ALIGNMENT CODES:"BS"= BIG STONE TRAIL"SR"=SHADOW RIDGE TRAIL

STORM SEWER SCHEDULE CITY OF MADISON

STRUCTURES PIPESSTRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO LGTH DISCH. INLET SLOPE PIPE TYPE NOTESNO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) (FT) E.I. E.I. (%) SIZE

S-1 107'SR'+25.35 RT-11.44 EX AS 1549-014 - 261.30 - CONNECT TO EX STRUCTURE P-1 S-1 S-2 85 261.30 261.73 0.51% 18" RCP -S-2 108'SR'+10.62 RT-15.50 3X3 SAS 265.62 261.73 3.89 FP; W/ R-3067-7004-V P-2 S-2 S-3 75 261.98 262.36 0.50% 15" RCP -S-3 108'SR'+86.10 RT-15.50 H INLET 265.98 262.36 3.62 W/ R-3067-7004-V P-3 S-3 S-4 31 262.36 262.52 0.50% 12" RCP NCMS-4 108'SR'+82.26 LT-15.50 H INLET 265.98 262.52 3.46 W/ R-3067-7004-V P-4 S-2 S-5 34 261.98 262.15 0.50% 15" RCP -S-5 10'BS'+60.49 LT-15.50 H INLET 265.66 262.15 3.51 LP; W/ R-3067-7004 P-5 S-5 S-6 31 262.15 262.31 0.50% 12" RCP NCMS-6 10'BS'+57.16 RT-15.50 H INLET 265.66 262.31 3.35 LP; W/ R-3067-7004 P-6 S-2 S-7 58 261.98 262.27 0.50% 15" RCP -S-7 11'BS'+38.49 LT-15.50 H INLET 265.66 262.27 3.39 LP; W/ R-3067-7004 P-7 S-7 S-8 31 262.27 262.43 0.50% 12" RCP NCMS-8 11'BS'+38.49 RT-15.50 H INLET 265.66 262.43 3.23 LP; W/ R-3067-7004

- APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD.

- 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.

FILE NAME: M:\DESIGN\STREETS\DGN\53B2356\UTILITIES\STORM SCHEDULE.XLS DATE:

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8TH ADDITION TO BLACKHAWK PH 7

PROJECT NO. 53B2356

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06/05/2013

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- 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, OR FAX SHOP DRAWINGS TO (608)264-9275.

SPECIFIC NOTES

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

- TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's.

ALIGNMENT CODES:"BS"= BIG STONE TRAIL"SR"=SHADOW RIDGE TRAIL

SANITARY SEWER SCHEDULE CITY OF MADISON

PROPOSED SANITARY STRUCTURESSAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM SAS TO SAS EI # EI # LENGTH SLOPE SIZE PVC NOTESNO. (OFFSET) CASTING (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) (FT) (%) (DIA) TYPE

SAS#1 112'SR'+25.00 CL 275.10 261.50 13.60 - EX SAS 1549-003 SAS#1 250.75 261.50 378 2.84% 8" SDR-26 -SAS#2 9'BS'+48.07 LT-2.00 266.08 251.12 14.96 - EX SAS 1549-003 SAS#2 250.70 251.12 151 0.28% 10" SDR-26 -SAS#3 6'BS'+76.76 RT-1.55 267.45 251.93 15.52 - SAS#2 SAS#3 251.17 251.93 271 0.28% 10" SDR-26 -

FILE NAME: M:\DESIGN\STREETS\DGN\53B2356\UTILITIES\SANITARY SCHE DATE: 06/05/2013

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8TH ADDITION TO BLACKHAWK PH 7

PROJECT NO. 53B2356

SHEET NO.

U-4SANITARY SCHEDULE

REVISED 09/30/2013 KBM

ADD HYDRANT EXTENSION TOHYDRANT BARREL OR OFFSET TOHYDRANT LEAD TO RAISE HYDRANTTO REVISED GRADE; HYDRANTBARREL SHALL NOT EXCEED 9 FEETOF DEPTH; IF MORE THAN 9 FEET OFDEPTH IS RQ'D HYDRANT LEAD MUSTBE VERTICALLY ADJUSTED TO RAISETHE LEAD SUCH THAT THE MAXIMUMBARREL DEPTH IS 9 FEET.

REVISED 06-18-2013 KBM

REVISED 06-18-2013

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REPRINTED TO SHOW 06-18-2013REVISIONS - KBM