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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 5 - UTILITY PLANS (4)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 WWWTSALPOLYNDUCTILEIRON 8" W8" W8" W8" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SS8 " W8" WFESCONT ROLIRR CONTRO L IRRV.P.FESDDDVAULTF.O.GASXXXXX X X X X VAULTF.O.TTVAULTF.O.TTVAULTF.O.utilLIDFESSSDSDSSSSSSSSSSSSSSSSSSSSSSSSSFESFESDDDDDDF.O.FOF.O.F.O.F.O.F.O.MFOMFOVAULT F.O. VAUL TF.O. XSSSSSSSSSSS X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDWWWFOPOUDRE 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 COPEN SPACETRACT BOPEN SPACETRACT DOPEN SPACETRACT AOPEN SPACETRACT GDE&IETRACT ODE&IELOT 2TRACT EDELOT 3TRACT FDE&IELOT 5TRACT HDE&IELOT 9TRACT JDE&IETRACT IDE&IETRACT KDE&IETRACT LDE&IETRACT MDE&IETRACT NDE&IEFOX 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 ST4CULVERT HSEE 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 ISEE SHEET ST8NATURALRESOURCE(RAPTOR NEST)NATURAL BUFFER(DITCH BANK)NATURAL BUFFER(RAPTOR NEST)NATURAL BUFFER(WETLAND)100-YEARBOXELDERFLOODPLAINBOXELDERFLOODWAYEROSION BUFFER ZONEWETLAND BUFFERTRACT PUDA&EAETRACT QUDA&EAESTREET A (PRIVATE)VIXEN DRIVECARRIAGE PKWYPROSPECT ROADLAKE CANALTRIC CANALSOUTHEAST FRONTAGE ROADINTERSTATE 25 OG1OVERALL GRADING PLAN58 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 1301.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 LINEKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 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 G1G2G3G4G5G6G7G8G9 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FESV.P.F ESDDDGAS/ / / / / / / /XXXXGG/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / / X X X X X B MB MCCTCCTTCCTCutilLIDFESDDCTV CTV FESFESDDDDDDMM/ / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGX UDUDUDUDUDUDUDFOSSH2OH2OH2OH2OH2OH2OH2OWVWVWSCCCWCCWECABLEMMCWMH2OWVWVWWWWSS SSSSSSSSSSCSCONTROL IRR V.P.V.P.V.P.V.P.CABLEMMCSMMMWTH2OM12345 G0G432112345G0G43210000000000000000 NO PARKINGNO PARKING / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SBSBSBSB8" 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" WTSALPOLYNDUCTILEIRONWFFW12" SS12" SST8" W8" W LOT 1LOT 2LOT 3LOT 4LOT 6LOT 5LOT 11LOT 8LOT 9LOT 10LOT 12LOT 13LOT 7r1r2r5r6r3r4POND 2(HYDRAULICALLY CONNECTED)RAIN GARDEN 2RAIN GARDEN 3RAIN GARDEN 4RAIN GARDEN 5RAIN GARDEN 1STREET AVIXEN DRIVECARRIAGE PARKWAYr7r8SWALE BEHINDLOTS 8 AND 9os7OVERTOPPING EXTENTSDURING 100-YR EVENT15.6816.40 100-YEARBOXELDERFLOODPLAINSWALESWALEBOXELDERFLOODWAY1112654R1R29BR4R6R5OS1OS3DC1DC2DC37OS4OS58BR310131238A9AR7R8OS6OS7R9R10R11r9r10r11POND OUTLET 1SEE SHEET ST6POND OUTLET 2SEE SHEET ST6STORM DRAIN CSEE SHEET ST3STORM DRAIN ESEE SHEET ST4CULVERT HSEE SHEET ST7POND CULVERT 1SEE SHEET ST7STORM DRAIN DSEE SHEET ST4STORM DRAIN ASEE SHEET ST1STORM DRAIN BSEE SHEET ST2STORM DRAIN ISEE SHEET ST3GREGG S SCHMIDTKE4607 KITCHELL WAY,FORT COLLINSPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADINTERSTATE 25 THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSCDOT1012 SE FRONTAGE RD,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSOS2STORM DRAIN FSEE SHEET ST5STORM DRAIN GSEE SHEET ST5LAKE CANAL CULVERT ASEE SHEET LC2LAKE CANAL CULVERT BSEE SHEET LC3LAKE CANAL CULVERT CSEE SHEET LC3TRIC CULVERT ASEE SHEET TRIC1TRIC CULVERT BSEE SHEET TRIC1RAIN GARDEN 2OVERTOPPINGRAIN GARDEN 3OVERTOPPINGRAIN GARDEN 4OVERTOPPINGRAIN GARDEN 5OVERTOPPINGRAIN GARDEN 1OVERTOPPINGEROSIONCONTROLBUFFER16.6816.6816.4516.6816.68 OVERTOPPING EXTENTSDURING 100-YR EVENTPOND 1WQCV = 10,241 CU. FT.WQCV WSEL = 4904.41100-YR VOLUME = 201,893 CU. FT.100-YR WSEL = 4908.43MAX RELEASE = 14.68 CFSPOND 2WQCV = 22,638 CU. FT.WQCV WSEL = 4911.25100-YR VOLUME = 618,699 CU. FT.100-YR WSEL = 4915.66MAX RELEASE = 7.00 CFSPOND 3WQCV = N/A100-YR VOLUME = 197,769 CU. FT.100-YR WSEL = 4921.97MAX RELEASE = 7.00 CFSPOND 3(HYDRAULICALLY CONNECTED)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 130PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN BOUNDARYRUNOFF SUMMARY:1.REFER TO THE RUDOLPH FARM - FINAL DRAINAGE REPORT FOR ADDITIONALINFORMATION.2.ALL RAIN GARDENS WILL OVERTOP THE 100-YR EVENT INTO THEIR ADJACENTPONDS. REFER TO EROSION CONTROL SHEET FOR EROSION PROTECTIONINFORMATION.LEGEND:BASIN AREAABASIN IDBASIN MINOR AND MAJOR C COEFFICIENTSNOTES:NORTHDR1DRAINAGE EXHIBIT121 ( IN FEET )1 inch = ft.Feet0150150150300450BASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)16.807.55.00.851.0014.2267.6821.477.55.00.851.003.0714.6031.437.55.00.851.002.9914.2242.427.25.00.851.005.1824.0551.107.45.00.851.002.3710.9962.597.45.00.851.005.5425.7476.676.25.10.800.8614.2557.088A5.745.05.00.951.0015.5357.078B2.165.05.00.951.005.8621.549A10.765.45.00.951.0029.14107.099B3.975.45.00.951.0010.7439.48109.476.05.00.951.0024.8494.27113.285.05.00.951.008.8732.611213.506.35.00.951.0034.25134.35138.8512.812.80.300.385.3523.68R12.468.47.40.800.994.7221.40R21.365.05.00.830.993.2213.41R31.4413.112.00.790.992.2610.42R41.117.96.90.800.992.179.91R52.8313.912.80.780.984.3019.50R61.9813.912.80.780.983.0113.67R70.945.05.00.850.992.279.24R80.866.15.00.710.841.627.16R90.475.05.00.800.991.084.67R100.355.05.00.800.990.793.43R110.245.05.00.780.980.532.31OS15.169.08.50.240.292.8512.29OS21.335.05.00.861.003.2713.27OS33.7611.211.20.200.251.606.97OS45.558.98.40.250.303.2613.95OS53.109.48.90.200.251.436.36OS61.235.45.20.200.250.703.06OS70.425.05.00.200.250.241.04DC12.025.25.00.200.251.155.03DC22.215.25.00.200.251.265.50DC33.545.25.00.200.252.028.82