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HomeMy WebLinkAboutC702-STORM-SEWER-PLAN-&-PROFILE-Rev.0EEEEEEEEGGGGGGCC CC C EEEE E E E E E EEEE G G GWG GGGGWWWWW WWGGGG GC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EE E OHUEE E OHUEE EEEEE E E E C C C C C C C C C C C C C C C C C OHU OHU OHU W W W W W W WEEEWW WWW W WE E E E E W W E E E W W E E W WW W EEE EEW W W W W W W W W W W W W W W EE EEEE EE EEE EE E EE EWWW W W WWFDCWW WW W W W W W W WSSSS SS SS SS SS SS SS SS STFRENCH DRAIN FOR HOLY WATER S C CEE E E EDSDS DS DS DS DS DS ST ST S T ST ST ST STDS E PT C C CC C C C C C C C C CCC C C C C C C C C DS DS ST S T ST DSDS100 YR = 880.52 10 YR = 878.99 1 0 8 ' O F 12 " R C P@0. 7 0 %52' OF 12" RCP@0.57%14' OF 12" RCP @0.72% 41' O F 12" RCP @0.73%71' OF 15" RCP@0.56%80' OF 12" RCP@0.63%37' OF 12" RCP@0.81%31 ' OF 12 " RCP@0. 1 3 %17' OF 12" RCP @0.17% 10' OF 12" RCP @0.20% 11' OF 15" RCP @0.91% 10' OF 12" RCP @0.48% 8' OF 15" RCP @1.00% 6 9 ' O F 1 2" R C P@1. 0 4 % 703 RIM=883.20 EX 750 RIM=883.36 712 RIM=883.60 721 RIM=882.12 724 RIM=882.44 722 RIM=882.46 723 RIM=882.60 701 RIM=881.88 702 RIM=883.50 727 RIM=883.00 726 RIM=883.90 710 RIM=883.30 725 RIM=883.30 706 RIM=884.15 31 ' OF 12 " RCP@0. 1 3 %707 RIM=884.30 708 RIM=884.20 709 RIM=884.70 705 RIM=884.30 704 RIM=884.20 728 RIM=884.50 16' OF 12" RCP @0.62% 711 RIM=884.46 713 RIM=883.80 STA:1+07.16 ELEV:878.40MAX TOP OF LOW PRESSURE SAN LATERAL FOR 1.5' MIN SEPARATION OUTSIDE-OF-PIPE TO OUTSIDE -OF-PIPESTR. #727 INLET F; R-4215-CRIM: 883.00INV. OUT 880.90 (12" RCP (W))STR. #726 INLET F; R-4215-CRIM: 883.90INV. IN 880.60 (12" RCP (E))INV. OUT 880.50 (12" RCP (N))STR. #725 INLET F; R-4215-CRIM: 883.30INV. IN 880.00 (12" RCP (S))INV. IN 880.00 (12" RCP (W))INV. OUT 879.90 (15" RCP (N))STR. #724 MH 4' DIA.;R-1772RIM: 882.44INV. IN 879.50 (15" RCP (S))INV. OUT 879.40 (15" RCP (N))STR. #722 MH 4' DIA.;R-1772RIM: 882.46INV. IN 879.30 (15" RCP (S))INV. IN 879.30 (12" RCP (SE))INV. OUT 879.20 (15" RCP (W))STR. #721 EX CURB INLETRIM: 882.12INV. IN 879.12 (15" RCP (E))STR. #710 INLET F; R-4215-CRIM: 883.30INV. OUT 880.30 (12" RCP (E))STR. #725 INLET F; R-4215-CRIM: 883.30INV. IN 880.00 (12" RCP (S))INV. IN 880.00 (12" RCP (W))INV. OUT 879.90 (15" RCP (N))STR. #723 MH 6' DIA; R-4215-CRIM: 882.60INV. OUT 879.35 (12" RCP (NW))STR. #722 MH 4' DIA.;R-1772RIM: 882.46INV. IN 879.30 (15" RCP (S))INV. IN 879.30 (12" RCP (SE))INV. OUT 879.20 (15" RCP (W)) 10' 0.48% 12" RCP 41' 0.73% 12" RCP 8' 1.00% 15" RCP 11' 0.91% 15" RCP 71' 0.56% 15" RCP 80' 0.63% 12" RCP 37' 0.81% 12" RCP GRANULAR BACKFILL (SEE DETAIL SHEET C901) DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCHSTORM SEWER PLAN STORM SEWER PROFILE SCALE: HORZ.: 1"=30' VERT.: 1"=3' GENERAL NOTES SCALE: 1" = 30' STRC 727-724, 722-721 STORM SEWER PLAN & PROFILE C702 STRC 710, 725 STRC 723-722 LEGEND Existing Grade New Grade Granular Backfill HGL 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. 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. 1 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 1 12/13/21