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Last Updated 06/29/2020 05:23 AM
Project Title

The Grading, Drainage, Bridges, Retaining Walls and Paving on I-24 at the Interchanges

Physical Address View project details and contacts
City, State (County) TN   (Hamilton County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

The grading, drainage, bridges, retaining walls and paving on I-24 at the interchanges of U.S. 11 (U.S. 41, U.S. 72, S.R. 2, Broad Street) and S.R. 58 (Market Street) in Chattanooga, including signals and lighting. 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 4,960.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-01.57 Removal Of Structures & Obstructions (Description) (Cb, Mh & Wingwall) (1) Ls 202-01.58 Removal Of Structures & Obstructions (Description) (Pipes) (1) Ls 202-03 Removal Of Rigid Pavement, Sidewalk, Etc. 8,306.000 s.y. 202-03.01 Removal Of Asphalt Pavement 4,738.000 s.y. 203-01 Road & Drainage Excavation (Unclassified) 43,874.000 c.y. 203-01.60 Road & Drainage Excavation (Description) (Foundry Sand) 22,632.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 8,300.000 Ton 203-03 Borrow Excavation (Unclassified) 93,343.000 c.y. 203-06 Water 1,245.000 m.g. 203-07 Furnishing & Spreading Topsoil 7,514.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 54.000 c.y. 209-02.05 12" Temporary Slope Drain 1,681.000 l.f. 209-05 Sediment Removal 1,038.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 2,088.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 19,744.000 l.f. 209-08.07 Rock Check Dam Per 41.000 Each 209-08.08 Enhanced Rock Check Dam 20.000 Each 209-09.01 Sandbags 12.000 Bag 209-09.03 Sediment Filter Bag (15' x 15') 4.000 Each 209-09.41 Curb Inlet Protection (Type 2) 108.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 50.000 s.y. 209-40.30 Catch Basin Protection (Type a) 13.000 Each 209-40.33 Catch Basin Protection (Type d) 43.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 7.000 Each 209-40.42 Catch Basin Filter Assembly(Type 2) 3.000 Each 209-40.46 Catch Basin Filter Assembly(Type 6) 68.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 4.000 Each 303-01 Mineral Aggregate, Type a Base, Grading d 26,760.000 Ton 303-01.01 Granular Backfill (Roadway) 130.000 Ton 303-10.01 Mineral Aggregate (Size 57) 139.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 1,342.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 2,336.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 1,414.000 Ton 313-03 Treated Permeable Base 30,024.000 s.y. 402-01 Bituminous Material For Prime Coat (Pc) 60.030 Ton 402-02 Aggregate For Cover Material (Pc) 215.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 30.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 5,210.000 l.f. 411-02.10 Acs Mix(Pg70-22) Grading d 3,569.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 1.000 l.m. 415-01.01 Cold Planing Bituminous Pavement 3,656.000 Ton 501-01.03 Portland Cement Concrete Pavement (Plain) 10" 28,774.000 s.y. 502-04.01 Sawing Concrete Pavement (Full Depth) 780.000 l.f. 604-07.01 Retaining Wall (Description) (Wall 1) 1,463.000 s.f. 604-07.02 Retaining Wall (Description) (Wall 2) 1,225.000 s.f. 604-07.03 Retaining Wall (Description) (Wall 2a) 442.000 s.f. 604-07.04 Retaining Wall (Description) (Wall 2b) 5,450.000 s.f. 604-07.05 Retaining Wall (Description) (Wall 3) 4,690.000 s.f. 604-07.06 Retaining Wall (Description) (Wall 4) 1,143.000 s.f. 604-07.07 Retaining Wall (Description) (Wall 5) 106.000 s.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 4,940.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,220.000 l.f. 607-05.05 24" Concrete Pipe Culvert(Class Iv)Jackedin-Place 586.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 662.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 22.000 l.f. 610-07.03 18" Pipe Drain (Bridge Drain) 40.000 l.f. 611-01.20 Adjustment Of Existing Manhole 3.000 Each 611-02.10 Junction Box, Type 1 3.000 Each 611-02.11 Junction Box, Type 2 2.000 Each 611-05.01 Trench Drains 103.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 15.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 663.000 Lb. 611-07.59 24in Endwall (Cross Drain) 6:1 3.000 Each 611-09.03 Capping Existing Catchbasin 9.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 20.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 25.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 4.000 Each 611-38.01 Catch Basins, Type 38, 0' - 4' Depth 1.000 Each 611-41.01 Catch Basins, Type 41, 0' - 4' Depth 9.000 Each 611-41.02 Catch Basins, Type 41, > 4' - 8' Depth 9.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 3.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 4.000 Each 611-42.04 Catch Basins, Type 42, > 12' - 16' Depth 1.000 Each 611-45.02 Catch Basins, Type 45, > 4' - 8' Depth 1.000 Each 701-01.01 Concrete Sidewalk (4 ") 36,936.000 s.f. 701-02.03 Concrete Curb Ramp 3,876.000 s.f. 701-03 Concrete Median Pavement 138.000 c.y. 702-01 Concrete Curb 16.000 c.y. 702-03 Concrete Combined Curb & Gutter 535.000 c.y. 703-01 Portland Cement Concrete Ditch Paving 76.000 c.y. 705-06.01 w Beam Gr (Type 2) Mash Tl3 3,863.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl3 5.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 7.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 6.000 Each 705-08.13 Permanent Impact Attenuator Nchrp350 Tl-3 2.000 Each 705-20.25 Temporary Crash Cushion (Mash Tl-3) 20.000 Each 706-01 Guardrail Removed 4,483.000 l.f. 706-10.80 Michigan And Modified Michigan End Shoe 5.000 Each 707-01.11 Chain Link Fence (6 Foot) 5,748.000 l.f. 707-01.12 End & Corner Post Assembly(Chain-Link Fence 6') 44.000 Each 707-01.13 Gate - Chain-Link Fence-6 Foot (Description) (6 Ft Width) 2.000 Each 707-01.14 Gate - Chain-Link Fence-6 Foot (Description) (12 Ft Width) 4.000 Each 707-06.01 Removal Of Fence (Description) (6' Chain Link) 7,291.000 l.f. 707-06.02 Removal Of Gate (Description) (Chain Link Fence 6') 6.000 Each 707-08.11 High-Visibility Construction Fence 2,000.000 l.f. 707-11.01 Pedestrian Construction Barrier Fence 345.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 13.000 Each 709-01.01 Rubble Stone Rip-Rap 3.000 c.y. 709-05.05 Machined Rip-Rap (Class a-3) 778.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 459.000 Ton 709-05.08 Machined Rip-Rap (Class b) 343.000 Ton 710-02 Aggregate Underdrains (With Pipe) 10,053.000 l.f. 710-05 Lateral Underdrain 1,100.000 l.f. 710-06.12 Lateral Underdrain Endwall (3:1) 15.000 Each 710-06.13 Lateral Underdrain Endwall (4:1) 3.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 17.000 Each 710-09.13 Settlement Plates 4.000 Each 711-05.70 32in Single Slope Concrete Barrier Wall 3,962.000 l.f. 711-05.71 51in Single Slope Concrete Barrier Wall 210.000 l.f. 711-05.72 Single Slope Half Concrete Barrier Wall 1,301.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 15,545.000 l.f. 712-04.01 Flexible Drums (Channelizing) 100.000 Each 712-04.10 Temporary Flexible Tubular Delineator 32.000 Each 712-05.01 Warning Lights (Type a) 18.000 Each 712-06 Signs (Construction) 1,573.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 727.000 l.f. 712-08.03 Arrow Board (Type c) 8.000 Each 712-08.10 Mobile Message Sign Unit w/Attenuator 3,000.000 Hour 712-09.02 Removable Pavement Marking (8" Barrier Line) 1,075.000 l.f. 712-09.03 Removable Pavement Marking(Channelizing Striping) 16.000 s.y. 712-09.08 Removable Pavement Marking (6" Line) 4,190.000 l.f. 712-12.10 Temporary Curb w/Flexible Delineator 4,550.000 l.f. 713-01.01 Class a Concrete (Foundation For Sign Supports) 3.000 c.y. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 902.000 Lb. 713-02.26 Concrete Barrier/Parapet Delineator 120.000 Each 713-02.40 Median Barrier Milepost 3.000 Each 713-06 Steel i-Beams & Wf-Beams(Breakaway) Sign Support 2,226.000 Lb. 713-09.01 Steel Overhead Sign Structure (Span) (Span 60'-0") 1.000 Each 713-09.02 Steel Overhead Sign Structure (Span) (Span 95'-0") 1.000 Each 713-09.03 Steel Overhead Sign Structure (Span) (Span 77'-2") 1.000 Each 713-09.04 Steel Overhead Sign Structure (Span) (Span 76'-6") 1.000 Each 713-09.05 Steel Overhead Sign Structure (Span) (Span 74'-0") 1.000 Each 713-09.06 Steel Overhead Sign Structure (Span) (Span 52'-1") 1.000 Each 713-09.07 Steel Overhead Sign Structure (Span) (Span 44'-0") 1.000 Each 713-09.08 Steel Overhead Sign Structure (Span) (Span 44'-0") 1.000 Each 713-09.09 Steel Overhead Sign Structure (Span) (Span 80'-0") 1.000 Each 713-09.10 Steel Overhead Sign Structure (Span) (Span 64'-0") 1.000 Each 713-11.02 Perforated/Knockout Square Tube Post 4,478.000 Lb. 713-11.21 p Post Slip Base 11.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 233.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 434.000 s.f. 713-14 Extruded Aluminum Panel Signs 4,051.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.35 Metal Barricade (Type Iii) 2.000 Each 713-15.36 Remove Sign, Support & Footing 8.000 Each 713-16.01 Changeable Message Sign Unit 8.000 Each 713-16.07 End Of Roadway Sign And Support 2.000 Each 713-17.02 Install Auxiliary Support For Exit Number Panel 14.000 Each 714-01 Structural Lighting (1) Ls 714-01.65 Exterior Lighting Complete (Remove & Reinstall Tennessee Riverwalk Lighting) (1) Ls 714-03.01 Direct Burial Conduit (2" Pvc, Schedule 40) 6,961.000 l.f. 714-03.03 Direct Burial Conduit (Description) (2" Pvc, Schedule 80) 1,272.000 l.f. 714-04.03 Conduit (Description) (2" Pvc, Jacked Or Bored) 1,007.000 l.f. 714-05.03 Pull Boxes (Type b) 52.000 Each 714-05.45 Remove & Relocate Utility Pole (1) Ls 714-06.05 Cable (1/c # 6 Awg) 3,268.000 l.f. 714-06.06 Cable (1/c # 4 Awg) 15,254.000 l.f. 714-06.07 Cable (1/c # 2 Awg) 5,450.000 l.f. 714-06.08 Cable (Description) (#4 Awg Ground Wire Insulated Solid Copper) 4,920.000 l.f. 714-06.09 Cable (Description) (#6 Awg Ground Wire Insulated Solid Copper) 9,580.000 l.f. 714-08.06 Light Standards (Steel) 19.000 Each 714-08.09 Light Standards (Description) (High-Mast, 100 Ft) 3.000 Each 714-08.10 Light Standards (Description) (Steel Lighting Pole Bridge Mounted) 1.000 Each 714-08.11 Light Standards (Description) (Steel Lighting Pole Wall Mounted) 3.000 Each 714-08.20 Foundation (Only) For Light Standard 19.000 Each 714-08.34 Removal Of Light Standard 20.000 Each 714-08.46 Foundation (Only) For High Mast Light Standard 3.000 Each 714-09.09 Luminaires (Description) (210 Watt Led) 24.000 Each 714-09.10 Luminaires (Description) (252 Watt Led - High Mast) 24.000 Each 714-09.11 Luminaires (Description) (376 Watt Led) 5.000 Each 714-09.12 Luminaires (Description) (39 Watt Led - Underpass) 4.000 Each 714-12.01 Control Center (No. 1) (1) Ls 714-12.02 Control Center (No. 2) (1) Ls 714-25 Electrical Connection 2.000 Each 716-01.06 Temporary Raised Pavement Marker,White 1,337.000 Each 716-01.07 Temporary Raised Pavement Marker,Yellow 612.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 21.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 88.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 407.000 Each 716-02.03 Plastic Pavement Marking (Cross-Walk) 877.000 l.f. 716-02.04 Plastic Pavement Marking(Channelization Striping) 104.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 453.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 31.000 Each 716-02.07 Plastic Pavement Marking (24" Barrier Line) 408.000 l.f. 716-02.11 Plastic Pavement Marking (6" Dotted Line) 2,763.000 l.f. 716-03.01 Plastic Word Pavement Marking (Only) 14.000 Each 716-04.13 Plastic Pavement Marking (Bikelane Symbol & Arrow) 12.000 Each 716-04.15 Plastic Pavement Marking-Bike Symbol/Arrow Shared 1.000 Each 716-05.02 Painted Pavement Marking (8" Barrier Line) 45,044.000 l.f. 716-05.04 Painted Pavement Marking (Channelization Striping) 57.000 s.y. 716-05.05 Painted Pavement Marking (Stop Line) 236.000 l.f. 716-05.20 Painted Pavement Marking (6" Line) 3.000 l.m. 716-05.22 Painted Pavement Marking (Longitudinal Cross-Walk) 76.000 l.f. 716-08.01 Removal Of Pavement Marking (Line) 41,460.000 l.f. 716-08.04 Removal Of Pavement Marking (Channelization Striping) 309.000 s.y. 716-08.32 Hydroblast Removal Of Pavement Marking (Description) (Line) 32,180.000 l.f 716-08.34 Hydroblast Removal Of Pavement Marking (Description) (Channelization) 410.000 s.y. 716-12.01 Enhanced Flatline Thermo Pvmt Mrkng (4in Line) 0.250 l.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 8.000 l.m. 716-12.03 Enhanced Flatline Thermo Pvmt Mrkng (8in Barrier Line) 4,437.000 l.f. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 2,330.000 l.f. 717-01 Mobilization (1) Ls 725-20.43 Pull Box (Type c) 2.000 Each 725-20.44 Pull Box (Type d) 24.000 Each 725-20.45 Pull Box (Type e) 8.000 Each 725-20.54 Cable (1/c #8 Awg.) 102.000 l.f. 725-20.56 Cable (1/c #4 Awg.) 120.000 l.f. 725-20.71 Electrical Connection (1) Ls 725-20.96 Cctv Camera System Remove And Relocate 1.000 Each 725-21.43 Demarcation Site (Overhead Power) 1.000 Each 725-22.22 Conduit Bank (Type 2) 99.000 l.f. 725-22.24 Conduit Bank (Type 4) 6,831.000 l.f. 725-22.34 Conduit Bank Bored (Type 4) 1,343.000 l.f. 725-23.01 Its Cable Marker 34.000 Each 725-23.12 Fiber Optic Cable (48 f) 9,912.000 l.f. 725-23.21 Fiber Optic Drop Cable (12 f) 551.000 l.f. 725-23.26 Fiber Optic Closure (12 f) 1.000 Each 725-23.27 Fiber Optic Closure (Description) (48 f) 1.000 Each 725-23.28 Fiber Optic Splice Fusion 5.000 Each 725-23.31 Fiber Optic Drop Panel ( 12 f ) 2.000 Each 725-24.41 Burn-In Period (1) Ls 725-24.51 System Integration (1) Ls 725-24.55 As-Built Plans (1) Ls 30-02.08 Signal Head Assembly (130 Pole Mounted) 3.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 17.000 Each 730-02.30 Signal Head Assembly (Description) (130 a3 With Backplate) 3.000 Each 730-02.31 Signal Head Assembly (Description) (140 a1 With Backplate) 3.000 Each 730-03.21 Install Pull Box (Type b) 21.000 Each 730-03.23 Install Pull Box (Fiber Optic-Type a) 5.000 Each 730-03.24 Install Pull Box (Fiber Optic-Type b) 3.000 Each 730-05.01 Electrical Service Connection 3.000 Each 730-08.01 Signal Cable - 3 Conductor 2,085.000 l.f. 730-08.02 Signal Cable - 5 Conductor 2,930.000 l.f. 730-08.03 Signal Cable - 7 Conductor 3,100.000 l.f. 730-08.40 Interconnect Cable - Fiber Optic (Description) (24 Single Mode) 1,900.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 1,975.000 l.f. 730-12.03 Conduit 3" Diameter (Pvc) 260.000 l.f. 730-12.08 Conduit 2" Diameter (Rgs) 670.000 l.f. 730-12.09 Conduit 3" Diameter (Rgs) 570.000 l.f. 730-13.02 Vehicle Detector (Video) 3.000 Each 730-13.07 Vehicle Detector (Siren Activated Priority Control) 9.000 Each 730-15.32 Cabinet (Eight Phase Base Mounted) 3.000 Each 730-16.02 Eight Phase Actuated Controller 3.000 Each 730-23.30 Pedestal Pole (Description) (10 Feet) 12.000 Each 730-23.31 Pedestal Pole (Description) (16 Feet) 3.000 Each 730-23.36 Cantilever Signal Support (Description) (2 @ 64' & 53') 1.000 Each 730-23.37 Cantilever Signal Support (Description) (2 @ 40' & 52') 1.000 Each 730-23.38 Cantilever Signal Support (Description) (2 @ 62' & 58') 1.000 Each 730-23.39 Cantilever Signal Support (Description) (1 Arm @ 57') 1.000 Each 730-23.88 Cantilever Signal Support (1 Arm @ 45') 1.000 Each 730-23.96 Cantilever Signal Support (Description) (1 Arm @ 78') 1.000 Each 730-26.05 Countdown Pedestrian Signal 4.000 Each 730-26.11 Countdown Ped Sgnl Head w/Audible Push Button & 15in Sign 18.000 Each 730-40 Temporary Traffic Signal System 3.000 Each 740-06.01 Geomembrane 986.000 s.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 2,562.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 1,560.000 s.y. 740-11.03 Temporary Sediment Tube 18in 60.000 l.f. 740-11.04 Temporary Sediment Tube 20in 18,822.000 l.f. 740-11.06 Temporary Sediment Tube Check Dam 28.000 Each 793-16.21 Adjust Manhole Lid 12.000 Each 795-51.01 Bollard 8.000 Each 801-01 Seeding (With Mulch) 22.000 Unit 801-01.07 Temporary Seeding (With Mulch) 603.000 Unit 801-03 Water (Seeding & Sodding) 698.000 m.g. 801-06.10 Shredded Hardwood Mulch(Landscaping) 11,042.000 c.y. 803-01 Sodding (New Sod) 63,978.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 21,700.000 s.y. 202-04.02 Removal Of Structures (Description, Sta.) (Br. Loc. No. 33-i24-7.60) (1) Ls 204-02.01 Dry Excavation (Bridges) 1,974.000 c.y. 303-01.02 Granular Backfill (Bridges) 2,115.000 Ton 604-02.03 Epoxy Coated Reinforcing Steel 235,866.000 Lb. 604-03.01 Class a Concrete (Bridges) 1,117.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 113,548.000 Lb. 604-03.04 Pavement @ Bridge Ends 489.000 s.y. 604-03.32 Class Ds Concrete 457.000 c.y 604-04.01 Applied Texture Finish (New Structures) 3,021.000 s.y. 604-04.41 Three Star State Emblem 10.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 1,735.000 s.y. 606-03.03 Steel Piles (12 Inch) 3,443.000 l.f. 606-03.06 Pile Tips (Steel Piles, 12 Inch) 87.000 Each 606-04.03 Steel Piles (14 Inch) 5,212.000 l.f. 606-04.06 Pile Tips (Steel Piles, 14 Inch) 41.000 Each 615-01.03 Prestressed Concrete i-Beam (Type Iii) 958.000 l.f. 615-01.11 Prestressed Concrete Bulb Tee Beam (6" Web)(Bt-63) 830.000 l.f. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 889.000 l.f. 707-07.01 Chain-Link Fence (Bridges) 1,509.000 s.f. 709-04 Reinforced Concrete Slope Pavement 26.000 c.y. 710-09.01 6" Perforated Pipe With Vertical Drain System 317.000 l.f. 710-09.02 6" Pipe Underdrain 131.000 l.f

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Retaining Walls.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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