rr08q01a.pdf
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- Solicitation number
- W912HN-08-B-0002
About this file
Revised Plate Number S-1.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 004.pdf | ||
| Amend 000308B0002RTW330.pdf | ||
| TOC08B0002 TW330Roanok2JUN08.pdf | ||
| ConformedCyFronEndAmend2Roanoke08B0002.pdf | ||
| AMENDMENT 0002.pdf | ||
| W912HN-08-B-0002 0001.pdf | ||
| TW330 Plans.pdf | ||
| SPECIFICATIONS.pdf |
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Text version
1’-0" 1’-0"
1’-0" 6"
7’-0"
6 #4 @ 12"EA. FACE
#4 @ 6"
EA. FACE
3" CLR.
(TYP.)
#4 BARS
1 1/2 "
1 1/2 "
1 1/2 "
1"JT.
6"BULB WATER
STOP
6" BULB WATER
STOP (TYP.)
#9 @ 12"OC
PLAN
SCALE: 1/2 " = 1’-0"
SCALE: 1/2 " = 1’-0"
EXPANSION JOINT DETAIL
NOT TO SCALE
SEE EXPANSION
JOINT DETAIL
WATERSTOP LOCATION DETAIL
SCALE: 1/2 " = 1’-0"
EL. 928.5’ TO EL. 927.6
SEE PROFILE
SECTION A-A
PLAN
ELEVATION
SCALE: 1/2 " = 1’-0"
SCALE: 1/2 " = 1’-0"
WALNUT
AVENUE
BRIDGE
WALNUT
AVENUE
BRIDGE
APPROXIMATE
EXISTING GROUND
3"(TYP.)
#4
1’-0"6"
4’-0"
1’-6" 1’-6"1’-0"
TOP & BOTTOM
1’-0" 6"
3"(TYP.)
#4
SCALE: 1/2 " = 1’-0"
SCALE: 1/2 " = 1’-0"
2’-0"
6"
REINFORCING BARS
SCALE: 1/2 " = 1’-0"
NOTES
#9 V
#9 V
#5S @ 6"OC
5 #4T EQ.SPA.
#4T @ 12"OC
SECTION B-B
ELASTOMERIC
JT. SEAL (TYP.)
FILL JT. WITH
ELASTOMERIC JT.
SEALER
C C
#4 @ 9"
EA. FACE
SECTION C-C
SECTION D-D
8’-0"
2 3/4 "CLR.
(TYP.)
EL.928.5 @ TRANS.1
EL.928.0 @ TRANS.2
EL.928.0 @ TRANS.1
EL.927.6 @ TRANS.2
D
D
A
A A
A
ELEVATION
SCALE: 1/2 " = 1’-0"
6"
12"
1’-6"
T
V
S
V 3
V
ELASTOMERIC
JT. SEAL (TYP.)
9’-9" 9’-9"
TOP OF WALL
TOP OF FOOTING
TOP OF WALL
TOP OF FOOTING
9’-6"
S-1
1’-7 1/2 "
3’-3"
(TYP.)
3" PVC DRAIN W/FLAP
GATE OR DUCK BILL (TYP.)
CONCRETE FLOOD WALL
CONCRETE TRANSITION WALL
1’-6"
2’-0"
ALL OTHERS
10 #6V @ 12"OC EA. FACE
#6
5 #6 @ EQ. SPA.
#6V @ 12"OC
#6 @ 12" OC
1’-0" 1’-0"
1’-0" 6"
7’-0"
6 #4 @ 12"EA. FACE
#4 @ 6"
EA. FACE
3" CLR.
(TYP.)
#4 BARS
SCALE: 1/2 " = 1’-0"
EL. 928.5’ TO EL. 927.6
SEE PROFILE
#9 V
#9 V
#9 @ 12"OC
2’-0"
1’-0" 1’-0"
1’-0" 6"
6’-0"
6 #4 @ 12"EA. FACE
3" CLR.
(TYP.)
#4 BARS
EL. 928.5’ TO EL. 927.6
SEE PROFILE
#9 V
#9 V
#9 @ 12"OC
2’-0"
SECTION C-C
SCALE: 1/2 " = 1’-0"
STA. 18+10 TO 19+80
STA. 16+43 TO 17+70
STA. 20+00 TO 22+95
STA. 17+70 TO 18+10
STA. 19+80 TO 20+00
#4 @ 6"EA. FACE
V
AREA TO BE
PRESSURE
GROUTED
SEE NOTE 6.
1.
2.
3.
4.
5.
6.
AREA TO BE
PRESSURE GROUTED
SEE NOTE 6.
AREA TO BE
PRESSURE GROUTED
SEE NOTE 6.
#9 V @ 12"O.C.
1’-0"TO 3’-0"
1’-0"TO 3’-0"
1’-0"TO 3’-0"
EPOXY
BONDING
COMPOUND
SEE NOTE 4
#5S @
6"OC
CONCRETE SHALL BE VDOT 4.5.
REBAR SHALL BE EPOXY COATED IAW ASTM A775, 1.
REBAR SHALL BE DEFORMED BARS, GRADE 60 MEETING
ASTM A615.
COAT CONCRETE MATING SURFACES WITH EPOXY BONDING
COMPOUND MEETING ASTM C-881 OR AASHTO M-235.
KEY LOCATION MAY BE ADJUSTED TO AVOID UTILITY
INTERFERENCE.
PRESSURE GROUT EXISTING BALAST AREA UNDERNEATH FLOODWALL
BETWEEN STA. 17+60 TO STA. 19+80 UP TO A DEPTH OF 3’ AND A
THICKNESS OF 1’ TO 3’.
TRANSITION SECTIONS 16+65 TO 16+75 & 20+20 TO 20+30
NOTE: 3" PVC DRAINS NOT SHOWN ELSEWHERE
IN CONCRETE FLOOD WALL FOR CLARITY.
3" PVC DRAIN W/FLAP GATE
OR DUCK BILL (TYP. FOR
ALL SECTIONS OF CONCRETE
FLOOD WALL)
NOTE: 3" PVC DRAINS NOT REQUIRED IN CONCRETE TRANSITION WALL
STA. 29+98.33 TO 30+07.83 1
A
B C D
E F G H
PLATE
NUMBER
X-1
SHEET OF 36
| S-1 FLOOD AND TRANSITION WALLS PLANS, ELEVATIONS & SECTIONS |
| NOTE: THIS PAGE IS NOT THE COMPLETE SET OF PLANS. IT IS ONLY AN AMENDMENT TO ONE PAGE OF THE ORIGINAL SET OF PLANS |
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