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CITY OF MADISON
SAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM TO DWNSTRM UPSTRM PLAN SLOPE PIPE PVC NOTESNO. (OFFSET) CASTING (DNSTM) (UPSTM) E.I. E.I. LGTH (FT) (%) SIZE TYPE
SANDHILL ROAD
SAS#1 102+22.67 CL 1091.65 1080.55 11.10 - EX PLG 1647-017 SAS#1 1074.55 1080.55 182 3.30% 8" SDR-35 -SAS#2 101+00.00 CL 1095.85 1084.76 11.09 - SAS#1 SAS#2 1080.65 1084.76 123 3.34% 8" SDR-35 -
SAS#1 SAS#3 1080.65 1081.25 151 0.40% 8" SDR-35 -SAS#3 SAS#4 1081.35 1087.14 300 1.93% 8" SDR-35 -
RED ROCK LANE
SAS#3 202+00.00 CL 1092.55 1081.25 11.30 -SAS#4 205+00.00 CL 1098.57 1087.14 11.43 -
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M:\DESIGN\Projects\11943\Sanitary\Design\[11943 San Sewer Schedule Blackhawk 9th Add.xls]San Schedule DATE: 09/20/2018
NINTH ADD TO BLACKHAWK SUBDIVISION SHEET NO.
SANITARY SEWER SCHEDULE PROJECT NO. 11943 U-SAN
SANITARY SEWER SCHEDULE
PROPOSED SANITARY STRUCTURES PROPOSED SANITARY PIPES
CITY OF MADISON
STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO DISCH. INLET PLAN (PAY) PIPE SLOPE PIPE TYPE NOTESNO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) E.I. E.I. LGTH (FT) LGTH (FT) (%) SIZE
SANDHILL ROAD P-1 S-1 S-2 1083.00 1083.94 120 119 0.79% 12" TYPE II -P-2 S-2 S-3 1084.19 1088.55 130 127 3.43% 12" TYPE II -
S-1 103+13.00 RT-134.95 12" RCP AE - 1083.00 - W/ GATE P-3 S-3 S-3A 1088.55 1088.88 31 29 1.14% 12" TYPE I -S-2 103+13.00 RT-15.50 H INLET 1088.08 1083.94 4.14 W/ R-3067-7004-V P-4 S-4 S-5 1080.38 1081.87 122 119 1.25% 18" TYPE II -S-3 101+82.66 RT-15.50 H INLET 1093.45 1088.55 4.90 W/ R-3067-7004-V P-5 S-5 S-6 1082.37 1085.50 124 121 2.59% 12" TYPE II -S-3A 101+82.66 LT-15.50 H INLET 1093.45 1088.88 4.57 W/ R-3067-7004-V P-5A S-5 S-5A 1083.85 1084.50 33 32 2.03% 6" TYPE II -S-4 105+09.08 LT-15.50 STM TAP - 1080.38 - TAP EX IN 1647-041 P-6 S-6 S-7 1085.50 1086.44 36 33 2.85% 12" TYPE II -S-5 103+87.54 LT-15.50 H INLET 1085.37 1081.87 3.50 FP; LP; W/ R-3067-7004-VB P-7 S-7 S-7A 1086.44 1086.73 27 25 1.16% 12" TYPE I -S-5A 103+87.69 LT-48.26 6" AE - 1084.50 - - P-8 S-8 S-9 1094.79 1094.98 33 31 0.61% 12" TYPE II -S-6 102+63.82 LT-15.50 H INLET 1090.08 1085.50 4.58 W/ R-3067-7004-V P-9 S-9 S-9A 1094.98 1095.13 27 25 0.60% 12" TYPE I -
P-10 S-10 S-10A 1093.58 1093.75 43 43 0.40% 6" TYPE II -RED ROCK LANE
S-7 200+88.00 RT-13.50 H INLET 1091.40 1086.44 4.96 LP; W/ R-3067-7004-VBS-7A 200+88.00 LT-13.50 H INLET 1091.57 1086.73 4.84 LP; W/ R-3067-7004-VBS-8 205+59.22 LT-36.38 H INLET 1098.19 1094.79 3.40 W/ R-3067-7004-V; (1)S-9 205+35.00 LT-13.50 H INLET 1098.54 1094.98 3.56 LP; W/R-3067-7004-VBS-9A 205+35.00 RT-13.50 H INLET 1098.54 1095.13 3.41 LP; W/R-3067-7004-VBS-10 205+58.53 LT-138.98 STM TAP - 1093.49 - TAP EX IN 1647-065S-10A 205+24.11 LT-164.20 6" AE - 1093.75 - -
- APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD.(1) RECONNECT EX 12" PIPE TO EAST & WEST - TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's.
- TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED.- ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED.- SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER.
M:\DESIGN\Projects\11943\Storm\Design\[Storm Schedule 9thAddBlackhawk.xls]Storm Schedule DATE: 10/25/2018
- ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT ELIA E. ACOSTA OF CITY ENGINEERING AT (608) 266-4096 FOR PRECAST APPROVALS, FAX SHOP DRAWINGS TO (608)264-9275, OR EMAIL SHOP DRAWINGS TO EACOSTA@CITYOFMADISON.COM.
STORM SEWER SCHEDULE
STANDARD NOTES:- ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP = HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES; UD = UNDERDRAIN
NINTH ADDITION TO BLACKHAWK SHEET NO.
STORM SEWER SCHEDULE PROJECT NO. 11943 U-STM
SPECIFIC NOTES
PROPOSED STORM STRUCTURES PROPOSED STORM PIPES
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