Attach-1-Final Drawing Set_revised.pdf

PDF 1 MB Posted Apr 12, 2021

Attached to: SAN MARCOS PAVING Federal contract opportunity
Solicitation number: 140F0121R0020
Issued by: Department of the Interior Fish and Wildlife Service

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Other files for this federal contract opportunity

Other files attached to SAN MARCOS PAVING, newest first.
File	Type	Posted
Attach-4-Past Performance and Clauses.pdf	PDF	Apr 12, 2021
Attach-5-DBA Min. Wage Rates.pdf	PDF	Apr 12, 2021
Attach-3-Price Sheet.xls	XLS spreadsheet	Apr 12, 2021
Sol_140F0121R0020.pdf	PDF	Apr 12, 2021
Attach-2-Final Specification Set.pdf	PDF	Apr 12, 2021

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EXISTING

TANKHOUSE

4 8

ADMIN.

BUILDING

PROJECT #1 LOCATIONNEW 10' WIDE GRAVEL SURFACINGASSET #10006335SEE SHEET 5

PROJECT #1 LOCATION

NEW 10' WIDE GRAVEL SURFACING

ASSET #10006335

SEE SHEET 5

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EOP

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EXISTING RACEWAYS

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EXISTING RESEARCH POND/TEST PAD

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SOUTH BUILDING

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EXISTING GREENHOUSE

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TO I-35

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EXISTING VEHICLE AND MAINTENANCE BUILDINGS

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MAIN ENTRANCE

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EXISTING ELECTRICAL SERVICE (APPROXIMATE)

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PRIMITIVE RD.

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SEE SHT. 4 FOR DETAIL

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MIRROR LINE

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PROJECT #2 LOCATION NEW 4" OVERLAY ASSET #10048764 SEE SHEET 4

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DRAWN:

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DESIGN:

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CHECK:

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SHT. NO.

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DIVISION OF ENGINEERING

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U.S. FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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SEQ. NO.

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DRAWING FILENAME AND NUMBER

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DATE:

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SM_FAC IMPRV_3-1-18

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2018 ROAD IMPROVEMENTS

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SITE PLAN

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GENERAL

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2F-TX-831-65.0

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R. BACA

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ARC

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R. RAYNER

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TEXAS

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HAYS COUNTY

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SAN MARCOS AQUATIC RESOURCES CENTER

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3O0 FEET

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SITE PLAN

454'

TYP.

630'

TYP.

290'

TYP.

148'

TYP.

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EXISTING RACEWAYS

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EXISTING RESEARCH POND/TEST PAD

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SOUTH BUILDING

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EXISTING GREENHOUSE

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SEE SHT. 4 FOR DETAIL

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MIRROR LINE

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EOP

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TO I-35

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PRIMITIVE RD.

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SEE TYPICAL ROAD CURVATURE DETAIL SHEET 5

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DRAWN:

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DESIGN:

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CHECK:

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SHT. NO.

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DIVISION OF ENGINEERING

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U.S. FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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SEQ. NO.

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DRAWING FILENAME AND NUMBER

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DATE:

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SM_FAC IMPRV_3-1-18

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2018 ROAD IMPROVEMENTS

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SITE PLAN PROJECT #1

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GENERAL

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2F-TX-831-65.0

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R. BACA

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ARC

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R. RAYNER

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TEXAS

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HAYS COUNTY

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SAN MARCOS AQUATIC RESOURCES CENTER

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3O0 FEET

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SITE PLAN

DRAWN:

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DESIGN:

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CHECK:

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SHT. NO.

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DIVISION OF ENGINEERING

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U.S. FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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SEQ. NO.

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DRAWING FILENAME AND NUMBER

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DATE:

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SM_FAC IMPRV_3-1-18

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2018 ROAD IMPROVEMENTS

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ROAD CURVATURE DESIGN

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CIVIL

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2F-TX-831-65.0

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R. BACA

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ARC

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R. RAYNER

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TEXAS

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HAYS COUNTY

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SAN MARCOS AQUATIC RESOURCES CENTER

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AutoCAD SHX Text GENERAL NOTES: 1. INSTALL NEW GRAVEL ROAD OF APPROXIMATELY 3,930 FEET BY 10 FEET WIDE AT BARTON SPRINGS SALAMANDER BUILDING AND GREENHOUSE. 2. SEE SHEET 3 FOR DIMENSIONS. 3. POND CONFIGURATION NOT SHOWN FOR CLARITY. 4. MANHOLES & VALVES NOT SHOWN FOR CLARITY.

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P.T. END CURVE

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3O FEET

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P.T. BEGIN CURVE

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P.T. BEGIN CURVE

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P.T. END CURVE

TYP. ENLARGED PLAN-ROAD CURVATURE DESIGN

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EXISTING GROUND

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SEPARATION FABRIC

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COMPACTED SUBGRADE

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OF ROAD

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COMPACTED BACKFILL

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CONCRETE

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LEGEND

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EXISTING GROUND

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GRAVEL ROAD BASE, TYPE 57

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SELECT FILL

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DRAWN:

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DESIGN:

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CHECK:

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SHT. NO.

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DIVISION OF ENGINEERING

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U.S. FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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SEQ. NO.

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DRAWING FILENAME AND NUMBER

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DATE:

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SM_FAC IMPRV_3-1-18

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2018 ROAD IMPROVEMENTS

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GRAVEL ROAD SECTION & DETAIL

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CIVIL

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2F-TX-831-65.0

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R. BACA

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ARC

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R. RAYNER

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TEXAS

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HAYS COUNTY

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SAN MARCOS AQUATIC RESOURCES CENTER

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AutoCAD SHX Text GENERAL NOTES: 1. REHABILITATE NATIVE ROAD: CONSTRUCT NEW GRAVEL ROAD OF APPROXIMATELY 3,930 FEET LONG BY 10 FEET WIDE. 2. CLEARING AND GRUBBING REQUIRED PRIOR TO PLACEMENT OF SEPARATION GEOTEXTILE AND GRAVEL. 3. MINIMUM DISTURBANCE SHALL BE MAINTAINED TO FISH IN AND AROUND PONDS AND KETTLES. COORDINATE WITH HATCHERY MANAGER WHEN ON SITE PRIOR TO CONSTRUCTION. 4. SEPARATION GEOTEXTILE: NON-WOVEN GEOTEXTILE FABRIC, MANUFACTURED FOR SEPARATION APPLICATIONS, MADE FROM POLYOLEFINS OR POLYESTERS; WITH ELONGATION LESS THAN 50 PERCENT; COMPLYING WITH AASHTO M 288 AND THE FOLLOWING, MEASURED PER TEST METHODS REFERENCED. 1. SURVIVABILITY: CLASS 2; AASHTO M 288. 2. SURVIVABILITY: AS FOLLOWS: a. GRAB TENSILE STRENGTH: 247 LBF; ASTM D 4632. b. SEWN SEAM STRENGTH: 222 LBF; ASTM D 4632. c. TEAR STRENGTH: 90 LBF; ASTM D 4533. d. PUNCTURE STRENGTH: 90 LBF; ASTM D 4833. 3. APPARENT OPENING SIZE: No. 60 SIEVE, MAXIMUM; ASTM D 4751. 4. PERMITTIVITY:0.02 PER SECOND, MINIMUM; ASTM D 4491. 5. UV STABILITY: 50 PERCENT AFTER 500 HOURS' EXPOSURE; ASTM D 4355.

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ENLARGED DETAIL

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SEPARATION GEOTEXTILE SEE NOTE 6.

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COMPACTED SUBGRADE

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* SEE NOTE 3 ABOVE

TYPICAL ROAD SECTION 14" = 1'-0"

Sheets and Views

SM_FAC IMPRV_3-1-18-COVER SHEET

SM_FAC IMPRV_3-1-18-ENLARGED PLAN

SM_FAC IMPRV_3-1-18-SITE PLAN PROJECT #1

SM_FAC IMPRV_3-1-18-SITE PLAN PROJECT #2

SM_FAC IMPRV_3-1-18-ROAD CURVATURE DESIGN

SM_FAC IMPRV_3-1-18-ROAD SECTION & DETAIL

SM_FAC IMPRV_3-1-18-DRAINAGE PLAN

File details come from the government source that posted it. Updated Apr 12, 2021.