Exhibit D-Drawings Volkstone Motorpool FINAL.pdf

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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

IN

EXOTHERMIC

WELD

#4 BCSD GROUND WIRE

TO POLE GROUND LUG 2'

(M

IN

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

IN

3" PVC SCH 40 CONDUIT W/

2/0 AWG ALUMINUM WIRE TO

EXISTING POWER PANEL.

3' (M

IN

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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0'

30'

#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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