Atch 3 - Plans West Table Creek Pavement Repairs.pdf
PDF 2 MB Posted
- Solicitation number
- 1240LT24R0014
- Issued by
-
Department of Agriculture Forest Service
About this file
This document contains construction drawings and plans for the West Table Road and Parking Areas Preventative Maintenance project for the Bridger-Teton National Forest, Jackson Ranger District. The project involves crack sealing and slurry sealing of existing asphalt concrete roads and parking lots, as well as optional tasks to replace a concrete sidewalk and remove adjacent trees. Key details include the project location, a site plan showing the work areas, a striping plan for ADA-compliant parking stalls, and construction details for the concrete sidewalk.
The related federal contract opportunity, Solicitation Number 1240LT24R0014, is seeking proposals for the Sheep Gulch and West Table Creek Pavement Repairs project. The work includes major items of asphalt crack sealing and slurry sealing, as well as minor items such as installing new concrete wheel stops and pavement markings. The project has both base and optional bid items. The project sites are located approximately 33 miles southwest of Jackson, WY for Sheep Gulch and 26 miles southwest of Jackson, WY for West Table.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 1240LT24R0014 Sheep Gulch - West Table Pavement Rpr.pdf | ||
| Atch 5 - Wage Rates WY20230038.pdf | ||
| Atch 2 - Plans Sheep Gulch Pavement Repairs.pdf | ||
| Atch 4 - FSSS Specs.pdf | ||
| Atch 1 - SOI Schedule of Items.xlsx | XLSX spreadsheet |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
WEST TABLE ROAD AND PARKING AREAS
FROM THE JACKSON RANGER DISTRICT OFFICE, TRAVEL SOUTH ON STATE HIGHWAY 191 TOWARD
ALPINE FOR 26 MILES. TURN LEFT ONTO WEST TABLE BOAT RAMP ROAD.
GREAT DIVIDE DISTRICT OFFICE
22223 STATE HIGHWAY 13
GLIDDEN, WI 54527
PREVENTATIVE MAINTENANCE
APPROVED BY:
FOREST ENGINEER
DISTRICT RANGER
DATE
DATE
3/3 0/2
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WYOMING
LINCOLN COUNTY
INTERMOUNTAIN REGION
BRIDGER-TETON NATIONAL FOREST
JACKSON RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G1 COVERSHEET 3/30/2023
G2 SITE PLAN 3/30/2023
G3 STRIPING PLAN 3/30/2023
G4 SITE PLAN - OPTIONAL BID ITEMS 3/30/2023
G5 DETAILS 3/30/2023
TYPE OF CONSTRUCTION:
CRACK SEAL AND SLURRY SEAL ASPHALT PAVEMENT SURFACE.
U.S. CUSTOMARY DIMENSIONS SPECIFICATIONS:
"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON
FEDERAL HIGHWAY PROJECTS, FP-14"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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REGION 4
INTERMOUNTAIN REGION
WEST TABLE ROAD
AND PARKING AREAS
PREVENTATIVE
MAINTENANCE
BRIDGER-TETON
NATIONAL FOREST
JACKSON RANGER DISTRICT
SITE PLAN
02/01/2023
P.WONG
P.WONG
J. KRIEG
G2 2 5
NOTES:
1. CRACK SEAL AND SLURRY SEAL ALL HATCHED
ASPHALT CONCRETE ROADS AND PARKING LOTS.
2. DO NOT SLURRY SEAL EXISTING PORTLAND
CEMENT CONCRETE BOAT RAMPS.
LEGEND
ASPHALT
CONCRETE
H
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WEST TABLE BOAT
RAMP ACCESS
ROAD ENTRANCE
PORTLAND CEMENT
CONCRETE BOAT RAMPS
SLURRY SEAL EXISTING
PAVEMENT AREAS, TYP
SEE NOTE 1
KIOSK
RESTROOMS
SPECIAL USE
PARKING LOT
EXCESS PARKING
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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REGION 4
INTERMOUNTAIN REGION
WEST TABLE ROAD
AND PARKING AREAS
PREVENTATIVE
MAINTENANCE
BRIDGER-TETON
NATIONAL FOREST
JACKSON RANGER DISTRICT
STRIPING PLAN
02/01/2023
P.WONG
P.WONG
J. KRIEG
G3 3 5
NOTES:
1. ADD STRIPE AND HATCHING FOR ONE (1)
VAN-ACCESSIBLE AND ONE (1) NON-VAN
ACCESSIBLE PARKING STALL. SEE SHEET G5 FOR
DIMENSIONS.
REMOVE AND REPLACE
WHEEL STOPS FOR EACH
PARKING STALL (20'X10'), TYP
USE A DOUBLE COAT TO
RESTRIPE EXISTING
PARKING STALLS (20'X10').
WITH TYPE B PAINT, TYP
TWO (2) ADA ACCESSIBLE
PARKING STALLS. SEE NOTE 1
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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REGION 4
INTERMOUNTAIN REGION
WEST TABLE ROAD
AND PARKING AREAS
PREVENTATIVE
MAINTENANCE
BRIDGER-TETON
NATIONAL FOREST
JACKSON RANGER DISTRICT
SITE PLAN
OPTION BID ITEMS
02/01/2023
P.WONG
P.WONG
J. KRIEG
G4 4 5
REMOVE EXISTING 2200 SF ASPHALT
SIDEWALK AND REPLACE WITH 4" DEPTH
PORTLAND CEMENT CONCRETE
SIDEWALK. SEE SHEET G5
REMOVE TREES ADJACENT
TO ASPHALT SIDEWALK.
REFER TO SECTION 202 -
ADDITIONAL CLEARING AND
GRUBBING
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3' - 5'
SEE P SHEETS
4"
1"
4"
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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REGION 4
INTERMOUNTAIN REGION
WEST TABLE ROAD
AND PARKING AREAS
PREVENTATIVE
MAINTENANCE
BRIDGER-TETON
NATIONAL FOREST
JACKSON RANGER DISTRICT
DETAILS
02/01/2023
P.WONG
P.WONG
J. KRIEG
G5 5 5
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4" MIN. DEPTH COMPACTED BASE COURSE - GRADING C
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EXISTING GRADE
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2% OUTSLOPE
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EXCAVATE 2" OF SUBGRADE FOR CONC. PATH
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SUBGRADE
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4" DEPTH COLORED CONCRETE
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BACKFILL WITH NATIVE SOIL TO TOP OF FINISHED SIDWALK
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FINISHED GRADE
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W/LIGHT BROOM
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4" CONC. PATH
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FINISH
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SUBGRADE COMPACT AS SPECIFIED
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CRUSHED AGGREGATE BASE COMPACT
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CONC. PATH W/ BROOM FINISH
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TYPICAL CONCRETE SIDEWALK/PATH SECTION ON GRADE (NTS)
AutoCAD SHX Text NOTE: 1. ALL CONCRETE PATHS SHALL BE INTEGRALLY COLORED BROWN CONCRETE. BOTH CONCRETE ALL CONCRETE PATHS SHALL BE INTEGRALLY COLORED BROWN CONCRETE. BOTH CONCRETE AND ASPHALT PATHS SHALL BE LONGITUDINALLY SLOPED AT 5% OR LESS UNLESS OTHERWISE NOTED. SEE P SHEETS FOR ADDITIONAL INFORMATION. CROSS SLOPES SHOULD NOT EXCEED 2% BUT MAY BE UP TO 5% TO ENSURE PROPER DRAINAGE. 2. SEE CONCRETE FINISH DETAILS FOR CONCRETE PATHS ON THIS SHEET. SEE CONCRETE FINISH DETAILS FOR CONCRETE PATHS ON THIS SHEET. 3. CONCRETE PATHS SHALL RECEIVE SYMBOL STAMPING AS IDENTIFIED IN THE INTERPRETIVE CONCRETE PATHS SHALL RECEIVE SYMBOL STAMPING AS IDENTIFIED IN THE INTERPRETIVE EXHIBIT FABRICATION AND INSTALLATION SPECIFICATIONS AND GUIDELINES. 4. PATH SUBGRADE CONSTRUCTION SHALL BE PAID FOR UNDER SECTION 312100 INCLUDING PATH SUBGRADE CONSTRUCTION SHALL BE PAID FOR UNDER SECTION 312100 INCLUDING CLEARING AND GRUBBING, SELECT BORROW AND ANY EXCAVATION AND/OR EMBANKMENT NECESSARY TO CONSTRUCT THE PATH. CONCRETE AND AGGREGATE BASE SHALL BE PAID FOR UNDER SECTION 033540. 5. CONCRETE PATHS SHALL HAVE SCORELINES EVERY 5-FEET O.C. AND EXPANSION JOINTS CONCRETE PATHS SHALL HAVE SCORELINES EVERY 5-FEET O.C. AND EXPANSION JOINTS EVERY 20-FEET O.C.
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TYPICAL SLAB SECTION
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HAND TOOLED CONTRACTION JOINT
CONCRETE FINISH DETAILS (NTS) (NTS)
| Sheets and Views |
| West Table Pavement Repairs_v2-Cover Sheet |
| West Table Pavement Repairs_v2-Site Plan |
| West Table Pavement Repairs_v2-Striping |
| West Table Pavement Repairs_v2-Opt Items |
| West Table Pavement Repairs_v2-Details |
| 2023-04-10T08:35:57-0600 | |
| MICHAEL OLTMAN |
| 2023-04-10T11:48:41-0600 | |
| TODD STILES |
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