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413.20' I
9lMW AVENUE
T_MW SIGNAL INTERCONNECT/COMMUNICATION (INUM NOTES
1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE
PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E,
THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2015, AND THE
CALIFORNIA MANUAL OF TRAFFIC CONTROL DEVICES, DATED 2014.
2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING
DMSION PRIOR TO COMMENCENT OF WORK.
3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE
INTERCONNECT CIRCUIT AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS
NOTED IN SECTION E.
4. LOCATION OF ALL UNDERGROUND FACILITITES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE
FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES WITHIN THE AREA OF CONSTRUCTION.
THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPENCIES OR CONFLICTS PRIOR TO COMMENCING
WORK. CONTRACTOR SHALL RELOCATE AND/OR REPLACE ANY LANDSCAPING OR SPRINKLERS AFFECTED
BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS
OR MARKERS DURING CONSTRUCTION.
6. ALL PULL BOXES SHALL BE No. 6E AND CONDUIT SHALL BE 3" GALVANIZED RIGID METAL UNLESS
OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5"00.5"00" DEEP (INSIDE),
FIBERGLASS, HAVE POLYMER CONCRETE 2 PIECE LIDS, AND BE LABELED "COMMUNICATIONS". PULL
BOXES AND SPLICE VAULTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT DETAILS FOR PULL
BOX AND SPLICE VAULT INSTALLATION.
7. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER FOR EXACT EQUIPMENT LOCATIONS
PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E.
8. PULL13OXES AND SPLICE VAULTS SHALL NOT BE INSTALLED WITHIN THE BOUNDARIES OF NEW OR
EXISTING WHEEL CHAIR RAMPS.
9. WHEN PULLBOXES AND SPLICE VAULTS ARE INSTALLED WITHIN SIDEWALK, THE DEPTH SHALL BE
ADJUSTED SO THAT THE TOP IS FLUSH WITH THE TOP OF THE SIDEWALK. WHEN INSTALLED IN
UNIMPROVED AREAS, THE DEPTH SHALL BE ADJUSTED SO THAT THE TOP IS 1" ABOVE GRADE.
10. WITHIN EACH PULLBOX AND SPLICE VAULT, ALL CONDUITS SHALL BE SEALED WITH SEALING COMPOUND.
ALL GROUND CONNECTIONS SHALL BE COATED WITH OXIDATION PROHIBITING COMPOUND. PULLBOXES
AND SPLICE VAULTS SHALL BE SEALED AFTER ALL CONDUIT ENTRANCES HAVE BEEN MADE.
11. CONTRACTOR SHALL SUPPLY AND INSTALL 3/8" MULE TAPE IN ALL EMPTY CONDUITS.
12. THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK,
PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER.
13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL
CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS FOR THIS PROJECT.
CITRUS AVENUE
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TRACT 18825"1_ .
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PROPOSED, R/W
I TRACT 18825.1
430
CITRUS AVENUE
BRAW S'CW IMUCONNEWC0r1WNIC AM CONSTRUCTION NOTES WMMES
❑1 FURNISH AND INSTALL 6-1&112" SCHEDULE 40 HDPE CONDUITS. THE 1,575 L.F.
CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND
GREEN. FURNISH AND INSTALL ONE POLYESTER MULE TAPE IN EACH CONDUIT.
CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10—FOOT RADIUS
�2 FURNISH AND INSTALL TYPE P48 (SEE GENERAL NOTE 17) SPLICE BOX
AT EVERY 400' 4 EA.
F3 TERMINATE CONDUIT INTO EXISTING PULL BOX 1 EA.
MUS AVM
EXISTING CURB
do GUTTER
12'
DRY Ull1 U
TRENCH
TYPICAL SECTION
NTS
PROPOSED
R/W
I
EXISTING SIDEWALK
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6-1 112" SIX PACK
INTERLOOP
1" SAND BACKFILL
PROPOSED
R/W
12' _
9r 3'
EXISTING
SIDEWALK
CITRUS AVENUE — — — — — — — — — — — — —
/77
77 7 7 77
EXISTING CURB POTENTIAL
do GUTTER DRY UTILITY
TRENCH
BUS BAY SECTION
'\' j- CORNER OF SUMMIT AVE do CITRUS AVENUE
NTS
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6-1 1/2" SIX PACK
INTERLOOP WITH CEMENT SLURRY
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(N FET)
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pREV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED BASIS OF BEARINGS. Prepared By: OF ESS, CITY OF FONTANA CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHrE ALLARD ENGINEERING IN PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINE q? 0 U• otic` TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION PLANS
TWO YEARS OF THE DATE OF APPROVAL STRATHAM HOMES, INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS
Civil Engineering Land Surveying Land Planning
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30 06"E g 9 - y 9 - g �`" � "��, �� DRAWN BY: SCALE:
SHOWN HEREON AND CARRIED FORTH INA 2201 DUPONT DRIVE, SUITE 300C 16866 Seville Avenue No. 36052 m CV CITRUS AVENUE AS NOTED
DILIGENT MANNER, THE CITY ENGINEER MAY IRVINE, CA 92612 BENCHMARK Fontana, California 92335 W m DESIGNED BY: DATE:
DIAL TWO u❑RKING CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
BEFORE k� DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO TEL (949) 833-1554 (909) 356-1815 Fax (909) 356-1795 � Exp. 6/30/18 � DA NORlI�OF SUMMIT AVENUE December, 2016
YOU DIG TOWER LEG. 343 N/O HIGHLAND AVE., 0.2 MI. W/0 SAN SEVAINE RD.,k10 �:c 2� 2��
TOLL 1-800-227-2600 CONDITIONS AND STANDARBRINC THEM INTO H�RDS IN EFFECT A ALOMANCE WITHNG HIGHLAND AVE.TH CONCRETE BFROM ASE F SIERRA AVEER 19.5; 2.65 MI. WEST Aay ❑nd J. Al rd, A.C.E. 36052 r t tDate' (tj��qTF �F iVA`\E��\P CHECKED BY: APP D BY• DATE: 1 2. 5580 1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
HNAWN = 1411 (expires 6/30/18) RJA
CITY ENGINEER R.C.E. 51152 �