Revised_Drawings-Volume_2.pdf
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- Solicitation number
- W912P8-14-R-0036
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Amendment 0002 Revised Drawings Volume 2
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#5 @12" O.C. MAX.
#7 @ 8" O.C. MAX.
MAX. (EA. WALL)
#5 @ 12" O.C.
" = 1’-0"2
1SCALE:
C
" = 1’-0"2
1SCALE:
A
6’-0"
C
" = 1’-0"2
1SCALE:
B
17’-0"
1’-0"7’-0"1’-0"7’-0"1’-0"
8’-0"
CONSTRUCTION JOINT
OPTIONAL
1’-0" 6’-0" 1’-0"
#5 @12" O.C. MAX.
8"
#7@9" O.C.
9"
MAX. (EA. WALL)
#5 @ 12" O.C.
TRS
C L
R
C L
R
TYP. U.N.O
3" CLR
JET GROUT
JET GROUT JET GROUT
SECTION - PRECAST 6’ X 5’ CULVERT
L CULVERT
CONSTR. JT.
TRS
TRS
JT
CONSTR.
EACH SIDE CULVERT
FLOWABLE FILL
MAX.
#7 @ 8" O.C.
MAX.
#7 @ 8" O.C.
PRE-CAST CONC
BOX CULVERT
STRUCTURE (TRS)
TEMPORARY RETAINING STRUCTURE (TRS)
TEMPORARY RETAINING
STRUCTURE (TRS)
TEMPORARY RETAINING
JOINT
CONSTRUCTION
OPTIONAL
(@ SIPHON)
SECTION - CAST-IN-PLACE 6’ X 5’ CULVERT
7’ X 5’ CULVERT
SECTION - DOUBLE CAST-IN-PLACE
TYP. U.N.O.
3" CLR
B E
D D
IN
G
M
IN
10’-0"
MIN.
1’-0"
MIN.
1’-0"
MAX.
#6@9" O.C.
MAX. (EA. WALL)
#7@9" O.C.
MAX. (EA. WALL)
#7@8" O.C.
MAX.
#7@9" O.C.
A SMOOTH TRANSITION.
PROVIDE A GROUT TRANSITION AT THE BOTTOM HAUNCHES TO PROVIDE
CAST-IN-PLACE UNITS ARE NOT THE SAME, THEN THE CONTRACTOR SHALL
1. IF THE DIMENSION OF THE HAUNCHES OF ADJACENT PRECAST UNITS/
NOTE:
ARE TO BE LEFT IN PLACE PERMANENTLY.
ALL TEMPORARY RETAINING STRUCTURES
NOTE TO CONTRACTOR:
D E
SCALE:N.T.S.
SCALE:N.T.S.
DETAIL AT CAST-IN-PLACE
JET GROUT / COFFERDAM
DETAIL AT PRECAST CULVERT
JET GROUT / COFFERDAM
SOIL
JET GROUT
C O
N T
R A
C T
O R D
E S
IG
N D
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E R
M
IN
E D B
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A C
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A L D
E P
T H T
O
M
IN
WALER
(TRS)
STRUCTURE
RETAINING
TEMPORARY
TRS
GROUND
EXIST.
WALER
DEERS ST.
EADS ST.
PAINTERS ST
ABUNDANCE ST
TREASURE ST.
BENEFIT ST.
LOCATION
TABLE OF BOTTOM JET GROUT ELEVATIONS
V A
R
IE
S
STRUT
STRUT
NOT ALLOWED.
PROFFESIONAL ENGINEER. CANTILEVERED SHEET PILES ARE
AND BRACING SYSTEM. CALCULATIONS TO BE SEALED BY A
IS RESPONSIBLE FOR PROVIDING THE DESIGN OF SHEET PILE
BRACING SHOWN IS SCHEMATIC ONLY. THE CONTRACTOR
SOIL
JET GROUT
C O
N T
R A
C T
O R D
E S
IG
N D
E T
E R
M
IN
E D
Y
A C
T U
A L D
E P
T H T
O
M
IN
WALER
(TRS)
STRUCTURE
RETAINING
TEMPORARY
TRS
GROUND
EXIST.
V A
R
IE
S
STRUT
SEE TABLE THIS SHEET
BOTTOM OF JET GROUT
GROUT
=TOP OF JET
EXCAVATION
BOTTOM OF
SEE TABLE THIS SHEET
BOTTOM OF JET GROUT
GROUT
=TOP OF JET
EXCAVATION
BOTTOM OF
GROUT
ON TOP OF JET
BEDDING MATERIAL
M A
X
M A
X
ELEV. (-30 FT)
ELEV. (-42 FT)
ELEV. (-30 FT)
ELEV. (-35 FT)
ELEV. (-30 FT)
ELEV. (-30 FT)
ELEV. (-42 FT)
ELEV. (-30 FT)
ELEV. (-30 FT)
ELEV. (-42 FT)
ELEV. (-30 FT)
ELEV. (-41 FT)
ELEV. (-50 FT)
ELEV. (-41 FT)
ELEV. (-61 FT)
ELEV. (-41 FT)
ELEV. (-41 FT)
ELEV. (-47 FT)
ELEV. (-41 FT)
ELEV. (-41 FT)
ELEV. (-47 FT)
ELEV. (-41 FT)
JET GROUT
BOTTOM OF COMMENTS
@ SEWER SIPHON
@ SEWER SIPHON
@ 30" SEWER SIPHON
@ CULVERT SIPHON
@ CULVERT SIPHON
@ CULVERT SIPHON
STA. 9+20.26- STA. 9+54.15
STA. 7+54.33- STA. 9+20.26
STA. 3+80.13 - STA. 7+54.33
STA. 3+77.13- STA. 3+80.13
STA. 0+18.00 - STA. 3+77.13
STA. 9+15.26- STA. 9+52.41
STA. 7+63.65- STA. 9+15.26
STA. 0+18.00 - STA. 7+63.65
STA. 9+43.25- STA. 9+78.80
STA. 7+20.00- STA. 9+43.25
STA. 0+16.00 - STA. 7+20.00
STA. 11+00.00- STA. 11+64.93
STA. 10.88.70- STA. 11+00.00
STA. 8+59.35- STA. 10+88.70
STA. 7+78.76 - STA. 8+59.35
STA. 0+23.00 - STA. 7+78.76
STA. 7+23.30- STA. 11+48.21
STA. 7+23.30- STA. 7+26.30
STA. 0+15.00 - STA. 7+23.30
STA. 7+23.50- STA. 11+45.65
STA. 7+20.50- STA. 7+23.50
STA. 0+12.00 - STA. 7+20.50
JET GROUT
BOTTOM OF
@ CULVERT SIPHON
@ SEWER SIPHON
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