HomeMy WebLinkAboutC060.0 - STORM PLAN AND PROFILE 1HPPPPHPPPP HPPPPHPPPP HPPPP HPPPP HPPPP HPPPP HPPPP HPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPPHPPPP
SEA Group, Land Surveyors SEA Group, Land SurveyorsTOWNE MEADOW DRIVETOWNE ROAD
SUTTON AVENUE****MH-ETM04MH-ETM03MH-ETM0228 LF - 12" RCP @ 0.32%182 LF - 18" RCP @ 0.20%218 LF - 18" RCP @ 0.20%399 LF - 30" RCP @ 0.18%89 LF - 30" RCP @ 0.25%86 LF - 30" RCP @ 0.30%132 LF - 15" RCP @ 0.80%28 LF - 15" RCP @ 1.00%84 LF - 18" RCP @ 0.45%22 LF - 18" RCP @ 1.00%28 LF - 18" RCP @ 1.00%169 LF - 21" RCP @ 0.80%FH 6FH 7 11.25° BEND 11.25° BEND 11.25° BEND 11.25° BEND 45.00° BEND 45.00° BENDSSD. RISER890.01SSD. RISER890.70SSD. RISER891.326" SSD. 194 LF6" SSD. 146 LF6" SSD. 146 LF6" SSD. 260 LFSWALE 99LF @ 1.00%SWALE 100LF @ 1.00%SWALE 118LF @ 1.00%SWALE 168 LF @1.00%DIRECTIONAL BORE59 LFCONNECTION TO EXISTING16" WATER MAIN NEEDS TO BEA WET TAPSSD. RISER891.006" SSD. 170 LFSWALE 170LF @ 0.60%MH-ETM12SWALE 198LF @ 1.00%VB 8VB 9MH-ETM138 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON8 IN X 8 IN-INCH DUCTILE IRON200 LF - 21" RCP @ 0.20%860865870875880885890895900860865870875880885890895900888.02888.10888.44888.81889.18889.21890.53891.58
891.08
890.58
890.08
889.73
890.25
890.59
890.01
888.61
889.10
889.42
888.92
888.43
888.70
889.20
889.70
889.31 STM 613RIM: 888.11IE: 882.92 (NE)IE: 882.76 (SW)89 LF - 30" RCP@ 0.25%86 LF - 30" RCP@ 0.30%STM 612RIM: 888.76IE: 883.24 (E)IE: 883.26 (NW)IE: 883.14 (SW)FES 61430" RCPIE: 882.50 (NE)399 LF - 30" RCP@ 0.18%STM 605RIM: 889.66IE: 884.04 (E)IE: 884.14 (N)IE: 883.94 (W)218 LF - 18" RCP@ 0.20%STM 604RIM: 888.32IE: 885.08 (N)IE: 884.98 (W)STM 603T.C. = 889.39IE: 885.54 (N)IE: 885.44 (S)28 LF - 12" RCPCLASS V @ 0.32%STM 602T.C. = 889.39IE: 885.63 (S)182 LF - 18" RCP@ 0.20%890.6890.3890.5891.0891.2890.1889.2890.5892.1
893.0
892.5
892.2
891.7
891.1
891.2
891.4
890.9
890.1
889.5
889.0
888.8
889.1
889.8
890.9
890.50+001+002+003+004+005+006+007+008+009+0010+0011+0012+00CROWN =882.348" PVC SAN. MAININV. = 881.65STM 604ARIM: 888.55IE: 884.54 (E)IE: 884.44 (W)200 LF - 21" RCP@ 0.20%50" SUMP ANDSNOUT 24R(SEE DETAIL05/C8.2)BOTTOM OF PIPEINV = 885.40DRAWING NO.C6.0N:\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.DRAINAGE SUMMARY·SITE AREA 106.12 ACRES·OFFSITE/UPSTREAM AREA 123.7 ACRES·ALLOWABLE RELEASE RATES- 10-YEAR 10.6 C.F.S., 100-YEAR 31.8 C.F.S.·POST DEVELOPED 10 & 100 YR FLOWS 10-YEAR 10.37 C.F.S., 100-YEAR 12.22 C.F.S.·VOLUME OF DETENTION REQUIRED 1,002,900 CUBIC FEET·VOLUME OF DETENTION PROVIDED 1,431,600 CUBIC FEET·RELEASE RATES OF THE PONDS 10-YEAR 10.37 C.F.S., 100-YEAR 12.22 C.F.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..