HomeMy WebLinkAbout5532-1CITY OF FONTANA
TRAFFIC SIGNAL INTERCONNECT PLANS
CITRUS AVENUE
LLJ
Lj
\ QP \
�
G \ X C-3-Lli
\ \0
00 ��0� A.P.N.
w zw \ ��O \ o 226-092-051
M \ \ FUT. R/W \ 00 �`� \ \
Vw Uu) � FUT. R/W \ E \ \ \
> o _ \
MQ "co
m i \ \ \ FUT. C&G \
\ FUT. C&G Q \
- - - I -
ROP. EP P \
\
- US AVE v - 119 120 _ — 21
-76
\ p -
EXIST. EP J \
------------
I -
I
BLUE IRIS
STREET
q TUNNEL
PROP.0&G \ —� S -�
_ — _PROP. PROP_RIWLANDSCAPE LOTS — — — --- — —
SIDEWALK \
\
\ \ A.P.N.
131-009
CITRUS AVENUE
FUT. R/W FUT. RIW
I
I
\ -c}
--�-FUT.- C&G ------
)
� FUT. C&G
I
to
LLJ
\ \ I j CITRUS AVE - —
o T
mf26
Q 122 123 124 _ 12� _ o
Li
------------ - - - - --
U - -
a \ \ I I I-----------
o \
� \ PROP. I I I z
N \\ � 2- I I f �
\ \ -
co
-1
\ \ o I I \
L
�
\\\ o 0 0 o m l I
\ N tiLo
I I
\ o 0 0 o n '
I I
\ \ N
\\ o o N��
I
w
Q
UJ cn
Z_ Ln Z
w z
E
= O
cq O o
roco E_
p J U
UJ
/TOP OF
� U' / TUNNEL
TUNNEL DIAMETER TO BE
APPROVED BY ENGINEER
6-11/2” (38mm) C., OO
OR AS NOTED ON PLANS
DETAIL A
TYPICAL DIRECTIONAL DRILL UNDER
PAVEMENT/SIDEWALK
NOT TO SCALE
\
0
co
Lo
0
- - - - - - - - - - - - - -- ` --
CITRUS AVENOE i � �'
6-1 1/2" -
CONDUITS
FIBERGLASS BOX
VX 4" PVC PIPE. TOP -
Or: PIPF T!1 CIT FI I ICH
POLYMER CONCRETE
2 PIECE COVER
-6-11/2"
CONDUITS
I
CRUSHED 3/4" ROCK
FIBERGLASS BOX
SECTION 'A' -'A'
DUNCAN CANYON ROAD
B
CONDUIT TO BE
HORIZONTALLY ALIGNED
FIBERGLASS BOX
�V' DRAIN HOLE
3/4" GROUND ROD
B
NOT TO SCALE
6-13/4"
DRILL HOLES
DETAIL B
\
IL
\
\
\
\
\
\
CANYON RO
W 5� r
Lj
E W
Q �
W
\
z
W
N
\
�
LL
N
a
w
U
w
J
�
N
-
U
o
J
w
m
122 z
—
� J
Q
�
\�
CD
S
+
N
N
�
Q
POLYMER CONCRETE
2 PIECE COVER
8'x 3/4" GROUND
ROD REQUIRED -
U
SECTION 'B' -'B'
� SCALE: 1 " = 40'
1 II CASA GRANDE I I AVENUE II II 11
VICINITY MAP
NOT TO SCALE
TRAFFIC SIGNAL INTERCONNECT CONSTRUCTION NOTES:
1 FURNISH AND INSTALL 6-1.5 „
SCHEDULE 40 HDPE CONDUITS PER DETAIL A„ „
, B„&"C”. .THE CONDUITS SHALL
BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN. FURNISH AND INSTALL ONE
POLYESTER MULETAPE IN ALL CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH
A MINIMUM 10 -FOOT RADIUS. SEE THIS SHEET FOR MORE DETAIL. INSTALL 96 STRAND SMFO CABLE IN
ORANGE CONDUIT. COIL 50' IN EVERY PULL BOX.
F2 FURNISH AND INSTALL P48 PULL BOX WITH MINIMUM 10' CONDUIT SWEEPS.
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 CITY'S SPECIAL PROVISIONS, SECTION E, THE
STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA
MANUEL OF TRAFFIC CONTROL DEVICES, DATED 2014.
2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING
DIVISION PRIOP TO COMMENCENT OF WORK.
3. CONTRACTOR SHALL FURISH 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 FACILITIES 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 DISCREPANCIES 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 2" GALVANIZED RIGID METAL UNLESS OTHERWISE
SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5"X30.5"X30" DEEP (INSIDE), FIBERGLASS, HAVE LOCKING
POLYMER CONCRETE 2 PIECE COVER, 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 DETAILS THIS SHEET AND SECTION E.
8. THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK,
PAVEMENT OR ROADWAY STRIPING TO SATISFACTION OF THE ENGINEER.
9. 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.
1 r^rk ire
CB INSTALL CONDUIT INTO EXISTING PULL BOX.
IL
viii
CANYON RO
W 5� r
Lj
E W
Q �
W
z
W
N
Q
�
N
a
U
w
�
�
N
U
1 II CASA GRANDE I I AVENUE II II 11
VICINITY MAP
NOT TO SCALE
TRAFFIC SIGNAL INTERCONNECT CONSTRUCTION NOTES:
1 FURNISH AND INSTALL 6-1.5 „
SCHEDULE 40 HDPE CONDUITS PER DETAIL A„ „
, B„&"C”. .THE CONDUITS SHALL
BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN. FURNISH AND INSTALL ONE
POLYESTER MULETAPE IN ALL CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH
A MINIMUM 10 -FOOT RADIUS. SEE THIS SHEET FOR MORE DETAIL. INSTALL 96 STRAND SMFO CABLE IN
ORANGE CONDUIT. COIL 50' IN EVERY PULL BOX.
F2 FURNISH AND INSTALL P48 PULL BOX WITH MINIMUM 10' CONDUIT SWEEPS.
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 CITY'S SPECIAL PROVISIONS, SECTION E, THE
STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA
MANUEL OF TRAFFIC CONTROL DEVICES, DATED 2014.
2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING
DIVISION PRIOP TO COMMENCENT OF WORK.
3. CONTRACTOR SHALL FURISH 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 FACILITIES 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 DISCREPANCIES 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 2" GALVANIZED RIGID METAL UNLESS OTHERWISE
SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5"X30.5"X30" DEEP (INSIDE), FIBERGLASS, HAVE LOCKING
POLYMER CONCRETE 2 PIECE COVER, 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 DETAILS THIS SHEET AND SECTION E.
8. THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK,
PAVEMENT OR ROADWAY STRIPING TO SATISFACTION OF THE ENGINEER.
9. 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.
1 r^rk ire
CB INSTALL CONDUIT INTO EXISTING PULL BOX.