HomeMy WebLinkAbout3601-1TRAFFIC SIGNAL GENERAL NOTES:
1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS,
THE CITY OF FONTANA STANDARD PLANS AND SPECIFICATIONS, THE STATE OF CALIFORNIA
STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS DATED JULY 2002,
THE 2003 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE 2003 MUTCD
CALIFORNIA SUPPLEMENT DATED MAY 2004.
2, LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS %I*
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND x
SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING.
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3. ALL "PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS
SHOWN OTHERWISE.
4. CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE, AND SCHEDULING
WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED.
5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER IN THE FIELD FOR EXACT
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. I
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK
C&G
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER IN THE FIELD. Fr
RAW
8. CONTROLLER CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
MODIFY SPRINKLER SYSTEMS IF NECESSARY, EP
SERVICE FEE
PP#453063
9. SEE DRAWING NO. 3602 FOR SIGNING AND STRIPING WORK.
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10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL uA zz 11
: 5
PEDESTRIAN HEADS SHALL BE L.E.D. PEDESTRIAN MODULES.
11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL z x
REPLACED WITH NEW CONSTRUCTION.
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12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS AND HARDWARE TO CONSTRUCT FOOTHILL ! ,
THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY ` j Dc
FURNISHED, OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. 6
13. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A
CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR 5
THIS PROJECT. INSTALL 2" C.
R/W WITH 2#10(LUM) O
EP 8 08
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TRAFFIC SIGNAL CONSTRUCTION NOTES: 08
P48
INSTALL "CITY FURNISHED" TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT _ �.._
1 _-
PACKAGE) COMPLETE WITH TYPE "R" CABINET, SOLO PRO DETECTION AND AUXILIARY,
EQUIPMENT REQUIRED TO PROVIDE THE OPERATION SHOWN (SEE SPECIAL PROVISIONS). 2
CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD INSTALL 2" C
DETAIL 4004. CONNECT SIC PER TRAFFIC SIGNAL CONTROLLER MANUFACTURER'S WITH 2#6 SIG)
REQUIREMENTS. to
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INSTALL TYPE III -CF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA . ..... --- - .......... t -3_
_._._
AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. 9 OE
aINSTALL UNIDIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR, MODEL 711 OR EQUAL),
PER DETAIL "B", THIS SHEET, AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 I F=16
4 INSTALL "CITY FURNISHED" IMAGE SENSOR UNIT PER CITY STANDARD DETAIL `133 AND
AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 0.
❑
5INSTALL 4" SCHEDULE 80 PVC CONDUIT AND TYPE H SERVICE RISER, WITH PULLROPE PER
SCE REQUIREMENTS. COORDINATE INSTALLATION WITH AN EDISON SERVICE PLANNER
JAIME AMEZCUA AT (909) 357-6109
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INSTALL R73-3 SIGN AND HARDWARE ON MAST ARM PER CALTRANS STANDARD 4
PLAN ES -7N DETAIL "U."
❑ INSTALL CANTILEVER MOUNTED STREET NAME SIGN AND MAST ARM (SEE SPECIAL PROVISIONS).
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❑8 INSTALL 4" SCHEDULE 80 PVC CONDUIT WITH 1 /4" POLY PULL ROPE PER SCE REQUIREMENTS.
❑9 INSTALL 2" CONDUIT WITH INTERCONNECT CABLE (6 PR#22). CONNECT SIC PER CONTROLLER
MANUFACTURERS REQUIREMENTS.
03
LEGEND EP�
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VIDEO DETECTION CAMERA (PER CITY OF FONTANA STANDARD 06P
DETAIL 133) 9 O
MID -TENON NOT REQUIRED
� CAP SECOND MID -TENON FOR FUTURE USE
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GROUP
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06
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REFLECTORIZED NON -ILLUMINATED STREET NAME SIGN (PER CITY
OF FONTANA STANDARD DETAIL 132)
4_0UNI-DIRECTIONAL SINGLE CHANNEL
OPTICAL DETECTOR PER DETAIL HEREON) 3 O
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CONDUCTOR TABLE
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RUNS
CIRCUIT OR
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4
5
6
7
8
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DETAIL "A" DETAIL "B" 10 5 0 10 20 40 N
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N.T.S. N.T.S.
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SERVICE ADDRESS
10 ILUMINAIRE 1 2 1 2 1 2 1 2 1- - - 2 2=
CALIFORNIA w
PLANS P EPARED BY: CITY OF FO ' T .
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VIDEO VIDEO CABLE 1 1
2 2
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DET.
CONDUIT SIZE 3" 3" 3" 4" 3" 3" 3" 3" 3" 3"
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Industry, CA 91746-3497 SCALE: ai
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06-3t-05 * UNDER E SUPERVISION OF: DESIGNED BY: AT DATE: o
s Q S.B.ALMERIA AVENUE Feb 2, 2005
9J. c l V\\_ / � / , DRAWING NO.: 1Zi
� �F C AL��O CHECKED BY: APPROVEDB� /l4� DATE: � i
REV.
REVISION DESCRIPTION DATE ENGR. CITY DATE VANESSA' MUN Z RCE 67583 DATE V.M. Foil
POLE SCHEDULE
STANDARD MASTARMS LUMINAIRE SIGNAL MOUNTING PED PUSH BUTTON R.S.N.S. PLACEMENT REMARKS
TYPE HT. SIG. LUM. H.P.S.V. MAS ARM POLE PED. PHASE LOCATION MESSAGE A 6
A 1—A 10 — — — TV -1—T SP-1—CS 2 W — 12' 4'
35' ' 25 15' 250W M' S SV -1—T SP-1—CS 8 S Foothill Blvd 13 4'
C 1—A 10 — — — TV -2—T SP-1—CS 8 S — 12' 4'
D 29A-5-80 35' S5' 15' 250W 2—PAS SV -1—T SP-1—CS 6 E Almeria Ave 13' 4' F=16' F=12' #
10 — — — TV -1—T SP-1—CS 6 E — 13' 4'
HIEI19A-4-80
E 1—A
F 19A-4-80 35' 25' 15' 250W AS SV -1—T SP-1—CS 4 N Foothill Blvd 14' 4'
G 1_A 10' — _ — TV -2—T SP-1—CS 4 N — 13' 4'
29A-5—$0 35 50 15 250W SV -1—T SP-1—CS 2 W Almeria
OP11COM CABLE
1
1
2
2 2
-
2 1
1 -
CONDUIT SIZE 3" 3" 3" 4" 3" 3" 3" 3" 3" 3"
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ILL O AN �
,�ey 13191 C�ossrLn
to
oods Parkway North, supe 405.. TRAFFIC SIGNAL INSTALLATION
ssA ,ti�ti
Industry, CA 91746-3497 SCALE: ai
(562) 908-6200 DRAWN BY: S.B. FOOTHILL BOULEVARD 20 o1":
N0. 67583
06-3t-05 * UNDER E SUPERVISION OF: DESIGNED BY: AT DATE: o
s Q S.B.ALMERIA AVENUE Feb 2, 2005
9J. c l V\\_ / � / , DRAWING NO.: 1Zi
� �F C AL��O CHECKED BY: APPROVEDB� /l4� DATE: � i
REV.
REVISION DESCRIPTION DATE ENGR. CITY DATE VANESSA' MUN Z RCE 67583 DATE V.M. Foil
POLE SCHEDULE
STANDARD MASTARMS LUMINAIRE SIGNAL MOUNTING PED PUSH BUTTON R.S.N.S. PLACEMENT REMARKS
TYPE HT. SIG. LUM. H.P.S.V. MAS ARM POLE PED. PHASE LOCATION MESSAGE A 6
A 1—A 10 — — — TV -1—T SP-1—CS 2 W — 12' 4'
35' ' 25 15' 250W M' S SV -1—T SP-1—CS 8 S Foothill Blvd 13 4'
C 1—A 10 — — — TV -2—T SP-1—CS 8 S — 12' 4'
D 29A-5-80 35' S5' 15' 250W 2—PAS SV -1—T SP-1—CS 6 E Almeria Ave 13' 4' F=16' F=12' #
10 — — — TV -1—T SP-1—CS 6 E — 13' 4'
HIEI19A-4-80
E 1—A
F 19A-4-80 35' 25' 15' 250W AS SV -1—T SP-1—CS 4 N Foothill Blvd 14' 4'
G 1_A 10' — _ — TV -2—T SP-1—CS 4 N — 13' 4'
29A-5—$0 35 50 15 250W SV -1—T SP-1—CS 2 W Almeria
C1�13G�EER C.E. 51 152 3601 1 Car