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20 STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'CW'= COMANCHE WAY PIPES BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-3 PROJECT NO. 53W1930 COMANCHE WAY STORM SEWER SCHEDULE CITY OF MADISON STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES PIPE FROM TO PLAN PIPE DISCH. INLET SLOPE PIPE TYPE NOTES NO. (OFFSET) CASTING NO. (DNSTM) (UPSTM) LGTH (FT) LGTH (FT) E.I. E.I. (%) SIZE PLOT SCALE: _ S-1 24'CW' LT "X68" HERCP AE (3) P-1 S-1 S % 43"X68" HERCP NOTE (2) S-1A 24'CW' LT SADDLED INLET TYPE II LP; FP; W/ R VB P-2 S-3 S % 43"X68" HERCP NOTE (2) S-1B 24'CW' RT SADDLED INLET TYPE II LP; FP; W/ R VB P-3 S-3A S % 12" RCP - S-2 24'CW' RT "X68" HERCP AE (3) P-4 S-5 S % 12" RCP - S-3 24'CW' LT "X68" HERCP AE (3) S-3A 24'CW' LT SADDLED INLET TYPE II LP; FP; W/ R VB S-3B 24'CW' RT SADDLED INLET TYPE II LP; FP; W/ R VB S-4 24'CW' RT "X68" HERCP AE (3) S-5 26'CW' LT H INLET FP; W/ R V S-6 26'CW' RT H INLET FP; W/ R V PLOT NAME: _ STORM STRUCTURE REMOVALS STRUC. ID NO. STATION LOCATION TYPE NOTES NO. (OFFSET) REV. DATE: _ ULO SCHEDULE RS-1 IN 'CW' LT DOUBLE SADDLED H INLETS PAID AS 2 REMOVE INLET RS-2 IN 'CW' RT DOUBLE SADDLED H INLETS PAID AS 2 REMOVE INLET ID NO. STATION LOCATION TYPE NOTES (OFFSET) STORM PIPE REMOVALS PIPE REMOVE REMOVE LENGTH PAID SIZE TYPE NOTES REMOVAL NO. FROM TO (FT) (Y/N) ULO-1 24'CW' LT TV - ULO-2 25'CW' LT-6.41 GAS - RP-1 RS-1 RS-5 98 N 54"X85" HERCP CMPA NOTE (1) RP-2 RS-2 RS-6 98 N 54"X85" HERCP CMPA NOTE (1) ORIGINATOR: CITY OF MADISON STREETS DIVISION 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 - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. - 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. SPECIFIC NOTES - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. (1) EXISTING ENDWALL REMOVAL INCLUDED IN PIPE REMOVAL - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. (2) PLAN LENGTH IS ACTUAL PIPE LENGTH (ENDWALL NOT INCLUDED) - ALL STRUCTURES CALLED OUT AS FIELD POURED SHALL BE FIELD POURED. ALL OTHER STRUCTURES (NOT INDICATED AS FIELD (3) STATION AND OFFSET GIVEN TO END OF APRON POURED) SHALL BE SUBMITTED TO CITY ENGINEERING FOR APPROVAL IF PRECAST STRUCTURES ARE PREFERRED. CONTACT ELIA E. ACOSTA OF CITY ENGINEERING AT (608) FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608) FILE NAME: M:\DESIGN\PROJECTS\53W1793\COMANCHE\STORM\DESIGN\STORM SCHEDULE COMANCHE.XLS DATE: 04/23/2015
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25 STORM SEWER SCHEDULE STRUCTURES STRUC. STATION LOCATION TYPE TOP OF E.I. DEPTH NOTES NO. (OFFSET) CASTING ALIGNMENT CODES: 'BW'= BURNING WOOD BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-8 PROJECT NO. 53W1930 BURNING WOOD STORM SEWER SCHEDULE CITY OF MADISON E: _ PLOT SCALE PLOT NAME: _ S-1 11'BW' LT X6 CATCHBASIN W/ ONE R V; (1) (2)(4) S-2 20'BW' LT X6 CATCHBASIN W/ ONE R V; (1) (2)(4) S-3 23'BW' LT X6 CATCHBASIN W/ ONE R V; (1) (2)(4) S-4 26'BW' LT X6 CATCHBASIN LP; W/ ONE R VB; (1) (2)(4) S-5 29'BW' LT TERRACE INLET TYPE LP; PER SDD B; (2) (3) STORM STRUCTURE REMOVALS STRUC. ID NO. STATION LOCATION TYPE NOTES NO. (OFFSET) RI-1 IN 'BW' LT H INLET - RI-2 IN 'BW' LT H INLET - RI-3 IN 'BW' LT H INLET - RI-4 IN 'BW' LT H INLET - RI-5 IN 'BW' LT DOUBLE H INLET PAID AS 2 REMOVE INLET ULO SCHEDULE ID NO. STATION LOCATION TYPE NOTES (OFFSET) REV. DATE: _ ULO-1 11'BW' LT GAS - ORIGINATOR: CITY OF MADISON STREETS DIVISION 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 - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. - TOP OF CASTING GRADE GIVEN IS THE TOP OF CURB FOR INLET STRUCTURES AND THE FLOWLINE OF THE CLOSED CASTING FOR SAS's. (1) CENTER OF STRUCTURE IS 1.0 FT FROM FACE OF CURB. - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. (2) WITH 3 FT SUMP BELOW INVERT - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. (3) CASTING IS 0.2 FT BELOW TOP OF CURB TC=855.90; PER SDD B - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. (4) SEE DETAIL ON THIS SHEET - 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) FOR PRECAST APPROVALS, OR FAX SHOP DRAWINGS TO (608) FILE NAME: M:\DESIGN\PROJECTS\53W1793\BURNING WOOD MENOMONIE\STORM\DESIGN\STORM SCHEDULE BURNING DATE: 04/23/2015
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27 SANITARY SCHEDULE ALIGNMENT CODES: 'FS'= FOURTH STREET BURNING WOOD, COMANCHE, 4TH SHEET NO. UTIL W RESURF ASSESSMENT DISTRICT-2015 U-10 PROJECT NO. 53W1930 N FOURTH ST SANITARY SEWER SCHEDULE CITY OF MADISON PROPOSED SANITARY STRUCTURES PROPOSED SANITARY PIPES SAS STATION LOCATION TOP OF E.I. DEPTH NOTES FROM SAS TO SAS EI # EI # PLAN SLOPE SIZE PVC NOTES NO. (OFFSET) CASTING (DWNSTRM) (UPSTREAM) (DWNSTRM) (UPSTRM) LGTH (FT) (%) (DIA) TYPE PLOT SCALE: _ SAS#1 43'FS' RT EX SAS SAS# % 8" SDR-35 - PLOT NAME: _ REV. DATE: _ REMOVE SANITARY SEWER STRUCTURE ABANDON SANITARY SEWER PIPE STRUCTURE STATION LOCATION TOP OF E.I. DEPTH NOTES ABANDON ABANDON LENGTH SIZE TYPE NOTES ID NO. (OFFSET) CASTING FROM TO EX SAS 'FS' RT EX SAS EX SAS " VP PLUGS - INCIDENTAL EX SAS 'FS' RT EX SAS EX SAS RT " PVC PLUGS - INCIDENTAL FILE NAME: M:\DESIGN\PROJECTS\53W1793\FOURTH\SANITARY\DESIGN\SANITARY SCHEDULE DATE: 04/23/2015
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50 MATERIALS ESTIMATE COMANCHE BURNING WOOD, ETC. FOURTH TOTAL UNITS (6-IN) D.I. PIPE LF (8-IN) D.I. PIPE LF (10-IN) D.I. PIPE LF (12-IN) D.I. PIPE LF (5-IN) HYDRANT ASSEMBLY EA (6-IN) GATE VALVE & BOX EA (8-IN) GATE VALVE & BOX EA (10-IN) GATE VALVE & BOX EA (12-IN) GATE VALVE & BOX EA (6-IN) M.J. CAP EA (8-IN) M.J. CAP EA (10-IN) M.J. CAP EA (6-IN) M.J. PLUG EA (8-IN) M.J. PLUG EA (12-IN) M.J. PLUG EA (8-IN x 6-IN) TEE EA (8-IN x 8-IN) TEE EA (12-IN x 6-IN) TEE EA (12-IN x 8-IN) TEE EA (12-IN x 10-IN) TEE EA (8-IN x 6-IN) REDUCER EA (6-IN) DEG BEND EA (8-IN) DEG BEND EA (10-IN) DEG BEND EA (12-IN) DEG BEND EA (8-IN) 22.5-DEG BEND EA (8-IN) 45-DEG BEND EA (12-IN) 45-DEG BEND EA (6-IN) 90-DEG BEND EA (8-IN) 90-DEG BEND EA (4-FTx8-FT) 2-IN INSULATION LF (6-IN) TAPPING SLEEVE & VALVE EA (8-IN) TAPPING SLEEVE & VALVE EA (10-IN) TAPPING SLEEVE & VALVE EA (12-IN) TAPPING SLEEVE & VALVE EA POLYWRAP LF (1-IN) COPPER TUBING AS REQ'D
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CITY OF MADISON CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PLAN OF PROPOSED IMPROVEMENT
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PUBLIC IMPROVEMENT PROJECT APPROVED CITY OF MADISON v CITY ENGINEERING DIVISION DEPARTMENT OF PUBLIC WORKS PROFILES N BIRCHWOOD POINT PHASE 10
PUBLC MPROVEMENT PROJECT APPROVED CTY OF MADSON v CTY ENGNEERNG DVSON DEPARTMENT OF PUBLC WORKS Madison, Wisconsin PLAN OF PROPOSED NDEX OF SHEETS ii.j (J (/) f 1 TTLE SHEET NO. DlD4 DETALS SHEET NO. PlP5
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