The URL can be used to link to this page

Home My WebLink AboutC600 Storm Plan and Profile-C604T.P. C.O. T.P. TV.P. C.O. C.O.T.P. T.P. C.O. EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S Golfvi ew Dr ive Kinzer AvenueEX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. 80' R / W 1 4 ' B.L.5' BL31' D .U.&S.S.E.VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E.5' BL 5' BLVAR. B.M.P.E.VAR. B.M.P.E.WWWWW814 815 EastLine, N.W. 1/4, Sec.31-T18N-R4EWest Lin e , N.E. 1 / 4 , Se c .3 1 -T1 8 N-R4 E 5' SIDEWALK5' SIDEWALK10 ' BIKE LANE86 87 88 84 85 KINZER AVENUE(Public)VA LENTINEDRIVE(Private)5 ' SI DE WALK5' SIDEWALK5' SIDEWALK21' I.E.E.B-BW W W W W W W W W WSWALE - 687 L.F. 6" S.S.D.@ 0.38%488 488A 489 488B 523 522 521 520 462 SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 SECTION 2CURB INLET (CB) #523STA. 4+14TC=839.44CURB INLET (CB)3' SUMP W/SNOUT #522STA. 3+93TC=839.4412 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=834.88 DOWN INV.=834.84MANHOLE #521STA. 3+81TC=839.67217 L.F. 0.30% 12" R.C.P. CLASS III 834.09 834.74 MANHOLE #520STA. 1+64TC=839.45164 L.F. 0.30% 12" R.C.P. CLASS III 833.50 833.99 EX. CURB INLET #462STA. 0+00TC=837.7421 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=835.04 DOWN INV.=834.98 CURB INLET (CB)3' SUMP W/SNOUT #522STA. 3+93TC=839.44MANHOLE #520STA. 1+64TC=839.45EX. CURB INLET #462STA. 0+00TC=837.74EX. 15" R.C.P. NW INV.=833.40 PROPOSED GRADE EXISTING GRADE KINZER AVENUEHYDRAULIC GRADE LINE 6"S.S.D. 6"S.S.D.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 & PROFILEC604 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 - C604Modified / By: April 10, 2020 12:24:58 PM / brobinsonPlotted / By: October 6, 2020 9:17:13 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 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 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. 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 o12/04/20