J3 PLANS.pdf
PDF 14 MB Posted
- Attached to
- 76 Bridge Replacement Federal contract opportunity
- Solicitation number
- 12343420Q0012
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| J10 SignInSheetNForkBridgePreBid.pdf | ||
| J8 76-21.60_NFrkCranberryRiver_Plans.pdf | ||
| J9 ErectionNorthForkimages.jpg | JPG image | |
| J7 NorthForkPrebidQestions.pdf | ||
| J2 Statement of Work - REVISED.pdf | ||
| J5 Wage Determination WV20200020.pdf | ||
| J1 Specification Statement.pdf | ||
| RFQ_12343420Q0012_061620 sk.pdf | ||
| J2 Statement of Work.pdf | ||
| J6 Site Visit Location Map North.kmz.jpg | JPG image | |
| J4 Schedule of Items.pdf |
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Text version
ROUGH RUN BRIDGE:
!!POSTED WEIGHT LIMIT 3 TONS!!
LOW WATER CROSSING IS OPEN
LOW BOY TRAILERS NOT PASSABLE
NORTH ABUTMENT ACCESS POINT:
CRANBERRY CAMPGROUND
CRANBERRY RIVER LOW WATER CROSSING:
!!CLOSED TO VEHICULAR TRAFFIC!!
SOUTH ABUTMENT ACCESS POINT:
CRANBERRY GLADES BOTANICAL AREA
PROJECT
LOCATION
FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
FR 76 CRANBERRY RIVER - NORTH FORK BRIDGE REPLACEMENT
Directions to work site from the Gauley Ranger station, drive East on Route 39 19.9 miles to FR 102 South Fork Cranberry River (Cranberry Glades Botanical Area). Follow FR 102 South Fork Cranberry River past the Cranberry Glades Boardwalk to the gate on FR 102 2.4 miles. Once through the gate, the work site is at the intersection of FR 102 and FR 76 near the North Fork Liming Station.
RECOMMENDED BY:
APPROVED:
DESIGNER
DISTRICT RANGER
DATE
DATE
REGIONAL BRIDGE ENGINEER
DATE
FOREST ENGINEER
DATE
5/3 /20
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West Virginia
Pocahontas Co.
Region 9
Monongahela National Forest
Gauley Ranger District
INDEX OF SHEETS
PAGE DESCRIPTION
LAST
DATE OF
REVISION
1 TITLE SHEET 5/3/2020
2 LOCATION MAP 5/3/2020
3 GENERAL NOTES 5/3/2020
4 SCHEDULE OF ITEMS 5/3/2020
5 SITE MAP 5/3/2020
STRUCTURE
REQUIREMENTS
5/3/2020
7 TO 9 STRUCTURE DETAILS 5/3/2020
10 TYPICALS 5/3/2020
11 TO 12 SITE PICTURES 5/3/2020
ROUGH RUN BRIDGE:
!!POSTED WEIGHT LIMIT 3 TONS!!
LOW WATER CROSSING IS OPEN
LOW BOY TRAILERS NOT PASSABLE
NORTH ABUTMENT ACCESS POINT:
CRANBERRY CAMPGROUND
CRANBERRY RIVER LOW WATER CROSSING:
!!CLOSED TO VEHICULAR TRAFFIC!!
SOUTH ABUTMENT ACCESS POINT:
CRANBERRY GLADES BOTANICAL AREA
PROJECT
LOCATION
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
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(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
LOCATION MAP
05-2020
AT
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20-004-02E
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
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(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
GENERAL NOTES
05-2020
AT
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20-004-02E
GENERAL NOTES
Scope Of Work This work shall consist of contractor furnishing all materials, labor , and equipment to complete the said project. Contract consists of removing an exiting bridge, performing modifications to the exiting abutments as required to install a new Government Furnished Bridge.
Governing Specifications and Permits The “Standard Specifications For Construction of Roads and Bridges on Federal Highway Projects, FP-14” along with the "Forest Service Supplemental Specifications, FSSS" (attached in contract package) will be the standard specifications to be used for this project.
Traffic Control Traffic Control Plan shall be in place and approved by the COR before any construction works is started. Special considerations for pedestrian traffic shall be part of this plan prior to acceptance.
Work Dates The Contractor must present a project schedule to the COR 10 days in advance of the pre-work conference. If there is a change in the work schedule a revised copy must be submitted to the COR as soon as possible. Contractor must work diligently to begin and complete the project according to the approved schedule. Contractor shall be required to work between 6am-6pm Monday through Friday excluding holidays and weekends unless otherwise approved by COR.
Required Submittals The following submittals shall be approved by the COR before ordering, delivery, or placement on site:
· Schedule
· Safety/Construction Plan
· Structure Submittals (Load Calculation/Certifications, Dimensions, Materials, Paint, Rail)
· Foundation Plan
· Erosion Control Materials
· Other materials- as noted by CO
Work Quality Assurance The contractor shall schedule inspections with the CO to assure contract compliance at the following stages:
· Mobilization for weed free equipment inspection
· Removal of concrete from existing abutments
· Installation of bridge safety features
· Waste area rehabilitation activities
Construction Survey and Staking Forest Service shall provide control points and bench marks for the project. Contractor shall provided all equipment, labor, and materials required to establish construction survey and staking required to complete the said project. Acceptable tolerances and methods are outlined in section 152. All work shall be considered incidental to construction, and no separate pay item is identified in this contract.
In Stream Work No in stream work shall be permitted on this project with heavy equipment of any type or size. Contractor may utilize scaffolding or other permissible methods to perform work on abutments and to safely remove existing/install new bridge.
Contractor shall limit disturbance in the stream as much as feasible. Contractor shall also make necessary arrangements to not contaminate the stream with foreign materials during the performance of this contract.
Staging Area Contractor is permitted to use the parking area at the North Fork Liming Station to house materials and supplies, turn equipment, and locate a portable toilet. Contractor shall ensure access is maintained for WV DNR staff to operate liming station.
Utilities The Contractor is advised that no known utilities exist within the construction limits. This shall be verified through MISS UTILITY of West Virginia, 1-800-245-4848, before construction begins. Contractor must present COR with the ticket generated by MISS UTILITY of West Virginia.
Waste Material A waste site will be identified within the project area by the COR. All waste sites shall be shaped to drain, seeded and mulched as per contract specifications. Woody debris shall be separated from waste soil so that wood is not buried in the fill.
Contractor shall dispose of waste material in accordance with federal, state, and local regulations. Topsoil shall be removed and stock pile until waste area re-construction is approved for topsoil replacement by the COR.
20301-0400 Removal of Existing Bridge The contractor shall remove, and dispose of existing bridge and waste in accordance with federal, state, and local regulations.
Contractor shall obtain documentation of proper handling to COR prior to payment. Contractor shall also remove necessary concrete and fill to accommodate the new structure as approved in the submitted foundation plan. Forest Service shall provide contractor as much information on the existing structure as possible.
30105-1000 Subbase Grading A, AASHTO #3 Contractor shall utilize item 30105-1000 where COR deems necessary to repair base failures on the haul route or within the project limits. All excavation required to place item 30105-1000 shall be considered incidental to construction.
30110-0000 Aggregate Surface Course Compaction- Moisten or dry the aggregate to a uniform moisture content between 5 and 7 percent based on total dry weight of the mixture. Operate rollers and compact as specified in Subsection 204.11(a)(1). Contractor shall place, moisten, and compact with approved compaction equipment within the project area as well as anywhere item 30105-1000 was placed.
55312-0000 Installation of Modular Bridge System Contractor shall meet the guidelines shown on sheet 06 for Structure Requirements. Contractor shall submit initial structure submittals within 10 days of the Notice to Proceed. Contractor is responsible for all labor, materials, and equipment required to install the Modular Bridge system.
Minor site work may be required for the crane to operate safely. Contractor shall remove any features or modifications to the site when such modifications are no longer needed to perform work. Contractor shall consider all costs for such work incidental to item 55312-0000.
Item 62503 Turf Establishment Seed and mulch all disturbed areas. All work to spread lime, fertilizer, seed, and mulch shall be performed during one seeding season. Do not plant in frozen ground, when snow covers the ground, or when the soil is in an unsatisfactory condition for planting. The surface of all areas to be seeded shall be loosened to a depth of 3" by disking or another approved method. Any seed that needs an inoculant shall have it applied by the recommended method and at double the recommended rate. Seed shall be West Virginia certified seed. Seed certification bag tags shall be attached to each bag, and meet state standards for their certified seed classification.
The seed mixture and dry application rates are as follows:
March 15-May 15: Annual Rye at 50lbs/Ac May 15-July 31 : Spring Oats at 50lbs/Ac August 1-October 15: Annual Rye at 50lbs/Ac October 15-March 15: Cereal Rye (Abruzzi) at 50 lbs/Ac
63308-0000 Object Marker Contractor shall use Type 3 High Intensity Prismatic sheeting for item 63308-0000. Contractor shall furnish all labor, materials, and equipment required to install item 63308-0000, see sign installation typical in the plans.
Item 63308-0000 shall also include the removal/salvage/reinstallation/disposal of all existing signs on site as required for constuction, Contractor shall treat signs as noted by COR.
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
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.D W
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(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
SCHEDULE OF ITEMS
05-2020
AT
AT
20-004-02E
FR 76 CRANBERRY RIVER - NORTH FORK BRIDGE REPLACEMENT
SCHEDULE OF ITEMS
ITEM
NUMBER ITEM DESCRIPTION METHOD OF
MEASUREMENT UNIT QUANTITY
15101-0000 MOBILIZATION LSQ EA 1
15701-0000 SOIL EROSION CONTROL LSQ EA 1
20301-0400 REMOVAL OF EXISTING BRIDGE LSQ EA 1
30105-1000 SUBBASE GRADING A, AASHTO #3 AQ TON 25
30110-0000 AGGREGATE SURFACE COURSE AQ TON 125
55312-0000 INSTALLATION OF MODULAR BRIDGE SYSTEM LSQ EA 1
62503-0000 TURF ESTABLISHMENT LSQ EA 1
63308-0000 OBJECT MARKER (2 LEFT, 2 RIGHT) DQ EA 4
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
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.D W
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(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
SITE MAP
05-2020
AT
AT
20-004-02E
EXISTING BRIDGE TO BE
REMOVED AND REPLACED
NORTH FORK OF CRANBERRY RIVER
SOUTH FORK OF
CRANBERRY RIVER
F
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FR 76 CRANBERRY RIVER
FR 102 SOUTH FORK CRANBERRY RIVER
STAGING AREA
NORTH FORK SHELTER
AutoCAD SHX Text North Fork Cranberry DNR Liming Station
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
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(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STRUCTURE
REQUIREMENTS
05-2020
AT
AT
20-004-02E
STRUCTURE REQUIREMENTS
DIMENSION CONSTRAINTS
MINIMUM CLEAR DISTANCE BETWEEN TRAFFIC BARRIERS = 13'-0"
MAXIMUM STRUCTURE HEIGHT INCLUDING BEARING DEVICES AND DECKING = 3'-3"
OVERALL STRUCTURE LENGTH = 59'-0"
NEW STRUCTURE SHALL UTILIZE THE EXISTING BRIDGE SEATS
BASE REQUIREMENTS (REFER TO FOREST SERVICE HANDBOOK FSH 7709.56b CHAPTER 70)
· DESIGN GUIDELINES = AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
· DESIGN LOADS = HL-93, ALL SHV's, NRL, WVSU4, WVSU40, WVSU45, WV 3S55, WV3S60
· DESIGN SPEED = 10 MPH
· GEOMETRIC GUIDELINES = AASHTO GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW
VOLUME LOCAL ROADS
· LIVE LOAD DEFLECTION = L/360
· RAILING TEST LEVEL = TL 2
· COATING REQUIREMENTS = MUST USE A MINIMUM INDUSTRY STANDARD COATING FOR
COROSION RESISTANCE FOR STEEL IF NOT USING WEATHERING STEEL. COLOR SHALL BE
BROWN, GREEN, OR BLACK.
· BEARING DEVICES FOR CONCRETE OR STEEL STRUCTURES SHALL MADE OF ELASTOMERIC
BEARING PADS DESIGNED FOR SAID SUPERSTRUCTURE.
· IF WOOD IS THE DESIRED STRUCTURE SUBMITTAL PLEASE REFER TO AASHTO M168, AWPA
BOOK OF STANDARDS, FOR ACCORDING DESIGN PREFERENCES/STANDARDS.
· STRUCTURE DESIGN SHALL NOT BE FRACTURE CRITICAL IN NATURE.
SUBMITTAL REQUIREMENTS
1. SHOP DRAWINGS
2. HL-93 LOAD RATING AS WELL AS LRFD LOAD RATINGS FOR DESIGN LOADS LISTED ABOVE-
WITH DESIGN CALCULATIONS PREPARED
3. RAILING CERTIFICATION- WITH DESIGN CALCULATIONS PREPARED
4. PAINT COLOR, SPECIFICATIONS, AND APPLICATION METHOD
5. BEARING DEVICES
6. ALL FINAL DOCUMENTATION STAMPED BY WEST VIRGINIA LICENSED REGISTERED
PROFESSIONAL ENGINEER
NOTE: CONTRACTOR SHALL SUBMIT REQUIRED SUBMITTALS IN A TIMELY MANOR FROM THE TIME OF NOTICE TO PROCEED. THE FOREST SERVICE SHALL REVIEW, COMMENT, AND ACCEPT IN A TIMELY MANOR. FROM RECEIPT OF SUBMITTAL OR COMMENTS, ACTION ON SAID CORRESPONDENCE SHALL BE
RESPONDED TO WITHIN 5 BUSINESS DAYS.
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
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.D W
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(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STRUCTURE DETAILS
(PROFILE VIEW)
05-2020
AT
AT
20-004-02E
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EXISTING BRIDGE SEAT MODIFICATIONS
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SURVEY BENCHMARK ELEVATION=995.00'
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APPROXIMATE 100 YR FLOOD BENCHMARK=996.71'
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ROADWAY APPROACH APPROXIMATE ELEV.=1001.75'
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EXISTING STRUCTURE-PROFILE VIEW NOT TO SCALE
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SURVEY BENCHMARK ELEVATION=995.00'
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APPROXIMATE 100 YR FLOOD BENCHMARK=996.71'
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EXISTING ROADWAY APPROACH APPROXIMATE ELEV.=1001.75'
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PROPOSED STRUCTURE-PROFILE VIEW NOT TO SCALE
AutoCAD SHX Text BRIDGE SEAT MAY NEED MODIFIED TO ACCEPT REPLACEMENT STRUCTURE (SEE SHEET 9 ABUTMENT DETAILS)
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EXISTING STREAMBED NOT TO BE DISTURBED
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PROJECT NAME
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
:1
8 A
JT
AY
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R C:
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OR
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F
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ID
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CE
ME
NT
.D W
G;
(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STRUCTURE DETAILS
(PLAN VIEW)
05-2020
AT
AT
20-004-02E
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EXISTING BRIDGE SEAT
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EXISTING WINGWALL AND BACKWALL
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EXISTING STRUCTURE-PLAN VIEW NOT TO SCALE
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EXISTING ROADWAY APPROACH
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PANEL "A"
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PANEL "B"
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6X4 AROUND WEB OPENINGS ENTIRE LENGTH
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1" DYWIDAG STRESSING ROD THROUGH GUARDRAIL POSTS STRESSES PANELS TOGETHER
AutoCAD SHX Text STRESSING ROD STRESSES TRUSSES TOGETHER TO FORM PANELS MIXTURE OF 1" & 1-1/4" DYWIDAG RODS/NUTS
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EXPOSED TOP OF EXISTING WINGWALL
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BASE OF ABUTMENT
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ABUTMENT FOOTING
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PARTIALLY EXPOSED FOOTING
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SLOPED ABUTMENT WALL
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PROJECT NAME
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
:1
8 A
JT
AY
LO
R C:
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OR
TH
F
OR
K
BR
ID
GE
R
EP
LA
CE
ME
NT
.D W
G;
(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
STRUCTURE DETAILS
(ABUTMENT DETAILS)
05-2020
AT
AT
20-004-02E
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EXISTING BRIDGE SEAT
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EXISTING WINGWALL AND BACKWALL
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ABUTMENT DETAIL-PLAN VIEW NOT TO SCALE
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ABUTMENT MODIFICATION DETAIL-SECTION A-A NOT TO SCALE
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EXISTING BRIDGE SEAT
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BASE OF ABUTMENT
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ABUTMENT FOOTING
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SLOPED ABUTMENT WALL
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ORIGINAL BRIDGE SEAT
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BRIDGE SEAT MODIFICATIONS CAN BE REMOVED AS NEEDED TO ACCOMMODATE NEW STRUCTURE
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PROJECT NAME
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
:1
8 A
JT
AY
LO
R C:
\U
SE
RS
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TO
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ID
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LA
CE
ME
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.D W
G;
(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
TYPICALS
05-2020
AT
AT
20-004-02E
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SEED & MULCH
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AS STAKED
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1.5:1 TYP. OR
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AS STAKED
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1:1 TYP. OR
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1'-0" TYP.
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PROFILE
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GRADE
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SEED & MULCH
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ITEM 30110 AGGREGATE SURFACE COURSE, COMPACTION B
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ITEM 30105-1000 SUBBASE GRADING A, AASHTO 3, COMPACTION B
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CLEARING LIMITS - MIN. 6'-0' EACH SIDE DESIGNED ROAD BED
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TYPICAL ROADWAY SECTION NOT TO SCALE
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*SEE GENERAL NOTES FOR CRUSHED AGGREGATE BASE FOR LOCATIONS AND DEPTHS
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
:1
8 A
JT
AY
LO
R C:
\U
SE
RS
\A
JT
AY
LO
R\
DE
SK
TO
P\
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R
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BR
ID
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R
EP
LA
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ME
NT
\1_
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R
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D
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A
PR
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CO
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NB
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IV
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OR
TH
F
OR
K
BR
ID
GE
R
EP
LA
CE
ME
NT
.D W
G;
(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
PICTURES
05-2020
AT
AT
20-004-02E
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1-UPSTREAM PROFILE
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2-DOWNSTREAM PROFILE
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3-BRIDGE SEAT PROFILE
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4-BRIDGE SEAT BRACKET
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
5/3 /20
:1
8 A
JT
AY
LO
R C:
\U
SE
RS
\A
JT
AY
LO
R\
DE
SK
TO
P\
-0
-0
2E F
R
C
RA
NB
ER
RY
R
IV
ER
- N
OR
TH
F
OR
K
BR
ID
GE
R
EP
LA
CE
ME
NT
\1_
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D
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R
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D
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S\
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NB
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R
IV
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- N
OR
TH
F
OR
K
BR
ID
GE
R
EP
LA
CE
ME
NT
.D W
G;
(R09)
EAST REGION
FR 76 CRANBERRY
RIVER - NORTH FORK
BRIDGE
REPLACEMENT
MONONGAHELA
NATIONAL FOREST
GAULEY RANGER DISTRICT
PICTURES
05-2020
AT
AT
20-004-02E
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5-UNERSIDE SUPERSTRUCTURE
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6-SOUTHERN BRIDGE APPROACH
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7-STAGOMG AREA AT LIMING STATION
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8-BRIDGE SEAT BRACKET
| Sheets and Views |
| FR 76 Cranberry River- North Fork Bridge Replacement-Title |
| FR 76 Cranberry River- North Fork Bridge Replacement-Location Map |
| FR 76 Cranberry River- North Fork Bridge Replacement-GENERAL NOTES |
| FR 76 Cranberry River- North Fork Bridge Replacement-SOI |
| FR 76 Cranberry River- North Fork Bridge Replacement-SITE MAP |
| FR 76 Cranberry River- North Fork Bridge Replacement-STRUCTURE REQUIREMENTS |
| FR 76 Cranberry River- North Fork Bridge Replacement-STRUCTURE DETAILS1 |
| FR 76 Cranberry River- North Fork Bridge Replacement-STRUCTURE DETAILS2 |
| FR 76 Cranberry River- North Fork Bridge Replacement-STRUCTURE DETAILS3 |
| FR 76 Cranberry River- North Fork Bridge Replacement-TYPICALS1 |
| FR 76 Cranberry River- North Fork Bridge Replacement-PICTURES1 |
| FR 76 Cranberry River- North Fork Bridge Replacement-PICTURES2 |
File details come from the government source that posted it. Updated .