, and recordconditions that I have noted onthese plans.These plans have been reviewed by the City of Fort Collins for concept only. The review does not implyresponsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracyand correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plansare the final quantities required. The review shall not be construed for any reason as acceptance of financialresponsibility by the City of Fort Collins for additional quantities of items shown that may be required during theconstruction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:Ripley Design, Inc.Russ Lee, President419 Canyon Avenue, Suite 200Fort Collins, CO. 80521(970) 224-5828■ land planning ■ landscape architecture ■■ urban design ■ entitlement ■PROJECTLOCATIONNorthern Engineering Services, Inc.Project No. HNPDate: March 1, 2004Additional Field Survey:Project No. 911-015Date: May 10, 2017Project Datum: NAVD88Benchmark 2-02 East side of Timberline Road, 1/2 mile North of Trilby Road, on the middleconcrete pad to an electric box.elevation: 4964.37Benchmark 16-01 South side of Willow Springs Way approx. 50 ft. West of the intersection ofWillow Springs Way and Timberline Road on the Southwest corner of a storm inlet.elevation: 4956.98Please Note: this plan set is using NAVD88 for a vertical datum. Surrounding developmentshave used NGVD29 unadjusted datum (prior City of Fort Collins datum) for their vertical datums.If NGVD29 Unadjusted Datum (prior City of Fort Collins datum) is required for any purpose, thefollowing equation should be used: NGVD29 Unadjusted Datum (prior City of Fort Collinsdatum) = NAVD88 - 3.19'Basis of BearingsThe basis of bearings is the East line of the Northeast Quarter of Section 7, as bearing South00°00'53" East (assumed bearing) as monumented on drawing.UTILITY COMPANYGAS-----------------Xcel Energy-----------------------------------Stephanie Rich(970) 225-7857ELECTRIC--------City of Fort Collins Light & Power-------Austin Kreager(970) 224-6152CABLE-------------Comcast---------------------------------------Don Kapperman(970) 567-0245TELECOM--------CenturyLink Local Network---------------William Johnson(970) 377-6401WATER------------Fort Collins-Loveland Water District----Zach Gilbert(970) 226-3104WASTEWATER- South Fort Collins Sanitation District--- Sam Lowe(970) 226-3104 ext.113STORMWATER-City of Fort Collins Utilities----------------Wes Lamarque(970) 416-2418* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility forthe accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility forlocating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center ofColorado (UNCC) at 811 for additional information.PHONE NUMBER
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 Preliminary Drainage Report, dated March 16, 2022 by Northern Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
Project Datum: NAVD88
Benchmark 2-02 East side of Timberline Road, 1/2 mile North of Trilby Road, on the middle concrete pad to an electric box.
elevation: 4964.37
Benchmark 16-01 South side of Willow Springs Way approx. 50 ft. West of the intersection of Willow Springs Way and Timberline Road on
the Southwest corner of a storm inlet. elevation: 4956.98
Please Note: this plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior
City of Fort Collins datum) for their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins datum) is required for any purpose, the following equation should be used:
NGVD29 Unadjusted Datum (prior City of Fort Collins datum) = NAVD88 - 3.19'
Basis of Bearings
The basis of bearings is the East line of the Northeast Quarter of Section 7, as bearing South 00°00'53" East (assumed bearing) as
monumented on drawing.
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48.Approved Variances are listed as follows:
1) N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for The Flats at Hansen Farm.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Preliminary Drainage Report, dated March 16, 2022 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 water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins
Sanitation District standards and specifications.
2.Construction of water and sewer facilities require a precon meeting with district operations staff prior to construction.
3.Contractor shall notify district inspectors prior to starting work.
4.Contractor shall contact the sanitation district for sewer inspection 48 hours prior to connecting to existing sewer stubs.
5.All commercial domestic services require a reduced pressure backflow prevention device.
6.All water lines shall be a minimum of (5) five feet and a maximum of (6) feet below final grade.
7.All district shall only be operated by district operations staff.
8.Pipe Pressure and vacuum testing shall be witnessed by district inspectors. Waterline bacteria tests shall also be taken by district inspectors.
9.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the district that includes
the dollar value of the water and sewer improvements listed separately.
10.As-builts shall be submitted in pdf and dwg to the district for final approval.
11.If groundwater is encountered within the depth of sewer construction, manholes must be water-proofed.
12.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 work. Before commencing new construction , the contractor shall be
responsible for locating all underground utilities and shall be responsible for all unknown underground utilities.
13.All water fittings and valves are only graphically represented and are not to scale.
14.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 bicycle or vehicle wheel paths
C 101CONSTRUCTION NOTES GENERAL &2
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
EE
EEEEEEEEEEEEE 16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" WCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVVAULT
F.O.
T
VAULT
F.O.
8" W
8
"
S
S
8
"
S
S
8"
S
S
8"
S
S
8"
S
S
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8
"
W
8
"
W
8
"
W
8"
W
8"
W
8"
W
8" W
8" W
8" W
8" W 8" W 8" W 8" W WSWSSSSS
S
SS
S
S
WWWWWWWW8" SS8" WFMFMFMFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO16"W
K
N
O
B
B
Y
P
I
N
E
D
R
I
V
E
ZEPHYR ROADBURLY TREE DRIVETWISTED ROOT DRIVE
SOUTH TIMBERLINE ROAD50' DRAINAGE
& UTILITY EASEMENT
TO BE VACATED
BY THIS PLAT
±58 LF VERTICAL CURB & GUTTER
TO BE REMOVED
±56 LF VERTICAL CURB & GUTTER
TO BE REMOVED
±56 LF VERTICAL CURB & GUTTER
TO BE REMOVED
±56 LF VERTICAL CURB & GUTTER
TO BE REMOVED
±56 LF VERTICAL CURB & GUTTER
TO BE REMOVED
±78 LF VERTICAL
CURB & GUTTER AND
STRIPING TO BE REMOVED
9' UTILITY EASEMENT
8" PVC SANITARY SEWER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
±9 LF 30" RCP STORM DRAIN
TO BE REMOVED
30" RCP FES
TO BE REMOVED
SCOURSTOP PADDING
TO BE REMOVED
TEMPORARY FIRE HYDRANT
TO BE REMOVED
TEMPORARY FIRE HYDRANT
TO BE REMOVED
TEMPORARY FIRE HYDRANT
TO BE REMOVED
TEMPORARY FIRE HYDRANT
TO BE REMOVED
SANITARY MANHOLE
TO BE REMOVED
SANITARY MANHOLE
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
EXISTING
DETENTION POND 1
(HANSEN FARM)
EXISTING
DETENTION POND 2
(HANSEN FARM)
EXISTING
DETENTION POND 3
(HANSEN FARM)
EXISTING LOT LINE
TO BE VACATED
BY THIS PLAT
±26 LF 8' PVC WATER MAIN
TO BE REMOVED
15' UTILITY &
PUBLIC ACCESS
TRAIL EASEMENT
TRACT E
(HANSEN FARM)
TRACT D
(HANSEN FARM)TRACT LDRAINAGE & UTILITY(HANSEN FARM)HANSEN FARM
TRACT D
(HANSEN FARM)9' UTILITY EASEMENT54' FL-FL76' ROW59' ROW36'FL-FL36'
FL-FL
59' ROW
129' ROW
POND OUTLET STRUCTURE
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
HANSEN FARM
15' UTILITY &
PUBLIC ACCESS
TRAIL EASEMENT
FIRE HYDRANT
(HANSEN FARM)
30" STORM DRAIN
(HANSEN FARM)
POND OUTLET STRUCTURE
(HANSEN FARM)
POND OUTLET STRUCTURE
(HANSEN FARM)
POND OUTLET STRUCTURE
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)9' UTILITY EASEMENT10" PVC SANITARY SEWER
(HANSEN FARM)8" PVC WATER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
6' WALK
30" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
5' CONCRETE TRAIL
(HANSEN FARM)
5' CONCRETE TRAIL
(HANSEN FARM)
4.5' SIDEWALK
(HANSEN FARM)
4.5' SIDEWALK
(HANSEN FARM)
4.5' SIDEWALK
(HANSEN FARM)
4.5' SIDEWALK
(HANSEN FARM)
6' SIDEWALK
(HANSEN FARM)
6' SIDEWALK
(HANSEN FARM)
2' CONCRETE PAN
(HANSEN FARM)
2' CONCRETE PAN
(HANSEN FARM)
EXISTING
FORCE MAIN
EXISTING
16" WATER
36'
FL-FL
59' ROW36'FL-FL59' ROW15" STORM DRAIN
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
RENNAT SUBDIVISION
PROPOSED SAWCUT
±44 LF 4.5' SIDEWALK
TO BE REMOVED
±44 LF 4.5' SIDEWALK
TO BE REMOVED
±45 LF 4.5' SIDEWALK
TO BE REMOVED
±44 LF 4.5' SIDEWALK
TO BE REMOVED
±108 LF 4.5' SIDEWALK
TO BE REMOVED
AIR RELEASE VALVE
(HANSEN FARM)
SANITARY MANHOLE
TO BE MODIFIED
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
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:
SUBSURFACE EXPLORATION 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 CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE
EXISTING SITE SURVEY.
6.SOME EXISTING INFORMATION FOR HANSEN FARM IMPROVEMENTS BASED ON
DESIGN INFORMATION ONLY AND HAS NOT BEEN SURVEYED. CONTRACTOR TO
VERIFY RELEVANT INFORMATION PRIOR TO CONSTRUCTION.
EXISTING OVERHEAD UTILITY OHE
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. HNP
DATE: MARCH 1, 2004
ADDITIONAL FIELD SURVEY:
PROJECT NO. 911-015
DATE: MAY 10, 2017
CTL|THOMPSON, INC.
GEOTECHNICAL INVESTIGATION
PROPOSED HANSEN FARM APARTMENTS
NW OF TIMBERLINE ROAD & ZEPHYR ROAD
FORT COLLINS, COLORADO
CTL PROJECT NO. FC10225-120
DATE: MARCH 8, 2022 | REVISED MARCH 10, 2022
C 102DEMOLITION PLAN EXISTING CONDITIONS &3
XXX X X
CCCC C C C C C C C C CCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCC
C
C
C
C
C CC
CCCCCCCCCKNOBBY PINE DRIVE BURLY TREE DRIVE6.5' SID
E
W
AL
K
5' SIDEWALK
5' SIDEWALK
N:101266.86
E:204456.93
N:101196.86
E:204456.89
N:101266.86
E:204682.68
N:101196.86
E:204682.72
N:101162.18
E:204475.65
N:100864.39
E:204405.65
N:100864.35
E:204475.65
N:101162.14
E:204405.65
N:100930.50
E:204629.70
N:100920.83
E:204763.94
N:100839.02
E:204763.94
N:101012.50
E:204707.00
N:101012.50
E:204774.33
N:101154.50
E:204707.00
N:101154.50
E:204774.33
5' SIDEWALK5' SIDEWALK5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
DRAINAGE
EASEMENT
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T 9' UTILITY EASEMENT4.5' SIDEWALK9' UTILITY EASEMENT4.5' SIDEWALKLANDSCAPE WALL
5' SIDEWALK5' SIDEWALK4.5' SIDEWALK5' CONCRETE TRAIL
(HANSEN FARM)
5' CONCRETE TRAIL
(HANSEN FARM)
5' CONCRETE TRAIL
(HANSEN FARM)
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
LANDSCAPE WALL
DRIVE-OVER
CURB & GUTTER
(HANSEN FARM)
4
6
6
6
6
4
4
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREA
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
6
6
4
4
4
TRASH
ENCLOSURE
TRASH
ENCLOSURE
6
6
1
1
4
1
2
2
2
2
2
2
2
1
4
4
2
2
LANDSCAPE WALL
2' CONCRETE PAN
(HANSEN FARM)
4
15' (TYP.)
15' (TYP.)
18' (TYP.)
18' (TYP.)
8.5' (TYP.)
8.5' (TYP.)
8' (TYP.)
8' (TYP.)
18' (TYP.)
8.5' (TYP.)
18' (TYP.)8.5' (TYP.)15'
(TYP.)
8' (TYP.)
18'
(TYP.)
8.5' (TYP.)
18'
(TYP.)
8.5' (TYP.)
18' (TYP.)
8.5'8.5'
8.5'
18'
(TYP.)
8.5'
(TYP.)
15' (TYP.)
8' (TYP.)
15' (TYP.)
8' (TYP.)
26'
FL-FL
20'
FL-FL
26'
FL-FL
26'
FL-FL
24'
FL-FL
26'
FL-FL
36'
FL-FL
59' ROW
36'
FL-FL59' ROW
8.5' (TYP.)
15' (TYP.)
8' (TYP.)
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
N:100834.50
E:204615.58
N:100814.08
E:204575.69
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
MATCH LINE - SEE SHEET C 201CALL 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
C 200CIVIL SITE PLAN 4
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
KEYMAP
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.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
18" VERTICAL INFLOW CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
X' CONCRETE PAN
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
ASPHALT MILL & OVERLAY
64' SIDEWALK CULVERT
C 201C 200
C 202
C C C C C C C
C C C C C C C CCCCCCCTWISTED ROOT DRIVE
BURLY TREE DRIVE5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALKN:100883.87
E:204859.83
N:100883.83
E:204929.83
N:101181.62
E:204859.83
N:101181.66
E:204929.83
N:101185.02
E:204990.33
N:101185.02
E:205057.67
N:101043.02
E:205057.67
N:101043.02
E:204990.33
4.5' SIDEWALK4.5' SIDEWALK9' UTILITY EASEMENT4.5' SIDEWALK15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALK9' UTILITY EASEMENT
4.5' SIDEWALK
DRIVE-OVER
CURB & GUTTER
(HANSEN FARM)
4
4
4
4
4
66
6
6
4
4
4
2' CONCRETE PAN
(HANSEN FARM)
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREALANDSCAPE WALL
1 1
1
2
2
2
2
2
2
2
2
2
5
6
4
TRASH
ENCLOSURE
26'
FL-FL
24'
FL-FL
26'
FL-FL
26'
FL-FL
15'
(TYP.)
15'
(TYP.)
8' (TYP.)
8' (TYP.)
18' (TYP.)
8.5' (TYP.)
18' (TYP.)
8.5' (TYP.)
18'
(TYP.)
8' (TYP.)
8.5'
18'
(TYP.)
8.5' (TYP.)
18' (TYP.)
8.5' (TYP.)
18' (TYP.)
8.5' (TYP.)
18'
(TYP.)
8.5' (TYP.)
8.5'
18'
(TYP.)
8.5' (TYP.)
18'
(TYP.)
8.5' (TYP.)
18' (TYP.)
8.5'
(TYP.)
36'
FL-FL
59' ROW
59' ROW 36'
FL-FL
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
2' CONCRETE PAN
(HANSEN FARM)SOUTH TIMBERLINE ROADNORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
MATCH LINE - SEE SHEET C 200 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
C 201CIVIL SITE PLAN 5
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
KEYMAP
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.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
18" VERTICAL INFLOW CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
X' CONCRETE PAN
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
ASPHALT MILL & OVERLAY
64' SIDEWALK CULVERT
C 201C 200
C 202
MATCH LINE - SEE SHEET C 202
C C C C C C C
C C C C C C C
C C C C CC
X
XXXXXXXXZEPHYR ROADBURLY TREE DRIVESOUTH TIMBERLINE ROAD5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK
N:100646.12
E:204859.84
N:100646.16
E:204929.84
N:100420.37
E:204859.83
N:100420.33
E:204929.83
N:100405.03
E:205084.93
N:100405.07
E:205154.93
N:100630.86
E:205084.93
N:100630.82
E:205154.93
9' UTILITY EASEMENT4.5' SIDEWALK9' UTILITY EASEMENT
4.5' SIDEWALK 15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALK15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALK66
6
6
4
4
4
4
4
4
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREALANDSCAPE WALL
1 1
1
1
1
2
2
2
2
2
2
2
2
2
2
6
4
2
2
4
TRASH
ENCLOSURE
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
18' (TYP.)8.5'
(TYP.)
18'
(TYP.)
8.5' (TYP.)
18'
(TYP.)
8.5' (TYP.)
18'
(TYP.)
8.5' (TYP.)
18' (TYP.)8.5'
(TYP.)
18' (TYP.)8.5'
(TYP.)
18'
(TYP.)
8.5' (TYP.)
15' (TYP.)
15' (TYP.)
8' (TYP.)
8' (TYP.)
18'
(TYP.)
8.5' (TYP.)
18' (TYP.)
8.5'
(TYP.)
36'
FL-FL59' ROW
76' ROW 54'
FL-FL
18'
8.5'
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
15'
(TYP.)
8' (TYP.)
36'
FL-FL
59' ROW
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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
C 202CIVIL SITE PLAN 6
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
KEYMAP
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.
7.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
8.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
9.SINGLE POINT CURB TRANSITIONS ARE 6'.
10.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
11.ALL CURB & GUTTER CALLS ARE FLOWLINE UNLESS OTHERWISE NOTED.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PARKING ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE APPROXIMATE.
FINAL LOCATION MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
18" VERTICAL INFLOW CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
X' CONCRETE PAN
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
1
P0TS
3
DRIVE AISLE ASPHALT PAVING
ASPHALT MILL & OVERLAY
64' SIDEWALK CULVERT
C 201C 200
C 202
MATCH LINE - SEE SHEET C 201
XX X
XXXXXWT TTTTT TTFFWSFSSSSSUDUDUD UD
UDFWW
FWSS SWWFFFWEE
EEEEEEEEEEEEE 16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" WCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVVAULT
F.O.
T
VAULT
F.O.
8" W
8
"
S
S
8
"
S
S
8"
S
S
8"
S
S
8"
S
S
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8
"
W
8
"
W
8
"
W
8"
W
8"
W
8"
W
8" W
8" W
8" W
8" W 8" W 8" W 8" W WSWSSSSS
S
SS
S
S
WWWWWWWW8" SS8" WFMFMFMFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO16"W
KNOBBY PINE DRIVE
ZEPHYR ROADBURLY TREE DRIVETWISTED ROOT DRIVE
SOUTH TIMBERLINE ROADPROPOSED
FIRE HYDRANT
PROPOSED 8" PVC
WATER MAIN
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED
SANITARY
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED
STORM DRAIN
PROPOSED WATER
SERVICE (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED
SANITARY
CLEAN-OUT
PROPOSED SANITARY
CLEAN-OUT
PROPOSED SANITARY
CLEAN-OUT
CONNECT TO
EXISTING
SANITARY
MANHOLE
CONNECT TO
EXISTING
SANITARY
MANHOLE
PROPOSED 8" PVC
WATER MAIN
PROPOSED 8" PVC
SANITARY SEWER
CONNECT TO EXISTING
8" PVC WATER MAIN
CONNECT TO
EXISTING 8" PVC
WATER MAIN
26'
FL-FL
24'
FL-FL
26'
FL-FL
24'
FL-FL26'
FL-FL
59' ROW 36'
FL-FL
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREA
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T 9' UTILITY EASEMENT26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT9' UTILITY EASEMENT4.5' SIDEWALK9' UTILITY EASEMENT 6' SIDEWALK9' UTILITY EASEMENT
2' CONCRETE PAN
(HANSEN FARM)
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSIONEASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
8" PVC
SANITARY SEWER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
EXISTING 9' UTILITY EASEMENT
9' UTILITY EASEMENT
EXISTING
DETENTION POND 1
EXISTING
DETENTION POND 2
DETENTION POND 315' UTILITY &
PUBLIC ACCESS
TRAIL EASEMENT9' UTILITY EASEMENT36'
FL-FL
59' ROW
POND OUTLET STRUCTURE
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
HANSEN FARM
15' UTILITY &
PUBLIC ACCESS
TRAIL EASEMENT
FIRE HYDRANT
(HANSEN FARM)
30" STORM DRAIN
(HANSEN FARM)
POND OUTLET STRUCTURE
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
10" PVC SANITARY SEWER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
30" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
2' CONCRETE PAN
(HANSEN FARM)36'FL-FL59' ROW15" STORM DRAIN
(HANSEN FARM)
129' ROW
POND OUTLET STRUCTURE
(HANSEN FARM)
EXISTING
FORCE MAIN
EXISTING
16" WATER
FIRE HYDRANT
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
STORM DRAIN
15" STORM DRAIN
(HANSEN FARM)
PROPOSED
FIRE HYDRANT
PROPOSED
TRANSFORMER (TYP.)
CONNECT TO EXISTING
8" PVC WATER
54'
FL-FL76' ROW
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C 300OVERALL UTILITY PLAN 7
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
KEYMAP
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER
DISTRICT STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO
THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT COLLINS STANDARDS,
EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN
FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR
ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 5.0 - 6.0 FEET OF 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 FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE
IN ACCORDANCE WITH 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.
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
PROPOSED TRANSFORMER
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
T
C 303
C 302
C 304
C 301
8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" W
8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WW8" SS8" SS8" W8" W8" SS8" SSTTF
SS
SUDUDUDUDFWW
PROPOSED SANITARY
MANHOLE (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED SANITARY
CLEAN-OUT
CONNECT TO EXISTING
SANITARY MANHOLE
RE-ORIENT UPPER CONE
SECTION TO PLACE MANHOLE
RIM ON NORTH SIDE
PROPOSED FIRE
HYDRANT
24'
FL-FL
RAIN GARDEN
BIOMEDIA AREA
RAIN
GARDEN B
RAIN GARDEN
BIOMEDIA AREA
DRAINAGE
EASEMENT
9' UTILITY EASEMENT4.5' SIDEWALKPROPOSED
SANITARY
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
8" PVC WATER
(HANSEN FARM)
EXISTING
DETENTION POND 1
36'
FL-FL
59' ROW
POND OUTLET STRUCTURE
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
2' CONCRETE PAN
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
RAIN
GARDEN A
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED RAIN GARDEN
OVERFLOW PIPE
PROPOSED RAIN GARDEN
OVERFLOW PIPE
EASEMENT
EXCLUSION
PROPOSED 8" PVC
WATER MAIN
8" PVC
SANITARY SEWER
(HANSEN FARM)
PROPOSED
STORM DRAIN
PROPOSED
SANITARY
SERVICE (TYP.)PROPOSED WATER
METER (TYP.)
CONNECT TO
EXISTING WATER
PROPOSED 4'
SIDEWALK
CULVERT
BURLY TREE DRIVEPROPOSED
UNDERDRAIN
PROPOSED
UNDERDRAIN
PROPOSED
CURB INLET
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 303CALL 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
C 301UTILITY PLAN 8
KEYMAP
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER
DISTRICT STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO
THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT COLLINS STANDARDS,
EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN
FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR
ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 5.0 - 6.0 FEET OF 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 FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE
IN ACCORDANCE WITH 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.
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
PROPOSED TRANSFORMER
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
T
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
MATCH LINE - SEE SHEET C 302
C 303
C 302
C 304
C 301
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS10" SS10" SS10" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8"
W
8"
W
8"
W
8"
W
8"
W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" SS8" W8" W8" SS8" SSXXXX X X X X XT
TFW SFSS UDUDUDUDUDUD UDW
KNOBBY PINE DRIVE BURLY TREE DRIVEPROPOSED 8" PVC
WATER MAIN
PROPOSED SANITARY
CLEAN-OUT
PROPOSED WATER
METER (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SANITARY
SERVICE (TYP.)
26'
FL-FL
20'
FL-FL
4.5' SIDEWALK 9' UTILITY EASEMENT4.5' SIDEWALKPROPOSED
FIRE HYDRANT
PROPOSED
SANITARY
SERVICE (TYP.)
26'
FL-FL
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN
GARDEN C
RAIN GARDEN
BIOMEDIA AREA
DRAINAGE
EASEMENT
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
26'
EMERGENCY
ACCESS
EASEMENT
4.5' SIDEWALK8" PVC
SANITARY SEWER
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36'FL-FL59' ROW15" STORM DRAIN
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
PROPOSED RAIN GARDEN
OVERFLOW PIPE
26'
EMERGENCY
ACCESS
EASEMENT
8" PVC WATER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
CONNECT TO
EXISTING WATER
PROPOSED
AREA DRAIN
PROPOSED 2'
CURB CHASE
PROPOSED
AREA DRAIN
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED
UNDERDRAIN
10" PVC
SANITARY SEWER
(HANSEN FARM)
PROPOSED WATER
METER (TYP.)
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 303CALL 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
C 302UTILITY PLAN 9
KEYMAP
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER
DISTRICT STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO
THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT COLLINS STANDARDS,
EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN
FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR
ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 5.0 - 6.0 FEET OF 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 FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE
IN ACCORDANCE WITH 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.
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
PROPOSED TRANSFORMER
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
T
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17 MATCH LINE - SEE SHEET C 304MATCH LINE - SEE SHEET C 301
C 303
C 302
C 304
C 301
EEEEEEEEEEEEEEEEEEEE16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" WCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" SSFMFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO16"W
TTUDUDUDUDS SWWFFTWISTED ROOT DRIVE
SOUTH TIMBERLINE ROADBURLY TREE DRIVEPROPOSED WATER
SERVICE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATER MAIN
PROPOSED FIRE
HYDRANT
PROPOSED WATER
METER (TYP.)
26'
FL-FL
4.5' SIDEWALK4.5' SIDEWALK9' UTILITY EASEMENT15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALK4.5' SIDEWALK
EASEMENT
EXCLUSION
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED
STORM DRAIN
CONNECT TO EXISTING
8" PVC WATER MAIN
24'
FL-FL
26'
FL-FL
36'
FL-FL
26'
EMERGENCY
ACCESS
EASEMENT
4.5' SIDEWALK9' UTILITY EASEMENT
2' CONCRETE PAN
(HANSEN FARM)
EASEMENT
EXCLUSION
RAIN
GARDEN D
RAIN GARDEN
BIOMEDIA AREA
8" PVC
SANITARY SEWER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)DETENTION POND 336'
FL-FL
59' ROW
8" PVC WATER
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
POND OUTLET STRUCTURE
(HANSEN FARM)
PROPOSED
STORM DRAIN
15" STORM DRAIN
(HANSEN FARM)
PROPOSED RAIN GARDEN
OVERFLOW PIPE
8" PVC
SANITARY SEWER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
REMOVED EXISTING FES
CONNECT TO EXISTING
STORM DRAIN
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED
SANITARY
SERVICE (TYP.)BURLY TREE DRIVEEXISTING
16" WATER
PROPOSED
UNDERDRAIN
PROPOSED SANITARY
CLEAN-OUT
PROPOSED
CURB INLET
PROPOSED
AREA INLET
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 304
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
C 303UTILITY PLAN 10
KEYMAP
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER
DISTRICT STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO
THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT COLLINS STANDARDS,
EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN
FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR
ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 5.0 - 6.0 FEET OF 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 FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE
IN ACCORDANCE WITH 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.
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
PROPOSED TRANSFORMER
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
T
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17MATCH LINE - SEE SHEET C 301 MATCH LINE - SEE SHEET C 302C 303
C 302
C 304
C 301
EEE E E
EEEEEEEEE16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" WCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
8" W 8" W 8" W
8" SS 8" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W
8" SS 8" SS
8" W8" WFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOX
XXXXXXXXXXXXWTTS UD UD
UD
UD
FWSFZEPHYR ROADBURLY TREE DRIVEPROPOSED SANITARY
CLEAN-OUT
PROPOSED 8" PVC
WATER MAIN
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED WATER
METER (TYP.)
PROPOSED FIRE
HYDRANT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK 15' UTILITY & PUBLICTRAIL ACCESSEASEMENT15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALKCONNECT TO
EXISTING
SANITARY
MANHOLE
CONNECT TO EXISTING
8" PVC WATER MAIN
26'
EMERGENCY
ACCESS
EASEMENT
6' SIDEWALKEASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREA
FIRE HYDRANT
(HANSEN FARM)
FIRE HYDRANT
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
8" PVC WATER
(HANSEN FARM)
30" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
15" STORM DRAIN
(HANSEN FARM)
129' ROW
EXISTING
16" WATER
8" PVC WATER
(HANSEN FARM)
PROPOSED
CURB INLET
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
SIDEWALK CHASE PROPOSED 2'
SIDEWALK CHASE
RAIN
GARDEN E
PROPOSED
SANITARY
SERVICE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATER MAIN SOUTH TIMBERLINE ROAD9' UTILITY EASEMENT4.5' SIDEWALKPROPOSED
UNDERDRAIN
10" PVC
SANITARY SEWER
(HANSEN FARM)
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 302 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
C 304UTILITY PLAN 11
KEYMAP
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATER
DISTRICT STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO
THE WATER SERVICES, WHICH SHALL BE PER CITY OF FORT COLLINS STANDARDS,
EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN
FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR
ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE 5.0 - 6.0 FEET OF 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 FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE
IN ACCORDANCE WITH 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.
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
PROPOSED TRANSFORMER
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
T
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
MATCH LINE - SEE SHEET C 303
C 303
C 302
C 304
C 301
FMFMFMUDUDUDUD
UDXXX
XXXXXKNO
B
B
Y
P
I
N
E
D
R
I
V
E
ZEPHYR ROADBURLY TREE DRIVETWISTED ROOT DRIVE
SOUTH TIMBERLINE ROADFFE=62.62
FFE=61.43
FFE=62.57
FFE=62.00
FFE=62.67
FFE=62.41
FFE=64.19
FFE=62.98
24'
FL-FL
RAIN GARDEN A
BIOMEDIA AREA
4.5' SIDEWALK
DRAINAGE
EASEMENT
9' UTILITY EASEMENT4.5' SIDEWALK9' UTILITY EASEMENT4.5' SIDEWALK26'
EMERGENCY
ACCESS
EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
4.5' SIDEWALK 6' SIDEWALK4.5' SIDEWALK
EASEMENT
EXCLUSION
24'
FL-FL
59' ROW 36'
FL-FL
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN C
BIOMEDIA AREA
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT4.5' SIDEWALK6' SIDEWALK9' UTILITY EASEMENT
2' CONCRETE PAN
(HANSEN FARM)
EASEMENT
EXCLUSION
RAIN GARDEN D
BIOMEDIA AREA
RAIN GARDEN E
BIOMEDIA AREA
9' UTILITY EASEMENT
EXISTING
DETENTION POND 1
DETENTION POND 336'
FL-FL
59' ROW
POND OUTLET STRUCTURE
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
30" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
2' CONCRETE PAN
(HANSEN FARM)
36'
FL-FL 59' ROW
15" STORM DRAIN
(HANSEN FARM)
POND OUTLET STRUCTURE
(HANSEN FARM)
PROPOSED
STORM DRAIN
15" STORM DRAIN
(HANSEN FARM)
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED RAIN GARDEN
OVERFLOW PIPE
PROPOSED RAIN GARDEN
OVERFLOW PIPE
PROPOSED
RAIN GARDEN
OVERFLOW PIPEPROPOSED RAIN GARDEN
OVERFLOW PIPE
26'
EMERGENCY
ACCESS
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED
AREA DRAIN
REMOVED EXISTING FES
CONNECT TO EXISTING
STORM DRAIN
PROPOSED
STORM DRAINPROPOSED 2'
SIDEWALK CHASE
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
AREA DRAIN
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
CONCRETE PAN
5' CONCRETE TRAIL
(HANSEN FARM)
15' UTILITY &
PUBLIC TRAIL
ACCESS EASEMENT
15' UTILITY &
PUBLIC TRAIL
ACCESS EASEMENT
RAIN GARDEN B
BIOMEDIA AREA
EXISTING DETENTION
POND 2
POND OUTLET STRUCTURE
(HANSEN FARM)
FFE=65.19
FFE=66.19
EASEMENT
EXCLUSION
FFE=62.17
FFE=63.17
FFE=62.67
54'
FL-FL76' ROW
KEYMAP
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C 400OVERALL GRADING PLAN 12
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
C 403
C 402
C 404
C 401
UDUDUDUDFFE=61.43
FFE=62.57
FFE=62.62 24'
FL-FL
RAIN GARDEN
BIOMEDIA AREA
RAIN
GARDEN B
RAIN GARDEN
BIOMEDIA AREA
DRAINAGE
EASEMENT
9' UTILITY EASEMENT4.5' SIDEWALKEASEMENT
EXCLUSION
EASEMENT
EXCLUSION
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
EXISTING
DETENTION POND 1
36'
FL-FL
59' ROW
POND OUTLET STRUCTURE
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
2' CONCRETE PAN
(HANSEN FARM)
RAIN
GARDEN A
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED RAIN GARDEN
OVERFLOW PIPE
PROPOSED RAIN GARDEN
OVERFLOW PIPE
PROPOSED
STORM DRAIN
PROPOSED 4'
SIDEWALK
CULVERT
5' CONCRETE TRAIL
(HANSEN FARM)
5' CONCRETE TRAIL
(HANSEN FARM)
LANDSCAPE WALL
PROPOSED
STAIR
PROPOSED
STAIRS
26'
EMERGENCY
ACCESS
EASEMENT 1.5%0.7%
0.5%1.5%0.5%2.0%0.5%0.5%
0.5%1.2%2.0%
EASEMENT
EXCLUSION57.0760.766
0
.
7
6
6
0
.
7
6
57.6459.16
5
7
.
6
4
57.64
59.6460.7660.9360.9360.766
0
.
7
6
57.0761.9662.1261.9661.966
1
.
9
1
6
1
.
9
062.006
1
.
9
1
61.91PROPOSED
UNDERDRAIN
PROPOSED
UNDERDRAIN
3.0%2.0%0.5%1.4%2.0%BURLY TREE DRIVEKEYMAP
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
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
C 401GRADING PLAN 13
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
C 403
C 402
C 404
C 401
MATCH LINE - SEE SHEET C 403
MATCH LINE - SEE SHEET C 402
UDUDUDUDUDUD UDXXX
X X X X X XFFE=62.62 FFE=62.00
26'
FL-FL
20'
FL-FL
4.5' SIDEWALK 9' UTILITY EASEMENT4.5' SIDEWALK26'
FL-FL
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION RAIN
GARDEN C
RAIN GARDEN
BIOMEDIA AREA
DRAINAGE
EASEMENT
9' U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
26'
EMERGENCY
ACCESS
EASEMENT
4.5' SIDEWALK 9' UTILITY EASEMENT
36'FL-FL59' ROW15" STORM DRAIN
(HANSEN FARM)
PROPOSED RAIN GARDEN
OVERFLOW PIPE
26'
EMERGENCY
ACCESS
EASEMENT
PROPOSED
AREA DRAIN
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
AREA DRAIN
PROPOSED 4'
SIDEWALK
CULVERT
5' CONCRETE TRAIL
(HANSEN FARM)
LANDSCAPE WALL
EXTEND
STEM WALL
(RE: ARCH)
0.5%1.2%2.0%0.5%2.0%
2.0%0.5%0.5%2.0%2.0%0.5%
0.8%2.0%0.5%
0.5%
2.0%2.0%62.1261.966
4
.
1
262.6262.1962.005
8
.
5
0
60.696
1
.
2
1 61.9161.91PROPOSED
UNDERDRAIN
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
KNOBBY PINE DRIVE BURLY TREE DRIVEKEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C 402GRADING PLAN 14
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17 MATCH LINE - SEE SHEET C 403 MATCH LINE - SEE SHEET C 404MATCH LINE - SEE SHEET C 401
C 403
C 402
C 404
C 401
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
FMUDUDUDUDFFE=62.67
FFE=62.41
4.5' SIDEWALK4.5' SIDEWALK9' UTILITY EASEMENT15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALK4.5' SIDEWALK
EASEMENT
EXCLUSION
PROPOSED
STORM DRAIN
24'
FL-FL4.5' SIDEWALK9' UTILITY EASEMENT
2' CONCRETE PAN
(HANSEN FARM)
RAIN
GARDEN D
RAIN GARDEN
BIOMEDIA AREA DETENTION POND 336'
FL-FL
59' ROW
18" STORM DRAIN
(HANSEN FARM)
POND OUTLET STRUCTURE
(HANSEN FARM)
PROPOSED
STORM DRAIN
15" STORM DRAIN
(HANSEN FARM)
PROPOSED RAIN GARDEN
OVERFLOW PIPE
REMOVED EXISTING FES
CONNECT TO EXISTING
STORM DRAIN PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STAIRS
FFE=63.17
FFE=62.17
26'
EMERGENCY
ACCESS
EASEMENT 1.3%1.5%2.0%0.5%
2.0%
2.0%
2.0%3.0%0.5%0.7%1.5%1.5%1.5%61.5061.5061.6762.176
1
.
6
7
62.1762.676
2
.
5
062.6762.5062.0062.506
1
.
5
061.006
1
.
2
4
61.746
1
.
7
4 61.746
1
.
7
4
6
1
.
7
461.7458.205
4
.
2
9
5
5
.
4
356.0455.76(54.91)(53.84)(5
3
.
2
7
)53.090.5%(0.8%)(0.5%)(0.6%)6:1
6:1
5:1 4:14:1
5:1
(4:1)
(4:1)
(4:1)
(4:1)
6
2
.
0
062.00PROPOSED
UNDERDRAIN
PROPOSED 2'
SIDEWALK CHASE
TWISTED ROOT DRIVE
SOUTH TIMBERLINE ROADBURLY TREE DRIVEEASEMENT
EXCLUSION
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C 403GRADING PLAN 15
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
C 403
C 402
C 404
C 401
MATCH LINE - SEE SHEET C 404MATCH LINE - SEE SHEET C 401 MATCH LINE - SEE SHEET C 402 ( IN FEET )
1 inch = ft.
Feet02020
20
40 60
UD UD
UD
UD
X
XXXXXXXXXXXXFFE=62.98
26'
EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK 15' UTILITY & PUBLICTRAIL ACCESSEASEMENT15' UTILITY & PUBLICTRAIL ACCESSEASEMENT6' SIDEWALK26'
EMERGENCY
ACCESS
EASEMENT
6' SIDEWALKEASEMENT
EXCLUSION
RAIN GARDEN
BIOMEDIA AREA
30" STORM DRAIN
(HANSEN FARM)
18" STORM DRAIN
(HANSEN FARM)
15" STORM DRAIN
(HANSEN FARM)
PROPOSED
STORM DRAIN
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
RAIN
GARDEN E
LANDSCAPE WALL
EXTEND
STEM WALL
(RE: ARCH)
FFE=64.19
FFE=65.19
FFE=66.19
PROPOSED
STAIRS
PROPOSED
STAIRS
26'
EMERGENCY
ACCESS
EASEMENT
24'
EMERGENCY
ACCESS
EASEMENT2.0%2.0%
2.0%1.1%1.7%3.4%
2.6%1.2%1.8%1.0%57.6959.92
62.316
2
.
3
1
6
2
.
3
1
62.3162.3162.3162.4862.4862.3163.5263.5263.6964.696
3
.
6
9
6
4
.
6
9
65.6965.6965.526
7
.
6
965.5265.5264.5264.5263.5263.52PROPOSED
UNDERDRAIN
9' UTILITY EASEMENT
4.5' SIDEWALK
36'
FL-FL
59' ROW
ZEPHYR ROADBURLY TREE DRIVEEASEMENT
EXCLUSION2.1%1.5%
3.5
%SOUTH TIMBERLINE ROADKEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C 404GRADING PLAN 16
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
SheetTHE FLATS AT HANSEN FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 17
C 403
C 402
C 404
C 401
MATCH LINE - SEE SHEET C 402 MATCH LINE - SEE SHEET C 403
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
TTT
TTTTTUDUDUD
UDUDFM FM FMXXXXXXXX8.5%6.1%AO1BCDD1EC1O4O3O5O7O6O2CO2C1O1O4EDD1O7O6O5BAO3KNOBBY PINE DRIVEZEPHYR ROADBURLY TREE DRIVE
TWISTED ROOT DRIVESOUTH TIMBERLINE ROAD PROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINEXISTINGSTORM DRAINPROPOSEDSTORM DRAINRAINGARDEN ARAINGARDEN BRAINGARDEN CRAINGARDEN DRAINGARDEN EDETENTIONPOND 3EXISTINGDETENTION POND 2EXISTINGDETENTION POND 1EXISTING DETENTIONPOND 4EXISTINGSTORM DRAINEXISTINGSTORM DRAINEXISTINGSTORM DRAINSEXISTINGSTORM DRAINNORTH( IN FEET )1 inch = ft.Feet0505050100150CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRC 700DRAINAGE EXHIBIT
17SheetTHE FLATS AT HANSEN FARM These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 17PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED MARCH 16, 2022 FORADDITIONAL INFORMATION.ALEGEND:FOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONRational Flow Summary | Developed Basin Flow RatesBASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)A1.465.05.00.780.833.2412.05B0.895.05.00.780.841.977.42C1.259.89.10.500.561.415.64C10.085.25.00.510.570.110.45D1.277.77.10.330.391.034.35D11.115.05.00.870.922.7610.18E2.395.05.00.750.815.1119.28O10.335.05.00.770.830.732.73O20.035.05.00.720.781.786.74O30.165.05.00.710.760.331.25O40.876.66.10.410.470.923.80O50.035.05.00.300.360.030.11O60.155.55.20.220.280.090.41O70.359.39.10.110.140.090.40Combined BasinsEast Side6.1712.512.50.590.647.4628.28West Side4.2012.512.50.690.745.8421.88On-Site LID TreatmentProject SummaryTotal Impervious Area 234,661sfTarget Treatment Percentage88%Minimum Area to be Treated by LID measures 206,835sfRain Garden AreaRain Garden Area 6,253sfRun-on area for Rain Gardens 312,901sfTotal Rain Garden Treatment Area 319,154sfOverall Run-on Ratio for Rain Garden (50:1 Max)50:1Total Treatment Area206,835sfPercent Total Project Area Treated88.1%