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Home My WebLink AboutC605 - Sub-Surface Drain S4B-C605BEANS 4853 756.03 20' Force Main Easement Inst. No.: 2008-043639 W W W W W W W W W W W W W W W WWWWWW> o o o > o o o > o o o > o o o> o o o> o o o > o o o > o o o> o o o> o o oTHE GROVE AT THE LEGACY SECTION THREE A Inst.#2020004967 PC. #5, Slide #1105 BIRTHRIGHT WAY WILBUR ROAD(PRIVATE)ANTIQUITY DRIVE BIRTHRIGHT WAY PICKETT PLACE (PRIVATE) (PRIVATE) EX. 8" WATER MAIN EX. FIRE HYDRANT EX. FIRE HYDRANT EX. 8" WATER MAIN EX. FIRE HYDRANT (PRIVATE) W W W W W W W W W W W W 50' I.E.E. 30' B-B 30' B-B 50' I.E.E. 30' B-B 50' I.E.E.30' B-B50' I.E.E.30' B-B10' B.L.10' B.L.10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.PICKETT PLACE LARSON DRIVE15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E. 15' D&U.E.15' D&U.E.15' D&U.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E. 10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.(PRIVATE)(PUBLIC)(PRIVATE)15 L.F. 12" R.C.P. @ 0.47% 240 L.F. 15" R.C.P. @ 0.22% 191 L.F. 15" R.C.P. @ 0.31% 15 L.F. 12" R.C.P. @ 1.40%115 L.F. 18" R.C.P. @ 0.20%188 L.F. 12" R.C.P. @ 0.30%113 L.F. 24" R.C.P. @ 0.12%191 L.F. 15" R.C.P. @ 0.18% 15 L.F. 12" R.C.P. @ 1.00% 160 L.F. 12" R.C.P. @ 0.61% 769 774 790 791 WILBUR ROADL.C.A. #11 3,150 sq.ft. 86878889909192141140139138137 99989796959493132133134135136 166 167 161 160 159168 158 169 170 157 171 172 173 174 175 WWWWWWWWWWWL.C.A. #10 2,726 sq.ft.WWWWW15' D&U.E.15' D&U.E.15' D&U.E. V.A.R. R/W BIKE PROMENADE V.A.R. R/W BIKE PROMENADE G.C.A. #12 1,859 sq.ft. V.A.R. R/W BIKE PROMENADE VAR. D.U.&S.S.E & L.M.A.E. VAR. D.U.&S.S.E & L.M.A.E. P.A.E.& L.M.A.E. RISER T.C.=757.3 488' L.F.OF PROPOSED 6" SSD230' L.F. OF PROPOSED 6" SSD161' L.F. OF PROPOSED 6" SSD162' L.F. OF PROPSED 6" SSD RISER T.C.=755.3 EX. SSD PROPOSED SSD 482' L.F. OF EXISTING SSD PROPOSED SSD DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SHEET NO. DRAWN BY:CHECKED BY:SUB-SURFACE DRAINSECTION FOUR BC605 GRAPHIC SCALE ( IN FEET ) 1" = 50 FT UTILITY CROSSINGS CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP IT E S G E E O TS R P RTE W LE D E HVADIRJ .ADNINAI EEG NIRENOILA NS F EPRO STATE OF S File Name:S:\55115-PYT-S4\DWG\C605 - Sub-Surface Drain S4B.dwg - C605Modified / By:August 17, 2020 7:18:19 AM / dmetzPlotted / By:August 17, 2020 7:19:29 AM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSMNOTES ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE STANDARD PLAN D-18 ON SHEET C801A. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE STANDARD DRAWING 10-31 ON SHEET C801A ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT±. ANY STORM SEWERS UNDER PRIVATE ROADS WILL BE PRIVATE. ALL OTHER STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC. THE CITY OF CARMEL WILL NOT MAINTAIN CURBSIDE SSDs OR STORM SEWER IN PRIVATE ALLEYS. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. STORM SEWER NOTE THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS, AND AS APPROVED BY THE CITY OF CARMEL. LEGEND DENOTES CONSTRUCTION LIMITS EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE DENOTES FULL DEPTH GRANULAR BACKFILL (SEE TRENCH DETAIL 10-31 ON SHEET C80X) APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 FWF(FIRM) FWF(FIRM)