- Drainage Structures. Manufactured structures which control the runoff of water from the roadway including culverts, overside drains, aprons, flumes, downdrains, downpipes, and the like. 800-1.10 - Dust Abatement Plan. A table which lists the road, dust palliative, application rates and estimated number of subsequent applications 800-1.11 - Lead-off Ditches. A ditch used to transmit water from a drainage structure or drainage dip outlet to the natural drainage area. 800-1.12 - Material. Any substances specified for use in the performance of the work. T-800-1 5/83 800-1.13 - Prehaul Maintenance. Road maintenance work which the Purchaser determines must be accomplished to maintain the roads to a satisfactory condition commensurate with the Purchaser's use, provided Purchaser's Operations do not damage improvements under BT6.22 or National Forest resources and hauling can be done safely. This work will be shown in the Annual Road Maintenance Plan as provided in CT5.31#. Prehaul maintenance work the Purchaser elects to perform will be in compliance with the Road Maintenance T-Specifications.
- Drainage Structures. Manufactured structures which control the runoff of water from the roadway including culverts, overside drains, aprons, flumes, downdrains, downpipes, and the like. 800-1.10 - Dust Abatement Plan. A table which lists the road, dust palliative, application rates and estimated number of subsequent applications 800-1.11 - Lead-off Ditches. A ditch used to transmit water from a drainage structure or drainage dip outlet to the natural drainage area. 800-1.12 - Material. Any substances specified for use in the performance of the work. T-800-1 5/83 800-1.13 - Prehaul Maintenance. Road maintenance work which the Purchaser determines must be accomplished to maintain the roads to a satisfactory condition commensurate with the Purchaser's use, provided Purchaser's Operations do not damage improvements under BT6.22 or National Forest resources and hauling can be done safely. This work will be shown in the Annual Road Maintenance Plan as provided in CT5.31#. Prehaul maintenance work the Purchaser elects to perform will be in compliance with the Road Maintenance T-Specifications. 000-0.00 - Xxxxxxx. The portion of a road between the intersection of subgrade and sideslopes, excluding that portion of the ditch below subgrade. 800-1.15 - Road Maintenance Plan. A table which shows applicable road maintenance specifications to be performed by Purchaser on specific roads. 800-1.16 - Roadside. A general term denoting the area adjoining the outer edge of the roadway. 000-0.00 - Xxxxxxx. The portion of a road within the limits of excavation and embankment. 800-1.18 - Shoulder. That portion of roadway contiguous with traveled way for accommodation of stopped vehicles, for emergency use, and lateral support of base and surface course, if any. 800-1.19 - Slide. A concentrated deposit of materials from above or on backslope extending onto the traveled way or shoulders, whether caused by mass land movements or accumulated ravelling. SAMPLE 800-1.20 - Slough. Material eroded from the backslope which partially or completely blocks the ditch, but does not encroach on the traveled way so as to block passage of traffic. 800-1.21 - Slump. A localized portion of the roadbed which has slipped or otherwise become lower than that of the adjacent roadbed and constitutes a hazard to traffic. 800-1.22 - Special Project Specifications. Specifications which detail conditions and requirements peculiar to the individual project.
- Drainage Structures. Manufactured structures which control the runoff of water from the Roadway including Inslope, overside drains, aprons, flumes, down drains, downpipes, and the like. 800-1.10 Dust Abatement Plan: A table which lists the road, dust palliative, application rates, and estimated number of subsequent applications. 800-1.11 Lead-off Ditches: A ditch used to transmit water from a Drainage Structure or Drainage Dip outlet to the natural drainage area. 800-1.12 Material: Any substances specified for use in the performance of the work. 800-1.13 Prehaul Maintenance: Road maintenance work which the Purchaser determines must be accomplished to maintain the roads to a satisfactory condition commensurate with the Purchaser's use provided Purchaser's Operations do not damage improvements under B6.22 or National Forest resources and hauling can be done safely. This work will be shown in the Annual Road Maintenance Plan as provided in C/CT5.4. 800-1.14 Prehaul Maintenance work the Purchaser elects to perform will be in compliance with the Road Maintenance T- Specifications. Roadbed: The portion of a road between the intersection of Subgrade and side slopes, excluding that portion of the ditch below Subgrade.
- Drainage Structures. The Contractor is responsible for maintaining all drainage structures within the limits of the project throughout the duration of the project. Including the removal of any debris that enters into the drainage structures as a result of construction operations (milling, shoulder grading, etc.). This work will not be paid for separately, but shall be included in the Bid Price for Item 150, Traffic Control.
- Drainage Structures. Only structures stamped APPROVED by WSDOT’s Fabrication Inspection Office shall be used on this project.
- Drainage Structures. Obvious drainages are identified in Exhibit F. The drainage structures identified are for surface waters of significant size that will likely require that special care be exercised during road construction and logging operations. The drainages may not be capable of supporting snow and ice bridge crossings, depending on the seasonal weather conditions. If weather conditions provide for good logging conditions but are inadequate to xxxxxx areas adjacent to drainages for truck and equipment traffic, the PURCHASER must be prepared to:
- Drainage Structures. The Contractor is responsible for maintaining all drainage structures within the limits of the project throughout the duration of the project. Including the removal of any debris that enters into the drainage structures as a result of construction operations (milling, shoulder grading, etc.). This work will not be paid for separately, but shall be included in the Bid Price for Item 150, Traffic Control. SECTION I APPENDIX A (REVISED) DETAILED ESTIMATE / BID FORM Project No. 2020SB 1.1 - 1.5, BRIDGE REHABILITATION XXXXXXXXX COUNTY, GEORGIA PROJECT #: 2020SB 1.1 - 1.5 PROJECT: BRIDGE REHABILITATION BID NUMBER BID SCHEDULE Line # ITEM # Description Units Est. Bid Quantity Unit Price Bid Total Price Bid 105 210-0100 GRADING COMPLETE – BRIDGE 1 LS 1 110 449-3805 PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTEM, BR NO - 1 LF 384 115 518-1000 RAISE EXISTING BRIDGE, STA – 45+35.00 LS 1 120 519-0515 SURFACE PREPARATION SY 1333 125 519-0531 POLYMER OVERLAY SY 1333 135 521-3000 PATCHING CONCRETE BRIDGE SF 28 140 590-1000 FIBER REINFORCED POLYMER (CARBON) BR NO- 1 SY 740 145 603-1018 STN PLAIN RIP RAP, TP 1, 18 IN SY 94 150 603-7000 PLASTIC FILTER FABRIC SY 94 155 652-5451 SOLID TRAFFIC STRIPE, 5 IN, XXXXX XX 560 165 652-5452 SOLID TRAFFIC STRIPE, 5 IN, YELLOW LF 280 170 652-6502 SKIP TRAFFIC STRIPE, 5 IN, YELLOW GLF 280 175 654-1001 RAISED PVMT MARKERS TP 1 EA 16 180 999-7900 REMOVAL WATERWAY DRIFT DEBRIS AT BR NO - 1 LS 1 Line # ITEM # Description Units Est. Bid Quantity Unit Price Bid Total Price Bid 200 402-3103 RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL & H LIME TN 57 000 000-0000 TACK COAT GAL 122 000 000-0000 MILL ASPH CONC PVMT, VARIABLE DEPTH SY 828 215 449-3805 PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO - 2 LF 69 000 000-0000 RESEALING BRIDGE JOINTS, TP - D LF 56 000 000-0000 CLASS AA CONCRETE CY 2 000 000-0000 CLASS A CONCRETE, INCL REINF STEEL CY 1 000 000-0000 BAR REINF STEEL LB 1141 000 000-0000 REMOVAL OF PARTS OF EXISTING BRIDGE, BR NO - 2 LS 1 000 000-0000 FLOWABLE FILL CY 6 000 000-0000 SOLID TRAFFIC STRIPE, 5 IN, XXXXX XX 644 000 000-0000 SOLID TRAFFIC STRIPE, 5 IN, YELLOW LF 644 000 000-0000 RAISED PVMT MARKERS TP 1 EA 18 Line # ITEM # Description Units Est. Bid Quantity Unit Price Bid Total Price Bid 300 402-3103 RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL & H LIME TN 18 000 000-0000 MILL ASPH CONC PVMT, VARIABLE DEPTH SY 716 31...
- Drainage Structures. A. CORRUGATED METAL PIPE: The corrugated metal pipe required in Table B-2 will be installed as follows:
- Drainage Structures. COUNTY will maintain all drainage facilities located within the width limits of TRAIL HEAD, and COUNTY will also maintain the rip rap for the drainage culvert discharge at the TRAIL location shown in Exhibit A.
- Drainage Structures a. Roadway drainage structures such as bridges, culverts, cross pans, inlets, and curbs and gutters shall be provided as determined by design and in conformance with the County road standards.
