HomeMy WebLinkAbout5591-1CATAWBA AVE.
TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION GENERAL NOTES
1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO
THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CnYS 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 DIVISION 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"x30.5"x30"
DEEP (INSIDE). FIBERGLASS. HAVE LOCKING 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.
T 8. PULLBOXES 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 Ir 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.
Know what's below.
Call before you dig.
HEADER I CUT
�, EXISTING
0.10' MIN. AC SURFACING
C/G EX. 6rUL1BOX �'
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N (, I
00
—A-
21+00 2200 2 +0
z EX.3'C�
= 4 �! CS
~N M I
- - -
EX. D/W RAN C/G ENEX.3mC
SANTA ANA AVE.
NEW A. C. t.. EX.2-40C i
TACK COAT ` "' 2 -SACK
ALL EDGES SLURRY BACKFILL
EXISTING CURB (INITIAL POUR TO BE FLUSH E)L CONTROLLER-/ 3�' 44'
OR= WITH SURROUNDING SURFACE)
•� (N.T.S.) i
CURB AND GUTTER a• 16
Js IGID
METAL RCONDUIT CITRUS AVE.
(INSTALLED WITH 1' MIN. COVER)
DUCT INSTALLATION AND TRENCH REPAIR DETAIL
IN PAVED STREET
N.T.S.
DETAIL "C"
CONSTRUCTION NOTES:
SYMBOL
LABEL
DESCRIPTION
TOTAL QTY.
INSTALL 3' METAL RIGID CONDUIT AND PULLROPE FOR FUTURE TRAFFIC SIGNAL
INTERCONNECT. STUBOUT CONDUIT WHERE SHOWN FOR FUTURE CONNECTION.
1,260 LF
Q
FURNISH AND INSTALL P48 SPLICE VAULT PER CITY OF FONTANA STANDARDS.
3 Each
®
3
INSTALL 20' OF PERVIOUS CURB/GUTTER.
80 LF
OEXISTING SIGNALIZED INTERSECTION
® INSTALL NEW CONDUIT INTO EXISTING PULLBOX.
-i
SCALE: 1' = 40'
20 0 20 40 60
IN