HomeMy WebLinkAbout3002-1HEADER CUT
TACK COAT COMPLETE
1' 1, SURFACE BEING PAVED
0.03' LIP EXCEPT AT
RT POCKETS
Id ___7
,•.; EXIST A.C. SURFACE
0.10' MIN.
NEW A.C.
EXIST CURB 30 SOUTH HIGHLAND
AND/OR GUTTER
R/W-
POP C��
6-1.5"(41mm) SCH 40 HDPE
CONDUITS AND 4 -SACK
ORANGE PEA GRAVEL BACKFILL
DUCT INSTALLATION AND
TRENCH REPAIR
DETAIL "A"
N.T.S.
SIDEWALK
NATIVE SOIL AT 90%
COMPACTION (IF SIDEWALK
30DOES NOT EXIST. COMPACTIED
NATIVE SHALL BE FLUSH WITH
EXIST CURB SURROUNDING SURFACE.)
AND/OR GUTTER
86-1 .5"(41mm) SCH 40 HDPE
LT-, CONDUITS AND 4 -SACK
ORANGE PEA GRAVEL BACKFILL
DUCT INSTALLATION AND
TRENCH REPAIR
(PARKWAY INSTALLATION)
DETAIL "B"
N. T. S.
TRAFFIC SIGNAL INTERCONNECT GENERAL NOTES:
/ MATCH LINE 101+00 �
SEE BELOW RIGHT �
1. TRAFFIC SIGNAL INTERCONNECT SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS
AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS (DATED, JULY 1999).
2. LOCATION. OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE, THE CONTRACTOR
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS
ON THE JOB SITE. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND
SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING.
3. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT
LOCATIONS PRIOR TO FINAL PLACEMENT.
4. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
5. ALL TRAFFIC CONTROL WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED
BY CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR
PEDESTRIAN TRAFFIC. CONTRACTOR SHALL FOLLOW THE MANUAL OF TRAFFIC CONTROL DEVICES
FOR CONSTRCTION AND MAINTENANCE OF WORK ZONES, CALTRANS STANDARD SPECIFICATIONS
AND STANDARD PLANS, LATEST EDITION. EXACT LOCATION OF ALL TRAFFIC CONTROL TO BE
DETERMINED BY THE ENGINEER.
6. COMMUNICATION PULLBOXES SHALL BE INSTALLED AT 600' MAXIMUM SPACING, UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
7. EXISTING DRIVEWAY ACCESS SHALL BE MAINTAINED BY THE CONTRACTOR AT ALL TIMES.
8. CONTRACTOR SHALL INSTALL CONDUIT UNDER. ALL CONCRETE DRIVEWAYS USING BORING METHOD.
(SEE SPECIAL PROVISIONS.)
9. ALL PULLBOXES SHALL BE NO. 6 AND CONDUIT SHALL BE 53(211)C, RIGID METAL UNLESS SHOWN OTHERWISE.
ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48 48.5"X30.5"X30" DEEP (INSIDE), PRE -CAST CONCRETE,
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HAVE LOCKING LIDS AND BE LABELED COMMUNICATIONS.
Q SEE DRAINING NO.2997 SHEET 3 OF 33 FOR ADDITIONAL NOTES.
TRAFFIC SIGNAL INTERCONNECT CONSTRUCTION NOTES:
1 INSTALL SIC (6PR # 19) IN EXISTING 53 (2") CONDUIT.
a INSTALL 6-410.5") SCHEDULE 40 HDPE CONDUITS PER
DETAIL "A". THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW
RED, BLACK, BLUE AND GREEN. INSTALL ONE INTERCONNECT
CABLE (6PR# 19) IN THE ORANGE CONDUIT. INSTALL PULL ROPE
IN THE REMAINING CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE
INSTALLED WITH A MINIMUM 3 FOOT RADIUS.
F3 INSTALL P48 PULLBOX.
174] INSTALL 53 (29 CONDUIT AND SIC AS SHOWN.
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SCALE: 1'' = 40'
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FOR INTERSECTION DETAILS
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PERMIT NO.08-03-N-MC-0483
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