Site_Plans_Drop_Arm_Barriers_-Draft.pdf
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- Attached to
- Construct Vehicle Barrier Federal contract opportunity
- Solicitation number
- FA489719BA011
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PROJECT AREA
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SHEET OF 6
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SITE PLAN
1" = 10'-0"
KEY NOTES
DEMOLISHED PAVEMENT TO BE REPLACED UPON
BARRIER & KEYPAD INSTALLATION. SEE DETAIL 3 ON
SHEET G6.0
DROP ARM BARRIER FOUNDATION, SEE STAMPED
FOUNDATION PLAN PROVIDED BY CONTRACTOR
DROP ARM BARRIER, K12/M50 RATED 20' WIDE
OPENING, ELECTRIC POWERED
PROVIDE ADDITIONAL LIGHTING OVER KEYPADS FROM
EXISTING LIGHTPOLE
NEW KEYPAD FOR BARRIER. SEE PRODUCT MANUAL
FOR FOUNDATION SIZE AND REINFORCING REQ'M.
PLACE 8' FROM BARRIER
UNDERGROUND POWER. PROVIDE UTILITY TRENCH
PER DETAIL ON SHEET G4.0
PROVIDE NEW LOCKABLE PANEL WITH POWER
SHUT-OFF AND CONNECT NEW POWER FROM
EXISTING 120/208V PANEL PPL3 OR PPL4 IN ROOM 158
OF BUILDING 206.
REMOVE EXISTING SERPENTINE GATE AND
FOUNDATION. RE-PAVE TO MEET OR EXCEED
EXISTING PAVEMENT
0 10' 20' 30'
LEGEND
NEW UNDERGROUND POWER LINE
DEMO PAVEMENT
FOUNDATION FOOTPRINT
GRAVEL ROAD
LIGHT POLE
EXISTING POWER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING STORMWATER LINE
TEMPORARY CONSTRUCTION FENCE
EXISTING COMM LINE
P
NOTES:
1. PROTECT EXISTING UTILITY LINES, CMU WALLS, BOULDERS, AND CURBS. REPAIR/REPLACE
ANY DAMAGES TO ITEMS MENTIONED ABOVE. FINAL LOCATION OF UTILITIES AND TYPE OF
UTILITY WILL BE DETERMINED WHEN DIGGING PERMIT IS OBTAINED
2. IF SPACING BETWEEN CMU WALL AND DROP ARM EXCEEDS 4', INSTALL BOLLARDS TO
PREVENT VEHICLE BYPASS PER DETAIL ON SHEET G6.0
3. SITE GRADING SHALL MATCH EXISTING CONDITIONS AT NEW PAVEMENT EDGE. SLOPE
UPWARD @ 2% MIN. TOWARD BARRIER.
4. UPON PROJECT COMPLETION, ANY HOLES CREATED DURING CONSTRUCTION MUST BE
FILLED IN
5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ELECTRICAL WIRING FROM DROP ARM
BARRIER WITH KEYPADS TO POWER PANEL.
B
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EXISTING CMU WALL
EXISTING CMU WALL
EXISTING SERPENTINE BARRIER
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D A
T E
A P
P R
SHEET OF 6
D R
R
R I E
I L D
I N
G S
N
SITE PLAN
1" = 10'-0"
KEY NOTES
DEMOLISHED PAVEMENT TO BE REPLACED
UPON BARRIER & KEYPAD INSTALLATION. SEE
DETAIL 3 ON SHEET G6.0
DROP ARM BARRIER FOUNDATION, SEE
PRODUCT MANUAL FOR SPECIFICATIONS ON
SIZING AND REINFORCING
DROP ARM BARRIER, K12/M50 RATED, 20' WIDE,
ELECTRIC POWERED
PROVIDE NEW LIGHT POLE WITH LED LIGHTING
OVER KEYPADS.
NEW KEYPAD FOR BARRIER. SEE PRODUCT
MANUAL FOR FOUNDATION SIZE AND
REINFORCING REQ'M. PLACE 8' FROM BARRIER
UNDERGROUND POWER. PROVIDE UTILITY
TRENCH PER DETAIL ON SHEET G6.0
PROVIDE NEW LOCKABLE PANEL WITH POWER
SHUT-OFF AND CONNECT NEW POWER FROM
EXISTING 120/208 V PANEL IN THE MASS
BRIEFING ROOM OF BLDG 1363
REMOVE EXISTING SERPENTINE GATE
0 10' 20' 30'
NOTES:
1. PROTECT EXISTING UTILITIES, CMU WALL, AND CURBS. ANY DAMAGES TO BE
REPAIRED/REPLACED
2. SITE GRADING SHALL MATCH EXISTING CONDITIONS
3. UPON PROJECT COMPLETION, ANY HOLES CREATED DURING CONSTRUCTION MUST BE
FILLED IN AND GRADED SMOOTH
4. IF SPACING BETWEEN CMU WALL AND DROP ARM EXCEEDS 4', INSTALL BOLLARDS TO
PREVENT VEHICLE BYPASS PER DETAIL ON SHEET G6.0
5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ELECTRICAL WIRING TO LIGHT POLE AND
DROP ARM BARRIER WITH KEYPADS.
H
V
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N
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A
L
P
I
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T
EXISTING CMU WALL
EXISTING CMU WALL
BLDG. 1363
G3.0
EXISTING
SERPENTINE
GATE
EXISTING
SERPENTINE
GATE
LEGEND
NEW UNDERGROUND POWER LINE
DEMO PAVEMENT
FOUNDATION FOOTPRINT
GRAVEL ROAD
NEW LIGHT POLE AT KEYPADS
EXISTING POWER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING STORMWATER LINE
TEMPORARY CONSTRUCTION FENCE
EXISTING COMM LINE
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R A
D A
T E
A P
P R
SHEET OF 6
D R
R
R I E
I L D
I N
G S
N
SITE PLAN
1" = 10'-0"
KEY NOTES
DEMOLISHED PAVEMENT TO BE REPLACED UPON
BARRIER & KEYPAD INSTALLATION. SEE DETAIL 3 ON
SHEET G6.0
DROP ARM BARRIER FOUNDATION, SEE PRODUCT
MANUAL FOR SPECIFICATIONS ON SIZING AND
REINFORCING
DROP ARM BARRIER, K12/M50 RATED, 18' WIDE,
MANUALLY OPERATED
0 10' 20' 30'
LEGEND
NEW UNDERGROUND POWER LINE
DEMO PAVEMENT
FOUNDATION FOOTPRINT
GRAVEL ROAD
EXISTING POWER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING STORMWATER LINE
TEMPORARY CONSTRUCTION FENCE
EXISTING COMM LINE
P
NOTES:
1. PROTECT EXISTING UTILITY LINES AND CMU WALLS
2. IF SPACING BETWEEN CMU WALL AND DROP ARM EXCEEDS 4', INSTALL BOLLARDS TO
PREVENT VEHICLE BYPASS PER DETAIL 2 ON SHEET G6.0
3. SITE GRADING SHALL MATCH EXISTING CONDITIONS
4. UPON PROJECT COMPLETION, ANY HOLES CREATED DURING CONSTRUCTION MUST BE
FILLED IN
B
U
I
L
D
I
EXISTING CMU WALL
EXISTING CMU WALL
EXISTING BOLLARDS TO REMAIN
P
W
S
SW
G5.0
B L
I T
E
P
L A
N
EXISTING BOULDERS
S
W
S
W
S
W
S
W
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I T
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N
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N
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D W
N
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C K
D
B
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S I G
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B
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R I P
T I O
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2 3
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4 5
A
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R I P
T I O
N
C O
N T
R A
D A
T E
A P
P R
SHEET OF 6
D R
R
R I E
I L D
I N
G S
N
SITE PLAN
1" = 10'-0"
KEY NOTES
DEMOLISHED PAVEMENT TO BE REPLACED UPON
BARRIER & KEYPAD INSTALLATION. SEE DETAIL 3 ON
SHEET G6.0
DROP ARM BARRIER FOUNDATION, SEE PRODUCT
MANUAL FOR SPECIFICATIONS ON SIZING AND
REINFORCING
DROP ARM BARRIER, K12/M50 RATED, 18' WIDE,
ELECTRIC POWERED
PROVIDE NEW LIGHT POLE WITH LED LIGHTING OVER
KEYPADS
UNDERGROUND POWER. PROVIDE UTILITY TRENCH
PER DETAIL ON SHEET G6.0
PROVIDE NEW LOCKABLE PANEL WITH POWER
SHUT-OFF AND CONNECT NEW POWER FROM 120/208V
PANEL IN THE NORTHEAST CORNER OF BLDG 1345
REMOVE EXISTING SERPENTINE GATE
0 10' 20' 30'
LEGEND
NEW UNDERGROUND POWER LINE
DEMO PAVEMENT
FOUNDATION FOOTPRINT
GRAVEL ROAD
NEW LIGHT POLE
EXISTING POWER LINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING STORMWATER LINE
EXISTING BOULDER
TEMPORARY CONSTRUCTION FENCE
EXISTING COMM LINE
P
NOTES:
1. PROTECT EXISTING UTILITY LINES
2. REPLACE ANY CURB DEMOLISHED IN CONSTRUCTION
3. IF SPACING BETWEEN EXISTING BOULDERS AND DROP ARM EXCEEDS 4', INSTALL
BOLLARDS TO PREVENT VEHICLE BYPASS PER DETAIL 2 ON SHEET G6.0
4. SITE GRADING SHALL MATCH EXISTING CONDITIONS
5. UPON PROJECT COMPLETION, ANY HOLES CREATED DURING CONSTRUCTION MUST BE
FILLED IN
6. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ELECTRICAL WIRING TO LIGHT POLE AND
DROP ARM BARRIER WITH KEYPADS
B
U
I
L
D
I
EXISTING SERPENTINE GATE
P
W
S
SW
G4.0
B L
S
I T
E
P
L A
N
X
COMM
BOLLARD DETAIL
NOT TO SCALE
14'-11"
M
I N
STEEL BOLLARD
STEEL BAR, 6"x
"Ø
CONCRETE FOOTING
GROUND SURFACE
ASPHALT PAVEMENT
NOT TO SCALE
HOT PLANT MIX ASPHALT CONCRETE
SURFACE COURSE PER ISPWC
CRUSHED AGGREGATE BASE
SOIL OR TRENCH BEDDING
RIGID GALVANIZED OR PVC SCH 40 PIPE CONDUIT
BEDDING, TYPE I OR III
GROUND SURFACE
M
A X
12' MIN.
UTILITY TRENCH
NOT TO SCALE
M
I N
RIGID GALVANIZED OR PVC SCH 40 PIPE CONDUIT
M
I N
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
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D
B
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S C
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2 3
C
4 5
A
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A P
P R
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D E
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N T
R A
D A
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A P
P R
SHEET OF 6
D R
R
R I E
I L D
I N
G S
G6.0
P R
O J E
E T
A I L
S
1 2 3
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