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TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION GENERAL NOTES
20+00.00 OLEANDER AVE.
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E- 1 ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL
,
CONFORM TO THESEPLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITY S
SPECIAL PROVISIONS, SECTION E, THE CALTRANS STANDARD PLANS AND
SPECIFICATIONS DATED 2015 THE REVISED CALTRANS STANDARD PLANS AND
# R
44y,� SPECIFICATIONS DATED 2016 AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC
� CONTROL- DEVICES, DATED 2014.
�i
► ` 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
• FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
U HIGHLAND AVE.
23+t8.00 SO TH H , 22 34 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO
•
20+00.00 CYPRESS AVE. a CONSTRUCT T INTERCONNECT CIRCUIT AS SHOWN ON THE PLANS EXCEPT ANY
�m CONSTR C HE ,
d n CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E.
oc
SOUTH H IGHLAND VENUE 4. LOCATION OF ALL UNDERGROUND. FACILITIES ARE APPROXIMATE. CONTRACTOR
SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING
f
00 FACILITIES WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE
O OR CONFLICTS PRIOR TO COMMENCING WORK.
o NOTIFIED OF ANY DISCREPANCIES
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1 (� w
,� , CONTRACTOR SHALL RELOCATE AND/OR REPLACE ANY LANDSCAPING OR
SPRINKL R I- -E- ,
� E S AFFECTED` BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
N bye mm; Y I piV tl ENGINEER.
R .«-a «.,.e -»~a --.Y +--% % e R R ..«..R •.....4 ..-+.a ...+Y+••.% .....x e...R ..e.a ...e.Y ..«..W .....W .....% ......y .....R .....x -..:.@ .....a •..-Y ..«.Y -....s w%%..w.n ......4 .,....R .,w.p •..•••i^ «....W ......x ......Y ...etl �H .....p m,^9 •.e^3 •^^,. ^^^%.M+Y +vx .....R .....F $ $ % ..•-R -R ...... -...-® ...wA'........4 -..-4 •....•a •.^�•N �Y £•^mW
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5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
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� - s �. , � � SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION•
�- Z RIGID
�- % � AND CONDUIT .SHALL BE 3 GALVANIZED
IM
W k[;., � �, �.. 6. ALL PULL BOXES SHALL BE No. 6E
5 OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48
W METAL UNLESS TH
# ,I „ BE
Z ��. � � 48.5 x30.5- x30 : DEEP INSIDE FIBERGLASS, HAVE LOCKING LIDS,- AND
-` % - „ ,�
.. _ , C TIONS . PULL BOXES AND SPLICE VAULTS SHALL BE
I � � a LABELED "COMMUNICATIONS
c. . £
� f � g% THE PROJECT_ DETAILS FOR PULL BOX. AND
W � R ! � � INSTALLED IN .:.ACCORDANCE. WITH
TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION CONSTRUCTION NOTES;1£
W _ SPLICE VAULT INSTALLATION.
Ui-- -- --
w ..m .
OBTAIN APPROVAL FROM THE CITY ENGINEER FOR EXACT
_. �.' .�.....> � �. 7. CONTRACTOR SHALL
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T 6 E AND
GENERAL NOTE VAULT. THIS. SHEET FURNISH AND INSTALL TYPE P48 SEE' GEN_ SPLICE V FINAL PLACEMENT. SEE DETAIL
1 C �) � EQUIPMENT LOCATIONS PRIOR TO
a fi ,� SECTION E.
2 FURNISH AND INSTALL 3 CONDUIT. SPLICE VAULTS SHALL NOT BE INSTALLED WITHIN THE BOUNDARIES
5 ! l/ ) 8. PULLBOXES AND SPL L
5 3 6 9 ! OF NEW OR EXISTING WHEEL CHAIR RAMPS.
3 L 6 STRAND S.MF.O. CABLE. e C! 1
!
FURNISH- AND INSTALL 9 N '` 9. WHEN PULLBOXES AND SPLICE VAULTS ARE INSTALLED WITHIN -SIDEWALK, THE
+ _ 20' ADJUSTED SO THAT THE TOP IS FLUSH WITH THE TOP OF THE
o � ' � DEPTH. `SHALL: BE
4 INSTALL CONDUIT INTO EXISTING P48 SPLICE VAULT. N I SIDEWALK. WHEN INSTALLED IN UNIMPROVED AREAS, THE DEPTH SHALL BE
ADJUSTED SO THAT THE TOP IS 1 ABOVE GRADE.
3
�- a
5 COIL AN ADDITIONAL 50 OF 96-STRAND SMFO CABLE FOR SLACK IN P48 BOX. cn
LEGEND a 10. WITHIN EACH PULLBOX AND SPLICE VAULT, ALL CONDUITS SHALL BE SEALED WITH
n�
SEALING COMPOUND. ALL GROUND CONNECTIONS SHALL BE COATED WITH
12-STRAND
6 FURNISH AND INSTALL 12 STRAND S.M.F.O. CABLE. COIL AN ADDITIONAL 20 OF i AND LICE VAULTS SHALL BE
S ! OXIDATION PROHIBITING COMPOUND. PULLBOXES P
Q TRAFFIC SIGNAL, CABLE FOR SLACK IN EXISTING PULLBOX. - ; SEALED AFTER ALL CONDUIT ENTRANCES HAVE BEEN MADE.
� »
FURNISH AND INSTALL SPLICE ENCLOSURE. FUSION SPLICE DESIGNATED STREET LIGHT 11. CONTRACTOR SHALL SUPPLY AND INSTALL � MULE TAPE. IN ALL EMPTY CONDUITS.
F7] FIBERS FROM 96-STRAND SMFO TO EXISTING 96-STRAND SMFO PER FIBER SPLICE O PROPOSED P48 SPLICE VAULT
MINIMUM OF 50' -STRAND SMFO 12. THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING,
SCHEDULE (SEE DWG. 5624 2/2). COIL A M of 96
IRRIGATION, SIDEWALK, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION O
CABLE FOR SLACK IN SPLICE VAULT.F
THE ENGINEER.
FURNISH AND INSTALL SPLICE ENCLOSURE. FUSION. SPLICE DESIGNATED
13. ALL OPEN- EXCAVATIONS WITHIN .THE PUBLIC RIGHT-OF-WAY SHALL BE
FIBERS FROM 96-STRAND SMFO TO 12-STRAND SMFO PER FIBER SPLICE
8 BACK -FILLED PER CITY ..STD. 1008 OR STEEL. PLATED PER CITY STD. 1009 DURING
a _
SCHEDULE (SEE DWG. 5624 2/2). COIL A MINIMUM OF 50 of 96 STRAND
NON -WORKING HOURS. "STEEL PLATES AHEAD" WARNING SIGNS .SHALL BE POSTED
AND 20 OF 12 STRAND SMFO CABLE FOR SLACK IN SPLICE VAULT. IN ADVANCE OF STEEL PLATE BRIDGING. PERMANENT TRENCH REPAIR SHALL BE
PER CITY STD. 1008.
INSTALL AND TERMINATE 12 STRAND SMFO CABLE TO WIC IN CONTROLLER CABINET
F91
PER FIBER SPLICE SCHEDULE (SEE DWG. 5624 2/2).
SCALE. 1 .40 14. 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.
40 20 0 40 80 120
SEE DWG. No. 5623 FOR TRAFFIC SIGNAL PLAN
REV. REVISION DESCRIPTION DATE ENGR- MY DATE
o�E Prepared Under The.. Supervision Of. C I TY OF FONTANA, CALIFORNIA
la► SHOULD CONSTRUCTION OF THE REQUIRED sit P
IMPROVEMENTS NOT COMMENCE WITHIN TWO �FF K j M TRAFFIC SIGNAL INTERCONNECT PLAN
YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCAM:
DT SOUTH HIGHLAND AVENUE
1:40
AND CARRIED FORTH IN A DILIGENT MANNER THE
No. 63106 �
DIAL TWO WORKING DESIGNED BY. DATE.
Exp. 6-30-�20
RE DAYS BEFORE REQUIRE REVISIONS THE DT BEFORE CITY ENGINEER MAY REQ ...E IONS TO OLEANDER TO CYPRESS AVE 3 18 2019
YOU DIG
YOU DIG'
CIVIL Date: �
PLANS TO BRING THEM INTO CONFORMANCE WITH CHECKED BY. APvED DRAWING NO.:
TOLL FREE 1-800-227-2600
qjF DH DA,52
E.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. (G�t'
Jeff Kern, R.C.E. 63106 CITY ENGI116242