Exhibit D-Drawings Volkstone Motorpool FINAL.pdf
PDF 5 MB Posted
- Attached to
- Volkstone Motorpool Construction
- Solicitation number
- CRFQ 0603 ADJ2600000010 2
- Issued by
- Pleasants County, West Virginia
About this file
This is a technical drawing document for the West Virginia Army National Guard Motorpool facility located in Kingwood, Preston County, West Virginia at Camp Dawson. The project encompasses construction of a secure motorpool facility with multiple bid items structured as a base bid with three alternate bid options. Base bid items include approximately 620 feet of chain-link security fencing (Type FE6-TWBR-96), limestone aggregate pad construction (6 inches thick with compacted base), electrical infrastructure consisting of approximately 1,200 feet of 1-inch PVC conduit with copper wiring and 350 feet of 3-inch PVC conduit with aluminum wire, a 100-amp AC power distribution panel with 6 spaces, LED area pole lighting, two 30-foot manual roller gates, and associated electrical enclosures. Alternate bid items include a 50-foot by 50-foot concrete pad (Alternate Bid Item #1), a 110-foot by 64-foot concrete parking pad (Alternate Bid Item #2), and an additional 50-foot by 50-foot concrete turning pad (Alternate Bid Item #3). All concrete work specifications call for 4,000 PSI air-entrained concrete with soft broom finish and sealant, steel reinforcing mesh, and rebar installed at 16-foot on-center spacing in both directions.
The specifications require contractors to verify all field quantities independently, with discrepancies explicitly noted as not justifying contract modifications. Concrete pours require owner representative presence on site, and all electrical terminations and testing must be completed and verified by the contractor prior to project acceptance. Detailed specifications are provided for all components including pole light fixtures (Lithonia DSX2 LED model or equal), electrical enclosures (24-inch by 36-inch Quazite Model PG2436BG42 or equal), grounding requirements with 5/8-inch diameter copper ground rods, and concrete pad construction with specific joint details and finish requirements. The document references US Army Corps of Engineers standards for security fence design and includes nine sheets of technical drawings with detailed cross-sections and specifications for electrical, structural, and site layout components.
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Text version
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SHEET
COVER
CAMP DAWSON
KINGWOOD, WV
PRESTON COUNTY
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OVERALL
LAYOUT
SHEET 01
50'X50' CONCRETE PAD
ALT. BID ITEM #1
110'X64' CONCRETE PAD
ALT. BID ITEM #2
110'X200' TYPE FE6 -TWBR-96
CHAIN-LINK FENCED IN AREA
BASE BID ITEM#57 LIMESTONE AGGREGATE
6" THICK WITH COMPACTED BASE
BASE BID ITEM
#57 LIMESTONE AGGREGATE
6" THICK COMPACTED
ALT. BID ITEM #1
#57 LIMESTONE AGGREGATE
6" THICK COMPACTED
ALT. BID ITEM #3
50'X50' CONCRETE PAD
ALT. BID ITEM #3
APPROX 350' OF 3" PVC
SCH 40 CONDUIT W/
2/0 AWG ALUMINUM WIRE
BASE BID ITEM
24" X 36" QUAZITE ENCLOSURE
MODEL NUMBER PG2436BG42,
OR EQUAL (SEE DETAIL SHEET 6)
BASE BID ITEM
APPROX 1200' OF 1" PVC
CONDUIT CARRYING (3) - 12 GAUGE
THHN STRANDED COPPER WIRES
BASE BID ITEM
LED AREA POLE LIGHT
BASE BID ITEM
100 AMP - A/C POWER
DISTRIBUTION PANEL
6 SPACES
SEE DETAIL SHEET 5
BASE BID ITEM
OVERALL LAYOUT
INCLUDING ALL ALTERNATE BID ITEMS
30' MANUAL ROLLER GATE
BASE BID ITEM
30' MANUAL ROLLER GATE
BASE BID ITEM
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
QUANTITIES. DISCREPANCIES WILL NOT BE JUSTIFICATION FOR
A CONTRACT MODIFICATION.
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LAYOUT
SHEET 02
CORNER TO BE DETERMINED
BY OWNER
#57 LIMESTONE AGGREGATE 6"
THICK WITH COMPACTED BASE
APPROX. 620' OF CHAIN-LINK FENCE
TO BE CONSTRUCTED BASED ON
US ARMY CORPS OF ENGINEERS
SECURITY FENCES -TYPE FE6-TWBR-84
(SEE DETAILS APPENDIX A)
CORNER TO BE DETERMINED
BY OWNER
30' MANUAL ROLLER GATE
30' MANUAL ROLLER GATE
0'
110'
40'30'40'
BASE BID
110' X 200' AGGREGATE PAD AND FENCE
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
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ELECTRICAL
SHEET 03
BASE BID
ELECTRICAL LAYOUT
LED AREA POLE LIGHT (TYP)
SEE DETAIL SHEET 4
APPROX 1200' OF 1" PVC
CONDUIT CARRYING (3) - 12 GUAGE
THHN STRANDED COPPER WIRES
BASE BID ITEM
2'X3' ELECTRICAL BOX
SEE DETAIL SHEET 6
2'X3' ELECTRICAL BOX
SEE DETAIL SHEET 6
2'X3' ELECTRICAL BOX
SEE DETAIL SHEET 6
APPROX 350' OF 3" PVC
SCH 40 CONDUIT W/
2/0 AWG ALUMINUM WIRE
SEE TRENCH DETAIL SHEET 5
100 AMP - A/C POWER
LOAD CENTER
SEE DETAIL SHEET 5
50' 10'
(TYP)
30' 30'
NOTES:
1. THE OWNER HAS MADE EVERY EFFORT TO VERIFY QUANTITIES.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
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POLE LIGHT
SHEET 04
NOTES:
1. ALL REINFORCING STEEL TO BE ASTM A615, GRADE 60 EXCEPT
TIES. TIES SHALL BE GRADE 40.
2. CONTRACTOR TO ADJUST ABOVE GRADE EXPOSURE TO
ENSURE ALL LIGHTS ARE THE SAME HEIGHT.
3. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
QUANTITIES. DISCREPANCIES WILL NOT BE JUSTIFICATION FOR
A CONTRACT MODIFICATION.
SCALE - NTS
BASE BID ITEM
TYPICAL POLE LIGHT DETAILS
25' - 4" SQUARE BACK LIGHT POLE COMPATIBLE
WITH SPECIFIED LIGHT FIXTURE
I.D. TAG
GASKETED HANDHOLE COVER
BUSHED CONDUIT STUBUPS (4" )
SLOPED GROUT FINISH FOR
RAINWATER RUNOFF
BOLT WITH COVERS WITH GROUND LUG
MOUNTING AND LEVELING NUTS
FINISHED GRADE
#3 TIES 12" ON CENTER
4 #9 VERTICAL REBAR
FORM CONCRETE AGAINST
UNDISTURBED EARTH
3" CONCRETE COVER (TYP)
ANCHOR BOLT PER MANUFACTURER
2" (MIN) PVC CONDUIT, MIN 24" BELOW
FINISHED GRADE
2' (M
IN
6' (M
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EXOTHERMIC
WELD
#4 BCSD GROUND WIRE
TO POLE GROUND LUG 2'
(M
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2'
2' (MIN)
DIA
4" DIAM X 10'-0" LONG
COPPER GROUND ROD
24" SONOTUBE BACKFILLED WITH
AIR-ENTRAINED CONCRETE, WITH A
14-DAY COMPRESSIVE STRENGTH OF 3500
PSI AND W/ A 3" MAX SLUMP.
ALL TESTING TO BE PROVIDED BY A
PROFESSIONAL THIRD PARTY AND AT THE
CONTRACTOR'S EXPENSE.
4" (MIN) SQUARE TUBE
ED AREA POLE LIGHT - LITHONIA DSX2
LED-P8-40K-70CRI-T5LG-120-SPA-DS-BAA
-DBLXD DLL127F 1.5 JU-DSX2EGSR (BLACK)
(OR EQUAL) MOUNTED ON BLACK SQUARE POLE.
LIGHT TO BE MOUNTED PER MANUFACTURERS
SPECIFICATIONS.
DETAILS
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ELECTRICAL
SHEET 05
NOTES:
1. CONTRACTOR RESPONSIBLE FOR MAKING ALL ELECTRICAL
TERMINATIONS, AND TESTING TO ENSURE ALL DEVICES AND
COMPONENTS ARE WORKING PROPERLY PRIOR TO
ACCEPTANCE.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
QUANTITIES. DISCREPANCIES WILL NOT BE JUSTIFICATION FOR
A CONTRACT MODIFICATION.
SCALE - NTS
BASE BID ITEM
ELECTRICAL DETAILS
FINISHED GRADE
DETAILS
4" X 4" TREATED LUMBER POST
ALUMINUM STRUT CHANNEL
14 GAUGE 58 X 13
16 (MIN) (TYP)
100 AMP - 6 SPACE (MIN) 12 - CIRCUIT
OUTDOOR MAIN LUG LOAD CENTER
(SQUARE D MODEL #Q0612L100RBCP
OR EQUAL)
ADD REINFORCING CLAMP FOR
EACH CONDUIT
5'
2'
6' (M
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3" PVC SCH 40 CONDUIT W/
2/0 AWG ALUMINUM WIRE TO
EXISTING POWER PANEL.
3' (M
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1'-4" (MIN)
3/4" (MIN) PVC CONDUIT
CARRYING (3) - 12 GUAGE
THHN STRANDED COPPER WIRES
8" DIAM X 10'-0" LONG
COPPER GROUND ROD
6' (MIN)
#4 BCSD GROUND WIRE
BACKFILLED WITH 3500 PSI
AIR-ENTRAINED CONCRETE.
#57 CRUSH AND RUN
STONE AGGREGATE
EXISTING SOIL
6" 6"O
.D
PIPE OR CONDUIT
24" (MIN) CAREFULLY
COMPACTED SELECT
BACKFILL
O.D.
8" (MIN)
8" (MIN)
GENERAL BACKFILL
STANDARD TRENCH DETAIL
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ENCLOSURE
SHEET 06
ELECTRICAL ENCLOSURE DETAIL
DETAILS
NOTES:
1. DETAIL PROVIDED BY MANUFACTURER
2. SPECS
2.1. MOUSEHOLES - NO
2.2. GASKETED - YES
2.3. LOAD RATING - ANSI TIER 22*
2.4. DESIGN LOAD - 22,500 LBS - 33,750 LBS
2.5. HEIGHT - 24"
2.6. LENGTH - 36"
2.7. DEPTH - 42"
3. CONTRACTOR MAY SUBMIT SUBSTITUTION FOR ENCLOSURE
SHOWN. WHEN SUBMITTING SUBSTITUTIONS, PLEASE
HIGHLIGHT THAT PRODUCT MEETS OR EXCEEDS THE SPECS IN
NOTE 2.2 - 2.6.
4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
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TURNPAD
SHEET 07
TYPICAL CONCRETE DETAIL
4" X 1" TOOLED JOINT
12" 4000 PSI AIR ENTRAINED CONCRETE
SOFT BROOM FINISH
W/CONCRETE SEALANT
STEEL 6 X 6 W.W.F - 10 GAUGE
SET AT 3" DEPTH
COMPACTED SUB-GRADE
4" MIN. - COMPACTED #57 STONE
#5 REBAR - 16' O.C. BOTH DIRECTIONS
PLACE PLASTIC TYPE REBAR CHAIR AT
EACH CROSSING.
3"
3"
3"
3"
SCALE - NTS
12" 4000 PSI AIR ENTRAINED CONCRETE
SOFT BROOM FINISH
W/CONCRETE SEALANT
4" X 1" TOOLED JOINT (TYP.)
ALTERNATE BID ITEM #1
50' X 50' CONCRETE TURNING PAD
10' 10' 10' 10' 10'
50'
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#57 LIMESTONE AGGREGATE
6" THICK COMPACTED
NOTES:
1. STEEL WELDED WIRE CONCRETE MESH DEPTH IS CRITICAL.
CONTRACTOR REQUIRED TO HAVE OWNER REPRESENTATIVE
ON SITE FOR POUR.
2. MEET FLUSH AND OR MATCH GRADE WITH ADJACENT
HARDSCAPE , EARTHEN, OR AGGREGATE FINISH GRADES.
3. REBAR SHALL BE OVERLAPPED 25" AT EVERY SPLICE, AND TIED
WITH STEEL REBAR TIES.
4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
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PARKING PAD
SHEET 08
10' 10' 10' 10' 10' 10' 10' 10' 10'
'-8
'-8
'-8
'-8
'-8
4" X 1" TOOLED JOINT 12" 4000 PSI AIR ENTRAINED CONCRETE
SOFT BROOM FINISH
W/CONCRETE SEALANT
40' 110'
10' 10'
'-8
ALTERNATE BID ITEM # 2
64' X 110' CONCRETE PARKING PAD
TYPICAL CONCRETE DETAIL
4" X 1" TOOLED JOINT
12" 4000 PSI AIR ENTRAINED CONCRETE
SOFT BROOM FINISH
W/CONCRETE SEALANT
STEEL 6 X 6 W.W.F - 10 GAUGE
SET AT 3" DEPTH
COMPACTED SUB-GRADE
4" MIN. - COMPACTED #57 STONE
#5 REBAR - 16' O.C. BOTH DIRECTIONS
PLACE PLASTIC TYPE REBAR CHAIR AT
EACH CROSSING.
3"
3"
3"
3"
SCALE - NTS
NOTES:
1. STEEL WELDED WIRE CONCRETE MESH DEPTH IS CRITICAL.
CONTRACTOR REQUIRED TO HAVE OWNER REPRESENTATIVE
ON SITE FOR POUR.
2. MEET FLUSH AND OR MATCH GRADE WITH ADJACENT
HARDSCAPE , EARTHEN, OR AGGREGATE FINISH GRADES.
3. REBAR SHALL BE OVERLAPPED 25" AT EVERY SPLICE, AND TIED
WITH STEEL REBAR TIES.
4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
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TURNPAD
SHEET 09
4" X 1" TOOLED JOINT (TYP.)
ALTERNATE BID ITEM #3
50' X 50' CONCRETE TURNING PAD
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0'
30'
12" 4000 PSI AIR ENTRAINED
CONCRETE SOFT BROOM
FINISH W/CONCRETE SEALANT
#57 LIMESTONE AGGREGATE
6" THICK COMPACTED
TYPICAL CONCRETE DETAIL
4" X 1" TOOLED JOINT
12" 4000 PSI AIR ENTRAINED CONCRETE
SOFT BROOM FINISH
W/CONCRETE SEALANT
STEEL 6 X 6 W.W.F - 10 GAUGE
SET AT 3" DEPTH
COMPACTED SUB-GRADE
4" MIN. - COMPACTED #57 STONE
#5 REBAR - 16' O.C. BOTH DIRECTIONS
PLACE PLASTIC TYPE REBAR CHAIR AT
EACH CROSSING.
3"
3"
3"
3"
SCALE - NTS
NOTES:
1. STEEL WELDED WIRE CONCRETE MESH DEPTH IS CRITICAL.
CONTRACTOR REQUIRED TO HAVE OWNER REPRESENTATIVE
ON SITE FOR POUR.
2. MEET FLUSH AND OR MATCH GRADE WITH ADJACENT
HARDSCAPE , EARTHEN, OR AGGREGATE FINISH GRADES.
3. REBAR SHALL BE OVERLAPPED 25" AT EVERY SPLICE, AND TIED
WITH STEEL REBAR TIES.
4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
APPENDIX "A"
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| Sheets and Views |
| Volkstone Motorpool FINAL-COVER |
| Volkstone Motorpool FINAL-SHEET 1 |
| Volkstone Motorpool FINAL-SHEET 2 |
| Volkstone Motorpool FINAL-SHEET 3 |
| Volkstone Motorpool FINAL-SHEET 4 |
| Volkstone Motorpool FINAL-SHEET 5 |
| Volkstone Motorpool FINAL-SHEET 6 |
| Volkstone Motorpool FINAL-SHEET 7 |
| Volkstone Motorpool FINAL-SHEET 8 |
| Volkstone Motorpool FINAL-SHEET 9 |
| Volkstone Motorpool FINAL-APPENDIX |
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