plan amend 7.pdf
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- Solicitation number
- W912DS-09-B-0021
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PLANS
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05 5 10FT
SCALE: 1"=5’
C-104
EXISTING FOOTING
EXISTING FOOTING
BEGIN I-WALL AND FLOOD PROTECTION
STA. 10+00 W/L
= STA. 109+63.8, 85.7’ RT. B/L
END OF EXISTING FENCE
W/L
LIMIT OF CONTRACTORS
WORKING AREA
REMOVE AND REPLACE
ALUMINUM FENCE
AS REQUIRED
RELOCATE
EXIST. BENCHES
RELOCATED
BENCHES
RELOCATED
BENCH
WALL-MOUNTED
ELECTRIC WINCH
WALL-MOUNTED
ELECTRIC WINCH
REMOVE ALUMINUM FENCE
AND REPLACE WITH GATE
(SEE STRUCT. DETAILS)
INSTALL NEW
BRICK PAVERS
TOP OF WALL
EL. 29.67
TOP OF WALL
EL. 29.00
TOP OF STEM WALL
EL. 44.00
TOP OF I-WALL
EL. 40.00
24 L.F. NEW INTERLOCKING
BLOCK RETAINING WALL
(SEE SHEET C-503)
EDGE OF NEW BASE
SLAB FOUNDATION
TOP OF STEM WALL
EL. 44.00
TOP OF STEM
WALL EL. 44.00
STA. 10+13.50 W/L
STA. 10+25.50 W/L
STA. 11+51.75 W/L
STA. 11+96.75 W/L
END I-WALL AND FLOOD PROTECTION
STA. 12+06.75 W/L
= STA. 109+79.2’, 41.2’ LT. B/L
STA. 11+63.75 W/L
STA. 109+35.19 B/L
STA. 11+11.94 W/L
CONSTRUCT BRICK
PAVER AREA
TOP OF WALL
EL. 31.67
TOP OF WALL
EL. 28.00
CONC. RETAINING
WALL (SEE
STRUCTURAL PLANS)
CONC. BLOCK WALL
(SEE ARCH. PLANS)
TRENCH DRAIN
CONC. RETAINING
WALL (SEE
STRUCTURAL
DRAWINGS)
NEW BRICK PAVERS
REMOVE & REPLACE
EXIST. BRICK PAVERS
AS REQUIRED
PROPOSED FENCE
CAST 4" SLEEVE INTO BASE SLAB
FOR GATE POST SIMILAR TO
DETAIL ON SHEET C-503EXISTING HAND HOLE
EXISTING CABINET
FOR CLOCK TOWER
CONTROLS
EXISTING
CONCRETE PAD
REMOVE & REPLACE
EXIST. BRICK PAVERS
AS REQUIRED
PROPOSED CABINET
FOR FLOOD CONTROL GATE
JUNCTION BOX
PROPOSED ALUMINUM ROLLER GATE
FIRE DEPARTMENT PARKING LOT
TO BE REPAVED, FOR PAVING
DETAIL SEE SHEET C-501
CONTRACTOR TO REMOVE,
STORE AND REPLACE
EXISTING LIGHT
ACCESS TO FIRE HOUSE DOOR IS TO BE MAINTAINED.
ALL CONSTRUCTION ACTIVITIES REQUIRED WHICH MAY
IMPEDE EGRESS FROM THE FACILITY MUST BE COORDINATED
WITH THE CONTRACTING OFFICER AND FACILITY USER.
CONTRACTOR TO REMOVE,
STORE AND REPLACE
EXISTING FLAG POLE 2
8 7 6 5 4 3 2 0
A
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of
BORING GB-20
GND. 27.3
TOP OF STAKE 32.0
CB
CB
GRAVEL
BORING GB-19
BRUSH
RIM 21.6
INV 19.0
RIM 21.5
INV 19.1
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