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Home My WebLink AboutC600 Storm Plan and Profile-C603T.P. T.P. T.P. 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 2 0 ' 20' 20' 22.5° BEND 11.25° BEND TEMP. HYDRANT TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I. 8" VALVE APARTMENT BUILDINGAP A R T M E NT BUI LD I N G Golfvi ew Dr ive Kinzer AvenueN.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.0631' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E .21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. & B.M.P.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. 5' BL5' BL 5' BL 14 ' B.L.5' BL31 ' D.U.&S.S.E.VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 10' P.A.E.10' P.A.E.10' P.A.E.5' D.&U.E. 5' D.&U.E. 10' D.&.U.E. 10' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E.5' BL5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5 ' BL5' BL 5' BL5' BL5' BL 15' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 10' D.&.U.E.5.5' P.A.E.W W W W W W WW W W WWWW WWWWW W804A 813 814 815 80 81 82 86 87 88 83 84 78 89 90 91 79 85 108 107 106 105 104 103 102 101 70 77 76 75 74 73 72 71 92 93 94 95 96 97 98 99 100 C.A.#11 STEINBECK PLACE (Private)VALENTINE DRIVE(Private)VA LENTINED RIVE(Private)5' SIDEWALK 5' SIDEWALK 5' S I DEWA L K5' SIDEWALK5' S I D E W A L K 5 ' SIDEW A LK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWAL K31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E. B-B 21 ' I .E.E .B-B 21' I.E.E.B-B× × W W W W W W W WWW W W WWMANHOLE 487A TO BE TIED INTO EX. PIPE 5' SIDEWALK × 481 487A 482 483 485 486 487 488 486A 488A 489 484 488B 485A 485B 17 18 19 5' SIDEWALK SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 MANHOLE #487ASTA. 5+05TC=844.57227 L.F. 0.30% 24" R.C.P. CLASS III 837.33 838.01 YARD INLET #487STA. 2+78TC=842.3096 L.F. 0.30% 27" R.C.P. CLASS III 836.94837.23 MANHOLE #486STA. 1+82TC=844.0047 L.F. 0.30% 27" R.C.P. CLASS III 836.70836.84 CURB INLET (DC) #485STA. 1+36TC=844.43128 L.F. 1.50% 27" R.C.P. CLASS III 833.00 834.91 END SECTION #484STA. 0+00TC=835.6027" R.C.P. W INV.=836.94 27" R.C.P. NE INV.=836.84 12" R.C.P. S INV.=838.74 SECTION 2 PROPOSED GRADE EXISTING GRADE BYPASS #485ASTA. 1+28TC=844.458 L.F. 1.50% 27" R.C.P. CLASS III UP INV.=835.13 DOWN INV.=835.01 12" R.C.P. NW INV.=835.01 27" R.C.P. NE INV.=834.91 27" R.C.P. SW INV.=835.01 (2)VALENTINE DRIVE8" WATER18"MIN6"S.S.D. EX. 18" R.C.P. INV.=840.23 CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO CONSTRUCTION. IF VARIATION EXISTS, THEN CONTACT ENGINEER. HYDRAULIC GRADE LINE 8" S.D.R. 35 P.V.C INV.= 834.21 STRM 482-EX481 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 YARD INLET #482STA. 0+70TC=843.5070 L.F. 0.30% 12" R.C.P. CLASS III 839.08839.29 EX. YARD INLET #481STA. 0+00TC=844.59EX. 15" R.C.P. N INV.=838.98 SECTION 2 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 EX. 15" R.C.P. N INV.=838.98 EX. YARD INLET #481STA. 0+00TC=844.59CURB INLET (DC) #483STA. 0+37TC=843.8337 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=839.19 DOWN INV.=839.08 SECTION 2 PROPOSED GRADE EXISTING GRADE VALENTINE DRIVE8" WATER18"MIN6"S.S.D. HYDRAULIC GRADE LINE 8" S.D.R. 35 P.V.C INV.= 832.91 STRM 486A-486 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 27" R.C.P. W INV.=836.94 27" R.C.P. NE INV.=836.84 12" R.C.P. S INV.=838.74END SECTION #486ASTA. 0+18TC=840.7518 L.F. 4.30% 12" R.C.P. CLASS III UP INV.=839.50 DOWN INV.=838.74 MANHOLE #486STA. 1+82TC=844.00SECTION 2 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 END SECTION #489STA. 2+18TC=840.0251 L.F. 3.00% 12" R.C.P. CLASS III UP INV.=838.50 DOWN INV.=836.98 CURB INLET (DC)3' SUMP W/SNOUT #488STA. 1+67TC=841.2782 L.F. 1.80% 12 " R . C.P.CLASS III 835.22 836.70 MANHOLE #488ASTA. 0+85TC=840.2885 L.F. 2 . 5 0 % 1 2 " R . C . P . C L A S SIII 833.00 835.12 END SECTION #488BSTA. 0+00TC=835.06SECTION 2 PROPOSED GRADE EXISTING GRADE 8" WATERVALENTINE DRIVE6"S.S.D. HYDRAULIC GRADE LINE DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY 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 & PROFILEC603 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D EHVADI R J .ADNINAI EEG NIRENOILA NSFEPROSTATE OF S File Name: S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C603Modified / By: April 10, 2020 12:24:58 PM / brobinsonPlotted / By: October 6, 2020 9:16:52 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C801) (CB) CHAIRBACK CURB (DC) DEPRESSED CURB 870 S 848.0 870 W > o o oNOTES: 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 C801. 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. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± 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. 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. 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 SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. 12/04/20