HomeMy WebLinkAbout5711-1POLE AND EQUIPMENT SCHEDULE•
STANDARDS
VEH. SIGNAL MTG.
PED. SIG.
P.P.B.
POLE LOC.
L.E.D.
RETRO REFLECTIVE STREET
NAME SIGN (RSNS)
COMMENTS
SIGNAL
LUMIN.
TYPE
HEIGHT
M.A.
M.A.
MAST ARM
POLE
MTG.
0
QUAD
A
B
Luminare
SEE DETAIL A
Q
26-4-100
30'
45'
15'
2—MAS
SV-1—T
SP-1—CS
2
4
21'
5'
111 W
**Oleander Ave
F=19'
--
----- - ------------- -
1—A
- -- - --- ---
10'
---
—
-- -
—
-
—
-
TV— 1—T
- -- — - -- -
SP-1—CS
-- -----
4
-- --
1
- --
21'
4'
-
—
_ -
—
-- --- ---- -
—
Q
24-4-100
30'
35'
15'
2—MAS
Sv-1—T
Sp— 1—CS
4
1
11'
5'
111 W
**Santa Ana Ave
F=14'
Q
1—A
10'
—
—
—
TV— 1—T
Sp— 1—CS
6
2
10'
4'
—
—
—
Q
26-4-100
30'
40'
* 15'
2—MAS
Sv-1—T
SP-1—CS
6
2
10'
6'
111 W
**Oleander Ave
F=16'
Q
1—A
10 9—
—
—
TV— 1—T
SP-1—CS
8
3
13'
4'
—
—
—
Q
24-4-100
30'
30'
15'
2—MAS
Sv-1—T
Sp— 1—CS
8
3
13'
5'
111 W
**Santa Ana Ave
F=9'
Q
1 A
10'
—
—
—
TV— 1—T
SP-1—CS
2
4
9'
4'
—
—
—
■EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES.
� STRAIGHT ARM STREET LIGHT
** STREET NAME SIGNS TO BE MOUNTED ON CONTRACTOR SUPPLIED SHAFT MOUNTED CANTILEVER SIGN ARM IN ACCORDANCE WITH CITY STD. 4005
TRAFFIC SIGNAL GENERAL NOTES
PHASE
1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL
CONFORM TO THESE PLANS, 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
SPECIFICATIONS, DATED 2016, AND THE CALIFORNIA MANUAL OF UNIFORM 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 TRAFFIC SIGNAL. AND LIGHTING 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.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION.
6. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS
OTHERWISE SHOWN.
7. ALL VEHICLE INDICATIONS SHALL BE 1°2" AND HAVE L.E.D. SIGNAL. MODULES. ALL
PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRIAN
COUNTDOWN TIMERS PER SPECIAL PROVISIONS.
8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL
REPLACED WITH NEW CONSTRUCTION.
9. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT
LOCATIONS PRIOR TO FINAL. PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E.
10. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM
SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY.
11. CONTRACTOR SHALL INSTALL CITY -SUPPLIED REINFORCING CABLES AND ASSOCIATED
HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN
ACCORDANCE WITH CITY DESIGN STANDARD 4005.
12. THE CONTRACTOR SHALL REPAIR/REPLACE/RELOCATE ANY AND ALL DAMAGED
LANDSCAPING, IRRIGATION, SIDEWALK, CURB, 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.
14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO
THE CITY ENGINEER.
PROPOSED
PR�P�SED PHASE DIAGRAM
01 03 O4
t I n
05 06 07 08
08P_
n -•F -r•-
r
t
230' M BACK
o, OF LIMIT LINE
EX VV
TO cirRus R
Ex. s
C/G
2"C(2 DLC)J
EX. C/GJ
TRAFFIC SIGNAL CONSTRUCTION NOTES:
�1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING
TYPE "R" CABINET, LOOP DETECTION. AND APPURTENANT EQUIPMENT. CONTROLLER
EMERGENCY VEHICLE CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING
PRE-EMPTION DETECTOR 4001. INSTALL 4" SLAB AROUND CONTROLLER CARNET, DIMENSIONS AS SHOWN.
CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC
EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE
PLAN.
�2 FURNISH AND INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF
FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. INSTALL
4" SLAB AROUND SERVICE EQUIPMENT ENCLOSURE, DIMENSIONS AS SHOWN.
Q3 FURNISH AND INSTALL 3" PVC CONDUIT WITH PULL ROPE FOR SERVICE
O CONNECTION. SERVICE POINT TO BE DETERMINED. CONTACT SOUTHERN CALIFORNIA
MAST ARM OR
POLE SHAFT EOISON PRIOR TO BEGINNING OF WORK (909-357-6116).
0 �4 FURNISH AND INSTALL SIGNAL MAST ARM MOUNTED SIGN PER CALTRANS
STANDARD PLAN ES-7N, DETAIL U.
�5 FURNISH AND INSTALL 15 PULLBOX.
O FURNISH AND INSTALL #5T PULLBOX, TRAFFIC BEARING.
FURNISH AND INSTALL #6E PULLBOX.
EMERGENCY VEHICLE PRE—EMPTION
FURNISH
DETECTOR MOUNTING DETAIL RNISH AND INSTALL UNI-DIRECTIONAL SINGLE CHANNEL �T1COM DETECTOR
I PERDEfDETAILA� L ' THIS SHEET AND AS DIRECTED BY THE ENGINEER.
N.T.S
DETAIL'N
EX. OVERHEAD LINES i EX. STREET LIGHT TO BE REMOVED BY SCE
r-.. ^ i.At fm*w r /^
EX. S/W
EX. C/
EX. S/1
2"c{1 DLC
EX. S/W
EX. C/G
�8
230' M BACK
o, OF LIMIT LINE
EX VV
TO cirRus R
Ex. s
C/G
2"C(2 DLC)J
EX. C/GJ
TRAFFIC SIGNAL CONSTRUCTION NOTES:
�1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING
TYPE "R" CABINET, LOOP DETECTION. AND APPURTENANT EQUIPMENT. CONTROLLER
EMERGENCY VEHICLE CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING
PRE-EMPTION DETECTOR 4001. INSTALL 4" SLAB AROUND CONTROLLER CARNET, DIMENSIONS AS SHOWN.
CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC
EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE
PLAN.
�2 FURNISH AND INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF
FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. INSTALL
4" SLAB AROUND SERVICE EQUIPMENT ENCLOSURE, DIMENSIONS AS SHOWN.
Q3 FURNISH AND INSTALL 3" PVC CONDUIT WITH PULL ROPE FOR SERVICE
O CONNECTION. SERVICE POINT TO BE DETERMINED. CONTACT SOUTHERN CALIFORNIA
MAST ARM OR
POLE SHAFT EOISON PRIOR TO BEGINNING OF WORK (909-357-6116).
0 �4 FURNISH AND INSTALL SIGNAL MAST ARM MOUNTED SIGN PER CALTRANS
STANDARD PLAN ES-7N, DETAIL U.
�5 FURNISH AND INSTALL 15 PULLBOX.
O FURNISH AND INSTALL #5T PULLBOX, TRAFFIC BEARING.
FURNISH AND INSTALL #6E PULLBOX.
EMERGENCY VEHICLE PRE—EMPTION
FURNISH
DETECTOR MOUNTING DETAIL RNISH AND INSTALL UNI-DIRECTIONAL SINGLE CHANNEL �T1COM DETECTOR
I PERDEfDETAILA� L ' THIS SHEET AND AS DIRECTED BY THE ENGINEER.
N.T.S
DETAIL'N
EX. OVERHEAD LINES i EX. STREET LIGHT TO BE REMOVED BY SCE
r-.. ^ i.At fm*w r /^
EX. S/W
EX. C/
EX. S/1
2"c{1 DLC
EX. S/W
EX. C/G
�8
FURNISH AND INSTALL SHAFT ARM MOUNTED REPRO REFLECTIVE STREET NAME
SIGN PER CITY OF FONTANA STANDARD PLAN N0. 4005.
Q9
FURNISH AND INSTALL P48 SPLICE VAULT.
DC. C/G
10
FURNISH AND INSTALL 2' PVC SCHEDULE 40 CONDUIT AND 12 STRAND SMFO
CABLE.
n1l
FURNISH AND INSTALL SPLICE ENCLOSURE. FUSION SPLICE DESIGNATED FIBERS
IX. S/W
FROM ACTIVE 96-STRAND SMFO CABLE TO 12 STRAND SMFO PER SPLICE
SCHEDULE. CAL AN ADDITIONAL 25' OF 12 STRAND SMFO CABLE IN THE P48
PULLBOX.
12
TERMINATE DESIGNATED FIBERS FROM 12 STRAND SMFO CABLE TO WALL
INTERCONNECT UNIT LOCATED INSIDE SIGNAL CABINET.
13
COIL AN ADDITIONAL 50' OF 96 STRAND SMFO IN P48 PULLBOX.
14
FURNISH AND INSTALL 96 STRAND SMFO CABLE IN EXISi1NG (OR NEW AS
SHOWN) 4" PVC SCHEDULE 40 CONDUIT BETWEEN THE INTERSECTIONS OF
OLEANDER AND CITRUS.
n15
FURNISH AND INSTALL 3" PVC SCHEDULE 40 CONDUIT AND 96
STRAND SMFO CABLE WITH P48 BOXES SPACED AT 400-FOOT MAX. SPACING
EX_ C/G
BETWEEN THE INTERSECTIONS OF OLEANDER AND CYPRESS.
16
FURNISH AND INSTALL CCTV CAMERA PER MANUFACTURERS SPECIFlCATIONS AND
CITY DESIGN STANDARD 4007.
IX. S/W
JE�
INSTALL CONDUIT INTO EXISTING PULLBOX.
CkE
W
Ile
CURB/BM R W LINE
. S/W OR EDGE OF SHOULDER _ - -
� s
. C/G , �G
0
G
t
-
0
MM FOR *9 AND V DIMEIM6, SEE POLE SCHEDULE
OR AS DUCTED BY ENGNEER
MPM& ANAL. POLE PLACEMENT, UNLESS SHOWN ON PLANS)
SIGNAL STANDARD PLACEMENT DIMENSIONS
AND EQUIPMENT LOCATIONS
EX. OVERHEAD LINES
EX. S/W
EX. C/G
-PROP. C/G
PROP. S/W
2"C(1 DLC}
PROP. C/G
PROP. S/W
2"C(1 DLC)
PM BUTTON UnWN
(TOP VIEW)
CONDUCTOR SCHEDULE
AWG SIZE
OR POLE OR CIRCUIT 2' 4 4 4 3' 4' 4 2-4' 2-4 3'
CABLE TYPE A
A2A3
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Il As Ag Ag
A
Q
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EX. OVERHEAD LINES
tM/ A /0% t"Y/ r% lilt
u
2"C(2-6)(1-#8 FOR SERVICE)
2"C(2-#10)
09McIEW aI w w e ONE±vc.
210096,
2"C(2 DLC)
PROP. C/G
PROP. S/W
2"C(2 DLC) EX. S/W
�EX. C/G
iw t v rffw v
TO CYPRESS
w
Q
Q
t° Z
O
U
w
Q 5"'
SAWCUT DETAIL —
CONVENTIONAL LANE
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