Loading...
HomeMy WebLinkAboutPS-101 - UTILITY TAGSS-1 EXIST. SAN MH RIM = 889.71 INV = 865.61 E 10" INV = 865.61 W 10" INV = 865.61 N 10" S-2 EXIST. 331 LF SAN SWR MAIN, 10" @ 0.30% (ASSUMED) S-3 EXIST. SAN MH RIM = 888.25 INV = 866.60 E 10" (ESTIMATED) INV = 866.60 SE 10" (ESTIMATED) S-4 EXIST. 40 LIN FT SAN SERVICE, 6" (SIZE ASSUMED) (EXIST. 17 LIN FT RISER; 1:1 SLOPE - ASSUMED) (EXIST. 23 LIN FT @ 2.83% - ASSUMED) INVERT @ S-2 = 866.35 (APPROX.) INVERT @ TOP OF RISER = 883.35 (ASSUMED) S-5 CLEANOUT (TYPE 3, SEE DETAIL) RIM = 889.25 INV = 884.00 (ESTIAMTED. CONTRACTOR TO VERIFY EXIST. PIPE INVERT PRIOR TO ORDERING STRUCTURES. NOTIFY ENGINEER W/ ANY DISCREPANCIES FROM PLAN.) S-6 62 LIN FT SAN SERVICE, 6" PVC SDR 35 @ 1.83% S-7 CLEANOUT (TYPE 2, SEE DETAIL) RIM = 889.40 INV = +/- 885.13 S-8 22 LIN FT SAN SWR, 6" PVC SDR 35 @ 2.50% INV @ S-6 = 885.10 ST-1 EXIST. 91 LIN FT SS RCP, 12" @ 1.31% ST-2 EXIST. CONTECH VORTSENTRY WQ UNIT RIM = 887.22 INV = 880.42 SE 12" RCP INV = 880.42 NW 12" RCP ST-3 EXIST. 11 LIN FT SS RCP, 12" @ -0.18% ST-4 EXIST. STM MH RIM = 887.30 INV = 880.40 SE 12" RCP INV = 880.40 SW 12" RCP INV = 880.50 NW 12" RCP ST-5 EXIST. 126 LIN FT SS RCP, 12" @ 1.67% ST-6 EXIST. STM MH EXIST. RIM = 888.26 PROP. RIM = 888.55 INV = 882.60 SE 12" RCP INV = 882.60 SW 12" RCP INV = 882.60 NW 12" RCP INV = 884.96 NE 6" PVC (PIPE TO BE REMOVED & INVERT MORTARED SHUT) ST-7 EXIST. 92 LIN FT SS RCP, 12" @ 1.72% ST-8 EXIST. STM INLET RIM = 887.23 INV = 884.18 SE 12" RCP INV = 884.63 E 6" PVC ST-9 EXIST. 30 LIN FT SS RCP, 12" @ 3.63% ST-10 EXIST. STM INLET RIM = 886.89 INV = 883.69 NE 12" RCP ST-11 EXIST. 16 LIN FT SS RCP, 12" @ 15.50% ST-12 EXIST. STM INLET RIM = 885.93 INV = 882.88 NE 12" RCP ST-13 EXIST. 30 LIN FT SS RCP, 12" @ 2.03% ST-14 EXIST. STM INLET RIM = 887.90 INV = 883.90 NE 12" RCP INV = 883.90 NW 12" RCP ST-15 EXIST. 14 LIN FT SS RCP, 12" @ 2.57% ST-16 EXIST. CONTECH VORTSENTRY WQ UNIT RIM = 888.26 INV = 884.26 SE 12" RCP INV = 884.26 NW 12" RCP ST-17 EXIST. 13 LIN FT SS RCP, 12" @ 0.54% ST-18 EXIST. STM CB (OPEN LID F&G TO REMAIN) EXIST. RIM = 887.53 PROP. RIM = 887.40 INV = 884.33 SE 12" RCP INV = 884.43 NW 12" RCP (EXIST. PIPE TO BE REPLACED.) INV = 884.90 NW 6" PVC (TO BE CORED. CONTRACTOR TO VERIFY CONDITION OF EXIST. STRUCTURE. REPLACE IF DEEMED NECESSARY.) ST-19 118 LIN FT SS RCP, 12" @ 0.53% ST-20 STM SWR CB 4' DIA., R-3235 TY A GRATE T/C = 888.96 INV = 885.05 SE 12" RCP INV = 885.05 NW 12" RCP ST-21 46 LIN FT SS RCP, 12" @ 0.43% ST-22 STM SWR CB 4' DIA., R-3235 TY A GRATE T/C = 888.86 INV = 885.25 SE 12" RCP INV = 885.25 S 8" PVC ST-23 39 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ BLDG = 885.64 ST-24 96 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ ST-23 = 885.41 ST-25 CLEANOUT (SEE DETAIL) RIM = 889.30 INV = 886.37 ST-26 24 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ ST-24 = 885.65 INV @ BLDG = 885.89 ST-27 24 LIN FT SS PVC ROOF DRAIN, 8" SDR 26 @ 1.00% INV @ ST-24 = 886.25 INV @ BLDG = 886.49 ST-28 7 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 885.60 INV @ CANOPY DOWNSPOUT = 885.67 ST-29 7 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 885.90 INV @ CANOPY DOWNSPOUT = 885.97 ST-30 7 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 886.10 INV @ CANOPY DOWNSPOUT = 886.17 ST-31 7 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-24 = 886.35 INV @ CANOPY DOWNSPOUT = 886.42 ST-32 67 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ N CANOPY DOWNSPOUT = 885.57 ST-33 3 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26 @ 1.00% INV @ ST-32 = 885.15 INV @ S CANOPY DOWNSPOUT = 885.18 S-9 CLEANOUT (TYPE 2, SEE DETAIL) RIM = 890.05 INV = 885.65 S-10 27 LIN FT SAN SWR, 6" PVC SDR 35 @ 2.50% INV @ S-8 = 885.58 INV @ BLDG = 886.25 S-11 TWO-WAY CLEANOUT (TYPE 2, SEE DETAIL) RIM = 889.95 INV = +/- 886.20 S-12 9 LIN FT SAN SWR, 6" PVC SDR 35 @ 2.78% INV @ S-6 = 884.90 S-13 SAMPLING STRUCTURE, 2' DIA. (SEE DETAIL) RIM = 890.05 INV = 885.15 N 6" PVC INV = 885.65 S 6" PVC S-14 2 LIN FT SAN SWR, 6" PVC SDR 35 @ 5.00% S-15 GREASE TRAP (1,000 GAL.) SEE BUILDING PLUMBING PLAN FOR DETAILS RIM(S) = 890.15 N, 890.15 S INV = 885.92 (INLET) INV = 885.75 (OUTLET) S-16 16 LIN FT SAN SWR, 6" PVC SDR 35 @ 2.08% INV @ BLDG = 886.25 S-17 TWO-WAY CLEANOUT (TYPE 2, SEE DETAIL) RIM = 890.25 INV = +/- 886.21 A STORM SEWER TAG ST-21 BOP = 884.94 WATER SERVICES TOP = 883.44 VERT SEP = 1.50' MIN. LOWERING REQ'D B STORM SEWER TAG ST-21 BOP = 885.34 SANITARY SEWER TAG S-6 TOP = 884.67 VERT SEP = 0.67' C SANITARY SEWER TAG S-6 BOP = 884.80 WATER SERVICES TOP = 883.30 VERT SEP = 1.50' MIN. LOWERING REQ'D D 2" WATER SERVICE BOP = 885.05 6" WATER SERVICE TOP = 884.55 VERT SEP = 0.50' E SANITARY SEWER TAG S-16 BOP = 886.07 3/4" WATER SERVICE TOP = 884.57 VERT SEP = 1.50' MIN. LOWERING REQ'D F SANITARY SEWER TAG S-10 BOP = 886.03 3/4" WATER SERVICE TOP = 884.53 VERT SEP = 1.50' MIN. LOWERING REQ'D STRUCTURE DATA TABLE STRUCTURE #TOP CASTING ELEVATION UPSTREAM PIPE # UPSTREAM PIPE ELEVATION UPSTREAM STRUCTURE # DOWNSTREAM PIPE # DOWNSTREAM PIPE ELEVATION DOWNSTREAM STRUCTURE #STRUCTURE TYPE NOTES ST-2 887.22 ST-3 880.42 ST-4 ST-1 880.42 EXISTING MH (WQU)EXISTING ST-4 887.30 ST-5 880.50 ST-6 ST-3 880.40 ST-2 MH EXISTING ST-6 888.55 ST-7 882.60 ST-8 ST-5 882.60 ST-4 MH EXISTING ST-8 887.23 ---ST-7 884.18 ST-6 INLET EXISTING ST-10 886.89 ---ST-9 883.69 ST-6 INLET EXISTING ST-12 885.93 ---ST-11 882.88 ST-4 INLET EXISTING ST-14 887.90 ST-15 883.90 ST-16 ST-13 883.90 EXISTING INLET EXISTING ST-16 888.26 ST-17 884.26 ST-18 ST-15 884.26 ST-14 MH (WQU)EXISTING ST-18 887.40 ST-19 884.43 ST-20 ST-17 884.33 ST-16 CB EXISTING ST-20 888.96 ST-21 885.05 ST-22 ST-19 885.05 ST-18 CB 4' DIA. (SHEET C-501) ST-22 888.86 ST-23 885.25 -ST-21 885.25 ST-20 CB 4' DIA. (SHEET C-501) ST-25 889.30 ---ST-24 886.37 -CO CLEANOUT STORM PIPE DATA TABLE PIPE #PIPE LENGTH (FT) UPSTREAM PIPE ELEVATION DOWNSTREAM PIPE ELEVATION PIPE MATERIAL PIPE SIZE (INCHES)NOTES ST-1 91 880.42 879.23 RCP 12 EXISTING ST-3 11 880.40 880.42 RCP 12 EXISTING ST-5 126 882.60 880.50 RCP 12 EXISTING ST-7 92 884.18 882.60 RCP 12 EXISTING ST-9 30 883.69 882.60 RCP 12 EXISTING ST-11 16 882.88 880.40 RCP 12 EXISTING ST-13 30 883.90 883.29 RCP 12 EXISTING ST-15 14 884.26 883.90 RCP 12 EXISTING ST-17 13 884.33 884.26 RCP 12 EXISTING ST-19 118 885.05 884.43 RCP 12 ST-21 46 885.25 885.05 RCP 12 ST-23 39 885.64 885.25 PVC 8 ROOF DRAIN ST-24 96 886.37 885.41 PVC 8 ST-26 24 885.89 885.65 PVC 8 ROOF DRAIN ST-27 24 886.49 886.25 PVC 8 ROOF DRAIN ST-28 7 885.67 885.60 PVC 6 CANOPY DRAIN ST-29 7 885.97 885.90 PVC 6 CANOPY DRAIN ST-30 7 886.17 886.10 PVC 6 CANOPY DRAIN ST-31 7 886.42 886.35 PVC 6 CANOPY DRAIN ST-32 67 885.57 884.90 PVC 6 CANOPY DRAIN ST-33 3 885.18 885.15 PVC 6 CANOPY DRAIN Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 ISSUED FOR CONSTRUCTION 07/21/2022WEST CARMEL (IN) FSUISSUED FOR CONSTRUCTION04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 460321 01/12/23 ISSUED FOR PERMIT PROF E SSIONA L E N G INEERJOSEP H F . V AVRIN A , II IREGISTER E DINDIA N A No. PE11800597 STATE OF 2 02/17/23 PER CITY COMMENTS 3 03/01/23 PER TRICO COMMENTS 4 03/24/23 ISSUED FOR CONSTRUCTION PS-101FOR CONSTRUCTION UTILITY TAGS