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HomeMy WebLinkAboutC602 STORM SEWER PLAN AND PROFILEOHUOHUOHUOHUOHUOHUSANSANSANSANSANSANSANFMFMFMFMFMFM725 730 735 740 745 750 725 730 735 740 745 750 -0+50 0+00 0+50 1+00 1+50 2+00 STORM 102-202 W W W WG G GGC C CSANSANSANSANSANE E EEE EEEEEE725 730 735 740 745 750 725 730 735 740 745 750 -0+50 0+00 0+50 1+00 1+50 STORM 103-300 725 730 735 740 745 750 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM 301-303 SLOTTED DRAIN #1GGC C C C G G G G G OHU OHU OHU OHU OHU OH U O H U O H U O H U O H U OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUWWWWWWWWWWWWCG ONLY ONLY GGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOC602STORM SEWER PLAN AND PROFILEW S N E REVISIONS AND ISSUESPart of Section 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, IndianaW19.3004PREPARED FOR:5140 E 96TH ST, INDIANAPOLIS, IN 46240PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JLKDESIGNED BY:DWG NAME:PROJECT NO.:W19.03004DATEBY05.15.2019FAPDATE:FAPKnow what's below. before you dig.Call R APP R O V AL PE N DI N G NOT FOR CONSTRUCTIONMARTIN MARIETTA MATERIALS, INC.ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMNORTH INDY OFFICE BUILDINGREVISED PER CARMEL TAC COMMENTS06.26.2019FAP1REVISED PER CARMEL TAC COMMENTS07.29.2019FAP2LEGEND EXISTING GRADE FINISHED GRADE HYDRAULIC GRADE LINE NOTE: 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 OF 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 OR 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. GRANULAR BACKFILL - SEE SHEET C603FOR BACKFILL DETAILS NOTE: SEE SHEET C600 FOR LEGEND, ABBREVIATIONS AND GENERAL STORM SEWER NOTES. NOTE: FROM STA 0+19 TO 0+43 CLASS V PIPE REQUIRED NOTE: CLASS V PIPE REQUIRED NOTE: FROM STA 0+99 TO 1+39 CLASS V PIPE REQUIRED