madison, wisconsin · 'ds' =drake street sidewalk project no 53b2321 'ps' =park...
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ALIGNMENT CODES:'DS' =DRAKE STREET SIDEWALK PROJECT NO 53B2321'PS' =PARK STREET SIDEWALK
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. (%) SIZES-1 3'DS'+98.12 LT-8.32 TAP --- 849.15 --- TAP EX. STRUCTURE IN 4755-007 P-1 S-1 S-2 23 849.15 849.33 0.78% 12" RCP INSULATE OVER HYDRANTS-2 3'DS'+76.97 LT-17.36 H INLET 852.46 849.33 3.13 W/ R-1550 LOGO LID 1550-0054, (1) LEAD
- 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.
(1) CONNECT TO PRIVATE 8" HDPE TO W, EI= 849.33, CONNEC TO PRIVATE 10" PIPE TO SOUTH, EI = 849.33 - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER.
FILE NAME: M:\DESIGN\PROJECTS\53B2321\STREETS\DESIGN\STORM SCHEDULE.XLS]SCHED DATE:
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502 S. PARK ST & 917-925 DRAKE ST SHEET NO.
STORM SEWER SCHEDULE U-2
04/22/2013
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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 LISA COLEMAN OF CITY ENGINEERING AT (608) 266-4093 FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608)264-9275.
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.
SPECIFIC NOTES:
