HomeMy WebLinkAboutGATEWAY APARTMENTS - PDP230001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (4)PROSPECT ROADINTERSTATE - 25HWY 14 / E. MULBERRY STFRONTAGE ROADS. SUMMIT VIEW DR.CARRIAGE PKWYSTOCKTON AVE.Original Field Survery:King Surveyors650 E. Garden DriveWindsor, CO 80550(970)686-5011Project #: 2013484JANUARY 2023CONTACT INFORMATIONPROJECT TEAM:VICINITY MAPNORTHPROJECT BENCHMARKS:GATEWAY APARTMENTSPROJECT TEAM:Savannah Benedick-Welch, AICPNorris Design244 N. College Avenue #165Fort Collins, Colorado 80524(970) 409-3414Rockfeller GroupDave Klebba, Vice President1401 Lawrence Street, Suite 1600Denver, CO 80202(720)824-4662Northern Engineering Services, Inc.Stephanie Thomas, PE301 North Howes Street, Suite 100Fort Collins, Colorado 80521(970)221-4158PLANNER/LANDSCAPE ARCHITECTOWNER/APPLICANTSITE ENGINEERGEOTECHNICAL ENGINEERCTL Thompson, Inc.Spencer Schram, PE400 N. Link LaneFort Collins, Colorado 80524(970) 206-9455SHEET INDEXBEING A REPLAT OF TRACT G, GATEWAY AT PROSPECT, LOCATED IN SECTION 16, 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 SURVEYORPRELIMINARY UTILITY PLANS FORSUBSURFACE EXPLORATION BY:UTILITY CONTACT LIST: *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.PHONE NUMBERGAS-----------------Xcel Energy-----------------------------Pat Kreager(970) 225-7840ELECTRIC--------City of Fort Collins Light & Power--Luke Unruh(970) 416-2724CABLE-------------Comcast----------------------------------Don Kapperman(970) 567-0425TELECOM.--------CenturyLink-------------------------------William Johnson(970) 377-6401WATER------------East Larimer County Water District-Randy Siddens(970) 493-2044WASTEWATER--Boxelder Sanitation District-----------Brian Zick(970) 498-0604STORMWATER-City of Fort Collins Utilities-----------Matt Simpson(970) 416-2754ENGINEERNGIEHTRONRNENGINEERNGIEHTRONRNCALL 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.CallR01C1.00COVER SHEET02-03C1.01-C1.02GENERAL & CONSTRUCTION NOTES04C2.00EXISTING CONDITIONS & DEMOLITION PLAN05-07C3.00-C3.02CIVIL SITE PLANGRADING SHEETS08C4.00OVERALL GRADING PLAN09-11C4.01-C4.03GRADING PLANUTILITY SHEETS12C5.00OVERALL UTILITY PLAN13-15C5.01-C5.03UTILITY PLANDRAINAGE SHEETS16C6.00FLOODPLAIN EXHIBIT17C6.01DRAINAGE EXHIBITAPPROVED:City Engineer:Approved SheetsDateWater & Wastewater UtilityApproved SheetsDateStormwater UtilityApproved SheetsDatePark Planning and DevelopmentApproved SheetsDateTraffic OperationsApproved SheetsDateEnvironmental PlannerApproved SheetsDateCity of Fort Collins, ColoradoUTILITY PLAN APPROVALAPPROVED:APPROVED:APPROVED:APPROVED:APPROVED:PROJECT DATUM: NAVD88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATION PIPE. ELEVATION: 4904.41BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF HIGHWAY BRASS CAP. ELEVATION: 4934.13PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIREDFOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) = NAVD88DATUM - 3.19'BASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION16, AS BEARING SOUTH 88°21'25" EAST (ASSUMED BEARING) WITH THE SOUTH QUARTERCORNER OF SECTION 16 BEING A 2 12" ALUMINUM CAP ON #6 REBAR, STAMPED LS 17497AND THE SOUTHEAST CORNER OF SECTION 16 BEING A 2 12" BRASS CAP IN CONCRETE,STAMPED LS 14823.I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with allapplicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fullyresponsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans.These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibilityby the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctnessof 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 financial responsibility by the City of FortCollins for additional quantities of items shown that may be required during the construction phase.DISCLAIMER STATEMENT:CERTIFICATION STATEMENT:CTL Thompson, Inc.Preliminary Geotechnical InvestigationGateway at ProspectInterstate 25 and Prospect RoadFort Collins, ColoradoCTL Project No. FC10412-115Date: November 2, 2022UTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTPROJECTLOCATIONOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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NYLOPLAST DUCTILE IRON OWNER: ANDERSONKENNTH E & JULIEANNOWNER: DEADMONDLARRY L & NANCY KOWNER:CULBERTSONDAVID MOWNER: SEA STARLIMITED PARTNERSHIPOWNER: DESELMSROBERT A & KDENISEOWNER:MOODYMARILYNJOANNEPROSPECT RDSTREET B STREET DSTREET EGATEWAY AT PROSPECTTRACT BGATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT IGATEWAY AT PROSPECTTRACT DGATEWAY AT PROSPECTTRACT HOWNER: GLANZTHOMAS J/LAURA PGATEWAY ATPROSPECTTRACT FTRACT ATRACT BLEASING OFFICEAND CLUBHOUSEBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 99' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTFU
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GARAGE 2 GARAGE 3 GARAGE 4DRAINAGE EASEMENTPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINSTORMTECH CHAMBERS 2STORMTECH CHAMBERS 1RAIN GARDEN 1PROPOSEDSIDEWALKCHASEPLANNED INLETSSEE GATEWAY ATPROSPECT PLANSPLANNED FULL SPECTRUMOUTLET STRUCTURESEE GATEWAY AT PROSPECT PLANSPLANNED FULL SPECTRUMOUTLET STRUCTURESEE GATEWAY AT PROSPECT PLANSPLANNEDEMERGENCYOVERFLOW WEIRSEE GATEWAY ATPROSPECT PLANSPLANNEDEMERGENCYOVERFLOW WEIRSEE GATEWAY ATPROSPECT PLANSPLANNED SIDEWALKCULVERTSEE GATEWAY ATPROSPECT PLANSPLANNED INLETSEE GATEWAY ATPROSPECT PLANSPLANNED RAINGARDEN F5SEE GATEWAY ATPROSPECT PLANSBOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)BOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)100-YR WSEL100-YR WSELFEMA 100-YRFLOODPLAINNATURAL HABITATBUFFER ZONE (NHBZ)PROPOSED 100-YRFLOODPLAINPROPOSED 100-YRFLOODWAYEROSION BUFFERLIMITS (TYP.)FEMA 100-YRFLOODWAY36' FL-FL63' ROW42
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63' ROWPROPOSED 50' CITY OF GREELEYWATERLINE EASEMENTREC. NO. __________________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.CallRNORTH( IN FEET )1 inch = ft.Feet0606060120180PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX
PROSPECT RDOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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PROSPECT RDPROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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KEYMAPX
PROSPECT RDPROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYC4.0210GRADINGPLANOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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BOXELDER CREEK100-YR OVERFLOWCHANNELGARAGE 1DETENTION POND EBUILDING 9BUILDING 1PROPOSED 50' CITY OF GREELEYWATERLINE EASEMENTREC. NO. __________________26' EMERGENCY ACCESSAND UTILITY EASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT10' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITY EASEMENT45' UTILITYEASEMENT12' UTILITY EASEMENT7' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT12' UTILITYEASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT10' UTILITYEASEMENT20' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20513' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473PLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT21' DRAINAGE EASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT63' ROW100-YR WSELBOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)0.5%
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PROSPECT RDPROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYC4.0311GRADINGPLANOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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DPROSPECT RDSTREET BSTREET DSTREET EOWNER: DELSEMSROBERT A & K DENISEOWNER: SEA STARLIMITED PARTNERSHIPOWNER: ANDERSONKENNETH E & JULIEANNOWNER:CULBERTSON DAVIDMOWNER:MOODYMARILYNJOANNEOWNER:DEADMONDLARRY L &NANCY KOWNER:EVERHOUSE,LLCGATEWAY AT PROSPECTTRACT BGATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT IGATEWAY AT PROSPECTTRACT DGATEWAY AT PROSPECTTRACT HGATEWAY ATPROSPECTTRACT FLEASINGOFFICEANDCLUBHOUSEBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 8BUILDING 9GARAGE 1
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PROSPECT RDNOTES: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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTEDAND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADETO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACTLOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYPROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEENALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BEDETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS. ENGINEERINGINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORTCOLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BEADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONSSHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE ORBICYCLE WHEEL PATHS.11.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED 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 CABLECTVEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYUTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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NYLOPLAST DUCTILE IRON OWNER: DELSEMSROBERT A & KDENISEOWNER: SEA STARLIMITEDPARTNERSHIPOWNER:ANDERSONKENNETH E &JULIE ANNPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICE26' EMERGENCYACCESS ANDUTILITYEASEMENT42' FL-FLPROPOSEDSTORM DRAINPROPOSEDUNDERDRAINPROPOSED 8" WATERLINE26' EMERGENCYACCESS ANDUTILITY EASEMENTPROPOSED 8"WATERLINE26' EMERGENCYACCESS AND UTILITYEASEMENTPROPOSED 8"WATERLINEPROPOSED 8"SANITARY SEWERPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPLANNED ELECTRIC LINEPER GATEWAY AT PROSPECT PLANS26' EMERGENCYACCESS ANDUTILITYEASEMENTPROPOSED STORTECH CHAMBERSPLANNED 27" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED 12" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED 12" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED 30" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 812' UTILITY EASEMENTPLANNED STORM DRAINPER GATEWAY AT PROSPECTCONNECT TO PLANNED STORM DRAINPER GATEWAY AT PROSPECT WITH NEWMANHOLE WITH WATER QUALITY WEIRPLANNED RAIN GARDENPER GATEWAY AT PROSPECT PLANSPLANNED UNDERDRAINPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPROPOSED ELECTRICMETER (TYP.)PROPOSED GASMETER (TYP.)10' UTILITYEASEMENT10' UTILITYEASEMENT8' UTILITYEASEMENT12' UTILITYEASEMENT12' UTILITYEASEMENT7' UTILITYEASEMENT35.25' DRAINAGEEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT6.5' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMNT10' UTILITY EASEMENT10' UTILITYEASEMENTPROPOSED TRANSFORMERPROPOSEDTRANSFORMERPROPOSED TRANSFORMERPROPOSED TRANSFORMERPROPOSED TRANSFORMERPLANNED FIRE HYDRANTPER GATEWAY AT PROSPECT PLANSPLANNED TEMPORARY FIRE HYDRANTPER GATEWAY AT PROSPECT PLANSPLANNED FIRE HYDRANTPER GATEWAY AT PROSPECT PLANSSTREET BSTREET DPROPOSED GAS LINEPROPOSEDELECTRICLINE9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT21' DRAINAGE EASEMENTPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANSPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANSPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMED26' EMERGENCYACCESS ANDUTILITYEASEMENT63' ROW63' ROWGARAGE 1
GARAGE 2 GARAGE 5GARAGE 3 GARAGE 4
PROPOSED 1.5" IRRIGATION METERGATEWAY AT PROSPECTTRACT BTRACT ACALL 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.Feet03030306090MATCH LINE - SEE SHEET C5.02
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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTEDAND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADETO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACTLOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYPROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEENALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BEDETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS. ENGINEERINGINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORTCOLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BEADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONSSHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE ORBICYCLE WHEEL PATHS.11.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED 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 CABLECTVEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX
PROSPECT RDUTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTEXISTING 10" SANITARY SEWERMATCH LINE - SEE SHEET C5.03OWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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WIRNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON PROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSEDDRAINAGE EASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT42' FL-FL26' EMERGENCYACCESS AND UTILITYEASEMENTPROPOSED STORM DRAINPROPOSED 8" WATERLINEPROPOSED 8"SANITARY SEWERPROPOSED UTILITY EASEMENTPROPOSED 8"WATERLINEPROPOSED 8"SANITARY SEWERPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED STORMTECH CHAMBERSPROPOSED STORM DRAINPROPOSED STORM DRAINPLANNED 27" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED 12" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED NONPOTABLE CONNECTIONPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANSBUILDING 5BUILDING 6BUILDING 7BUILDING 8PLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSCONNECT TO PLANNED STORM DRAINPER GATEWAY AT PROSPECT WITH NEWMANHOLE WITH WATER QUALITY WEIRPROPOSED STORM DRAINPROPOSED UNDERDRAINPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPROPOSED ELECTRICMETER (TYP.)PROPOSED GASMETER (TYP.)10' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT8' UTILITYEASEMENT30' UTILITY EASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT10' UTILITYEASEMENTDRAINAGE EASEMENTPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANS10' UTILITYEASEMENTPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANS1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED TRANSFORMERPROPOSED TRANSFORMERPROPOSED TRANSFORMERPROPOSEDTRANSFORMERREMOVE TEMP FIRE HYDRANT ANDCONNECT TO PLANNED 8" WATERPER GATEWAY AT PROSPECT PLANSSTREET DSTREET EPLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENT30' PEDESTRIANACCESS ANDTRAIL EASEMENT9' UTILITY EASEMENTBOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)9' UTILITY EASEMENTPROPOSED GAS LINEPROPOSEDELECTRICLINE9' UT
ILITY EASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT20' DRAINAGE EASEMENTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANSF
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K 26' EMERGENCYACCESS ANDUTILITYEASEMENT63' ROWGARAGE 6PROPOSED STORM DRAINGATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT IGATEWAY AT PROSPECTTRACT DTRACT BCALL 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.Feet03030306090MATCH LINE - SEE SHEET C5.01NOTES: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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTEDAND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADETO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACTLOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYPROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEENALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BEDETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS. ENGINEERINGINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORTCOLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BEADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONSSHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE ORBICYCLE WHEEL PATHS.11.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED 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 CABLECTVEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX
PROSPECT RDUTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTMATCH LINE - SEE SHEET C5.03OWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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N These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 17ENGINEERNGIEHTRONRNC5.0214UTILITYPLANC5.01C5.02C5.03
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NOWNER:CULBERTSONDAVID MOWNER:BADECARLAMOWNER:WHITEWESLEY RANGELINAMOWNER:MOODYMARILYNJOANNEOWNER:MOODYMARILYNJOANNEOWNER:DEADMONDLARRY L&NANCY KPROSPECT RDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 8"WATERLINEPROPOSED 8"SANITARY SEWERPROPOSED 50' CITY OF GREELEYWATERLINE EASEMENTREC. NO. __________________26' EMERGENCY ACCESSAND UTILITY EASEMENTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSED 8" WATERLINEPROPOSED 8"SANITARY SEWEREXISTING SUBDRAINEXISTING 27"CITY OFGREELEYWATERLINE26' EMERGENCYACCESS ANDUTILITYEASEMENTPLANNED 10" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED 30" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANSEXISTING SUBDRAINLEASINGOFFICE ANDCLUBHOUSEBUILDING 1BUILDING 9PROPOSED RAIN GARDEN UNDERDRAIN10' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITY EASEMENT45' UTILITYEASEMENT12' UTILITY EASEMENT7' UTILITYEASEMENTPLANNED RAIN GARDENPER GATEWAY AT PROSPECT PLANSPLANNED UNDERDRAINPER GATEWAY AT PROSPECT PLANSPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAIN OUTFALLPER GATEWAY AT PROSPECT PLANSPROPOSED STORM DRAINPROPOSED ELECTRICMETER (TYP.)PROPOSED GASMETER (TYP.)10' UTILITYEASEMENT10' UTILITYEASEMENT12' UTILITYEASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENTPROPOSED UNDERDRAIN10' UTILITYEASEMENTPROPOSEDTRANSFORMERPROPOSED TRANSFORMERSTREET B
20' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20513' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 20160018473PROPOSEDDRAINAGE EASEMENTDRAINAGE EASEMENT TOTHE CITY OF FORT COLLINSREC. NO. 201600184749' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473PLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENTPROPOSED TRANSFORMERPROPOSED 1" WATER METERSIZE TO BE CONFIRMEDPROPOSED 6" FIRE SERVICEPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMED26' EMERGENCYACCESS ANDUTILITYEASEMENTREMOVED TEMP FIRE HYDRANT ANDCONNECT TO PLANNED 8" WATERPER GATEWAY AT PROSPECT PLANSCONNECT TOPLANNED SEWER MANHOLEPER GATEWAY AT PROSPECT PLANS21' DRAINAGE EASEMENTFU
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BOXELDER CREEK100-YR OVERFLOWCHANNEL26' EMERGENCYACCESS ANDUTILITY EASEMENT63' ROWGARAGE 1
GATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT FCALL 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.Feet03030306090MATCH LINE - SEE SHEETS C5.01 & C5.02NOTES: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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTEDAND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADETO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACTLOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYPROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEENALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BEDETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS. ENGINEERINGINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORTCOLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BEADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONSSHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE ORBICYCLE WHEEL PATHS.11.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED 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 CABLECTVEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX
PROSPECT RDUTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N
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N These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 17ENGINEERNGIEHTRONRNC5.0315UTILITYPLANC5.01C5.02C5.03