Item ID Description Units Spec Year Specification Obsolete

Size: px
Start display at page:

Download "Item ID Description Units Spec Year Specification Obsolete"

Transcription

1 00010 LABOR TEC 2007 N LABOR TEC 2008 N LABOR TEC 16 N EQUIPMENT TEC 16 N EQUIPMENT TEC 2007 N EQUIPMENT TEC 2008 N MATERIALS TEC 16 N MATERIALS TEC 2007 N MATERIALS TEC 2008 N MOBILIZATION LS N MOBILIZATION LS N MOBILIZATION LS N CONSTRUCTION SURVEYING (CONSTRUCTION) LS N CONSTRUCTION SURVEYING (CONSTRUCTION) LS N CONSTRUCTION SURVEYING (CONSTRUCTION) LS N CONSTRUCTION SURVEYING (MIN.-PLAN) LS N CONSTRUCTION SURVEYING (MIN.-PLAN) LS N CONSTRUCTION SURVEYING (MIN.-PLAN) LS N DESIGN BUILD EA 16 ATTD N DESIGN BUILD EA 2007 ATTD N DESIGN BUILD EA 2008 ATTD N CLEARING AND GRUBBING LS N CLEARING AND GRUBBING LS N CLEARING AND GRUBBING HA N CLEARING AND GRUBBING HA N CLEARING AND GRUBBING ACRE N CLEARING AND GRUBBING ACRE N CLEARING AND GRUBBING UNIT N CLEARING AND GRUBBING UNIT N CLEARING AND GRUBBING UNIT N REGULAR EXCAVATION CY N REGULAR EXCAVATION CU M N REGULAR EXCAVATION CY N ROCK EXCAVATION CY 2007 ATTD N ROCK EXCAVATION CU M 2008 ATTD N ROCK EXCAVATION CY 16 ATTD N GRADING LS 2008 ATTD N GRADING LS 2007 ATTD N GRADING LS N 10/17/ of 313

2 00126 EARTHWORK LS N EARTHWORK LS N EARTHWORK LS N EXTRA EXCAVATION CY N EXTRA EXCAVATION CY 2007 ATTD N EXTRA EXCAVATION CU M 2008 ATTD N BORROW EXCAVATION CY N BORROW EXCAVATION CY N BORROW EXCAVATION CU M N BORROW EXCAVATION MIN. CBR-20 CY N BORROW EXCAVATION MIN. CBR-20 CY N BORROW EXCAVATION MIN. CBR-20 CU M N BORROW EXCAVATION MIN. CBR-30 CU M N BORROW EXCAVATION MIN. CBR-30 CY N BORROW EXCAVATION MIN. CBR-30 CY N DESIGN BUILD STIPEND EA 16 ATTD N DESIGN BUILD STIPEND EA 2007 ATTD N DESIGN BUILD STIPEND (EXTRA) EA 16 ATTD N DESIGN BUILD STIPEND (EXTRA) EA 2007 ATTD N EMBANKMENT CU M N EMBANKMENT CY N EMBANKMENT CY N EMBANKMENT MIN. CBR-20 CY N EMBANKMENT MIN. CBR-20 CU M N EMBANKMENT MIN. CBR-20 CY N EMBANKMENT MIN. CBR-30 CY N EMBANKMENT MIN. CBR-30 CU M N EMBANKMENT MIN. CBR-30 CY N GEOTEXTILE (EMBANKMENT STABILIZATION) SQ M N GEOTEXTILE (EMBANKMENT STABILIZATION) SY N GEOTEXTILE (EMBANKMENT STABILIZATION) SY N SURCHARGE PLACEMENT & REMOVAL CU M N SURCHARGE PLACEMENT & REMOVAL CY N SURCHARGE PLACEMENT & REMOVAL CY N SETTLEMENT PLATE EA N SETTLEMENT PLATE EA N SETTLEMENT PLATE EA N MINOR STRUCTURE EXCAV. PIPE CULVERT CU M N MINOR STRUCTURE EXCAV. PIPE CULVERT CY N 10/17/ of 313

3 00211 MINOR STRUCTURE EXCAV. PIPE CULVERT CY N MINOR STRUCTURE EXCAV. BOX CULVERT CY N MINOR STRUCTURE EXCAV. BOX CULVERT CU M N MINOR STRUCTURE EXCAV. BOX CULVERT CY N SELECT MATL. TY. I MIN. CBR-30 TON N SELECT MATL. TY. I MIN. CBR-30 TON N SELECT MATL. TY. I MIN. CBR-30 MTON N SELECT MATL. TY. I MIN. CBR-30 CY N SELECT MATL. TY. I MIN. CBR-30 CY N SELECT MATL. TY. I MIN. CBR-30 CU M N SELECT MATL. TY. II MIN. CBR-20 CU M N SELECT MATL. TY. II MIN. CBR-20 CY N SELECT MATL. TY. II MIN. CBR-20 CY N SELECT MATL. TY. II MIN. CBR-20 MTON N SELECT MATL. TY. II MIN. CBR-20 TON N SELECT MATL. TY. II MIN. CBR-20 TON N SELECT MATL. TY. II MIN. CBR-30 CY N SELECT MATL. TY. II MIN. CBR-30 CY N SELECT MATL. TY. II MIN. CBR-30 CU M N SELECT MATL. TY. II MIN. CBR-30 MTON N SELECT MATL. TY. II MIN. CBR-30 TON N SELECT MATL. TY. II MIN. CBR-30 TON N SELECT MATL. TY. III MIN. CBR-30 CY N SELECT MATL. TY. III MIN. CBR-30 CY N SELECT MATL. TY. III MIN. CBR-30 CU M N SELECT MATL. TY. III MIN. CBR-30 TON N SELECT MATL. TY. III MIN. CBR-30 TON N SELECT MATL. TY. III MIN. CBR-30 MTON N GEOTEXTILE (SUBGRADE STABILIZATION) SY N GEOTEXTILE (SUBGRADE STABILIZATION) SQ M N GEOTEXTILE (SUBGRADE STABILIZATION) SY N CLASS I BACKFILL MATERIAL TON Y CLASS I BACKFILL MATERIAL TON Y CLASS I BACKFILL MATERIAL MTON Y CLASS I BACKFILL MATERIAL CY Y CLASS I BACKFILL MATERIAL CY Y CLASS I BACKFILL MATERIAL CU M Y CLASS II BACKFILL MATERIAL TON Y CLASS II BACKFILL MATERIAL TON Y 10/17/ of 313

4 00492 CLASS II BACKFILL MATERIAL MTON Y CLASS II BACKFILL MATERIAL CU M Y CLASS II BACKFILL MATERIAL CY Y CLASS II BACKFILL MATERIAL CY Y BEDDING MATL. FINE AGGR. TON N BEDDING MATL. FINE AGGR. TON N BEDDING MATL. FINE AGGR. MTON N BEDDING MATL. FINE AGGR. OR AGGR. NO. 10 TON N BEDDING MATL. FINE AGGR. OR AGGR. NO. 10 TON N BEDDING MATL. FINE AGGR. OR AGGR. NO. 10 MTON N BEDDING MATL. FINE AGGR. OR AGGR. NO. 8 TON N BEDDING MATL. FINE AGGR. OR AGGR. NO. 8 TON N BEDDING MATL. FINE AGGR. OR AGGR. NO. 8 MTON N BEDDING MATL. AGGR. NO. 25 OR 26 TON N BEDDING MATL. AGGR. NO. 25 OR 26 MTON N BEDDING MATL. AGGR. NO. 25 OR 26 TON N PILE, TREATED TIMBER M N PILE, TREATED TIMBER LF N PILE, TREATED TIMBER LF N PILE, UNTREATED TIMBER M N PILE, UNTREATED TIMBER LF N PILE, UNTREATED TIMBER LF N DRIVING TEST TIMBER PILES M N DRIVING TEST TIMBER PILES LF N PILE, STEEL 10" LF N PILE, STEEL 10" LF N PILE, STEEL 250 MM M N DRIVING TEST 10" STEEL PILES LF N DRIVING TEST 250 MM STEEL PILE M N DRIVING TEST 10" STEEL PILES LF N TEMPORARY SHEET PILING SQ M N TEMPORARY SHEET PILING SF N TEMPORARY SHEET PILING SF N SHEET PILE, TIMBER SF N SHEET PILE, TIMBER SQ M N SHEET PILING TREATED TIMBER SF N SHEET PILE, CONCRETE SF N SHEET PILE, CONCRETE SF N SHEET PILE, CONCRETE SQ M N 10/17/ of 313

5 00519 SHEET PILE, STEEL SF N SHEET PILE, STEEL SQ M N SHEET PILE, STEEL SF N CONCRETE CLASS A4 BOX CULVERT CY N CONCRETE CLASS 30 BOX CULVERT CU M N CONCRETE CLASS A4 BOX CULVERT CY N CONCRETE CLASS 20 MISC. CU M N CONCRETE CLASS A3 MISC. CY N CONCRETE CLASS A3 MISC. CY N FLOWABLE BACKFILL CU M 2008 ATTD N FLOWABLE BACKFILL CY 2007 ATTD N FLOWABLE BACKFILL CY N CONCRETE CLASS B2 CY N CONCRETE CLASS B2 CY N CONCRETE CLASS 15 CU M N CONCRETE CLASS 10 CU M N CONCRETE CLASS C1 CY N CONCRETE CLASS C1 CY N WEIR WALL SF 16 ATTD N WEIR WALL SF 2007 ATTD N WEIR WALL SQ M 2008 ATTD N REINF. STEEL KG N REINF. STEEL LB N REINF. STEEL LB N CORROSION RESISTANT REINF. STEEL CL. I LB N CORROSION RESISTANT REINF. STEEL CL. I KG N CORROSION RESISTANT REINF. STEEL CL. I LB N EPOXY COATED REINF. STEEL LB N EPOXY COATED REINF. STEEL LB N EPOXY COATED REINF. STEEL KG N ADHESIVE ANCHORS EA 2008 ATTD N ADHESIVE ANCHORS EA 2007 ATTD N ADHESIVE ANCHORS EA 16 ATTD N STRUCTURAL STEEL JB-1 LB N STRUCTURAL STEEL JB-1 LB N STRUCTURAL STEEL JB-1 KG N ENDWALL PIPE GRATE EW-11 TYPE I M N ENDWALL PIPE GRATE EW-11 TYPE I LF N ENDWALL PIPE GRATE EW-11 TYPE I LF N 10/17/ of 313

6 00572 ENDWALL PIPE GRATE EW-11 TYPE II LF N ENDWALL PIPE GRATE EW-11 TYPE II M N ENDWALL PIPE GRATE EW-11 TYPE II LF N ENDWALL PIPE GRATE EW-11 TYPE III M N ENDWALL PIPE GRATE EW-11 TYPE III LF N ENDWALL PIPE GRATE EW-11 TYPE III LF N ENDWALL GRATE & FRAME EW-11A EA N ENDWALL GRATE & FRAME EW-11A EA N ENDWALL GRATE & FRAME EW-11A EA N UNDERDRAIN UD-1 LF N UNDERDRAIN UD-1 LF N UNDERDRAIN UD-1 M N UNDERDRAIN UD-2 M N UNDERDRAIN UD-2 LF N UNDERDRAIN UD-2 LF N UNDERDRAIN UD-3 LF N UNDERDRAIN UD-3 M N UNDERDRAIN UD-3 LF N UNDERDRAIN UD-4 LF N UNDERDRAIN UD-4 LF N UNDERDRAIN UD-4 M N UNDERDRAIN UD-5, GEOCOMPOSITE M N UNDERDRAIN UD-5, GEOCOMPOSITE LF N UNDERDRAIN UD-5, GEOCOMPOSITE LF N CROSSDRAIN CD-1 LF N COMB. UNDERDRAIN CD-1 LF N COMB. UNDERDRAIN CD-1 M N CROSSDRAIN CD-2 LF N COMB. UNDERDRAIN CD-2 M N COMB. UNDERDRAIN CD-2 LF N CROSSDRAIN CD-1&2 LF N COMB. UNDERDRAIN CD-1&2 LF N COMB. UNDERDRAIN CD-1&2 M N UNDERDRAIN UD-6 LF N UNDERDRAIN UD-6 M N UNDERDRAIN UD-6 LF N OUTLET PIPE M N OUTLET PIPE LF N OUTLET PIPE LF N 10/17/ of 313

7 00596 ENDWALL EW-12 EA N ENDWALL EW-12 EA N ENDWALL EW-12 EA N UNDERDRAIN UD-7 M N UNDERDRAIN UD-7 LF N UNDERDRAIN UD-7 LF N POST INSTALLATION INSPECTION LF Y POST INSTALLATION INSPECTION LF N POST INSTALLATION INSPECTION M N " PIPE LF N MM PIPE M N " PIPE LF N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " PIPE LF N MM PIPE M N " PIPE LF N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 300 MM PIPE M N JACKED & BORED 12" PIPE LF N JACKED & BORED 12" PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N STORM SEWER PIPE 300 MM M N STORM SEWER PIPE 12" LF N STORM SEWER PIPE 12" LF N " PIPE LF N MM PIPE M N " PIPE LF N 10/17/ of 313

8 01151 JACKED & BORED 15" PIPE LF N JACKED & BORED 15" PIPE LF N JACKED & BORED 375 MM PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N MM RADIAL PIPE M N " RADIAL PIPE LF N " RADIAL PIPE LF N STORM SEWER PIPE 15" LF N STORM SEWER PIPE 375 MM M N STORM SEWER PIPE 15" LF N INVERSION PIPE LINER 15" LF 2007 ATTD N INVERSION PIPE LINER 375 MM M 2008 ATTD N INVERSION PIPE LINER 15" LF 16 ATTD N JACKED & BORED 400 MM PIPE M N JACKED 16" PIPE LF Y JACKED 16" PIPE LF Y MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 18" PIPE LF N JACKED & BORED 18" PIPE LF N JACKED & BORED 450 MM PIPE M N " CONC. PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N MM RADIAL PIPE M N " RADIAL PIPE LF N " RADIAL PIPE LF N STORM SEWER PIPE 18" LF N STORM SEWER PIPE 18" LF N STORM SEWER PIPE 450 MM M N INVERSION PIPE LINER 18" LF 16 ATTD N INVERSION PIPE LINER 18" LF 2007 ATTD N INVERSION PIPE LINER 450 MM M 2008 ATTD N " PIPE LF N " PIPE LF N MM PIPE M N 10/17/ of 313

9 01211 JACKED & BORED 525 MM PIPE M N JACKED & BORED 21" PIPE LF N JACKED & BORED 21" PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N STORM SEWER PIPE 21" LF N STORM SEWER PIPE 525 MM M N STORM SEWER PIPE 21" LF N INVERSION PIPE LINER 21" LF 16 ATTD N INVERSION PIPE LINER 21" LF 2007 ATTD N INVERSION PIPE LINER 525 MM M 2008 ATTD N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 600 MM PIPE M N JACKED & BORED 24" PIPE LF N JACKED & BORED 24" PIPE LF N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " RADIAL PIPE LF N MM RADIAL PIPE M N " RADIAL PIPE LF N STORM SEWER PIPE 24" LF N STORM SEWER PIPE 24" LF N STORM SEWER PIPE 600 MM M N INVERSION PIPE LINER 24" LF 16 ATTD N INVERSION PIPE LINER 24" LF 2007 ATTD N INVERSION PIPE LINER 600 MM M 2008 ATTD N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 675 PIPE M N JACKED & BORED 27" PIPE LF N JACKED & BORED 27" PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N 10/17/ of 313

10 " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N STORM SEWER PIPE 27" LF N STORM SEWER PIPE 27" LF N STORM SEWER PIPE 675 MM M N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 30" PIPE LF N JACKED & BORED 750 MM PIPE M N JACKED & BORED 30" PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N STORM SEWER PIPE 30" LF N STORM SEWER PIPE 750 MM M N STORM SEWER PIPE 30" LF N INVERSION PIPE LINER 30" LF 16 ATTD N INVERSION PIPE LINER 30" LF 2007 ATTD N INVERSION PIPE LINER 750 MM M 2008 ATTD N MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 825 MM PIPE M N JACKED & BORED 33" PIPE LF N JACKED & BORED 33" PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N STORM SEWER PIPE 825 MM M N STORM SEWER PIPE 33" LF N STORM SEWER PIPE 33" LF N 10/17/ of 313

11 " PIPE LF N MM PIPE M N " PIPE LF N JACKED & BORED 36" PIPE LF N JACKED & BORED 36" PIPE LF N JACKED & BORED 900 MM PIPE M N " CONC. PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N " RADIAL PIPE LF N STORM SEWER PIPE 36" LF N STORM SEWER PIPE 900 MM M N STORM SEWER PIPE 36" LF N INVERSION PIPE LINER 36" LF 16 ATTD N INVERSION PIPE LINER 900MM M 2008 ATTD N INVERSION PIPE LINER 36" LF 2007 ATTD N MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 42" PIPE LF N JACKED & BORED 1050 MM PIPE M N JACKED & BORED 42" PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N MM RADIAL PIPE M N " RADIAL PIPE LF N " RADIAL PIPE LF N STORM SEWER PIPE 42" LF N STORM SEWER PIPE 1050 MM M N STORM SEWER PIPE 42" LF N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 48" PIPE LF N JACKED & BORED 1200 MM PIPE M N JACKED & BORED 48" PIPE LF N 10/17/ of 313

12 MM CONC. PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N TUNNELED PIPE 1200 MM M N TUNNELED PIPE 48" LF N TUNNELED PIPE 48" LF N STORM SEWER PIPE 48" LF N STORM SEWER PIPE 48" LF N STORM SEWER PIPE 1200 MM M N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 1350 MM PIPE M N JACKED & BORED 54" PIPE LF N JACKED & BORED 54" PIPE LF N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N TUNNELED PIPE 54" LF N TUNNELED PIPE 1350 MM M N TUNNELED PIPE 54" LF N STORM SEWER PIPE 1350 MM M N STORM SEWER PIPE 54" LF N STORM SEWER PIPE 54" LF N MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 1500 MM PIPE M N JACKED & BORED 60" PIPE LF N JACKED & BORED 60" PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N 10/17/ of 313

13 " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N TUNNELED PIPE 60" LF N TUNNELED PIPE 1500 MM M N TUNNELED PIPE 60" LF N STORM SEWER PIPE 60" LF N STORM SEWER PIPE 60" LF N STORM SEWER PIPE 1500 MM M N MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 66" PIPE LF N JACKED & BORED 66" PIPE LF N JACKED & BORED 1650 MM PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " RADIAL PIPE LF N MM RADIAL PIPE M N " RADIAL PIPE LF N TUNNELED PIPE 1650 MM M N TUNNELED PIPE 66" LF N TUNNELED PIPE 66" LF N STORM SEWER PIPE 1650 MM M N STORM SEWER PIPE 66" LF N STORM SEWER PIPE 66" LF N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 72" PIPE LF N JACKED & BORED 72" PIPE LF N JACKED & BORED 1800 MM PIPE M N MM CONC. PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N 10/17/ of 313

14 01725 TUNNELED PIPE 1800 MM M N TUNNELED PIPE 72" LF N TUNNELED PIPE 72" LF N STORM SEWER PIPE 72" LF N STORM SEWER PIPE 72" LF N STORM SEWER PIPE 1800 MM M N " PIPE LF N MM PIPE M N " PIPE LF N JACKED & BORED 78" PIPE LF N JACKED & BORED 78" PIPE LF N JACKED & BORED 1950 MM PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N MM RADIAL PIPE M N " RADIAL PIPE LF N " RADIAL PIPE LF N TUNNELED PIPE 78" LF N TUNNELED PIPE 1950 MM M N TUNNELED PIPE 78" LF N STORM SEWER PIPE 78" LF N STORM SEWER PIPE 1950 MM M N STORM SEWER PIPE 78" LF N MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 84" PIPE LF N JACKED & BORED 84" PIPE LF N JACKED & BORED 2100 MM PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N " RADIAL PIPE LF N " RADIAL PIPE LF N MM RADIAL PIPE M N TUNNELED PIPE 84" LF N TUNNELED PIPE 2100 MM M N TUNNELED PIPE 84" LF N 10/17/ of 313

15 01846 STORM SEWER PIPE 2100 MM M N STORM SEWER PIPE 84" LF N STORM SEWER PIPE 84" LF N MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 90" PIPE LF N JACKED & BORED 2250 MM PIPE M N JACKED & BORED 90" PIPE LF N MM CONC. PIPE M N " CONC. PIPE LF N " CONC. PIPE LF N " RADIAL PIPE LF N " RADIAL PIPE LF N RADIAL PIPE M N TUNNELED PIPE 90" LF N TUNNELED PIPE 90" LF N TUNNELED PIPE 2250 MM M N STORM SEWER PIPE 2250 MM M N STORM SEWER PIPE 90" LF N STORM SEWER PIPE 90" LF N " PIPE LF N MM PIPE M N " PIPE LF N JACKED & BORED 2400 MM PIPE M N JACKED & BORED 96" PIPE LF N JACKED & BORED 96" PIPE LF N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N MM RADIAL PIPE M N " RADIAL PIPE LF N " RADIAL PIPE LF N TUNNELED PIPE 96" LF N TUNNELED PIPE 2400 MM M N TUNNELED PIPE 96" LF N STORM SEWER PIPE 96" LF N STORM SEWER PIPE 2400 MM M N STORM SEWER PIPE 96" LF N 10/17/ of 313

16 MM PIPE M N " PIPE LF N " PIPE LF N JACKED & BORED 2550 MM PIPE M N JACKED & BORED 102" PIPE LF N JACKED & BORED 102" PIPE LF N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N TUNNELED PIPE 102" LF N TUNNELED PIPE 102" LF N TUNNELED PIPE 2550 MM M N STORM SEWER PIPE 102" LF N STORM SEWER PIPE 2550 MM M N STORM SEWER PIPE 102" LF N " PIPE LF N " PIPE LF N MM PIPE M N JACKED & BORED 108" PIPE LF N JACKED & BORED 2700 MM PIPE M N JACKED & BORED 108" PIPE LF N " CONC. PIPE LF N " CONC. PIPE LF N MM CONC. PIPE M N TUNNELED PIPE 108" LF N TUNNELED PIPE 108" LF N TUNNELED PIPE 2700 MM M N STORM SEWER PIPE 108" LF N STORM SEWER PIPE 2700 MM M N STORM SEWER PIPE 108" LF N MM X 365 MM ELLIPTICAL PIPE M N " X 14" ELLIPTICAL PIPE LF N " X 14" ELLIPTICAL PIPE LF N " X 14" ELLIPTICAL CONC. PIPE LF N MM X 365 MM ELLIPTICAL CONC. PIPE M N " X 14" ELLIPTICAL CONC. PIPE LF N MM X 490 MM ELLIPTICAL PIPE M N " X 19" ELLIPTICAL PIPE LF N " X 19" ELLIPTICAL PIPE LF N 10/17/ of 313

17 MM X 490 MM ELLIPTICAL CONC. PIPE M N " X 19" ELLIPTICAL CONC. PIPE LF N " X 19" ELLIPTICAL CONC. PIPE LF N " X 22" ELLIPTICAL PIPE LF N " X 22" ELLIPTICAL PIPE LF N MM X 550 MM ELLIPTICAL PIPE M N " X 22" ELLIPTICAL CONC. PIPE LF N MM X 550 MM ELLIPTICAL CONC. PIPE M N " X 22" ELLIPTICAL CONC. PIPE LF N MM X 610 MM ELLIPTICAL PIPE PIPE M N " X 24" ELLIPTICAL PIPE LF N " X 24" ELLIPTICAL PIPE LF N " X 24" ELLIPTICAL CONC. PIPE LF N MM X 610 MM ELLIPTICAL CONC. PIPE M N " X 24" ELLIPTICAL CONC. PIPE LF N MM X 670 MM ELLIPTICAL PIPE M N " X 27" ELLIPTICAL PIPE LF N " X 27" ELLIPTICAL PIPE LF N " X 27" ELLIPTICAL CONC. PIPE LF N MM X 670 MM ELLIPTICAL CONC. PIPE M N " X 27" ELLIPTICAL CONC. PIPE LF N MM X 730 MM ELLIPTICAL PIPE M N " X 29" ELLIPTICAL PIPE LF N " X 29" ELLIPTICAL PIPE LF N MM X 730 MM ELLIPTICAL CONC. PIPE M N " X 29" ELLIPTICAL CONC. PIPE LF N " X 29" ELLIPTICAL CONC. PIPE LF N MM X 795 MM ELLIPTICAL PIPE M N " X 32" ELLIPTICAL PIPE LF N " X 32" ELLIPTICAL PIPE LF N " X 32" ELLIPTICAL CONC. PIPE LF N " X 32" ELLIPTICAL CONC. PIPE LF N MM X 795 MM ELLIPTICAL CONC. PIPE M N " X 34" ELLIPTICAL PIPE LF N MM X 855 MM ELLIPTICAL PIPE M N " X 34" ELLIPTICAL PIPE LF N MM X 855 MM ELLIPTICAL CONC. PIPE M N " X 34" ELLIPTICAL CONC. PIPE LF N " X 34" ELLIPTICAL CONC. PIPE LF N 10/17/ of 313

18 " X 38" ELLIPTICAL PIPE LF N " X 38" ELLIPTICAL PIPE LF N MM X 975 MM ELLIPTICAL PIPE M N " X 38" ELLIPTICAL CONC. PIPE LF N " X 38" ELLIPTICAL CONC. PIPE LF N MM X 975 MM ELLIPTICAL CONC. PIPE M N MM X 1095 MM ELLIPTICAL PIPE M N " X 43" ELLIPTICAL PIPE LF N " X 43" ELLIPTICAL PIPE LF N " X 43" ELLIPTICAL CONC. PIPE LF N MM X 1095 MM ELLIPTICAL CONC. PIPE M N " X 43" ELLIPTICAL CONC. PIPE LF N MM X 1220 MM ELLIPTICAL PIPE M N " X 48" ELLIPTICAL PIPE LF N " X 48" ELLIPTICAL PIPE LF N MM X 1220 MM ELLIPTICAL CONC. PIPE M N " X 48" ELLIPTICAL CONC. PIPE LF N " X 48" ELLIPTICAL CONC. PIPE LF N " X 53" ELLIPTICAL PIPE LF N " X 53" ELLIPTICAL PIPE LF N MM X 1340 MM ELLIPTICAL PIPE M N MM X 1340 MM ELLIPTICAL CONC. PIPE M N " X 53" ELLIPTICAL CONC. PIPE LF N " X 53" ELLIPTICAL CONC. PIPE LF N MM X 1465 MM ELLIPTICAL PIPE M N " X 58" ELLIPTICAL PIPE LF N " X 58" ELLIPTICAL PIPE LF N " X 58" ELLIPTICAL CONC. PIPE LF N MM X 1465 MM ELLIPTICAL CONC. PIPE M N " X 58" ELLIPTICAL CONC. PIPE LF N " X 63" ELLIPTICAL PIPE LF N " X 63" ELLIPTICAL PIPE LF N MM X 1585 MM ELLIPTICAL PIPE M N MM X 1585 MM ELLIPTICAL CONC. PIPE M N " X 63" ELLIPTICAL CONC. PIPE LF N " X 63" ELLIPTICAL CONC. PIPE LF N " X 68" ELLIPTICAL PIPE LF N MM X 1705 MM ELLIPTICAL PIPE M N " X 68" ELLIPTICAL PIPE LF N 10/17/ of 313

19 " X 68" ELLIPTICAL CONC. PIPE LF N MM X 1705 MM ELLIPTICAL CONC. PIPE M N " X 68" ELLIPTICAL CONC. PIPE LF N " X 45" ELLIPTICAL PIPE LF N MM X 1150 MM ELLIPTICAL PIPE M N " X 45" ELLIPTICAL PIPE LF N " X 45" ELLIPTICAL CONC. PIPE LF N MM X 1150 MM ELLIPTICAL CONC. PIPE M N " X 45" ELLIPTICAL CONC. PIPE LF N " X 49" ELLIPTICAL PIPE LF N " X 49" ELLIPTICAL PIPE LF N MM X 1250 MM ELLIPTICAL PIPE M N MM X 1250 MM ELLIPTICAL CONC. PIPE M N " X 49" ELLIPTICAL CONC. PIPE LF N " X 49" ELLIPTICAL CONC. PIPE LF N " X 53" ELLIPTICAL PIPE LF N MM X 1345 MM ELLIPTICAL PIPE M N " X 53" ELLIPTICAL PIPE LF N " X 53" ELLIPTICAL CONC. PIPE LF N MM X 1345 MM ELLIPTICAL CONC. PIPE M N " X 53" ELLIPTICAL CONC. PIPE LF N " X 60" ELLIPTICAL PIPE LF N MM X 1535 MM ELLIPTICAL PIPE M N " X 60" ELLIPTICAL PIPE LF N " X 60" ELLIPTICAL CONC. PIPE LF N MM X 1535 MM ELLIPTICAL CONC. PIPE M N " X 60" ELLIPTICAL CONC. PIPE LF N " X 68" ELLIPTICAL PIPE LF N MM X 1730 MM ELLIPTICAL PIPE M N " X 68" ELLIPTICAL PIPE LF N MM X 1730 MM ELLIPTICAL CONC. PIPE M N " X 68" ELLIPTICAL CONC. PIPE LF N " X 68" ELLIPTICAL CONC. PIPE LF N MM X 1920 MM ELLIPTICAL PIPE M N " X 76" ELLIPTICAL PIPE LF N " X 76" ELLIPTICAL PIPE LF N " X 76" ELLIPTICAL CONC. PIPE LF N " X 76" ELLIPTICAL CONC. PIPE LF N MM X 1920 MM ELLIPTICAL CONC. PIPE M N 10/17/ of 313

20 MM X 2110 MM ELLIPTICAL PIPE M N " X 83" ELLIPTICAL PIPE LF N " X 83" ELLIPTICAL PIPE LF N " X 83" ELLIPTICAL CONC. PIPE LF N " X 83" ELLIPTICAL CONC. PIPE LF N MM X 2110 MM ELLIPTICAL CONC. PIPE M N " X 91" ELLIPTICAL PIPE LF N " X 91" ELLIPTICAL PIPE LF N MM X 2305 MM ELLIPTICAL PIPE M N " X 91" ELLIPTICAL CONC. PIPE LF N " X 91" ELLIPTICAL CONC. PIPE LF N MM X 2305 MM ELLIPTICAL CONC. PIPE M N " X 98" ELLIPTICAL PIPE LF N MM X 2495 MM ELLIPTICAL PIPE M N " X 98" ELLIPTICAL PIPE LF N " X 98" ELLIPTICAL CONC. PIPE LF N " X 98" ELLIPTICAL CONC. PIPE LF N MM X 2495 MM ELLIPTICAL CONC. PIPE M N MM X 2690 MM ELLIPTICAL PIPE M N " X 106" ELLIPTICAL PIPE LF N " X 106" ELLIPTICAL PIPE LF N MM X 2690 MM ELLIPTICAL CONC. PIPE M N " X 106" ELLIPTICAL CONC. PIPE LF N " X 106" ELLIPTICAL CONC. PIPE LF N MM X 325 MM ARCH PIPE M N " X 13" ARCH PIPE LF N " X 13" ARCH PIPE LF N " X 15" ARCH PIPE LF N MM X 375 MM ARCH PIPE M N " X 15" ARCH PIPE LF N " X 18" ARCH PIPE LF N MM X 450 MM ARCH PIPE M N " X 18" ARCH PIPE LF N MM X 500 MM ARCH PIPE M N " X 20" ARCH PIPE LF N " X 20" ARCH PIPE LF N MM X 550 MM ARCH PIPE M N " X 24" ARCH PIPE LF N " X 24" ARCH PIPE LF N 10/17/ of 313

21 " X 29" ARCH PIPE LF N MM X 600 MM ARCH PIPE M N " X 29" ARCH PIPE LF N MM X 725 MM ARCH PIPE M N " X 33" ARCH PIPE LF N " X 33" ARCH PIPE LF N MM X 825 MM ARCH PIPE M N " X 38" ARCH PIPE LF N " X 38" ARCH PIPE LF N " X 43" ARCH PIPE LF N MM X 950 MM ARCH PIPE M N " X 43" ARCH PIPE LF N " X 47" ARCH PIPE LF N " X 47" ARCH PIPE LF N MM X 1075 MM ARCH PIPE M N " X 52" ARCH PIPE LF N MM X 1300 MM ARCH PIPE M N " X 52" ARCH PIPE LF N " X 57" ARCH PIPE LF N MM X 1425 MM ARCH PIPE M N " X 57" ARCH PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N 10/17/ of 313

22 MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N " STRUCTURAL PLATE PIPE LF N MM STRUCTURAL PLATE PIPE M N " STRUCTURAL PLATE PIPE LF N '1" X 4'7" STRUCT. PLATE ARCH M N '1" X 4'7" STRUCT. PLATE ARCH LF N '1" X 4'7" STRUCT. PLATE ARCH LF N '4" X 4'9" STRUCT. PLATE ARCH M N '4" X 4'9" STRUCT. PLATE ARCH LF N '4" X 4'9" STRUCT. PLATE ARCH LF N '9" X 4'11" STRUCT. PLATE ARCH LF N '9" X 4'11" STRUCT. PLATE ARCH LF N '9" X 4'11" STRUCT. PLATE ARCH M N '0" X 5'1" STRUCT. PLATE ARCH M N '0" X 5'1" STRUCT. PLATE ARCH LF N '0" X 5'1" STRUCT. PLATE ARCH LF N '3" X 5'3" STRUCT. PLATE ARCH LF N '3" X 5'3" STRUCT. PLATE ARCH M N '3" X 5'3" STRUCT. PLATE ARCH LF N '8" X 5'5" STRUCT. PLATE ARCH LF N '8" X 5'5" STRUCT. PLATE ARCH LF N '8" X 5'5" STRUCT. PLATE ARCH M N '11" X 5'7" STRUCT. PLATE ARCH LF N '11" X 5'7" STRUCT. PLATE ARCH LF N '11" X 5'7" STRUCT. PLATE ARCH M N '2" X 5'9" STRUCT. PLATE ARCH LF N '2" X 5'9" STRUCT. PLATE ARCH LF N '2" X 5'9" STRUCT. PLATE ARCH M N 10/17/ of 313

23 '7" X 5'11" STRUCT. PLATE ARCH LF N '7" X 5'11" STRUCT. PLATE ARCH M N '7" X 5'11" STRUCT. PLATE ARCH LF N '10" X 6'1" STRUCT. PLATE ARCH M N '10" X 6'1" STRUCT. PLATE ARCH LF N '10" X 6'1" STRUCT. PLATE ARCH LF N '4" X 6'3" STRUCT. PLATE ARCH LF N '4" X 6'3" STRUCT. PLATE ARCH LF N '4" X 6'3" STRUCT. PLATE ARCH M N '6" X 6'5" STRUCT. PLATE ARCH LF N '6" X 6'5" STRUCT. PLATE ARCH M N '6" X 6'5" STRUCT. PLATE ARCH LF N '9" X 6'7" STRUCT. PLATE ARCH M N '9" X 6'7" STRUCT. PLATE ARCH LF N '9" X 6'7" STRUCT. PLATE ARCH LF N '3" X 6'9" STRUCT. PLATE ARCH LF N '3" X 6'9" STRUCT. PLATE ARCH LF N '3" X 6'9" STRUCT. PLATE ARCH M N '8" X 6'11" STRUCT. PLATE ARCH LF N '8" X 6'11" STRUCT. PLATE ARCH LF N '8" X 6'11" STRUCT. PLATE ARCH M N '11" X 7'1" STRUCT. PLATE ARCH M N '11" X 7'1" STRUCT. PLATE ARCH LF N '11" X 7'1" STRUCT. PLATE ARCH LF N '5" X 7'3" STRUCT. PLATE ARCH LF N '5" X 7'3" STRUCT. PLATE ARCH LF N '5" X 7'3" STRUCT. PLATE ARCH M N '7" X 7'5" STRUCT. PLATE ARCH LF N '7" X 7'5" STRUCT. PLATE ARCH M N '7" X 7'5" STRUCT. PLATE ARCH LF N '10" X 7'7" STRUCT. PLATE ARCH LF N '10" X 7'7" STRUCT. PLATE ARCH LF N '10" X 7'7" STRUCT. PLATE ARCH M N '4" X 7'9" STRUCT. PLATE ARCH LF N '4" X 7'9" STRUCT. PLATE ARCH M N '4" X 7'9" STRUCT. PLATE ARCH LF N '6" X 7'11" STRUCT. PLATE ARCH M N '6" X 7'11" STRUCT. PLATE ARCH LF N '6" X 7'11" STRUCT. PLATE ARCH LF N 10/17/ of 313

24 '8" X 8'11" STRUCT. PLATE ARCH LF N '8" X 8'11" STRUCT. PLATE ARCH M N '8" X 8'11" STRUCT. PLATE ARCH LF N '10" X 8'4" STRUCT. PLATE ARCH M N '10" X 8'4" STRUCT. PLATE ARCH LF N '10" X 8'4" STRUCT. PLATE ARCH LF N '5" X 8'5" STRUCT. PLATE ARCH M N '5" X 8'5" STRUCT. PLATE ARCH LF N '5" X 8'5" STRUCT. PLATE ARCH LF N '11" X 8'7" STRUCT. PLATE ARCH LF N '11" X 8'7" STRUCT. PLATE ARCH M N '11" X 8'7" STRUCT. PLATE ARCH LF N '1" X 8'9" STRUCT. PLATE ARCH M N '1" X 8'9" STRUCT. PLATE ARCH LF N '1" X 8'9" STRUCT. PLATE ARCH LF N '3" X 8'11" STRUCT. PLATE ARCH M N '3" X 8'11" STRUCT. PLATE ARCH LF N '3" X 8'11" STRUCT. PLATE ARCH LF N '10" X 9'1" STRUCT. PLATE ARCH LF N '10" X 9'1" STRUCT. PLATE ARCH LF N '10" X 9'1" STRUCT. PLATE ARCH M N '4" X 9'3" STRUCT. PLATE ARCH M N '4" X 9'3" STRUCT. PLATE ARCH LF N '4" X 9'3" STRUCT. PLATE ARCH LF N '6" X 9'5" STRUCT. PLATE ARCH M N '6" X 9'5" STRUCT. PLATE ARCH LF N '6" X 9'5" STRUCT. PLATE ARCH LF N '8" X 9'7" STRUCT. PLATE ARCH LF N '8" X 9'7" STRUCT. PLATE ARCH LF N '8" X 9'7" STRUCT. PLATE ARCH M N '10" X 9'10" STRUCT. PLATE ARCH M N '10" X 9'10" STRUCT. PLATE ARCH LF N '10" X 9'10" STRUCT. PLATE ARCH LF N '5" X 9'11" STRUCT. PLATE ARCH M N '5" X 9'11" STRUCT. PLATE ARCH LF N '5" X 9'11" STRUCT. PLATE ARCH LF N '7" X 10'1" STRUCT. PLATE ARCH LF N '7" X 10'1" STRUCT. PLATE ARCH LF N '7" X 10'1" STRUCT. PLATE ARCH M N 10/17/ of 313

25 MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N 10/17/ of 313

26 " END SECTION ES-1 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N " END SECTION ES-1 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 OR 2 EA N " END SECTION ES-1 OR 2 EA N MM END SECTION ES-1 EA N " END SECTION ES-1 EA N " END SECTION ES-1 EA N " X 14" END SECTION ES-1A EA N " X 14" END SECTION ES-1A EA N " X 14" END SECTION ES-1A EA N " X 19" END SECTION ES-1A EA N " X 19" END SECTION ES-1A EA N " X 19" END SECTION ES-1A EA N 10/17/ of 313

27 " X 24" END SECTION ES-1A EA N " X 24" END SECTION ES-1A EA N " X 24" END SECTION ES-1A EA N " X 27" END SECTION ES-1A EA N " X 27" END SECTION ES-1A EA N " X 27" END SECTION ES-1A EA N " X 29" END SECTION ES-1A EA N " X 29" END SECTION ES-1A EA N " X 29" END SECTION ES-1A EA N " X 34" END SECTION ES-1A EA N " X 34" END SECTION ES-1A EA N " X 34" END SECTION ES-1A EA N " X 13" END SECTION ES-3 EA N MM X 340 MM END SECTION ES-3 EA N " X 13" END SECTION ES-3 EA N MM X 380 MM END SECTION ES-3 EA N " X 15" END SECTION ES-3 EA N " X 15" END SECTION ES-3 EA N MM X 420 MM END SECTION ES-3 EA N " X 18" END SECTION ES-3 EA N " X 18" END SECTION ES-3 EA N " X 20" END SECTION ES-3 EA N " X 20" END SECTION ES-3 EA N MM X 500 MM END SECTION ES-3 EA N MM X 580 MM END SECTION ES-3 EA N " X 24" END SECTION ES-3 EA N " X 24" END SECTION ES-3 EA N " X 29" END SECTION ES-3 EA N " X 29" END SECTION ES-3 EA N MM X 660 MM END SECTION ES-3 EA N " X 33" END SECTION ES-3 EA N MM X 740 MM END SECTION ES-3 EA N " X 33" END SECTION ES-3 EA N " X 38" END SECTION ES-3 EA N MM X 820 MM END SECTION ES-3 EA N " X 38" END SECTION ES-3 EA N MM X 970 MM END SECTION ES-3 EA N " X 43" END SECTION ES-3 EA N " X 43" END SECTION ES-3 EA N 10/17/ of 313

28 " X 47" END SECTION ES-3 EA N " X 47" END SECTION ES-3 EA N MM X 1120 MM END SECTION ES-3 EA N DROP INLET DI-1 EA N DROP INLET DI-1 EA N DROP INLET DI-1 EA N DROP INLET DI-1A EA N DROP INLET DI-1A EA N DROP INLET DI-1A EA N DROP INLET DI-2A EA N DROP INLET DI-2A EA N DROP INLET DI-2A EA N DROP INLET DI-2AA EA N DROP INLET DI-2AA EA N DROP INLET DI-2AA EA N DROP INLET DI-2B, L= 1.2 M EA N DROP INLET DI-2B,L=4' EA N DROP INLET DI-2B,L=4' EA N DROP INLET DI-2B,L=6' EA N DROP INLET DI-2B,L=6' EA N DROP INLET DI-2B, L= 1.8 M EA N DROP INLET DI-2B,L=8' EA N DROP INLET DI-2B,L=8' EA N DROP INLET DI-2B, L= 2.4 M EA N DROP INLET DI-2B,L=10' EA N DROP INLET DI-2B,L=10' EA N DROP INLET DI-2B, L= 3.0 M EA N DROP INLET DI-2B, L= 3.6 M EA N DROP INLET DI-2B,L=12' EA N DROP INLET DI-2B,L=12' EA N DROP INLET DI-2B, L= 4.2 M EA N DROP INLET DI-2B,L=14' EA N DROP INLET DI-2B,L=14' EA N DROP INLET DI-2B, L= 4.8 M EA N DROP INLET DI-2B,L=16' EA N DROP INLET DI-2B,L=16' EA N DROP INLET DI-2B, L= 5.4 M EA N DROP INLET DI-2B,L=18' EA N DROP INLET DI-2B,L=18' EA N 10/17/ of 313

29 06755 DROP INLET DI-2B, L= 6.0 M EA N DROP INLET DI-2B,L=20' EA N DROP INLET DI-2B,L=20' EA N DROP INLET DI-2BB, L= 1.2 M EA N DROP INLET DI-2BB,L=4' EA N DROP INLET DI-2BB,L=4' EA N DROP INLET DI-2BB, L= 1.8 M EA N DROP INLET DI-2BB,L=6' EA N DROP INLET DI-2BB,L=6' EA N DROP INLET DI-2BB, L= 2.4 M EA N DROP INLET DI-2BB,L=8' EA N DROP INLET DI-2BB,L=8' EA N DROP INLET DI-2BB,L=10' EA N DROP INLET DI-2BB,L=10' EA N DROP INLET DI-2BB, L= 3.0 M EA N DROP INLET DI-2BB, L= 3.6 M EA N DROP INLET DI-2BB,L=12' EA N DROP INLET DI-2BB,L=12' EA N DROP INLET DI-2BB,L=14' EA N DROP INLET DI-2BB, L= 4.2 M EA N DROP INLET DI-2BB,L=14' EA N DROP INLET DI-2BB, L= 4.8 M EA N DROP INLET DI-2BB,L=16' EA N DROP INLET DI-2BB,L=16' EA N DROP INLET DI-2BB,L=18' EA N DROP INLET DI-2BB, L= 5.4 M EA N DROP INLET DI-2BB,L=18' EA N DROP INLET DI-2BB,L=20' EA N DROP INLET DI-2BB,L=20' EA N DROP INLET DI-2BB, L= 6.0 M EA N DROP INLET DI-2C,L=6' EA N DROP INLET DI-2C,L=6' EA N DROP INLET DI-2C, L= 1.8 M EA N DROP INLET DI-2C,L=8' EA N DROP INLET DI-2C, L= 2.4 M EA N DROP INLET DI-2C,L=8' EA N DROP INLET DI-2C,L=10' EA N DROP INLET DI-2C, L= 3.0 M EA N DROP INLET DI-2C,L=10' EA N 10/17/ of 313

30 06768 DROP INLET DI-2C,L=12' EA N DROP INLET DI-2C,L=12' EA N DROP INLET DI-2C, L= 3.6 M EA N DROP INLET DI-2C,L=14' EA N DROP INLET DI-2C,L=14' EA N DROP INLET DI-2C, L= 4.2 M EA N DROP INLET DI-2C,L=16' EA N DROP INLET DI-2C, L= 4.8 M EA N DROP INLET DI-2C,L=16' EA N DROP INLET DI-2C,L=18' EA N DROP INLET DI-2C, L= 5.4 M EA N DROP INLET DI-2C,L=18' EA N DROP INLET DI-2C,L=20' EA N DROP INLET DI-2C, L= 6.0 M EA N DROP INLET DI-2C,L=20' EA N DROP INLET DI-2CC,L=6' EA N DROP INLET DI-2CC, L= 1.8 M EA N DROP INLET DI-2CC,L=6' EA N DROP INLET DI-2CC,L=8' EA N DROP INLET DI-2CC,L=8' EA N DROP INLET DI-2CC, L= 2.4 M EA N DROP INLET DI-2CC, L= 3.0 M EA N DROP INLET DI-2CC,L=10' EA N DROP INLET DI-2CC,L=10' EA N DROP INLET DI-2CC, L= 3.6 M EA N DROP INLET DI-2CC,L=12' EA N DROP INLET DI-2CC,L=12' EA N DROP INLET DI-2CC,L=14' EA N DROP INLET DI-2CC,L=14' EA N DROP INLET DI-2CC, L= 4.2 M EA N DROP INLET DI-2CC, L= 4.8 M EA N DROP INLET DI-2CC,L=16' EA N DROP INLET DI-2CC,L=16' EA N DROP INLET DI-2CC,L=18' EA N DROP INLET DI-2CC,L=18' EA N DROP INLET DI-2CC, L= 5.4 M EA N DROP INLET DI-2CC, L= 6.0 M EA N DROP INLET DI-2CC,L=20' EA N DROP INLET DI-2CC,L=20' EA N 10/17/ of 313

VDOT 2001 Road and Bridge Standards Section 100 - Drainage Items

VDOT 2001 Road and Bridge Standards Section 100 - Drainage Items VDOT 2001 Road and Bridge s Page Title EW-1 EW-1A 101.01 Endwall for Pipe Culverts 12" - 36" Circular and 23" X 14" - 53" X 34" Elliptical Pipes EW-1PC EW-1APC 101.02 Precast Endwall for Pipe Culverts

More information

2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS

2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS 2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS GENERAL 10/16/2008 The listed average unit prices are based on the

More information

FDOT Specifications List

FDOT Specifications List FDOT Specifications List TABLE OF CONTENTS DIVISION II CONSTRUCTION DETAILS CLEARING CONSTRUCTION SITE 110 Clearing and Grubbing... 152 EARTHWORK AND RELATED OPERATIONS 120 Excavation and Embankment...

More information

ADDENDUM NO. 2. Contract Documents for REPLACEMENT OF PHOENIX STREET BRIDGE OVER THE TANKERHOOSEN RIVER VERNON, CONNECTICUT

ADDENDUM NO. 2. Contract Documents for REPLACEMENT OF PHOENIX STREET BRIDGE OVER THE TANKERHOOSEN RIVER VERNON, CONNECTICUT ADDENDUM NO. 2 Contract Documents for REPLACEMENT OF PHOENIX STREET BRIDGE OVER THE TANKERHOOSEN RIVER VERNON, CONNECTICUT Bridge No. 1460008 (existing) Bridge No. 06806 (new) TO ALL BIDDERS: Anchor Engineering

More information

Special Specification 7021 Water Main and Sewer Line Replacements

Special Specification 7021 Water Main and Sewer Line Replacements Special Specification 7021 Water Main and Sewer Line Replacements 1. DESCRIPTION Furnish, install, or replace water pipe, water valves, water meters and boxes, water service connections, fire hydrant assemblies,

More information

SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or

More information

WILDCAT CANYON ROAD SPECIFICATION NO. 16-11001 SLIDE REPAIR BIDDER'S PROPOSAL (continued)

WILDCAT CANYON ROAD SPECIFICATION NO. 16-11001 SLIDE REPAIR BIDDER'S PROPOSAL (continued) BIDDER'S PROPOSAL (continued) Item Estimated No. Description Quantity Unit Unit Cost Total Cost BASE BID 1 Traffic Control 1 LS $ $ 2 Construction Area Signs 1 LS $ $ 3 Excavation Safety 1 LS $ $ 4 Reset

More information

A. Structures Quantity Item Price Cost @ $3,500 EA

A. Structures Quantity Item Price Cost @ $3,500 EA PRINCE WILLIAM COUNTY Department of Development Services Land Development Division UNIT PRICE LIST (Performance Bonds, Landscaping Escrows, and Siltation & Erosion Control Escrows) Revised: November 17,

More information

Figure 3 Pipe Cracking

Figure 3 Pipe Cracking The illustration shown below depicts the system analyzed. As-built drawings and survey information were not available; aerial photos and survey shots of inverts were used to determine the system s geometries.

More information

PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS

PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates

More information

Los Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets

Los Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets Los Angeles County Department Of Public Works Land Development Division Bond Calculation Sheets Effective July 1, 2015 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT DIVISION ROADS COST

More information

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary

More information

Section 402. STORM SEWERS

Section 402. STORM SEWERS 402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide

More information

volume of concrete occupied by the drain pipe in a cast-in-place structure or structure extension.

volume of concrete occupied by the drain pipe in a cast-in-place structure or structure extension. 715.01 430 volume of concrete occupied by the drain pipe in a cast-in-place structure or structure extension. No additional payment will be made for the repair or replacement of existing concrete damaged

More information

Section 600 Incidental Construction

Section 600 Incidental Construction Table of Contents 1. Pipe Culverts... 600-1 A. Endwalls, Inlets, Manholes, and Spring Boxes... 600-5 2. Grade Adjustment of Existing Miscellaneous Structures... 600-8 3. Rebuilt Miscellaneous Structures...

More information

Unit Price Averages Reports

Unit Price Averages Reports Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation

More information

FLORIDA DEPARTMENT OF TRANSPORTATION GUIDELINE FOR

FLORIDA DEPARTMENT OF TRANSPORTATION GUIDELINE FOR FLORIDA DEPARTMENT OF TRANSPORTATION GUIDELINE FOR ESTABLISHING CONSTRUCTION CONTRACT DURATION July 2010 DISCLAIMER: The following documentation as a whole was derived from Federal Highway Administration

More information

The unit costs are based on the trend line of the 3 low bids for the average quantity.

The unit costs are based on the trend line of the 3 low bids for the average quantity. Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally

More information

VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL

VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the North Industrial

More information

STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F

STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS Appendix F RIVERDALE CITY CAPITAL FACILITIES PLAN STORM DRAINAGE Engineer's Cost Estimate January 2009 Project Name: 4400 South Street - Piping and Collection

More information

NOTICE TO CONTRACTORS. CALL ORDER 700 FEDERAL PROJECT NO. STPD-6-2(122) LOCATION: US-34/US-6,CULBERTSON-McCOOK COUNTIES: HITCHCOCK RED WILLOW

NOTICE TO CONTRACTORS. CALL ORDER 700 FEDERAL PROJECT NO. STPD-6-2(122) LOCATION: US-34/US-6,CULBERTSON-McCOOK COUNTIES: HITCHCOCK RED WILLOW NOTICE TO CONTRACTORS CALL ORDER 700 FEDERAL PROJECT NO. STPD-6-2(122) LOCATION: US-34/US-6,CULBERTSON-McCOOK COUNTIES: HITCHCOCK RED WILLOW The Nebraska Department of Roads will receive sealed bids in

More information

SECTION III DRAINAGE

SECTION III DRAINAGE SECTION III DRAINAGE TOC-III.1 of 5 TABLE OF CONTENTS DRAINAGE FACILITIES No. Title D-1 Standard Underdrains D-2 Longitudinal Underdrain for Flexible Paving D-3 Spring Control Method & Detail D-4 Trench

More information

Section 2100-Trenching and Tunneling

Section 2100-Trenching and Tunneling SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial

More information

MONETARY GUARANTY PROCEDURE PACKAGE FREDERICK COUNTY, VIRGINIA

MONETARY GUARANTY PROCEDURE PACKAGE FREDERICK COUNTY, VIRGINIA MONETARY GUARANTY PROCEDURE PACKAGE FREDERICK COUNTY, VIRGINIA Department of Planning and Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601 Phone: (540) 665-5651 Fax: (540) 665-6395

More information

Helen Mercury Mine EE/CA OPINION OF PROBABLE COST

Helen Mercury Mine EE/CA OPINION OF PROBABLE COST G Cost Estimates Helen Mercury Mine EE/CA Alternative 2: Limited Action 3 Minor Road Improvements 4 Clear & Grub diversion channel areas 5 Surveying 6 Cleanup & Demobilization 7 Pull back of material 8

More information

Item No. Description Estimated Unit Total Unit Total Unit Total Unit Total Quantity Price Amount Price Amount Price Amount Price Amount

Item No. Description Estimated Unit Total Unit Total Unit Total Unit Total Quantity Price Amount Price Amount Price Amount Price Amount Engineer's Estimate DiPaolo Company 4350 DiPaolo Center Glenview, IL 60025 Stark Excavating, Inc. 1805 W. Washington Street Bloomington, IL 61701 Rowe Construction 1523 N. Cottage Avenue Bloomington, IL

More information

Storm Sewer Trenchless Upgrade Alternatives and Recommendations

Storm Sewer Trenchless Upgrade Alternatives and Recommendations Storm Sewer Trenchless Upgrade Alternatives and Recommendations Background Approximately 1,930 feet of the 40-inch and 42-inch CMP storm sewer pipe from manhole M22 to manhole M12 will be evaluated for

More information

City of Shelbyville Site Inspection Checklist

City of Shelbyville Site Inspection Checklist City of Shelbyville Site Inspection Checklist General Information Project Name: KYR10 Permit Number: Date: Project Location: Contractor: Conractor Representative: Inspector's Name: Title: Signature : Weather

More information

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/08/15 HIGHWAY: COUNTY: 05/06/2014 05/29/2014 ESTIMATE PERIOD: 00/00/0000 % TIME USED:

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/08/15 HIGHWAY: COUNTY: 05/06/2014 05/29/2014 ESTIMATE PERIOD: 00/00/0000 % TIME USED: 9,557.33 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/08/15 81 CONTRACT ID: 091329046 PROJECT: BR 2012(430) CONTRACT: 05143024 AWARD : $639,216.42 PROJECTED : $643,216.42 ADJ. PROJECTED : $652,773.75

More information

UNIT PRICE LIST (09/30/2012) DIVISION I -EARTHWORK

UNIT PRICE LIST (09/30/2012) DIVISION I -EARTHWORK LIST (09/30/2012) DIVISION I -EARTHWORK 100.1 MOBILIZATION L.S. - 11% 100.2 INSURANCE & BOND L.S. - 3% 101.1 PREPARING RIGHT OF WAY L.S. - 4% 102.1 OBLITERATING ABANDONED STREET ( < 25,000 S.Y.) S.Y. 6

More information

Table 4.9 Storm Drain Inlet Protetion Applicable for

Table 4.9 Storm Drain Inlet Protetion Applicable for BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection

More information

SECTION 02630 STORM DRAINAGE SYSTEM

SECTION 02630 STORM DRAINAGE SYSTEM SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE

More information

SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST

SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard

More information

Developing Critical Path Method Scheduling (CPM)

Developing Critical Path Method Scheduling (CPM) Developing Critical Path Method Scheduling (CPM) Pretest 1. An activity which is on critical path has a planned duration of 5 days. What is the total float for the activity? a. 0 b. 1 c. 2 d. 3 Pretest

More information

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL 7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction

More information

New Road 11.0m Asphalt 23m ROW

New Road 11.0m Asphalt 23m ROW New Road 11.0m Asphalt 23m ROW Granular A - 150 mm sq. m. $5.35 $69.53 Granular B - 300 mm sq. m. $7.35 $95.54 Concrete Curb and Gutter m. $44.67 $89.34 HL3 Asphalt - 40 mm sq. m. $7.66 $84.23 HL 4 or

More information

Stormwater/Wetland Pond Construction Inspection Checklist

Stormwater/Wetland Pond Construction Inspection Checklist : Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials

More information

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains

More information

Section 2 Specification 2.18 Concrete and/or Corrugated Steel Storm Sewer TABLE OF CONTENTS

Section 2 Specification 2.18 Concrete and/or Corrugated Steel Storm Sewer TABLE OF CONTENTS TABLE OF CONTENTS 2.18 CONCRETE AND/OR CORRUGATED STEEL STORM SEWER... 1 2.18.1 GENERAL... 1 2.18.2 MATERIALS... 1 2.18.2.1 Storm Sewer Pipe... 1 2.18.2.2 Cement Mortar... 1 2.18.2.3 Granular Materials...

More information

Nebraska Department of Roads Drainage and Erosion Control Manual December 2011 Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY

Nebraska Department of Roads Drainage and Erosion Control Manual December 2011 Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY Policy: This policy will replace all previous policies regarding the selection of pipe material for cross drains, drive pipe, drop pipe, storm

More information

Legacy Trail Extension Feasibility Study. Preliminary Cost Estimate

Legacy Trail Extension Feasibility Study. Preliminary Cost Estimate Preliminary Cost Estimate February 2015 Category item Unit Unit Cost Quantity Cost Notes Trail Corridor (Combined Trail length ~ 25,800' + Separated Trail length ~ 13,700' = Total Length ~ 39,500' or 7.5

More information

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation 644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING

More information

SECTION 600 INCIDENTAL CONSTRUCTION

SECTION 600 INCIDENTAL CONSTRUCTION 601.1 601.2(a) SECTION 600 INCIDENTAL CONSTRUCTION SECTION 601 PIPE CULVERTS 601.1 DESCRIPTION This work is construction or reconstruction, inspection, and cleaning of pipe culverts; including subsurface

More information

SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix D

SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix D SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS Appendix D RIVERDALE CITY CAPITAL FACILITIES PLAN SANITARY SEWER Engineer's Cost Estimate January 2009 Project Name: Riverdale Road - Rumbi Grill -

More information

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING

More information

Permeable Pavement Construction Guide

Permeable Pavement Construction Guide Permeable Pavement Construction Guide Permeable pavement at Olympic Park, Waitakere Final Construction result What are permeable pavements? Permeable pavements are hard surface paving systems that reduce

More information

Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling

Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling Engineering and Construction Services Division Standard Specifications for Sewers and Watermains TS 415 April 2013 Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation

More information

Geotechnical Building Works (GBW) Submission Requirements

Geotechnical Building Works (GBW) Submission Requirements Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.

More information

No allowance will be made for classification of different types of material encountered.

No allowance will be made for classification of different types of material encountered. PROJECT : Repair/ Maintenance of Flood Control and Drainage Structures Along Butuan City Cagayan de Oro City Iligan City Road LOCATION : San Antonio, Jasaan, Misamis Oriental SUBJECT : General Notes and

More information

Wastewater Capital Projects Management Standard Construction Specification

Wastewater Capital Projects Management Standard Construction Specification CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,

More information

SECTION 7- STORM SEWER

SECTION 7- STORM SEWER SECTION 7- STORM SEWER 7.1. STORM SEWERS.... 7-1 7.2. SUMP DRAINS... 7-3 7.3. CATCH BASINS... 7-3 7.4. MANHOLES... 7-4 7.5. STORM SEWER CALCULATIONS... 7-4 7.6. CULVERTS AND BRIDGES... 7-5 7.7. OPEN CHANNELS...

More information

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11 Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;

More information

LS 2540 SEWER LATERALS AND INSPECTION TEES

LS 2540 SEWER LATERALS AND INSPECTION TEES LS 2540 SEWER LATERALS AND INSPECTION TEES A. Summary B. Submittals C. Site Information D. Sewer Pipe and Fittings E. Lateral Locations F. Lateral Installation G. Inspection Tee Installation H. Removal

More information

Indianapolis Midfield Terminal Thermal Utility Construction

Indianapolis Midfield Terminal Thermal Utility Construction Indianapolis Midfield Terminal Thermal Utility Construction CGCU Background Public Charitable Trust is managed only for the benefit of customers and the community 266,000 customers 3,700 Miles of Gas Distribution

More information

UNIT PRICE LIST January 2009

UNIT PRICE LIST January 2009 UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only

More information

FY08 SEWER POINT REPAIRS BID TABULATION

FY08 SEWER POINT REPAIRS BID TABULATION 6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "

More information

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality

More information

SECTION 701 CULVERT PIPE, ENTRANCE PIPE, STORM SEWER PIPE, AND EQUIVALENTS

SECTION 701 CULVERT PIPE, ENTRANCE PIPE, STORM SEWER PIPE, AND EQUIVALENTS SECTION 701 CULVERT PIPE, ENTRANCE PIPE, STORM SEWER PIPE, AND EQUIVALENTS 701.01 DESCRIPTION. Furnish and install culvert pipe, entrance pipe, and storm sewer pipe. Use units conforming to the dimensions,

More information

Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can

Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can Construction Site Inspection Checklist for OHC000004 By making use of some simple Best Management Practices (BMPs) a construction site operator can do his or her share to protect Ohio's water resources

More information

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant

More information

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL. STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill

More information

550 PIPE CULVERTS, SEWERS AND DRAINS

550 PIPE CULVERTS, SEWERS AND DRAINS 551.01 550 PIPE CULVERTS, SEWERS AND DRAINS 551 GENERAL 551.01 Description 551.02 Materials 551.03 Excavation 551.04 Protection of Excavation 551.05(a) Bedding for Rigid Pipe 551.05(b) Bedding for Non-Rigid

More information

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily

More information

STANDARD SPECIFICATIONS & CONSTRUCTION DETAILS MANUAL SECTION 5 - STORM DRAINAGE. 5.01 Design

STANDARD SPECIFICATIONS & CONSTRUCTION DETAILS MANUAL SECTION 5 - STORM DRAINAGE. 5.01 Design SECTION 5 - STORM DRAINAGE 5.01 Design Storm drainage facilities shall be designed in accordance with the goals and guidelines set forth in the Unified Development Ordinance. The goal shall be to collect

More information

SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT

SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT Note: This guide specification is intended for use in the U.S. It describes construction of permeable interlocking concrete pavers on a permeable,

More information

How To Build A Road In A Townhouse

How To Build A Road In A Townhouse FDOT DBE CERTIFICATION SPECIALTY/ SHEET WITH CAP SIZES Highway, Street, and Bridge Construction SIZE CAP ($ MIL) 237310 Asphalt Roadway $ 22.41 Application of prime and tack coats, leveling surfaces and

More information

SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)

SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) Note: This guide specification for U.S. applications describes construction of permeable interlocking concrete

More information

Demo Existing Curb Demo Existing Asphalt Roadway Demo Asphalt Saw Cutting Protection Fence - 4 Snow Fence with T posts

Demo Existing Curb Demo Existing Asphalt Roadway Demo Asphalt Saw Cutting Protection Fence - 4 Snow Fence with T posts SECTION 00300 BID FORM S For additions and deletions to the Contract, the following unit prices shall be applicable for the specific items listed. Unit Prices shall be complete, in place including required

More information

METHOD OF STATEMENT FOR STATIC LOADING TEST

METHOD OF STATEMENT FOR STATIC LOADING TEST Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents

More information

Fabricated Drainage Products

Fabricated Drainage Products Fabricated Drainage Products Complete Drainage System Inline Drains are used At the beginning of a drain line Add a new water inlet to an existing drain line using a riser pipe and tee HARCO Surface Drainage

More information

FDOT DBE CERTIFICATION NAICS CODE GUIDE WITH CAP SIZES

FDOT DBE CERTIFICATION NAICS CODE GUIDE WITH CAP SIZES NAICS CODE Highway, Street, and Bridge Construction SIZE CAP ($ MIL) 237310 Asphalt Roadway (includes 300, 320, 327, 330, 334, 336, 337, 338) Application of prime and tack coats, leveling surfaces and

More information

Outlet stabilization structure

Outlet stabilization structure Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural

More information

SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING

SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent

More information

CITY OF COOS BAY CITY COUNCIL Agenda Staff Report

CITY OF COOS BAY CITY COUNCIL Agenda Staff Report CITY OF COOS BAY CITY COUNCIL Agenda Staff Report MEETING DATE August 4, 2015 AGENDA ITEM NUMBER TO: Mayor Shoji and City Councilors FROM: Aaron Real, Engineering Technician THROUGH: Jim Hossley, Public

More information

CCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS

CCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection

More information

Division 2 Section 32 14 13.19 Section 02795

Division 2 Section 32 14 13.19 Section 02795 Note: The text must be edited to suit specific project requirements. It should be reviewed by a qualified civil or geotechnical engineer, or landscape architect familiar with the site conditions. Edit

More information

Permeable Pavement Operation & Maintanence Guide

Permeable Pavement Operation & Maintanence Guide Permeable Pavement Operation & Maintanence Guide Permeable pavement at Olympic Park, Waitakere Final Construction result What are permeable pavements? Permeable pavements are hard surface paving systems

More information

LINDEN PARK PH. 11 PROJECT NO. 53B22353 SHEET NO. D-5 DETAIL TYPICAL SECTION CITY OF MADISON SIDEWALK COMPLETION DETAILS ROW VAR. 9"-12" ORIGINATOR: CITY OF MADISON, STREETS DIVISION REV. DATE: PLOT NAME:

More information

Evaluating the Condition of Seawalls/Bulkheads

Evaluating the Condition of Seawalls/Bulkheads Volume 2 Evaluating the Condition of Seawalls/Bulkheads By: Coastal Systems International, Inc. Typical bulkhead under construction Seawalls and bulkheads (walls) provide shoreline stabilization for many

More information

May 29, 2015. The Department of Roads has scheduled a bid letting to be held in this office June 25, 2015 at 1:30 PM

May 29, 2015. The Department of Roads has scheduled a bid letting to be held in this office June 25, 2015 at 1:30 PM May 29, 2015 TO ALL CONCERNED: The Department of Roads has scheduled a bid letting to be held in this office June 25, 2015 at 1:30 PM The Notice to Contractors includes: 1. Website Information 2. Notice

More information

CHAPTER 17: STORM SEWER STANDARDS. 17.00 Introduction. 17.01 Administration. 17.02 Standards 17.1

CHAPTER 17: STORM SEWER STANDARDS. 17.00 Introduction. 17.01 Administration. 17.02 Standards 17.1 CHAPTER 17: STORM SEWER STANDARDS 17.00 Introduction 17.01 Administration 17.02 Standards 17.1 17.00 INTRODUCTION The purpose of this chapter is to provide guidance for the design and construction of storm

More information

Local Road Assessment and Improvement Drainage Manual

Local Road Assessment and Improvement Drainage Manual Local Road Assessment and Improvement Drainage Manual Donald Walker, T.I.C. Director, author Lynn Entine, Entine & Associates, editor Susan Kummer, Artifax, design Transportation Information Center University

More information

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition. Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer

More information

BUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS

BUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS Construction/Maintenance Contracts and Design/Build Low Bid Contracts 1. Districts are responsible for reviewing their work program and identifying contracts that are good candidates for the Business Development

More information

CITY OF EL PASO BID TABULATION FORM

CITY OF EL PASO BID TABULATION FORM CITY OF EL PASO BID TABULATION FORM BID TITLE: Parks Upgrade 2014 BID NO: 2014-394 KAIZEN CONSTRUCTION AG2M, LLC. PRIME IRRIGATION & SERVICE, LLC. LANDSCAPING, INC. BIDDER (1 OF 8) BIDDER (2 OF 8) BIDDER

More information

GEOTECHNICAL DESIGN MANUAL

GEOTECHNICAL DESIGN MANUAL GEOTECHNICAL DESIGN MANUAL CHAPTER 21 GEOTECHNICAL ASPECTS OF PIPE DESIGN AND INSTALLATION NYSDOT Geotechnical Page 21-1 July 18, 2013 (Intentionally left blank) NYSDOT Geotechnical Page 21-2 July 18,

More information

2014 Inlet Rehab Project II Various Locations

2014 Inlet Rehab Project II Various Locations 2014 Inlet Rehab Project II Various Locations in the City of Sioux Falls, South Dakota Bid Request No. 14-1078 Prepared by: Engineering Division 224 West 9 th Street Sioux Falls, SD 57104 TABLE OF CONTENTS

More information

1.0 INDEX TO SHEETS URGENT STORM DAMAGE REPAIR AVON PARK AIR FORCE RANGE LOCATION MAP LEGEND LOCATION MAP

1.0 INDEX TO SHEETS URGENT STORM DAMAGE REPAIR AVON PARK AIR FORCE RANGE LOCATION MAP LEGEND LOCATION MAP 5 INDEX TO SHEETS. NOTES AND TYPICAL SECTIONS. H. R. SMITH RD.CULVERT.3 0/5 END BARRIER ACCESS ROAD REPAIR. KISSIMMEE RD. AT MORGAN HOLE CR. ROAD REPAIR.5 RANGE INFRASTRUCTURE REPAIR N 0 000' 3 0,000'

More information

ROOF DRAINS TABLE OF CONTENTS

ROOF DRAINS TABLE OF CONTENTS Pictorial Index Product Recommendations Roof Drain Selection Factors Sizing Placement Material & Characteristics Pipe Connection Commonly Specified Options Typical Installations TABLE OF CONTENTS ROOF

More information

RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.

RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies. RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.htm#storm Definition: A permanent, erosion-resistant ground cover

More information

8-11 Structural Analysis and Fill Height Tables... 42 8-11.1 Pipe Cover... 43 8-11.2 Shallow Cover Installation... 43 8-11.3 Fill Height Tables...

8-11 Structural Analysis and Fill Height Tables... 42 8-11.1 Pipe Cover... 43 8-11.2 Shallow Cover Installation... 43 8-11.3 Fill Height Tables... Contents Chapter 8 Pipe Classifications and Materials...1 8-1 Classifications of Pipe... 1 8-1.1 Drain Pipe... 2 8-1.2 Underdrain Pipe... 2 8-1.3 Culvert Pipe... 3 8-1.4 Storm Sewer Pipe... 7 8-1.5 Sanitary

More information

Jackson Gulch Outlet Canal Rehabilitation Project

Jackson Gulch Outlet Canal Rehabilitation Project Jackson Gulch Outlet Canal Rehabilitation Project Preliminary Budgetary Estimate for Rehabilitation February 2004 Prepared for the Mancos Water Conservancy District Jackson Gulch Reservoir 42888 County

More information

CHAPTER 850 PHYSICAL STANDARDS

CHAPTER 850 PHYSICAL STANDARDS HIGHWAY DESIGN MANUAL 850-1 CHAPTER 850 PHYSICAL STANDARDS Topic 851 - General Index 851.1 - Introduction This chapter deals with the selection of drainage facility material type and sizes including pipes,

More information

Defra s Water Availability and Quality Evidence Programme. COMPARATVE COSTINGS FOR SURFACE WATER SEWERS & SuDS

Defra s Water Availability and Quality Evidence Programme. COMPARATVE COSTINGS FOR SURFACE WATER SEWERS & SuDS Defra s Water Availability and Quality Evidence Programme COMPARATVE COSTINGS FOR SURFACE WATER SEWERS & SuDS Caledonian Road Housing, Islington, London. R&D Technical Report Produced: February 2011 Author:

More information

Acceptance Codes APPENDIX - A. Acceptance Criteria

Acceptance Codes APPENDIX - A. Acceptance Criteria 1111 Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot (or lots) or batch of material meets the requirement of the specifications under which it is listed.

More information

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing

More information

Bidding and Contract Requirements:

Bidding and Contract Requirements: CITY OF LAREDO, TEXAS WATER UTILITIES DEPARTMENT 24-INCH TRANSMISSION MAIN ADDENDUM 7 June 10, 2016 To Bidder of Record: The following changes, additions, and/or deletions are hereby made a part of the

More information

Pipeline design. concrete for life

Pipeline design. concrete for life Pipeline design concrete for life Pipeline Design Pipeline design - hydraulic Graph showing relative velocity and discharge in a circular pipe for any depth of flow 1.0 0.9 0.8 0.7 Proportional depth of

More information

Ultraviolet (UV) Light Cured Fiberglass Reinforced Cured-In-Place Pipe (CIPP) It is not just for sanitary sewer rehabilitation

Ultraviolet (UV) Light Cured Fiberglass Reinforced Cured-In-Place Pipe (CIPP) It is not just for sanitary sewer rehabilitation Ultraviolet (UV) Light Cured Fiberglass Reinforced Cured-In-Place Pipe (CIPP) It is not just for sanitary sewer rehabilitation Dan Broderick Director of Pipeline Rehabilitation ACHEN-GARDNER ENGINEERING,

More information

CONSTRUCTION COST MODELS

CONSTRUCTION COST MODELS CONSTRUCTION COST MODELS Prepared by: The New England Environmental Finance Center For the Maine Department of Transportation Office of Environmental Planning November 1, 2010 The following are a series

More information