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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 5 - UTILITY PLANS (2)INTERSTATE 25EAST PROSPECT ROADEAST MULBERRY STREETS CO RD 5 SheetRUDOLPH 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 130CS1COVER TEET1 JANUARY 2023CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHPROJECT BENCHMARKS:RUDOLPH FARMPROJECT TEAM:Norris DesignBill Mahar1101 E Bannock StreetDenver, Colorado 80204(303) 892-1166Pacific NorthBryan Byler900 Castleton Road, Suite 118Castle Rock, CO 80109(303) 995-5291Northern Engineering Services, Inc.Andy Reese301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970) 221-4158PLANNERDEVLOPER/APPLICANTSITE ENGINEERGEOTECHNICAL ENGINEEREarth Engineering Company, Inc.David Richer, PE4396 Greenfield DriveWindsor, Colorado 80550(970) 545-3908SHEET INDEXA TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION I5, TOWNSHIP 7 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 SURVEYORFINAL UTILITY PLANS FOREarth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005SUBSURFACE EXPLORATION BY:UTILITY CONTACT LIST: *PHONE NUMBERENGINEERNGIEHTRONRNENGINEERNGIEHTRONRN1CS1COVER SHEET2CS2GENERAL & CONSTRUCTION NOTES3CS3 EROSION CONTROL & ELCO NOTES4CS4BOXELDER & CITY OF GREELEY NOTES5CS5TYPICAL STREET SECTIONS6 - 14EX1 - EX9EXISTING CONDITIONS & DEMOLITION PLANUTILITY SHEETS15OU1 OVERALL UTILITY PLAN16 - 24U1 - U9UTILITY PLAN25 - 28WT1 - WT4WATERLINE A PLAN & PROFILE29 - 31WT5 - WT7WATERLINE A1 (W) PLAN & PROFILE32WT8WATERLINE A1(E) PLAN & PROFILE33 - 34W9 - WT10WATERLINE A2 & A2 (E) PLAN & PROFILE35 - 36WT11 - WT12WATERLINE B & B1 PLAN & PROFILE37WT13WATERLINE C PLAN & PROFILE38 - 40SS1 - SS3SANITARY LINE A PLAN & PROFILE41 - 43SS4 - SS6SANITARY LINE A2 (W) PLAN & PROFILE44 SS7 SANITARY LINE A2 (E) PLAN & PROFILE45 SS8 SANITARY LINE A7 PLAN & PROFILE46 ST1 STORM DRAIN A PLAN & PROFILE47 ST2 STORM DRAIN B PLAN & PROFILE48 ST3 STORM DRAIN C & C2 PLAN & PROFILE49 ST4 STORM DRAIN D & E PLAN & PROFILE50 ST5 STORM DRAIN F & G PLAN & PROFILE51 ST6 POND OUTLET 1 & 2 PLAN & PROFILE52 ST7 POND 3 CULVERTS & BOX CULVERT H PLAN & PROFILE53 ST8 STORM DRAIN I PLAN & PROFILECANAL CULVERT SHEETS54 TRIC1 TRIC CULVERT A & B PLAN & PROFILE55 - 56LC1 - LC2LAKE CANAL CULVERT A PLAN & PROFILE57 LC3 LAKE CANAL CULVERT B & C PLAN & PROFILEPROJECTLOCATIONPROJECT DATUM: NAVD88City of Fort Collins Benchmark NO. 27-01Northeast corner of C.R. 5 and E. Prospect Road, on the end block of a 15" diametersteel pipe.ELEV.=4918.13City of Fort Collins Benchmark NO. 47-01South side of Prospect Road where it intersects I-25, on the west end of the parapetwall to the bridge (B 16 AM) over I-25, on a Dept of Highways brass cap.ELEV.=4934.13Please Note: This plan set is using NAVD88 for a vertical datum. Surroundingdevelopments have used NGVD29 unadjusted datum (prior to City of Fort Collinsdatum) for their vertical datums.If NGVD29 unadjusted datum (prior to City of Fort Collins datum) is required for anypurpose, the following equation should be used:NGVD29 unadjusted datum (prior to City of Fort Collins datum) = NAVD88 - 3.18'Basis of BearingsThe Basis of Bearings is the North line of the Southwest Quarter of Section15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumentedas shown on Plat.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022These plans have been reviewed by the City of Fort Collins for concept only. The reviewdoes not imply responsibility by the reviewing department, the City of Fort Collins Engineer,or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore,the review does not imply that quantities of items on the plans are the final quantitiesrequired. 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 berequired during the construction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:UTILITY COMPANY* 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.GAS---------------------- Xcel Energy------------------------------ Cory Thelen (970) 225-7843ELECTRIC-------------- City of Fort Collins Light & Power-- Cody Snowdon (970) 416-2306CABLE------------------- Comcast---------------------------------- Don Kapperman(970) 567-0425TELECOM.------------- Lumen/CenturyLink----------------------Shelly Bergstrom(720) 501-5803WATER------------------ ELCO------------------------------------- Randy Siddens (970) 493-2044WASTEWATER------- Boxelder Sanitation-------------------- Brian Zick (970) 498-0604STORMWATER------- City of Fort Collins Utilities----------- Heidi Hansen (970) 221-6854GREELEY WATER--- City of Greeley Water----------------- Monique Perez (970) 217-9455APPRO V ED:City Engineer:Approved SheetsDateWater & Wastewater UtilityApproved SheetsDateStormwater UtilityApproved SheetsDatePark Planning and DevelopmentApproved SheetsDateTraffic OperationsApproved SheetsDateEnvironmental PlannerApproved SheetsDateCity of Fort Collins, ColoradoUTILITY PLAN APPROVAL APPRO V ED: APPRO V ED: APPRO V ED: APPRO V ED: APPRO V ED:UTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTCITY OF GREELEY, COLORADOGRADING SHEETS58OG1OVERALL GRADING PLAN59 - 67G1 - G9GRADING PLANRAIN GARDEN SHEETS68 - 71RG1 - RG4RAIN GARDEN PLAN & DETAILSSTREET SHEETS72 - 73R1 - R2PROSPECT ROAD PLAN & PROFILE74 - 77R3 - R6CARRIAGE PARKWAY PLAN & PROFILE78 - 80R7 - R9STREET A (PRIVATE) PLAN & PROFILE81 - 82R10 - R11VIXEN DRIVE PLAN & PROFILE83 SG1PROSPECT ROAD STRIPING PLAN84 SG2PROSPECT ROAD ULTIMATE STRIPING PLAN85 - 86SG3 - SG4CARRIAGE PARKWAY STRIPING PLAN87SG5 SIGNAGE PLAN88 - 94XS1 - XS7CARRIAGE PARKWAY CROSS SECTIONS95 - 99XS8 - XS12PROSPECT ROAD CROSS SECTIONS100 - 101INT1 - INT2INTERSECTION DETAILSDETAIL SHEETS102 - 103D1 - D2WATER DETAILS104 D3 SANITARY DETAILS105 - 107D4 - D6DRAINAGE DETAILS108 - 109D7 - D8SITE DETAILSDRAINAGE SHEETS110 - 118EC1 - EC9EROSION CONTROL PLAN119 - 120EC10 - EC11EROSION CONTROL DETAILS121DR1 DRAINAGE EXHIBITREFERENCE (BY OTHERS)TS1 - TS5TRAFFIC SIGNAL PLANSS1 - S STRUCTURAL BOX CULVERT PLANSCALL 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.CallRAddational Subsurface Exploration:Earth Engineering Consultants, LLCSupplemental PreliminarySubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022TRAFFIC ENGINEERRollins Consult LLCRuth Rollins, PEPO Box 1164Fort Collins, Colorado 80522(970) 213-2393LAKE CANALTIMNATH RESERVOIR INLET CANAL (TRIC) POUDRE SCHOOL DISTRICT121HAdditional?Please add this certification statement:I hereby affirm that these final construction plans were prepared under my directsupervision, in accordance with all applicable City of Fort Collins and State of Coloradostandards and statutes, respectively; and that I am fully responsible for the accuracy ofall design, revisions, and record conditions that I have noted on these plans.There are 128 pages in this plan set, based on the PDF page count as well as the Sheet Index.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:02/06/2023 whenever it is necessaryexitingstagingconstructionCity of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:02/06/202312.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 12.0'TRAVEL LANE 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'TRAVEL LANE 12.0'TURN LANE 12.0'TURN LANE 51.0' CL-FL39.0' CL-FL90.0' FL-FL117.0' ROW12.0'STRIPED MEDIAN LANECARRIAGE PARKWAYSTATION 10+67.98 TO 13+19.2012.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'27.0' CL-FL39.0' CL-FL66.0' FL-FL12.0'TURN LANE TRAVEL LANE 12.0'TURN LANE 93.0' ROW10.0'5.0'12.0'TURN LANE 12.0'TRAVEL LANE 3.0'BUFFER 12.0'PKWY S/W 5.0'S/W 10.0'PKWY 6.0'BIKE LANE 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 3.0'BUFFER 6.0'BIKE LANE 10.0'5.0'11.0'TRAVEL LANE 11.0'PKWY S/W 5.0'S/W 10.0'PKWY 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 5.0'BIKE LANE 3.0'5.0'3.0'BIKE LANE BUFFER BUFFER 8.0'PARKING 8.0'PARKING CARRIAGE PARKWAYSTATION 14+42.75 TO 15+00.51CARRIAGE PARKWAYSTATION 15+83.49 TO 18+03.49CARRIAGE PARKWAYSTATION 18+93.49 TO 41+09.8222.0' CL-FL22.0' CL-FL44.0' FL-FL71.0' ROW12.0'TRAVEL LANE 12.0'TRAVEL LANE 10.0'8.5'5.0'PKWY SW 8.5'PKWY 5.0'SW 10.0'PARKING PARKING VIXEN DRIVELOCAL COMMERCIALTRAVEL LANE PKWY S/W S/W PKWY 25.0' CL-FL25.0' CL-FL50.0' FL-FL77.0' ROWTRAVEL LANE BIKE LANE BUFFER BUFFER 10.0'5.0'8.5'5.0'3.0'7.0'PARKING PARKING BIKE LANE 10.0'5.0'8.5'5.0'3.0'7.0'STREET A (PRIVATE)LOCAL INDUSTRIAL STATION 13+62.71 TO 34+75.6212.0'BUFFER 4.0'TRAVEL LANE 14.0'TURN LANE 12.0'78.0' FL-EOA59.5' FL-CL18.5' CL-EOAWIDTH VARIES ROW-CL12.0'TRAVEL LANE 12.0'7.0'TURN LANE 5.0'BUFFER 3.0'SHOULDERBIKE LANETRAVEL LANE 10.0'10.0'PKWYS/WPROSPECT ROADSTATION 13+05.20 TO 18+01.92PROSPECT ROADSTATION 20+49.81 TO 23+92.7312.0'BUFFER 7.0'TRAVEL LANE 5.0'52.0' EOA-FL41.5' FL-CL57.5' ROW-CL16.0'12.0'3.0'SHOULDERTRAVEL LANEBIKE LANE 10.0'6.0'PKWYS/WBUFFERPROSPECT ROADSTATION 25+92.82 TO 27+12.1212.3'TRAVEL LANE 14.0'TURN LANE 15.7'78.0' FL-EOA59.5' CL-FL18.5' EOA-CL75.5' ROW-CL12.0'TRAVEL LANE 12.0'7.0'5.0'3.0'SHOULDERBIKE LANETURN LANE 10.0'6.0'PKWYS/WBUFFERBUFFER 2.0'ACCESS ESM'T 30.0' CL - ROWROW WIDTH VARIESWIDTH VARIESOPEN SPACE 8.5'11.5' EOA-ROW105.52' ROW8.5'11.5' EOA-ROW87.51' ROW8.5'30.0' CL-ROW16.0' ROW-FL22.0' CL-ROW2.0'ACCESS ESM'T 16.0' ROW-FL10.5' CL-EOA11.5' EOA-ROWWIDTH VARIESTURN LANE PKWY S/W S/W PKWY 31.0' CL-FL31.0' CL-FL62.0' FL-FL89.0' ROWBIKE LANE TRAVEL LANE 12.0'5.0'8.5'7.0'12.0'BIKE LANE 12.0'5.0'8.5'7.0'12.0'STREET A (PRIVATE)LOCAL INDUSTRIAL STATION 10+00 TO 13+62.71TURN LANE TRAVEL LANE SheetRUDOLPH 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 130CS5TYPICAL STREET SECTIONS5CALL 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.CallR 12.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 12.0'TRAVEL LANE 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'TRAVEL LANE 12.0'TURN LANE 12.0'TURN LANE 51.0' CL-FL39.0' CL-FL90.0' FL-FL117.0' ROW12.0'STRIPED MEDIAN LANECARRIAGE PARKWAYSTATION 10+67.98 TO 13+19.2012.0'TRAVEL LANE 9.0'BIKE LANE 8.5'5.0'PKWY S/W 5.0'S/W 8.5'PKWY 9.0'BIKE LANE 12.0'27.0' CL-FL39.0' CL-FL66.0' FL-FL12.0'TURN LANE TRAVEL LANE 12.0'TURN LANE 93.0' ROW10.0'5.0'12.0'TURN LANE 12.0'TRAVEL LANE 3.0'BUFFER 12.0'PKWY S/W 5.0'S/W 10.0'PKWY 6.0'BIKE LANE 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 3.0'BUFFER 6.0'BIKE LANE 10.0'5.0'11.0'TRAVEL LANE 11.0'PKWY S/W 5.0'S/W 10.0'PKWY 27.0' CL-FL27.0' CL-FL54.0' FL-FL84.0' ROWTRAVEL LANE 5.0'BIKE LANE 3.0'5.0'3.0'BIKE LANE BUFFER BUFFER 8.0'PARKING 8.0'PARKING CARRIAGE PARKWAYSTATION 14+42.75 TO 15+00.51CARRIAGE PARKWAYSTATION 15+83.49 TO 18+03.49CARRIAGE PARKWAYSTATION 18+93.49 TO 41+09.8222.0' CL-FL22.0' CL-FL44.0' FL-FL71.0' ROW12.0'TRAVEL LANE 12.0'TRAVEL LANE 10.0'8.5'5.0'PKWY SW 8.5'PKWY 5.0'SW 10.0'PARKING PARKING VIXEN DRIVELOCAL COMMERCIALTRAVEL LANE PKWY S/W S/W PKWY 25.0' CL-FL25.0' CL-FL50.0' FL-FL77.0' ROWTRAVEL LANE BIKE LANE BUFFER BUFFER 10.0'5.0'8.5'5.0'3.0'7.0'PARKING PARKING BIKE LANE 10.0'5.0'8.5'5.0'3.0'7.0'STREET A (PRIVATE)LOCAL INDUSTRIAL STATION 13+62.71 TO 34+75.6212.0'BUFFER 4.0'TRAVEL LANE 14.0'TURN LANE 12.0'78.0' FL-EOA59.5' FL-CL18.5' CL-EOAWIDTH VARIES ROW-CL12.0'TRAVEL LANE 12.0'7.0'TURN LANE 5.0'BUFFER 3.0'SHOULDERBIKE LANETRAVEL LANE 10.0'10.0'PKWYS/WPROSPECT ROADSTATION 13+05.20 TO 18+01.92PROSPECT ROADSTATION 20+49.81 TO 23+92.7312.0'BUFFER 7.0'TRAVEL LANE 5.0'52.0' EOA-FL41.5' FL-CL57.5' ROW-CL16.0'12.0'3.0'SHOULDERTRAVEL LANEBIKE LANE 10.0'6.0'PKWYS/WBUFFERPROSPECT ROADSTATION 25+92.82 TO 27+12.1212.3'TRAVEL LANE 14.0'TURN LANE 15.7'78.0' FL-EOA59.5' CL-FL18.5' EOA-CL75.5' ROW-CL12.0'TRAVEL LANE 12.0'7.0'5.0'3.0'SHOULDERBIKE LANETURN LANE 10.0'6.0'PKWYS/WBUFFERBUFFER 2.0'ACCESS ESM'T 30.0' CL - ROWROW WIDTH VARIESWIDTH VARIESOPEN SPACE 8.5'11.5' EOA-ROW105.52' ROW8.5'11.5' EOA-ROW87.51' ROW8.5'30.0' CL-ROW16.0' ROW-FL22.0' CL-ROW2.0'ACCESS ESM'T 16.0' ROW-FL10.5' CL-EOA11.5' EOA-ROWWIDTH VARIESTURN LANE PKWY S/W S/W PKWY 31.0' CL-FL31.0' CL-FL62.0' FL-FL89.0' ROWBIKE LANE TRAVEL LANE 12.0'5.0'8.5'7.0'12.0'BIKE LANE 12.0'5.0'8.5'7.0'12.0'STREET A (PRIVATE)LOCAL INDUSTRIAL STATION 10+00 TO 13+62.71TURN LANE TRAVEL LANE SheetRUDOLPH 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 130CS5TYPICAL STREET SECTIONS5CALL 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.CallRELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSE E E E E E E E EFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 100-YEARBOXELDERFLOODPLAINREMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHCONCRETEFOUNDATIONEXISTING ELECTRIC BOXEXISTING FIBER-OPTICVAULTEXISTING ELECTRIC TO REMAINNATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(AQUATIC RESOURCE)100-YEARBOXELDERFLOODPLAINEROSIONBUFFERZONEBOXELDERFLOODWAY325 LF 21" RPM @ 0.38%SS EX-SANITARY MHRIM=4915.18INV IN=4906.23INV OUT=4906.17EX-SANITARY MHRIM=4915.32INV=4907.43EXISTING WELLEX-SANITARY MHREMOVE EXISTING 18" RCPINV IN = 4920.01INV OUT = 4919.625' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531EXISTINGELECTRICAL LINEEXISTINGCTV LINEEXISTINGFIBER OPTIC LINE400 LF 10" PVCEX1DEMOLITION PLAN EXISTING CONDITIONS &6NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 MATCH LINE - SEE SHEET EX2MATCH LINE - SEE SHEET EX4EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallR ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSE E E E E E E E EFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 CDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINS100-YEARBOXELDERFLOODPLAINREMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHCONCRETEFOUNDATIONEXISTING ELECTRIC BOXEXISTING FIBER-OPTICVAULTEXISTING ELECTRIC TO REMAINNATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(AQUATIC RESOURCE)100-YEARBOXELDERFLOODPLAINEROSIONBUFFERZONEBOXELDERFLOODWAY325 LF 21" RPM @ 0.38%SS EX-SANITARY MHRIM=4915.18INV IN=4906.23INV OUT=4906.17EX-SANITARY MHRIM=4915.32INV=4907.43EXISTING WELLEX-SANITARY MHREMOVE EXISTING 18" RCPINV IN = 4920.01INV OUT = 4919.625' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531EXISTINGELECTRICAL LINEEXISTINGCTV LINEEXISTINGFIBER OPTIC LINE400 LF 10" PVCEX1DEMOLITION PLAN EXISTING CONDITIONS &6NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 MATCH LINE - SEE SHEET EX2MATCH LINE - SEE SHEET EX4EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRW WHYDH2OSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WXX X/ / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSREMOVE EXISTING 18" RCPINV IN = 4922.33INV OUT = 4922.27REMOVE EXISTING 8" PVCINV = 4924.96EX-SANITARY MHRIM=4924.97INV IN = 4909.17 (N)INV IN = 4909.17 (E)INV OUT = 4909.07 (W)EXISTING 8" WATERLINEMILL & OVERLAY APPROXIMATELY68 SQ. FT. OF EXISTING ROADWAYEXISTING 10" PVC SANITARY LINEEXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGBARRICADESRELOCATE EXISTINGFIRE HYDRANTEXISTING SANITARYLINEREMOVE EXISTING APPROXIMATELY72 SQ. FT. OF RIPRAPREMOVE & RECONSTRUCTEXISTING CONCRETE DITCH100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINREMOVE & REPLACE12 SQ. FT. OFEXISTING SIDEWALKREMOVE & REPLACE12 SQ. FT. OFEXISTING SIDEWALK400 LF 10" PVC141 LF 10" PVC @ 0.41%800 LF 10" PVC41.0 LF 15"RCP @ 0.85%EX-STORM MHRIM=4919.34INV IN = 4913.26 (NW)INV OUT = 4913.26 (S)138.2 LF 15" RCP @ 0.41%REMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHREMOVE EXISTING APPROXIMATELY72 SQ. FT. OF RIPRAPEX2DEMOLITION PLAN EXISTING CONDITIONS &7NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX3 MATCH LINE - SEE SHEET EX1 MATCH LINE - SEE SHEET EX5 W WHYDH2OSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WXX X/ / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSREMOVE EXISTING 18" RCPINV IN = 4922.33INV OUT = 4922.27REMOVE EXISTING 8" PVCINV = 4924.96EX-SANITARY MHRIM=4924.97INV IN = 4909.17 (N)INV IN = 4909.17 (E)INV OUT = 4909.07 (W)EXISTING 8" WATERLINEMILL & OVERLAY APPROXIMATELY68 SQ. FT. OF EXISTING ROADWAYEXISTING 10" PVC SANITARY LINEEXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGBARRICADESRELOCATE EXISTINGFIRE HYDRANTEXISTING SANITARYLINEREMOVE EXISTING APPROXIMATELY72 SQ. FT. OF RIPRAPREMOVE & RECONSTRUCTEXISTING CONCRETE DITCH100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINREMOVE & REPLACE12 SQ. FT. OFEXISTING SIDEWALKREMOVE & REPLACE12 SQ. FT. OFEXISTING SIDEWALK400 LF 10" PVC141 LF 10" PVC @ 0.41%800 LF 10" PVC41.0 LF 15"RCP @ 0.85%EX-STORM MHRIM=4919.34INV IN = 4913.26 (NW)INV OUT = 4913.26 (S)138.2 LF 15" RCP @ 0.41%REMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHREMOVE EXISTING APPROXIMATELY72 SQ. FT. OF RIPRAPEX2DEMOLITION PLAN EXISTING CONDITIONS &7NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX3 MATCH LINE - SEE SHEET EX1 MATCH LINE - SEE SHEET EX5WVWVWWELECBRKRHYDHYDWFOutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS FOFOFOW W W W W W W W W W W W W G G/ / / / / / / // / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSEXISTING STORM MHRIM = 4925.51INV IN = 4919.31 (N)INV IN = 4919.31 (W)INV OUT = 4919.21 (W)REMOVE EXISTING 18" RCPINV IN = 4922.38INV OUT = 4922.35EXISTING SANITARY LINEEXISTING STORM LINEEXISTING 12" WATERLINEEXISTING FIBER-OPTIC LINEEXISTING GAS LINEEXISTING GAS LINECENTER 14 CORNERSECTION 15-T7N-R68WFOUND 212" ALUMINUMCAP PLS 7839EXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGBARRICADESEXISTING 12' ELCOWATERLINEEXISTING FIREHYDRANT TO REMAINEXISTING 18" CMPREMOVE APPROXIMATELY72 SQ. FT OF EXISTING RIPRAPEXISTING 1.5' METAL LID(WELLHEAD)REMOVE APPROXIMATELY72 SQ. FT. OF EXISTING RIPRAPRELOCATE EXISTINGFIRE HYDRANT367 LF 10" PVCEXISTINGSANITARY LINEEXISTING SANITARY MHEX-SANITARY MHRIM=4926.04INV IN = 4912.08 (N)INV IN = 4912.04 (E)INV OUT = 4911.94 (W)REMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHREMOVE & REPLACE APPROXIMATELY120 SQ. FT OF EXISTING SIDEWALKREMOVE & REPLACE APPROXIMATELY120 SQ. FT OF EXISTING SIDEWALK433.48 LF 10" PVC141 LF 10" PVC @ 0.41% 150.92 LF 12" PVC @ 0.41%MILL & OVERLAY APPROXIMATELY1130 SQ. FT. OF EXISTING ROADWAYRELOCATE EXISTINGFIBER-OPTIC PEDESTALEX3DEMOLITION PLAN EXISTING CONDITIONS &8NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX2 WVWVWWELECBRKRHYDHYDWFOutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS FOFOFOW W W W W W W W W W W W W G G/ / / / / / / // / / / / / / // / / / / / / /FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSEXISTING STORM MHRIM = 4925.51INV IN = 4919.31 (N)INV IN = 4919.31 (W)INV OUT = 4919.21 (W)REMOVE EXISTING 18" RCPINV IN = 4922.38INV OUT = 4922.35EXISTING SANITARY LINEEXISTING STORM LINEEXISTING 12" WATERLINEEXISTING FIBER-OPTIC LINEEXISTING GAS LINEEXISTING GAS LINECENTER 14 CORNERSECTION 15-T7N-R68WFOUND 212" ALUMINUMCAP PLS 7839EXISTING 2-18" RCP STORMCULVERT TO REMAINREMOVE EXISTINGBARRICADESEXISTING 12' ELCOWATERLINEEXISTING FIREHYDRANT TO REMAINEXISTING 18" CMPREMOVE APPROXIMATELY72 SQ. FT OF EXISTING RIPRAPEXISTING 1.5' METAL LID(WELLHEAD)REMOVE APPROXIMATELY72 SQ. FT. OF EXISTING RIPRAPRELOCATE EXISTINGFIRE HYDRANT367 LF 10" PVCEXISTINGSANITARY LINEEXISTING SANITARY MHEX-SANITARY MHRIM=4926.04INV IN = 4912.08 (N)INV IN = 4912.04 (E)INV OUT = 4911.94 (W)REMOVE APPROXIMATELY 2888 LFOF EXISTING CONCRETE DITCHREMOVE & REPLACE APPROXIMATELY120 SQ. FT OF EXISTING SIDEWALKREMOVE & REPLACE APPROXIMATELY120 SQ. FT OF EXISTING SIDEWALK433.48 LF 10" PVC141 LF 10" PVC @ 0.41% 150.92 LF 12" PVC @ 0.41%MILL & OVERLAY APPROXIMATELY1130 SQ. FT. OF EXISTING ROADWAYRELOCATE EXISTINGFIBER-OPTIC PEDESTALEX3DEMOLITION PLAN EXISTING CONDITIONS &8NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX6MATCH LINE - SEE SHEET EX2 DDTRAFFICVAULTTRAFFICVAULTEEEEEEEEEEEEETVAULTF.O.CCVAULTF.O.TCELECELECELECFESFESFESFOFOFOFOFOCTVCTVCTVCTVCTVEEEEEEEE E FOFOFOFOFOFOFOFO FO CTVCTVCTVCTVCTVCTVCTVCTV CTVEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO WWWWWWWWWWWW W W W W W W W W WWWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROADINTERSTATE 25 EXISTING ELECTRICBOX (REMOVED BY OTHERS)EXISTING FIBER-OPTICVAULT (REMOVED BY OTHERS)EXISTING ELECTRICAL LINE(TO BE RELOCATED BY OTHERS)REMOVE AND RELOCATEEXISTING SIGNEXISTING 24" RCP STORMTO BE EXTENDEDEXISTING 36" RCP STORMTO BE EXTENDEDEXISTING 24" FESINV=4904.90EXISTING CITY OFFORT COLLINS ELECTRICEXISTING CITY OFFORT COLLINS LIGHT& POWER EQUIPMENTEXISTING EOAEXISTING EOAEXISTINGSTRIPINGEXISTING 12" ELCOWATER LINECONNECT TO EXISTING 12" PVC ELCO WATER LINE.EXISTING 6" WATERLINE TO BE PLUGGED &ABANDONED PER CDOT REQUIREMENTSEXISTING SIGNPROTECT IN PLACEREMOVE EXISTING36" RCP FESINV=4904.05EXISTING FIBER-OPTIC LINE(TO BE RELOCATED BY OTHERS)EXISTING CTV LINE(TO BE RELOCATED BY OTHERS)5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548TO BE VACATED BY SEPARATE DOCUMENTAFTER UTILITIES ARE RELOCATED30' UTILITY EASEMENTREC. NO. 20190065531REMOVE EXISTING20" RCP FESINV=4904.90EXISTING INLETINV=4910.19EXISTING INLETRIM = 4916.57INV OUT =4907.76 (S)239.00 LF 36" RCP @ 0.4%EXISTING 36" RCPINV=4903.02EXISTING 18" RCPINV=4904.2751.60 LF 18"RCP @ 6.76%EXISTING SIGNPROTECT IN PLACE50.35 LF 20"RCP @ 10.51%WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.EX7DEMOLITION PLAN EXISTING CONDITIONS &12NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX8 MATCH LINE - SEE SHEET EX4 DDTRAFFICVAULTTRAFFICVAULTEEEEEEEEEEEEETVAULTF.O.CCVAULTF.O.TCELECELECELECFESFESFESFOFOFOFOFOCTVCTVCTVCTVCTVEEEEEEEE E FOFOFOFOFOFOFOFO FO CTVCTVCTVCTVCTVCTVCTVCTV CTVEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO WWWWWWWWWWWW W W W W W W W W WWWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROADINTERSTATE 25 EXISTING ELECTRICBOX (REMOVED BY OTHERS)EXISTING FIBER-OPTICVAULT (REMOVED BY OTHERS)EXISTING ELECTRICAL LINE(TO BE RELOCATED BY OTHERS)REMOVE AND RELOCATEEXISTING SIGNEXISTING 24" RCP STORMTO BE EXTENDEDEXISTING 36" RCP STORMTO BE EXTENDEDEXISTING 24" FESINV=4904.90EXISTING CITY OFFORT COLLINS ELECTRICEXISTING CITY OFFORT COLLINS LIGHT& POWER EQUIPMENTEXISTING EOAEXISTING EOAEXISTINGSTRIPINGEXISTING 12" ELCOWATER LINECONNECT TO EXISTING 12" PVC ELCO WATER LINE.EXISTING 6" WATERLINE TO BE PLUGGED &ABANDONED PER CDOT REQUIREMENTSEXISTING SIGNPROTECT IN PLACEREMOVE EXISTING36" RCP FESINV=4904.05EXISTING FIBER-OPTIC LINE(TO BE RELOCATED BY OTHERS)EXISTING CTV LINE(TO BE RELOCATED BY OTHERS)5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548TO BE VACATED BY SEPARATE DOCUMENTAFTER UTILITIES ARE RELOCATED30' UTILITY EASEMENTREC. NO. 20190065531REMOVE EXISTING20" RCP FESINV=4904.90EXISTING INLETINV=4910.19EXISTING INLETRIM = 4916.57INV OUT =4907.76 (S)239.00 LF 36" RCP @ 0.4%EXISTING 36" RCPINV=4903.02EXISTING 18" RCPINV=4904.2751.60 LF 18"RCP @ 6.76%EXISTING SIGNPROTECT IN PLACE50.35 LF 20"RCP @ 10.51%WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.EX7DEMOLITION PLAN EXISTING CONDITIONS &12NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 130EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING CABLECTVEXISTING FIBER OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:1. 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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND 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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.ORIGINAL FIELD SURVERY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: NOVEMBER 2021ADDITIONAL FIELD SURVEY:NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: APRIL 2022NORTHERN ENGINEERINGPROJECT NO. 1896-001DATE: AUGUST 2022EARTH ENGINEERING CONSULTANTS, LLCSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1052027DATE: APRIL 11, 2005ADDATIONAL SUBSURFACEEXPLORATION: EARTH ENGINEERINGCONSULTANTS, LLCSUPPLEMENTAL PRELIMINARYSUBSURFACE EXPLORATION REPORTPROSPECT/I-25 DEVELOPMENTEEC PROJECT NO. 1222014DATE: JUNE 03, 2022EXISTING STREET LIGHT///////////////////////////////EXISTING UTILITY TO BE REMOVEDWEXISTING WATER LINEEXISTING TREES (TO REMAIN)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX8 MATCH LINE - SEE SHEET EX4FESCONT ROLIRR CONTRO L IRRV.P.FESDDDTRAFFICVAULTVAULTF.O.ELECTRAFFICVAULTGAS/ / / / / / / /EEEEEEEXXXXEGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / W X X X X X FO FO ELECCVAULTF.O.CTCCTVAULTF.O.ELECELECTCCTVAULTF.O.CELECELECBRKRHYDHYD WELECH2OELECELEC utilLIDELECFESFESFESS SDSDSSSSSSSSSSSSSSSSSSSSSSSSSEEFOFOCTVCTVEEEEEEEEEEEFESFESHYDELECDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMELECELECELECELECFOVAULTF.O. VAUL TF.O./ / / / / / / /FOFOFOFOFOFOFOFOW W W WW WWWWWWWWWWWWWW WWWWWWWWWEEEEEX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGSSSSSSSSSSSX CTVGGGGGGGCTVCTVCTVSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWWWSS SSSSSSSSSSCSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMWTH2OM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWSBSBSBSBWWWWWWWWW W W8" SS 8" SS 8" SS GGGGGGGGGGG G G G G G G G 8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W WWW8" W8" W8" W8" WFF12" SS12" SST8 " W8" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGWELL WELL WWWNPNPNPNPNP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NPNPNP NP FOSTREET A (PRIVATE)VIXEN DRIVECARRIAGE PKWYPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25LOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 2TRACT EDELOT 3TRACT FDE&IELOT 5TRACT HDE&IELOT 9TRACT JDE&IETRACT IDE&IETRACT KDE&IETRACT LDE&IETRACT MDE&IETRACT NDE&IETRACT GDE&IETRACT ODE&IELOT 7LOT 6CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSEDFIRE HYDRANTPROPOSED 8"WATER LINEPROPOSED 8"SANITARY LINEPROPOSED 15"SANITARY LINE (TYP.)PROPOSED 18"SANITARY LINE (TYP.)PROPOSED 8"SANITARY LINE (TYP.)CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSED 12"WATER LINE (TYP.)CONNECT TO EXISTINGSANITARY MANHOLEEXISTING 60" GREELEYRAW WATER LINEPROPOSED 8"WATER LINE (TYP.)POND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC2LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4BOX CULVERT HSEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND 3 CULVERTSSEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2PROPOSED NON-POTABLEIRRIGATION LINE (TYP.)CONNECT TO EXISTING6" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSED NON-POTABLEPUMP HOUSEPROPOSED 8"WATER LINE (TYP.)10'REGIONAL TRAILSANITARY LINE A2 (W)SEE SHEET SS6SANITARY LINE A7SEE SHEET SS8SANITARY LINE ASEE SHEET SS3SANITARY LINE A2 (E)SEE SHEET SS7PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTEXITING 18"SANITARY SEWERSTORM DRAIN ISEE SHEET ST8NATURAL RESOURCE(REMOVAL TO BE COORDINATEDWITH ENVIORMENTAL)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)100-YEAR BOXELDERFLOODPLAIN100-YEAR BOXELDERFLOODPLAINPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTBOXELDERFLOODWAYPROPOSEDFIRE HYDRANTCONNECT TO EXISTING 12" PVC ELCO WATER LINE.EXISTING 6" WATERLINE TO BE PLUGGED &ABANDONED PER CDOT REQUIREMENTS.EROSION BUFFER ZONEPROPOSED 12"WATER LINECONNECT TO 12" BORE END.CONTRACTOR ALSO TO CONNECT12" BORE END ON WEST SIDEOF I-25 TO EXISTING 12" WATER LINEALSO LOCATED ON WEST SIDE.PROPOSED TEMP.FIRE HYDRANTPROPOSED 8"WATER LINEPROPOSEDFIRE HYDRANTPROPOSED BLOW OFFFIRE HYDRANT FOR ELCOMAINTENANCEPROPOSED TEMP.FIRE HYDRANTWETLAND BUFFER10' REGIONAL TRAILTRACT PUDA&EAETRACT QUDA&EAEOU1OVERALL UTILITY PLAN15 NORTH( IN FEET )1 inch = ft.Feet0150150150300450SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 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.CallRU1U2U3U4U5U6U7U8U9 FESCONT ROLIRR CONTRO L IRRV.P.FESDDDTRAFFICVAULTVAULTF.O.ELECTRAFFICVAULTGAS/ / / / / / / /EEEEEEEXXXXEGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / W X X X X X FO FO ELECCVAULTF.O.CTCCTVAULTF.O.ELECELECTCCTVAULTF.O.CELECELECBRKRHYDHYD WELECH2OELECELEC utilLIDELECFESFESFESS SDSDSSSSSSSSSSSSSSSSSSSSSSSSSEEFOFOCTVCTVEEEEEEEEEEEFESFESHYDELECDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMELECELECELECELECFOVAULTF.O. VAUL TF.O./ / / / / / / /FOFOFOFOFOFOFOFOW W W WW WWWWWWWWWWWWWW WWWWWWWWWEEEEEX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGSSSSSSSSSSSX CTVGGGGGGGCTVCTVCTVSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWWWSS SSSSSSSSSSCSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMWTH2OM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWSBSBSBSBWWWWWWWWW W W8" SS 8" SS 8" SS GGGGGGGGGGG G G G G G G G 8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W WWWTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONFF12" SS12" SST8 " W8" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGWELL WELL WWWNPNPNPNPNP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NPNPNP NP FOSTREET A (PRIVATE)GREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSVIXEN DRIVECARRIAGE PKWYPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25LOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 2TRACT EDELOT 3TRACT FDE&IELOT 5TRACT HDE&IELOT 9TRACT JDE&IETRACT IDE&IETRACT KDE&IETRACT LDE&IETRACT MDE&IETRACT NDE&IETRACT GDE&IETRACT ODE&IELOT 7LOT 6CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSEDFIRE HYDRANTPROPOSED 8"WATER LINEPROPOSED 8"SANITARY LINEPROPOSED 15"SANITARY LINE (TYP.)PROPOSED 18"SANITARY LINE (TYP.)PROPOSED 8"SANITARY LINE (TYP.)CONNECT TO EXISTING8" WATER MAINCONNECT TO EXISTING12" WATER MAINPROPOSED 12"WATER LINE (TYP.)CONNECT TO EXISTINGSANITARY MANHOLEEXISTING 60" GREELEYRAW WATER LINEPROPOSED 8"WATER LINE (TYP.)POND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC2LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4BOX CULVERT HSEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND 3 CULVERTSSEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2PROPOSED NON-POTABLEIRRIGATION LINE (TYP.)CONNECT TO EXISTING6" WATER MAINCONNECT TO EXISTING12" WATER MAINTHOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSPROPOSED NON-POTABLEPUMP HOUSEPROPOSED 8"WATER LINE (TYP.)10'REGIONAL TRAILSANITARY LINE A2 (W)SEE SHEET SS6SANITARY LINE A7SEE SHEET SS8SANITARY LINE ASEE SHEET SS3SANITARY LINE A2 (E)SEE SHEET SS7PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTEXITING 18"SANITARY SEWERCDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSSTORM DRAIN ISEE SHEET ST8NATURAL RESOURCE(REMOVAL TO BE COORDINATEDWITH ENVIORMENTAL)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)100-YEAR BOXELDERFLOODPLAIN100-YEAR BOXELDERFLOODPLAINPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTBOXELDERFLOODWAYPROPOSEDFIRE HYDRANTCONNECT TO EXISTING 12" PVC ELCO WATER LINE.EXISTING 6" WATERLINE TO BE PLUGGED &ABANDONED PER CDOT REQUIREMENTS.EROSION BUFFER ZONEPROPOSED 12"WATER LINECONNECT TO 12" BORE END.CONTRACTOR ALSO TO CONNECT12" BORE END ON WEST SIDEOF I-25 TO EXISTING 12" WATER LINEALSO LOCATED ON WEST SIDE.PROPOSED TEMP.FIRE HYDRANTPROPOSED 8"WATER LINEPROPOSEDFIRE HYDRANTPROPOSED BLOW OFFFIRE HYDRANT FOR ELCOMAINTENANCEPROPOSED TEMP.FIRE HYDRANTWETLAND BUFFER10' REGIONAL TRAILTRACT PUDA&EAETRACT QUDA&EAEOU1OVERALL UTILITY PLAN15 NORTH( IN FEET )1 inch = ft.Feet0150150150300450SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 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.CallRU1U2U3U4U5U6U7U8U9H2OSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WXX XE EEEEEEEEEEEE E UDUDVAULTELECVAULT ELEC VAULTELECEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A7-4SSMH A7-3SSMH A7-2SSMH A7-1SSMH A2W-8 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENTPROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 9LOT 12TRACT IDE&IETRACT LDE&IE5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET A (PR IVATE )VIXEN DRIVEPROPOSEDFIRE HYDRANTSTORM DRAIN FSEE SHEET ST5WATER LINE A2SEE SHEET WT10SANITARY LINE A6SEE SHEET SS8WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINEPROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS8RE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINS100-YEARBOXELDERFLOODPLAINPROPOSED 4' RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' CONCRETESIDEWALK CULVERT8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC71' ROW44'FL-FL50'FL-FLEX-SANITARY MHRIM=4924.97INV IN = 4909.17 (N)INV IN = 4909.17 (E)INV OUT = 4909.07 (W)EXISTING SANITARYLINE400 LF 10" PVC800 LF 10" PVCEX-STORM MHRIM=4919.34INV IN = 4913.26 (NW)INV OUT = 4913.26 (S)138.2 LF 15" RCP @ 0.41%TRACT PUDA&EAEU2UTILITY PLAN17CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U3 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1 MATCH LINE - SEE SHEET U5 H2OSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WXX XE EEEEEEEEEEEE E UDUDVAULTELECVAULT ELEC VAULTELECEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEEEEEEEEENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A7-4SSMH A7-3SSMH A7-2SSMH A7-1SSMH A2W-8 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENTPROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 9LOT 12TRACT IDE&IETRACT LDE&IE5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET A (PR IVATE )VIXEN DRIVEPROPOSEDFIRE HYDRANTSTORM DRAIN FSEE SHEET ST5WATER LINE A2SEE SHEET WT10SANITARY LINE A6SEE SHEET SS8WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINEPROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS8RE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINS100-YEARBOXELDERFLOODPLAINPROPOSED 4' RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' CONCRETESIDEWALK CULVERT8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC71' ROW44'FL-FL50'FL-FLEX-SANITARY MHRIM=4924.97INV IN = 4909.17 (N)INV IN = 4909.17 (E)INV OUT = 4909.07 (W)EXISTING SANITARYLINE400 LF 10" PVC800 LF 10" PVCEX-STORM MHRIM=4919.34INV IN = 4913.26 (NW)INV OUT = 4913.26 (S)138.2 LF 15" RCP @ 0.41%TRACT PUDA&EAEU2UTILITY PLAN17CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U3 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1 MATCH LINE - SEE SHEET U5WVWVELECBRKRHYD WutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS FOFOFOW W W W W W W W W W W W W G GEEEE E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E EUDUDUDUDUDUDUD UDUDUD VAULT 10' X 10' ELECEEE ENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NP NP FOSSMH A12SSMH A11SSMH A10SSMH A9SSMH A8 8" PVC 8" PVC 8" P V C 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 13TRACT LDE&IETRACT MDE&IETRACT NDE&IE5' SIDEWALK 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY CARRIAGE PARKWAY EXISTING 12" ELCOWATER LINEEXISTINGFIRE HYDRANTSTORM DRAIN GSEE SHEET ST5POND 3 CULVERTSSEE SHEET ST7TRACT ODE&IEPROPOSED NON-POTABLEIRRIGATION LINE (BY OTHERS)RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSWATER LINE ASEE SHEET WT4SANITARY LINE ASEE SHEET SS3STORM DRAIN BSEE SHEET ST2RE-ALIGNEDCONCRETE CHANNELRE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' CONCRETESIDEWALK CULVERT12" C900 PVC 12" C 900 P V C R = 617.00'12" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)5' SIDEWALK 84' ROW54'FL-FLEXISTING STORM MHRIM = 4925.51INV IN = 4919.31 (N)INV IN = 4919.31 (W)INV OUT = 4919.21 (W)367 LF 10" PVCEXISTINGSANITARY LINEEXISTING SANITARY MHEX-SANITARY MHRIM=4926.04INV IN = 4912.08 (N)INV IN = 4912.04 (E)INV OUT = 4911.94 (W)433.48 LF 10" PVCPROPOSED 4' CONCRETESIDEWALK CULVERTRELOCATE EXISTINGFIBER-OPTIC PEDSTALU3UTILITY PLAN18CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U2 WVWVELECBRKRHYD WutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS FOFOFOW W W W W W W W W W W W W G GEEEE E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E EUDUDUDUDUDUDUD UDUDUD VAULT 10' X 10' ELECEEE ENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NP NP FOSSMH A12SSMH A11SSMH A10SSMH A9SSMH A8 8" PVC 8" PVC 8" P V C 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 13TRACT LDE&IETRACT MDE&IETRACT NDE&IE5' SIDEWALK 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY CARRIAGE PARKWAY EXISTING 12" ELCOWATER LINEEXISTINGFIRE HYDRANTSTORM DRAIN GSEE SHEET ST5POND 3 CULVERTSSEE SHEET ST7TRACT ODE&IEPROPOSED NON-POTABLEIRRIGATION LINE (BY OTHERS)RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSWATER LINE ASEE SHEET WT4SANITARY LINE ASEE SHEET SS3STORM DRAIN BSEE SHEET ST2RE-ALIGNEDCONCRETE CHANNELRE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' CONCRETESIDEWALK CULVERT12" C900 PVC 12" C 900 P V C R = 617.00'12" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)5' SIDEWALK 84' ROW54'FL-FLEXISTING STORM MHRIM = 4925.51INV IN = 4919.31 (N)INV IN = 4919.31 (W)INV OUT = 4919.21 (W)367 LF 10" PVCEXISTINGSANITARY LINEEXISTING SANITARY MHEX-SANITARY MHRIM=4926.04INV IN = 4912.08 (N)INV IN = 4912.04 (E)INV OUT = 4911.94 (W)433.48 LF 10" PVCPROPOSED 4' CONCRETESIDEWALK CULVERTRELOCATE EXISTINGFIBER-OPTIC PEDSTALU3UTILITY PLAN18CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U2 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G G TWWWWWWWWWWWW8" W 8" W 8" W8" WHYDWWWWW/ / / / / / / /EEEEE EEEEE E E E E UDUDUDUD VAULTELEC VAULTELECVAULTELECEEEEEEEESSMH A9SSMH A8SSMH A7 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENTTRACT MDE&IETRACT NDE&IE5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYVIXEN DRIVEPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPOND 3 CULVERTSSEE SHEET ST7RAIN GARDEN 5SEE SHEET RG4GREGG SSCHMIDTKE4607 KITCHELL WAY,FORT COLLINSSTORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT3SANITARY LINE ASEE SHEET SS2WATER LINE A2(E)SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINESANITARY LINE A6SEE SHEET SS8EXISTING 8"PVC WATER LINEEXISTINGFIRE HYDRANTEXISTING 24"RCP STORM CULVERT12" C 900 P V C R = 617.00'12" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)5' SIDEWALKEXISTING 30'ELCO EASEMENTEXISTING 16'UTILITY EASEMENTU6UTILITY PLAN21CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U9KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U5 MATCH LINE - SEE SHEET U3 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G G TWWWWWWWWWWWW8" W 8" W 8" W8" WHYDWWWWW/ / / / / / / /EEEEE EEEEE E E E E UDUDUDUD VAULTELEC VAULTELECVAULTELECEEEEEEEESSMH A9SSMH A8SSMH A7 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENTTRACT MDE&IETRACT NDE&IE5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYVIXEN DRIVEPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPOND 3 CULVERTSSEE SHEET ST7RAIN GARDEN 5SEE SHEET RG4GREGG SSCHMIDTKE4607 KITCHELL WAY,FORT COLLINSSTORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT3SANITARY LINE ASEE SHEET SS2WATER LINE A2(E)SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINESANITARY LINE A6SEE SHEET SS8EXISTING 8"PVC WATER LINEEXISTINGFIRE HYDRANTEXISTING 24"RCP STORM CULVERT12" C 900 P V C R = 617.00'12" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)5' SIDEWALKEXISTING 30'ELCO EASEMENTEXISTING 16'UTILITY EASEMENTU6UTILITY PLAN21CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U9KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U5 MATCH LINE - SEE SHEET U3DDTRAFFICVAULTTRAFFICVAULTEEEEEEEEEEEEETVAULTF.O.CELECELECF ESEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWWW W W W W W W W W WWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGGGGGGGGGGGGGGUDUDUDUDUDUDUDUDUDUDUDUDEEEEVAULT ELEC EEEEEEEEEE E EEEEEEEEE E NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2W-3SSMH A2W-2SSMH A2W-1 15" PVC 15" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT WATER LINE A1SEE SHEET WT6LOT 2LOT 1LOT 4TRACT EDETRACT FDE&IESTREET A (PRIVATE)5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT ROADPOND OUTLET 1SEE SHEET ST6STORM DRAIN DSEE SHEET ST4RAIN GARDEN 1SEE SHEET RG1SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILSTORM DRAIN CSEE SHEET ST3STORM DRAIN ISEE SHEET ST8WATER LINE CSEE SHEET WT138" C900 PVC 8" C900 PVC8" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)12" C900 PVC12" C900 PVCPROJECTBOUNDARY50'FL -FL30' UTILITYEASEMENT30' UTILITY EASEMENTREC. NO. 20190065531TRACT QUDA&EAETRAIL EASEMENT(WIDTH VARIES)WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.U7UTILITY PLAN22CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4 DDTRAFFICVAULTTRAFFICVAULTEEEEEEEEEEEEETVAULTF.O.CELECELECF ESEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWWW W W W W W W W W WWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGGGGGGGGGGGGGGUDUDUDUDUDUDUDUDUDUDUDUDEEEEVAULT ELEC EEEEEEEEEE E EEEEEEEEE E NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2W-3SSMH A2W-2SSMH A2W-1 15" PVC 15" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT WATER LINE A1SEE SHEET WT6LOT 2LOT 1LOT 4TRACT EDETRACT FDE&IESTREET A (PRIVATE)5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT ROADPOND OUTLET 1SEE SHEET ST6STORM DRAIN DSEE SHEET ST4RAIN GARDEN 1SEE SHEET RG1SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILSTORM DRAIN CSEE SHEET ST3STORM DRAIN ISEE SHEET ST8WATER LINE CSEE SHEET WT138" C900 PVC 8" C900 PVC8" C900 PVCPROPOSEDAIR RELEASE VALVE (ARV)12" C900 PVC12" C900 PVCPROJECTBOUNDARY50'FL -FL30' UTILITYEASEMENT30' UTILITY EASEMENTREC. NO. 20190065531TRACT QUDA&EAETRAIL EASEMENT(WIDTH VARIES)WATER LINE LOWERING REQUIREDCONTRACTOR TO VERIFY DEPTH.U7UTILITY PLAN22CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECGASW EEEWWEE EEEEEEEXXEG/ / / / / / / // / / / / / / // / / / / / / / X X X FO FO FOGGGELECEEEEEEEEEEE EE E E EEEEEEEF F ESELECELECELECELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEXX GGGGGGX X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSGGGGGGGGGUDUDUDUDUDUDEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E WAY 232 1 WAY 132 1WAY 332 1WAY 432 1WAY 532 1 VAULTELECVAULTELECVAULT 10' X 10' ELEC EEE E E E E E EEWWEEEEEEEEEENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2 (DROP MANHOLE)EX SSMH ASSMH A1 18" PVC 18" PVC 15" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTRELOCATEFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 2LOT 3LOT 5LOT 4TRACT FDE&IETRACT KDE&IEEXISTING 60" GREELEYRAW WATER LINGSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT ROADLAKE CANALTRIC CANALLAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN CSEE SHEET ST3POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC1TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ESEE SHEET ST4WATER LINE A1SEE SHEET WT5WATER LINE A1(E)SEE SHEET WT8SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)CONNECT TO EXISTING12" PVC WATER LINECONNECT TO EXISTING6" PVC WATER LINESANITARY LINE A2 (E)SEE SHEET SS7WATER LINE ASEE SHEET WT1WATER LINE BSEE SHEET WT11WATER LINE B1SEE SHEET WT12CITY OF FORT COLLINSSWITCH GEARRAIN GARDEN 1SEE SHEET RG1PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6LOT 7LOT 6PROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTSSMH A312" C900 PVC12" C900 PVC12" C900 PVC12" C900 PVC8" C900 PVCPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D612" C900 PVC 8" C900 PVCPROPOSEDFIRE HYDRANTPROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)8" C900 PVCPROPOSED BLOW OFFFIRE HYDRANT FORELCO MAINTENANCE10' SIDEWALK84' ROW54'FL-FL62'FL-FLEXISTING 40' WATER LINEEASEMENT30' UTILITYEASEMENT50' IRRIGATIONEASEMENT TO LAKE CANALDITCH HABITAT BUFFERDITCH HABITAT BUFFERPROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D68" WATER STUB FORFUTURE SERVICE OF LOT 68" WATER STUB FORFUTURE SERVICE OF LOT 740' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2007002382930' UTILITY EASEMENTREC. NO. 20190065531TRACT QUDA&EAETRACT GDE&IE36' UTILITYEASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTU8UTILITY PLAN23CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U9 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U5KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U7 GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECGASW EEEWWEE EEEEEEEXXEG/ / / / / / / // / / / / / / // / / / / / / / X X X FO FO FOGGGELECEEEEEEEEEEE EE E E EEEEEEEF F ESELECELECELECELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEXX GGGGGGX X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSGGGGGGGGGUDUDUDUDUDUDEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E WAY 232 1 WAY 132 1WAY 332 1WAY 432 1WAY 532 1 VAULTELECVAULTELECVAULT 10' X 10' ELEC EEE E E E E E EEWWEEEEEEEEEENPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2 (DROP MANHOLE)EX SSMH ASSMH A1 18" PVC 18" PVC 15" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTRELOCATEFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 2LOT 3LOT 5LOT 4TRACT FDE&IETRACT KDE&IEEXISTING 60" GREELEYRAW WATER LINGSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT ROADLAKE CANALTRIC CANALLAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN CSEE SHEET ST3POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC1TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ESEE SHEET ST4WATER LINE A1SEE SHEET WT5WATER LINE A1(E)SEE SHEET WT8SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)CONNECT TO EXISTING12" PVC WATER LINECONNECT TO EXISTING6" PVC WATER LINESANITARY LINE A2 (E)SEE SHEET SS7WATER LINE ASEE SHEET WT1WATER LINE BSEE SHEET WT11WATER LINE B1SEE SHEET WT12CITY OF FORT COLLINSSWITCH GEARRAIN GARDEN 1SEE SHEET RG1PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6LOT 7LOT 6PROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTSSMH A312" C900 PVC12" C900 PVC12" C900 PVC12" C900 PVC8" C900 PVCPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D612" C900 PVC 8" C900 PVCPROPOSEDFIRE HYDRANTPROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)8" C900 PVCPROPOSED BLOW OFFFIRE HYDRANT FORELCO MAINTENANCE10' SIDEWALK84' ROW54'FL-FL62'FL-FLEXISTING 40' WATER LINEEASEMENT30' UTILITYEASEMENT50' IRRIGATIONEASEMENT TO LAKE CANALDITCH HABITAT BUFFERDITCH HABITAT BUFFERPROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D68" WATER STUB FORFUTURE SERVICE OF LOT 68" WATER STUB FORFUTURE SERVICE OF LOT 740' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2007002382930' UTILITY EASEMENTREC. NO. 20190065531TRACT QUDA&EAETRACT GDE&IE36' UTILITYEASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTU8UTILITY PLAN23CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U9 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U5KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U7GGGGGGG GGGGGGGGGGCTVCTVCTVCTVCTVXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXCTVCTVCTVCTVCTVCTVXXCTVCTVSH2OH2OH2OH2OH2OH2OH2OWVWVWSCWCCWECABLEWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSWX V.P.V.P.V.P.V.P.CABLEMMCSMMH2OOHU OHU OHU SS SSM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W 12" SS12" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G G 12" SS 12" SS 12" SS 12" SS GGGGGGGGG12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WFF12" SS12" SS12" SS12" SS12" SS12" SST8" W 8 " W 8" W 8" W 8" W 8" W 8" WEEEEEEEEFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWWWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEWEXISTING 60" GREELEYRAW WATER LINGPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADTRIC CANALCONNECT TO EXISTING12" PVC WATER LINEWATER LINE BSEE SHEET WT12PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSLOT 7DITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 20070023829EXISTINGFIRE HYDRANTU9UTILITY PLAN24CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9 GGGGGGGGGGGGGGGGGCTVCTVCTVCTVCTVXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXCTVCTVCTVCTVCTVCTVXXCTVCTVSH2OH2OH2OH2OH2OH2OH2OWVWVWSCWCCWECABLEWWWWWWWWWWWWWWWWWWWWWSS SS SS SS SSWX V.P.V.P.V.P.V.P.CABLEMMCSMMH2OOHU OHU OHU SS SSM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W 12" SS12" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS G G G G G G G G G G G G G G G G G G G 12" SS 12" SS 12" SS 12" SS GGGGGGGGG12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WFF12" SS12" SS12" SS12" SS12" SS12" SST8" W 8 " W 8" W 8" W 8" W 8" W 8" WEEEEEEEEFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWWWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEWEXISTING 60" GREELEYRAW WATER LINGPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADTRIC CANALCONNECT TO EXISTING12" PVC WATER LINEWATER LINE BSEE SHEET WT12PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSLOT 7DITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 20070023829EXISTINGFIRE HYDRANTU9UTILITY PLAN24CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8 NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.EXISTING LOT LINEEASEMENT LINEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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 130MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9SSSSSSSS SS SS SSSSSSFO CARRIAGE PARKWAY582.44LF12"PVCR=617.00'63.68 LF 12" PVCR=617.00'STA.=34+46.7012"x6" TEE w/ MRJ1 - 12" BFV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)115.87 LF 12" PVCN11°09'43"WSTA.=35+10.38END HORIZ.DEFLECTION84' ROW54'FL-FLCULVERT 1SEE SHEET ST79' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKLOT 13TRACT NDE&IESTORM DRAIN GSEE SHEET ST5SANITARY LINE ASEE SHEET SS3STA. 39+72.3011.25° BEND w/ MRJN:126195.25E:218090.34STA. 39+77.1012"x6" TEE w/ TB1 - 6" GV (W)1 - FH ASSEMBLY (W)N:126200.05E:218090.35STA. 39+97.92CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFV (ISOLATION VALVE)N:126220.87E:218090.38239.62 LF 12" PVCN00°06'24"E20.82 LF 12" PVCN00°05'17"E4.80 LF 12" PVCN00°05'17"ESTA. 38+56.4411.25° BEND w/ MRJN:126081.57E:218112.77106.44 LF 12" PVCN00°06'24"ESTA. 37+50.001 - 12" ARVN:125975.13E:218112.571896-001_Water A49054910491549204925493049354940494549054910491549204925493049354940494532+5033+0034+0035+0036+0037+0038+0039+0040+0040+75STA. 39+72.3011.25° BENDT.O.P.=4920.56STA. 39+77.1012"x6" TEE w/ MRJ1 - 6" GV (W)1 - FH ASSEMBLY (W)L_r=1' (W)T.O.P.=4920.56 STA. 39+97.92CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFVT.O.P.=4920.56 STA. 37+50.00 1 - 12" ARV T.O.P.=4923.85 STA. 38+56.4411.25° BENDT.O.P.=4922.51 STA. 35+10.38 END HORIZ. DEFLECTION T.O.P.=4922.63 STA. 34+46.70 12"x6" TEE w/MRJ 1 - 12" BFV (N) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) L_r=1' (E) T.O.P.=4922.27PROPOSED GROUNDEXISTING GROUNDSTA. 39+08.40.6° DEFLECTIONT.O.P.=4921.34 STA. 39+72.30.7° DEFLECTIONT.O.P.=4920.56141.6' DEF.STA. 37+11.80 T.O.P.=4923.78 STA. 38+53.35T.O.P.=4922.58 (@ 0.2°)12" PVC12" PVC15" RCP STORMSTA.=39+90.70INV.=4922.3112" PVC18"20 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 34+36.70 END MECH. RESTRAINT STA: 34+56.7020 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 38+46.44END MECH. RESTRAINTSTA: 38+66.4425 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 39+62.30END MECH. RESTRAINTSTA: 39+87.10 WT4PLAN & PROFILE WATER LINE A28 NORTHL I N EMA TC H S T A 3 2 + 5 0 SheetRUDOLPH 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 130CALL 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.CallRNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 32+50WT3 WT3WT4WT2WT1 SSSSSSSS SS SS SSSSSSFO CARRIAGE PARKWAY582.44LF12"PVCR=617.00'63.68 LF 12" PVCR=617.00'STA.=34+46.7012"x6" TEE w/ MRJ1 - 12" BFV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)115.87 LF 12" PVCN11°09'43"WSTA.=35+10.38END HORIZ.DEFLECTION84' ROW54'FL-FLCULVERT 1SEE SHEET ST79' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALKLOT 13TRACT NDE&IESTORM DRAIN GSEE SHEET ST5SANITARY LINE ASEE SHEET SS3FOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSSTA. 39+72.3011.25° BEND w/ MRJN:126195.25E:218090.34STA. 39+77.1012"x6" TEE w/ TB1 - 6" GV (W)1 - FH ASSEMBLY (W)N:126200.05E:218090.35STA. 39+97.92CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFV (ISOLATION VALVE)N:126220.87E:218090.38239.62 LF 12" PVCN00°06'24"E20.82 LF 12" PVCN00°05'17"E4.80 LF 12" PVCN00°05'17"ESTA. 38+56.4411.25° BEND w/ MRJN:126081.57E:218112.77106.44 LF 12" PVCN00°06'24"ESTA. 37+50.001 - 12" ARVN:125975.13E:218112.571896-001_Water A49054910491549204925493049354940494549054910491549204925493049354940494532+5033+0034+0035+0036+0037+0038+0039+0040+0040+75STA. 39+72.3011.25° BENDT.O.P.=4920.56STA. 39+77.1012"x6" TEE w/ MRJ1 - 6" GV (W)1 - FH ASSEMBLY (W)L_r=1' (W)T.O.P.=4920.56 STA. 39+97.92CONNECT TO EXISTING12" PVC WATER LINE1 - 12" BFVT.O.P.=4920.56 STA. 37+50.00 1 - 12" ARV T.O.P.=4923.85 STA. 38+56.4411.25° BENDT.O.P.=4922.51 STA. 35+10.38 END HORIZ. DEFLECTION T.O.P.=4922.63 STA. 34+46.70 12"x6" TEE w/MRJ 1 - 12" BFV (N) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) L_r=1' (E) T.O.P.=4922.27PROPOSED GROUNDEXISTING GROUNDSTA. 39+08.40.6° DEFLECTIONT.O.P.=4921.34 STA. 39+72.30.7° DEFLECTIONT.O.P.=4920.56141.6' DEF.STA. 37+11.80 T.O.P.=4923.78 STA. 38+53.35T.O.P.=4922.58 (@ 0.2°)12" PVC12" PVC15" RCP STORMSTA.=39+90.70INV.=4922.3112" PVC18"20 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 34+36.70 END MECH. RESTRAINT STA: 34+56.7020 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 38+46.44END MECH. RESTRAINTSTA: 38+66.4425 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 39+62.30END MECH. RESTRAINTSTA: 39+87.10 WT4PLAN & PROFILE WATER LINE A28 NORTHL I N EMA TC H S T A 3 2 + 5 0 SheetRUDOLPH 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 130CALL 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.CallRNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 32+50WT3 WT3WT4WT2WT149004905491049154920492549304935494049004905491049154920492549304935494018+0019+0020+0021+0022+0023+0024+0024+508" PVCSTA. 23+30.745° BENDT.O.P.=4920.82STA. 23+34.245° BENDT.O.P.=4917.39STA. 23+52.145° BENDT.O.P.=4917.39STA. 23+55.245° BENDT.O.P.=4920.48 STA. 22+80.9811.25° BENDT.O.P.=4921.34 STA. 22+06.43 11.25° BEND T.O.P.=4922.12 STA. 21+84.08 11.25° BEND T.O.P.=4922.36 STA. 21+17.91 11.25° BEND T.O.P.=4923.05 STA. 23+30.72BEGIN WATER LINE LOWERINGT.O.P.=4920.82STA. 23+55.16END WATER LINE LOWERINGT.O.P.=4920.48 STA. 20+50.00 8"x6" TEE w/ MRJ 1 - 8" GV (SE) 1 - 6" GV (NE) 1 - FH ASSEMBLY (NE) RESTRAIN ENTIRE LENGTH OF FH ASSEMBLY NE OF TEE T.O.P.=4923.66 STA. 20+77.73 11.25° BEND T.O.P.=4923.47 STA. 23+58.82CONNECT TO EXISTING8" WATER LINE8"x6" TEE w/ MRJ1 - 8" GV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)RESTRAIN ENTIRE LENGTH OFFH ASSEMBLY EAST OF TEET.O.P.=4920.48 55.3' DEF.STA. 20+20.90 T.O.P.=4923.62 STA. 20+76.16 T.O.P.=4923.48 (@ 0.3°)EXISTING GROUNDPROPOSED GROUND18" RCP STORMSTA.=23+43.11INV.=4919.1018"14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 20+43.00 END MECH. RESTRAINT STA: 20+57.00 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 20+84.73 BEGIN MECH. RESTRAINT STA: 20+70.7314 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+10.91 END MECH. RESTRAINT STA: 21+24.9114 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+77.08 END MECH. RESTRAINT STA: 21+91.08 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 22+13.43 BEGIN MECH. RESTRAINT STA: 21+99.4388 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 22+73.98END MECH. RESTRAINTSTA: 23+62.13 H2OSSS SS SS SSSSEEEEEEWWXXXWW 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT71' ROW44'FL-FL5' S IDEWALK 5' S IDEWALK VIXEN DR IVE STORM DRAIN FSEE SHEET ST5STA. 21+17.9111.25° BEND w/ MRJN:125996.28E:217014.19STA. 21+84.0811.25° BEND w/ MRJN:126052.02E:216978.53STA. 22+06.4311.25° BEND w/ MRJN:126072.72E:216970.12STA. 22+80.9811.25° BEND w/ MRJN:126145.93E:216956.08STA. 23+30.72BEGIN WATERLINE LOWERINGN:126195.68E:216956.39STA. 23+55.16END WATERLINE LOWERINGN:126220.12E:216956.5466.17 LF 8" PVCN32°36'32"W40.19 LF 8" PVCN43°06'32"W24.44 LF 8" PVCN00°21'25"E74.54 LF 8" PVCN10°51'32"W22.35 LF 8" PVCN22°06'32"W49.75 LF 8" PVCN00°21'25"E338.42 LF 8" PVCN53°51'32"W27.73 LF 8" PVCN53°51'32"WSTA. 20+50.008"x8" TEE w/ MRJ1 - 8" GV (SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)N:125950.59E:217064.05STA. 20+77.7311.25° BEND w/ MRJN:125966.94E:217041.6624.44 LF 8" PVCN00°21'25"E3.66 LF 8" PVCN00°21'25"ESTA. 23+58.82CONNECT TO EXISTING WATER LINE8"x6" TEE w/ MRJ1 - 8" GV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:126223.77E:216956.56TRACT IDE&IETRACT LDE&IEWT10PLAN & PROFILE WATER LINE A234 NORTHPROFILE SCALE:WATER LINE A2STAMATCH LINE SEE SHEET 18+00WT9 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallR( IN FEET )1 inch = ft.Feet0505050100150LINEMATCHSTA18+00WT9WT10 49004905491049154920492549304935494049004905491049154920492549304935494018+0019+0020+0021+0022+0023+0024+0024+508" PVCSTA. 23+30.745° BENDT.O.P.=4920.82STA. 23+34.245° BENDT.O.P.=4917.39STA. 23+52.145° BENDT.O.P.=4917.39STA. 23+55.245° BENDT.O.P.=4920.48 STA. 22+80.9811.25° BENDT.O.P.=4921.34 STA. 22+06.43 11.25° BEND T.O.P.=4922.12 STA. 21+84.08 11.25° BEND T.O.P.=4922.36 STA. 21+17.91 11.25° BEND T.O.P.=4923.05 STA. 23+30.72BEGIN WATER LINE LOWERINGT.O.P.=4920.82STA. 23+55.16END WATER LINE LOWERINGT.O.P.=4920.48 STA. 20+50.00 8"x6" TEE w/ MRJ 1 - 8" GV (SE) 1 - 6" GV (NE) 1 - FH ASSEMBLY (NE) RESTRAIN ENTIRE LENGTH OF FH ASSEMBLY NE OF TEE T.O.P.=4923.66 STA. 20+77.73 11.25° BEND T.O.P.=4923.47 STA. 23+58.82CONNECT TO EXISTING8" WATER LINE8"x6" TEE w/ MRJ1 - 8" GV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)RESTRAIN ENTIRE LENGTH OFFH ASSEMBLY EAST OF TEET.O.P.=4920.48 55.3' DEF.STA. 20+20.90 T.O.P.=4923.62 STA. 20+76.16 T.O.P.=4923.48 (@ 0.3°)EXISTING GROUNDPROPOSED GROUND18" RCP STORMSTA.=23+43.11INV.=4919.1018"14 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 20+43.00 END MECH. RESTRAINT STA: 20+57.00 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 20+84.73 BEGIN MECH. RESTRAINT STA: 20+70.7314 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+10.91 END MECH. RESTRAINT STA: 21+24.9114 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINT STA: 21+77.08 END MECH. RESTRAINT STA: 21+91.08 14 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 22+13.43 BEGIN MECH. RESTRAINT STA: 21+99.4388 FT OF MECH RESTRAINTBEGIN MECH. RESTRAINTSTA: 22+73.98END MECH. RESTRAINTSTA: 23+62.13 H2OSSS SS SS SSSSEEEEEEWWXXXWW 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT71' ROW44'FL-FL5' S IDEWALK 5' S IDEWALK VIXEN DR IVE STORM DRAIN FSEE SHEET ST5STA. 21+17.9111.25° BEND w/ MRJN:125996.28E:217014.19STA. 21+84.0811.25° BEND w/ MRJN:126052.02E:216978.53STA. 22+06.4311.25° BEND w/ MRJN:126072.72E:216970.12STA. 22+80.9811.25° BEND w/ MRJN:126145.93E:216956.08STA. 23+30.72BEGIN WATERLINE LOWERINGN:126195.68E:216956.39STA. 23+55.16END WATERLINE LOWERINGN:126220.12E:216956.5466.17 LF 8" PVCN32°36'32"W40.19 LF 8" PVCN43°06'32"W24.44 LF 8" PVCN00°21'25"E74.54 LF 8" PVCN10°51'32"W22.35 LF 8" PVCN22°06'32"W49.75 LF 8" PVCN00°21'25"E338.42 LF 8" PVCN53°51'32"W27.73 LF 8" PVCN53°51'32"WSTA. 20+50.008"x8" TEE w/ MRJ1 - 8" GV (SE)1 - 6" GV (NE)1 - FH ASSEMBLY (NE)N:125950.59E:217064.05STA. 20+77.7311.25° BEND w/ MRJN:125966.94E:217041.6624.44 LF 8" PVCN00°21'25"E3.66 LF 8" PVCN00°21'25"ESTA. 23+58.82CONNECT TO EXISTING WATER LINE8"x6" TEE w/ MRJ1 - 8" GV (N)1 - 6" GV (E)1 - FH ASSEMBLY (E)N:126223.77E:216956.56TRACT IDE&IETRACT LDE&IEWT10PLAN & PROFILE WATER LINE A234 NORTHPROFILE SCALE:WATER LINE A2STAMATCH LINE SEE SHEET 18+00WT9 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallR( IN FEET )1 inch = ft.Feet0505050100150LINEMATCHSTA18+00WT9WT10FESV.P.FESGASW WWX/ / / / / / / /X X WXX X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDEEEEEEEEEEEEEEEE E EEEE WWNPNPNPNPNPNPNPNPXCCWTEXISTING 30' UTILITYEASEMENTPROSPECT ROAD15' UTILITY EASEMENT91.02 LF 12" PVCS46°06'09"ESTA. 14+59.8645.00° BEND w/ MRJN:123605.74E:217218.34REPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROAD9' UTILITY EASEMENT 5' SIDEWALK 10' SIDEWALK10' SIDEWALKWATER LINE B1SEE SHEET WT12STORM DRAIN CSEE SHEET ST3LAKE CANAL CULVERT ASEE SHEET LC1PROPOSED 50'IRRIGATION EASEMENTEND 24'' STEEL CASING BSTA 16+45.11N: 123605.70E: 217403.59BEGIN 24'' STEEL CASING BSTA 16+09.45N: 123605.71E: 217367.93STORM DRAIN ESEE SHEET ST4LOT 7LOT 2LOT 3STA. 13+68.8445.00° BEND w/ MRJN:123668.85E:217152.75STA. 15+56.2812"x8" TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (37' N)1 - TEMPORARY FH ASSEMBLY (N)N:123605.72E:217314.75STA. 15+85.671 - 12" ARVN:123605.71E:217344.14STA. 16+50.08END WATERLINE LOWERINGN:123605.70E:217408.56STA. 16+58.201 - 12" ARVN:123605.70E:217416.67STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12 " BFV w/ MRJN:123670.77E:216783.9232.02 LF 12" PVCS89°52'02"E96.42 LF 12" PVCS89°59'24"E29.39 LF 12" PVCS89°59'24"E18.81 LF 12" PVCS89°59'24"E4.97 LF 12" PVCS89°59'24"E35.66 LF 12" PVCS89°59'24"E4.97 LF 12" PVCS89°59'24"E8.12 LF 12" PVCS89°59'24"ESTA. 16+04.48BEGIN WATERLINE LOWERINGN:123605.71E:217362.96REPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROADSTA. 10+08.2912"x6" TEE w/ MRJ1 - 6" GV (N)1 - FH ASSEMBLY (N)N:123670.68E:216792.21STA. 13+36.81CONNECT TO WATER LINE A12"x12" TEE w/MJR2 - 12" BFV (N. E)N:123668.92E:217120.72STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ MRJ2 - 12" BFV (S, E)N:123669.40E:216912.978.29 LF 12" PVCS89°23'38"E120.77 LF 12" PVCS89°23'34"E207.75 LF 12" PVCS89°52'02"ESTA. 17+83.9711.25° BEND w/ MRJN:123605.68E:217542.44125.77 LF 12" PVCS89°59'24"E56.27 LF 12" PVCS78°44'24"E4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+4012" PVC12" PVC12" PVCSTA. 16+07.4 45° BEND T.O.P.=4908.03 STA. 16+47.1 45° BEND T.O.P.=4908.03 STA. 16+50.1 45° BEND T.O.P.=4911.00 STA. 16+58.2 0.7° DEFLECTION T.O.P.=4911.00 STA. 16+04.5 45° BEND T.O.P.=4911.00 STA. 11+39.00.5° DEFLECTIONT.O.P.=4905.80 STA. 15+85.7 0.7° DEFLECTION T.O.P.=4911.00 STA. 14+59.86 45.00° BEND T.O.P.=4909.54 STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)T.O.P.=4905.50 STA. 13+68.84 45.00° BEND T.O.P.=4908.48 STA. 15+56.28 12"x6"TEE w/ MRJ 1 - 12" BFV (E) 1 - 8" GV (N) 1 - 8"x6" REDUCER w/ MRJ (37' N) 1 - TEMPORARY FH ASSEBLY RESTRAIN ENTIRE LINE NORTH FROM TEE T.O.P.=4910.66 STA. 16+09.45 BEGIN 24" STEEL CASING T.O.P.=4908.03 STA. 16+45.11 END 24" STEEL CASING T.O.P.=4908.03 STA. 16+50.08 END WATER LINE LOWERING T.O.P.=4911.00 STA. 16+58.20 1 - 12" ARV T.O.P.=4911.00 STA. 15+85.67 1 - 12" ARV T.O.P.=4911.00 STA. 16+04.48 BEGIN WATER LINE LOWERING T.O.P.=4911.00 STA. 10+08.2912"x6" TEE w/ MRJ1 - 6" GV (N)1 - FH ASEMBLY (N)L_r=1' (N)T.O.P.=4905.52 STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ MRJ2 - 12" BFVT.O.P.=4905.78 STA. 13+36.81 CONNECT TO WATER LINE A 12"x12" TEE w/ MRJ 2 - 12" BFV (N, E) T.O.P.=4908.10 STA. 17+83.97 11.25° BEND T.O.P.=4909.5718" PVC SANITARYSTA.=13+03.67INV.=4896.12EXISTING GROUNDPROPOSED GROUND35.66 LF EXISTING24" STEEL CASING15'x4' CONCRETEBOX CULVERTSTA.=16+27.28INV.=4910.3718"18 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 10+18.29BEGIN MECH. RESTRAINTSTA: 10+00.00 20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+46.81 BEGIN MECH. RESTRAINT STA: 13+26.81 36 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+87.69 BEGIN MECH. RESTRAINT STA: 13+51.69 36 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 14+78.72 BEGIN MECH. RESTRAINT STA: 14+42.72 156 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 17+05.08 BEGIN MECH. RESTRAINT STA: 15+49.4820 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 11+39.06BEGIN MECH. RESTRAINTSTA: 11+19.06 20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 17+93.97 BEGIN MECH. RESTRAINT STA: 17+73.97 WT11PLAN & PROFILE WATER LINE B35 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINE MATCH STA 18+25WATER LINE BSTAMATCH LINE SEE SHEET 18+25WT12 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT11WT12 FESV.P.FESGASW WWX/ / / / / / / /X X WXX X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDEEEEEEEEEEEEEEEE E EEEE WWNPNPNPNPNPNPNPNPXCCWTEXISTING 30' UTILITYEASEMENTPROSPECT ROAD15' UTILITY EASEMENT91.02 LF 12" PVCS46°06'09"ESTA. 14+59.8645.00° BEND w/ MRJN:123605.74E:217218.34REPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROAD9' UTILITY EASEMENT 5' SIDEWALK 10' SIDEWALK10' SIDEWALKWATER LINE B1SEE SHEET WT12STORM DRAIN CSEE SHEET ST3LAKE CANAL CULVERT ASEE SHEET LC1PROPOSED 50'IRRIGATION EASEMENTEND 24'' STEEL CASING BSTA 16+45.11N: 123605.70E: 217403.59BEGIN 24'' STEEL CASING BSTA 16+09.45N: 123605.71E: 217367.93STORM DRAIN ESEE SHEET ST4LOT 7LOT 2LOT 3STA. 13+68.8445.00° BEND w/ MRJN:123668.85E:217152.75STA. 15+56.2812"x8" TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (37' N)1 - TEMPORARY FH ASSEMBLY (N)N:123605.72E:217314.75STA. 15+85.671 - 12" ARVN:123605.71E:217344.14STA. 16+50.08END WATERLINE LOWERINGN:123605.70E:217408.56STA. 16+58.201 - 12" ARVN:123605.70E:217416.67STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12 " BFV w/ MRJN:123670.77E:216783.9232.02 LF 12" PVCS89°52'02"E96.42 LF 12" PVCS89°59'24"E29.39 LF 12" PVCS89°59'24"E18.81 LF 12" PVCS89°59'24"E4.97 LF 12" PVCS89°59'24"E35.66 LF 12" PVCS89°59'24"E4.97 LF 12" PVCS89°59'24"E8.12 LF 12" PVCS89°59'24"ESTA. 16+04.48BEGIN WATERLINE LOWERINGN:123605.71E:217362.96REPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROADSTA. 10+08.2912"x6" TEE w/ MRJ1 - 6" GV (N)1 - FH ASSEMBLY (N)N:123670.68E:216792.21STA. 13+36.81CONNECT TO WATER LINE A12"x12" TEE w/MJR2 - 12" BFV (N. E)N:123668.92E:217120.72STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ MRJ2 - 12" BFV (S, E)N:123669.40E:216912.978.29 LF 12" PVCS89°23'38"E120.77 LF 12" PVCS89°23'34"E207.75 LF 12" PVCS89°52'02"ESTA. 17+83.9711.25° BEND w/ MRJN:123605.68E:217542.44125.77 LF 12" PVCS89°59'24"E56.27 LF 12" PVCS78°44'24"E4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+4012" PVC12" PVC12" PVCSTA. 16+07.4 45° BEND T.O.P.=4908.03 STA. 16+47.1 45° BEND T.O.P.=4908.03 STA. 16+50.1 45° BEND T.O.P.=4911.00 STA. 16+58.2 0.7° DEFLECTION T.O.P.=4911.00 STA. 16+04.5 45° BEND T.O.P.=4911.00 STA. 11+39.00.5° DEFLECTIONT.O.P.=4905.80 STA. 15+85.7 0.7° DEFLECTION T.O.P.=4911.00 STA. 14+59.86 45.00° BEND T.O.P.=4909.54 STA. 10+00.00CONNECT TO EXISTING12" WATER LINE1 - 12" BFV (E)T.O.P.=4905.50 STA. 13+68.84 45.00° BEND T.O.P.=4908.48 STA. 15+56.28 12"x6"TEE w/ MRJ 1 - 12" BFV (E) 1 - 8" GV (N) 1 - 8"x6" REDUCER w/ MRJ (37' N) 1 - TEMPORARY FH ASSEBLY RESTRAIN ENTIRE LINE NORTH FROM TEE T.O.P.=4910.66 STA. 16+09.45 BEGIN 24" STEEL CASING T.O.P.=4908.03 STA. 16+45.11 END 24" STEEL CASING T.O.P.=4908.03 STA. 16+50.08 END WATER LINE LOWERING T.O.P.=4911.00 STA. 16+58.20 1 - 12" ARV T.O.P.=4911.00 STA. 15+85.67 1 - 12" ARV T.O.P.=4911.00 STA. 16+04.48 BEGIN WATER LINE LOWERING T.O.P.=4911.00 STA. 10+08.2912"x6" TEE w/ MRJ1 - 6" GV (N)1 - FH ASEMBLY (N)L_r=1' (N)T.O.P.=4905.52 STA. 11+29.06CONNECT TO WATER LINE B112"x12" TEE w/ MRJ2 - 12" BFVT.O.P.=4905.78 STA. 13+36.81 CONNECT TO WATER LINE A 12"x12" TEE w/ MRJ 2 - 12" BFV (N, E) T.O.P.=4908.10 STA. 17+83.97 11.25° BEND T.O.P.=4909.5718" PVC SANITARYSTA.=13+03.67INV.=4896.12EXISTING GROUNDPROPOSED GROUND35.66 LF EXISTING24" STEEL CASING15'x4' CONCRETEBOX CULVERTSTA.=16+27.28INV.=4910.3718"18 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 10+18.29BEGIN MECH. RESTRAINTSTA: 10+00.00 20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+46.81 BEGIN MECH. RESTRAINT STA: 13+26.81 36 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+87.69 BEGIN MECH. RESTRAINT STA: 13+51.69 36 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 14+78.72 BEGIN MECH. RESTRAINT STA: 14+42.72 156 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 17+05.08 BEGIN MECH. RESTRAINT STA: 15+49.4820 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 11+39.06BEGIN MECH. RESTRAINTSTA: 11+19.06 20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 17+93.97 BEGIN MECH. RESTRAINT STA: 17+73.97 WT11PLAN & PROFILE WATER LINE B35 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINE MATCH STA 18+25WATER LINE BSTAMATCH LINE SEE SHEET 18+25WT12 KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT11WT12FESFESGASW WWX/ / / / / / / // / / / / / / / X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDEEEEEE EEEENPNPNPNPNPPROSPECT ROADSTA. 10+00.00CONNECT TO WATER LINE B12"x12" TEE w/ MRJ1 - 12" BFV (S, E)N:123669.40E:216912.979' UTILITY EASEMENT 5' SIDEWALK10' SIDEWALKWATER LINE BSEE SHEET WT11STORM DRAIN CSEE SHEET ST3LOT 3STA. 11+45.75END 24"STEEL CASINGN:123523.65E:216912.95STA. 11+64.6212"x12" TEE w/ MRJ1 - 12" BFV (N)PROPOSED PLUG w/ MRJ (S)RESTRAIN ENTIRE LENGHT OF DEAD END (S)SEE NOTE 14N:123504.79E:216912.94134.97 LF 12" PVCS00°00'36"W18.86 LF 12" PVCS00°00'40"W107.59 LF 12" PVCS89°59'24"E12.65 LF 12" PVCS89°59'24"E8.97 LF 12" PVCS44°59'24"ESTA. 12+72.2112"x6" TEE w/ MRJ1 - 12" BFV (W)1 - 6" GV (S)1 - FH ASSEMBLY (S)N:123504.77E:217020.54STA. 12+84.8645.00° BEND w/ MRJN:123504.77E:217033.18STA. 12+93.8245.00° BEND w/ MRJN:123498.42E:217039.53STA. 13+03.57CONNECT TO EXISTING 6" GV& WATER LINE1 - 12"x6" REDUCER w/ MRJN:123498.58E:217049.27STA. 10+05.35BEGIN WATERLINE LOWERINGN:123664.05E:216912.97STA. 10+10.78BEGIN 24"STEEL CASINGN:123658.62E:216912.97FESFESHYDMH2OMWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEWXXCOHU 15' UTILITY EASEMENTPROSPECT ROADREPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROADSTA. 18+86.1711.25° BEND w/ MRJN:123585.72E:217642.68STA. 21+17.01CONNECT TO EXISTING12" WATER LINE1 - 12" BFVN:123585.67E:217873.5245.93 LF 12" PVCS78°44'24"E230.84 LF 12" PVCS89°59'09"ESTA. 18+40.2412"x8" TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (40' N)1 - TEMPORARY FH ASSEMBLY (N)N:123594.69E:217597.63EXISTING FIREHYDRANT48904895490049054910491549204925493048904895490049054910491549204925493018+0019+0020+0021+0022+0012" PVCSTA. 18+40.2412"x6"TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (40' N)1 - TEMPORARY FH ASSEBLYRESTRAIN ENTIRE LINE NORTH OF TEET.O.P.=4908.92STA. 18+86.1711.25° BENDT.O.P.=4908.68 STA. 21+17.01CONNECT TO EXISTING12" WATER LINE1 - 12" BFVT.O.P.=4909.5355.7' DEF.STA. 18+40.41T.O.P.=4908.92STA. 18+96.12T.O.P.=4908.71(@ 0.3°)EXISTING GROUNDPROPOSED GROUND20 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 18+96.17BEGIN MECH. RESTRAINTSTA: 18+76.17 4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0013+75STA. 11+45.8 0.1° DEFLECTION T.O.P.=4903.84 STA. 10+05.3 45° BEND T.O.P.=4905.27 STA. 10+06.8 45° BEND T.O.P.=4903.84 STA. 10+00.00 CONNECT TO WATER LINE B 12"x12" TEE w/ MRJ 2 - 12" BFV (S, E) T.O.P.=4905.27 STA. 11+64.62 12"x12" TEE w/ MRJ 1 - 12" BFV (N) PROPOSED PLUG w/ MRJ (S) RESTRAIN ENTIRE LENGTH OF DEAD END (S) SEE NOTE 14 T.O.P.=4903.87 STA. 11+45.75 END 24" STEEL CASING T.O.P.=4903.84 STA. 12+72.21 12"x6" TEE w/ MRJ 1 - 12" BFV (W) 1 - 6" GV (S) 1 - FH ASSEMBLY (S) L_r=1' (S) T.O.P.=4904.03 STA. 12+84.86 45.00° BEND T.O.P.=4904.05 STA. 12+93.82 45.00° BEND T.O.P.=4904.06 STA. 13+03.57 CONNECT TO EXISTING 6" GV & WATER LINE 1 - 12"x6" REDUCER w/ MRJ T.O.P.=4904.08 STA. 10+05.35 BEGIN WATERLINE LOWERING T.O.P.=4905.26 STA. 10+10.78 BEGIN 24" STEEL CASING T.O.P.=4903.84 12" PVCEXISTING GROUND12" PVCPROPOSED GROUND36" RCP STORMSTA.=10+16.90INV.=4906.1718"134.97 LF 24" STEEL CASING304 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+03.57 BEGIN MECH. RESTRAINT STA: 10+00.00 WT12PLAN & PROFILE WATER LINE B & B136 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA18+25WATER LINE BKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT11WT12WATER LINE B1PROFILE SCALE:STAMATCH LINE SEE SHEET 18+25WT12 FESFESGASW WWX/ / / / / / / // / / / / / / / X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDEEEEEE EEEENPNPNPNPNPPROSPECT ROADSTA. 10+00.00CONNECT TO WATER LINE B12"x12" TEE w/ MRJ1 - 12" BFV (S, E)N:123669.40E:216912.979' UTILITY EASEMENT 5' SIDEWALK10' SIDEWALKWATER LINE BSEE SHEET WT11STORM DRAIN CSEE SHEET ST3LOT 3STA. 11+45.75END 24"STEEL CASINGN:123523.65E:216912.95STA. 11+64.6212"x12" TEE w/ MRJ1 - 12" BFV (N)PROPOSED PLUG w/ MRJ (S)RESTRAIN ENTIRE LENGHT OF DEAD END (S)SEE NOTE 14N:123504.79E:216912.94134.97 LF 12" PVCS00°00'36"W18.86 LF 12" PVCS00°00'40"W107.59 LF 12" PVCS89°59'24"E12.65 LF 12" PVCS89°59'24"E8.97 LF 12" PVCS44°59'24"ESTA. 12+72.2112"x6" TEE w/ MRJ1 - 12" BFV (W)1 - 6" GV (S)1 - FH ASSEMBLY (S)N:123504.77E:217020.54STA. 12+84.8645.00° BEND w/ MRJN:123504.77E:217033.18STA. 12+93.8245.00° BEND w/ MRJN:123498.42E:217039.53STA. 13+03.57CONNECT TO EXISTING 6" GV& WATER LINE1 - 12"x6" REDUCER w/ MRJN:123498.58E:217049.27STA. 10+05.35BEGIN WATERLINE LOWERINGN:123664.05E:216912.97STA. 10+10.78BEGIN 24"STEEL CASINGN:123658.62E:216912.97FESFESHYDMH2OMWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEWXXCOHU 15' UTILITY EASEMENTPROSPECT ROADREPLACE WATER SERVICE BETWEENPROPOSED 12" MAIN & METER.PLACE SERVICE IN 2" HDPEUNDER PROSPECT ROADSTA. 18+86.1711.25° BEND w/ MRJN:123585.72E:217642.68STA. 21+17.01CONNECT TO EXISTING12" WATER LINE1 - 12" BFVN:123585.67E:217873.5245.93 LF 12" PVCS78°44'24"E230.84 LF 12" PVCS89°59'09"ESTA. 18+40.2412"x8" TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (40' N)1 - TEMPORARY FH ASSEMBLY (N)N:123594.69E:217597.63EXISTING FIREHYDRANT48904895490049054910491549204925493048904895490049054910491549204925493018+0019+0020+0021+0022+0012" PVCSTA. 18+40.2412"x6"TEE w/ MRJ1 - 12" BFV (E)1 - 8" GV (N)1 - 8"x6" REDUCER w/ MRJ (40' N)1 - TEMPORARY FH ASSEBLYRESTRAIN ENTIRE LINE NORTH OF TEET.O.P.=4908.92STA. 18+86.1711.25° BENDT.O.P.=4908.68 STA. 21+17.01CONNECT TO EXISTING12" WATER LINE1 - 12" BFVT.O.P.=4909.5355.7' DEF.STA. 18+40.41T.O.P.=4908.92STA. 18+96.12T.O.P.=4908.71(@ 0.3°)EXISTING GROUNDPROPOSED GROUND20 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 18+96.17BEGIN MECH. RESTRAINTSTA: 18+76.17 4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0013+75STA. 11+45.8 0.1° DEFLECTION T.O.P.=4903.84 STA. 10+05.3 45° BEND T.O.P.=4905.27 STA. 10+06.8 45° BEND T.O.P.=4903.84 STA. 10+00.00 CONNECT TO WATER LINE B 12"x12" TEE w/ MRJ 2 - 12" BFV (S, E) T.O.P.=4905.27 STA. 11+64.62 12"x12" TEE w/ MRJ 1 - 12" BFV (N) PROPOSED PLUG w/ MRJ (S) RESTRAIN ENTIRE LENGTH OF DEAD END (S) SEE NOTE 14 T.O.P.=4903.87 STA. 11+45.75 END 24" STEEL CASING T.O.P.=4903.84 STA. 12+72.21 12"x6" TEE w/ MRJ 1 - 12" BFV (W) 1 - 6" GV (S) 1 - FH ASSEMBLY (S) L_r=1' (S) T.O.P.=4904.03 STA. 12+84.86 45.00° BEND T.O.P.=4904.05 STA. 12+93.82 45.00° BEND T.O.P.=4904.06 STA. 13+03.57 CONNECT TO EXISTING 6" GV & WATER LINE 1 - 12"x6" REDUCER w/ MRJ T.O.P.=4904.08 STA. 10+05.35 BEGIN WATERLINE LOWERING T.O.P.=4905.26 STA. 10+10.78 BEGIN 24" STEEL CASING T.O.P.=4903.84 12" PVCEXISTING GROUND12" PVCPROPOSED GROUND36" RCP STORMSTA.=10+16.90INV.=4906.1718"134.97 LF 24" STEEL CASING304 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 13+03.57 BEGIN MECH. RESTRAINT STA: 10+00.00 WT12PLAN & PROFILE WATER LINE B & B136 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA18+25WATER LINE BKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT11WT12WATER LINE B1PROFILE SCALE:STAMATCH LINE SEE SHEET 18+25WT12 4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0012" PVC12" PVC12" PVCSTA. 10+00.0 CONNECT TO EXISTING 12" WATER MAIN CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY SIGNIFICANT DISCREPANCIES T.O.P.=4904.59 STA. 15+08.5CONNECT TO EXISTING12" WATER MAINCONTRACTOR TO VERIFY LOCATIONPRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF ANYSIGNIFICANT DISCREPANCIEST.O.P.=4908.62 STA. 14+00.00 11.25° BEND T.O.P.=4908.49 STA. 10+00.00 CONNECT TO EXISTING 12" WATER MAIN L_R=131' T.O.P.=4904.59 STA. 15+05.84CONNECT TO EXISTING12" WATER MAINT.O.P.=4908.62 STA. 12+22.13 11.25° BEND T.O.P.=4908.13 STA. 14+85.061 - 12" ARVT.O.P.=4908.59STA. 14+96.1812"x12" TEE w/ MRJ3 - 12" BFV (W, N, S)1 - 12"x6" REDUCER (N)1 - TEMPORARY FH ASSEMBLY (N)RESTRAIN ENTIRE LINENORTH OF 12"x12" TEET.O.P.=4908.60 50.0' DEF.STA. 11+97.11 T.O.P.=4907.63 STA. 12+47.07 T.O.P.=4908.31 (@ 0.6°)88.9' DEF.STA. 10+47.51 T.O.P.=4904.75 STA. 11+36.43 T.O.P.=4906.05 (@ 0.3°)PROPOSEDGROUNDEXISTINGGROUND20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 12+32.13 BEGIN MECH. RESTRAINT STA: 12+12.13 106 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 14+96.18 BEGIN MECH. RESTRAINT STA: 13+90.00 GGGGGGGGGELECTCC T VAULT F.O. C ELECEEEEEFOFOFOFOFOCTVCTVCTVCTVCTVE E EEEEEWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30' UTILITYEASEMENT177.87 LF 12" PVCN11°07'22"W9.65 LF 12" PVCS89°57'07"WSTA. 10+00.00CONNECT TO EXISTING12" WATER MAINN:124175.21E:216072.12STA. 15+05.84CONNECT TO EXISTING12" WATER MAINCONTRACTOR TO VERIFY LOCATIONPRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF ANYSIGNIFICANT DISCREPANCIESN:124653.21E:215949.62LOT 4STA. 14+85.061 - 12" ARVN:124642.09E:215959.14STA. 14+96.1812"x12" TEE w/ MRJ3 - 12" BFV (W, N, S)1 - 12"x6" REDUCER w/ MRJ (N)1 - TEMPORARY FH ASSEMBLY (N)RESTRAIN ENTIRE LINENORTH OF 12"x12" TEEN:124653.21E:215959.27STA. 14+00.0011.25° BEND w/ MRJN:124557.04E:215958.00STA. 12+22.1311.25° BEND w/ MRJN:124382.51E:215992.31222.13 LF 12" PVCN21°03'26"W85.06 LF 12" PVCN00°45'56"EPROPOSED 30'UTILITY EASEMENT10' TRA IL5.00 CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531PROPOSED TRAIL EASEMENT(WIDTH VARIES)WT13PLAN & PROFILE WATER LINE C37 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE CKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT13NORTH 4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0012" PVC12" PVC12" PVCSTA. 10+00.0 CONNECT TO EXISTING 12" WATER MAIN CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY SIGNIFICANT DISCREPANCIES T.O.P.=4904.59 STA. 15+08.5CONNECT TO EXISTING12" WATER MAINCONTRACTOR TO VERIFY LOCATIONPRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF ANYSIGNIFICANT DISCREPANCIEST.O.P.=4908.62 STA. 14+00.00 11.25° BEND T.O.P.=4908.49 STA. 10+00.00 CONNECT TO EXISTING 12" WATER MAIN L_R=131' T.O.P.=4904.59 STA. 15+05.84CONNECT TO EXISTING12" WATER MAINT.O.P.=4908.62 STA. 12+22.13 11.25° BEND T.O.P.=4908.13 STA. 14+85.061 - 12" ARVT.O.P.=4908.59STA. 14+96.1812"x12" TEE w/ MRJ3 - 12" BFV (W, N, S)1 - 12"x6" REDUCER (N)1 - TEMPORARY FH ASSEMBLY (N)RESTRAIN ENTIRE LINENORTH OF 12"x12" TEET.O.P.=4908.60 50.0' DEF.STA. 11+97.11 T.O.P.=4907.63 STA. 12+47.07 T.O.P.=4908.31 (@ 0.6°)88.9' DEF.STA. 10+47.51 T.O.P.=4904.75 STA. 11+36.43 T.O.P.=4906.05 (@ 0.3°)PROPOSEDGROUNDEXISTINGGROUND20 FT OF MECH RESTRAINTEND MECH. RESTRAINT STA: 12+32.13 BEGIN MECH. RESTRAINT STA: 12+12.13 106 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 14+96.18 BEGIN MECH. RESTRAINT STA: 13+90.00 GGGGGGGGGELECTCC T VAULT F.O. C ELECEEEEEFOFOFOFOFOCTVCTVCTVCTVCTVE E EEEEEWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30' UTILITYEASEMENT177.87 LF 12" PVCN11°07'22"W9.65 LF 12" PVCS89°57'07"WSTA. 10+00.00CONNECT TO EXISTING12" WATER MAINN:124175.21E:216072.12STA. 15+05.84CONNECT TO EXISTING12" WATER MAINCONTRACTOR TO VERIFY LOCATIONPRIOR TO CONSTRUCTION ANDNOTIFY ENGINEER OF ANYSIGNIFICANT DISCREPANCIESN:124653.21E:215949.62LOT 4STA. 14+85.061 - 12" ARVN:124642.09E:215959.14STA. 14+96.1812"x12" TEE w/ MRJ3 - 12" BFV (W, N, S)1 - 12"x6" REDUCER w/ MRJ (N)1 - TEMPORARY FH ASSEMBLY (N)RESTRAIN ENTIRE LINENORTH OF 12"x12" TEEN:124653.21E:215959.27STA. 14+00.0011.25° BEND w/ MRJN:124557.04E:215958.00STA. 12+22.1311.25° BEND w/ MRJN:124382.51E:215992.31222.13 LF 12" PVCN21°03'26"W85.06 LF 12" PVCN00°45'56"EPROPOSED 30'UTILITY EASEMENT10' TRA IL5.00 CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531PROPOSED TRAIL EASEMENT(WIDTH VARIES)WT13PLAN & PROFILE WATER LINE C37 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE CKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY 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 INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH LARIMER COUNTY (LCUASS) STREET REPAIRSTANDARDS.10.ALL 12" PVC SHALL BE C-900 CR18.11.ALL WATER LINE LOWERINGS AND FITTINGS SHALL BE MECHANICALLY RESTRAINED.12.ALL JOINTS WITHIN THE CALCULATED RESTRAINT LENGTH (L_r) MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH (L_r) THAN ALL JOINTS BETWEEN THOSE FITTINGS SHALL BE RESTRAINED.13.ALL BENDS SHALL BE RESTRAINED A DISTANCE (L_r) EACH SIDE OF THE BEND ASSPECIFIED IN THE PROFILE.14.INSTALL 12"x2" TAPPED PLUG WITH TEMPORARY BLOW-OFF FOR TESTING. REMOVETEMPORARY BLOW-OFF AFTER CONSTRUCTION AND INSTALL 2" PLUG.EXISTING LOT LINEEASEMENT LINEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPCALL 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.CallRWT13NORTHGGGGGUDUDUDUDUD36" W36" W36" W36" W36" W36" W36" WNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPEEE EEEEEEWWWWWWWWWSSMH A4 (DROP MANHOLE)STA 18+76.66N: 124578.93E: 217102.34SSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.40EX SSMH ASTA 10+00.00N: 123702.78E: 217087.96SSMH A1STA 12+51.78N: 123954.07E: 217103.79211.90 LF 12" PVC @ 0.50%138.70 LF18" PVC@ 0.15%251.78 LF 18" PVC @ 0.34%119'ROW90'FL-FL94'ROW66'FL-FL84'ROW54'FL-FLSANITARY SEWER A2SEE SHEET SS4EXISTING CITY OFGREELEY 60" WATERLINEEXISTING 40' CITY OFGREELEY WATERLINEEASEMENTSTREET A (PRIVATE)CARRIAGE PARKWAYLAKE CANAL TIMNATH RE S E R V O I R INLET CANALTRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3SSMH A5STA 20+88.55N: 124776.94E: 217177.78POND OUTLET 2SEE SHEET ST6STORM DRAIN BSEE SHEET ST2STORM DRAIN ASEE SHEET ST1STORM DRAIN CSEE SHEET ST3WATER LINE ASEE SHEET WT1 - WT3A2 BEGIN 24'' STEEL CASINGSTA 16+21.51N: 124323.79E: 217102.3755.00 LF 18" PVC @ 0.15%TRACT GDE&IELOT 10LOT 11LOT 4LOT 3TRACT FDE&IELOT 5TRACT JDE&IETRACT KDE&IELOT 6159.52 LF18" PVC@ 0.15%SSMH A3STA 15+50.00N: 124252.28E: 217102.38326.66 LF 18" PVC @ 0.15%PROPOSED GROUNDWATERBARRIER (TYP.)PROPOSED GROUNDWATERBARRIER (TYP.)A3 END 24'' STEEL CASINGSTA 17+83.47N: 124485.75E: 217102.35161.97 LF 24" STEEL CASING @ 0.15%9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKTRACT QUDA&EAE5' SIDEWALK9' UTILITY EASEMENT4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+50251.78 LF 18" PVC @ 0.34%138.70 LF 18" PVC @ 0.15%EXISTING GROUNDPROPOSED GROUND211.90 LF 12" PVC @ 0.50%3.0' MIN.7.44'326.66 LF 18" PVC @ 0.15%161.97 LF 24" STEEL CASING @ 0.15%159.52 LF 18" PVC @ 0.15%GROUNDWATERBARRIERSTA.=10+15.00GROUNDWATERBARRIERSTA.=12+66.79GROUNDWATERBARRIERSTA.=14+05.48GROUNDWATERBARRIERSTA.=15+65.00GROUNDWATERBARRIERSTA.=18+91.66EX SSMH ASTA 10+00.00RIM 4913.1±INV. IN 4896.47 (N)INV. OUT 4896.17 (S)SSMH A1STA 12+51.78RIM 4914.9±INV. IN 4897.42 (N)INV. OUT 4897.32 (S) SSMH A2 (DROP MANHOLE) STA 13+90.48 RIM 4916.1± INV. IN 4898.01 (N) INV. IN 4897.75 (W) INV. IN 4903.89 (E) INV. OUT 4897.63 (S) SSMH A4 (DROP MANHOLE) STA 18+76.66 RIM 4918.2± INV. IN 4903.30 (N) INV. OUT 4898.84 (S) SSMH A3 STA 15+50.00 RIM 4918.1± INV. IN 4898.35 (N) INV. OUT 4898.25 (S) A3 END 24'' STEEL CASING STA 17+83.47 INV. 4898.45 (S) A2 BEGIN 24'' STEEL CASING STA 16+21.51 INV. 4898.20 (N)8" PVC WATERSTA.=14+00.47TOP=4910.7115' x4' CONCRETEBOX CULVERTTRIC CULVERT ASTA.=16+95.93INV.=4908.1330" RCPSTA.=18+55.68INV.=4912.3815' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT BSTA.=16+50.06INV.=4910.914" PVC IRRIGATIONSTA.=16+01.91INV.=4914.734" PVC IRRIGATIONSTA.=18+27.87INV.=4914.3360" WATERCITY OF GREELEYSTA.=17+42.57TOP=4908.55SS1PLAN & PROFILE SANITARY LINE A38 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LI N E M A T C H ST A 20 + 5 0SANITARY LINE ASTAMATCH LINE SEE SHEET 20+50 SS2 SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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.CallRSS1SS2SS3NORTH GGGGGUDUDUDUDUD36" W36" W36" W36" W36" W36" W36" WNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPEEE EEEEEEWWWWWWWWWSSMH A4 (DROP MANHOLE)STA 18+76.66N: 124578.93E: 217102.34SSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.40EX SSMH ASTA 10+00.00N: 123702.78E: 217087.96SSMH A1STA 12+51.78N: 123954.07E: 217103.79211.90 LF 12" PVC @ 0.50%138.70 LF18" PVC@ 0.15%251.78 LF 18" PVC @ 0.34%119'ROW90'FL-FL94'ROW66'FL-FL84'ROW54'FL-FLSANITARY SEWER A2SEE SHEET SS4EXISTING CITY OFGREELEY 60" WATERLINEEXISTING 40' CITY OFGREELEY WATERLINEEASEMENTSTREET A (PRIVATE)CARRIAGE PARKWAYLAKE CANAL TIMNATH RE S E R V O I R INLET CANALTRIC CULVERT ASEE SHEET TRIC1LAKE CANAL CULVERT BSEE SHEET LC3SSMH A5STA 20+88.55N: 124776.94E: 217177.78POND OUTLET 2SEE SHEET ST6STORM DRAIN BSEE SHEET ST2STORM DRAIN ASEE SHEET ST1STORM DRAIN CSEE SHEET ST3WATER LINE ASEE SHEET WT1 - WT3A2 BEGIN 24'' STEEL CASINGSTA 16+21.51N: 124323.79E: 217102.3755.00 LF 18" PVC @ 0.15%TRACT GDE&IELOT 10LOT 11LOT 4LOT 3TRACT FDE&IELOT 5TRACT JDE&IETRACT KDE&IELOT 6159.52 LF18" PVC@ 0.15%SSMH A3STA 15+50.00N: 124252.28E: 217102.38326.66 LF 18" PVC @ 0.15%PROPOSED GROUNDWATERBARRIER (TYP.)PROPOSED GROUNDWATERBARRIER (TYP.)A3 END 24'' STEEL CASINGSTA 17+83.47N: 124485.75E: 217102.35161.97 LF 24" STEEL CASING @ 0.15%9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKTRACT QUDA&EAE5' SIDEWALK9' UTILITY EASEMENT4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+50251.78 LF 18" PVC @ 0.34%138.70 LF 18" PVC @ 0.15%EXISTING GROUNDPROPOSED GROUND211.90 LF 12" PVC @ 0.50%3.0' MIN.7.44'326.66 LF 18" PVC @ 0.15%161.97 LF 24" STEEL CASING @ 0.15%159.52 LF 18" PVC @ 0.15%GROUNDWATERBARRIERSTA.=10+15.00GROUNDWATERBARRIERSTA.=12+66.79GROUNDWATERBARRIERSTA.=14+05.48GROUNDWATERBARRIERSTA.=15+65.00GROUNDWATERBARRIERSTA.=18+91.66EX SSMH ASTA 10+00.00RIM 4913.1±INV. IN 4896.47 (N)INV. OUT 4896.17 (S)SSMH A1STA 12+51.78RIM 4914.9±INV. IN 4897.42 (N)INV. OUT 4897.32 (S) SSMH A2 (DROP MANHOLE) STA 13+90.48 RIM 4916.1± INV. IN 4898.01 (N) INV. IN 4897.75 (W) INV. IN 4903.89 (E) INV. OUT 4897.63 (S) SSMH A4 (DROP MANHOLE) STA 18+76.66 RIM 4918.2± INV. IN 4903.30 (N) INV. OUT 4898.84 (S) SSMH A3 STA 15+50.00 RIM 4918.1± INV. IN 4898.35 (N) INV. OUT 4898.25 (S) A3 END 24'' STEEL CASING STA 17+83.47 INV. 4898.45 (S) A2 BEGIN 24'' STEEL CASING STA 16+21.51 INV. 4898.20 (N)8" PVC WATERSTA.=14+00.47TOP=4910.7115' x4' CONCRETEBOX CULVERTTRIC CULVERT ASTA.=16+95.93INV.=4908.1330" RCPSTA.=18+55.68INV.=4912.3815' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT BSTA.=16+50.06INV.=4910.914" PVC IRRIGATIONSTA.=16+01.91INV.=4914.734" PVC IRRIGATIONSTA.=18+27.87INV.=4914.3360" WATERCITY OF GREELEYSTA.=17+42.57TOP=4908.55SS1PLAN & PROFILE SANITARY LINE A38 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LI N E M A T C H ST A 20 + 5 0SANITARY LINE ASTAMATCH LINE SEE SHEET 20+50 SS2 SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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.CallRSS1SS2SS3NORTHUDNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A12STA 38+08.78N: 126062.96E: 218095.74SSMH A11STA 34+81.37N: 125735.54E: 218095.13SSMH A10STA 32+97.75N: 125554.14E: 218066.69327.42 LF 8" PVC @ 0.50%183.61 LF 8" PVC @ 0.50%180.38 LF 8" PVC @ 0.50%CARRIAGE PARKWAY84'ROW54'FL-FLWATER LINE ASEE SHEET WT1 - WT3POND 3 CULVERTSLOT 13LOT 12TRACT NDE&IEA5 END 12'' STEEL CASINGSTA 30+93.20N: 125374.97E: 217969.98PROPOSED GROUNDWATERBARRIER (TYP.)9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK49004905491049154920492549304935494032+0033+0034+0035+0036+0037+0038+0039+00EXISTING GROUNDPROPOSED GROUND183.61 LF 8" PVC @ 0.50%327.42 LF 8" PVC @ 0.50%180.38 LF 8" PVC @ 0.50%GROUNDWATERBARRIERSTA.=33+12.26GROUNDWATERBARRIERSTA.=34+95.87GROUNDWATERBARRIERSTA.=38+23.29SSMH A10STA 32+97.75RIM 4927.1±INV. IN 4912.62 (N)INV. OUT 4912.42 (SW) SSMH A11 STA 34+81.37 RIM 4928.2± INV. IN 4913.74 (N) INV. OUT 4913.54 (S) SSMH A12 STA 38+08.78 RIM 4928.3± INV. OUT 4915.38 (S)SS3PLAN & PROFILE SANITARY LINE A40 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA32+00 SANITARY LINE ASheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 32+00 SS2 CALL 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.CallRSS1SS2SS3NORTH UDNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A12STA 38+08.78N: 126062.96E: 218095.74SSMH A11STA 34+81.37N: 125735.54E: 218095.13SSMH A10STA 32+97.75N: 125554.14E: 218066.69327.42 LF 8" PVC @ 0.50%183.61 LF 8" PVC @ 0.50%180.38 LF 8" PVC @ 0.50%CARRIAGE PARKWAY84'ROW54'FL-FLWATER LINE ASEE SHEET WT1 - WT3POND 3 CULVERTSLOT 13LOT 12TRACT NDE&IEA5 END 12'' STEEL CASINGSTA 30+93.20N: 125374.97E: 217969.98PROPOSED GROUNDWATERBARRIER (TYP.)9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK49004905491049154920492549304935494032+0033+0034+0035+0036+0037+0038+0039+00EXISTING GROUNDPROPOSED GROUND183.61 LF 8" PVC @ 0.50%327.42 LF 8" PVC @ 0.50%180.38 LF 8" PVC @ 0.50%GROUNDWATERBARRIERSTA.=33+12.26GROUNDWATERBARRIERSTA.=34+95.87GROUNDWATERBARRIERSTA.=38+23.29SSMH A10STA 32+97.75RIM 4927.1±INV. IN 4912.62 (N)INV. OUT 4912.42 (SW) SSMH A11 STA 34+81.37 RIM 4928.2± INV. IN 4913.74 (N) INV. OUT 4913.54 (S) SSMH A12 STA 38+08.78 RIM 4928.3± INV. OUT 4915.38 (S)SS3PLAN & PROFILE SANITARY LINE A40 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:LINEMATCH STA32+00 SANITARY LINE ASheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPSTAMATCH LINE SEE SHEET 32+00 SS2 CALL 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.CallRSS1SS2SS3NORTHH2O12" SS12" SS12" SS12" SSWWWWWWNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.40SANITARY SEWER ASEE SHEET SS1LAKE CANALSTREET A (PRIVATE)CARRIAGE PARKWAY SSMH A2 (E)-1STA 13+83.06N: 124092.74E: 217485.45383.06 LF 8" PVC @ 0.50%A3 (E) END 12'' STEEL CASINGSTA 13+75.25N: 124092.74E: 217477.6557.17 LF 12" STEEL CASING @ 0.50%LAKE CANAL CULVERT ASEE SHEET LC2WATER LINE A1 (E)SEE SHEET WT8WATER LINE ASEE SHEET WT1WATER LINE A1SEE SHEET WT5LAKE CANAL CULVERT BSEE SHEET LC3TIMNATH RESERVOIR INLET CANALA2 (E) BEGIN 12'' STEEL CASINGSTA 13+18.08N: 124092.74E: 217420.489' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT89'ROW62'FL-FL5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTLOT 3LOT 5LOT 6TRACT QUDA&EAE84'ROW54'FL-FL 383.06 LF 8" PVC @ 0.50%57.17 LF 12" STEEL CASING @ 0.50%4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0014+50GROUNDWATERBARRIERSTA.=13+97.56GROUNDWATERBARRIERSTA.=10+15.00EXISTING LAKECANALEXISTING GROUNDPROPOSED GROUNDSSMH A2 (DROP MANHOLE)STA 13+90.48RIM 4916.1±INV. IN 4898.01 (N)INV. IN 4897.75 (W)INV. IN 4903.89 (E)INV. OUT 4897.63 (S) SSMH A2 (E)-1 STA 13+83.06 RIM 4916.8± INV. OUT 4905.80 (W) A3 (E) END 12'' STEEL CASING STA 13+75.25 INV. 4905.60 (W) A2 (E) BEGIN 12'' STEEL CASING STA 13+18.08 INV. 4905.31 (E)12" PVC WATERSTA.=10+18.40INV.=4909.7015' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT ASTA.=13+46.66INV.=4910.63KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS7PLAN & PROFILE SANITARY LINE A2 (E)44NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA7PROFILE SCALE:SANITARY LINE A2 (E)SheetRUDOLPH 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 130EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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.CallR H2O12" SS12" SS12" SS12" SSWWWWWWNPNPNPNPNPNPNPNPNPNPNPNPNPNPSSMH A2 (DROP MANHOLE)STA 13+90.48N: 124092.76E: 217102.40SANITARY SEWER ASEE SHEET SS1LAKE CANALSTREET A (PRIVATE)CARRIAGE PARKWAY SSMH A2 (E)-1STA 13+83.06N: 124092.74E: 217485.45383.06 LF 8" PVC @ 0.50%A3 (E) END 12'' STEEL CASINGSTA 13+75.25N: 124092.74E: 217477.6557.17 LF 12" STEEL CASING @ 0.50%LAKE CANAL CULVERT ASEE SHEET LC2WATER LINE A1 (E)SEE SHEET WT8WATER LINE ASEE SHEET WT1WATER LINE A1SEE SHEET WT5LAKE CANAL CULVERT BSEE SHEET LC3TIMNATH RESERVOIR INLET CANALA2 (E) BEGIN 12'' STEEL CASINGSTA 13+18.08N: 124092.74E: 217420.489' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT89'ROW62'FL-FL5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTLOT 3LOT 5LOT 6TRACT QUDA&EAE84'ROW54'FL-FL 383.06 LF 8" PVC @ 0.50%57.17 LF 12" STEEL CASING @ 0.50%4890489549004905491049154920492549304890489549004905491049154920492549309+5010+0011+0012+0013+0014+0014+50GROUNDWATERBARRIERSTA.=13+97.56GROUNDWATERBARRIERSTA.=10+15.00EXISTING LAKECANALEXISTING GROUNDPROPOSED GROUNDSSMH A2 (DROP MANHOLE)STA 13+90.48RIM 4916.1±INV. IN 4898.01 (N)INV. IN 4897.75 (W)INV. IN 4903.89 (E)INV. OUT 4897.63 (S) SSMH A2 (E)-1 STA 13+83.06 RIM 4916.8± INV. OUT 4905.80 (W) A3 (E) END 12'' STEEL CASING STA 13+75.25 INV. 4905.60 (W) A2 (E) BEGIN 12'' STEEL CASING STA 13+18.08 INV. 4905.31 (E)12" PVC WATERSTA.=10+18.40INV.=4909.7015' x4' CONCRETEBOX CULVERTLAKE CANAL CULVERT ASTA.=13+46.66INV.=4910.63KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SS7PLAN & PROFILE SANITARY LINE A2 (E)44NORTH( IN FEET )1 inch = ft.Feet0505050100150SSA7PROFILE SCALE:SANITARY LINE A2 (E)SheetRUDOLPH 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 130EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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.CallR4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00SSMH A7-1 STA 14+00.00 RIM 4925.6± INV. IN 4910.60 (NW) INV. OUT 4910.40 (SE)153.60 LF 8" PVC @ 0.50%SSMH A7-2 STA 15+53.60 RIM 4926.4± INV. IN 4911.57 (NW) INV. OUT 4911.37 (SE)175.77 LF 8" PVC @ 0.50%SSMH A7-3STA 17+29.37RIM 4927.4± INV. IN 4912.65 (NW) INV. OUT 4912.45 (SE)304.16 LF 8" PVC @ 0.50%SSMH A7-4STA 20+33.53RIM 4928.7±INV. OUT 4914.17 (SE)400.00 LF 8" PVC @ 0.50%SSMH A7 STA 27+50.00 RIM 4923.7± INV. IN 4908.40 (NE) INV. IN 4908.40 (NW) INV. OUT 4908.07 (SW)EXISTING GROUNDPROPOSED GROUND8" PVC WATERSTA.=14+23.67TOP=4920.3218" RCP STORMSTA.=10+14.22INV.=4917.86WUD UD U DNPSSMH A7-4STA 20+33.53N: 125945.81E: 217050.54SSMH A7-3STA 17+29.37N: 125766.28E: 217296.06SSMH A7-2STA 15+53.60N: 125636.89E: 217415.03SSMH A7-1STA 14+00.00N: 125505.69E: 217494.90304.16 LF 8" PVC @ 0.50%175.77 LF 8" PVC @ 0.50%153.60 LF 8" PVC @ 0.50%400.00 LF 8" PVC @ 0.50%STRE E T A ( P R I V A T E ) CARR I A G E P A R K W A Y CARRIAGE PARKWAYVIXEN DRIVEVIXEN DRIVESANITARY SEWER ASEE SHEET SS344'FL-FLSSMH A7STA 27+50.00N: 125164.01E: 217702.88WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9WATER LINE A1SEE SHEET WT371'ROWSTORM DRAIN BSEE SHEET ST2WATER LINE A2SEE SHEET WT109' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENT71'ROW44'FL-FLLOT 10LOT 12LOT 9TRACT MDE&IESS8PLAN & PROFILE SANITARY LINE A745 NORTH( IN FEET )1 inch = ft.Feet0505050100150SS8PROFILE SCALE:SANITARY LINE A7SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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.CallR 4900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00SSMH A7-1 STA 14+00.00 RIM 4925.6± INV. IN 4910.60 (NW) INV. OUT 4910.40 (SE)153.60 LF 8" PVC @ 0.50%SSMH A7-2 STA 15+53.60 RIM 4926.4± INV. IN 4911.57 (NW) INV. OUT 4911.37 (SE)175.77 LF 8" PVC @ 0.50%SSMH A7-3STA 17+29.37RIM 4927.4± INV. IN 4912.65 (NW) INV. OUT 4912.45 (SE)304.16 LF 8" PVC @ 0.50%SSMH A7-4STA 20+33.53RIM 4928.7±INV. OUT 4914.17 (SE)400.00 LF 8" PVC @ 0.50%SSMH A7 STA 27+50.00 RIM 4923.7± INV. IN 4908.40 (NE) INV. IN 4908.40 (NW) INV. OUT 4908.07 (SW)EXISTING GROUNDPROPOSED GROUND8" PVC WATERSTA.=14+23.67TOP=4920.3218" RCP STORMSTA.=10+14.22INV.=4917.86WUD UD U DNPSSMH A7-4STA 20+33.53N: 125945.81E: 217050.54SSMH A7-3STA 17+29.37N: 125766.28E: 217296.06SSMH A7-2STA 15+53.60N: 125636.89E: 217415.03SSMH A7-1STA 14+00.00N: 125505.69E: 217494.90304.16 LF 8" PVC @ 0.50%175.77 LF 8" PVC @ 0.50%153.60 LF 8" PVC @ 0.50%400.00 LF 8" PVC @ 0.50%STRE E T A ( P R I V A T E ) CARR I A G E P A R K W A Y CARRIAGE PARKWAYVIXEN DRIVEVIXEN DRIVESANITARY SEWER ASEE SHEET SS344'FL-FLSSMH A7STA 27+50.00N: 125164.01E: 217702.88WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9WATER LINE A1SEE SHEET WT371'ROWSTORM DRAIN BSEE SHEET ST2WATER LINE A2SEE SHEET WT109' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENT71'ROW44'FL-FLLOT 10LOT 12LOT 9TRACT MDE&IESS8PLAN & PROFILE SANITARY LINE A745 NORTH( IN FEET )1 inch = ft.Feet0505050100150SS8PROFILE SCALE:SANITARY LINE A7SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATERPROPOSED WATER LINEPROPOSED STORM SEWERLEGEND:NOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROPERTY BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICEEXISTING STORM SEWEREXISTING EDGE OF ASPHALT/ / / / / / / // / / / / / / /PROPOSED CENTERLINEEGTEXISTING IRRIGATION BOXSSWVAULTELECHYDCONTROLIRRH2OGEXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWEREXISTING WATEREXISTING ELECTRICEXISTING ELECTRIC VAULTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING GAS METEREXISTING TELEPHONE PEDESTALPROPOSED NON-POTABLE WATERNPCALL 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.CallRUDUDUDUDUDUDNP NPPOND 3POND 3FES C1-A1STA 12+27.73N: 125328.78E: 218059.65FES C1-C1STA 12+27.68N: 125313.40E: 218055.22FES C1-ASTA 10+10.00N: 125389.00E: 217850.44FES C1-CSTA 10+10.00N: 125373.63E: 217846.01STORM DRAIN BSEE SHEET ST2CARRIAGE PARKWAYFES C1-BSTA 10+10.00N: 125381.31E: 217848.23FES C1-B1STA 12+27.70N: 125321.68E: 218057.60WATER LINE ASEE SHEET WT3SANITARY SEWER ASEE SHEET SS39' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK 5' SIDEWALK64'FL-FL94'ROW217.70 LF 36" RCP @ 0.70%217.70 LF 36" RCP @ 0.70%LOT 13TRACT MDE&IETRACT NDE&IEUDUDUDNPNPNPNPNPNPNPNPNPNPNPNPWWWWWWWWPOND 2POND 2WALL H4STA 11+56.71N: 124792.07E: 216395.37WALL HSTA 10+00.00N: 124767.78E: 216545.39STREET A (PRIVATE)INLET H3STA 11+10.98N: 124792.07E: 216441.10INLET H2STA 10+61.00N: 124792.07E: 216491.08WATER LINE A1SEE SHEET WT6SANITARY SEWER A2 (W)SEE SHEET SS5IRRIGATIONPUMP HOUSECULVERT BEND H1STA 10+47.48N: 124792.07E: 216504.609' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROW13.52 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%45.73 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%49.98 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%47.48 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%LOT 10TRACT PUDA&EAETRACT HDE&IETRACT JDE&IE4895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0012+5018" MIN.WALL H STA 10+00.00 INV. 4909.00 (NW) INLET H3 STA 11+10.98 FL. EL 4915.7± INV. IN 4909.00 (W) INV. OUT 4909.00 (E) WALL H4 STA 11+56.71 INV. 4909.00 (E) INLET H2 STA 10+61.00 FL. EL 4915.7± INV. IN 4909.00 (W) INV. OUT 4909.00 (E)PROPOSED GROUNDEXISTING GROUNDCULVERT BEND H1 STA 10+47.48 INV. 4909.00 (W) INV. 4909.00 (SE)PUBLICLY OWNED AND MAINTAINED20" WATERSTA.=10+70.98TOP=4907.1713.52 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%47.48 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%49.98 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%45.73 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%15" PVC SANITARYSTA.=10+85.99INV.=4900.044900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0018" MIN.FES C1-B1STA 12+27.70INV. 4918.02 (W)FES C1-BSTA 10+10.00INV. 4916.50 (E)PROPOSED GROUNDEXISTINGGROUNDPRIVATELY OWNED AND MAINTAINED24" WATERSTA.=11+38.94TOP=4915.558" PVC SANITARYSTA.=11+14.58INV.=4910.77217.70 LF 36" RCP @ 0.70%ST7PLAN & PROFILE POND 3 CULVERTS & BOX CULVERT H52 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:POND 3 CULVERTSSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:NPPROPOSED NON-POTABLE WATER LINECALL 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.CallRBOX CULVERT HPROFILE SCALE:PONDCULVERT 2PONDCULVERT 1SEE PLANS BY OTHERS FOR ADDITIONAL DETAIL UDUDUDUDUDUDNP NPPOND 3POND 3FES C1-A1STA 12+27.73N: 125328.78E: 218059.65FES C1-C1STA 12+27.68N: 125313.40E: 218055.22FES C1-ASTA 10+10.00N: 125389.00E: 217850.44FES C1-CSTA 10+10.00N: 125373.63E: 217846.01STORM DRAIN BSEE SHEET ST2CARRIAGE PARKWAYFES C1-BSTA 10+10.00N: 125381.31E: 217848.23FES C1-B1STA 12+27.70N: 125321.68E: 218057.60WATER LINE ASEE SHEET WT3SANITARY SEWER ASEE SHEET SS39' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK 5' SIDEWALK64'FL-FL94'ROW217.70 LF 36" RCP @ 0.70%217.70 LF 36" RCP @ 0.70%LOT 13TRACT MDE&IETRACT NDE&IEUDUDUDNPNPNPNPNPNPNPNPNPNPNPNPWWWWWWWWPOND 2POND 2WALL H4STA 11+56.71N: 124792.07E: 216395.37WALL HSTA 10+00.00N: 124767.78E: 216545.39STREET A (PRIVATE)INLET H3STA 11+10.98N: 124792.07E: 216441.10INLET H2STA 10+61.00N: 124792.07E: 216491.08WATER LINE A1SEE SHEET WT6SANITARY SEWER A2 (W)SEE SHEET SS5IRRIGATIONPUMP HOUSECULVERT BEND H1STA 10+47.48N: 124792.07E: 216504.609' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROW13.52 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%45.73 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%49.98 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%47.48 LF 15'x4' CONCRETE BOX CULVERT @ 0.000%LOT 10TRACT PUDA&EAETRACT HDE&IETRACT JDE&IE4895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0012+5018" MIN.WALL H STA 10+00.00 INV. 4909.00 (NW) INLET H3 STA 11+10.98 FL. EL 4915.7± INV. IN 4909.00 (W) INV. OUT 4909.00 (E) WALL H4 STA 11+56.71 INV. 4909.00 (E) INLET H2 STA 10+61.00 FL. EL 4915.7± INV. IN 4909.00 (W) INV. OUT 4909.00 (E)PROPOSED GROUNDEXISTING GROUNDCULVERT BEND H1 STA 10+47.48 INV. 4909.00 (W) INV. 4909.00 (SE)PUBLICLY OWNED AND MAINTAINED20" WATERSTA.=10+70.98TOP=4907.1713.52 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%47.48 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%49.98 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%45.73 LF 15'x4'CONCRETE BOX CULVERT @ 0.000%15" PVC SANITARYSTA.=10+85.99INV.=4900.044900490549104915492049254930493549404900490549104915492049254930493549409+5010+0011+0012+0013+0018" MIN.FES C1-B1STA 12+27.70INV. 4918.02 (W)FES C1-BSTA 10+10.00INV. 4916.50 (E)PROPOSED GROUNDEXISTINGGROUNDPRIVATELY OWNED AND MAINTAINED24" WATERSTA.=11+38.94TOP=4915.558" PVC SANITARYSTA.=11+14.58INV.=4910.77217.70 LF 36" RCP @ 0.70%ST7PLAN & PROFILE POND 3 CULVERTS & BOX CULVERT H52 NORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:POND 3 CULVERTSSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRBOX CULVERT HPROFILE SCALE:PONDCULVERT 2PONDCULVERT 1SEE PLANS BY OTHERS FOR ADDITIONAL DETAILE E E E E E E E E E E NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPWWWWWWWWWWPOND 2WALL TRIC B1STA 11+57.72N: 124653.13E: 216404.58WALL TRIC BSTA 10+00.00N: 124560.54E: 216532.26157.72 LF 15'x4' CONCRETE BOX CULVERT @ 0.006%14" STEEL CASING FOR12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS18" STEEL CASING FOR15" SANITARY MAINTO BE INSTALLED WITHLAKE CANAL IMPROVEMENTSA2 (W) BEGIN 24'' STEEL CASINGINV. IN=4899.22 (N)N:124525.37E:216466.09BEGIN 20'' STEEL CASINGINV. IN=4904.64 (N)N:124524.77E:216481.09A3 (W) END 24'' STEEL CASINGINV. OUT=4899.54 (S)N:124715.12E:216466.09END 20'' STEEL CASINGINV. OUT=4904.64 (S)N:124617.33E:216481.09LAKE CANAL CULVERT CSEE SHEET LC3EXISTING 60" GREELEYWATER MAIN50' CACHE LA POUDREACCESS EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROWSTREET A(PRIVATE)E E E E E E E EEEENPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NPNPNPWWWWWWWWWWPOND 2LAKE CANAL CULVERT BSEE SHEET LC3WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1A2 BEGIN 24'' STEEL CASINGINV. IN=4898.20 (N)N:124323.79E:217102.37A3 END 24'' STEEL CASINGINV. OUT=4898.45 (S)N:124485.75E:217102.3524" STEEL CASING FOR12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FOR18" SANITARY MAINTO BE INSTALLED WITHLAKE CANAL IMPROVEMENTSWALL TRIC A1STA 11+51.56N: 124404.40E: 217028.38WALL TRIC ASTA 10+00.00N: 124391.76E: 217179.42151.56 LF 15'x4'CONCRETE BOX CULVERT @ 0.007%EXISTING 60" GREELEYWATER MAIN50' CACHE LA POUDREACCESS EASEMENTEND 24'' STEEL CASINGINV. OUT=4904.26 (S)N:124414.52E:217120.85BEGIN 24'' STEEL CASINGINV. IN=4904.26 (N)N:124333.28E:217120.8484'ROW54'FL-FL9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTCARRIAGE PARKWAY 48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25EXISTING GROUNDPROPOSED GROUND24" WATERSTEEL CASINGSTA.=10+58.78TOP=4906.2924" SANITARYSTEEL CASINGSTA.=10+77.33INV.=4898.32151.56 LF 15'x4'CONCRETE BOX CULVERT @ 0.007%WALL TRIC A1STA 11+51.56INV. 4908.13 (E)WALL TRIC ASTA 10+00.00INV. 4908.12 (W)18" MINPRIVATELYOWNED ANDMAINTAINED48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25157.72 LF 15'x4' CONCRETE BOX CULVERT@ 0.006%WALL TRIC B1 STA 11+57.72 INV. 4908.18 (SE) WALL TRIC B STA 10+00.00 INV. 4908.17 (NW)EXISTING GROUNDPROPOSED GROUND24" SANITARYSTEEL CASINGSTA.=10+81.75INV.=4899.3620" WATERSTEEL CASINGSTA.=10+63.22TOP=4906.3418" MIN.PRIVATELYOWNED ANDMAINTAINEDTRIC1PLAN & PROFILE TRIC CULVERTS CANAL A & B54 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:TRIC CULVERT BSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRTRIC CULVERT APROFILE SCALE:TRIC ATRIC BSEE PLANS BY OTHERS FOR ADDITIONAL DETAILSEE PLANS BY OTHERS FOR ADDITIONAL DETAIL E E E E E E E E E E E NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPWWWWWWWWWWPOND 2WALL TRIC B1STA 11+57.72N: 124653.13E: 216404.58WALL TRIC BSTA 10+00.00N: 124560.54E: 216532.26157.72 LF 15'x4' CONCRETE BOX CULVERT @ 0.006%14" STEEL CASING FOR12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS18" STEEL CASING FOR15" SANITARY MAINTO BE INSTALLED WITHLAKE CANAL IMPROVEMENTSA2 (W) BEGIN 24'' STEEL CASINGINV. IN=4899.22 (N)N:124525.37E:216466.09BEGIN 20'' STEEL CASINGINV. IN=4904.64 (N)N:124524.77E:216481.09A3 (W) END 24'' STEEL CASINGINV. OUT=4899.54 (S)N:124715.12E:216466.09END 20'' STEEL CASINGINV. OUT=4904.64 (S)N:124617.33E:216481.09LAKE CANAL CULVERT CSEE SHEET LC3EXISTING 60" GREELEYWATER MAIN50' CACHE LA POUDREACCESS EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROWSTREET A(PRIVATE)E E E E E E E EEEENPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NPNPNPWWWWWWWWWWPOND 2LAKE CANAL CULVERT BSEE SHEET LC3WATER LINE ASEE SHEET WT1SANITARY SEWER ASEE SHEET SS1A2 BEGIN 24'' STEEL CASINGINV. IN=4898.20 (N)N:124323.79E:217102.37A3 END 24'' STEEL CASINGINV. OUT=4898.45 (S)N:124485.75E:217102.3524" STEEL CASING FOR12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FOR18" SANITARY MAINTO BE INSTALLED WITHLAKE CANAL IMPROVEMENTSWALL TRIC A1STA 11+51.56N: 124404.40E: 217028.38WALL TRIC ASTA 10+00.00N: 124391.76E: 217179.42151.56 LF 15'x4'CONCRETE BOX CULVERT @ 0.007%EXISTING 60" GREELEYWATER MAIN50' CACHE LA POUDREACCESS EASEMENTEND 24'' STEEL CASINGINV. OUT=4904.26 (S)N:124414.52E:217120.85BEGIN 24'' STEEL CASINGINV. IN=4904.26 (N)N:124333.28E:217120.8484'ROW54'FL-FL9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTCARRIAGE PARKWAY 48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25EXISTING GROUNDPROPOSED GROUND24" WATERSTEEL CASINGSTA.=10+58.78TOP=4906.2924" SANITARYSTEEL CASINGSTA.=10+77.33INV.=4898.32151.56 LF 15'x4'CONCRETE BOX CULVERT @ 0.007%WALL TRIC A1STA 11+51.56INV. 4908.13 (E)WALL TRIC ASTA 10+00.00INV. 4908.12 (W)18" MINPRIVATELYOWNED ANDMAINTAINED48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0012+25157.72 LF 15'x4' CONCRETE BOX CULVERT@ 0.006%WALL TRIC B1 STA 11+57.72 INV. 4908.18 (SE) WALL TRIC B STA 10+00.00 INV. 4908.17 (NW)EXISTING GROUNDPROPOSED GROUND24" SANITARYSTEEL CASINGSTA.=10+81.75INV.=4899.3620" WATERSTEEL CASINGSTA.=10+63.22TOP=4906.3418" MIN.PRIVATELYOWNED ANDMAINTAINEDTRIC1PLAN & PROFILE TRIC CULVERTS CANAL A & B54 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:TRIC CULVERT BSheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FORTHEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYINLET SCHEDULE:INLET IDTYPEA115' TYPE RA210' TYPE RC320' TYPE RF215' TYPE RF315' TYPE RG25' TYPE RG35' TYPE RH215' TYPE RH315' TYPE RI320' TYPE RNPPROPOSED NON-POTABLE WATER LINECALL 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.CallRTRIC CULVERT APROFILE SCALE:TRIC ATRIC BSEE PLANS BY OTHERS FOR ADDITIONAL DETAILSEE PLANS BY OTHERS FOR ADDITIONAL DETAILE E E E E E EEEEEEELEC ELECELEC ELEC FO FO FO FO FO FO FO FO E E E E E ECTV XXXXG G G G G XXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / E E E E E E E E WG X XC WALL ASTA 10+00.00N: 123483.24E: 217401.9443.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%BEND A1STA 10+43.26N: 123523.35E: 217385.74STRM MH LC A3STA.=11+97.41OFFSET=5.1 FT EASTRIM ELEV.=4916.36BEND A2STA 11+62.11N: 123642.21E: 217385.76END 24'' STEEL CASING BINV. OUT=4906.50 (W)N:123605.70E:217403.59BEGIN 24'' STEEL CASING BINV. IN=4906.50 (E)N:123605.71E:217367.93118.85 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%FES E2INV. OUT=4912.64 (W)N:123663.01E:217457.5260.67 LF 21" RCP @ 0.50%24" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSPIPE CONNECTION A3-1STA 11+92.45N: 123671.20E: 217397.41440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%30.31 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%ROW VARIES78'FL -EOAPROSPECT ROADA3STA 11+92.42N: 123672.22E: 217389.984895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0013+0014+0014+5024" WATERSTEEL CASINGSTA.=11+25.61TOP=4908.54STA.=10+47.7± EX. FIBER OPTIC LINE STA.=10+47.9± EX. CABLE LINE STA.=10+53.7± EX. GAS LINE STA.=10+92.1± EX. POWER LINE STA.=10+98.6± EX. POWER LINE STA.=10+48.8± EX. POWER LINE WALL A STA 10+00.00 INV. 4910.30 (N) BEND A1 STA 10+43.26 INV. 4910.33 (N) INV. 4910.33 (S) BEND A2 STA 11+62.11 INV. 4910.39 (N) INV. 4910.39 (S) WALL A STA 10+00.00 INV. 4910.30 (N)EXISTING GROUNDPROPOSED GROUNDPIPE CONNECTION A3-121" RCPSTA.=11+92.45INV.=4912.34PRIVATELYOWNED ANDMAINTAINED43.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%118.85 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%30.31 LF 15'x4' RCB @ 0.053%440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%A3 STA 11+92.42 INV. 4910.41 (N) INV. 4910.41 (S) INV. 4912.34 (E) STRM MH LC A3 STA 11+97.41 RIM 4916.4±LC1PLAN & PROFILE LAKE CANAL CULVERT A55 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 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.CallREXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYLC1LINEMATCH STA14+50 LAKE CANAL CULVERT ASTAMATCH LINE SEE SHEET 14+50LC2 SheetRUDOLPH 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 130LC2SEE PLANS BY OTHERS FOR ADDITIONAL DETAIL ELEC E E E E E E EEEEEEELEC ELEC ELECELEC ELEC FO FO FO FO FO FO FO FO E E E E E ECTV XXXXG G G G G XXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / E E E E E E E E WG X XC WALL ASTA 10+00.00N: 123483.24E: 217401.9443.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%BEND A1STA 10+43.26N: 123523.35E: 217385.74STRM MH LC A3STA.=11+97.41OFFSET=5.1 FT EASTRIM ELEV.=4916.36BEND A2STA 11+62.11N: 123642.21E: 217385.76END 24'' STEEL CASING BINV. OUT=4906.50 (W)N:123605.70E:217403.59BEGIN 24'' STEEL CASING BINV. IN=4906.50 (E)N:123605.71E:217367.93118.85 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%FES E2INV. OUT=4912.64 (W)N:123663.01E:217457.5260.67 LF 21" RCP @ 0.50%24" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSPIPE CONNECTION A3-1STA 11+92.45N: 123671.20E: 217397.41440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%30.31 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%ROW VARIES78'FL -EOAPROSPECT ROADA3STA 11+92.42N: 123672.22E: 217389.984895490049054910491549204925493049354895490049054910491549204925493049359+5010+0011+0012+0013+0014+0014+5024" WATERSTEEL CASINGSTA.=11+25.61TOP=4908.54STA.=10+47.7± EX. FIBER OPTIC LINE STA.=10+47.9± EX. CABLE LINE STA.=10+53.7± EX. GAS LINE STA.=10+92.1± EX. POWER LINE STA.=10+98.6± EX. POWER LINE STA.=10+48.8± EX. POWER LINE WALL A STA 10+00.00 INV. 4910.30 (N) BEND A1 STA 10+43.26 INV. 4910.33 (N) INV. 4910.33 (S) BEND A2 STA 11+62.11 INV. 4910.39 (N) INV. 4910.39 (S) WALL A STA 10+00.00 INV. 4910.30 (N)EXISTING GROUNDPROPOSED GROUNDPIPE CONNECTION A3-121" RCPSTA.=11+92.45INV.=4912.34PRIVATELYOWNED ANDMAINTAINED43.26 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%118.85 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%30.31 LF 15'x4' RCB @ 0.053%440.74 LF 15'x4'CONCRETE BOX CULVERT @ 0.053%A3 STA 11+92.42 INV. 4910.41 (N) INV. 4910.41 (S) INV. 4912.34 (E) STRM MH LC A3 STA 11+97.41 RIM 4916.4±LC1PLAN & PROFILE LAKE CANAL CULVERT A55 NORTH( IN FEET )1 inch = ft.Feet03030306090PROFILE SCALE:KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 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.CallREXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYLC1LINEMATCH STA14+50 LAKE CANAL CULVERT ASTAMATCH LINE SEE SHEET 14+50LC2 SheetRUDOLPH 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 130LC2SEE PLANS BY OTHERS FOR ADDITIONAL DETAILWWWWWWWWE E E E E E E E E E TRIC CANALWALL LC C1STA 11+42.90N: 124598.30E: 216410.41WALL LC CSTA 9+99.50N: 124511.56E: 216524.60LAKE CANALBEGIN 20'' STEEL CASINGINV. IN=4904.64 (N)N:124524.77E:216481.09END 20'' STEEL CASINGINV. OUT=4904.64 (S)N:124617.33E:216481.09A2 (W) BEGIN 24'' STEEL CASINGINV. IN=4899.22 (N)N:124525.37E:216466.09EXISTING 60" GREELEYWATER MAIN20" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 15" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROWSTREET A(PRIVATE)WWWWWWWWWWWE E E E E E E E GARDEN 4WALL LC B1STA 11+23.95N: 124356.14E: 217041.86WALL LC BSTA 9+99.50N: 124348.33E: 217166.06TRIC CANALLAKE CANALA2 BEGIN 24'' STEEL CASINGINV. IN=4898.20 (N)N:124323.79E:217102.37EXISTING 60" GREELEYWATER MAIN24" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 18" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSEND 24'' STEEL CASINGINV. OUT=4904.26 (S)N:124414.52E:217120.85BEGIN 24'' STEEL CASINGINV. IN=4904.26 (N)N:124333.28E:217120.8484'ROW 54'FL-FL9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENTCARRIAGE PARKWAY5' SIDEWALK 48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0024" WATERSTEEL CASINGSTA.=10+44.81TOP=4906.2924" SANITARYSTEEL CASINGSTA.=10+63.32INV.=4898.25WALL LC BSTA 9+99.50INV. 4910.88 (W)WALL LC B1STA 11+23.95INV. 4910.95 (E)EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINED124.45 LF 15'x4'CONCRETE BOX CULVERT @ 0.052%48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0020" WATERSTEEL CASINGSTA.=10+54.14TOP=4906.3424" SANITARYSTEEL CASINGSTA.=10+72.97INV.=4899.27WALL LC C1 STA 11+42.90 INV. 4911.31 (SE) WALL LC C STA 9+99.50 INV. 4911.24 (NW)EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINED143.40 LF 15'x4'CONCRETE BOX CULVERT @ 0.051%LC3PLAN & PROFILE LAKE CANAL CULVERT B & C57 NORTH( IN FEET )1 inch = ft.Feet03030306090LAKE CANAL CULVERT CKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 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.CallRLAKE CANAL CULVERT BPROFILE SCALE:PROFILE SCALE:EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYCULVERTCCULVERTBSheetRUDOLPH 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 130SEE PLANS BY OTHERS FOR ADDITIONAL DETAILSEE PLANS BY OTHERS FOR ADDITIONAL DETAIL WWWWWWWWE E E E E E E E E E TRIC CANALWALL LC C1STA 11+42.90N: 124598.30E: 216410.41WALL LC CSTA 9+99.50N: 124511.56E: 216524.60LAKE CANALBEGIN 20'' STEEL CASINGINV. IN=4904.64 (N)N:124524.77E:216481.09END 20'' STEEL CASINGINV. OUT=4904.64 (S)N:124617.33E:216481.09A2 (W) BEGIN 24'' STEEL CASINGINV. IN=4899.22 (N)N:124525.37E:216466.09EXISTING 60" GREELEYWATER MAIN20" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 15" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL5' SIDEWALK5' SIDEWALK77'ROWSTREET A(PRIVATE)WWWWWWWWWWWE E E E E E E E GARDEN 4WALL LC B1STA 11+23.95N: 124356.14E: 217041.86WALL LC BSTA 9+99.50N: 124348.33E: 217166.06TRIC CANALLAKE CANALA2 BEGIN 24'' STEEL CASINGINV. IN=4898.20 (N)N:124323.79E:217102.37EXISTING 60" GREELEYWATER MAIN24" STEEL CASING FORFUTURE 12" WATER MAINTO BE INSTALLED WITHCANAL IMPROVEMENTS24" STEEL CASING FORFUTURE 18" SANITARY MAINTO BE INSTALLED WITHCANAL IMPROVEMENTSEND 24'' STEEL CASINGINV. OUT=4904.26 (S)N:124414.52E:217120.85BEGIN 24'' STEEL CASINGINV. IN=4904.26 (N)N:124333.28E:217120.8484'ROW 54'FL-FL9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENTCARRIAGE PARKWAY5' SIDEWALK 48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0024" WATERSTEEL CASINGSTA.=10+44.81TOP=4906.2924" SANITARYSTEEL CASINGSTA.=10+63.32INV.=4898.25WALL LC BSTA 9+99.50INV. 4910.88 (W)WALL LC B1STA 11+23.95INV. 4910.95 (E)EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINED124.45 LF 15'x4'CONCRETE BOX CULVERT @ 0.052%48954900490549104915492049254930489549004905491049154920492549309+2510+0011+0012+0020" WATERSTEEL CASINGSTA.=10+54.14TOP=4906.3424" SANITARYSTEEL CASINGSTA.=10+72.97INV.=4899.27WALL LC C1 STA 11+42.90 INV. 4911.31 (SE) WALL LC C STA 9+99.50 INV. 4911.24 (NW)EXISTING GROUNDPROPOSED GROUNDPRIVATELYOWNED ANDMAINTAINED143.40 LF 15'x4'CONCRETE BOX CULVERT @ 0.051%LC3PLAN & PROFILE LAKE CANAL CULVERT B & C57 NORTH( IN FEET )1 inch = ft.Feet03030306090LAKE CANAL CULVERT CKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 CALL 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.CallRLAKE CANAL CULVERT BPROFILE SCALE:PROFILE SCALE:EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.SEE DETAIL SHEET D1 FOR RIP-RAP SCHEDULE.PROPOSED RIGHT OF WAYCULVERTCCULVERTBSheetRUDOLPH 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 130SEE PLANS BY OTHERS FOR ADDITIONAL DETAILSEE PLANS BY OTHERS FOR ADDITIONAL DETAILSSSSSSSSSSSSSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSSWELLWELLWELLWELLWELLWELLWELLWELLSOUTHEAST FRONTAGE ROADINTERSTATE 25 EXISTING 10" PVCSANITARY SEWERPROJECTBOUNDARYLOT 8TRACT IDE&IETRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 9EXISTING10' UTILITYEASEMENT5' PUBLICUTILITY EASEMENT2.4%2.4%1.2% 1 . 1%PROPOSED DITCHREALIGNMENT(20.82)(18.81)(18.51)(18.56)18.0919.6320.9020.1717.7716.7219.961 6 . 2 9 19.7115.2618.6918.6618.5218.50 22.5719.3010' WIDE REGIONAL TRAIL0.3%0 . 3% 0.3 %0.3% 0.3%0.3%EXISTING 44'SANITARY EASEMENT100-YEAR BOXELDERFLOODPLAINBOXELDER FLOODWAYEROSION BUFFER ZONE1.9%10' WIDE REGIONAL TRAILWETLAND BUFFERCONCRETECHANNEL(SEE DETAIL)CONCRETECHANNEL(SEE DETAIL)18.5219.7117.5827.0025.0024.3623.0025.7026.7127.6224.7520.4222.4419.5221.6118.5422.59G1GRADING PLAN59CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET G2 1.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.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9 SSSSSSSSSSSSSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSWELL WELL WELL WELL WELL WELL WELL WELLSOUTHEAST FRONTAGE ROADINTERSTATE 25 EXISTING 10" PVCSANITARY SEWERPROJECTBOUNDARYLOT 8TRACT IDE&IETRACT COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACELOT 9EXISTING10' UTILITYEASEMENT5' PUBLICUTILITY EASEMENT2.4%2.4%1.2% 1 . 1%PROPOSED DITCHREALIGNMENT(20.82)(18.81)(18.51)(18.56)18.0919.6320.9020.1717.7716.7219.961 6 . 2 9 19.7115.2618.6918.6618.5218.50 22.5719.3010' WIDE REGIONAL TRAIL0.3%0 . 3% 0.3 %0.3% 0.3%0.3%EXISTING 44'SANITARY EASEMENT100-YEAR BOXELDERFLOODPLAINBOXELDER FLOODWAYEROSION BUFFER ZONE1.9%10' WIDE REGIONAL TRAILWETLAND BUFFERCONCRETECHANNEL(SEE DETAIL)CONCRETECHANNEL(SEE DETAIL)18.5219.7117.5827.0025.0024.3623.0025.7026.7127.6224.7520.4222.4419.5221.6118.5422.59G1GRADING PLAN59CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET G2 1.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.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPESPROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKEXISTING SECTION LINESheetRUDOLPH 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 130MATCH LINE - SEE SHEET G4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 G1G2G3G4G5G6G7G8G9F ESCONTROLIRRCONTROLIRRV.P.FESDDFESFESDDDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY6' SIDEWALK30' UTILITYEASEMENTPROSPECT ROADPROSPECT ROADROW VARIES6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'R65'R85'STORM DRAIN CSEE SHEET ST3TIE INTO EXISTINGCURB & GUTTERSTA 12+55TIE INTO EXISTING6' SIDEWALKSTORM DRAIN DSEE SHEET ST4POND OUTLET 1SEE SHEET ST6LAKE CANAL CULVERT ASTA. = 19+52.92(PROSPECT ROAD)STA. = 10+00.00(CARRIAGE PARKWAY)PROPOSED 30"CURB & GUTTERPROPOSED 18"CURB & GUTTER78'FL -EOASTORM DRAIN ISEE SHEET ST3PROPOSEDEDGE OFASPHALT490549104915492049254905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004916.034913.58 4912.28 4911.82 4912.28 4912.90 4913.95 4916.834915.314914.664914.084913.164912.804912.53 4912.07 4911.92 4911.84 4911.87 4911.98 4912.13 4912.43 4912.58 4912.73 4913.16 4913.43 4913.69 4914.21 4914.48 4914.74 -3.50%-1.00%0.60%1.05%1.05%PVI STA = 12+59.09PVI ELEV = 4917.37 PVI STA = 17+94.87 PVI ELEV = 4912.85 PVI STA = 19+52.92 PVI ELEV = 4914.51 210.0' VCPVI STA = 13+66.62PVI ELEV = 4913.61BCVS: 12+61.62BVCE: 4917.29ECVS: 14+71.62EVCE: 4912.56 A.D. = 2.50K = 84.00155.0' VCLP ELEV = 4911.82LP STA = 15+94.20PVI STA = 15+74.83PVI ELEV = 4911.53BCVS: 14+97.33 BVCE: 4912.30 ECVS: 16+52.33 EVCE: 4911.99 A.D. = 1.60K = 96.8749004905491049154920492549004905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004914.504912.13 4910.84 4910.27 4910.85 4911.47 4912.52 4915.274913.804913.184912.624911.724911.374911.09 4910.59 4910.46 4910.33 4910.40 4910.55 4910.70 4911.00 4911.15 4911.30 4911.73 4911.99 4912.26 4912.78 4913.04 4913.31 -3.36%1.05%1.05%0.60%-1.00%-1.00%-0.50%0.50%0.60%PVI STA = 12+55.01PVI ELEV = 4915.93 PVI STA = 19+52.97 PVI ELEV = 4913.08 PVI STA = 17+94.92 PVI ELEV = 4911.42 PVI STA = 14+97.38 PVI ELEV = 4910.87 PVI STA = 15+27.25 PVI ELEV = 4910.57 PVI STA = 15+94.25 PVI ELEV = 4910.24 PVI STA = 16+19.25 PVI ELEV = 4910.36 PVI STA = 16+52.38 PVI ELEV = 4910.56 210.0' VCPVI STA = 13+66.67PVI ELEV = 4912.18BCVS: 12+61.67BVCE: 4915.71ECVS: 14+71.67EVCE: 4911.13 A.D. = 2.36K = 88.87STA.=19+52.92 INTERSECTION OF PROSPECT ROAD & CARRIAGE PARKWAY PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDR1PLAN & PROFILE PROSPECT ROAD72 NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R2 LINE MATCH STA 20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2 F ESCONTROLIRRCONTROLIRRV.P.FESDDFESFESDDDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY6' SIDEWALK30' UTILITYEASEMENTPROSPECT ROADPROSPECT ROADROW VARIES6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'R65'R85'STORM DRAIN CSEE SHEET ST3TIE INTO EXISTINGCURB & GUTTERSTA 12+55TIE INTO EXISTING6' SIDEWALKSTORM DRAIN DSEE SHEET ST4POND OUTLET 1SEE SHEET ST6LAKE CANAL CULVERT ASTA. = 19+52.92(PROSPECT ROAD)STA. = 10+00.00(CARRIAGE PARKWAY)PROPOSED 30"CURB & GUTTERPROPOSED 18"CURB & GUTTER78'FL -EOASTORM DRAIN ISEE SHEET ST3PROPOSEDEDGE OFASPHALT490549104915492049254905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004916.034913.58 4912.28 4911.82 4912.28 4912.90 4913.95 4916.834915.314914.664914.084913.164912.804912.53 4912.07 4911.92 4911.84 4911.87 4911.98 4912.13 4912.43 4912.58 4912.73 4913.16 4913.43 4913.69 4914.21 4914.48 4914.74 -3.50%-1.00%0.60%1.05%1.05%PVI STA = 12+59.09PVI ELEV = 4917.37 PVI STA = 17+94.87 PVI ELEV = 4912.85 PVI STA = 19+52.92 PVI ELEV = 4914.51 210.0' VCPVI STA = 13+66.62PVI ELEV = 4913.61BCVS: 12+61.62BVCE: 4917.29ECVS: 14+71.62EVCE: 4912.56 A.D. = 2.50K = 84.00155.0' VCLP ELEV = 4911.82LP STA = 15+94.20PVI STA = 15+74.83PVI ELEV = 4911.53BCVS: 14+97.33 BVCE: 4912.30 ECVS: 16+52.33 EVCE: 4911.99 A.D. = 1.60K = 96.8749004905491049154920492549004905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004914.504912.13 4910.84 4910.27 4910.85 4911.47 4912.52 4915.274913.804913.184912.624911.724911.374911.09 4910.59 4910.46 4910.33 4910.40 4910.55 4910.70 4911.00 4911.15 4911.30 4911.73 4911.99 4912.26 4912.78 4913.04 4913.31 -3.36%1.05%1.05%0.60%-1.00%-1.00%-0.50%0.50%0.60%PVI STA = 12+55.01PVI ELEV = 4915.93 PVI STA = 19+52.97 PVI ELEV = 4913.08 PVI STA = 17+94.92 PVI ELEV = 4911.42 PVI STA = 14+97.38 PVI ELEV = 4910.87 PVI STA = 15+27.25 PVI ELEV = 4910.57 PVI STA = 15+94.25 PVI ELEV = 4910.24 PVI STA = 16+19.25 PVI ELEV = 4910.36 PVI STA = 16+52.38 PVI ELEV = 4910.56 210.0' VCPVI STA = 13+66.67PVI ELEV = 4912.18BCVS: 12+61.67BVCE: 4915.71ECVS: 14+71.67EVCE: 4911.13 A.D. = 2.36K = 88.87STA.=19+52.92 INTERSECTION OF PROSPECT ROAD & CARRIAGE PARKWAY PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDR1PLAN & PROFILE PROSPECT ROAD72 NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R2 LINE MATCH STA 20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2XXXXXTOHUFES CONTROLIRRCONTROLIRRV.P.F ESF ESXX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /15' UTILITY EASEMENT15' UTILITY EASEMENTROW VARIESPROPOSED 50'LAKE CANAL EASEMENET6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'STORM DRAIN ESEE SHEET ST4LAKE CANAL CULVERT ASEE SHEET LC178'FL -EOAPROSPECT ROAD5' CONCRETESIDEWALKCULVERTROW VARIES490549104915492049254905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+004916.054916.82 4916.47 4915.17 4914.44 4914.69 4915.19 4915.264915.534915.794916.314916.554916.724916.844916.794916.66 4916.20 4915.86 4915.51 4914.89 4914.68 4914.53 4914.42 4914.46 4914.57 4914.82 4914.94 4915.07 -1.40%0.50%1.05%PVI STA = 27+12.11 PVI ELEV = 4915.25 210.0' VCHP ELEV = 4916.84HP STA = 22+19.96PVI STA = 22+34.96PVI ELEV = 4917.47BVCS: 21+29.96BVCE: 4916.37 EVCS: 23+39.96 EVCE: 4916.00 A.D. = 2.45K = 85.71185.0' VCLP ELEV = 4914.42LP STA = 25+21.09PVI STA = 24+77.27PVI ELEV = 4914.08BCVS: 23+84.77 BVCE: 4915.37 ECVS: 25+69.77 EVCE: 4914.54 A.D. = 1.90K = 97.3749004905491049154920492549004905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+0015' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.344914.624915.38 4915.03 4913.81 4913.09 4913.67 4914.48 4913.834914.094914.364914.884915.124915.294915.414915.354915.23 4914.76 4914.43 4914.08 4913.56 4913.34 4913.21 4913.21 4913.33 4913.48 4913.87 4914.07 4914.27 0.80%1.05%1.05%0.50%0.75%-1.40%-1.00%-0.50%PVI STA = 20+17.62PVI ELEV = 4913.75 PVI STA = 23+80.03 PVI ELEV = 4914.01 PVI STA = 24+44.35 PVI ELEV = 4913.36 PVI STA = 25+00.49 PVI ELEV = 4913.08 PVI STA = 25+65.03 PVI ELEV = 4913.41 PVI STA = 25+92.87 PVI ELEV = 4913.61 PVI STA = 27+12.97 PVI ELEV = 4914.58 210.0' VCHP ELEV = 4915.41HP STA = 22+20.01PVI STA = 22+35.01PVI ELEV = 4916.04BVCS: 21+30.01BVCE: 4914.93 EVCS: 23+40.01 EVCE: 4914.57A.D. = 2.45K = 85.71PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND15' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.3415' x 4' CONCRETEBOX CULVERTSTA.=22+35.01INV.=4910.37R2PLAN & PROFILE PROSPECT ROAD73 NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R1 LINEMATCH STA20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2 XXXXXTOHUFES CONTROLIRRCONTROLIRRV.P.F ESF ESXX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /15' UTILITY EASEMENT15' UTILITY EASEMENTROW VARIESPROPOSED 50'LAKE CANAL EASEMENET6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'STORM DRAIN ESEE SHEET ST4LAKE CANAL CULVERT ASEE SHEET LC178'FL -EOAPROSPECT ROAD5' CONCRETESIDEWALKCULVERTROW VARIES490549104915492049254905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+004916.054916.82 4916.47 4915.17 4914.44 4914.69 4915.19 4915.264915.534915.794916.314916.554916.724916.844916.794916.66 4916.20 4915.86 4915.51 4914.89 4914.68 4914.53 4914.42 4914.46 4914.57 4914.82 4914.94 4915.07 -1.40%0.50%1.05%PVI STA = 27+12.11 PVI ELEV = 4915.25 210.0' VCHP ELEV = 4916.84HP STA = 22+19.96PVI STA = 22+34.96PVI ELEV = 4917.47BVCS: 21+29.96BVCE: 4916.37 EVCS: 23+39.96 EVCE: 4916.00 A.D. = 2.45K = 85.71185.0' VCLP ELEV = 4914.42LP STA = 25+21.09PVI STA = 24+77.27PVI ELEV = 4914.08BCVS: 23+84.77 BVCE: 4915.37 ECVS: 25+69.77 EVCE: 4914.54 A.D. = 1.90K = 97.3749004905491049154920492549004905491049154920492520+0021+0022+0023+0024+0025+0026+0027+0028+0015' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.344914.624915.38 4915.03 4913.81 4913.09 4913.67 4914.48 4913.834914.094914.364914.884915.124915.294915.414915.354915.23 4914.76 4914.43 4914.08 4913.56 4913.34 4913.21 4913.21 4913.33 4913.48 4913.87 4914.07 4914.27 0.80%1.05%1.05%0.50%0.75%-1.40%-1.00%-0.50%PVI STA = 20+17.62PVI ELEV = 4913.75 PVI STA = 23+80.03 PVI ELEV = 4914.01 PVI STA = 24+44.35 PVI ELEV = 4913.36 PVI STA = 25+00.49 PVI ELEV = 4913.08 PVI STA = 25+65.03 PVI ELEV = 4913.41 PVI STA = 25+92.87 PVI ELEV = 4913.61 PVI STA = 27+12.97 PVI ELEV = 4914.58 210.0' VCHP ELEV = 4915.41HP STA = 22+20.01PVI STA = 22+35.01PVI ELEV = 4916.04BVCS: 21+30.01BVCE: 4914.93 EVCS: 23+40.01 EVCE: 4914.57A.D. = 2.45K = 85.71PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND15' x 4' CONCRETEBOX CULVERTSTA.=22+34.96INV.=4910.3415' x 4' CONCRETEBOX CULVERTSTA.=22+35.01INV.=4910.37R2PLAN & PROFILE PROSPECT ROAD73 NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R1 LINEMATCH STA20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2CONTROL IRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT54'FL-FLSTREET A (PRIVATE)SEE SHEET R3CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK6' SIDEWALKPROSPECT ROAD SEE SHEET R1 R20'R20'R65'R85'STA. = 15+38.50(CARRIAGE PARKWAY)STA. = 10+00.00(STREET A)R20'R20'STA. = 10+00.00(CARRIAGE PARKWAY)STA. = 19+52.92(PROSPECT ROAD)R25'6' SIDEWALK8' CONCRETE PAN8' CONCRETE PANPEDESTRIAN REFUGEw/ 6' SIDEWALK & PED.ACCESS RAMPSSTORM DRAIN CSEE SHEET ST384' ROW89' TRACTWIDTH62'FL-FL117' ROW90'FL-FL49004905491049154920490049054910491549209+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+754914.51 4913.66 4914.26 4914.86 4915.724916.74 4913.96 4913.51 4913.37 4913.28 4913.36 4913.51 4913.81 4913.96 4914.11 4914.41 4914.56 4914.71 4915.014915.224915.474915.974916.224916.474917.094917.44 4911.49 4911.99 4912.53 4913.13 4913.96 4914.934915.93 4911.61 4911.74 4911.86 4912.11 4912.24 4912.38 4912.68 4912.83 4912.98 4913.28 4913.49 4913.73 4914.194914.434914.684915.184915.434915.684916.274916.62 -0.60%-2.20%0.60%1.00%PVI STA = 10+00.00 PVI ELEV = 4914.51 PVI STA = 10+43.50 PVI ELEV = 4913.55 PVI STA = 14+35.55PVI ELEV = 4915.07PVI STA = 15+93.22PVI ELEV = 4916.65 90.0' VCLP ELEV = 4913.27LP STA = 11+12.83PVI STA = 11+12.83PVI ELEV = 4913.13BCVS: 10+67.83 BVCE: 4913.40 ECVS: 11+57.83 EVCE: 4913.40 A.D. = 1.20K = 75.000.92%1.40%1.00%-2.00%0.50%0.60%PVI STA = 10+84.50 PVI ELEV = 4912.29 PVI STA = 10+95.50 PVI ELEV = 4912.07 PVI STA = 11+10.50 PVI ELEV = 4912.14 PVI STA = 14+34.55PVI ELEV = 4914.08PVI STA = 15+06.51PVI ELEV = 4914.74PVI STA = 15+83.45PVI ELEV = 4915.82PVI STA = 15+94.17PVI ELEV = 4915.93 0.50%0.60%0.93%1.00%PVI STA = 10+00.00 PVI ELEV = 4911.49 PVI STA = 11+64.21 PVI ELEV = 4912.31 PVI STA = 13+29.21 PVI ELEV = 4913.30 PVI STA = 14+44.73PVI ELEV = 4914.37PVI STA = 16+00.45PVI ELEV = 4915.93 STA.=15+38.50INTERSECTION 4912.09 4912.68 4913.28 4913.88 4914.684916.01 4912.23 4912.38 4912.53 4912.83 4912.98 4913.13 4913.43 4913.58 4913.73 4914.034914.234914.464915.004915.354915.714916.364916.71 PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND36" RCPSTA.=11+01.30INV.=4906.86310.34 LF 36" RCP @ 0.36%36" RCPSTA.=11+03.59INV.=4906.63INLET C3 STA ??? RIM 4912.3± INV. OUT 4907.00 (W)R3PLAN & PROFILE CARRAIGE PARKWAY74 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCH STA16+75 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6STAMATCH LINE SEE SHEET 16+75R6 CONTROL IRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT54'FL-FLSTREET A (PRIVATE)SEE SHEET R3CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK6' SIDEWALKPROSPECT ROAD SEE SHEET R1 R20'R20'R65'R85'STA. = 15+38.50(CARRIAGE PARKWAY)STA. = 10+00.00(STREET A)R20'R20'STA. = 10+00.00(CARRIAGE PARKWAY)STA. = 19+52.92(PROSPECT ROAD)R25'6' SIDEWALK8' CONCRETE PAN8' CONCRETE PANPEDESTRIAN REFUGEw/ 6' SIDEWALK & PED.ACCESS RAMPSSTORM DRAIN CSEE SHEET ST384' ROW89' TRACTWIDTH62'FL-FL117' ROW90'FL-FL49004905491049154920490049054910491549209+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+754914.51 4913.66 4914.26 4914.86 4915.724916.74 4913.96 4913.51 4913.37 4913.28 4913.36 4913.51 4913.81 4913.96 4914.11 4914.41 4914.56 4914.71 4915.014915.224915.474915.974916.224916.474917.094917.44 4911.49 4911.99 4912.53 4913.13 4913.96 4914.934915.93 4911.61 4911.74 4911.86 4912.11 4912.24 4912.38 4912.68 4912.83 4912.98 4913.28 4913.49 4913.73 4914.194914.434914.684915.184915.434915.684916.274916.62 -0.60%-2.20%0.60%1.00%PVI STA = 10+00.00 PVI ELEV = 4914.51 PVI STA = 10+43.50 PVI ELEV = 4913.55 PVI STA = 14+35.55PVI ELEV = 4915.07PVI STA = 15+93.22PVI ELEV = 4916.65 90.0' VCLP ELEV = 4913.27LP STA = 11+12.83PVI STA = 11+12.83PVI ELEV = 4913.13BCVS: 10+67.83 BVCE: 4913.40 ECVS: 11+57.83 EVCE: 4913.40 A.D. = 1.20K = 75.000.92%1.40%1.00%-2.00%0.50%0.60%PVI STA = 10+84.50 PVI ELEV = 4912.29 PVI STA = 10+95.50 PVI ELEV = 4912.07 PVI STA = 11+10.50 PVI ELEV = 4912.14 PVI STA = 14+34.55PVI ELEV = 4914.08PVI STA = 15+06.51PVI ELEV = 4914.74PVI STA = 15+83.45PVI ELEV = 4915.82PVI STA = 15+94.17PVI ELEV = 4915.93 0.50%0.60%0.93%1.00%PVI STA = 10+00.00 PVI ELEV = 4911.49 PVI STA = 11+64.21 PVI ELEV = 4912.31 PVI STA = 13+29.21 PVI ELEV = 4913.30 PVI STA = 14+44.73PVI ELEV = 4914.37PVI STA = 16+00.45PVI ELEV = 4915.93 STA.=15+38.50INTERSECTION 4912.09 4912.68 4913.28 4913.88 4914.684916.01 4912.23 4912.38 4912.53 4912.83 4912.98 4913.13 4913.43 4913.58 4913.73 4914.034914.234914.464915.004915.354915.714916.364916.71 PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND36" RCPSTA.=11+01.30INV.=4906.86310.34 LF 36" RCP @ 0.36%36" RCPSTA.=11+03.59INV.=4906.63INLET C3 STA ??? RIM 4912.3± INV. OUT 4907.00 (W)R3PLAN & PROFILE CARRAIGE PARKWAY74 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCH STA16+75 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6STAMATCH LINE SEE SHEET 16+75R6 49034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+004917.41 4918.41 4918.10 4917.58 4918.14 4918.77 4919.404920.034920.66 4917.76 4918.07 4918.29 4918.45 4918.39 4918.25 4917.94 4917.80 4917.68 4917.70 4917.83 4917.98 4918.29 4918.45 4918.61 4918.92 4919.084919.244919.554919.714919.874920.184920.344920.504920.814920.964921.11 4918.14 4919.13 4918.81 4918.39 4918.81 4919.41 4920.014920.614921.21 4918.49 4918.80 4919.01 4919.16 4919.10 4918.96 4918.66 4918.51 4918.42 4918.42 4918.51 4918.66 4918.96 4919.11 4919.26 4919.56 4919.714919.864920.164920.314920.464920.764920.914921.064921.364921.514921.66 -0.60%135.0' VCHP ELEV = 4919.16HP STA = 18+20.22PVI STA = 17+93.22PVI ELEV = 4919.45BVCS: 17+25.72 BVCE: 4918.50 EVCS: 18+60.72 EVCE: 4919.04 A.D. = 2.00K = 67.50120.0' VCLP ELEV = 4918.39LP STA = 20+00.00PVI STA = 20+00.00PVI ELEV = 4918.21BCVS: 19+40 BVCE: 4918.57 ECVS: 20+60 EVCE: 4918.57 A.D. = 1.20K = 100.004917.32 4918.39 4918.13 4917.55 4918.00 4918.58 4919.154919.724920.30 4917.67 4918.00 4918.24 4918.45 4918.41 4918.28 4917.98 4917.84 4917.70 4917.57 4917.72 4917.86 4918.15 4918.29 4918.43 4918.72 4918.864919.014919.294919.444919.584919.874920.014920.164920.444920.594920.73 -0.60%0.57%0.57%-0.57%-0.57%PVI STA = 19+25.58 PVI ELEV = 4917.98 PVI STA = 20+73.61 PVI ELEV = 4917.85 PVI STA = 25+83.23PVI ELEV = 4920.78 PVI STA = 19+48.21 PVI ELEV = 4917.85 PVI STA = 20+10.91 PVI ELEV = 4917.49 135.0' VCHP ELEV = 4918.45HP STA = 18+27.46PVI STA = 18+00.45PVI ELEV = 4918.73BVCS: 17+32.95 BVCE: 4917.79 EVCS: 18+67.95 EVCE: 4918.33 A.D. = 2.00K = 67.50-0.60%0.50%0.63%-0.63%-0.50%PVI STA = 19+19.30 PVI ELEV = 4917.98 PVI STA = 20+54.57 PVI ELEV = 4917.85 PVI STA = 25+20.30PVI ELEV = 4920.78 PVI STA = 19+39.97 PVI ELEV = 4917.85 PVI STA = 19+97.27 PVI ELEV = 4917.56 135.0' VCHP ELEV = 4918.45HP STA = 18+21.17PVI STA = 17+94.17PVI ELEV = 4918.73BVCS: 17+26.67 BVCE: 4917.79 EVCS: 18+61.67 EVCE: 4918.33 A.D. = 2.00K = 67.50180" STORMSTA.=18+42.51INV.=4908.13180" STORMSTA.=17+97.23INV.=4910.90180" STORMSTA.=17+97.99INV.=4910.91180" STORMSTA.=18+43.83INV.=4908.13180" STORMSTA.=18+06.91INV.=4910.93180" STORMSTA.=18+53.32INV.=4908.1318" RCP STORMSTA.=20+67.42INV.=4911.5030" RCP STORMSTA.=20+02.92INV.=4912.5360" WATERSTA.=19+00.10TOP=4908.7760" WATERSTA.=18+90.46TOP=4908.7760" WATERSTA.=18+89.00TOP=4908.77PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT5' S IDEWALK 5' S IDEWALKCARRIAGE PARKWAY5' SIDEWALK5' SIDEWALKLAKE CANAL CULVERT - BSEE SHEET LC3LOT 11STORM DRAIN BSEE SHEET ST2POND OUTLET 2SEE SHEET ST6TRIC CULVERT - ASEE SHEET TRIC1STORM DRAIN GSEE SHEET ST5TRICLAKECANAL60" CITY OFGREELEY WLPROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)84' ROW54'FL-FL84' ROWEXIST ING40' WATER L INEEASEMENT R4PLAN & PROFILE CARRAIGE PARKWAY75 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+75R5 LINEMATCHSTA16+50( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 26+00R7 LINEMATCH STA26+00 R3R4R5R6 49034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+004917.41 4918.41 4918.10 4917.58 4918.14 4918.77 4919.404920.034920.66 4917.76 4918.07 4918.29 4918.45 4918.39 4918.25 4917.94 4917.80 4917.68 4917.70 4917.83 4917.98 4918.29 4918.45 4918.61 4918.92 4919.084919.244919.554919.714919.874920.184920.344920.504920.814920.964921.11 4918.14 4919.13 4918.81 4918.39 4918.81 4919.41 4920.014920.614921.21 4918.49 4918.80 4919.01 4919.16 4919.10 4918.96 4918.66 4918.51 4918.42 4918.42 4918.51 4918.66 4918.96 4919.11 4919.26 4919.56 4919.714919.864920.164920.314920.464920.764920.914921.064921.364921.514921.66 -0.60%135.0' VCHP ELEV = 4919.16HP STA = 18+20.22PVI STA = 17+93.22PVI ELEV = 4919.45BVCS: 17+25.72 BVCE: 4918.50 EVCS: 18+60.72 EVCE: 4919.04 A.D. = 2.00K = 67.50120.0' VCLP ELEV = 4918.39LP STA = 20+00.00PVI STA = 20+00.00PVI ELEV = 4918.21BCVS: 19+40 BVCE: 4918.57 ECVS: 20+60 EVCE: 4918.57 A.D. = 1.20K = 100.004917.32 4918.39 4918.13 4917.55 4918.00 4918.58 4919.154919.724920.30 4917.67 4918.00 4918.24 4918.45 4918.41 4918.28 4917.98 4917.84 4917.70 4917.57 4917.72 4917.86 4918.15 4918.29 4918.43 4918.72 4918.864919.014919.294919.444919.584919.874920.014920.164920.444920.594920.73 -0.60%0.57%0.57%-0.57%-0.57%PVI STA = 19+25.58 PVI ELEV = 4917.98 PVI STA = 20+73.61 PVI ELEV = 4917.85 PVI STA = 25+83.23PVI ELEV = 4920.78 PVI STA = 19+48.21 PVI ELEV = 4917.85 PVI STA = 20+10.91 PVI ELEV = 4917.49 135.0' VCHP ELEV = 4918.45HP STA = 18+27.46PVI STA = 18+00.45PVI ELEV = 4918.73BVCS: 17+32.95 BVCE: 4917.79 EVCS: 18+67.95 EVCE: 4918.33 A.D. = 2.00K = 67.50-0.60%0.50%0.63%-0.63%-0.50%PVI STA = 19+19.30 PVI ELEV = 4917.98 PVI STA = 20+54.57 PVI ELEV = 4917.85 PVI STA = 25+20.30PVI ELEV = 4920.78 PVI STA = 19+39.97 PVI ELEV = 4917.85 PVI STA = 19+97.27 PVI ELEV = 4917.56 135.0' VCHP ELEV = 4918.45HP STA = 18+21.17PVI STA = 17+94.17PVI ELEV = 4918.73BVCS: 17+26.67 BVCE: 4917.79 EVCS: 18+61.67 EVCE: 4918.33 A.D. = 2.00K = 67.50180" STORMSTA.=18+42.51INV.=4908.13180" STORMSTA.=17+97.23INV.=4910.90180" STORMSTA.=17+97.99INV.=4910.91180" STORMSTA.=18+43.83INV.=4908.13180" STORMSTA.=18+06.91INV.=4910.93180" STORMSTA.=18+53.32INV.=4908.1318" RCP STORMSTA.=20+67.42INV.=4911.5030" RCP STORMSTA.=20+02.92INV.=4912.5360" WATERSTA.=19+00.10TOP=4908.7760" WATERSTA.=18+90.46TOP=4908.7760" WATERSTA.=18+89.00TOP=4908.77PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT5' S IDEWALK 5' S IDEWALKCARRIAGE PARKWAY5' SIDEWALK5' SIDEWALKLAKE CANAL CULVERT - BSEE SHEET LC3LOT 11STORM DRAIN BSEE SHEET ST2POND OUTLET 2SEE SHEET ST6TRIC CULVERT - ASEE SHEET TRIC1STORM DRAIN GSEE SHEET ST5TRICLAKECANAL60" CITY OFGREELEY WLPROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)84' ROW54'FL-FL84' ROWEXIST ING40' WATER L INEEASEMENT R4PLAN & PROFILE CARRAIGE PARKWAY75 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+75R5 LINEMATCHSTA16+50( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 26+00R7 LINEMATCH STA26+00 R3R4R5R6491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+004921.26 4921.41 4921.57 4921.72 4921.87 4922.02 4922.17 4922.32 4922.47 4922.62 4922.84 4923.07 4923.29 4923.46 4923.61 4923.76 4923.91 4924.05 4924.19 4924.34 4924.48 4924.624924.774924.914925.054925.204925.344925.484925.634925.774925.914926.064926.20 4922.41 4923.01 4923.76 4924.47 4925.07 4925.674926.27 4921.96 4922.11 4922.26 4922.56 4922.71 4922.86 4923.16 4923.31 4923.54 4923.99 4924.17 4924.32 4924.62 4924.77 4924.92 4925.224925.374925.524925.824925.974926.124926.424926.574926.72 4921.48 4922.08 4922.69 4923.31 4923.94 4924.724925.42 4921.03 4921.18 4921.33 4921.63 4921.78 4921.93 4922.23 4922.38 4922.53 4922.84 4923.00 4923.16 4923.46 4923.62 4923.78 4924.134924.324924.524924.924925.114925.264925.584925.734925.89 0.60%0.60%0.63%0.64%0.79%PVI STA = 25+83.23 PVI ELEV = 4920.78 PVI STA = 28+83.37 PVI ELEV = 4922.58 PVI STA = 29+68.61 PVI ELEV = 4923.12 PVI STA = 30+33.01 PVI ELEV = 4923.51 PVI STA = 31+07.22 PVI ELEV = 4923.98 PVI STA = 32+44.67PVI ELEV = 4925.07 0.90%PVI STA = 28+48.32 PVI ELEV = 4923.30 PVI STA = 29+34.46 PVI ELEV = 4924.07 36" RCP STORMSTA.=31+92.29INV.=4917.4636" RCP STORMSTA.=32+09.65INV.=4917.5036" RCP STORMSTA.=31+98.17INV.=4917.2536" RCP STORMSTA.=32+15.68INV.=4917.3036" RCP STORMSTA.=32+09.07INV.=4917.0136" RCP STORMSTA.=32+27.63INV.=4917.0818" RCP STORMSTA.=30+08.61INV.=4918.6336" RCP STORMSTA.=32+18.64INV.=4917.0536" RCPSTA.=32+07.30INV.=4917.2836" RCPSTA.=32+01.42INV.=4917.48STA.=29+91.51 INTERSECTION 0.58%0.60%PVI STA = 28+26.14 PVI ELEV = 4922.63 PVI STA = 29+07.08 PVI ELEV = 4923.36 PVI STA = 29+69.12 PVI ELEV = 4923.73 PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK VIXEN DRIVESEE SHEET R35' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. = 28+91.51(CARRIAGE PARKWAY)STA. = 10+00.00(VIXEN DRIVE)R20'CARRIAGE PARKWAYR20'R20'R20'UD POND CULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST28' CONCRETE PAN8' CONCRETE PANPROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)94' ROW64'FL-FLR5PLAN & PROFILE CARRAIGE PARKWAY76 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 26+00R6 LINE MATCH STA 26+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 34+00R8 LINEMATCHSTA34+00R3R4R5R6 491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+004921.26 4921.41 4921.57 4921.72 4921.87 4922.02 4922.17 4922.32 4922.47 4922.62 4922.84 4923.07 4923.29 4923.46 4923.61 4923.76 4923.91 4924.05 4924.19 4924.34 4924.48 4924.624924.774924.914925.054925.204925.344925.484925.634925.774925.914926.064926.20 4922.41 4923.01 4923.76 4924.47 4925.07 4925.674926.27 4921.96 4922.11 4922.26 4922.56 4922.71 4922.86 4923.16 4923.31 4923.54 4923.99 4924.17 4924.32 4924.62 4924.77 4924.92 4925.224925.374925.524925.824925.974926.124926.424926.574926.72 4921.48 4922.08 4922.69 4923.31 4923.94 4924.724925.42 4921.03 4921.18 4921.33 4921.63 4921.78 4921.93 4922.23 4922.38 4922.53 4922.84 4923.00 4923.16 4923.46 4923.62 4923.78 4924.134924.324924.524924.924925.114925.264925.584925.734925.89 0.60%0.60%0.63%0.64%0.79%PVI STA = 25+83.23 PVI ELEV = 4920.78 PVI STA = 28+83.37 PVI ELEV = 4922.58 PVI STA = 29+68.61 PVI ELEV = 4923.12 PVI STA = 30+33.01 PVI ELEV = 4923.51 PVI STA = 31+07.22 PVI ELEV = 4923.98 PVI STA = 32+44.67PVI ELEV = 4925.07 0.90%PVI STA = 28+48.32 PVI ELEV = 4923.30 PVI STA = 29+34.46 PVI ELEV = 4924.07 36" RCP STORMSTA.=31+92.29INV.=4917.4636" RCP STORMSTA.=32+09.65INV.=4917.5036" RCP STORMSTA.=31+98.17INV.=4917.2536" RCP STORMSTA.=32+15.68INV.=4917.3036" RCP STORMSTA.=32+09.07INV.=4917.0136" RCP STORMSTA.=32+27.63INV.=4917.0818" RCP STORMSTA.=30+08.61INV.=4918.6336" RCP STORMSTA.=32+18.64INV.=4917.0536" RCPSTA.=32+07.30INV.=4917.2836" RCPSTA.=32+01.42INV.=4917.48STA.=29+91.51 INTERSECTION 0.58%0.60%PVI STA = 28+26.14 PVI ELEV = 4922.63 PVI STA = 29+07.08 PVI ELEV = 4923.36 PVI STA = 29+69.12 PVI ELEV = 4923.73 PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK VIXEN DRIVESEE SHEET R35' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. = 28+91.51(CARRIAGE PARKWAY)STA. = 10+00.00(VIXEN DRIVE)R20'CARRIAGE PARKWAYR20'R20'R20'UD POND CULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST28' CONCRETE PAN8' CONCRETE PANPROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)94' ROW64'FL-FLR5PLAN & PROFILE CARRAIGE PARKWAY76 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 26+00R6 LINE MATCH STA 26+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 34+00R8 LINEMATCHSTA34+00R3R4R5R69' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYFOSTORM DRAIN GSEE SHEET ST5PROPOSED 4'CONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4PROPOSED 4'CONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)84' ROW54'FL-FL491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+004927.47 4928.07 4928.59 4929.09 4929.11 4927.334925.90 4927.02 4927.17 4927.32 4927.62 4927.77 4927.92 4928.22 4928.34 4928.47 4928.72 4928.84 4928.97 4929.22 4929.31 4929.28 4928.794928.344927.814926.894926.494926.154925.84 -2.10%0.50%0.50%PVI STA = 41+39.49PVI ELEV = 4925.90 PVI STA = 36+25.11 PVI ELEV = 4928.22 115.0' VCHP ELEV = 4929.32HP STA = 38+56.81PVI STA = 38+92.20PVI ELEV = 4929.55BVCS: 38+34.70 BVCE: 4929.26 EVCS: 39+49.70EVCE: 4928.34 A.D. = 2.60K = 44.23167.0' VCLP ELEV = 4925.84LP STA = 41+19.45PVI STA = 40+80.22PVI ELEV = 4925.60BCVS: 39+68.22BVCE: 4927.96ECVS: 41+35.22EVCE: 4925.88 A.D. = 2.60K = 64.230.50%0.50%0.75%1.25%-2.10%-2.50%-2.00%-1.50%-1.00%-0.50%PVI STA = 36+30.78 PVI ELEV = 4927.50 PVI STA = 39+74.11PVI ELEV = 4927.24PVI STA = 40+25.88PVI ELEV = 4925.94PVI STA = 40+45.98PVI ELEV = 4925.54PVI STA = 40+65.98PVI ELEV = 4925.24PVI STA = 40+85.98PVI ELEV = 4925.04PVI STA = 41+05.98PVI ELEV = 4924.94PVI STA = 41+25.57PVI ELEV = 4925.04PVI STA = 41+35.57PVI ELEV = 4925.11PVI STA = 41+45.57PVI ELEV = 4925.24 115.0' VCHP ELEV = 4928.60HP STA = 38+62.65PVI STA = 38+98.03PVI ELEV = 4928.83BVCS: 38+40.53 BVCE: 4928.55 EVCS: 39+55.53EVCE: 4927.63 A.D. = 2.60K = 44.234926.68 4927.30 4927.84 4928.34 4928.44 4926.594924.97 4926.21 4926.36 4926.52 4926.83 4926.99 4927.15 4927.46 4927.59 4927.72 4927.97 4928.09 4928.22 4928.47 4928.58 4928.58 4928.164927.744927.214925.964925.484925.154925.04 4926.78 4927.35 4927.87 4928.37 4928.40 4926.464924.94 4926.35 4926.49 4926.63 4926.92 4927.06 4927.21 4927.49 4927.62 4927.74 4927.99 4928.12 4928.24 4928.49 4928.60 4928.57 4928.094927.644927.094925.864925.404925.104925.12 0.50%-0.50%0.50%-2.10%-2.50%-2.00%-1.50%-1.00%1.00%1.50%PVI STA = 36+25.72 PVI ELEV = 4927.50 PVI STA = 41+00.95PVI ELEV = 4924.94PVI STA = 41+12.25PVI ELEV = 4925.00PVI STA = 39+69.08PVI ELEV = 4927.24PVI STA = 40+20.85PVI ELEV = 4925.94PVI STA = 40+40.95PVI ELEV = 4925.54PVI STA = 40+60.95PVI ELEV = 4925.24PVI STA = 40+80.95PVI ELEV = 4925.04PVI STA = 41+25.38PVI ELEV = 4925.13PVI STA = 41+40.38PVI ELEV = 4925.35 115.0' VCHP ELEV = 4928.60HP STA = 38+57.69PVI STA = 38+93.11PVI ELEV = 4928.83BVCS: 38+35.61 BVCE: 4928.55 EVCS: 39+50.61EVCE: 4927.62 A.D. = 2.60K = 44.1615" RCP STORMSTA.=41+03.17INV.=4922.33PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDR6PLAN & PROFILE CARRAIGE PARKWAY77 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 34+00R7 LI N E M A T C H S T A 34 + 0 0 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6 DS 9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYFOSTORM DRAIN GSEE SHEET ST5PROPOSED 4'CONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4PROPOSED 4'CONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 30"VERTICAL CURBAND GUTTER (TYP.)84' ROW54'FL-FL491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+004927.47 4928.07 4928.59 4929.09 4929.11 4927.334925.90 4927.02 4927.17 4927.32 4927.62 4927.77 4927.92 4928.22 4928.34 4928.47 4928.72 4928.84 4928.97 4929.22 4929.31 4929.28 4928.794928.344927.814926.894926.494926.154925.84 -2.10%0.50%0.50%PVI STA = 41+39.49PVI ELEV = 4925.90 PVI STA = 36+25.11 PVI ELEV = 4928.22 115.0' VCHP ELEV = 4929.32HP STA = 38+56.81PVI STA = 38+92.20PVI ELEV = 4929.55BVCS: 38+34.70 BVCE: 4929.26 EVCS: 39+49.70EVCE: 4928.34 A.D. = 2.60K = 44.23167.0' VCLP ELEV = 4925.84LP STA = 41+19.45PVI STA = 40+80.22PVI ELEV = 4925.60BCVS: 39+68.22BVCE: 4927.96ECVS: 41+35.22EVCE: 4925.88 A.D. = 2.60K = 64.230.50%0.50%0.75%1.25%-2.10%-2.50%-2.00%-1.50%-1.00%-0.50%PVI STA = 36+30.78 PVI ELEV = 4927.50 PVI STA = 39+74.11PVI ELEV = 4927.24PVI STA = 40+25.88PVI ELEV = 4925.94PVI STA = 40+45.98PVI ELEV = 4925.54PVI STA = 40+65.98PVI ELEV = 4925.24PVI STA = 40+85.98PVI ELEV = 4925.04PVI STA = 41+05.98PVI ELEV = 4924.94PVI STA = 41+25.57PVI ELEV = 4925.04PVI STA = 41+35.57PVI ELEV = 4925.11PVI STA = 41+45.57PVI ELEV = 4925.24 115.0' VCHP ELEV = 4928.60HP STA = 38+62.65PVI STA = 38+98.03PVI ELEV = 4928.83BVCS: 38+40.53 BVCE: 4928.55 EVCS: 39+55.53EVCE: 4927.63 A.D. = 2.60K = 44.234926.68 4927.30 4927.84 4928.34 4928.44 4926.594924.97 4926.21 4926.36 4926.52 4926.83 4926.99 4927.15 4927.46 4927.59 4927.72 4927.97 4928.09 4928.22 4928.47 4928.58 4928.58 4928.164927.744927.214925.964925.484925.154925.04 4926.78 4927.35 4927.87 4928.37 4928.40 4926.464924.94 4926.35 4926.49 4926.63 4926.92 4927.06 4927.21 4927.49 4927.62 4927.74 4927.99 4928.12 4928.24 4928.49 4928.60 4928.57 4928.094927.644927.094925.864925.404925.104925.12 0.50%-0.50%0.50%-2.10%-2.50%-2.00%-1.50%-1.00%1.00%1.50%PVI STA = 36+25.72 PVI ELEV = 4927.50 PVI STA = 41+00.95PVI ELEV = 4924.94PVI STA = 41+12.25PVI ELEV = 4925.00PVI STA = 39+69.08PVI ELEV = 4927.24PVI STA = 40+20.85PVI ELEV = 4925.94PVI STA = 40+40.95PVI ELEV = 4925.54PVI STA = 40+60.95PVI ELEV = 4925.24PVI STA = 40+80.95PVI ELEV = 4925.04PVI STA = 41+25.38PVI ELEV = 4925.13PVI STA = 41+40.38PVI ELEV = 4925.35 115.0' VCHP ELEV = 4928.60HP STA = 38+57.69PVI STA = 38+93.11PVI ELEV = 4928.83BVCS: 38+35.61 BVCE: 4928.55 EVCS: 39+50.61EVCE: 4927.62 A.D. = 2.60K = 44.1615" RCP STORMSTA.=41+03.17INV.=4922.33PROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDR6PLAN & PROFILE CARRAIGE PARKWAY77 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 34+00R7 LI N E M A T C H S T A 34 + 0 0 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R69' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL89' TRACTWIDTH62'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAYSEE SHEET R35' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKR20'R20'8' CONCRETE PANSTA. = 10+00.00(STREET A)STA. = 15+38.50(CARRIAGE PARKWAY)PROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERLOT 4LOT 2TRACT QUDA&EAE49054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0049054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+004905491049154920492549304905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+004916.79 4917.38 4917.88 4918.434918.98 4915.55 4915.89 4916.39 4917.00 4917.13 4917.25 4917.50 4917.63 4917.75 4918.01 4918.15 4918.294918.564918.704918.844919.114919.254919.39 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4915.95 4916.57 4917.15 4917.734918.24 4915.45 4915.70 4916.20 4916.32 4916.45 4916.71 4916.85 4917.00 4917.31 4917.46 4917.614917.864917.994918.114918.374918.494918.62 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND0.62%1.94%1.00%0.50%0.56%0.62%PVI STA = 10+29.00 PVI ELEV = 4915.07 PVI STA = 10+47.00 PVI ELEV = 4915.42 PVI STA = 11+24.00 PVI ELEV = 4916.19 PVI STA = 12+10.01 PVI ELEV = 4916.62 PVI STA = 12+59.97 PVI ELEV = 4916.90 PVI STA = 13+18.73 PVI ELEV = 4917.27 PVI STA = 13+70.12PVI ELEV = 4917.58 -2.20%2.00%0.50%0.55%PVI STA = 10+00.00 PVI ELEV = 4916.10 PVI STA = 10+29.00 PVI ELEV = 4915.38 PVI STA = 13+06.00 PVI ELEV = 4917.91 50.0' VCPVI STA = 10+99.00PVI ELEV = 4916.87BVCS: 10+74 BVCE: 4916.37 EVCS: 11+24 EVCE: 4917.00 A.D. = 1.50K = 33.334916.07 4916.57 4917.15 4917.774918.38 4915.82 4915.95 4916.20 4916.32 4916.45 4916.71 4916.85 4917.00 4917.31 4917.47 4917.624917.924918.074918.234918.534918.684918.83 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND0.62%0.56%0.50%0.64%0.50%0.64%PVI STA = 10+29.00 PVI ELEV = 4915.69 PVI STA = 10+47.00 PVI ELEV = 4915.81 PVI STA = 11+24.00 PVI ELEV = 4916.19 PVI STA = 12+10.02 PVI ELEV = 4916.62 PVI STA = 12+59.98 PVI ELEV = 4916.90 PVI STA = 13+23.98 PVI ELEV = 4917.30 PVI STA = 13+51.75 PVI ELEV = 4917.48 R7PLAN & PROFILE STREET A (PRIVATE)78NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R8 LINEMATCH STA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINED 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL89' TRACTWIDTH62'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAYSEE SHEET R35' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKR20'R20'8' CONCRETE PANSTA. = 10+00.00(STREET A)STA. = 15+38.50(CARRIAGE PARKWAY)PROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERLOT 4LOT 2TRACT QUDA&EAE49054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0049054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+004905491049154920492549304905491049154920492549309+5010+0011+0012+0013+0014+0015+0016+004916.79 4917.38 4917.88 4918.434918.98 4915.55 4915.89 4916.39 4917.00 4917.13 4917.25 4917.50 4917.63 4917.75 4918.01 4918.15 4918.294918.564918.704918.844919.114919.254919.39 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4915.95 4916.57 4917.15 4917.734918.24 4915.45 4915.70 4916.20 4916.32 4916.45 4916.71 4916.85 4917.00 4917.31 4917.46 4917.614917.864917.994918.114918.374918.494918.62 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND0.62%1.94%1.00%0.50%0.56%0.62%PVI STA = 10+29.00 PVI ELEV = 4915.07 PVI STA = 10+47.00 PVI ELEV = 4915.42 PVI STA = 11+24.00 PVI ELEV = 4916.19 PVI STA = 12+10.01 PVI ELEV = 4916.62 PVI STA = 12+59.97 PVI ELEV = 4916.90 PVI STA = 13+18.73 PVI ELEV = 4917.27 PVI STA = 13+70.12PVI ELEV = 4917.58 -2.20%2.00%0.50%0.55%PVI STA = 10+00.00 PVI ELEV = 4916.10 PVI STA = 10+29.00 PVI ELEV = 4915.38 PVI STA = 13+06.00 PVI ELEV = 4917.91 50.0' VCPVI STA = 10+99.00PVI ELEV = 4916.87BVCS: 10+74 BVCE: 4916.37 EVCS: 11+24 EVCE: 4917.00 A.D. = 1.50K = 33.334916.07 4916.57 4917.15 4917.774918.38 4915.82 4915.95 4916.20 4916.32 4916.45 4916.71 4916.85 4917.00 4917.31 4917.47 4917.624917.924918.074918.234918.534918.684918.83 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND0.62%0.56%0.50%0.64%0.50%0.64%PVI STA = 10+29.00 PVI ELEV = 4915.69 PVI STA = 10+47.00 PVI ELEV = 4915.81 PVI STA = 11+24.00 PVI ELEV = 4916.19 PVI STA = 12+10.02 PVI ELEV = 4916.62 PVI STA = 12+59.98 PVI ELEV = 4916.90 PVI STA = 13+23.98 PVI ELEV = 4917.30 PVI STA = 13+51.75 PVI ELEV = 4917.48 R7PLAN & PROFILE STREET A (PRIVATE)78NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R8 LINEMATCH STA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINEDUD UD UD UD W W W W W W W 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL77' TRACTWIDTH5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)40' WATER LINEEASEMENTL A K E C A N A L T R I C C A N A LPROPOSED CONCRETESIDEWALK CULVERTSEE SHEET D6PROPOSEDCONCRETERUNDOWNAND FOREBAYSEE SHEET D6LAKE CANAL CULVERT - CSEE SHEETLC3TRIC CULVERT - BSEE SHEET TRIC1POND CULVERT HSEE SHEET ST7PROPOSED CONCRETESIDEWALK CULVERTSEE SHEET D6PROPOSEDCONCRETERUNDOWNAND FOREBAYSEE SHEET D6IRRIGATIONPUMP HOUSETRACT HTRACT JDE&IELOT 4PROPOSED 30" VERTICAL49044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+504920.08 4920.63 4920.64 4919.21 4917.71 4916.444916.814917.414918.01 4919.66 4919.80 4919.94 4920.21 4920.35 4920.49 4920.76 4920.86 4920.82 4920.33 4919.96 4919.58 4918.83 4918.46 4918.08 4917.33 4916.96 4916.63 4916.404916.514916.664916.964917.114917.264917.564917.714917.864918.16 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4919.25 4919.75 4920.18 4919.13 4917.63 4916.164915.884916.434916.98 4918.87 4919.00 4919.12 4919.37 4919.50 4919.63 4919.88 4920.01 4920.14 4920.09 4919.85 4919.50 4918.75 4918.38 4918.00 4917.25 4916.88 4916.50 4915.914915.724915.754916.024916.164916.294916.574916.714916.844917.12 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4919.59 4920.16 4919.45 4917.95 4916.45 4915.794916.444917.104917.73 4919.13 4919.28 4919.44 4919.74 4919.89 4920.03 4920.18 4920.06 4919.81 4919.07 4918.70 4918.32 4917.57 4917.20 4916.82 4916.12 4915.87 4915.70 4915.944916.114916.274916.604916.774916.934917.264917.434917.584917.88 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND-1.50%0.55%95.0' VCHP ELEV = 4920.86HP STA = 18+55.18PVI STA = 18+77.19PVI ELEV = 4921.05BVCS: 18+29.69 BVCE: 4920.79 EVCS: 19+24.69 EVCE: 4920.34 A.D. = 2.05K = 46.3490.0' VCLP ELEV = 4916.40LP STA = 22+19.29PVI STA = 22+00.00PVI ELEV = 4916.21BCVS: 21+55 BVCE: 4916.88 ECVS: 22+45EVCE: 4916.48 A.D. = 2.10K = 42.860.50%0.55%-1.50%-1.00%-0.50%0.50%PVI STA = 18+34.06 PVI ELEV = 4919.92 PVI STA = 21+93.78PVI ELEV = 4916.22PVI STA = 22+37.58PVI ELEV = 4915.78PVI STA = 22+59.64PVI ELEV = 4915.67PVI STA = 22+83.78PVI ELEV = 4915.79 95.0' VCHP ELEV = 4920.19HP STA = 18+94.57PVI STA = 19+16.58PVI ELEV = 4920.38BVCS: 18+69.08 BVCE: 4920.12 EVCS: 19+64.08 EVCE: 4919.66 A.D. = 2.05K = 46.340.55%0.66%-0.50%0.50%-1.50%-1.00%PVI STA = 17+55.54 PVI ELEV = 4919.92 PVI STA = 21+16.57 PVI ELEV = 4916.20 PVI STA = 21+57.16 PVI ELEV = 4915.79 PVI STA = 21+79.07 PVI ELEV = 4915.68 PVI STA = 22+06.57PVI ELEV = 4915.82PVI STA = 24+47.80PVI ELEV = 4917.41 95.0' VCHP ELEV = 4920.19HP STA = 18+16.05PVI STA = 18+38.06PVI ELEV = 4920.38BVCS: 17+90.56 BVCE: 4920.12 EVCS: 18+85.56 EVCE: 4919.66 A.D. = 2.05K = 46.34180" STORMSTA.=22+58.36INV.=4909.00180"STA.=20+92.94INV.=4908.18180"STA.=20+41.28INV.=4911.29180"STA.=20+35.42INV.=4908.18180"STA.=19+82.89INV.=4911.28180"STA.=19+78.16INV.=4908.17180"STA.=19+24.77INV.=4911.2660" WATERSTA.=20+25.84TOP=4909.4860" WATERSTA.=20+82.77TOP=4909.6060" WATERSTA.=21+39.96TOP=4909.730.60%0.60%0.61%180"STA.=22+18.97INV.=4909.00180"STA.=21+79.84INV.=4909.00R8PLAN & PROFILE STREET A (PRIVATE)79NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R7 STAMATCH LINE SEE SHEET 25+50R9 LINEMATCHSTA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 LINEMATCH STA25+50R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINED UD UD UD UD W W W W W W W 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL77' TRACTWIDTH5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)40' WATER LINEEASEMENTL A K E C A N A L T R I C C A N A LPROPOSED CONCRETESIDEWALK CULVERTSEE SHEET D6PROPOSEDCONCRETERUNDOWNAND FOREBAYSEE SHEET D6LAKE CANAL CULVERT - CSEE SHEETLC3TRIC CULVERT - BSEE SHEET TRIC1POND CULVERT HSEE SHEET ST7PROPOSED CONCRETESIDEWALK CULVERTSEE SHEET D6PROPOSEDCONCRETERUNDOWNAND FOREBAYSEE SHEET D6IRRIGATIONPUMP HOUSETRACT HTRACT JDE&IELOT 4PROPOSED 30" VERTICAL49044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+504920.08 4920.63 4920.64 4919.21 4917.71 4916.444916.814917.414918.01 4919.66 4919.80 4919.94 4920.21 4920.35 4920.49 4920.76 4920.86 4920.82 4920.33 4919.96 4919.58 4918.83 4918.46 4918.08 4917.33 4916.96 4916.63 4916.404916.514916.664916.964917.114917.264917.564917.714917.864918.16 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4919.25 4919.75 4920.18 4919.13 4917.63 4916.164915.884916.434916.98 4918.87 4919.00 4919.12 4919.37 4919.50 4919.63 4919.88 4920.01 4920.14 4920.09 4919.85 4919.50 4918.75 4918.38 4918.00 4917.25 4916.88 4916.50 4915.914915.724915.754916.024916.164916.294916.574916.714916.844917.12 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND4919.59 4920.16 4919.45 4917.95 4916.45 4915.794916.444917.104917.73 4919.13 4919.28 4919.44 4919.74 4919.89 4920.03 4920.18 4920.06 4919.81 4919.07 4918.70 4918.32 4917.57 4917.20 4916.82 4916.12 4915.87 4915.70 4915.944916.114916.274916.604916.774916.934917.264917.434917.584917.88 PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND-1.50%0.55%95.0' VCHP ELEV = 4920.86HP STA = 18+55.18PVI STA = 18+77.19PVI ELEV = 4921.05BVCS: 18+29.69 BVCE: 4920.79 EVCS: 19+24.69 EVCE: 4920.34 A.D. = 2.05K = 46.3490.0' VCLP ELEV = 4916.40LP STA = 22+19.29PVI STA = 22+00.00PVI ELEV = 4916.21BCVS: 21+55 BVCE: 4916.88 ECVS: 22+45EVCE: 4916.48 A.D. = 2.10K = 42.860.50%0.55%-1.50%-1.00%-0.50%0.50%PVI STA = 18+34.06 PVI ELEV = 4919.92 PVI STA = 21+93.78PVI ELEV = 4916.22PVI STA = 22+37.58PVI ELEV = 4915.78PVI STA = 22+59.64PVI ELEV = 4915.67PVI STA = 22+83.78PVI ELEV = 4915.79 95.0' VCHP ELEV = 4920.19HP STA = 18+94.57PVI STA = 19+16.58PVI ELEV = 4920.38BVCS: 18+69.08 BVCE: 4920.12 EVCS: 19+64.08 EVCE: 4919.66 A.D. = 2.05K = 46.340.55%0.66%-0.50%0.50%-1.50%-1.00%PVI STA = 17+55.54 PVI ELEV = 4919.92 PVI STA = 21+16.57 PVI ELEV = 4916.20 PVI STA = 21+57.16 PVI ELEV = 4915.79 PVI STA = 21+79.07 PVI ELEV = 4915.68 PVI STA = 22+06.57PVI ELEV = 4915.82PVI STA = 24+47.80PVI ELEV = 4917.41 95.0' VCHP ELEV = 4920.19HP STA = 18+16.05PVI STA = 18+38.06PVI ELEV = 4920.38BVCS: 17+90.56 BVCE: 4920.12 EVCS: 18+85.56 EVCE: 4919.66 A.D. = 2.05K = 46.34180" STORMSTA.=22+58.36INV.=4909.00180"STA.=20+92.94INV.=4908.18180"STA.=20+41.28INV.=4911.29180"STA.=20+35.42INV.=4908.18180"STA.=19+82.89INV.=4911.28180"STA.=19+78.16INV.=4908.17180"STA.=19+24.77INV.=4911.2660" WATERSTA.=20+25.84TOP=4909.4860" WATERSTA.=20+82.77TOP=4909.6060" WATERSTA.=21+39.96TOP=4909.730.60%0.60%0.61%180"STA.=22+18.97INV.=4909.00180"STA.=21+79.84INV.=4909.00R8PLAN & PROFILE STREET A (PRIVATE)79NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R7 STAMATCH LINE SEE SHEET 25+50R9 LINEMATCHSTA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 LINEMATCH STA25+50R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINED9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT77' TRACTWIDTH50'FL-FL5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)VIXEN DRIVESEE SHEET R10STA. = 35+18.70(STREET A)STA. = 14+38.67(VIXEN DRIVE)PROPOSED 30"VERTICAL CURB & GUTTERPROPOSED 30"VERTICAL CURB & GUTTERR20'R20'LOT 8LOT 10LOT 9TRACT PUDA&EAE491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+504918.61 4919.21 4919.81 4920.41 4921.01 4921.61 4922.214922.814923.884925.39 4918.46 4918.76 4918.91 4919.06 4919.36 4919.51 4919.66 4919.96 4920.11 4920.26 4920.56 4920.71 4920.86 4921.16 4921.31 4921.46 4921.76 4921.91 4922.064922.364922.514922.664922.984923.224923.524924.254924.634925.00 PVI STA = 34+23.69PVI ELEV = 4924.23PVI STA = 34+98.69PVI ELEV = 4925.36PVI STA = 35+18.70PVI ELEV = 4925.80 90.0' VCPVI STA = 33+47.90PVI ELEV = 4923.10BCVS: 33+02.90BVCE: 4922.83ECVS: 33+92.90EVCE: 4923.77 A.D. = 0.90K = 100.004917.54 4918.14 4918.74 4919.34 4919.94 4920.54 4921.144921.744922.394923.77 4917.39 4917.69 4917.84 4917.99 4918.29 4918.44 4918.59 4918.89 4919.04 4919.19 4919.49 4919.64 4919.79 4920.09 4920.24 4920.39 4920.69 4920.84 4920.994921.294921.444921.594921.894922.044922.194922.654922.974923.354924.32 4918.33 4918.93 4919.53 4920.13 4920.73 4921.33 4921.934922.724924.39 4918.18 4918.48 4918.63 4918.78 4919.08 4919.23 4919.38 4919.68 4919.83 4919.98 4920.28 4920.43 4920.58 4920.88 4921.03 4921.18 4921.48 4921.63 4921.784922.084922.234922.454923.064923.434923.89 0.60%1.50%2.00%2.50%90.0' VCPVI STA = 34+13.49PVI ELEV = 4922.42BCVS: 33+68.49BVCE: 4922.15ECVS: 34+58.49EVCE: 4923.10 A.D. = 0.90K = 100.000.60%1.50%2.00%PVI STA = 33+58.37PVI ELEV = 4923.56PVI STA = 34+12.43PVI ELEV = 4924.64 90.0' VCPVI STA = 32+82.58PVI ELEV = 4922.42BCVS: 32+37.58BVCE: 4922.15ECVS: 33+27.58EVCE: 4923.10 A.D. = 0.90K = 100.00PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND2.20%0.60%1.50%1.50%R9PLAN & PROFILE STREET A (PRIVATE)80NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LINE MATCH STA 25+50 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 25+50R10 R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINED 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT77' TRACTWIDTH50'FL-FL5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALKSTREET A (PRIVATE)VIXEN DRIVESEE SHEET R10STA. = 35+18.70(STREET A)STA. = 14+38.67(VIXEN DRIVE)PROPOSED 30"VERTICAL CURB & GUTTERPROPOSED 30"VERTICAL CURB & GUTTERR20'R20'LOT 8LOT 10LOT 9TRACT PUDA&EAE491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+504918.61 4919.21 4919.81 4920.41 4921.01 4921.61 4922.214922.814923.884925.39 4918.46 4918.76 4918.91 4919.06 4919.36 4919.51 4919.66 4919.96 4920.11 4920.26 4920.56 4920.71 4920.86 4921.16 4921.31 4921.46 4921.76 4921.91 4922.064922.364922.514922.664922.984923.224923.524924.254924.634925.00 PVI STA = 34+23.69PVI ELEV = 4924.23PVI STA = 34+98.69PVI ELEV = 4925.36PVI STA = 35+18.70PVI ELEV = 4925.80 90.0' VCPVI STA = 33+47.90PVI ELEV = 4923.10BCVS: 33+02.90BVCE: 4922.83ECVS: 33+92.90EVCE: 4923.77 A.D. = 0.90K = 100.004917.54 4918.14 4918.74 4919.34 4919.94 4920.54 4921.144921.744922.394923.77 4917.39 4917.69 4917.84 4917.99 4918.29 4918.44 4918.59 4918.89 4919.04 4919.19 4919.49 4919.64 4919.79 4920.09 4920.24 4920.39 4920.69 4920.84 4920.994921.294921.444921.594921.894922.044922.194922.654922.974923.354924.32 4918.33 4918.93 4919.53 4920.13 4920.73 4921.33 4921.934922.724924.39 4918.18 4918.48 4918.63 4918.78 4919.08 4919.23 4919.38 4919.68 4919.83 4919.98 4920.28 4920.43 4920.58 4920.88 4921.03 4921.18 4921.48 4921.63 4921.784922.084922.234922.454923.064923.434923.89 0.60%1.50%2.00%2.50%90.0' VCPVI STA = 34+13.49PVI ELEV = 4922.42BCVS: 33+68.49BVCE: 4922.15ECVS: 34+58.49EVCE: 4923.10 A.D. = 0.90K = 100.000.60%1.50%2.00%PVI STA = 33+58.37PVI ELEV = 4923.56PVI STA = 34+12.43PVI ELEV = 4924.64 90.0' VCPVI STA = 32+82.58PVI ELEV = 4922.42BCVS: 32+37.58BVCE: 4922.15ECVS: 33+27.58EVCE: 4923.10 A.D. = 0.90K = 100.00PROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUNDPROPOSED GROUNDEXISTING GROUND2.20%0.60%1.50%1.50%R9PLAN & PROFILE STREET A (PRIVATE)80NORTHCENTERLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET A (PRIVATE)SCALE : 1" = 40' (H) 1" = 5' (V)LINE MATCH STA 25+50 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 25+50R10 R7R8R9NOTE: STREET A TO BE PRIVATELY OWNED AND MAINTAINEDWWWWXXXX9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT5' S IDEWALK 5' S IDEWALK PROPOSED 30" VERTICALCURB & GUTTERSTORM DRAIN FSEE SHEET ST5LOT 9LOT 12VIXEN DR IVE100-YRBOXELDERFLOODPLAIN71' ROW44'FL-FL491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+004927.75 4928.30 4928.79 4928.11 4927.064926.01 4927.34 4927.47 4927.61 4927.89 4928.02 4928.16 4928.44 4928.57 4928.71 4928.76 4928.62 4928.38 4927.85 4927.594927.334926.804926.544926.284925.754925.49 -1.05%0.55%PVI STA = 23+55.99PVI ELEV = 4925.43 90.0' VCHP ELEV = 4928.79HP STA = 20+05.61PVI STA = 20+19.67PVI ELEV = 4928.96BVCS: 19+74.67 BVCE: 4928.71 EVCS: 20+64.67 EVCE: 4928.48 A.D. = 1.60K = 56.254927.19 4927.74 4928.19 4927.48 4926.514925.61 4926.78 4926.91 4927.05 4927.33 4927.46 4927.60 4927.88 4928.01 4928.14 4928.13 4927.97 4927.73 4927.24 4927.004926.754926.274926.024925.794925.424925.24 -0.74%0.55%-0.97%PVI STA = 17+21.86 PVI ELEV = 4926.76 PVI STA = 22+70.23PVI ELEV = 4925.83PVI STA = 23+68.38PVI ELEV = 4925.10 93.2' VCHP ELEV = 4928.19HP STA = 19+98.06PVI STA = 20+11.02PVI ELEV = 4928.35BVCS: 19+64.40 BVCE: 4928.09 EVCS: 20+57.64 EVCE: 4927.90 A.D. = 1.52K = 61.204927.09 4927.64 4928.17 4927.53 4926.394925.40 4926.68 4926.82 4926.96 4927.23 4927.37 4927.51 4927.78 4927.92 4928.06 4928.18 4928.06 4927.82 4927.25 4926.964926.684926.114925.824925.614925.184924.97 -1.14%0.55%-0.86%PVI STA = 17+39.16 PVI ELEV = 4926.76 PVI STA = 22+49.65PVI ELEV = 4925.83PVI STA = 23+69.66PVI ELEV = 4924.80 86.8' VCHP ELEV = 4928.19HP STA = 20+13.18PVI STA = 20+28.32PVI ELEV = 4928.35BVCS: 19+84.94 BVCE: 4928.11 EVCS: 20+71.69 EVCE: 4927.86 A.D. = 1.69K = 51.3518" RCP STORMSTA.=23+29.26INV.=4919.05PROPOSED GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDR11PLAN & PROFILE VIXEN DRIVE82 NORTHCENTERLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 17+00R12 LINEMATCHSTA17+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RIGHT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)R10R11 WWWWXXXX9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT5' S IDEWALK 5' S IDEWALK PROPOSED 30" VERTICALCURB & GUTTERSTORM DRAIN FSEE SHEET ST5LOT 9LOT 12VIXEN DR IVE100-YRBOXELDERFLOODPLAIN71' ROW44'FL-FL491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+004927.75 4928.30 4928.79 4928.11 4927.064926.01 4927.34 4927.47 4927.61 4927.89 4928.02 4928.16 4928.44 4928.57 4928.71 4928.76 4928.62 4928.38 4927.85 4927.594927.334926.804926.544926.284925.754925.49 -1.05%0.55%PVI STA = 23+55.99PVI ELEV = 4925.43 90.0' VCHP ELEV = 4928.79HP STA = 20+05.61PVI STA = 20+19.67PVI ELEV = 4928.96BVCS: 19+74.67 BVCE: 4928.71 EVCS: 20+64.67 EVCE: 4928.48 A.D. = 1.60K = 56.254927.19 4927.74 4928.19 4927.48 4926.514925.61 4926.78 4926.91 4927.05 4927.33 4927.46 4927.60 4927.88 4928.01 4928.14 4928.13 4927.97 4927.73 4927.24 4927.004926.754926.274926.024925.794925.424925.24 -0.74%0.55%-0.97%PVI STA = 17+21.86 PVI ELEV = 4926.76 PVI STA = 22+70.23PVI ELEV = 4925.83PVI STA = 23+68.38PVI ELEV = 4925.10 93.2' VCHP ELEV = 4928.19HP STA = 19+98.06PVI STA = 20+11.02PVI ELEV = 4928.35BVCS: 19+64.40 BVCE: 4928.09 EVCS: 20+57.64 EVCE: 4927.90 A.D. = 1.52K = 61.204927.09 4927.64 4928.17 4927.53 4926.394925.40 4926.68 4926.82 4926.96 4927.23 4927.37 4927.51 4927.78 4927.92 4928.06 4928.18 4928.06 4927.82 4927.25 4926.964926.684926.114925.824925.614925.184924.97 -1.14%0.55%-0.86%PVI STA = 17+39.16 PVI ELEV = 4926.76 PVI STA = 22+49.65PVI ELEV = 4925.83PVI STA = 23+69.66PVI ELEV = 4924.80 86.8' VCHP ELEV = 4928.19HP STA = 20+13.18PVI STA = 20+28.32PVI ELEV = 4928.35BVCS: 19+84.94 BVCE: 4928.11 EVCS: 20+71.69 EVCE: 4927.86 A.D. = 1.69K = 51.3518" RCP STORMSTA.=23+29.26INV.=4919.05PROPOSED GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDR11PLAN & PROFILE VIXEN DRIVE82 NORTHCENTERLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 17+00R12 LINEMATCHSTA17+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 130CALL 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.CallREXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RIGHT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)R10R11/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSTSTSTSTSTSTSTSTS TS CONTROLIRRCONTROLIRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY10' SIDEWALKPROSPECT ROADAAAA13' TURN LANE8' BIKE LANE12' TURN LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANEAAK12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE8' BIKE LANE12' TURN LANESTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=12+48.12OFFSET=39'BEGIN1TIE INTO EXISTINGSTA.=12+59.04OFFSET=6'BEGIN7STA.=18+60.27OFFSET=46'END4 STA.=19+13.92OFFSET=22'END7STA.=14+80.92OFFSET=46'END4BEGIN3STA.=12+60.30OFFSET=22'BEGIN7 STA.=19+92.05OFFSET=47'BEGIN4 STA.=19+91.92OFFSET=39'BEGIN1 STA.=19+91.92OFFSET=26'BEGIN4 STA.=19+91.92OFFSET=10'BEGIN4 STA.=19+91.92OFFSET=2'BEGIN7 STA.=19+91.92OFFSET=14'BEGIN9STA.=16+80.92OFFSET=22'CONTINUE7LLSTA.=12+55.15OFFSET=47'BEND4STA.=13+05.15OFFSET=46'BEND4BSTA.=13+05.15OFFSET=38'BEND1STA.=12+55.15OFFSET=39'BEND1LSTA.=14+80.92OFFSET=38'END1BEGIN6STA.=16+80.92OFFSET=45'BEGIN4END3STA.=16+80.92OFFSET=37'BEGIN1END6STA.=19+13.92OFFSET=37'END1STA.=12+61.99OFFSET=44'BEGIN9STA.=16+81.21OFFSET=14'BEND9STA.=19+13.92OFFSET=14'END9STA.=16+80.92OFFSET=10'BEGIN4STA.=16+80.92OFFSET=2'BEGIN4 STA.=19+13.92OFFSET=10'END4 STA.=19+13.92OFFSET=2'END4LINTERIM TRAFFICSIGNAL AND CONDUIT(TYP.,SOUTH SIDEOF PROSPECT)TRAFFIC SIGNAL (TYP.)TRAFFIC SIGNAL CONDUIT (TYP.)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENTA12' TURN LANE12' TRAVEL LANE12' TRAVEL LANESTA.=23+91.92OFFSET=38'BEGIN6END1 STA.=25+55.59OFFSET=42'END3STA.=25+91.95OFFSET=34'BEGIN9END6STA.=23+91.92OFFSET=47'BEGIN3END4STA.=30+15.96OFFSET=22'END7TIE INTO EXISTINGSTA.=29+61.08OFFSET=34'END9TIE INTO EXISTING STA.=21+91.92OFFSET=10'CONTINUE4STA.=25+91.92OFFSET=6'BEND7L8' BIKE LANE12' TURN LANE STA.=21+91.92OFFSET=26'CONTINUE4ABSTA.=23+91.92OFFSET=18'END4 STA.=21+91.92OFFSET=14'CONTINUE9STA.=25+91.92OFFSET=6'BEND9STA.=23+91.92OFFSET=6'BEND5STA.=21+92.40OFFSET=1'BEGIN5CONTINUE7STA.=25+91.95OFFSET=22'BEGIN7END5STA.=27+61.35OFFSET=6'BEND7STA.=29+61.08OFFSET=6'END9TIE INTO EXISTINGSheetRUDOLPH 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 130SG1STRIPING PLAN PROSPECT ROAD83 NORTHLINE MATCH STA 21+25SEE MIDDLE LEFT BOTTOM( IN FEET )1 inch = ft.Feet0############CALL 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.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPSG1SG1LINEMATCH STA21+25SEE MIDDLE LEFT / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSTSTSTSTSTSTSTSTS TS CONTROLIRRCONTROLIRRV.P./ / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY10' SIDEWALKPROSPECT ROADAAAA13' TURN LANE8' BIKE LANE12' TURN LANE12' TURN LANE12' TRAVEL LANE12' TRAVEL LANEAAK12' TURN LANE12' TRAVEL LANE12' TRAVEL LANE8' BIKE LANE12' TURN LANESTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=12+48.12OFFSET=39'BEGIN1TIE INTO EXISTINGSTA.=12+59.04OFFSET=6'BEGIN7STA.=18+60.27OFFSET=46'END4℄ STA.=19+13.92OFFSET=22'END7STA.=14+80.92OFFSET=46'END4BEGIN3STA.=12+60.30OFFSET=22'BEGIN7℄ STA.=19+92.05OFFSET=47'BEGIN4℄ STA.=19+91.92OFFSET=39'BEGIN1℄ STA.=19+91.92OFFSET=26'BEGIN4℄ STA.=19+91.92OFFSET=10'BEGIN4℄ STA.=19+91.92OFFSET=2'BEGIN7℄ STA.=19+91.92OFFSET=14'BEGIN9STA.=16+80.92OFFSET=22'CONTINUE7LLSTA.=12+55.15OFFSET=47'BEND4STA.=13+05.15OFFSET=46'BEND4BSTA.=13+05.15OFFSET=38'BEND1STA.=12+55.15OFFSET=39'BEND1LSTA.=14+80.92OFFSET=38'END1BEGIN6STA.=16+80.92OFFSET=45'BEGIN4END3STA.=16+80.92OFFSET=37'BEGIN1END6STA.=19+13.92OFFSET=37'END1STA.=12+61.99OFFSET=44'BEGIN9STA.=16+81.21OFFSET=14'BEND9STA.=19+13.92OFFSET=14'END9STA.=16+80.92OFFSET=10'BEGIN4STA.=16+80.92OFFSET=2'BEGIN4℄ STA.=19+13.92OFFSET=10'END4℄ STA.=19+13.92OFFSET=2'END4LINTERIM TRAFFICSIGNAL AND CONDUIT(TYP.,SOUTH SIDEOF PROSPECT)TRAFFIC SIGNAL (TYP.)TRAFFIC SIGNAL CONDUIT (TYP.)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENTA12' TURN LANE12' TRAVEL LANE12' TRAVEL LANESTA.=23+91.92OFFSET=38'BEGIN6END1℄ STA.=25+55.59OFFSET=42'END3STA.=25+91.95OFFSET=34'BEGIN9END6STA.=23+91.92OFFSET=47'BEGIN3END4STA.=30+15.96OFFSET=22'END7TIE INTO EXISTINGSTA.=29+61.08OFFSET=34'END9TIE INTO EXISTING℄ STA.=21+91.92OFFSET=10'CONTINUE4STA.=25+91.92OFFSET=6'BEND7L8' BIKE LANE12' TURN LANE℄ STA.=21+91.92OFFSET=26'CONTINUE4ABSTA.=23+91.92OFFSET=18'END4℄ STA.=21+91.92OFFSET=14'CONTINUE9STA.=25+91.92OFFSET=6'BEND9STA.=23+91.92OFFSET=6'BEND5STA.=21+92.40OFFSET=1'BEGIN5CONTINUE7STA.=25+91.95OFFSET=22'BEGIN7END5STA.=27+61.35OFFSET=6'BEND7STA.=29+61.08OFFSET=6'END9TIE INTO EXISTINGSheetRUDOLPH 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 130SG1STRIPING PLAN PROSPECT ROAD83 NORTHLINE MATCH STA 21+25SEE MIDDLE LEFT BOTTOM( IN FEET )1 inch = ft.Feet0############CALL 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.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPSG1SG1LINEMATCH STA21+25SEE MIDDLE LEFT TSTSTSTSTSTSTSTSTSTSTSTS TS V.P.10' SIDEWALKPROSPECT ROADSTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=14+80.92OFFSET=38'BEGIN3END4STA.=12+48.12OFFSET=39'BEGIN4TIE INTO EXISTINGSTA.=16+80.92OFFSET=38'BEGIN4END3ABSTA.=16+78.92OFFSET=4'BEGIN4STA.=19+13.92OFFSET=45'END4℄ STA.=19+13.92OFFSET=8'END7STA.=12+78.92OFFSET=22'CONTUINE7BEGIN614' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANESTA.=18+60.27OFFSET=46'END4STA.=14+80.92OFFSET=45'BEGIN3END4STA.=12+53.25OFFSET=7'BEGIN7TIE INTO EXISTINGSTA.=12+58.53OFFSET=22'BEGIN7STA.=12+24.63OFFSET=46'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=53'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=34'BEGIN12TIE INTO EXISTINGSTA.=12+49.60OFFSET=29'BEGIN12TIE INTO EXISTINGSTA.=16+80.92OFFSET=45'BEGIN4END3STA.=14+78.92OFFSET=50'BEGIN3END4STA.=14+78.92OFFSET=43'BEGIN3END4STA.=16+78.92OFFSET=45'BEGIN4END3STA.=16+78.92OFFSET=38'BEGIN4END3STA.=16+78.92OFFSET=15'BEGIN4STA.=19+13.92OFFSET=16'END7STA.=19+13.92OFFSET=38'END4STA.=19+13.92OFFSET=28'END4STA.=19+13.92OFFSET=38'END4℄ STA.=19+13.92OFFSET=27'END12STA.=19+13.92OFFSET=15'END412' TURN LANE12' TRAVEL LANE6' BIKE LANE12' TURN LANEA6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER14' TURN LANE℄ STA.=19+91.92OFFSET=15'BEGIN4℄ STA.=19+91.92OFFSET=38'BEGIN4℄ STA.=19+91.92OFFSET=27'BEGIN12℄ STA.=19+91.92OFFSET=3'BEGIN4STA.=19+91.92OFFSET=9'BEGIN7STA.=19+91.92OFFSET=16'BEGIN7STA.=19+91.92OFFSET=28'BEGIN12STA.=19+91.92OFFSET=45'BEGIN4℄ STA.=19+91.92OFFSET=39'BEGIN4℄ STA.=19+91.92OFFSET=41'BEGIN4℄ STA.=19+13.92OFFSET=4'END4STA.=16+78.92OFFSET=8'CONTUINE7STA.=13+47.89OFFSET=16'CONTUINE7AALTRAFFIC SIGNAL (TYP.)TRAFFIC SIGNAL CONDUIT (TYP.)XXXXXXEOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENT14' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER℄ STA.=21+91.95OFFSET=3'END4STA.=21+91.95OFFSET=15'BEGIN3END4STA.=23+91.92OFFSET=38'BEGIN3END4STA.=23+91.92OFFSET=45'BEGIN3END4℄ STA.=25+55.59OFFSET=42'END3℄ STA.=25+91.95OFFSET=34'END3℄ STA.=21+91.95OFFSET=9'CONTUINE7STA.=25+91.96OFFSET=15'CONTUINE7END3℄ STA.=27+94.64OFFSET=15'END7℄ STA.=27+94.64OFFSET=16'END7℄ STA.=27+94.64OFFSET=39'END4℄ STA.=27+94.64OFFSET=42'END4℄ STA.=27+94.64OFFSET=27'END12LSheetRUDOLPH 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 130SG2STRIPING PLAN PROSPECT ROAD ULTIMATE84 NORTHLINE MATCH STA 21+25SEE BOTTOM LEFT ( IN FEET )1 inch = ft.Feet0############CALL 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.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPBOTTOMSG2SG2LINEMATCH STA21+25SEE TOP RIGHT FOR REFERENCE ONLY -NOT FOR CONSTRUCTION TSTSTSTSTSTSTSTSTSTSTSTS TS V.P.10' SIDEWALKPROSPECT ROADSTA.=12+48.35OFFSET=47'BEGIN4TIE INTO EXISTINGSTA.=14+80.92OFFSET=38'BEGIN3END4STA.=12+48.12OFFSET=39'BEGIN4TIE INTO EXISTINGSTA.=16+80.92OFFSET=38'BEGIN4END3ABSTA.=16+78.92OFFSET=4'BEGIN4STA.=19+13.92OFFSET=45'END4℄ STA.=19+13.92OFFSET=8'END7STA.=12+78.92OFFSET=22'CONTUINE7BEGIN614' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANESTA.=18+60.27OFFSET=46'END4STA.=14+80.92OFFSET=45'BEGIN3END4STA.=12+53.25OFFSET=7'BEGIN7TIE INTO EXISTINGSTA.=12+58.53OFFSET=22'BEGIN7STA.=12+24.63OFFSET=46'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=53'BEGIN4TIE INTO EXISTINGSTA.=12+24.63OFFSET=34'BEGIN12TIE INTO EXISTINGSTA.=12+49.60OFFSET=29'BEGIN12TIE INTO EXISTINGSTA.=16+80.92OFFSET=45'BEGIN4END3STA.=14+78.92OFFSET=50'BEGIN3END4STA.=14+78.92OFFSET=43'BEGIN3END4STA.=16+78.92OFFSET=45'BEGIN4END3STA.=16+78.92OFFSET=38'BEGIN4END3STA.=16+78.92OFFSET=15'BEGIN4STA.=19+13.92OFFSET=16'END7STA.=19+13.92OFFSET=38'END4STA.=19+13.92OFFSET=28'END4STA.=19+13.92OFFSET=38'END4℄ STA.=19+13.92OFFSET=27'END12STA.=19+13.92OFFSET=15'END412' TURN LANE12' TRAVEL LANE6' BIKE LANE12' TURN LANEA6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER14' TURN LANE℄ STA.=19+91.92OFFSET=15'BEGIN4℄ STA.=19+91.92OFFSET=38'BEGIN4℄ STA.=19+91.92OFFSET=27'BEGIN12℄ STA.=19+91.92OFFSET=3'BEGIN4STA.=19+91.92OFFSET=9'BEGIN7STA.=19+91.92OFFSET=16'BEGIN7STA.=19+91.92OFFSET=28'BEGIN12STA.=19+91.92OFFSET=45'BEGIN4℄ STA.=19+91.92OFFSET=39'BEGIN4℄ STA.=19+91.92OFFSET=41'BEGIN4℄ STA.=19+13.92OFFSET=4'END4STA.=16+78.92OFFSET=8'CONTUINE7STA.=13+47.89OFFSET=16'CONTUINE7AALTRAFFIC SIGNAL (TYP.)TRAFFIC SIGNAL CONDUIT (TYP.)XXXXXXEOHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX PROSPECT ROAD15' UTILITY EASEMENT15' UTILITY EASEMENT14' TURN LANE6' BIKE LANE12' TURN LANE12' TRAVEL LANE11' TRAVEL LANE11' TRAVEL LANE12' TURN LANE12' TRAVEL LANE6' BIKE LANE w/3' BUFFER℄ STA.=21+91.95OFFSET=3'END4STA.=21+91.95OFFSET=15'BEGIN3END4STA.=23+91.92OFFSET=38'BEGIN3END4STA.=23+91.92OFFSET=45'BEGIN3END4℄ STA.=25+55.59OFFSET=42'END3℄ STA.=25+91.95OFFSET=34'END3℄ STA.=21+91.95OFFSET=9'CONTUINE7STA.=25+91.96OFFSET=15'CONTUINE7END3℄ STA.=27+94.64OFFSET=15'END7℄ STA.=27+94.64OFFSET=16'END7℄ STA.=27+94.64OFFSET=39'END4℄ STA.=27+94.64OFFSET=42'END4℄ STA.=27+94.64OFFSET=27'END12LSheetRUDOLPH 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 130SG2STRIPING PLAN PROSPECT ROAD ULTIMATE84 NORTHLINE MATCH STA 21+25SEE BOTTOM LEFT ( IN FEET )1 inch = ft.Feet0############CALL 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.CallR/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.3.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS AND THESE PLANS, OR ASOTHERWISE SPECIFIED IN MUTCD.4" DIAGONAL HASH; THERMOPLASTIC106" SOLID WHITE LINE4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 12' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKING6" SOLID WHITE LINE WITH 45 DEGREE HASHES1110'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'9'3'9'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER LARIMER COUNTY (LCUASS) AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'9'3'9'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:(BIKE AND BUFFER)KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 TOPBOTTOMSG2SG2LINEMATCH STA21+25SEE TOP RIGHT FOR REFERENCE ONLY -NOT FOR CONSTRUCTION24+00 24+50 25+00 25+50 26+00 26+50 27+0027+5028+0028+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK84' ROW54'FL - FLCARRIAGE PARKWAYLOT 10LOT 11STORM DRAIN BSEE SHEET ST2CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+004914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+504914491649204924491449164920492402040600-20-40-60EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%-2.21%-2.20%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130XS4CROSS SECTIONS CARRIAGE PARKWAY91 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 24+00 24+50 25+00 25+50 26+00 26+50 27+0027+5028+0028+509' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALK84' ROW54'FL - FLCARRIAGE PARKWAYLOT 10LOT 11STORM DRAIN BSEE SHEET ST2CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+504914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+004914491649204924491449164920492402040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+504914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+004914491649204924491449164920492402040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'28+504914491649204924491449164920492402040600-20-40-60EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%-2.21%-2.20%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130XS4CROSS SECTIONS CARRIAGE PARKWAY91 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7FO 38+00 38+50 39+00 39+50 40+00 40+50 41+00 84' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKLOT 13STORM DRAIN GSEE SHEET ST5CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+00492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+50492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+004922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+504924492849324936492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+004922492449284932492249244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+504922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'41+004918492049244928491849204924492802040600-20-40-60EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.21%-2.20%EX. ROWEX. ROW-2.21%-2.20%EX. ROW EX. ROW-2.37%-2.35%EX. ROW EX. ROW-3.24%-3.22%EX. ROWEX. ROW-3.41%-3.40%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130XS7CROSS SECTIONS CARRIAGE PARKWAY94 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7 D FO 38+00 38+50 39+00 39+50 40+00 40+50 41+00 84' ROW54'FL-FL9' UTIL. EASEMENT5' SIDEWALK9' UTIL. EASEMENT5' SIDEWALKLOT 13STORM DRAIN GSEE SHEET ST5CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+00492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'38+50492249244928493249364922492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+004922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'39+504924492849324936492449284932493602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+004922492449284932492249244928493202040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'40+504922492449284932492249244928493202040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'41+004918492049244928491849204924492802040600-20-40-60EX. ROWEX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.20%-2.20%EX. ROW EX. ROW-2.21%-2.20%EX. ROWEX. ROW-2.21%-2.20%EX. ROW EX. ROW-2.37%-2.35%EX. ROW EX. ROW-3.24%-3.22%EX. ROWEX. ROW-3.41%-3.40%EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 130XS7CROSS SECTIONS CARRIAGE PARKWAY94 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+50490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+00490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+50490449084912491649044908491249160204060800-20-40-60-80-2.37%-2.20%-2.29%-2.20%-2.23%-2.20%-2.20%-2.20%-2.20%-2.20%-2.25%-2.20%4915.84914.44913.1 4910.04910.44910.6 DDDDDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /13+00 13+50 14+00 14+50 15+00 15+50PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS8CROSS SECTIONS PROSPECT ROAD95 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRPROSPECT ROADCROSS SECTION PROFILESSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+50490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+00490449084912491649044908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+50490449084912491649044908491249160204060800-20-40-60-80-2.37%-2.20%-2.29%-2.20%-2.23%-2.20%-2.20%-2.20%-2.20%-2.20%-2.25%-2.20%4915.84914.44913.1 4910.04910.44910.6 DDDDDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /13+00 13+50 14+00 14+50 15+00 15+50PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS8CROSS SECTIONS PROSPECT ROAD95 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRPROSPECT ROADCROSS SECTION PROFILESSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+50490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+00490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+50490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%-0.45%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%4911.94912.34912.9 -2.20%-2.20%4913.4-2.20%-2.20%4913.8-2.20%-2.20%4914.2 FESV.P.FES/ / / / / / / /X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /19+00 19+50 20+00 20+50 21+00 21+50STORM DRAIN CSEE SHEET ST3PROSPECT ROADLOT 6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS10CROSS SECTIONS PROSPECT ROAD97 PROSPECT ROADCROSS SECTION PROFILES CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+50490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+00490649084912491649064908491249160204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'21+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'19+50490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%-0.45%CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'20+00490649084912491649064908491249160204060800-20-40-60-80-2.20%-2.20%4911.94912.34912.9 -2.20%-2.20%4913.4-2.20%-2.20%4913.8-2.20%-2.20%4914.2 FESV.P.FES/ / / / / / / /X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /19+00 19+50 20+00 20+50 21+00 21+50STORM DRAIN CSEE SHEET ST3PROSPECT ROADLOT 6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS10CROSS SECTIONS PROSPECT ROAD97 PROSPECT ROADCROSS SECTION PROFILESCENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+50490849124916492049084912491649200204060800-20-40-60-80-2.20%-2.20%4914.5-2.20%-2.20%4914.6-2.20%-2.20%4914.6 -2.20%-2.20%4914.5-2.11%-2.20%4914.5-2.25%-2.20%4914.5 XXWXX X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /22+00 22+50 23+00 23+50 24+00 24+50 25+00 LOT 7PROSPECT ROADROW VARIESKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS11CROSS SECTIONS PROSPECT ROAD98 PROSPECT ROADCROSS SECTION PROFILES CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+50490849124916492049084912491649200204060800-20-40-60-80-2.20%-2.20%4914.5-2.20%-2.20%4914.6-2.20%-2.20%4914.6 -2.20%-2.20%4914.5-2.11%-2.20%4914.5-2.25%-2.20%4914.5 XXWXX X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /22+00 22+50 23+00 23+50 24+00 24+50 25+00 LOT 7PROSPECT ROADROW VARIESKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS11CROSS SECTIONS PROSPECT ROAD98 PROSPECT ROADCROSS SECTION PROFILESCENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+00490849124916492049084912491649200204060800-20-40-60-80-2.49%-2.20%4914.7-2.22%-2.20%4914.8-2.20%-2.20%4915.0 -2.20%-2.20%4915.0-2.20%-2.20%4915.0 XXF ESFE S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /25+00 25+50 26+00 26+50 27+00 LOT 7PROSPECT ROADROW VARIESKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS12CROSS SECTIONS PROSPECT ROAD99 PROSPECT ROADCROSS SECTION PROFILES CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'25+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'26+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'27+00490849124916492049084912491649200204060800-20-40-60-80-2.49%-2.20%4914.7-2.22%-2.20%4914.8-2.20%-2.20%4915.0 -2.20%-2.20%4915.0-2.20%-2.20%4915.0 XXF ESFE S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /25+00 25+50 26+00 26+50 27+00 LOT 7PROSPECT ROADROW VARIESKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 NORTH( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSheetRUDOLPH 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 130EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWEREXISTING EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETPROPOSED EDGE OF ASPHALT/ / / / / / / /XS8XS9XS10XS11XS12XS12CROSS SECTIONS PROSPECT ROAD99 PROSPECT ROADCROSS SECTION PROFILESTS TS TS TSTSTSTSTSTSTSTSTS9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT81' ROW54'FL-FL89'ROW62'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKR20'R20'30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)9' UTILITY EASEMENT 5' SIDEWALK R20'R20'95' CROWN TRANS.2.2%2.2% 1.0%1.0%1.0%1.0%1.0%0.5%0.7%1.9%1.3%2.0%1.3%1.4%1.6%15.0714. 8 7 15.4215.1416.0815.92 15.33 15.56 15.7314.9415.3816.1917.0016.1915.6915.9015.8216.5116.63 16. 5 816.6415.8815.9815.8916.1015.5515.0715.1915.53 15.83 15.8216.4615.8816.5116.2516.3515.9415.3715.3414.9115.0415.2515.3815.6715.482.2%2.2%LOT 6LOT 4LOT 5PROPOSED TRAFFIC SIGNAL (TYP.)PROPOSEDTRAFFICSIGNALCONDUIT (TYP.)16.079' UTILITY EASEMENT9' UT IL ITY EASEMENT77' ROW50'FL-FL5' S IDEWALK 5' SIDEWALK STREET A (PR IVATE )5' SIDEWALK9' UTILITY EASEMENTR20'R20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)5' SIDEWALK9' UTILITY EASEMENT71' ROW44' FL - FL30" VERTICALCURB & GUTTER75' CROWN TRANS .24.6424.9724.8125.3524.6825.6325.7924.2325.3624.7325.0725.42 25.3324.8125.5425.9223.5623.5625.4125.3826.07 26.042.2%2.2%2.0%2.0%2.2%2.2%5' SIDEWALK9' UTILITY EASEMENTVIXEN DRIVELOT 10LOT 924.9725.192.5%25.5726.022.2% 2 . 2%2.2% 2 . 2%9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKVIXEN DRIVE9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK 9' UT IL ITY EASEMENT5' S IDEWALK9' UTILITY EASEMENT5' SIDEWALK 71' ROW44' FL - FLSTORM DRAIN LINE BSEE SHEET ST28' CONCRETE PANR20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)PROJECTBOUNDARY5' SIDEWALK 23.1222.7123.0023.31CARRIAGE PARKWAY79' CROWN TRANS.23.5623.6922.9022.5822.7323.2122.6722.81 23.5723.702.2%2.2%2.2%0.9%0.6%0.6%0.6%1.0%0.8%2.2%2.2%23.6523.7423.1323.1023.1322.8623.5722.6123.360.6%22.6323.3522.8423.44 22.9024.0824.2023.1323.83 1.1%0.8%22.86LOT 10R20'R20'23.3822.760.6%24.1723.56R20'24.0324.052.2%18" VERTICAL OUTFALLCURB & GUTTER18" VERTICAL INFLOWCURB & GUTTER5.5' SIDEWALK23.3423.300.9%2.2%2.2%0.9%2.0%3.5%0.5%SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT1DETAILS INTERSECTION100 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 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.CallRINTERSECTION DETAILCARRIAGE ARKWAY & VIXEN DRIVEINTERSECTION DETAILCARRIAGE PARKWAY & STREET A (PRIVATE)INTERSECTION DETAILSTREET A (PRIVATE) & VIXEN DRIVEBACDCBA TS TS TS TSTSTSTSTSTSTSTSTS9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT81' ROW54'FL-FL89'ROW62'FL-FLSTREET A (PRIVATE)CARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKR20'R20'30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)9' UTILITY EASEMENT 5' SIDEWALK R20'R20'95' CROWN TRANS.2.2%2.2% 1.0%1.0%1.0%1.0%1.0%0.5%0.7%1.9%1.3%2.0%1.3%1.4%1.6%15.0714. 8 7 15.4215.1416.0815.92 15.33 15.56 15.7314.9415.3816.1917.0016.1915.6915.9015.8216.5116.63 16. 5 816.6415.8815.9815.8916.1015.5515.0715.1915.53 15.83 15.8216.4615.8816.5116.2516.3515.9415.3715.3414.9115.0415.2515.3815.6715.482.2%2.2%LOT 6LOT 4LOT 5PROPOSED TRAFFIC SIGNAL (TYP.)PROPOSEDTRAFFICSIGNALCONDUIT (TYP.)16.079' UTILITY EASEMENT9' UT IL ITY EASEMENT77' ROW50'FL-FL5' S IDEWALK 5' SIDEWALK STREET A (PR IVATE )5' SIDEWALK9' UTILITY EASEMENTR20'R20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)5' SIDEWALK9' UTILITY EASEMENT71' ROW44' FL - FL30" VERTICALCURB & GUTTER75' CROWN TRANS .24.6424.9724.8125.3524.6825.6325.7924.2325.3624.7325.0725.42 25.3324.8125.5425.9223.5623.5625.4125.3826.07 26.042.2%2.2%2.0%2.0%2.2%2.2%5' SIDEWALK9' UTILITY EASEMENTVIXEN DRIVELOT 10LOT 924.9725.192.5%25.5726.022.2% 2 . 2%2.2% 2 . 2%9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALKVIXEN DRIVE9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK 9' UT IL ITY EASEMENT5' S IDEWALK9' UTILITY EASEMENT5' SIDEWALK 71' ROW44' FL - FLSTORM DRAIN LINE BSEE SHEET ST28' CONCRETE PANR20'30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTER30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)PROJECTBOUNDARY5' SIDEWALK 23.1222.7123.0023.31CARRIAGE PARKWAY79' CROWN TRANS.23.5623.6922.9022.5822.7323.2122.6722.81 23.5723.702.2%2.2%2.2%0.9%0.6%0.6%0.6%1.0%0.8%2.2%2.2%23.6523.7423.1323.1023.1322.8623.5722.6123.360.6%22.6323.3522.8423.44 22.9024.0824.2023.1323.83 1.1%0.8%22.86LOT 10R20'R20'23.3822.760.6%24.1723.56R20'24.0324.052.2%18" VERTICAL OUTFALLCURB & GUTTER18" VERTICAL INFLOWCURB & GUTTER5.5' SIDEWALK23.3423.300.9%2.2%2.2%0.9%2.0%3.5%0.5%SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT1DETAILS INTERSECTION100 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 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.CallRINTERSECTION DETAILCARRIAGE ARKWAY & VIXEN DRIVEINTERSECTION DETAILCARRIAGE PARKWAY & STREET A (PRIVATE)INTERSECTION DETAILSTREET A (PRIVATE) & VIXEN DRIVEBACDCBA/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS TS TSTS TS TS TS TS TS TS TS CONTROLIRRCONTROLIRRGASXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / X X X X X X 9' UTILITY EASEMENT5' SIDEWALKPROSPECT ROAD15' UTILITY EASEMENTCARRIAGE PARKWAY 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED RAINGARDEN 1STORM DRAIN CSEE SHEET ST3R65'R85'R25'6' SIDEWALK6' SIDEWALK30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)12.1711.4912.5512.8413.0812.3112.1912.0611.9911.9011.7411.6112.4512.50 12.9912.9412.5812.5212.5912.6012.5812.75 12.7612.6812.7413.7512.5612.7212.8813. 3 7 13.54 13.8413.4414.1814.5614.4412.8112.8112.3113.4114.5112.9015.5315.0014.0513.570.6%0.5%0.6%0.7%0.5%0.6% 0.5% 2.2%3.4%14.6813.6213.2213.8314.2215.182.2%2.2% 2.2%2.2%0.6%1.0%0.7%1.1%1.0%1.0%0.1%0.5%1.1%0.6 %30" VERTICALCURB & GUTTER1.9%2.2%13.9413.552.2% 2.2%R2.50R5.00R5.00LOT 6LOT 313. 1 6 PROPERTY BOUNDARYPROPOSEDINTERIMTRAFFICSIGNAL ANDCONDUITPROPOSED TRAFFIC SIGNAL (TYP.)PROPOSEDTRAFFICSIGNALCONDUIT (TYP.)18" VERTICALCURB & GUTTER13.4612.5012.43SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT2DETAILS INTERSECTION101 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 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.CallRINTERSECTION DETAILPROSPECT ROAD & CARRIAGE PARKWAYDDCBA / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS TS TSTS TS TS TS TS TS TS TSFES CONTROLIRRCONTROLIRRV.P.F ESELECGASXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / X X X X X X ELECELEC9' UTILITY EASEMENT5' SIDEWALKPROSPECT ROAD15' UTILITY EASEMENTCARRIAGE PARKWAY 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED RAINGARDEN 1STORM DRAIN CSEE SHEET ST3R65'R85'R25'6' SIDEWALK6' SIDEWALK30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)12.1711.4912.5512.8413.0812.3112.1912.0611.9911.9011.7411.6112.4512.50 12.9912.9412.5812.5212.5912.6012.5812.75 12.7612.6812.7413.7512.5612.7212.8813. 3 7 13.54 13.8413.4414.1814.5614.4412.8112.8112.3113.4114.5112.9015.5315.0014.0513.570.6%0.5%0.6%0.7%0.5%0.6% 0.5% 2.2%3.4%14.6813.6213.2213.8314.2215.182.2%2.2% 2.2%2.2%0.6%1.0%0.7%1.1%1.0%1.0%0.1%0.5%1.1%0.6 %30" VERTICALCURB & GUTTER1.9%2.2%13.9413.552.2% 2.2%R2.50R5.00R5.00LOT 6LOT 313. 1 6 PROPERTY BOUNDARYPROPOSEDINTERIMTRAFFICSIGNAL ANDCONDUITPROPOSED TRAFFIC SIGNAL (TYP.)PROPOSEDTRAFFICSIGNALCONDUIT (TYP.)18" VERTICALCURB & GUTTER13.4612.5012.43SheetRUDOLPH 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 130KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:1.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 COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT2DETAILS INTERSECTION101 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 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.CallRINTERSECTION DETAILPROSPECT ROAD & CARRIAGE PARKWAYDDCBAWhat is the slope ofthese pedestrianramps? It should not begreater than 8.3%The sidewalkmeasures 10'The sidewalkmeasures 10'City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:02/09/2023 (SEE SITE PLAN) SKEW ANGLE CONCRETE APRON, IF SPECIFIED ON PLANS APRON TOE WALL STATION FLOW LOCATION OF CBC TOE WALL(SEE SITE PLAN)ΘINLET APRON IS REQUIRED IF CBC IS USED AS AN ANIMAL PASS (S E E S IT E P L A N )L CL OF ROADWAY STATIONING CBC HEADWALL SKEWWED HEADWALL, IF SPECIFIED ON PLANS CONSTRUCTION JOINT (SEE SITE PLAN)L(SEE SITE PLAN)ΘCBC HEADWALL S2 1 EACH FACE: BARS PROJECT 1'-9" INTO WINGWALL STEM TO SPLICE WITH HORZ #4 BARS. FOR PIPES SEE M-601-10 (6) LONGITUDINAL #4 FOOTING BARS (TOP MAT), PROJECT 1'-9" MIN INTO CULVERT FLOOR. FOR PIPES SEE M-601-10 1'-9" 1'-9" #4 x DESIGN DATA AASHTO LRFO EIGHTH EDITION, 2017 DESIGN METHOD:LOAD AND RESISTANCE FACTOR DESIGN, YIELD LINE METHOD REINFORCED CONCRETE: CONCRETE CLASS D (BOX CULVERT): f'c= 4,500 PSI REINFORCING STEEL: fy = 60,000 PSI LOADING: AT-REST EARTH (FLUID) PRESSURE FOR CONCRETE STEM DESIGN = 55 PCF FOR 2 (MIN.) : 1 SLOPED BACKFILL ACTIVE EARTH (FLUID) PRESSURE FOR CONCRETE FOOTING DESIGN = 40 PCF FOR 2 (MIN.) : 1 SLOPED BACKFILL LIVE LOAD SURCHARGE = 2'-0" MINIMUM RESISTANCE FOR SOIL BEARING = 5.5 KSF SOIL BEARING RESISTANCE FACTOR = 0.45 GENERAL NOTES 1. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4" 2. WINGWALL FOOTING AND FLOOR OF BOX CULVERT SHALL BE PLACED MONOLITHICALLY. 3. DIMENSIONS "h", "k", "L", "m" AND ANGLE "Θ" FOR WINGWALL SHALL BE AS SHOWN ON THE PLANS. 4. MINIMUM CLASS B LAP SPLICE LENGTH FOR BLACK REINFORCING BARS: 5.DESIGN DOES NOT CONSIDER ANY SCOUR EFFECTS. 6.WINGWALL DRAIN SHALL BE REQUIRED IF "h" ≥12'-0". BAR SIZE SPLICE LENGTH #4 1'-6" #5 1'-11" #6 2'-3" #7 2'-7"6"F IL L S L O P E 2 (M IN ):1STEM 10"#5 PLACE ALONG TO POF WALL (2 TOTAL) CONCRETE SEALER AT FRONT 2" CLR #4@12" EF HORZ AND VERT . (6)#4 LONGITUDINAL TOP MAT SEE DETAIL (2)#4 LONGITUDINAL BOTTOM MAT 3 1/2" x 1 1/2" CONSTRUCTION KEY #4x2'-8"@12" PROJECT 1'-10" INTO STEM 3" CLR1'-0"2" CLR3'-0"8" 3" CLR #4@1'-0" #4 BARS 5" TYPICAL SECTION WITH TOE WALL WITH TOE WALL 3" CLR3'-0"APRON TOE WALL 8"6"3" CLR#4@1'-0". MIN 1'-0" #4x2'-0"@1'-0" QUANTITIES FOR TOE WALL ONLY CONCRETE 0.049 CY/FT REINFORCEMENT 5.1 LB/FT #4 BARS #4@9"3'-0"1'-8"4'-8"5'-9"2'-0"(SEE SITE PLAN) L PLAN ELEVATION10"1'-0"1'-10"CONTINUOUS CONCRETE FOOTING CONCRETE WING WALL 6"CONCRETE TOE WALL OR APRON CONTINUOUS CONCRETE FOOTING CONCRETE WING WALL CULVERT HEADWALL CULVERT TOE WALL 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 Checked By: Project No: Drawn By:NOT FOR CONSTRUCTIONCOPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE STAMP #Date Issue/Description AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 1/10/2023 2:22:11 PMBIM 360://PNE01.25_Rudolph Farm_Ft Collins CO/PNE01.25_Rudolph Farm_Ft Collins CO_STRUCT_R21.rvtTYPICAL WINGWALL FOR BOX CULVERTS S2 1896-001 D. NAK S. HAMMANRUDOLPH FARMSCALE: NOT TO SCALE2TYPICAL CULVERT LAYOUT SCALE: NOT TO SCALE1ENLARGED PLAN AT CULVERT CORNER SCALE: 3/4" = 1'-0"3 TYPICAL WING WALL SECTION SCALE: 1/4" = 1'-0"4 TYPICAL WING WALL DIMENSIONS PLAN AND ELEVATION The structure plan cannot reference the site plan. All dimensions need to be called out in the structure plan so that the structure plan is self-contained. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:02/06/2023 Jin Wang, PE Date:02/06/2023