HomeMy WebLinkAboutC060.6 - STORM PLAN AND PROFILE 7870875880885890895900905870875880885890895900905(2) 155 LF -15" RCP@ 0.22%893.1891.2891.3890.7890.6885.93890.60891.18887.22882.720+001+001+7112" DIPGAS MAINBOT. PIPE =886.47CROWN =887.578" DIPGAS MAINBOT. PIPE =887.43CROWN =888.182.57'STM 6512'x2' BOX INLETRIM: 885.50IE: 882.84 (SE)FES 652 & 652A15" RCPIE: 882.50STM 651A2'X2' BOX INLETRIM: 885.50IE: 882.84 (SE)HPPPP HPPPP HPPPPHPPPPHPPPP HPPPPHPPPPHPPPP HPPPP HPPPPHPPPPHPPPP HPPPP HPPPPHPPPPHPPPP HPPPP HPPPPHPPPP HPPPPHPPPPHPPPPHPPPP HPPPP HPPPPHPPPPHPPPP HPPPP HPPPP HPPPPHPPPPHPPPP HPPPP HPPPP2 X 155 LF - 15" RCP @ 0.22%SSD. RISER=892.78INV=890.486" SSD. 201 LFSSD. RISER=891.28INV=888.176" SSD. 143 LF47 LF - 24" RCP @ 0.90%47 LF - 24" RCP @ 1.23%HPPPPHPPPPHPPPP
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P139 LF - 30" RCP @ 0.30%22 LF - 30" RCP @ 0.36%47 LF - 24" RCP @ 0.90%47 LF - 24" RCP @ 1.23%MH-ETM0628 LF - 12" RCP @ 1.00%23 LF - 12" RCP @ 1.60%2 X 89 LF - 36" RCP@ 0.56%FH 4VB 68 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON870875880885890895900905870875880885890895900905886.7886.1
885.9
887.00
892.00
888.940+001+00(2) 89 LF - 36" RCP@ 0.56%CROWN = 883.498" PVC SAN. MAININV. = 882.80STA:0+38.40ELEV:892.158" WATER MAININV = 884.19FES 624 & 624A36" RCPIE: 886.50(SE)FES 623 & 623A36" RCPIE: 886.00(NW)870875880885890895900870875880885890895900885.1
885.4
888.1
888.5
888.7
882.710+001+002+00STM 654RIM: 885.46IE: 882.08 (NE)IE: 882.08 (S)139 LF - 30" RCP@ 0.30%FES 65521" RCPIE: 882.00(N)22 LF - 30" RCP@ 0.36%STM 653SEE DETAILSHEET C8.3RIM: 886.40IE: 882.50 (S)870875880885890895900870875880885890895900888.5
884.0
886.6
883.2
888.45
884.03
886.58
883.210+001+1647 LF - 24" RCP@ 1.23%START INV: 884.56END INV: 883.98EX. 60 LF - 24" RCP@ 1.23%START INV: 883.98END INV: 883.25STM 656SEE DETAILSHEET C8.3RIM: 887.70IE: 884.56 (SE)870875880885890895900870875880885890895900888.5
883.9
886.7
883.0
888.52
883.90
886.67
883.050+001+1647 LF - 24" RCP@ 0.90%START INV: 884.28END INV: 883.86EX. 60 LF - 24" RCP@ 0.90%START INV: 883.86END INV: 883.32STM 656ASEE DETAILSHEET C8.3RIM: 887.70IE: 884.28 (SE)DRAWING NO.C6.6N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg5/17/2019DESCRIPTIONDATENO.
R E V I S I O N S
PROJECT NO.:
PROJECT MANAGER:
DRAWN BY:
DESIGNED BY:
ORIGINAL ISSUE DATE:18414 DECEMBER 14, 2018
JOR
PLD
JOR
CARMEL INDIANA
STORM SEWER PLAN & PROFILE
ESTATES AT TOWNE MEADOW
DESCRIPTIONDATENO.
619 N Pennsylvania St
Indianapolis, IN 46204
317.423.0690 phone
www.v3co.com
Know what'sbelow.before you dig.CallRKEY MAPN.T.S.NOTES:1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT,AND SIZE OF ALL EXISTING UTILITIES PRIOR TOORDERING MATERIALS OR BEGINNING UTILITYWORK. CONTRACTOR TO NOTIFY ENGINEER OFANY DISCREPANCIES IMMEDIATELY.2.UNLESS INDICATED OTHERWISE, FRAME AND OPENLID STORM STRUCTURES IN PAVEMENT SHALL BENEENAH R-2502 WITH TYPE D LID OR APPROVEDEQUAL, AND FRAME AND CLOSED LID STORMSTRUCTURES IN PAVEMENT SHALL BE NEENAHR-1772 OR APPROVED EQUAL. FRAME AND OPENLID STORM STRUCTURES IN OPEN SPACE SHALL BER-4340-B OR APPROVED EQUAL. ALL FRAME ANDGRATES SHALL CONFORM TO LOCAL MUNICIPALITYREQUIREMENTS.FRAME AND CLOSED LID STORM STRUCTURESLOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE“NEENAH R-1772 WITH TYPE C LID (OR EQUIVALENT)WITH PERMA-GRIP SURFACE. DRILL 1 - 1” DIAMETERLIFT HOLE INSTEAD OF A STANDARD PICK HOLE.”3.LIGHT POLES SHOWN FOR COORDINATION ORLOCATION PURPOSES ONLY AND DO NOTREPRESENT ACTUAL SIZE. SEE PLANS BY SITELIGHTING CONSULTANT FOR SITE LIGHTINGINFORMATION.4.THE STORM SEWER SYSTEM SHALL BECONSTRUCTED PER DESIGN SPECIFIED AND ASAPPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DEVIATIONSFROM THE APPROVED DESIGN SHALL ONLY BEPERMITTED DUE TO SPECIAL CIRCUMSTANCES ORDIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM ADESIGNATED REPRESENTATIVE OF THE CITY OFCARMEL IN ADDITION TO SUPPLEMENTALAPPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BEINCLUDED AS A REQUIREMENT ONAS-BUILT/RECORD DRAWINGS SUBMITTED FORRELEASE OF PERFORMANCE GUARANTEES.APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10FPS OR GREATER (AT FULL FLOW CAPACITY) SHALLREQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE.THE CONTRACTOR IS INSTRUCTED TO AS-BUILTEACH SECTION OF STORM PIPE AS IT IS BEINGINSTALLED TO ENSURE COMPLIANCE WITH THEDESIGN PLANS AND AS APPROVED BY THE CITY OFCARMEL..