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STATE STD. PCC
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�° FOOTHILL BLVD. C REPLACE C &' G F OT H I LLO
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`TRAFFIC DETECTOR
EASEMENT
JUNCTION BOA! LOCATIONS &
UTILITY EASEMENT
FOOTHILL BLVD. MID—BLOCK ENTRY
SCALE: 1" =10'
0 20 40 60
Scale: 1" =40'
CONDUIT PLAN KEY NOTES
A 3 of DIA. CONDUIT FOR POWER TO STREET LIGHTS.
CONTRACTOR TO PROVIDE- CONDUIT, EXCAVATE &
BACKFILL 24 -INCHES BELOW FINISHED GRADE.
HAND HOLES TO BE FURNISHED BY SOUTHERN
CALIFORNIA EDISON COMPANY, AND SET TO GRADE
BY CONTRACTOR IN NEW SIDEWALK. PULL ROPE
REQUIRED AS PER EDISON DRAWINGS.
B 2" DIA. CONDUIT .FOR SIGNAL INTERCONNECT.
CONTRACTOR TO PROVIDE CONDUIT, EXCAVATE, &
BACKFILL 30 -INCHES BELOW FINISHED GRADE.
PROVIDE RADIUS SWEEPS INTO PULL BOXES.
PULL ROPES REQUIRED- BETWEEN EACH SET OF NEW
PDLL BOXES.
3 1 /2" DIA. CONDUIT FOR SIGNAL INTERCONNECT
ACROSS FOOTHILL BLVD. CONTRACTOR TO PROVIDE
CONDUIT AND BORING ACROSS STREET. PROVIDE
RADIUS SWEEPS INTO PULL BOXES. PULL
ROPES REQUIRED BETWEEN EACH SET OF NEW
PULL BOXES.
D CALTRANS STD.. #9A STRUCTURE PULL BOX
(ES --7A). SET TO NEIN FINISHED CONCRETE
SIDEWALK ELEVATIONS. CONNECTING CONDUITS
TO ENTER THRU BOTTOM OF PULL BOX.
E . 3" DIA. CONDUIT FROM ELECTRICAL TRANSFORMER PAD
TO .#9A PULL BOX (FUTURE SERVICE PEDISTAL
LOCATION). CONTRACTOR TO PROVIDE CONDUIT,
EXCAVATE, & BACKFILL 30 -INCHES BELOW FINISHED
GRADE. PROVIDE RADIUS SWEEPS INTO PULL BOXES
AT • GRADE STRUCTURES.
F 1 1/2" DIA. CONDUIT FOR FUTURE TRAFFIC
DETECTOR LOOPS. CONTRACTOR TO PROVIDE CONDUIT.,
EXCAVATE, & BACKFILL 36" BELOW FINISHED GRADE.
PULL, ROPE REQUIRED.
CITY,of F�NTANA;
ApPF#OVAI. FOR PALMETTO AND MANGa
AVE. NNEC�TIO� FOOTHILL BLVD'
N �
E 6130194 4-
OFCN
Revisions:
NO. DESCRIPTION
Prepared - : Dan E. Tanner
ENGINEER OF RECORD
CA LIC.# RCE 33621
1400 S. BOSTON AVE., SUITE 300
TULSA, OKLAHOMA 74119
PHONE: 918) 582-8771
CONTACT: MAW WANDER
CITE' OF FONTANA, CALIFORNIA
DRAWN BY:DATE:
CADD WAL—MART REDEVELOPMENT . CENTER 03/25/92
DESIGNED BY: CONDUIT PLAN
S.A.N. 11
CHECKED BY: FOOTHILL BLVD.
OF SHEETS
CIVIL ENGINEER RCE 25126
W.U. DWG NO.
APPROVED: 21,08
ENGINEER R.C.E.
9