ATTACHMENT 2 - Drawings.pdf
PDF 2 MB Posted
- Attached to
- Johnson Running Track Repair Federal contract opportunity
- Solicitation number
- FA3016-20-R-0036
About this file
This package includes drawings and specifications for the repair of a running track at Joint Base San Antonio in Texas. The project scope involves full depth replacement of the existing rubberized running surface and installation of new rubberized material along with striping. It also requires grading grass areas adjacent to the track to allow for proper drainage away from the track within approximately five feet from the edge. The base bid covers replacement of approximately 2680 linear feet of track. There are also two bid options that would add approximately 1580 linear feet under Option 1 and 390 linear feet under Option 2. The specifications provide construction details for subgrade preparation, aggregate base installation and surface application in accordance with manufacturer requirements. The project is solicited under solicitation number FA3016-20-R-0036 by the Department of the Air Force Air Education and Training Command.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFI Responses pt2.pdf | ||
| RFI Responses.pdf | ||
| ATTACHMENT 9 - Section M Evaluation Factors.pdf | ||
| ATTACHMENT 8 - Section L Instructions to Offerors and Proposal Preparations.pdf | ||
| Attachment 7 - Construction Cost Estimate Breakdown Jan2020.xlsx | XLSX spreadsheet | |
| ATTACHMENT 5 - Submittal.xlsx | XLSX spreadsheet | |
| ATTACHMENT 4 - DD 1354 Aug 2013.pdf | ||
| ATTACHMENT 3 Wage Determination TX20200007 3Jan20.pdf | ||
| Solicitation - FA301620R0036.pdf | ||
| ATTACHMENT 8 - Section L Instructions to Offerors and Proposal Preparations.pdf | ||
| ATTACHMENT 6 - Climatology Report.pdf | ||
| ATTACHMENT 1 - SOW - SPECIFICATIONS.pdf |
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REPAIR JOHNSON RUNNING TRACK
JOINT BASE SAN ANTONIO
Scale: N.T.S
REGIONAL MAP
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JBSA - SAM HOUSTON
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CONTRACTOR'S
ENTRANCE
VISITOR'S
ENTRANCE
PROJECT
LOCATION
G-001
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JBSF203617
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JOINT BASE SAN ANTONIO
SAM HOUSTON
802d CIVIL ENGINEER SQ.
SAN ANTONIO, TX
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DRAWING INDEX
SHEET ID SHEET TITLE
GENERAL
G-001 COVER SHEET
CIVIL
C-101 DEMOLITION CONCEPT
C-102 NEW WORK CONCEPT
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42" R.C.P.
42" R.C.P.
48" R.C.P.
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C-101
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D1
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SCALE: 1" = 60'
0 30' 60' 120' 180'
SCALE: 1" = 60'
A1
DEMOLITION CONCEPT
NORTH
JBSF203617
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SCALE: NONE
D1
C-101
TYP. TRACK SECTION
~983'
~513'
153'-3"
131'-4"
100'
8" ~15'3" 9"
RUBBERIZED
SURFACE
1-1/2" HMAC
8" BASE
8" LIME STABLIZED
SUB-GRADE
IN-SITU SOIL
EXIST GRADE
CONC CURB
BASE BID ITEM
TOTAL ~2680 LF
OPTION 1
TOTAL ~1580 LF
OPTION 2
TOTAL ~390 LF
OPTION 2
TOTAL ~390 LF
OPTION 2
TOTAL ~390 LF
6" CONC MAINT.
CROSSING
6" CONC MAINT.
CROSSING
6" CONC MAINT.
CROSSING
GENERAL NOTES:
1. DATA SHOWN ON THIS DRAWING MUST BE FIELD VERIFIED BY
PRE-WORK, EXISTING CONDITIONS,TOPOGRAPHICAL SURVEY
AS REQUIRED BY SPECIFICATIONS. THIS DRAWING IS NOT
ORTHO-RECTIFIED OR IN APPROPRIATE COORDINATE SYSTEM
2. THE PURPOSE OF THIS DRAWING IS TO PROVIDE A CONCEPT
OF THE EXPECTED DEMOLITION WORK.
3. THE CONTRACTOR, UPON COMPLETION OF THE FIELD SURVEY
SHALL PREPARE DRAWINGS FOR A WORK PLAN IN
ACCORDANCE WITH THE SPECIFICATIONS AND SHALL SHOW
REQUIRED DEMOLITION FOR THE SUBMITTED PLAN
4. SAWCUT AT LOCATIONS SHOWN WHEN NEEDED
5. THERE ARE NO KNOWN MANHOLES, OR VALVES, IN THE
IMMEDIATE AREAS OF DEMOLITION, IF THE FIELD SURVEY
INDICATES THERE ARE, THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER IMMEDIATELY AND TAKE STEP TO
PROJECT THEM FROM DAMAGE.
SAWCUT IF
OPTION 1 NOT
AWARDED
SAWCUT IF
OPTION 1 NOT
AWARDED
SAWCUT IF OPTION 1
AWARD AND OPTION 2
IS NOT AWARDED
SAWCUT IF OPTION 1
AWARD AND OPTION 2
IS NOT AWARDED
SAWCUT IF OPTION 1
AWARD AND OPTION 2
IS NOT AWARDED
AREA INLET WITH PIPE
USE CARE TO
PROTECT INLET AND
PIPE IF OPTION 1
AWARDED
DICKMAN ST
W O
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42" RCP STORM48" RCP STORM
EXIST. DROP
INLETS
GENERAL NOTES:
6. THERE IS AT LEAST 1 DROP INLET IN THE INFIELD NEXT TO
THE TRACK THAT MAY BE AFFECTED IF OPTION 1 IS
AWARDED. THE CONTRACTOR SHALL TAKE CARE TO LOCATE
THESE EXISTING LINES TO PROTECT FROM DAMAGE. THE
DEPTH, MATERIAL, AND CONDITION OF THE LINES ARE
UNKNOWN AND THE CONTRACTOR SHALL PLAN TO PROTECT.
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C-102
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SCALE: 1" = 60'
0 30' 60' 120' 180'
SCALE: 1" = 60'
A1
NEW WORK CONCEPT
NORTH
JBSF203617
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EXIST GRADE
RUBBERIZED
SURFACE
1-1/2" HMAC
8" LIME STABLIZED
SUB-GRADE
GEOGRID
8" BASE
IN-SITU SOIL
1% SLOPE OF CROWN
2' DITCH
SOIL /
SOD
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C H
CONC CURB
153'-3"
131'-4"
~513' ~983'
100'
OPTION 1
TOTAL ~1580 LF
OPTION 2
TOTAL ~390 LF
OPTION 2
TOTAL ~390 LF
BASE BID ITEM
TOTAL ~2680 LF
OPTION 2
TOTAL ~390 LF
SCALE: NONE
D1
C-101
TYP. TRACK SECTION
D1
C-102
2'-0" 8" 15' 8" 2'-0" 1'-0"
GENERAL NOTES:
1. DATA SHOWN ON THIS DRAWING MUST BE FIELD VERIFIED BY
PRE-WORK, EXISTING CONDITIONS,TOPOGRAPHICAL SURVEY
AS REQUIRED BY SPECIFICATIONS. THIS DRAWING IS NOT
ORTHO-RECTIFIED OR IN APPROPRIATE COORDINATE SYSTEM
2. THE PURPOSE OF THIS DRAWING IS TO PROVIDE A CONCEPT
OF THE EXPECTED NEW WORK.
3. THE CONTRACTOR, UPON COMPLETION OF THE FIELD SURVEY
SHALL PREPARE DRAWINGS FOR A WORK PLAN IN
ACCORDANCE WITH THE SPECIFICATIONS AND SHALL SHOW
REQUIRED WORK FOR THE SUBMITTED PLAN
4. THERE IS AT LEAST 1 DROP INLET THAT SHALL BE TAKEN INTO
CONSIDERATION FOR THE WORK PLAN FOR TARGET
ELEVATIONS OF THE DRESSED DITCH LINE TO PROVIDE
DRAINAGE.
5. CONSTRUCTION OF PAVEMENT SUBGRADE AND
AGGREGATE BASE COURSE SHALL FOLLOW PROCEDURES
AND SPECIFICATIONS OUTLINED IN ASTM, TXDOT AND
OTHER STANDARDS REFERENCED OR PART OF THE
PROJECT SPECIFICATIONS.
GENERAL NOTES:
6. RUNNING TRACK RUBBERIZED SURFACE SHALL BE
INSTALLED STRICTLY AS PER PRODUCT
MANUFACTURER'S SPECIFICATIONS AND TOLERANCES
AND AS APPROVED BY THE CONTRACTING OFFICER.
LEVELS, COLOR, TONE AND TEXTURE SHALL BE AS
SUBMITTED AND APPROVED. COMPLY WITH CURING TIME
REQUIREMENTS ON ASPHALT PRIOR TO APPLICATION.
7. THE PROJECT DRAWINGS AND SPECIFICATIONS SHALL BE
CONSIDERED COOPERATIVE; THEREFORE, WORK OR
MATERIAL CALLED FOR BY ONE AND NOT SHOWN OR
MENTIONED IN THE OTHER SHALL BE ACCOMPLISHED AND
FURNISHED IN A FAITHFUL MANNER AS THOUGH
REQUIRED BY ALL.
DRESS EXIST. DITCH FOR
DRAINAGE - BASE BID
DRESS EXIST. DITCH FOR
DRAINAGE -OPTION 1
EXIST INLET TO REMAIN
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| C-102 NEW WORK CONCEPT |
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