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HomeMy WebLinkAboutC514 - PLAN & PROFILE (STORM)4"6"DOMFIREP W6" Lat WM Lat C.O.RDC.O. RDRDRDRDRDC.O. C.O. C.O. RD RD RD RD RD RD RD C.O.TYPE I C.O.TYPE I 8" HDPE C.O. RD RD RD C.O. RD RD RD 8" HDPE 8" HDPE 246 LF OF 8" HDPE LatC.O.TYPE I 5 LF OF 10" HDPE 5 LF OF 10" HDPE 20'W SAN SWR ESMT718 RIM=865.00 731 RIM=865.00 732 RIM=865.00 732A RIM=866.50 95' OF 24" RCP @0.53% 100' OF 24" RCP @0.55% 124' O F 1 2 " R C P @1 . 9 3 % 38' OF 12" HDPE @0.66% 110' OF 12" RCP @0.50% 738 RIM=867.52 67' OF 12" HDPE @1.49% 732C RIM=867.36 111' OF 12" RCP @2.99% 731A RIM=867.6596' OF 12" HDPE @0.52% 165 RIM=868.20 STR. #732 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 856.10 (18" RCP (N))INV. IN 859.75 (12" RCP (NW))INV. OUT 856.00 (24" RCP (S))STR. #733 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 860.86 (12" RCP (W))INV. IN 857.40 (15" RCP (NW))INV. OUT 857.30 (18" RCP (S)) 166' 0.72% 18" RCP 49' 1.12% 15" RCPSTR. #731 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 855.45 (24" RCP (N))INV. IN 860.00 (12" RCP (W))INV. OUT 855.35 (24" RCP (S)) 100' 0.55% 24" RCP 95' 0.53% 24" RCP STR. #734 INLET AM; R-3405TC: 863.50INV. OUT 859.25 (15" RCP (SE))STR. #718 MH 5' DIA.; R-3010TC: 865.00INV. IN 854.85 (24" RCP (N))INV. IN 854.65 (36" RCP (SW))INV. IN 861.00 (12" RCP (W))INV. OUT 854.55 (42" RCP (S))STR. #733A MANHOLE, 4' DIA.; R-1772TC: 865.50INV. IN 861.75 (12" RCP (W))INV. IN 858.70 (15" RCP (NW))INV. OUT 858.60 (15" RCP (SE)) 128' 0.94% 15" RCP STR. #733A MANHOLE, 4' DIA.; R-1772TC: 865.50INV. IN 861.75 (12" RCP (W))INV. IN 858.70 (15" RCP (NW))INV. OUT 858.60 (15" RCP (SE)) 49' 1.13% 12" RCPSTR. #741 INLET AM; R-3405TC: 867.29INV. OUT 862.30 (12" RCP (E))HGL (10-YR)HGL (10-YR)HGL (10-YR) HGL (10-YR)LatLatRD RD C.O. C.O. C.O. C.O. RD RD RD RD RD C.O.TYPE I C.O.TYPE I C.O.TYPE II C.O.TYPE II 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD6''SSD6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSD 6''SSDINV = 863.2 (6"SSD) INV = 864.2 (6"SSD) 8" HDPE 8" HDPE INV = 860.8 RD RD 8" HDPE 8" HDPE Lat RD RD La t 20'W SAN SWR ESMT5 LF OF 10" HDPE 5 LF OF 10" HDPE 5 LF OF 10" HDPE 732B RIM=866.50 733 RIM=865.00 732A 734 RIM=863.50 38' OF 12" HDPE @0.66% 166' OF 18" RCP @0.72%49' OF 15 " RCP@1.12% 49' OF 12" RCP @1.13% 741 RIM=867.29 733A RIM=865.50 107' O F 1 2 " R C P @2.4 3 % 739 RIM=867.5584' OF 12" HDPE @0.42% 739A RIM=868.20 128' OF 15" RCP@0.94% 6" SAN LAT INV = 859.9 18095 Project Number: Drawing Number: Certified By: Checked ByDrawn ByIssue Date Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title: 06-21-19 SO MK Rev. #Revision Description Issue Date 1 ADDENDUM 7/9/2019 3 ASI #1 8/28/2019 STORM SEWER PLAN STORM SEWER PROFILE ALIGNMENT 718, 731-734 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. GENERAL NOTES SCALE: 1" = 30' SCALE:HORZ.: 1"=30' VERT.: 1"=5' LEGEND Existing Grade New Grade Granular Backfill C514 PLAN & PROFILE (STORM) ALIGNMENT 741, 733A 2 TAC COMMENTS 8/12/2019 4 4 4 4 ASI #2 9/20/2019 NOTE* INSTALL FULL DEPTH GRANULAR BACKFILL WHEN UTILITY IS WITHIN 5' OF PAVEMENT. SEE C603, DETAIL 10-31.4