SAM HOUSTON TOLLWAY AT FAIRBANKS N. HOUSTON

Size: px
Start display at page:

Download "SAM HOUSTON TOLLWAY AT FAIRBANKS N. HOUSTON"

Transcription

1 SAM HOUSTON TOLLWAY AT FAIRBANKS N. HOUSTON WATER DISTRIBUTION LINE EXTENSION 1. 8-Inch C-900, PVC Water Line (open cut) 10 LF $23.30 $ $18.30 $ $30.00 $ Inch C-900, PVC Restrained Joint Water Line (including restrained joint fittings) 40 LF $51.00 $2, $51.00 $2, $50.00 $2, Inch C-900, PVC Water Line in 16-Inch Steel Water Line Casing; Including Centralizers at 5-Foot Spacing and End Seals (water line pipe only) Inch A-36, Black Carbon Welded Steel Water Line Casing (bore and jack; including all required and necessary bore pits - casing pipe only; all depths) 390 LF $16.50 $6, $38.50 $15, $50.00 $19, LF $ $93, $ $96, $ $149, Inch Gate Valve with Box 2 EA $ $1, $ $1, $ $1, Inch Plug and Clamp 1 EA $ $ $ $ $ $ Inch Blow-Off Valve with Box 1 EA $ $ $ $ $ $ Inch Wet Connection 1 EA $ $ $ $ $ $ Remove and Dispose of Existing 8-Inch Plug and Clamp and 2-Inch Blow-Off Valve Assembly 1 EA $78.00 $78.00 $ $ $60.00 $ Remove and Dispose of Existing 8-Inch Water Line 15 LF $15.00 $ $32.00 $ $6.00 $ Ductile Iron Fittings 1 LS $1, $1, $ $ $1, $1, Trench Safety 50 LF $0.10 $5.00 $2.35 $ $0.05 $2.50 TOTAL WATER DISTRIBUTION LINE EXTENSION: $107, $117, $174, STORM WATER POLLUTION PREVENTION PLAN 1. Reinforced Filter Fabric Fence with Steel Fence Posts and 2-Inch x 4-Inch, 12-Gauge Galvanized Welded Wire Mesh (installation and maintenance) 350 LF $1.10 $ $2.10 $ $1.30 $ Stabilized Construction Exit(s) 1 EA $1, $1, $1, $1, $2, $2, Storm Sewer Inlet Protection (existing storm sewer inlets) 2 EA $53.80 $ $26.25 $52.50 $40.00 $80.00 Page 1 of 9

2 4. Storm Water Pollution Prevention Plan Compliance (including SWPPP implementation, performing project site inspections, completing inspection reports, filing notices, posting permits, certificates and notices, installation of new control measures, maintenance of existing control measures, etc.) 1 LS $ $ $1, $1, $ $ TOTAL STORM WATER POLLUTION PREVENTION PLAN: $2, $3, $3, BID SUMMARY 1. Water Distribution Line Extension $107, $117, $174, Storm Water Pollution Prevention Plan $2, $3, $3, One-Time Only Construction Staking Services $2, $2, $2, (minimum bid $2,250.00) TOTAL AMOUNT BID SAM HOUSTON TOLLWAY: $112, $123, $180, RACEPARK OFFICE WAREHOUSE WATER DISTRIBUTION LINE EXTENSION 1. Clear Water Line Easements as Required for Water Line Construction (only as directed and as authorized by the Engineer) 1 LS $ $ $2, $2, $2, $2, Inch C-900, PVC Water Line (open cut) 1,217 LF $12.90 $15, $15.95 $19, $19.10 $23, Inch C-900, PVC Fire Hydrant Lead 23 LF $14.80 $ $20.10 $ $15.00 $ Inch Gate Valve with Box 3 EA $ $2, $ $1, $ $2, Inch Gate Valve with Box 5 EA $ $2, $ $2, $ $2, Fire Hydrant 5 EA $1, $8, $1, $7, $1, $8, Inch Plug and Clamp 1 EA $ $ $92.00 $92.00 $ $ Inch Blow-Off Valve with Box 1 EA $ $ $ $ $ $ Inch Wet Connection 1 EA $ $ $ $ $ $ Page 2 of 9

3 10. Remove and Dispose of Existing 8-Inch Plug and Clamp and 2-Inch Blow-Off Valve Assembly 1 EA $80.00 $80.00 $ $ $60.00 $ Ductile Iron Fittings 1 LS $1, $1, $ $ $ $ Trench Safety 1,240 LF $0.10 $ $2.35 $2, $0.05 $62.00 TOTAL WATER DISTRIBUTION LINE EXTENSION: $32, $38, $40, SANITARY SEWER EXTENSION 1. Clear Sanitary Sewer Utility Easements as Required for Sanitary Sewer Construction (only as directed and as authorized by the Engineer) 1 LS $ $ $5, $5, $2, $2, Inch SDR-26, PVC Sanitary Sewer (all depths) 1,032 LF $25.60 $26, $16.35 $16, $26.40 $27, Standard City of Houston 4-Foot Diameter Sanitary Sewer Manhole 6 EA $1, $6, $1, $6, $1, $7, Extra Depth for Manhole (over 8-foot deep) 11 VF $90.00 $ $95.55 $1, $75.00 $ Remove and Dispose of Existing 8-Inch SDR-26, PVC Sanitary Sewer Stub and Plug and Connect Proposed 8-Inch SDR-26, PVC Sanitary Sewer Pipe to Existing 8-Inch SDR-26, PVC Sanitary Sewer Pipe and Drop Connection 1 EA $ $ $ $ $ $ Trench Safety 1,032 LF $0.25 $ $2.35 $2, $0.05 $51.60 TOTAL SANITARY SEWER EXTENSION: $35, $33, $38, SUPPLEMENTAL BID ITEMS 1. Well Point De-Watering for Sanitary Sewer Construction (only as directed by the Engineer) 2. Crushed Stone Foundation with Filter Fabric Wrap as per City of Houston Detail No (only as directed by the Engineer) 3. Crushed Stone Foundation and Embedment with Filter Fabric Wrap as per City of Houston Detail No (only as directed by the Engineer) 1 LF $28.00 $28.00 $35.00 $35.00 $50.00 $ LF $14.50 $14.50 $20.00 $20.00 $15.00 $ LF $17.00 $17.00 $20.00 $20.00 $25.00 $25.00 Page 3 of 9

4 STORM WATER POLLUTION PREVENTION PLAN 1. Reinforced Filter Fabric Fence with Steel Fence Posts and 2-Inch x 4-Inch, 12-Gauge Galvanized Welded Wire Mesh (installation and maintenance) 2,350 LF $1.10 $2, $2.10 $4, $1.30 $3, Stabilized Construction Exit(s) 1 EA $1, $1, $1, $1, $2, $2, Storm Sewer Inlet Protection (existing storm sewer inlets) 4 EA $55.00 $ $26.25 $ $40.00 $ Storm Water Pollution Prevention Plan Compliance (including SWPPP implementation, performing project site inspections, completing inspection reports, filing notices, posting permits, certificates and notices, installation of new control measures, maintenance of existing control measures, etc.) 1 LS $ $ $ $ $ $ TOTAL STORM WATER POLLUTION PREVENTION PLAN: $5, $6, $6, BID SUMMARY 1. Water Distribution Line Extension $32, $38, $40, Sanitary Sewer Extension $35, $33, $38, Storm Water Pollution Prevention Plan $5, $6, $6, One-Time Only Construction Staking Services $4, $4, $4, (minimum bid $4,950.00) $3, $3, $3, As-Built Survey and Record Drawing Preparation (minimum bid $3,550.00) TOTAL AMOUNT BID RACEPARK OFFICE WAREHOUSE: $81, $86, $93, SIKH NATIONAL CENTER OFF-SITE WATER DISTRIBUTION LINE EXTENSION 1. Clear Off-Site Water Line Easements as Required for Water Line Construction (only as directed and as authorized by the Engineer) 1 LS $ $ $13, $13, $2, $2, Inch C-900, PVC Water Line (open cut) 967 LF $13.70 $13, $15.95 $15, $19.10 $18, Page 4 of 9

5 3. 8-Inch Ductile Iron Water Line 115 LF $46.20 $5, $30.20 $3, $60.00 $6, Inch C-900, PVC Restrained Joint Water Line (including restrained joint fittings; open cut) 5 LF $70.00 $ $ $1, $46.00 $ Inch C-900, PVC Fire Hydrant Lead 20 LF $14.20 $ $15.40 $ $15.00 $ Inch Gate Valve with Box 1 EA $ $ $ $ $ $ Inch Gate Valve with Box 2 EA $ $ $ $ $ $ Fire Hydrant 2 EA $1, $3, $1, $3, $1, $3, Inch Wet Connection 1 EA $ $ $ $ $ $ Remove and Dispose of Existing 8-Inch Plug and Clamp and 2-Inch Blow-Off Valve Assembly 1 EA $80.00 $80.00 $ $ $60.00 $ Ductile Iron Fittings 1 LS $1, $1, $ $ $ $ Trench Safety 1,107 LF $0.10 $ $2.35 $2, $0.05 $55.35 TOTAL WATER DISTRIBUTION LINE EXTENSION: $26, $42, $34, SANITARY SEWER AND FORCE MAIN 1. Clear Sanitary Sewer and Force Main Utility Easements as Required for Sanitary Sewer and Force Main Construction (only as directed and as authorized by the Engineer) 1 LS $2, $2, $13, $13, $2, $2, Inch SDR-26, PVC Sanitary Sewer (all depths) 1,147 LF $25.00 $28, $17.10 $19, $26.40 $30, Inch Ductile Iron Sanitary Sewer 27 LF $70.50 $1, $50.25 $1, $90.00 $2, Inch C-900, PVC Sanitary Sewer Force Main (open cut) 243 LF $14.70 $3, $15.30 $3, $34.00 $8, Inch C-900, PVC Sanitary Sewer Force Main in 12-Inch Steel Sanitary Sewer Force Main Casing; Including Centralizers at 5-Foot Spacing and End Seals (force main pipe only) Inch A-36 Black Carbon Steel Sanitary Sewer Force Main Casing (bore and jack; including all required and necessary bore pits - steel casing pipe only; all depths) 396 LF $14.10 $5, $17.50 $6, $47.00 $18, LF $ $95, $ $98, $ $151, Page 5 of 9

6 7. Standard City of Houston 4-Foot Diameter Sanitary Sewer Manhole 7 EA $1, $7, $1, $8, $1, $8, Standard City of Houston 4-Foot Diameter Sanitary Sewer Manhole with Drop Connection 9. Standard City of Houston Sanitary Sewer Air Release or Air/Vacuum Release Valve Manhole; per City of Houston Standard Construction Detail EA $1, $1, $1, $1, $2, $2, EA $3, $3, $3, $3, $4, $4, Extra Depth for Manhole (over 8-foot deep) 26 VF $90.00 $2, $94.50 $2, $75.00 $1, Core Drilled Connection of Proposed 6-Inch C-900, PVC Sanitary Sewer Force Main Pipe to Existing Sanitary Sewer Manhole using Resilient/Flexible Water Tight Connector 1 LS $1, $1, $ $ $1, $1, Construct Internal Drop Structure for Proposed 6-Inch C-900, PVC Sanitary Sewer Force Main Discharge Pipe in Existing Sanitary Sewer Manhole as per the current City of Houston Standard Construction Detail No EA $3, $3, $5, $5, $7, $7, Trench Safety 1,417 LF $0.25 $ $2.35 $3, $0.05 $70.85 TOTAL SANITARY SEWER AND FORCE MAIN: $158, $168, $240, WASTEWATER LIFT STATION 1. Site Preparation 1 LS $1, $1, $ $ $ $ Reinforced Concrete Access Driveway on Cement Stabilized Sand Subgrade (#4 bars at 24" c-c; 5 sack (min.)/ 3, days) 3. 6-Inch Thick Cement Stabilized Sand Subgrade for Lift Station Access Driveway (1.1 sack per Ton/ hours, compacted to 95% SPD) 4. 6-Foot Tall Cedar Wood Fence, Including Leaf Swing Gates Surrounding Proposed Wastewater Lift Station Site (as per the details in the approved Construction Drawings) 125 SY $54.50 $6, $51.00 $6, $58.50 $7, SY $12.80 $1, $5.10 $ $6.00 $ LF $38.00 $6, $15.30 $2, $17.60 $3, Construct Wastewater Lift Station Structure; Including, but not Limited to, 6-Foot Diameter C-76 Cl III R/G, RCP Wet Well and Reinforced Concrete Valve Vault (Complete in Place and Fully Operational and Functional, Including all Miscellaneous and Required Components and Appurtenances, as per the Approved Construction Drawings and Details, General Notes, Contract Documents, General and Special Conditions; Technical Specifications and any Addendum) 1 LS $152, $152, $132, $132, $152, $152, Page 6 of 9

7 6. Construct Wastewater Lift Station Piping; Including, but not Limited to, Pipes, Valves and Fittings (Complete in Place and Fully Operational and Functional, Including all Miscellaneous and Required Components and Appurtenances, as per the Approved Construction Drawings and Details, General Notes, Contract Documents, General and Special Conditions; Technical Specifications and any Addendum) 7. Install 235 GPM, 3 HP Submersible Wastewater Pumps; Including, but not Limited to, Bases, 2-Inch Stainless Steel Guide Rails, Brackets, Power Cable, Etc. (Complete in Place and Fully Operational and Functional, Including all Miscellaneous and Required Components and Appurtenances, as per the Approved Construction Drawings and Details, General Notes, Contract Documents, General and Special Conditions; Technical Specifications and any Addendum) 8. Wastewater Lift Station Painting and Coating (Complete in Place and Fully Operational and Functional, Including all Miscellaneous and Required Components and Appurtenances, as per the Approved Construction Drawings and Details, General Notes, Contract Documents, General and Special Conditions; Technical Specifications and any Addendum) 9. Construct Wastewater Lift Station Electrical System; Including, but not Limited to, Control Panel, Conduit, Wire, Electrical Service, etc. (Complete in Place and Fully Operational and Functional, Including all Miscellaneous and Required Components and Appurtenances, as per the Approved Construction Drawings and Details, General Notes, Contract Documents, General and Special Conditions; Technical Specifications and any Addendum) 10. Well Point De-Watering as Required for Wastewater Lift Station Wet Well Construction (only as approved by the Engineer) 11. Core Drilled Connection of Proposed 8-Inch SDR-26, PVC Sanitary Sewer Influent Line to Proposed Lift Station Wet Well Including Water Stop and Non-Shrink Grout 1 LS $10, $10, $20, $20, $23, $23, EA $4, $9, $5, $10, $5, $11, LS $3, $3, $3, $3, $3, $3, LS $16, $16, $20, $20, $23, $23, LS $1, $1, $1.00 $1.00 $1.00 $ LS $1, $1, $ $ $ $ Inch Schedule 40 Steel Pipe Bollards (painted yellow and filled with concrete) 5 EA $ $1, $ $ $ $ Yard Light Fixture (complete in place) 1 EA $1, $1, $ $ $ $ Final Site Clean-Up and Grading 1 LS $1, $1, $ $ $ $ Page 7 of 9

8 15. Hydro Mulch Seed All Graded and Disturbed Areas (including watering, fertilizing, mowing and maintenance until a stand of Bermuda grass has been established and all governing agencies have inspected and accepted the subject project) 1 LS $1, $1, $5, $5, $1, $1, TOTAL WASTEWATER LIFT STATION: $218, $203, $227, STORM WATER POLLUTION PREVENTION PLAN 1. Reinforced Filter Fabric Fence with Steel Fence Posts and 2-Inch x 4-Inch, 12-Gauge Galvanized Welded Wire Mesh (installation and maintenance) 2,750 LF $1.10 $3, $1.21 $3, $1.30 $3, Stabilized Construction Exit(s) 1 EA $1, $1, $1, $1, $2, $2, Storm Sewer Inlet Protection (existing storm sewer inlets) 1 EA $55.00 $55.00 $52.50 $52.50 $40.00 $ Storm Water Pollution Prevention Plan Compliance (including SWPPP implementation, performing project site inspections, completing inspection reports, filing notices, posting permits, certificates and notices, installation of new control measures, maintenance of existing control measures, etc.) 1 LS $ $ $1, $1, $ $ TOTAL STORM WATER POLLUTION PREVENTION PLAN: $5, $6, $6, BID SUMMARY 1. Water Distribution Line Extension $26, $42, $34, Sanitary Sewer and Force Main $158, $168, $240, Wastewater Lift Station $218, $203, $227, Storm Water Pollution Prevention Plan $5, $6, $6, One-Time Only Construction Staking Services $10, $10, $10, (minimum bid $10,750.00) 6. As-Built Survey and Record Drawing Preparation (minimum bid $4,450.00) $4, $4, $4, TOTAL AMOUNT BID SIKH NATIONAL CENTER: $424, $435, $524, Page 8 of 9

9 GRAND SUMMARY 1. Sam Houston Tollway at Fairbanks N. Houston Road $112, $123, $180, (8-Inch Waterline Extension) 2. Racepark Office Warehouse $81, $86, $93, (8-Inch Water Line and 8-Inch Sanitary Sewer Extension) 3. Sikh National Center $424, $435, $524, (Off-Site Water Line, Sanitary Sewer, Lift Station and Force Main) 4. All Traffic Control Complete In Place as Required for Water Line, Sanitary Sewer and Force Main Construction Including, but not Limited to, Plan Preparation by a Licensed and Registered (in the State of Texas) Traffic Engineer, Plan Implementation, Set-Up, Takedown and Regular Maintenance as Required During Construction $5, $1, $8, Restore and Re-Grade Sam Houston Tollroad (BW-8) Road Right of Way, West Belt Drive Right of Way, Frontage Road Right of Way, Parking Lots, Esplanades, Reinforced Concrete Pavement and Curbs, Signs, etc., and All Other Disturbed Areas to Original, or Better than Original, Condition; Including Turf Re-Establishment as per Harris County Specifications and Requirements; Including Watering, Fertilizing, Mowing and Maintenance Until a Stand of Bermuda Grass has been Established and all Governing Agencies have Inspected and Accepted the Subject Project $3, $4, $1, GRAND TOTAL AMOUNT BID: $626, $650, $808, CALENDAR DAYS 60/120 60/120 60/120 Page 9 of 9

10

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

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

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

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 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

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

TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth

TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20

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

3. Contractor shall ensure that all permits are obtained prior to any construction. Contractor shall be responsible for all utility fees.

3. Contractor shall ensure that all permits are obtained prior to any construction. Contractor shall be responsible for all utility fees. The following shall serve as the minimum requirements for contractors performing work in relation to the Authority s potable water and sanitary sewer system(s), appurtenances and service connections. General:

More information

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe.

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe. SECTION 02763 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Repairs to existing sewer lines by replacing short lengths of failed pipe. 1.02 UNIT PRICES A. Measurement for point repairs is on a unit price

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

Standards for Water, Sewer, and Sewage Lift Station Design

Standards for Water, Sewer, and Sewage Lift Station Design Standards for Water, Sewer, and Sewage Lift Station Design February 2015 Edition I. Plan Format Requirements General Requirements Water Line Requirements Sewer Line Requirements II. III. IV. Water Design

More information

EXHIBIT "A. Technical Specifications for Water and Sewer Service Lines

EXHIBIT A. Technical Specifications for Water and Sewer Service Lines EXHIBIT "A Technical Specifications for Water and Sewer Service Lines Water and Sewer Line Bedding and Backfill: Drawings show cross-section of trench, pipe laid on top of 6" min. bedding material, bedding

More information

SECTION 02400 - STORM DRAIN SYSTEM

SECTION 02400 - STORM DRAIN SYSTEM SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And

More information

SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE

SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE 6.01 SCOPE The work covered by this section of the specifications consists of the furnishing of all plant, labor, materials, equipment and supervision and performing all operations involved in the construction

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

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

SANITARY SEWER SPECIFICATIONS

SANITARY SEWER SPECIFICATIONS SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies,

More information

SECTION 15 AIR RELEASE VALVE ASSEMBLIES. 15-1 General

SECTION 15 AIR RELEASE VALVE ASSEMBLIES. 15-1 General SECTION 15 AIR RELEASE VALVE ASSEMBLIES 15-1.01 Scope 15-1 General This section describes the requirements for furnishing and installing Air Release Valve Assemblies of the size and type shown on the plans,

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

San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS

San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS 854.1 DESCRIPTION: This item shall govern sanitary sewer laterals installed in accordance with these

More information

STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY

STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY Approved and adopted as Official Document Number 800576 this 10th day of December, 1980 Donald R. Boyd, P.E., Director Water

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

3. Amend the following: Item 410 Traffic Compacted Surface, Type C to Item 446 Cold Patch.

3. Amend the following: Item 410 Traffic Compacted Surface, Type C to Item 446 Cold Patch. To Prospective Bidders: CITY OF TOLEDO, OHIO PARKSIDE AREA SSO ELIMINATION PHASE 2 GRAVITY RELIEF SEWER NO. 2011 Addendum No. 2 December 8, 2011 Information disclosed and/or questions raised since issuing

More information

2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS

2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS 2.0 DESIGN CRITERIA FOR WATER DISTRIBUTION SYSTEMS Water system improvements proposed for inclusion into Western s service area shall be designed in accordance with all appropriate AWWA standards, include

More information

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm: Page 1 of 6 Section 1. PURPOSE This policy is an Engineering checklist of the Local Review Program for sanitary sewer improvement projects by the Bedford Regional Water Authority ( Authority ). Section

More information

ARTICLE II (2) ARTICLE II - REQUIRED USE OF PUBLIC SEWERS. PARAGRAPH 020001 Purpose and Application.

ARTICLE II (2) ARTICLE II - REQUIRED USE OF PUBLIC SEWERS. PARAGRAPH 020001 Purpose and Application. ARTICLE II - REQUIRED USE OF PUBLIC SEWERS. PARAGRAPH 020001 Purpose and Application. Article II provides rules governing the allowable connection to the City POTW and the construction and inspection of

More information

SECTION 3 SANITARY SEWER DESIGN

SECTION 3 SANITARY SEWER DESIGN SECTION 3 SANITARY SEWER DESIGN 3.1 GENERAL DESIGN CRITERIA 3.1.1 Requirement for Sanitary Sewer 3.1.2 Design Approval 3.1.3 IEPA Permit Required 3.1.4 Differentiation Between Public and Private Sanitary

More information

SUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors.

SUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors. SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION

More information

DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES

DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing

More information

CITY OF SAN ANTONIO. Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03

CITY OF SAN ANTONIO. Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03 CITY OF SAN ANTONIO Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03 (010) FORMAL INVITATION FOR BIDS (IFB) to CONTRACT 2016-2017 TASK ORDER CONTRACT

More information

ARTICLE VI (ALTERNATE) STANDARD SPECIFICATIONS. for (PVC) SANITARY SEWER MAIN CONSTRUCTION

ARTICLE VI (ALTERNATE) STANDARD SPECIFICATIONS. for (PVC) SANITARY SEWER MAIN CONSTRUCTION ARTICLE VI (ALTERNATE) STANDARD SPECIFICATIONS for (PVC) SANITARY SEWER MAIN CONSTRUCTION VI(A).1 General VI(A).2 Materials and Equipment VI(A).3 Installation of Sanitary Sewer Mains VI(A).4 Laying of

More information

Specifications for Residential Property Owners Connection to New Public Sewer

Specifications for Residential Property Owners Connection to New Public Sewer Specifications for Residential Property Owners Connection to New Public Sewer Spalding Tract property owners are required to connect to the community sewer system when construction is complete and the

More information

Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects

Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects Wastewater Collection System Supplemental Design Standards for Capital Improvement Program Projects March 2013 i Metropolitan Sewer District of Greater Cincinnati Wastewater Collection System Supplemental

More information

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1 6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT

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

MTA UNIVERSAL STATION PEDESTRIAN BRIDGE Los Angeles, CA. Project Manual and Specification 100% PE SUBMITTAL TABLE OF CONTENTS

MTA UNIVERSAL STATION PEDESTRIAN BRIDGE Los Angeles, CA. Project Manual and Specification 100% PE SUBMITTAL TABLE OF CONTENTS Los Angeles, CA Project Manual and Specification DIVISION 1 GENERAL CONDITIONS 01 01 10 STATEMENT OF WORK 01 11 00 SUMMARY OF THE WORK 01 14 05 METRO (OWNER) - DIRECTED STOPPAGES 01 20 00 PRICE AND PAYMENT

More information

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit

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

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

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

Storm Drain Inlet Protection - IP

Storm Drain Inlet Protection - IP Storm Drain Inlet Protection - IP DEFINITION A temporary protective device formed around a storm drain drop inlet to trap sediment. PURPOSE To prevent sediment from entering storm drainage systems, prior

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

DESCRIPTION OF WORK:

DESCRIPTION OF WORK: DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works

More information

A. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials.

A. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials. PART 1 GENERAL 1.1 SCOPE A. This item shall include the work necessary for the installation of storm sewer line construction. B. Reference Section 3800 Trenching and Backfill and the General Conditions,

More information

SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT

SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS ST. MARY S COUNTY HEALTH DEPARTMENT The following are minimum requirements for installation of conventional trench sewage disposal systems in St. Mary s County,

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

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

STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION

STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION Design Criteria Drainage Area The drainage area for storm drain inlets shall not exceed one acre. The crest elevations of these practices shall

More information

CHAPTER 6 - SANITARY SEWER

CHAPTER 6 - SANITARY SEWER CHAPTER 6 - SANITARY SEWER 6.1 GENERAL This section covers the requirements for PVC plastic sewer pipe materials and installation in sanitary sewer construction. 6.2 PIPE PVC gravity sewer pipe and fittings

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

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

City of Friendswood FY 2010 Capital Improvements Program - Water & Sewer Projects 5-Year CIP

City of Friendswood FY 2010 Capital Improvements Program - Water & Sewer Projects 5-Year CIP City of Friendswood FY 2010 Capital Improvements Program - Water & Sewer Projects 5-Year CIP PROJECT ESTIMATED COST ESTIMATED COUNCIL IDENTIFIED FUNDING SOURCES STRATEGIC COMPLETION INITIATIVES FM 2351/Beamer

More information

SECTION 807 PUMP STATION REHABILITATION

SECTION 807 PUMP STATION REHABILITATION SECTION 807 PUMP STATION REHABILITATION 807-1 DESCRIPTION: Rehabilitation of pump stations shall be defined as the cleaning, removal, repair and/or replacement of any and/or all components including but

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

Exhibit A. Rules and Regulations for House Connections and Sewer Extensions

Exhibit A. Rules and Regulations for House Connections and Sewer Extensions The purpose of this application example is to provide assistance to small and medium sized rural communities in the drafting of documents necessary for the efficient operation of water, wastewater, and

More information

SECTION 02221 SELECTIVE DEMOLITION

SECTION 02221 SELECTIVE DEMOLITION SECTION 02221 PART 1 -GENERAL 1.01 DESCRIPTION This section includes all material, labor, machinery and supervision required to demolish and remove the following items where applicable and as noted on

More information

City of Lubbock Public Works Engineering Design Standards and Specifications

City of Lubbock Public Works Engineering Design Standards and Specifications City of Lubbock Public Works Engineering Design Standards and Specifications Department of Public Works Engineering City of Lubbock, Texas January 1, 2012 These Standards and Specifications are general

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

53.03 MATERIALS FOR SEWER LINER PIPE AND FITTINGS: The following materials are approved for installation in sanitary sewer lines:

53.03 MATERIALS FOR SEWER LINER PIPE AND FITTINGS: The following materials are approved for installation in sanitary sewer lines: Division 53: Slip-Lining of Existing Sewer Line 53.01 GENERAL: This section includes all labor, materials, transportation, equipment necessary to rehabilitate by means of Instituform deteriorated sections

More information

STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES. 1. Structure Earthwork: 02200

STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES. 1. Structure Earthwork: 02200 STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES PART 1 - GENERAL A. Description This section includes materials, testing, and installation of precast concrete

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

Close-Out Documents... 9

Close-Out Documents... 9 Water and Sanitary Sewer Service Connection Requirements Service Connection Requirements... 1 Application for Services... 2 Water Meter Application... 2 Wet Tap/Tie-in Connection Requirements... 3 Meter

More information

Bethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL

Bethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL 155 E. Front Street (rear) Lititz, PA 17543 Phone (717) 625-1930 Fax (717) 625-1931 Bethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL CONSTRUCTION SPECIFICATIONS AND DETAILS

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS 1103.1 DESCRIPTION: 1. Repair of sanitary sewer lines by replacing short lengths of failed pipe with new pipe. 2. Repair of service laterals located

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

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

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

CD i -STREETS- Detail #

CD i -STREETS- Detail # -STREETS- Detail # 3000 Vertical Curb, Gutter and Sidewalk 3010 Low-Profile Curb, Gutter and Sidewalk 3020 Rolled Curb, Gutter and Sidewalk 3030 Separated Sidewalk, Curb & Gutter 3040 Sidewalk Staged Construction

More information

SECTION 13 REPLACEMENT AND CLEANUP 13.01 SCOPE OF WORK

SECTION 13 REPLACEMENT AND CLEANUP 13.01 SCOPE OF WORK 13.01 SCOPE OF WORK Under this item, the Contractor will restore all lawns, trees, gardens, landscape plantings, sidewalks, ramps, trails, fences, commercial signs, water courses and sand, gravel, dirt,

More information

SECTION 15410 GROUND WATER STORAGE TANKS

SECTION 15410 GROUND WATER STORAGE TANKS SECTION 15410 GROUND WATER STORAGE TANKS PART 1 GENERAL.01 SCOPE A. Section Includes Requirements for designing, fabricating, and erecting a welded steel ground storage tank..02 SYSTEM DESCRIPTION A. Design

More information

BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet.

BMP-7. A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. BMP-7 BMP: STORM DRAIN INLET PROTECTION Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. To prevent sediment from entering storm drainage systems

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 02401 - SANITARY SEWER PIPE

SECTION 02401 - SANITARY SEWER PIPE PART 1 - GENERAL 1.1 DESCRIPTION A. The WORK under this Section includes providing all labor, materials, tools and equipment necessary for furnishing and installing sanitary sewer pipe, in accordance with

More information

Workflow Information Packet Land Development Projects

Workflow Information Packet Land Development Projects Workflow Information Packet Land Development Projects Typical Construction Flow Diagram for Land Development Projects Construction Plans Approved and Construction Permit Issued by Loudoun Water Pre-Construction

More information

CONTENTS. Yale University Design Standards. Underground Electrical Duct Bank. A. Summary. B. System Design and Performance Requirements

CONTENTS. Yale University Design Standards. Underground Electrical Duct Bank. A. Summary. B. System Design and Performance Requirements 16600 Underground Electrical Duct Bank This document provides design standards only, and is not intended for use, in whole or in part, as a specification. Do not copy this information verbatim in specifications

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

Model Specification 509 DRISCOPLEX 4200 and DRISCOPLEX 4300 Gravity Flow Sanitary Sewer

Model Specification 509 DRISCOPLEX 4200 and DRISCOPLEX 4300 Gravity Flow Sanitary Sewer Model Specification 509 DRISCOPLEX 4200 and DRISCOPLEX 4300 Gravity Flow Sanitary Sewer The user may choose to adopt part or all of this Model Specification; however, the user should ensure that all parts

More information

SECTION 33 05 16.13 PRECAST CONCRETE UTILITY STRUCTURES

SECTION 33 05 16.13 PRECAST CONCRETE UTILITY STRUCTURES SECTION 33 05 16.13 PRECAST CONCRETE PART 1 - GENERAL 1.01 SECTION INCLUDES A. This item shall consist of the construction of both sanitary and storm sewer precast concrete manholes in accordance with

More information

1.3.2 Method of construction and restoration of existing water service connections. This shall include:

1.3.2 Method of construction and restoration of existing water service connections. This shall include: 1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing water lines using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting

More information

NOTE: Unless otherwise specified, unit prices for the demolition of structures shall be for wet demolitions.

NOTE: Unless otherwise specified, unit prices for the demolition of structures shall be for wet demolitions. ATTACHMENT AA DETAILED SCOPE OF WORK Demolition & Removal Services for SR-7/US-441 from North of Fillmore Street to South of Stirling Road Hollywood, Broward County, Florida 1.0 Structures Structures are

More information

Chapter 9 Sanitary Sewers

Chapter 9 Sanitary Sewers Chapter 9 Sanitary Sewers S:/Engineering/Design Standards/Chapter 9 12/29/2014 Section 9.1 Topic General Requirements Chapter 9 Sanitary Sewers Page 9-1 9.2 Plan Submittals 9-1 9.3 Determination of Flow

More information

The Manitoba Water Services Board SECTION 027030 Standard Construction Specifications September 2013 Page 1 of 21

The Manitoba Water Services Board SECTION 027030 Standard Construction Specifications September 2013 Page 1 of 21 September 2013 Page 1 of 21 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the construction of sewers including: the supply and installation of pipe, saddles, tees,

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

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 LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions. SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings

More information

SECTION 5 DRAFTING STANDARDS

SECTION 5 DRAFTING STANDARDS SECTION 5 DRAFTING STANDARDS 1 SECTION FIVE TABLE OF CONTENTS Description Page TABLE OF CONTENTS... 5-2 GENERAL... 5-3 DRAFTING STANDARDS... 5-5 DRAFTING MINIMUM REQUIREMENTS HANDOUT... 5-8 2 GENERAL 1.

More information

Emerging Technologies in Wastewater Collection Systems

Emerging Technologies in Wastewater Collection Systems Keville Enterprises Emerging Technologies in Wastewater Collection Systems Douglas McCutchen, CCM Brian Karmasin, P.E., BCEE CMAA Annual Conference Oct 2008 San Francisco, California Today s s Presentation

More information

STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES. 1. Trenching, Backfilling and Compacting: 02223

STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES. 1. Trenching, Backfilling and Compacting: 02223 STANDARD SPECIFICATIONS SECTION 02701 INSTALLATION OF GRAVITY SEWER PIPELINES PART 1 - GENERAL A. Description This section describes the installation of gravity sewer pipelines fabricated of vitrified

More information

CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST

CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST NOTE: The following list shall only be used as a guide and shall not be used in lieu of the specifications found in the CITY OF ANN ARBOR PUBLIC

More information

Fiberstars Mini Lighted Laminar Flow Fountains

Fiberstars Mini Lighted Laminar Flow Fountains Fiberstars Mini Lighted Laminar Flow Fountains SAVE THESE DIRECTIONS! These directions are provided to ensure the proper installation and operation of Fiberstars Mini Lighted Laminar Flow Fountain. The

More information

STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS

STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS STANDARD SPECIFICATIONS SECTION 02512 CLEANING AND LINING WATER MAINS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for cleaning and lining existing cast iron and ductile iron water mains

More information

MDWASD 8/1999 SECTION 02315 TRENCHING AND BACKFILLING FOR PIPING SYSTEMS

MDWASD 8/1999 SECTION 02315 TRENCHING AND BACKFILLING FOR PIPING SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED SECTION 02315 TRENCHING AND BACKFILLING FOR PIPING SYSTEMS A. The work included under this Section consists of excavating, backfilling and compaction as required for

More information

Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe

Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe Specification for Pipe Bursting Gravity Sewer Mains with HDPE Pipe 1. GENERAL The following supplemental sewer main specifications are intended to address the installation of high-density polyethylene

More information

Checklist for plans to Construct, Alter or Repair An Individual Subsurface Sewage Disposal System

Checklist for plans to Construct, Alter or Repair An Individual Subsurface Sewage Disposal System Checklist for plans to Construct, Alter or Repair An Individual Subsurface Sewage Disposal System An application for the construction or alteration of an individual subsurface sewage disposal system shall

More information

Welcome: What is U Drain? Drain Materials. Flow

Welcome: What is U Drain? Drain Materials. Flow Welcome: Thank you for looking into the U Drain floor drain system. This paper will explore the functional features of the U Drain and why it is superior to other grated systems in the marketplace. We

More information

SECTION 03400 PRECAST CONCRETE STRUCTURES

SECTION 03400 PRECAST CONCRETE STRUCTURES PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, and equipment required to install precast concrete manholes, sanitary leaching rings, pump station, valve chamber, structures, frames,

More information

12/8/2014. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA.

12/8/2014. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA. Brought To You By: This webcast is sponsored by NASSCO with the support of IPBA. 1 Pipe Bursting A Mature and Diverse Trenchless Technology December 10, 2014 1:00 3:00 pm Eastern How to Participate Today

More information

PRIVATE WELL SEPARATION

PRIVATE WELL SEPARATION PRIVATE WELL SEPARATION This is an explanation to explain what you have to do with your well, and/or the other sources of water that you may have, in order to receive public water. The term well includes

More information

SECTION 4Aggegate Subbase

SECTION 4Aggegate Subbase The contractor shall moist-cure the completed Lime Treated Subbase for a minimum of days before allowing any traffic on the compacted surface. The contractor shall be responsible for repairing any damages

More information