HomeMy WebLinkAboutJEROME STREET STATION - FDP230006 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (3)UDUDUDUDUDUDUDUDUDUDUDUDG
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B BBBBBBRAIN GARDEN 1MINIMUM FLAT SURFACE AREA = 1,153 SQ. FT.PROVIDED FLAT SURFACE AREA =1,305. SQ. FT.CONCRETE RUNDOWNAND FOREBAY65.5066.5065.
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4:1 4:1PROPOSEDDETENTIONPOND 1107 SF PERMANENTTURF REINFORCEMENT MATRG1 CONNECTION A3INV. IN=4962.98 (NW)INV. IN=4962.92 (NE)INV. OUT=4962.98 (SE)FG=4965.36DRAIN BASIN R1-1 (8'' Ø)INV. IN=4962.95 (NW)INV. OUT=4962.95 (SW)RIM=4966.74DRAIN BASIN R1-2 (8'' Ø)INV. IN=4963.17 (W)INV. OUT=4963.17 (SE)RIM=4966.5068.78 LF 6" SLOTTED PVC @ 0.00%CLEANOUT R1-3INV. OUT=4963.17 (E)RIM=4966.5066.5066.5066.5066.50CONCRETE WEIRSEE DETAIL SHEET D461.96 LF 6" PVC @ 0.36%7.17 LF 6" PVC @ 0.31%STORM DRAIN ASEE SHEET ST14:14:1TRANSITION FROM SLOTTED PVCTO SOLID PVC 2-FEET INSIDEEDGE OF RAIN GARDEN BOTTOMUDUDUDUDUDUDUDUDUDUDUDUDUDGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSBBBB
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B DRAIN BASIN R2-2 (8'' Ø)INV. IN=4962.46 (W)INV. OUT=4962.46 (E)RIM=4965.34CLEANOUT R2-4INV. OUT=4962.46 (E)RIM=4964.41HEADWALL R2-1INV. IN=4962.42 (W)RIM=4962.7899.67 LF 4" SLOTTED PVC @ 0.00%RAIN GARDEN 2MINIMUM FLAT SURFACE AREA = 1,019 SQ. FT.PROVIDED FLAT SURFACE AREA = 1,224 SQ. FT.64.4664.4464.5064.5164.5064.5064.4964.4964.546
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0 64.5064.5264.5263.5063.5163.5063.5463.5463.5063.5063.5063.5363.5463.5064.5064.5063.50 63.5763.5763.514:1
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4:110:16:165.0064.7564.1462.4362.3562.33354 SF PERMANENTTURF REINFORCEMNTMAT6
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9 65.11CONCRETE WEIRSEE DETAIL SHEET D415.36 LF4" PVC@ 0.00%CLEANOUT R2-3INV. IN=4962.46 (W)INV. OUT=4962.46 (E)RIM=4963.5030.09 LF 4" PVC @ 0.14%KEYMAPN. COLLEGE AVENUE
CAJETAN ST.JEROME STREETE. VINE DRIVESheetJEROME STREET STATION
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of 35RG1RAIN GARDEN 1& 2 PLAN18 EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED DRAIN BASINPROPOSED 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 SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ONBIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIRAGGREGATE.PROPOSED RIGHT OF WAYPROPOSED SPOT ELEVATIONRAIN GARDEN SIDE SLOPES2.0%(47.45)EXISTING SPOT ELEVATION33.43NATURAL HABITAT BUFFER ZONE PROPOSED SLOPESFLAT BOTTOM AREAPROPOSED 6" PERFORATED PVCUDNORTH( IN FEET )1 inch = ft.Feet01010102030RAIN GARDEN 1RAIN GARDEN 2RAIN GARDEN 1RAIN GARDEN 2Line Over Text5/08/2023