The URL can be used to link to this page

Home My WebLink AboutC600 Storm Sewer Plan and Profile-C600P.W.P. P.W.P. P.W.P.P.W.P.S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88' IE N. 18" PVC=839.99' IE S. 18" PVC=839.91' TC=857.24' IE N. & S. 18" PVC=838.99' IE 12" CMP=855.77'IE 12" CMP=855.94' FOUND REBAR W/ CAP CLARI A N H E A L T H PARTN E R S , I N C . INSTR . N o. 2 0 0 3 - 9 2 2 1 3 WOODED AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH CULTIVATED FIELD ASPHALTASPHALTT.P. P.W.P. EOH_E 139 856.50 M M P.W.P.P.W.P. E R H U N E L A N E HAMLET DRIVEOTTO LANEEX. CURB INLET #635 T.C.=853.88 12" R.C.P. N INV.=850.23 EX. CURB INLET #636 T.C.=854.04 12" R.C.P. S INV.=850.09 12" R.C.P. NW INV.=849.99 EX. DBL. CURB INLET #639 T.C.=854.07 12" R.C.P. SE INV.=849.56 15" R.C.P. W INV.=849.46 EX. CURB INLET w/ 2' SUMP #640 T.C.=854.23 15" R.C.P. E INV.=849.30 18" R.C.P. W INV.=849.20 EX. MH. #JG839 T.C.=855.69 8" S.D.R. 35 P.V.C N INV.=844.18 8" S.D.R. 35 P.V.C E INV.=844.08 EX. MANHOLE #641 T.C.=855.06 18" R.C.P. E INV.=848.80 18" R.C.P. W INV.=848.70 EX. MH. #JG838 T.C.=857.74 8" S.D.R. 35 P.V.C W INV.=842.47 8" S.D.R. 35 P.V.C N INV.=842.37 EX. CURB INLET #628 T.C.=855.88 18" R.C.P. E INV.=850.16 18" R.C.P. W INV.=850.06 EX. CURB INLET #627 T.C.=855.87 18" R.C.P. E INV.=849.88 18" R.C.P. W INV.=849.79 EX. MH. #JG840 T.C.=856.93 8" S.D.R. 35 P.V.C N INV.=845.73 8" S.D.R. 35 P.V.C W INV.=845.81 8" S.D.R. 35 P.V.C S INV.=845.63 VAR. R.D.E.&U.E.&P.A.E. &S.S.E.&L.M.A.E.&B.M.P.E. VAR. D.&U.E. & L . M . A . E . VAR. D.&U.E.&L . M . A . E . 50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.5' N.A.E.5' N.A.E.10' B.L.15' D.&U.E.30' R.D.E.10' D.&U.E.6' B.L.6' B.L.EX. TEMP END SECTION #852 TO BE REMOVED 15" R.C.P. E INV.=851.38 EX. YARD INLET #851 T.C.=854.76 15" R.C.P. W INV.=851.06 15" R.C.P. E INV.=850.97 EX. END SECTION #850 15" R.C.P. W INV.=850.84 EX. OUTLET CONTROL #638 T.C.=853.76 18" R.C.P. W INV.=850.73 SEA BIRD W A Y SIGILARY WAYEXISTING HAMLET BMP DRY DETENTION BASIN 2 YEAR=852.14 10 YEAR=853.10 100 YEAR=854.63 TOP OF BANK=854.8 EX. MH. #JG837 T.C.=857.18 ADJUST TC=858.10 8" S.D.R. 35 P.V.C S INV.=841.28 10" S.D.R. 35 P.V.C E INV.=841.08 EX. 10' PATH854.85854.4085 5 . 1 1 855.52855.07854.70854.55854.25854. 1 0855.18856.09 W W W W WWWWWWWWWW17' B.L.10' B.L. 17' B.L. 17' D.U.&S.S.E. 17' U.E.10' U.E.10' U.E .10' U .E.13' D.U.&S.S.E. VAR. R.D.E.&U.E.&P.A.E. & S.S.E. &L.M.A.E.OTTO LANE20'18'10'TYP.20' TYP.VAR. I.E .E.&R.D.E .&S.S.E.&U.E. VAR. R.D.E.&U.E. P.A.E. & S.S.E. &L.M.A.E. VAR. R.D.E.&U.E. & S.S.E. &L.M.A.E. VAR. R.D.E.&U.E. & S.S.E. &L.M.A.E.5' N.A.E.10' B.L.10' B.L.15' B.L .15' B.L .15' B .L .15' B .L.13' B .L .13' B .L . VAR. B.L. 17' B.L.17' B.L.VAR. B.L.10' B .L.10' B .L.10' B .L.10' B.L.(Alley)(PRIVATE)10' U .E . 10' B.L.10' B.L.S10' B.L .10' B.L.℄SPRINGMILL ROAD15.0'31.41' S.Y.SETBACK45.88' S.Y.SETBACK50.79' S.Y. SETBACK > o o o> o o o10' D.&U.E 10' D.&U.E15' D.&U.E .15' D.&U .E.15' D.&U.E .15' D.&U.E .WOOD FENCEBLOCK 'B' 193 L.F. 12" R.C.P. @ 0.30% > o o o > o o o 866 865 852 JGH202 JGH201 JGH200 6' B.L.5' N.A.E.23 24 25 26 27 28 29 30 31 3233343536 37 38 39 40 41 42 43 44 12± L.F. 15" R.C.P. @ 0.27% EX. 50' 1/2 R/W EX. 58' R/W864 863 50' R/W (PRIVATE)(PRIVATE)6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L. 6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L. & D.&U.E.VAR. S.L.E. 6' B.L. & R.D.E. 6' B.L. 6' B.L. 6' B.L. 6' B.L. VAR. I.E.E. &R.D.E.& S.S.E.&U.E. SEA BIRD W A Y STM 863-866 SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 145 L.F. 0.25% 15" R.C.P. CLASS III 851.50851.86 MANHOLE #864MH TYPE CSTA. 0+34TC=857.2234 L.F. 0.25% 15" R.C.P. CLASS III UP INV.=851.50 DOWN INV.=851.41END SECTION #863STA. 0+00INLET #8662'x2' BOXSTA. 3+73TC=856.16CURB INLET #8652'x2' BOXW/2' SUMPSTA. 1+80TC=856.70193 L.F. 0.30% 12" R.C.P. CLASS III 851.86 852.44 PROPOSED GRADE EXISTING GRADE 8" S.D.R. 35 P.V.C INV.=848.34 HYDRAULIC GRADE LINE STM 852-EX ES SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 12± L.F. 0.27% 15" R.C.P. CLASS III UP INV.=851.41 DOWN INV.=851.38INLET #8522'x2' BOXW/2' SUMPSTA. 0+12TC=856.00EX. 15" R.C.P. EX. TEMP CONC. END SECTION TO BE REMOVED PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY: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: 317.849.5942STORM SEWER PLAN & PROFILEC600Know what's below. before you dig.Call R GRAPHIC SCALE ( IN FEET ) 1" = 50 FT 60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP IT E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S SECTION 2File Name:S:\60160HAM-S2\DWG\C600 Storm Sewer Plan and Profile.dwg - C600Modified / By:March 18, 2019 5:05:07 PM / bhuffPlotted / By:July 1, 2019 2:14:45 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202THE 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 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 DETAIL D-18 ON SHEET C802. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C802 ON THE TRENCH DETAIL. 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 SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. 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. DENOTES FULL DEPTH GRANULAR BACKFILL (SEE DETAIL 10-31 ON SHEET C802)