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- Julian Baldwin
- 5 years ago
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43 SANITARY SCHEDULE ALIGNMENT CODES: 'ES'= EAU CLAIRE AVENUE SB UTILITY REPLACEMENT WITH STREET RESURFACING PROJECT NO. 53W1793 EAU CLAIRE AVE SANITARY SEWER SCHEDULE SHEET NO. U-6 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: _ PLOT NAME: _ REV. DATE: _ SAS#1 68'ES' RT SAS#1 SAS# % 8" SDR-35 TAP EX SAS SAS#2 68'ES' CL SAS#2 SAS# % 8" SDR-35 - SAS#3 65'ES' CL SAS#3 SAS % 8" SDR-35 - SANITARY SEWER STRUCTURE REMOVALS 56'ES'+47.33, LT 'ES'+57.45, LT % 8" SDR-35 POINT REPAIR; SEE NOTES (1) & (2) 56'ES'+82.64, LT 'ES'+05.67; LT % 8" SDR-35 POINT REPAIR; SEE NOTES (1) & (2) 58'ES'+87.78; LT 'ES'+95.86; LT % 8" SDR-35 POINT REPAIR; SEE NOTES (1) & (2) 60'ES'+58.65; LT 'ES'+70.75; LT % 8" SDR-35 POINT REPAIR; SEE NOTES (1) & (2) ABANDON SANITARY SEWER PIPE STRUCTURE STATION LOCATION NOTES ABANDON ABANDON LENGTH SIZE TYPE NOTES ID NO. (OFFSET) FROM TO SAS 'ES' LT EX SAS EX SAS " VP PLUGS SAS 'ES' RT NOTES: (1) W/ COMPRESSION COUPLINGS; MATCH EXISTING PIPE SLOPE (2) REMOVE SAG IN MAIN FILE NAME: M:\DESIGN\PROJECTS\53W1793\EAU CLAIRE\SANITARY\DESIGN\SANITARY SCHEDU DATE: 03/18/2015
44 STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'ES'= EAU CLAIRE AVENUE SB PIPES * REVISED 8/3/15 EEA UTILITY REPLACEMENT WITH STREET SHEET NO. RESURFACING U-7 PROJECT NO. 53W1793 EAU CLAIRE AVE 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-30 54'ES' RT TAP TAP EX * P-30 S-30 S % 27" RCP - S-31 54'ES' RT SADDLED H INLET TYPE W/ R V * P-30A S-38 S % 27" RCP - S-32 54'ES' RT X4 SAS FP; W/ TWO R ; NOTE (1) P-31 S-32 S % 12" RCP NCM S-33 54'ES' LT H INLET W/ R V P-32 S-32 S % 21" RCP NCM S-34 54'ES' RT TERRACE INLET TYPE FP; PER SDD B; NOTE (2) P-32A S-34 S-34A % 21" RCP - S-34A 54'ES' LT " PIPE PLUG P-33 S-32 S % 21" RCP NCM S-35 54'ES' LT TERRACE INLET TYPE FP; PER SDD B; NOTE (2) P-34 S-36 S % 12" RCP - S-36 54'ES' LT TAP & CAP EX IN INSTALL MARKER BALL; NOTE (4) * P-35 S-38 S % 12" RCP NCM S-37 54'ES' LT H INLET LP; W/ R VB * P-36 S-39 S % 12" RCP - * S-38 54'ES' RT X3 SAS FP; W/ R-1689; NOTE (3) * P-37 S-40 S % 12" RCP - * S-39 58'ES' RT X3 SAS W/ R * S-40 59'ES' RT X3 SAS W/ R V S-41 60'ES' RT TAP TAP EX PLOT NAME: _ STORM STRUCTURE REMOVALS STRUC. ID NO. STATION LOCATION TYPE NOTES NO. (OFFSET) REV. DATE: _ RS-1 AS 'EA' RT X7 CATCHBASIN - RI-1 IN 'EA' RT INLET - RI-2 IN 'EA' LT INLET - ULO SCHEDULE RI-3 IN 'EA' RT DOUBLE INLET PAID AS REMOVE INLET X 2 ID NO. STATION LOCATION TYPE NOTES RI-4 IN 'EA' LT DOUBLE INLET PAID AS REMOVE INLET X 2 (OFFSET) * ULO-1 54'EA' LT GAS-4IN, STEEL TOP=927.29; OK, BELOW PROP STM * ULO-2 54'EA' LT GAS-4IN, STEEL TOP=927.43; OK, BELOW PROP STM STORM PIPE REMOVALS * ULO-3 54'EA' LT GAS-4IN, STEEL TOP=927.65; OK, BELOW PROP STM, ADJUST INLET IN FIELD PIPE REMOVE REMOVE LENGTH PAID SIZE TYPE NOTES * ULO-4 59'EA' RT T-2IN, PLASTIC TOP=930.30; LOWERED STORM TO AVOID CONFLICT REMOVAL NO. FROM TO (FT) (Y/N) * ULO-5 59'EA' RT GAS-4IN, PLASTIC TOP=931.43; LOWERED STORM TO AVOID CONFLICT * ULO-6 59'EA' RT FO-4IN, PLASTIC TOP=930.64; LOWERED STORM TO AVOID CONFLICT RP-1 S-30 RI-1 25 N 12" RCP - * ULO-7 59'EA' RT E-4IN, PLASTIC TOP=930.75; LOWERED STORM TO AVOID CONFLICT RP-2 S-30 RS-1 41 N 18" RCP - * 59'EA' RT E-4IN, PLASTIC TOP=930.76; LOWERED STORM TO AVOID CONFLICT RP-3 RS-1 RI-2 43 N 12" RCP - * ULO-8 60'EA' RT GAS-1IN, PLASTIC TOP=930.98; LOWERED STORM TO AVOID CONFLICT RP-4 RS-1 RI-3 53 N 12" RCP - * ULO-9 54'EA' LT GAS-4IN, STEEL TOP=927.50; OK, BELOW PROP STM, ADJUST STRUCTURE IN FIELD RP-5 RS-1 RI-4 54 N 12" RCP - * ULO-10 59'EA' RT GAS-4IN, STEEL TOP=930.51; OK, ADJUST INLET IN FIELD ORIGINATOR: CITY OF MADISON STREETS DIVISION STORM PIPE ABANDONMENT STANDARD NOTES: ABANDON ABANDON LENGTH PAID SIZE TYPE NOTES FROM TO (Y/N) - 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 S-41 60'ES' LT-8.50 Y 12" RCP - = 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. SPECIFIC NOTES - 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) RECONNECT EXISTING 12" PIPES TO N & S & SW; AND EX 21" TO NW - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. (2) RECONNECT EXISTING PRIVATE CONNECTION (3) PIPE IN ROOF OF STRUCTURE (4) PER BID ITEM 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\EAU CLAIRE\STORM\DESIGN\STORM SCHEDULE EAU_REV 0730.X DATE: 08/03/2015
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51 SANITARY SCHEDULE ALIGNMENT CODES: "KA"=KENDALL AVE UTILITY REPLACEMENT WITH STREET RESURFACING PROJECT NO. 53W1793 KENDALL AVE SANITARY SEWER SCHEDULE SHEET NO. U-14 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 SAS#1 37'KA' LT EX SAS SAS# % 8" SDR-35 REMOVE EXISTING PIPE PLUG PLOT NAME: _ PLOT SCALE: _ REV. DATE: _ FILE NAME: M:\DESIGN\PROJECTS\53W1793\KENDALL BLUFF\SANITARY\DESIGN\SANITARY SCH DATE: 03/18/2015
52 STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'BS'= BLUFF ST 'KA'= KENDALL AVE PIPES * Revised 06/16/2015 ELD UTILITY REPLACEMENT WITH STREET RESURFACING PROJECT NO. 53W1793 KENDALL AVE STORM SEWER SCHEDULE 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 SHEET NO. U-15 CITY OF MADISON ORIGINATOR: CITY OF MADISON STREETS DIVISION PLOT SCALE: _ PLOT NAME: _ REV. DATE: _ S-1 10'BS' RT X5 SAS W/ R P-1 S-1 S % 18'' RCP - S-2 10'BS' CL 6X6 CATCHBASIN FP; W/ TWO R ; NOTE (1) P-2 S-2 S % 18 RCP - S-2A 10'BS' RT H INLET FP; LP; W/ R VB P-2A S-2 S-2A % 12" RCP - S-2B 10'BS' RT H INLET W/ R V P-2B S-2A S-2B % 12" RCP - S-2C 10'BS' LT H INLET LP; W/ R VB P-2C S-2 S-2C % 12" RCP - S-3 13'BS' CL 3X3 SAS W/ R P-3 S-3 S % 18'' RCP - S-3A 13'BS' LT H INLET W/ R V P-3A S-3 S-3A % 12" RCP - S-4 16'BS' CL W/ R P-4 S-4 S-4A % 12" RCP - S-4A 16'BS' LT H INLET W/ R V P-4A S-4 S-4B % 12" RCP - S-4B 16'BS' RT H INLET W/ R V P-4B S-4 S-4C % 12" RCP - S-4C 16'BS' RT H INLET W/ R V P-4C S-4C S-4D % 12" RCP - S-4D 15'BS' RT H INLET W/ R V S-5 32'KA' RT X6 CATCHBASIN W/ TWO R ; NOTE (1) * P-5 S-5 S % 18" RCP - * S-5A 32'KA' LT H INLET LP; W/ R VB * P-5A S-5 S-5A % 12" RCP - S-5B 32'KA' RT TERRACE INLET TYPE PER S.D.D B; NOTE (2) P-5B S-5 S-5B % 15" RCP - S-5C 31'KA' LT TAP TAP EX AS P-5C S-5C S % 18" RCP - * S-6 33'KA' RT X3 SAS W/ R * P-6 S-6 S-6A % 15" RCP NCM * S-6A 34'KA' LT X3 SAS W/ R * P-6A S-6A S-6B % 15" RCP * S-6B 35'KA' CL 3X3 SAS W/ R * P-7 S-6B S-7A % 15" RCP - * S-7 35'KA' LT H INLET W/ R V P-7A S-7A S-7B % 12" RCP - * S-7A 35'KA' RT H INLET LP; W/ R VB * P-7B S-6B S % 12" RCP NCM * S-7B 35'KA' RT H INLET W/ R VB P-8 S-7 S % 15" RCP - S-8 36'KA' LT H INLET W/ R V STORM STRUCTURE STRUC. ID NO. STATION LOCATION TYPE NOTES ID NO. STATION LOCATION TYPE NOTES NO. (OFFSET) (OFFSET) * ULO-0 10'BS' RT-3.52 STORM STM PIPE INV = , ELEVATION CONFIRMED-NO CHANGE RS-1 AS 'BS' RT X7 CATCHBASIN - * ULO-1 13'BS' CL GAS NOT COMPLETED DUE TO GAS RELOCATION RS-2 AS 'KA' RT X4 SAS - * ULO-2 16'BS' RT GAS NOT COMPLETED DUE TO GAS RELOCATION * ULO-3 32'KA' LT FO 2.5' x 4' DUCT PACKAGE TOP = , DELETE S-5A & P5A RI-1 IN 'BS' RT DOUBLE H INLET PAID AS REMOVE INLET X 2 * ULO-4 34'KA' RT GAS 2IN PLASTIC; P-6 RELOCATED TOP = RI-2 IN 'BS' LT H INLET - * ULO-5 35'KA' LT FO 2.5' x 3' DUCT PACKAGE TOP = , STORM LOWERED RI-3 IN 'KA' RT H INLET - * ULO-6A 35'KA' LT ELEC 2 IN PLASTIC TOP = , STORM LOWERED RI-4 IN 'KA' RT H INLET - * ULO-6B 35'KA' LT TV 1 IN PLASTIC TOP = , STORM LOWERED RI-5 IN 'KA' RT H INLET - * ULO-7 36'KA' LT GAS 2 IN PLASTIC TOP = , VERTICAL CLEARANCE * ULO-8 31'KA' LT STORM CONFIRMED ELEVATION, STORM PIPE INV = * ULO-9A 35'KA' LT GAS 2 IN PLASTIC TOP = , GAS RELOCATE NEEDED * ULO-9B 35'KA' LT GAS 1 IN PLASTIC TOP = , GAS RELOCATE NEEDED * ULO-9C 35'KA' LT GAS 2 IN PLASTIC TOP = , GAS RELOCATE NEEDED STORM PIPE REMOVALS * ULO-10A 35'KA' RT GAS 1 IN PLASTIC TOP = , STORM LOWERED * ULO-10B 35'KA' RT ELEC 2 IN PLASTIC TOP = , STORM LOWERED * ULO-10C 35'KA' RT TV 1 IN PLASTIC TOP =905.64, STORM LOWERED PIPE REMOVE REMOVE LENGTH PAID SIZE TYPE NOTES REMOVAL NO. FROM TO (FT) (Y/N) STANDARD NOTES: - ABBREVIATIONS: AE = APRON ENDWALL; RCP = REINFORCED CONCRETE PIPE; HERCP = HORIZONTAL ELLIPTICAL REINFORCED RP-1 S-5 RI-3 10 N 12" RCP - CONCRETE PIPE; DNA = DOES NOT APPLY; SAS = SEWER ACCESS STRUCTURE; LP = LOW POINT INLET STRUCTURE; FP = FIELD POURED RP-2 S-5 RI-4 10 N 12" RCP - STRUCTURE; TR = TOP OF CONCRETE ROOF; NCM = NO CROWN MATCH FOR PIPES RP-3 S-5 RI-5 10 N 12" RCP - - APPROXIMATE DISCHARGE E.I. GIVEN, ADJUST E.I. AND PIPE SLOPE IN THE FIELD. RP-4 S-5 S-5C 80 N 15" RCP - - 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 - TOP OF CONCRETE ROOF (TR) IS 1.25' BELOW TOP OF CASTING UNLESS OTHERWISE NOTED. (1) WITH 3FT SUMP BELOW LISTED EI - ALL REINFORCED CONCRETE PIPES TO BE CLASS III UNLESS OTHERWISE NOTED. (2) RECONNECT EXISTING 15" STM PIPE TO WEST; TOP OF CASTING ELEVATION = SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. - 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\KENDALL BLUFF\STORM\DESIGN\STORM SCHEDULE KENDALL_REV 6_16_15.XLS DATE: 06/17/2015 ULO SCHEDULE
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57 ORIGINATOR: CITY OF MADISON STREETS DIVISION REV. DATE: _ PLOT NAME: _ PLOT SCALE: _ STORM SEWER SCHEDULE STRUCTURES ALIGNMENT CODES: 'RR'= RIVA RD *REVISED 5/22/15 JAW PIPES UTILITY REPLACEMENTS WITH RESURFACING PROJECT NO. 53W1793 RIVA RD STORM SEWER SCHEDULE 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 SHEET NO. U-20 CITY OF MADISON S-20 63'RR' LT X4 CATCHBASIN FP; W/ TWO R ; NOTES (1), (2) & (3) P-20 S-20 S % 48"X76" HERCP - S-21 64'RR' LT X4 SAS FP;W/ R ; NOTES (2) & (3) P-21 S-22 S % 48"X76" HERCP - S-22 68'RR' LT X4 SAS FP; W/ R ; NOTES (2) & (3) P-21A S-23 S-23A 10 6 FIELD FIELD FIELD 12" STORM - S-23 69'RR' LT X4 CATCHBASIN FP; W/ TWO R ; NOTES (1), (2) & (3) P-21B S-23 S-23B 10 6 FIELD FIELD FIELD 12" STORM - S-23A 69'RR' LT TAP - FIELD - TAP EX IN P-22 S-24 S % 48"X76" HERCP - S-23B 69'RR' LT TAP - FIELD - TAP EX IN P-23 S-26 S % 48"X76" HERCP - S-24 71'RR' LT X4 CATCHBASIN FP; W/ TWO R ; NOTES (1), (2) & (3) P-24 S-26 S % 24'' RCP - S-25 72'RR' LT X4 SAS FP; W/ R ; NOTES (2) & (3) P-25 S-28 S % 21'' RCP - S-26 74'RR' LT X4 SAS FP; W/ R ; NOTES (2) & (3) S-27 75'RR' LT X4 SAS FP; W/ R ; NOTES (2) & (3) S-28 74'RR' RT X3 SAS FP; W/ R ; NOTES (2) & (3) S-29 75'RR' RT TAP TAP EX CB STORM STRUCTURE REMOVALS STRUC. ID NO. STATION LOCATION TYPE NOTES: NO. (OFFSET) RS-1 MI 'RR' LT CONCRETE COLLAR PIPE MATERIAL CHANGE; NOTE (4) ID NO. STATION LOCATION Top TYPE NOTES RS-2 AS 'RR' LT X7 STRUCTURE - (OFFSET) Elev. RS-3 MI 'RR' LT CONCRETE COLLAR PIPE MATERIAL CHANGE; NOTE (4) ULO SCHEDULE RS-4 AS 'RR' LT X7 STRUCTURE - * ULO-1A 69'RR'+6.00 RT GAS 4" PLASTIC CONFLICT (COORDINATE MGE TO LOWER BELOW ) RS-5 MI 'RR' LT CONCRETE COLLAR PIPE MATERIAL CHANGE; NOTE (4) * ULO-2A 74'RR' RT GAS 3" STEEL CONFLICT (COORDINATE MGE TO RELOCATE) RS-6 AS 'RR' LT X7 STRUCTURE - * ULO-2B 74'RR' RT GAS 2" PLASTIC CONFLICT (COORDINATE MGE TO RELOCATE) RS-7 MI 'RR' LT CONCRETE COLLAR PIPE MATERIAL CHANGE; NOTE (4) RS-8 AS 'RR' LT X7 STRUCTURE - STORM PIPE REMOVALS PIPE REMOVE REMOVE LENGTH PAID SIZE TYPE NOTES REMOVAL NO. FROM TO (FT) (Y/N) RP-1 RS-1 RS-2 97 N 38"X57" CMPA - RP-2 RS-3 RS-4 85 N 38"X57" CMPA - RP-2A RS-4 S-23A 10 N 12" RCP - RP-2B RS-4 S-23B 10 N 12" RCP - RP-3 RS-5 RS-6 79 N 38"X57" CMPA - RP-4 RS-7 RS-8 82 N 38"X57" CMPA - - 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. SPECIFIC NOTES - 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) WITH 3FT SUMP BELOW LISTED EI - SURVEYOR TO CONFIRM THAT ALL INLET STATION / OFFSETS LINE UP WITH PROPOSED CURB AND GUTTER. (2) RECONNECT EXISTING STM PIPE(S) (3) FIELD VERIFY EI (4) INCIDENTAL TO NEW PIPE AND STRUCTURE 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 - 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\RIVA MULBERRY THRUSH\STORM\DESIGN\STORM SCHEDULE RIVA REV DATE: 05/22/2015
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CP #CP218 NAIL SOFT GROUND N= E= ELEV= GUY WIRE. + WV CP #CP175 Old Magnail N= E= ELEV=858.
O R IG IN A T O R : C IT Y OF M A D IS O N, S T R E E T S DIV IS IO N 805 4906 802 813 4910 821 825 DELAWARE LN 1 2 3 EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY
WHITE OAK RIDGE PROJECT NO. 53B2384 D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION CITY OF MADISON
WHITE OAK RIDGE D-1 DETAIL STANDARD NOTES AND TYPICAL SECTION ORIGINATOR:, STREETS DIVISION REV. DATE: PLOT NAME: PLOT SCALE: THE LOCATION AND INFORMATION FOR PROPOSED NEW TREES, IN THE PUBLIC RIGHT OF
INFRASTRUCTURE DESIGN STANDARDS FIGURES SECTION 2 SANITARY SEWER COLLECTION SYSTEMS
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2011 LOCAL STREET IMPROVEMENTS
11 LOCAL STREET IMPROVEMENTS FOR THE MARCH 11 LIST OF DRAWINGS W. MAIN STREET/STH 19 E. MAIN STREET/STH 19/STH 113 DRAWING TITLE NO. TITLE 1 PROJECT OVERVIEW 2 KLEIN DRIVE CONSTRUCTION PHASING PLAN 3 PHASE
SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71
BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
CENTENNIAL PARK EXPANSION
2 working days CITY ELKO EXISTING LEGEND PROPOSED CENTENNIAL PARK EXPANSION SEET LIGHT POWER POLE ELECICAL BOX 1-800-227-2600 AVOID CUTTING UNDERGROUND UTILITIES WATER VALVE GAS VALVE FIRE HYDRANT OWNER/DEVELOPER:
ADDENDUM #1 NWIT Watermain Replacement Program New Westminster, BC
June 20, 207 ADDENDUM # NWIT723 207 Watermain Replacement Program New Westminster, BC This addendum modifies the Invitation to Tender only as noted: INSTRUCTIONS TO TENDERERS PART I 3.0 Submission of Tenders
Steese Rd - Curb & Sidewalk Improvement
REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
DELETE first sentence of first paragraph that reads: REPLACE with the following:
To Bidder of Record: SAN ANTONIO WATER SYSTEM Addendum 2 To Construction Documents For 2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB NO. 12-5001 SAWS SEWER JOB NO. 12-5501 Solicitation
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
BID TABS PROJECT 18-1029 22 nd AVENUE RECONSTRUCTION BID DATE: MAY 9, 2018 Stark Pavement Corp. Lalonde Contractors Cornerstone Pavers LLC Brookfield, WI Waukesha, WI Racine, WI Item Number Roadway Quantity
2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00
1 of 5 2100 F&I 4" ductile iron pipe LF 200 $ 143.00 $28,600.00 2102 F&I 6" ductile iron pipe LF 200 $ 135.00 $27,000.00 2104 F&I 8" ductile iron pipe LF 200 $ 141.00 $28,200.00 2105 F&I 10" ductile iron
San Antonio Water System Standard Specifications for Construction ITEM NO. 834 FIRE HYDRANTS
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BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.
PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
SAN ANTONIO WATER SYSTEM
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