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. 38 LIN FT SAN SERVICE, 6" (SIZE ASSUMED)
(EXIST. 17 LIN FT RISER; 1:1 SLOPE - ASSUMED)
(EXIST. 21 LIN FT @ 1.04% - ASSUMED)
INVERT @ S-2 = 866.35 (APPROX.)
INVERT @ TOP OF RISER = 883.35 (ASSUMED)
S-5 SAN SAMPLING MH, 4' DIA. (SEE DETAIL)
RIM = 889.10
INV = 884.90 SE 6" PVC
INV = 883.57 N 6" PVC (ESTIAMTED. CONTRACTOR
TO VERIFY EXIST. PIPE INVERT PRIOR TO
ORDERING STRUCTURES. NOTIFY ENGINEER W/
ANY DISCREPANCIES FROM PLAN.)
S-6 74 LIN FT SAN SERVICE, 6" PVC SDR 26
@ 1.04%
S-7 CLEANOUT (REFER TO DETAIL)
RIM = 889.35
INV = +/- 885.67
S-8 22 LIN FT SAN SWR, 6" PVC SDR 26
@ 1.04%
INV @ S-6 = 885.65
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
RIM = 888.26
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 15" RCP
ST-15 EXIST. 16 LIN FT SS RCP, 15"
@ 1.66%
ST-16 EXIST. CONTECH VORTSENTRY WQ UNIT
RIM = 888.15
INV = 884.17 SE 15" RCP
INV = 884.17 NW 15" RCP
ST-17 EXIST. 16 LIN FT SS RCP, 15"
@ 1.66%
ST-18 EXIST. STM CB (OPEN LID F&G TO REMAIN)
RIM = 887.53
PROP. RIM = 887.40
INV = 884.33 SE 15" RCP
INV = 884.43 NW 12" RCP (EXIST. PIPE TO
BE REPLACED.)
INV = 885.00 NW 6" PVC (TO BE CORED.
CONTRACTOR TO VERFIY CONDITION OF EXIST.
STRUCTURE. REPLACE IF NECESSARY.)
ST-19 118 LIN FT SS RCP, 12"
@ 0.69%
ST-20 STM SWR CB 4' DIA., R-3235 TY A GRATE
T/C = 888.96
INV = 885.25 SE 12" RCP
INV = 885.25 NW 12" RCP
ST-21 56 LIN FT SS RCP, 12"
@ 0.45%
ST-22 STM SWR CB 4' DIA., R-3235 TY A GRATE
T/C = 888.96
INV = 885.50 SE 12" RCP
INV = 885.50 S 8" PVC
ST-23 39 LIN FT SS PVC ROOF DRAIN, 8" SDR 26
@ 1.00%
INV @ BLDG = 885.89
ST-24 95 LIN FT SS PVC ROOF DRAIN, 8" SDR 26
@ 1.00%
INV @ ST-23 = 885.65
ST-25 CLEANOUT (SEE DETAIL)
RIM = 889.45
INV = 886.60
ST-26 24 LIN FT SS PVC ROOF DRAIN, 8" SDR 26
@ 1.00%
INV @ ST-24 = 885.90
INV @ BLDG = 886.14
ST-27 24 LIN FT SS PVC ROOF DRAIN, 8" SDR 26
@ 1.00%
INV @ ST-24 = 886.49
INV @ BLDG = 886.73
ST-28 6 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26
@ 1.00%
INV @ ST-24 = 885.85
INV @ CANOPY DOWNSPOUT = 885.91
ST-29 6 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26
@ 1.00%
INV @ ST-24 = 886.14
INV @ CANOPY DOWNSPOUT = 886.20
ST-30 6 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26
@ 1.00%
INV @ ST-24 = 886.34
INV @ CANOPY DOWNSPOUT = 886.40
ST-31 7 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26
@ 1.00%
INV @ ST-24 = 886.58
INV @ CANOPY DOWNSPOUT = 886.65
ST-32 67 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26
@ 1.00%
INV @ N CANOPY DOWNSPOUT = 885.67
ST-33 3 LIN FT SS PVC CANOPY DRAIN, 6" SDR 26
@ 1.00%
INV @ ST-32 = 885.25
INV @ S CANOPY DOWNSPOUT = 885.28
S-9 CLEANOUT (REFER TO DETAIL)
RIM = 889.55
INV = 885.88
S-10 31 LIN FT SAN SWR, 4" PVC SDR 26
@ 2.08%
INV @ S-8 = 885.90
INV @ BLDG = 886.55
S-11 TWO-WAY CLEANOUT (SEE DETAIL)
RIM = 890.25
INV = +/- 886.50
S-12 9 LIN FT SAN SWR, 4" PVC SDR 26
@ 2.08%
INV @ S-8 = 885.75
S-13 TWO-WAY CLEANOUT (SEE DETAIL)
RIM = 889.50
INV = +/- 885.95
S-14 GREASE TRAP (1,000 GAL.)
SEE BUILDING PLUMBING PLAN FOR DETAILS
RIM(S) = 890.15 W, 890.10 E
INV = 886.30 (INLET)
INV = 886.00 (OUTLET)
S-15 12 LIN FT SAN SWR, 4" PVC SDR 26
@ 2.08%
INV @ BLDG = 886.55
S-16 TWO-WAY CLEANOUT (SEE DETAIL)
RIM = 890.25
INV = +/- 886.50
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
PRELIMINARY
07/21/2022WEST CARMEL (IN) FSUPRELIMINARY04978
NO.DATE DESCRIPTION
CHECKED BY:
MRJ
JFV 9965 N. MICHIGAN ROADCARMEL, IN 46032PS-101P R E L I M I N A R Y
NOT FOR CONSTRUCTION
UTILITY TAGS