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HomeMy WebLinkAboutC701-STORM-SEWER-PLAN-&-PROFILE-Rev.0EEEEEEEEGGGGGGC C CCC E EEEE E E E EE C C C C C C C C C C C C C C C C C C C C C C C E E E C C C C C C C C C C C C C C C WW W W W W WEEEWWW WW W WE E E E E W W E E W W W W EEE EEW W W W W W W W W W W W W W EE EE EEWWW W WWWFDCWWWW W W W W W W WSSSS SS SS SS SS SS SS SS STFRENCH DRAIN FOR HOLY WATER S CCEE E E EDSDS DS DS DSDS DSST S T ST ST S TST STDS E PT C C CC C C C C C C C C C CC C C C C C C C C DS DS S T ST ST DSDS100 YR = 880.52 10 YR = 878.99 1 0 8 ' O F 1 2 " 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 CP@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 INV. 878.53 (EXISTING)(CORE/DRILL)STA:0+09.46 ELEV:878.18 MAX TOP OF LOW PRESSURE SAN LATERAL FOR 1.5' MIN SEPARATION OUTSIDE-OF-PIPE TO OUTSIDE OF-PIPESTR. #702 INLET AM; R-3405RIM: 883.50INV. OUT 879.35 (12" RCP (NW))STR. #701 EX CURB INLETRIM: 881.88INV. IN 878.63 (12" RCP (SE))STR. #705 INLET F; R-4215-CRIM: 884.30INV. IN 881.10 (12" RCP (SE))INV. OUT 881.00 (12" RCP (N))STR. #704 INLET F; R-4215-CRIM: 884.20INV. IN 880.90 (12" RCP (S))INV. OUT 879.50 (12" RCP (NW))STR. #703 EX INLET F; R-3405 (RAISE & REPLACE CASTING)RIM: 883.20INV. IN 878.75 (12" RCP (SE))STR. #709 MH 4' DIA.;R-1772RIM: 884.70INV. OUT 880.50 (12" RCP (W)) STR. #708 MH 4' DIA.; R-4342RIM: 884.20INV. IN 880.48 (12" RCP (E))INV. OUT 880.48 (12" RCP (W))STR. #707 MH 4' DIA.; R-4342RIM: 884.30INV. IN 880.45 (12" RCP (E))INV. OUT 880.45 (12" RCP (NW))STR. #706 MH 4' DIA.; R-4342 (INSTALL MANHOLE OVER EXISTING PIPE)RIM: 884.15INV. IN 880.41 (12" RCP (SE))STR. #712 INLET F; R-4215-CRIM: 883.60INV. OUT 879.90 (12" RCP (N))STR. #EX 750 MH 5' DIA.;R-1772RIM: 883.36INV. IN 879.60 (12" RCP (S)) 69' 1.04% 12" RCP 108' 0.70% 12" RCP 10' 0.20% 12" RCP 17' 0.17% 12" RCP 31' 0.13% 12" RCP 52' 0.57% 12" RCP 14' 0.72% 12" RCPSTR. #728 INLET F; R-4215-CRIM: 884.50INV. OUT 881.20 (12" RCP (NW)) 16' 0.62% 12" RCP GRANULAR BACKFILL (SEE DETAIL SHEET C901) GRANULAR BACKFILL (SEE DETAIL SHEET C901) C701 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 CHURCH1. 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. STORM SEWER PLAN STORM SEWER PROFILE SCALE: HORZ.: 1"=30' VERT.: 1"=3' GENERAL NOTES LEGEND Existing Grade New Grade Granular Backfill SCALE: 1" = 30' STRC 702-701 STRC 728-703 STRC 709-706 STORM SEWER PLAN & PROFILE STRC 712-EX 750 HGL 1 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 1 1 12/13/21