HomeMy WebLinkAbout2352-1FU TURF
q
RC BOX
R/W
50' TO q
39' UTILITY AND S.D EASEMENT _ FOOTHILL BLVD
I I
I EXISTING DBL 1
I 10'W X 8' H RC BOX
I I I 10'_0,► Z I
I I
22'-0" f
POLE LOCATION ALT #1 (BCR)
SCALE: 1/4" = 1'-0"
NOTE: FOR FURTHER DETAILS AND NOTES,
SEE `POLE LOCATION ALT #2 (® CROSS -WALK)' DETAIL
R/W cn
z z
q q
Ca
o� +o
�w Lo w
In co
Q I EXISTLd —®I
Ld Vi EXISTING DBL 10'W X 8'H �--TRANS I
Q RC BOX 54+00 ISTRUCTUREI
+:so � � I I �
(01
® I I
— I
+50
51+00
4,3 ►
ECR �
EXISTING DBL 12'W X 6'H
RC BOX
+50
— — — — — — — — — — — — — — — — — — — — — — — — —
SD STA 54+77.58 =
MZ9i
FOOTHILL
NORTH
BOULEVARD
q_ PLAN
RC BOX 6'- 0"
R W SCALE 1" = 10'
5 o TO
39' UTILITY AND S.D EASEMENT FOOTHILL BLVD
DRILL Sc BOND 6)1 S@ 1 '- 0" = 5'- 0" 6 ►►
SEE CALTRANS STANDARD #7 SPACING
doll 7'_3" PLAN ES-6RA FOR
SIGNAL POLE AND ANCHORAGE DRILL & BOND
3' RAD VARIES « . « « . + #7 X 4'-10" IN 1 3/8"0 X 30" DEEP HOLE
I FUTURE 3'-0" 0 PEDESTAL FOR REINF
SIGNAL SEE CAST -IN -DRILLED HOLE
OPTIONAL CONSTRUCTION JOINT ----,POLE �"� I CBcG PILE FOUNDATION'. DETAIL ON (TYP)R GENERAL NOTES:
CALTRANS STANDARD PLAN ES -6T ,
FUTURE FINISHED SURFACE EXTEND VERTICAL REINFORCEMENT TO -
I BOTTOM OF DISTRIBUTION SLAB I I I I 1 1 I I I I I
DESIGN: BRIDGE DESIGN SPECIFICATIONS
�w F - T - - - #5 0 ® 9 (1983 AASH TO WITH INTERIMS AND
II ►� I I I I I I 1 1 I I I REVISIONS BY CALTRANS)
SIGNAL POLE DISTRIBUTION SLAB w l I I 1 1 I I I I I I I
N I I I I I I I I I I
I I I I I I I I I I I I
I I I I I I I I I I I
EXISTING REINFORCEMENT PLACED I I I I I I 1 1 I I I I REINFORCED CONCRETE:
AT BOTH FACES (TYP.) '°' I I I I I I I I I I I I I
N I I I I I I I I I I I I #6T
O T 7
I I I I I I I I I I I I FY= 60, 000 PSI
I I I I I I I I
I I I I LJ L.J I_J LJ LJ LJ F'C=3,200 PSI
I DRILL & BOND --------__i i I i i l ELECTRICAL CONDUIT N=9
I #7 TOT 6 EQUAL I I III DRILL & BOND SEE TRAFFIC SIGNAL PLANS #6 �� TOT 7
I EQUAL I 1 #7 TOT 6
E ~I- 2" CLR
LJ
(TYP)
1,` 0„
—OA1
EXISTING DBL RC BOX
.I TRANS STRUCTURE
} I I I VARIES 10'—O"t MIN
I 12'-0"f MAX I
I
RC BOX
WALL -- -- -- -- --
VARIES 22'-O"f TO 26'-0"t
POLE LOCATION ALT #2 (OCROSS—WALK)
SCALE: 1/4" = 1'-0"
TYPICAL SECTIONS
SECTION A—A
SCALE: 112" = I' -Of'
3 10,
R/W
—
CURB FACE
(FUTURE)
-- N
(.
D
O vi O
F--, +I I- -H --�
00
d Q n
V.J
cnw
O
w
\
I
qlL
Lo
O 00
CL [n (L m
+50
51+00
4,3 ►
ECR �
EXISTING DBL 12'W X 6'H
RC BOX
+50
— — — — — — — — — — — — — — — — — — — — — — — — —
SD STA 54+77.58 =
MZ9i
FOOTHILL
NORTH
BOULEVARD
q_ PLAN
RC BOX 6'- 0"
R W SCALE 1" = 10'
5 o TO
39' UTILITY AND S.D EASEMENT FOOTHILL BLVD
DRILL Sc BOND 6)1 S@ 1 '- 0" = 5'- 0" 6 ►►
SEE CALTRANS STANDARD #7 SPACING
doll 7'_3" PLAN ES-6RA FOR
SIGNAL POLE AND ANCHORAGE DRILL & BOND
3' RAD VARIES « . « « . + #7 X 4'-10" IN 1 3/8"0 X 30" DEEP HOLE
I FUTURE 3'-0" 0 PEDESTAL FOR REINF
SIGNAL SEE CAST -IN -DRILLED HOLE
OPTIONAL CONSTRUCTION JOINT ----,POLE �"� I CBcG PILE FOUNDATION'. DETAIL ON (TYP)R GENERAL NOTES:
CALTRANS STANDARD PLAN ES -6T ,
FUTURE FINISHED SURFACE EXTEND VERTICAL REINFORCEMENT TO -
I BOTTOM OF DISTRIBUTION SLAB I I I I 1 1 I I I I I
DESIGN: BRIDGE DESIGN SPECIFICATIONS
�w F - T - - - #5 0 ® 9 (1983 AASH TO WITH INTERIMS AND
II ►� I I I I I I 1 1 I I I REVISIONS BY CALTRANS)
SIGNAL POLE DISTRIBUTION SLAB w l I I 1 1 I I I I I I I
N I I I I I I I I I I
I I I I I I I I I I I I
I I I I I I I I I I I
EXISTING REINFORCEMENT PLACED I I I I I I 1 1 I I I I REINFORCED CONCRETE:
AT BOTH FACES (TYP.) '°' I I I I I I I I I I I I I
N I I I I I I I I I I I I #6T
O T 7
I I I I I I I I I I I I FY= 60, 000 PSI
I I I I I I I I
I I I I LJ L.J I_J LJ LJ LJ F'C=3,200 PSI
I DRILL & BOND --------__i i I i i l ELECTRICAL CONDUIT N=9
I #7 TOT 6 EQUAL I I III DRILL & BOND SEE TRAFFIC SIGNAL PLANS #6 �� TOT 7
I EQUAL I 1 #7 TOT 6
E ~I- 2" CLR
LJ
(TYP)
1,` 0„
—OA1
EXISTING DBL RC BOX
.I TRANS STRUCTURE
} I I I VARIES 10'—O"t MIN
I 12'-0"f MAX I
I
RC BOX
WALL -- -- -- -- --
VARIES 22'-O"f TO 26'-0"t
POLE LOCATION ALT #2 (OCROSS—WALK)
SCALE: 1/4" = 1'-0"
TYPICAL SECTIONS
SECTION A—A
SCALE: 112" = I' -Of'