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Home My WebLink AboutTHE FLATS AT HANSEN FARM - FDP230004 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)KETCHER ROADSOUTH TIMBERLINE ROADEAST TRILBY ROADZEPHYR ROADSheetTHE 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 of 36C 100COVER SHEET 1MARCH 2023CONTACT 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 PLANSANITARY SEWER SHEETS12C 400SANITARY LINES A & A1 PLAN & PROFILE13C 401SANITARY LINES B & C PLAN & PROFILESTORM DRAIN SHEETS14C 500STORM DRAIN 2 PLAN & PROFILE15C 501STORM DRAIN 3 PLAN & PROFILE16C 502STORM DRAINS 4 & 4-2 PLAN & PROFILE17C 503RAIN GARDENS A & B UNDERDRAIN PLAN & PROFILE18C 504RAIN GARDENS C & D UNDERDRAIN PLAN & PROFILE19C 505RAIN GARDEN E UNDERDRAIN PLAN & PROFILEGRADING SHEETS20C 600 OVERALL GRADING PLAN21-24C 601-C 604 GRADING PLANDETAIL SHEETS25C 700WATER DETAILS26C 701SANITARY SEWER DETAILS27-30C 702-C 705DRAINAGE DETAILS31-32C 706-C 707SITE DETAILSEROSION CONTROL SHEETS33C 800EROSION CONTROL PLAN34C 801EROSION CONTROL DETAILS35C 802EROSION CONTROL NOTESDRAINAGE SHEETS36C 803 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.CallRAPPROVED: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-------Cody Snowdon(970) 416-2306CABLE-------------Comcast---------------------------------------Marcus Petty(720) 275-0572TELECOM--------CenturyLink Local Network---------------William Johnson(970) 377-6401WATER------------Fort Collins-Loveland Water District----Sam Lowe(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 NUMBER4/11/2023This does not match the title on this sheet. / / / / / / / // / / / / / / // / / / / / / /ELECELECUDUDUDUDUDUDFDC FDC BB BBBBBBB BBBB B BBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXXXXFFE=62.5526'EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT9' UTILITY EASEMENT4.5' SIDEWALK15' UTILITY EASEMENT 15' UTILITY EASEMENT 6' SIDEWALK 26'EMERGENCYACCESSEASEMENT6' SIDEWALK EASEMENTEXCLUSIONRAIN GARDENBIOMEDIA AREA30" STORM DRAIN(HANSEN FARM)EXISTING 18"STORM DRAINEXISTING 15"STORM DRAINPROPOSEDSTORM DRAINPROPOSED 4'SIDEWALKCULVERTPROPOSED 2'SIDEWALK CHASERAINGARDEN EFFE=65.67FFE=66.6726'EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT2.0%3.0%3.0%0.6%1.8%1.8%2.5%2.0%2.1%61.8861.8861.8865.0065.0065.5066.0066.0065.059' UTILITY EASEMENT4.5' SIDEWALK36'FL-FL59' ROWZEPHYR ROADBURLY TREE DRIVE EASEMENTEXCLUSION1 . 5% SOUTH TIMBERLINE ROAD 61.8861.880.5% 1.1%PROPOSED2' CONCRETEPAN3.3%PROPOSED 2'SIDEWALK CHASE2.0%4' CONCRETEPAN4' CONCRETEPAN4' CONCRETEPAN4' CONCRETEPAN4' CONCRETEPAN4' CONCRETEPAN58.00TRACT AOPEN SPACEDU&PAEBLOCK 2LOT 1DU&AE12" STEPPROPOSED 2'CONCRETE PAN65.0566.0061.5562.05PROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASE2.0%2.0%1.8%1.8%1.9%3.5%3.0%3.2%2.0%1.9%2.4%3.5%2.0%2.6%1.3%0.5% 2.0 % 2.0%1.5%0.6%3.5%2.0%60.5760.4360.2660.1359.9859.8759.8259.8059.7359.50 59.8259.8860.0560.1560.4363.7364.5362.5362.2762.0461.9461.9062.0462.3061.4661.7261.4561.1161.1661.0860.7760.7860.8661.1760. 5 6 60.4860.8660.9161.3062.0761.5461.4661.5061.6362.1562.9162.4262.3062.4362.7662.8162.8663.0963.766 3 . 5 263.4063.4664.1864.1664.1764.2463.9663.8163.8064.2063.7863.7763.92 62.4663.1063.1163.2662.9262.7562.6562.5562.3762.6161.2260.9660.7960.6160.4160.4560.4860.6861.9861.7761.6461.66 63.4863.2463. 1 0 62.4762.4765.2265.2261.8561.6861.7159.2962.5962.5961.8761.9161.8463.25RG E UNDERDRAINSEE SHEET 19BUILDING 8BUILDING 712" DEEPCONCRETEFOREBAY8" DEEPCONCRETEFOREBAYSTAIRSTAIRSPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASE60.4660.3759.9560.3660.9460.8760.3860.4761.0061.1361.0360.9061.0560.5960.5060.9260.8561.4061.5060.5160.44(60.46)(60.48)(59.73)58.00(60.02)(61.35)(61.45)(61.91)(62.86)(62.98)(65.62)(65.74)(61 . 2 8 ) (60 .89 )(61.61)(61.54)(61.92)(61.86)(60.85)(60.82)(60.29)(60 .24 )(59.78)58.0058.0058.00 59.8758.1059.115 9 . 7 660.1960.1659.79 60.2659.9060.1959.3958.0058.9858.0059.9760.2360.9060.8161.4261.5260.9260.8261.3761.3661.8261.80 61.7861.6761.0561.6461.2261.5562.0462.1261.6161.6561.8262.1961.9962.6063.2563.2563.3262.9661.8060.3863.8662.5561.5862.2462.1362.6161.4861.0861.4561.0560.6660.3861.8861.7661.2660.07 60. 0 361.1061.14 61.8861.4261.2861.8861.2661.2761.0661.8861.7661.8361.7661.5361. 7 761.6962.5462.0461.83(62.03)(6 1 . 9 3 )61.7262.7864.4564.0765.40 65.4065.2264.1464.34 64.3464.52 64.3365.1464.9764.46 64.5465.0464.6864.63 64.34 64.0063.8864.4162.4462.5262.4463. 2 0 63.1163.3363. 4 963.6163.4963.1663.0662.9663.1262.8363.0162.3462.4262.7062.9863.3164.81 65.12 65.1065.0664.4363.9063.7466.0065.00 65.1565.0364.5064.4464.5062.9263. 3 263.8562.3859.88 60.39(60.48)59.9359.9659.67 59.5459.5559.6859.4660.5860.1960.2560.2160.16(60.61)(60.70)62.2362.5562.5562.5562.3861.3861.2461.166 1 . 1 4 61.8860.2161.9861.9462.2562.2962.7062.806 3 . 2 2 63.42 63.1363.551.9%64.902.0%2.0%65.50(60.23)(63.68)61.6661.8861.8860.4660.5060.3460.2360.115 9 . 9 560.1660.47EXISTING INLETEXISTINGINLET59.0060.0659.982.0%63.0363.1362.8362.9662.5662.2462.4062.5665.0065.0064.0064.4164.3464.0764.6464.5765.0065.1465.0565.1065.6966.1765.58(62.63)(60 .85 )61.9062.0261.9361.9362.0161.9362.0561.9362.0261.9361.9362.0261.9062.0561.8961.4060.4960.7160.5260.4960.3760.4060.94 0.5%0.5%0.5%0.5%0.5%62.7163.9463. 5 7 6" CURBSheetTHE 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 of 36KEYMAPNORTHCALL 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 604GRADING PLAN 24PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN 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 FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAK23222421MATCH LINE - SEE SHEET 22 MATCH LINE - SEE SHEET 23 ( IN FEET )1 inch = ft.Feet02020204060Text Over Text4/11/2023