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Home My WebLink AboutC600 Storm Plan & Profile-C60330' B.L. 30' B.L. 15' R.D.E. 15' R.D.E. 15' R.D.E. 15' R.D.E. 20' D.U.&S.S.E. 20' D.U.&S.S.E. 20' D.&U.E. 20' D.&U.E. 20' D.&U.E. 30' R.D.E. 10' BUFFER EASEMENT 5' BUFFER YARD 30' B-B 50' R/W 30' B-B TRAHAN DRIVE 12 13 14 15 20' R.D.E.& B.M.P.E. 20' R.D.E.& B.M.P.E. T.O.B. EXISTING R.D.E. INSTR. No. 2014015099 EXISTING R.D.E. INSTR. No. 2014015099 15' U.E. 15' 20' A.E. VAR. L.M.A.E. VAR. L.M.A.E. N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= BIO-SWALE (BMP) 909.60 911.19 911.63 912.61 901.60 (LAKE - BY OTHERS) STOCKPILE 30' R.D.E.&U.E. 25' 20' R.D.E.& B.M.P.E. 15' U.E. 15' 30' R.D.E. 30' 30' R.D.E. 30' SCALE: 1"=50' HOR. 1"=5' VERT. 112 L.F. 0.18% 18" R.C.P. CLASS III 911.24 911.44 MANHOLE #106 EJ-1045 [STD MH] STA. 7+93 TC=918.62 491 L.F. 0.18% 18" R.C.P. CLASS III 910.25 911.14 MANHOLE #115A EJ-1045 [STD MH] STA. 3+01 TC=918.42 MANHOLE #813 EJ-1045 [STD MH] STA. 0+91 TC=917.35 211 L.F. 0.18% 18" R.C.P. CLASS III 909.77 910.15 8" S.D.R. 35 P.V.C EXISTING GRADE EXISTING GRADE 91 L.F. 0.18% 18" R.C.P. CLASS III 909.51 909.67 END SECTION #814 STA. 0+00 N.P.=911.53 PROPOSED GRADE TRAHAN DRIVE OUTLET CONTROL #107 SEE DETAIL C603 STA. 9+05 TC=914.62 PROPOSED GRADE N.P.=909.60 HYDRAULIC GRADE LINE 93 3 3 493 909.60 110 909.77 909.87 910.25 910.35 911.24 911.34 911.53 917.15 918.23 918.50 914.54 3 3 3 SCALE: 1"=50' HOR. 1"=5' VERT. OUTLET CONTROL #809 SEE DETAIL C603 STA. 4+00 TC=911.86 81 L.F. 0.18% 18" R.C.P. CLASS III 909.40 909.54 319 L.F. 0.18% 18" R.C.P. CLASS III 908.74 909.30 MANHOLE #810 EJ-1045 [STD MH] STA. 3+19 TC=916.96 END SECTION #811 STA. 0+00 PROPOSED GRADE EXISTING GRADE EX. SWALE=908.4 HYDRAULIC GRADE LINE 0.20 % % 0.20 320 85 908.69 909.33 909.43 909.60 916.66 912.00 PRIOR TO FABRICATION & INSTALLATION OUTLET CONTROL STRUCTURE #107 DETAIL NOT TO SCALE 18" R.C.P. 30" NOTE: LAKE 18" R.C.P. INV.= 911.53 30" 42" NTS 30" METHOD OF ATTACHING TO OUTLET STRUCTURE CONTRACTOR SHALL VERIFY PROPER 6" 6" 6" 6" LAKE PROPOSED GRADE NORMAL POOL=911.53 CAST IRON TRASH GUARD GALVANIZED OR CAST IRON GALVENIZED OR TRASH GUARD 6" ORFICE INV.=911.53 6" ORFICE INV.=913.0 TOP ELEV.=914.85 PRIOR TO FABRICATION & INSTALLATION OUTLET CONTROL STRUCTURE #809 DETAIL NOT TO SCALE 18" R.C.P. 30" 30" CAST IRON 6" ORFICE INV.=909.60 NOTE: LAKE 18" R.C.P. INV.= 909.60 42" NTS 30" METHOD OF ATTACHING TO OUTLET STRUCTURE CONTRACTOR SHALL VERIFY PROPER 6" 6" 6" 6" LAKE PROPOSED GRADE NORMAL POOL=909.60 CAST IRON TRASH GUARD GALVANIZED OR GALVENIZED OR TRASH GUARD 6"x18" ORFICE INV.=911.0 TOP ELEV.=912.0 DATE MARK REVISIONS BY CERTIFIED: S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: 672(33(/:(57+ $/:$<621 (DVWWK6WUHHW)LVKHUV,1 SKRQHID[ STORM PLAN & PROFILE C603 REVISED PER CLIENT COMMENTS ADG ASBUILTS ADG 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. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER 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. STORM SEWER NOTE 67302PLA TALLYN'S RIDGE JSM/ADG BAH CLAY TOWNSHIP HAMILTON COUNTY, INDIANA 11/25/2015 APPROVAL PENDING NOT FOR CONSTRUCTION 08/21/15 11/25/15 REVISED PLANS PER NEW DEVELOPER 01/18/16 REVISED PER CROSSROADS COMMENTS ADG Know what's R CONSTRUCTION LIMITS 1" = 50 FT 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 SHT. C203. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEETS No. C802 ON THE TRENCH DETAIL. THERE SHOULD BE NO LESS THAN 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE FROM FINAL PAVEMENT OR FINAL GROUND SURFACE ELEVATION TO THE TOP OF THE PIPE. DENOTES FULL DEPTH GRANULAR BACKFILL (SEE RCP TRENCH DETAIL 10-28 ON SHEET C802 FOR MATERIAL AND SPECIFICATIONS.)