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USA | OH | MONTGOMERY COUNTY | DAYTON | 45402 :VETERANS AFFAIRS, DEPARTMENT OF- VETERANS AFFAIRS, DEPARTMENT OF- 250- NETWORK CONTRACT OFFICE 10 ( 36C250)

Z2DZ-- Correct Water Intrusion, Building 8 610- 22- 214 - ( FY25) - VA NORTHERN INDIANA HEALTHCARE SYSTEM MARION CAMPUS PROJECT: 610- 22- 214 Correct Water Intrusion, Building 8 SCOPE OF WORK: The contractor will provide all labor, equipment, materials, and supervision necessary to install waterproof coving around b

Install storm sewer catch basin and tie into existing storm sewer system Repave parking lot Provide dehumidification controls B.
Documents

USA | LA | SAINT TAMMANY COUNTY | COVINGTON | 70434 :St. Tammany Parish Government - LA

24- 54- 1 Cross Gates Blvd Sinkhole Repair------- The Contractor must provide all adequate and competent labor, equipment, tools, and material necessary to reseal interior joints of the existing subsurface pipe and remove/replace a catch basin along Cross Gates Blvd ( ****) Section 38 Township 9S Range 15E Slidell, Louisiana.
Documents

USA | CA | RIVERSIDE COUNTY | PERRIS | 92570 :City of Perris

The Morgan Park 2. 1 Improvements include site demolition, clearing and grubbing, earthwork and grading, sitedrainage, extending an existing 26' wide park access road, with a round- a- bout, solar access road lights and apedestrian crosswalk with crosswalk warning lights. Installation of electrical vehicle charging station unit. Asphaltand concrete paving, concrete form work, concrete reinforcement, cast - in- place concrete, caulking and moistureprotection. Expanding an existing parking lot with solar ligh
Lot 1: Maintenance Buidling Improvements - Mobilization - Demolition - Remove Existing Vegetation to a 2" Depth - Demolition - Rip Area to a 12" Depth - Demolition - Saw Cut Existing Concrete or Asphalt - Demolition - Remove Existing Concrete Curb, Gutter and Concrete Walk - Demolition - Remove Existing Asphalt and Base - Demolition - Remove Existing Tree and Root Ball - Demolition - Remove Existing Catch Basins and Drain Lines Noted on Demolition Plan - Demolition - Remove Existing Irrigation, Identify and Cap Systems to be Reused - Demolition - Remove Existing DG Path and Concrete Mow Curbs - Demolition - Remove Existing Chain Link Fence and Footings - Site Grading - Soil Import and Placement - Site Grading - Rough Grade - Site Grading - Fine Grade - Sit Grading - Over Excavate and Compact for Preferred Modular Building Footing - Site Drainage - SDR- 35 Bell End Gasket Storm Drain Line - Site Drainage - Brooks Concrete Catch Basin - Site Drainage - 24" x7" Reinforced Concrete Swale - Site Improvements - Type A2- 150( 6") Concrete Curb and Gutter - Site Improvements - Type A1- 150( 6") Concrete Curb - Site Improvements - 3" Thick Asphalt Over 4" Compacted Aggregate Base - Site Improvements - 3. 5" Thick Asphalt Over 8" Compacted Aggregate Base - Site Improvements - 4" Thick Reinforced Natural Gray Concrete Flatwork, Medium Broom Finish - Site Improvements - APWA 6&# 039; Tall 8" x8" x16" CMU Masonry Perimeter Wall - Site Improvements - 6" Reinforced Concrete Retaining Curb - Site Improvements - 6&# 039; Chain Link Fence in12" x6" Reinforced Concrete Mow Curb - Site Improvements - 12&# 039; Wide Galvanized Chain Link Maintenance Gate - Site Improvements - Automated Electric Vehicle Access Gate with Control and Communication Equipment - Site Improvements - 4" SDR- 35 Bell and Gasket Sewer Line and Clean Outs for Prefabricated Building - Site Improvements - 4" SDR- 35 Bell and Gasket Sewer Line and Clean Outs for Future Building - Site Improvements - New 1" Copper Water Line and Backflow from Existing Utility to Prefabric
Lot 2: Access Road Improvements - Mobilization - Demolition - Remove Existing Vegetation to a 2" Depth - Demolition - Rip Area to a 12" Depth - Demolition - Saw Cut Existing Asphalt - Demolition - Remove Existing Concrete Curb - Demolition - Remove Existing Asphalt and Base - Demolition - Remove Existing Tree and Root Ball - Demolition - Remove Existing Irrigation, Identify and Cap Systems to be Reused - Demolition - Remove Existing Chain Link Fence and Footings - Site Grading - Soil Import and Placement - Site Grading - Rough Grade - Site Grading - Fine Grade - Site Drainage - SDR- 35 Bell end Gasket Storm Drain Line - Site Drainage - Brooks Concrete Catch Basin - Site Drainage - Concrete Rip Rap Drainage Outlet - Site Drainage - 8&# 039; x8&# 039; x4&# 039; With 3/4" Crushed Rock Cistern with Catch Basin and Mirifi Fabric - Site Improvements - Type A2- 150( 6") Concrete Curb and Gutter - Site Improvements - Type A1- 150( 6") Concrete Curb - Site Improvements - Modify Existing Irrigation for New Improvements - Site Improvements - 3. 5" Thick Asphalt Over 8" Compacted Aggregate Base - Site Improvements - 6" Thick Concrete Drive Apron for Heavy Vehicle Access - Site Improvements - 4" Thick Reinforced Natural Gray Concrete Flatwork, Medium Broom Finish - Site Improvements - 6&# 039; Galvanized Chain Link Fence in 12" x6" Reinforced Concrete Mow Curb - Site Improvements - 6" Reinforced Concrete Retaining Curb - Site Improvements - 12&# 039; Wide Galvanized Chain Link SCE Vehicle Access Gate - Site Improvements - 10&# 039; Wide Galvanized Chain Link Maintenance Gate - Site Improvements - Sports Themed Art Pieces in Roundabout - Site Improvements - Solar Powered Pedestrian Crosswalk Signs and System Controls - Site Improvements - Removable Bollards - Site Improvements - Paint Access Road Striping and Crosswalk Striping - Site Improvements - All " No Parking" and One Way Street Signs - Site Improvements - Paint Red Curbs - Site Improvements - SWPP Compliance - Site Landscape - All Soil Amendments - Site Landscape - New Lands
Lot 3: Parking Lot Improvements - Mobilization - Site Demolition - Remove Existing Vegetation to a 2" Depth - Site Demolition - Rip Area to a 12" Depth - Site Demolition - Saw Cut Existing Concrete or Asphalt - Site Demolition - Remove Existing Concrete Curb, Gutter and Sidewalk - Site Demolition - Remove Existing Asphalt and Base - Site Demolition - Remove Existing Solar Light Pole and Footing - Site Demolition - Remove Existing Chain Link Fence and Footing - Site Grading - Soil Import and Placement - Site Grading - Rough Grade - Site Grading - Fine Grade - Site Grading - Bioswale and Drainage Area - Site Drainage - SDR- 35 Bell End Gasket Storm Drain Line - Site Drainage - Brooks Concrete Catch Basin - Site Drainage - 8&# 039; x8&# 039; x4&# 039; With 3/4" Crushed Rock Cistern with Catch Basin and Mirifi Fabric - Site Drainage - 24" x7" Reinforced Concrete Swale - Site Improvement - Type A2- 150( 6") Concrete Curb and Gutter - Site Improvement - Type A1- 150( 6") Concrete Curb - Site Improvement - 3" Thick Asphalt Over 4" Compacted Aggregate Base - Site Improvement - 3. 5" Thick Asphalt Over 8" Compacted Aggregate Base - Site Improvement - 4" Thick Reinforced Natural Gray Concrete Flatwork, Medium Broom Finish - Site Improvement - Accessible Ramp with Handrails - Site Improvement - 6&# 039; Galvanized Chain Link Fence in 12" x6" Reinforced Concrete Mow Curb - Site Improvement - 6" Reinforced Concrete Retaining Curb - Site Improvements - All Parking Lot Entry, Accessible Parking and Electric Vehicle Parking Signs and Installation - Site Improvement - All " No Parking" Signs - Site Improvement - Paint All Parking Stalls - Site Improvement - Paint Vehicle Stop Sign - Site Improvements - Paint Red Curbs - Site Improvements - Parking Stall Wheel Stop - Site Improvements - Relocate Existing Solar Light Pole - Site Improvements - Masonry Trash Enclosure - Site Improvements - SWPPP Compliance - Site Landscape - All Soil Amendments - Site Landscape - New Landscape Plant Material - Site Landscape - New Irrigation Systems - Sit
Documents

USA | ND | BURLEIGH COUNTY | BISMARCK | 58505 :DEPARTMENT OF TRANSPORTATION - ND

GRADING AND SHARED USE PATH

The frame fits into the top of the cone section of a catch basin and supports the sediment control barrier.
(. . . ) as often as required by necessity or direction of the City ForesterProject Manager or both repairing damage to the watering basins and other maintenance procedures as deemed necessary by the City Forester or Project Manager including the removal of (. . . )
Documents

USA | KY | FAYETTE COUNTY | LEXINGTON | 40506 :UK - UNIVERSITY OF KENTUCKY - KY

Central Heating Boiler

(. . . ) site, thisnew entrance must be built according to the EPSC design details with a wheel wash, a water supplyand a sediment catch basin for washed wheel sediment.
3 Install BMPs such as, basins, traps, drainage, and sediment barriers before beginning landdisturbing activities, including the construction entranc (. . . )
Documents

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