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Home My WebLink AboutC600 - Storm Plan & Profile-C600SCALE: 1"=50' HOR. 1"=5' VERT. 845 850 860 870 845 850 860 870 0+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00 +25 +50 +75 7+00 +25 +50 +75 8+00 +25 +50 +75 9+00END SECTION #684STA. 0+00(w/ DEBRIS GUARD)164 L.F. 0.37% 21" R.C.P. CLASS III UP INV.=851.61 DOWN INV.=851.00 145 L.F. 0.32% 15" R.C.P. CLASS III 851.71 852.17 245 L.F. 0.45% 15" R.C.P. CLASS III 852.27 853.38 324 L.F. 0.41% 12" R.C.P. CLASS III 853.48 854.81YARD INLET #683STA. 1+64TC=855.8248" DIA MH w/ 2' SUMPYARD INLET #804STA. 3+09TC=857.2648" DIA MHYARD INLET #803STA. 5+53TC=859.0548" DIA MHYARD INLET #807STA. 8+78TC=858.8924" x 24" BOXALMONDCREEK DRIVEALMONDCREEK DRIVE12" R.C.P. CLASS III E INV.=853.48 15" R.C.P. CLASS III W INV.=853.38 12" R.C.P. CLASS III N INV.=853.4818"MIN.99" COVER8" WATER 8" WATER116" COVER18"MIN.I.E. 853.1 6" SSD I.E. 856.3 6" SSD I.E. 856.1 6" SSD PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE HYDRAULIC PROFILE GRADE LINE EX. SANITARY MH #JG 601 (OUTSIDE DROP) T.C.=857.54 18" PS115 NE INV.=833.65 18" PS115 S INV.=833.55 8" S.D.R. 35 P.V.C. W INV.=848.79 EX. SANITARY MH #JG 600 T.C.=858.06 18" PS115 SW INV.=833.91 EX. CURB INLET #800 T.C.=856.29 12" R.C.P. SW INV.=852.57 EX. CURB INLET #801 T.C.=856.31 12" R.C.P. NE INV.=852.49 12" R.C.P. W INV.=852.39 EX. YARD INLET #666 T.C.=853.72 12" R.C.P. S INV.=850.16EX. CURB INLET #679 T.C.=853.20 12" R.C.P. S INV.=848.85 12" R.C.P. N INV.=848.95 EX. YARD INLET #692 T.C.=851.84 12" R.C.P. W INV.=848.84 EX. YARD INLET #691 T.C.=853.38 12" R.C.P. E INV.=849.96 EX. OUTLET CTRL. STR. #693 T.C.=853.31 12" R.C.P. W INV.=850.85 EX. END SECTION #678 15" R.C.P. N INV.=853.02 EX. END SECTION #802 12" R.C.P. E INV.=851.92 EX. END SECTION #695 12" R.C.P. SW INV.=849.46 EX. END SECTION #694 12" R.C.P. E INV.=850.69 EX. END SECTION #684 12" R.C.P. NE INV.=850.84 C.A. #28 C.A. #29 BLOCK 'N' EX. BMP 15A EX. BMP 15B EX. BMP 15CEX. BMP 14B EX. BMP 14C C.A. #29 C.A. #29 ** * * ** * 5'SIDEWALK 807 803 324 L.F. 12" R.C.P. @ 0.41% 245 L.F. 15" R.C.P. @ 0.45% 684 676 677 30 L.F. 12" R.C.P. @ 0.34% 678181 L.F. 15" R.C.P. @ 1.33%806 805 237 L.F. 12" R.C.P. @ 0.30% 275 L.F. 12" R.C.P. @ 0.37%WWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W WWWWWWW804 164 L.F. 21" R.C.P. @ 0.37%4 0 ' B . L . 40' B . L . 40' B.L. 40' B.L.40' B.L.40' B.L.40' B.L.40' B.L.VAR. B.L.VA R . B . L . VAR. B.L.VAR. B.L.40' B .L . VAR. D.U.&S.S.E.5' B.L.20' D.&U.E.20' D.&U.E. 35' D.&U.E. 20' D . & U . E . 30' D.&U.E. 2 0 ' D .&U . E . VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.20' D.U.&S.S.E.30' D.U.&S.S.E.40' D .U .&S .S .E .VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.VA R . D . U . & S . S . E . 20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.15' R.D.E.15' R.D.E.30' D.E.30' D.E.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.VAR. B.L.VAR. D.U.&S.S.E.857 858 859856857858859860860857858859683 30' D.&U.E.30' D.&U.E.30' D.&U.E.30' D.&U.E.JG714 JG713 JG712 JG600 JG711 JG601 JG710ALMOND CREEK DRIVE(PRIVATE)A L M OND CREEK D RIV E ( P R I V A T E) ALMOND CREEK DRIVE (PRIVATE) 328 329 321 322 326 319 333 332 331330 327 323 325 324 320 317318 C.A. #37 VAR. B.M.P.E.&R.D.E.&U.E 145 L.F. 15" R.C.P. @ 0.32%C.O.5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5'SIDEW ALK244 L.F. 12" R.C.P. @ 2.52%74 L.F. 12" R.C.P. @ 0.80% 810 809 808 30' D.&U.E. 5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P. E. & L. B. 5' T.P.E.&L.B.5' T.P.E.&L.B.50' I.E.E.& D.U. &S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.& D.U.&S.S.E. 50' I.E.E.& D.U.&S.S.E.30' B-B30' B- B S89°33'21"W 58.87' STA. 1 0 + 0 5. 2 0 100-Yr. E L. 8 5 2. 3 5 SCALE: 1"=50' HOR. 1"=5' VERT. 845 850 860 870 845 850 860 870 0+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 181 L.F. 1.33% 1 5 " R . C . P . C L A S S I I I 853.00 855.42 30 L.F. 0.34% 12" R.C.P. CLASS III UP INV.=855.77 DOWN INV.=855.67 CURB INLET #676STA. 2+11TC=859.4324" x 24" BOXCURB INLET w/MH #677STA. 1+81TC=859.4348" DIA MH w/ 2' SUMPEND SECTION #678STA. 0+00(w/ DEBRIS GUARD)ALMONDCREEK DRIVEI.E. 855.9 6" SSD 8" WATER18"MIN.70" COVERI.E. 855.9 6" SSD PROPOSED GRADE EXISTING GRADE HYDRAULIC PROFILE GRADE LINE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.STORM SEWER PLAN & PROFILESC600 60160REP-S7 PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C600 - Storm Plan & Profile.dwg - C600Modified / By:July 7, 2020 9:54:03 AM / dmetzPlotted / By:September 2, 2020 8:00:08 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20REVISED PER TAC COMMENTSDSM07/15/20REVISED PER TRICO COMMENTSDSMLEGEND 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) 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±. STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC. 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. 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. 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. GRAPHIC SCALE ( IN FEET ) 1" = 50 FT APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL NOS.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL NOS.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 FWF(FIRM) FWF(FIRM)Floodplain Zone AE scaled from FIRM Panel No. 18057C0206G / 208G Dated November 19, 2014