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Home My WebLink AboutC601 - Sub-Surface Drain-C601756 755.89W WWWWWWWWWWWWWWEX. 12" WATERMAINWWWWWWWW > o o o > o o o > o o o > o o o> o o o> o o o > o o o > o o oPICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)EX. 8" WATER MAIN EX. FIRE HYDRANT EX. FIRE HYDRANTWWWWWWWW W W W W W W W W W WWWW WWEXISTING PATH WWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W L.C.A. #7 1,869 sq.ft. 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. 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.10' B.L.VAR. D.U.& L.M.A.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.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.E.10' 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.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' B.L.VAR. D.U.PA, L.M.A.E. & B.M.P.E. G.C.A. #15 77,300 sq.ft. G.C.A. #16 23,700 sq.ft. VAR. D.U.PA, L.M.A.E. & B.M.P.E. 317 L.F. 18" R.C.P. @ 0.33%100 L.F. 21" R.C.P. @ 0.44%30 L.F. 21" R.C.P. @ 0.47% 60 L.F. 21" R.C.P. @ 0.47% 13 L.F. 12" R.C.P. @ 0.32%78 L.F. 12" R.C.P. @ 0.72%15 L.F. 21" R.C.P. @ 0.27%15 L.F. 15" R.C.P. @ 0.53%15 L.F. 12" R.C.P. @ 0.60% 161 L.F. 15" R.C.P. @ 0.61% 31 L.F. 12" R.C.P. @ 2.72% 730 729 728 LARSON DRIVE(PUBLIC)LARSON DRIVE(PRIVATE)WILBUR ROAD(PRIVATE)EVERETT DRIVE (PRIVATE) EVERETT DRIVE (PRIVATE) EVERETT DRIVE (PRIVATE) EVERETT DRIVE (PRIVATE)SPURR LANE(PRIVATE)50' I.E.E. 50' I.E.E. V.A.R. R/W BIKE PROMENADE 50' I.E.E.50' I.E.E.50' I.E.E.50' R/W S S 73110' D.&U.E.V.A.R. R/W BIKE PROMENADE 3940414243 101102103104105106107108 109110111112113114115116117118119120121122123124125126 127 128 129 130 131 162 163164 165 44 45 38 37JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)L.C.A. #5A 3,237 sq.ft. VAR. D.U.& L.M.A.E. 50' R/W 30' B-B 30' B-B 30' B-B 30' B-B 30' B-B30' B-B30' B-B25' 31 L.F. 12" R.C.P. @ 0.30% 25' 44 L.F. 12" R.C.P. @ 0.95% 819' L.F. OF PROPOSED 6" SSD 330' L.F. OF PROPOSED 6" SSD330' L.F. OF PROPOSED 6" SSD239' L.F. OF PROPOSED 6" SSD 142' L.F. OF PROPOSED 6" SSD85' L.F. OF PROPOSED 6" SSD80' L.F. OF PROPOSED 6" SSD85' L.F. OF PROPOSED 6" SSD341' L.F. OF PROPOSED 6" SSD341' L.F. OF PROPOSED 6" SSD162' L.F. 6" OF EXISTING SSD162' L.F. 6" OF EXISTING SSD163' L.F. 6" OF EXISTING 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 FIVEC601 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-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP 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:\55115PYT-S5\DWG\C601 - Sub-Surface Drain.dwg - C601Modified / By:May 11, 2021 5:58:35 PM / ecarsonPlotted / By:May 13, 2021 8:58:32 AM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...NOTES 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)