HomeMy WebLinkAbout1966-SFM
R
Y
FIVE SECTION O
SIGNAL HEAD
I
/Y
INSTALL BOLTED TYPE POLE
PLATE - ATTACH TOP OF
SV -2—T TO POLE PLATE
THREE SECTION
SIGNAL HEAD
TERMINAL COMPARTMENT
FIVE SECTION SIGNAL HEAD
MOUNTING DETAIL.
NOTE,
ALL SECTIONS 12'
DETAIL *A*
SIGNAL DISPLAYS
SINGLE INPUT
EMERGENCY VEHICLE
PREEMPTION DETECTOR
1 1/2" TO 3/4"
REDUCCER
e
' PELCO AB -0155—L
OR AB -0132-L
MAST ARM
MOUNTING CLAMP FOR,
EVP OPTICAL DETECTOR
EXIST, C & G �--
,
cV
Z
O
"R" CAB.
c ° p
G Q O
PLAN
EXIST. C & G
2' MIN.
„R"
cae.
• d.
PAD -\
. p 0
p Q
f'V'I
0 °
10"
SECTION
TYPE °R° CABINET FOUNDATION AND.
PAD DETAIL.
C:\drawings\Jobs\Signals\14414titlesht.dwg Feb 24, 2004 — 1:57pm
* IF X - 10' USE THESE DIMENSIONS
** IF X - 11' USE THIS DIMENSION
WITH OTHER X DIMENSIONS
CROSSWALK
DOUBLE YELLOW STRIPE STRIPE
OR MEDIAN CURB FACE OR
- - - - - - - - LIMIT LINE
2'*
3'**
X* REFER TO PLAN FOR REMAINING LOOPS 5'*
LEFT TURN LANE 3'*
— — 8" WHITE TURNING LANE UNE — —
X-6'
2
X 10' Iwo[ 6'
X-6.,
INSIDE THRU LANE 2
-{� - - 4" LANE LINE OR 8" TURNING LANE UNE -
3'
7 10' 6,
OUTSIDE THRU LANE I
51 1
ALL DIMENSIONS TO OF STRIPE
LOOP DETECTOR PLACEMENT.
REFER TO PLAN FOR DISTANCE
TO ADVANCE DETECTORS
REMOVABLE
STEEL CAP
I_
EE
SIGN TAB" --
DETAIL
8'-0"
ARM LENGTH
60"
48"
4"-
16 Y2"
BLVD
y COUPLING
Da Creek72 O O FOR
W RING
ANNE T& S
6�1 _) 6„ BY OTHERS)
8 —0
NOTE: LB CONDULET, SJO CABLE, HANGING
HARDWARE & SIGN BY OTHERS
ARM
TUBE
SIZE
LENGTH
BASE PLATESAST
& FLANGES
END O.D. x BASE O.D. x THK.
8'-0"
Grade BSteel
2 3/8" x 3
1/2" x 11 GA.
GENERAL NOTES
BACK CLAMP
SHAFT
W 4 BOLTS
BASE PLATESAST
& FLANGES
(ASTM A-307)
PIPE
Grade BSteel
MATERIAL SPECIFICATIONS
SIGNAL POLE
Groundflush with se metal
LONGITUDINAL
WELDS
All welds shall conform to AWS D1.1 weld
spectfocotion
DIAMETER AT
STRUCTURE
24' ABOVE
-
o dip galvanized per ASTA-153
- FINISHED GRADE
I RITE
fi CLAMP
n accordance with t e pecificatlon for Structural
Supports of Highway Signs, Luminaires and
Traffic Signals. AASHTO 1994
1 1/2" DL4.
occor ance with the'Specification for Structural
Supports of Hiyhwoyy Signs, Luminares and
Troffic Signols. AASHTO 1994
OEBURRED
SIGMA! POLE
CaOALME? N
IP DIA. HOLE IN
x
IgF
A TYPE
WL
WITH
3 -16UNC BLUNT
T-
-
{
POINT
SCREW�APPING (PILOT HOLE
TO BE FIELD
DRILLED)
NOTCH OR DRILL
FOR DRAINAGE
1' DIA. HOLE
W GROMMET
IN (FIELD DRILLED)
CLAMP DETAIL
GENERAL NOTES
MATERIAL SPECIFOTIONS
SHAFT
Steel of 48,000 psi minimum yield after fabrication
BASE PLATESAST
& FLANGES
A-35 Steel ASTM A-36 Steel
PIPE
Grade BSteel
MATERIAL SPECIFICATIONS
BUTT WELDS
Groundflush with se metal
LONGITUDINAL
WELDS
All welds shall conform to AWS D1.1 weld
spectfocotion
FiNUFMA-TING
STRUCTURE
o dip galvanized per ASTM A-123
WAR
o dip galvanized per ASTA-153
I RITE
STRUCTURE
HARDWARE
n accordance with t e pecificatlon for Structural
Supports of Highway Signs, Luminaires and
Traffic Signals. AASHTO 1994
WELDINGn
occor ance with the'Specification for Structural
Supports of Hiyhwoyy Signs, Luminares and
Troffic Signols. AASHTO 1994
cta
AS REQ
"
-� RAD.
949
Ta G.,.
DRILL SIGN TAB DETAIL
HORIZONTAL IISNS MAST AR
C
E.C.R
O —L-
u " " x
B — B
' O O
:V
co
POLE LOCATION CODE
(EXACT LOCATION BY ENGINEER IN THE FIELD)
I.I.S.N.S. LEGEND DETAIL.
LE
W
W
3
b
Y VICTORIA STREET
I�
t . ► f 11` OAKCREEK f1 CT _� g�RTRAND
BASE LINE$ a
ROAD
W :
MILLER
........... — AVENUE
auxc" � FOOTHILL '. BOULEVARD
ARROW °c ROUTE
6TH STREET
4THI STREET lo
Jl dJ/J
O =TRAFFIC SIGNAL LOCATION
j LOCATION MAP.
NOT TO SCALE
GENERAL NOTES
1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and
Standard Specifications dated July 1992, as shown on the plans and in the Special
Provisions.
2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic
Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends
to city stencils. Reflectorize all signs, stripes and legends.
3. Pavement markers and painting procedures for striping per Standard Specifications for
Public Works Construction, latest edition.
4. Locate all substructures prior to construction. Hand dig foundations until clear of
obstructions. Coordinate pole installations with overhead utility or substructure owners.
Phone Underground Service Alert and concerned utility companies 48 hours prior to
construction. Location of utilities and substructures have been shown from a search
of available records. The Contractor shall conduct his operation in such a manner
as to protect not only the utilities and substructures shown, but other utilities or
substructures that are not shown on these plans.
5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final
placement. Perform preliminary striping layout prior to loop detector layout.
6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as
shown,
7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one
50 amp metered), illuminated signs (one 15 amp metered), and safety lighting (one
30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and
scheduling well in advance of need.
8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be
the Contractor's responsibility to provide the correct conductors required for the
intended operation.
UTILITY COMPANY
ELECTRICITY — SOUTHERN CALIFORNIA EDISON COMPANY
GAS — SOUTHERN CALIFORNIA GAS COMPANY
PHONE — VERIZON TELEPHONE COMPANY
WATER — CUCAMONGA COUNTY WATER DISTRICT
SEWER — CUCAMONGA COUNTY WATER DISTRICT
UNDERGROUND SERVICE ALERT
TEL. NO.
INDEX OF SHEETS.
1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS
2 OF 2 TRAFFIC SIGNAL PLAN
Day Creek Blvd. and Oak Creek Ct.
(909) 947-8269
(800) 357-6221
(760) 245-0330
(909) 987-2541
(909) 987-2541
(800) 227-2600
DRC 2002-00653 1
N0. DESCRIPTION OF REVISION DATE CITYAPPROVED
CITY OF RANCHO CUCAMONGA
TRAFFIC SIGNAL ELECTRICAL DETAILS
Day Creek Boulevard
and
Oak Creek Court
APPROVED BY: DATE:
CITY ENGINEER R.C.E. No. 2495
DESIGN PLAN PREPARED BY: #14414 RECOMMENDED
PJK WILLDAN,
DRAWN Serving 9 Public Agencies SHEET
2704 Centro Drive, suite 270
PJK oothil P h. Catiforni0 92610 2
907 4 lox 949/770-9041 OF
CHECKED DRAWING No.
�% R.C.E. No. 48774 %- - DAT#F FILE No, /q&6
_�
POLE SCHEDULE
STANDARD
LUMINAIRE
I.I.S.N.S.
I SIGNAL MOUNTING
PED PUSH BTNI
POLE LOC.
I ,%.-... �„r
CONDUCTOR TABLE
f'�1 LAIC+
SV1121-1
[j]FURNISH AND INSTALL 8 PHASE NEMA TYPE "90” CONTROLLER ASSEMBLY WITH DETECTOR SENSORS
BERTRAND D AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET (SEE SPECIAL PROVISIONS). EXACT LOCATION TO
BE DETERMINED BY THE ENGINEER. SEE SHT. 1 FOR PEDESTAL AND PAD DETAIL.
STRIPING NOTES 2 FURNISH AND INSTALL TYPE III—BF SERVICE WITH ONE 5OA—IP CIRCUIT BREAKER FOR METERED SIGNALS,
ONE 3OA—IP CIRCUIT BREAKER FOR UNMETERED LIGHTING AND ONE 15-9 CIRCUIT BREAKER FOR METERED
I.I.S.N.S. SEE SPECIAL PROVISIONS AND CITY STD. PLAN 407,
Q SANDBLAST OR GRIND AS APPROPRIATE TO REMOVE EXISTING
CONFLICTING STRIPING AND RAISED PAVEMENT MARKINGS. [33 INSTALL SIGN/POST PER CITY STD. PLAN 401-8 vr
O PAINT 4" DOUBLE YELLOW CENTER LINE / CITY STD. PLAN 133 Rl FURNISH AND INSTALL SINGLE INPUT. SINGLE OUTPUT EVP OPTICAL DETECTOR ON SIGNAL MAST ARM, SEE
SHEET 1 FOR DETAIL (UNLESS SHOWN OTHERWISE),
Q PAINT 8" WHITE / CITY STD. PLAN 133 5 FURNISH AND INSTALL SIGN ON MAST ARM FOR PER STATE STD, PLAN ES -6T DETAIL U.
4 INSTALL TYPE IV(L) ARROW MARKING 6 CONSTRUCT RAMP PER CITY STD. PLAN 102, REMOVE DECORATIVE RIVER ROCK PAVING AS DIRECTED BY THE ENGINEER, SCALE: P - 2(Y
5 7 PROTECT EXIST. S.I.C. TO SUGARGUMST. AND INSTALL IN NEW 2"C TO CONTROLLER CABINET. INSTALL�,NO��s�``,
O NEW 12PR.#19 S.I.C. IN EXIST, 11/2"C
C TO BASE LINE RD. (875 i). C4877
PAINT 12" WHITE CROSSWALKS OR LIMIT LINE AS SHOWN, 4
Q PAINT 100 SOLID 4 WHITE / TYPE G RPM AT END POINTS.
7 ® PAINT 4" DOUBLE YELLOW MEDIAN /CITY STD. PLAN 133 EXISTING STREET LIGHT TO 8E REMOVED BY OTHERS, �
EXP. 8-30-04
0 SERVICE POINT — EDISON HANDHOLE, COORDINATE INSTALLATION OF SERVICE CONDUCTORS WITH EDISON, cy
CONTACT DAVID JONES (909)357-6221, s? �c ENC+
T or CAL F
C:\0rowings\Jobs\Signals\14414signol.dwg Feb 24, 2004 — 1:53pm