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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSELECCVAULTF.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 COLLINSWEST 14 CORNERSECTION 15-T7N-R68WFOUND 314" ALUMINUM CAPLS 17483100-YEARBOXELDERFLOODPLAINFOUND #4 REBARw/RPC, ILLEGIBLEREMOVE EXISTINGCONCRETE DITCHCONCRETEFOUNDATIONEXISTING ELECTIMNATHRESERVOIR INLETCANAL (TRIC) BOXEXISTING FIBER-OPTICVAULTEXISTING ELECTIMNATH RESERVOIR INLET CANAL (TRIC)ALTO REMAINNATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(AQUATIC RESOURCE)100-YEARBOXELDERFLOODPLAINEX1DEMOLITION 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 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING 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 Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 FESCONT ROLIRR CONTRO L IRRV.P.FESDDDTRAFFICVAULTVAULTF.O.ELECHYDTRAFFICVAULTGAS/ / / / / / / // / / / / / / /EEEEEEEXEGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / W X X FO FO ELECCVAULTF.O.CTCCTVAULTF.O.ELECELECTCCTVAULTF.O.CELECELECBRKRHYDHYD WELECFOH2OELECELEC utilLIDELECFESFESFES FESFESSSDSDSSSSSSSSSSSSSSSSSSSSSSSSSST FO FOCTVCTV EEEEEEEEEEEFESFESHYD ELECDDDDDDVAULTELEC VAULTELECVAULTELEC VAULTELEC VAULTELEC ELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMELECELECELECELECFOVAULTF.O. VAUL TF.O.FOFOFOFOFOFOFOFOW W W WW W WWWWWWWWWWWWWW WWWWWWWWWEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGSSSSSSSSSSSGGGGGGGGWELL WELL 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 G8" W 8" W 12" SS G G TTTTGGG12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" WTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONFF12" SS12" SST8 " W8" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STREET AGREGG 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 CTRACT BTRACT DTRACT ALOT 2TRACT ELOT 3TRACT FLOT 5TRACT HLOT 9TRACT JTRACT ITRACT KTRACT LTRACT MTRACT NTRACT GTRACT OLOT 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 LINE (TYP.)PROPOSED 8"WATER LINE (TYP.)POND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVER ASEE SHEET LC1LAKE 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 ST4POND CULVERT 2SEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND CULVERT 1SEE 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.)PROPOSEDREGIONAL 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 C2SEE SHEET ST3NATURAL RESOURCE(RAPTOR NEST)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)100-YEAR BOXELDERFLOODPLAIN100-YEAR BOXELDERFLOODPLAINPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTOU1OVERALL 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 125NOTES: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 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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSFO FO FO FO FO FO FO FO FOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 WELL WELL WELL WELL WELL WELL WELL WELLNPNPNPNPNPNPNPNPNPNPNP NPNPNPNPNP NP NPNPNPNPNPNPNPNP EXISTING FIBEROPTIC VAULT EXISTING ELECTRICBOX EXISTING 10" PVCSANITARY SEWERPROJECTBOUNDARYLOT 8TRACT ITRACT CTRACT BTRACT DTRACT ALOT 910' UTILITYEASEMENTPROPOSED WELL LINE(DESIGN BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)EXISTING CONCRETEFOUNDATIONRE-ALIGNEDCONCRETE CHANNELCDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINS100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINU1UTILITY PLAN16CALL 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 U2 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 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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 125MATCH LINE - SEE SHEET U4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9 CTVCTVCTVCTVSSSCCCCCECABLEMMCMWWWWWWSS SSSSSSSSSSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMTM/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWCA R R I A G E P A R K W A Y KIT DEN DR.HUNTSMAN DR.VIXEN DR.WWWWWWWWW W W8" SS 8" SS 8" SS 8" W 8" W 12" SS 12" SS12" SS12" SSTSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" WTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SS8 " W8" WFESCONT ROLIRR CONTRO L IRRV.P.FESDDDVAULTF.O.GASXX X VAULTF.O.TTVAULTF.O.TTVAULTF.O.FOutilLIDFESFESFESFESSSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSTFESFESDDDDDDF.O.FOF.O.F.O.F.O.F.O.MFOMFOVAULT F.O. VAUL TF.O.SSSSSSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGUDUDUDUDUDUDUDLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25 POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROPOSED RAINGARDEN 2PROPOSED RAINGARDEN 3PROPOSED RAINGARDEN 4PROPOSED RAINGARDEN 5POND 2POND 2POND 3POND 3POND 1POND 4PROPOSEDUNDERDRAIN (TYP.)GREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSTHOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSLOT 7LOT 6LOT 1LOT 8LOT 13LOT 10LOT 11LOT 4LOT 12TRACT CTRACT BTRACT DTRACT ATRACT GTRACT OLOT 2TRACT ELOT 3TRACT FLOT 5TRACT HLOT 9TRACT JTRACT ITRACT KTRACT LTRACT MTRACT NFOX GROVESUBDIVISIONPOND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6LAKE 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 ST4POND CULVERT 2SEE SHEET ST7STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5POND CULVERT 1SEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2STORM DRAIN C2SEE SHEET ST3NATURALRESOURCE(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(WETLAND)OG1OVERALL GRADING PLAN56 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 125PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.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 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 BREAKKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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.CallRG1G2G3G4G5G6G7G8G9 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WELLWELLWELLWELLWELLWELLWELLWELLSOUTHEAST FRONTAGE ROADINTERSTATE 25100 YR BOXELDER FLOODPLAIN EXISTING FIBER OPTIC VAULT EXISTING ELECTRIC BOX EXISTING 10" PVC SANITARY SEWER PROJECT BOUNDARY LOT 8 TRACT I TRACT C TRACT B TRACT D TRACT A LOT 9 10' UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT 2.3 % 1.7%1.3%0.7% PROPOSED DITCH REALIGNMENT (20.82)(18.81)(1 8 . 5 1 )(18.56)18. 4 9 18.7819.6320.9019.88 1 9 . 5 8 20.9319. 9 3 18.43 19.9320.9318.43 18.88 17.4017.40 19.88 19. 9 6 19.40 18.40 16.9516.95 19.4419. 5 4 18.44 17.44 15.9415.94 18.44 17.44 18.69 19.00 18.80 18.4919. 7 9 10' WIDE REGIONAL TRAIL 10' REGIONAL TRAIL0.3%0.3%0.3%0.3%0.4%0.4%G1 GRADING PLAN57 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G2PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G4 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9