HomeMy WebLinkAbout2255-S-1* IF X = 10' USE THESE DIMENSIONS
** IF X = 11' USE THE DIMENSION WITH
OTHER X DIMENSIONS
O
GENERAL NOTES
CITY OF FONTANA
CROSSWALKw
DOUBLE YELLOW STRIPE STRIPE
OR MEDIAN CURB FACE OR
Legends for OVERHEAD STREET NAME SIGNS
i
E.C.R
1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plazas
and Standard Specifications dated May 2006, as shown on the plans and in the
w
Special Provisions.
LIMIT LINE
w
2 *
Location : F o o thi 11 Blvd & East Ave/flex Ave
w
2. Traffic signs, T
pes and legends per CALTRANS Traffic Sign Specifications,
MUTCD 2003 &lifornia Supplemental to MUTCD 2003,
, **
2.5
Maintenance Manual,
Standard Specificatios. Conform pavement legends to city stencils. Reflectorize
all signs, stripes and legends.
X* REFER TO PLAN FOR REMAINING LOOPS �1
�� '�
3. Pavement markers and painting procedures for striping per Standard
for Public Works Construction,
O
Specifications latest edition.
�' 0
LEFT TURN LANE *
Ave
EaSt
,,
4. Locate all substructures prior to construction. Hand dig foundations until clear
of obstructions. Coordinate pole installations with overhead utility or
2.5 9 **
8000
substructures owners. Phone Underground Service Alert and concerned utilit�� Com�rancies 48 hours rior to construction. Location
f
t' ' 'e"
WHITE TURNING LANE
1
p o u ilities and
subsutures have been shown from a search of available records. 'The
t X-6'
FoNTAOF
Ave
Contractor shall conduct his operation in such a manner as to protect not only
2
the utilities and substructures shown, but other utilities .,or substructures that
11eX
are not shown on these plans.
8100
POLE LOCATION CODE.
\,
for
5. Obtain approval exact equipment, crosswalk and limit line locations prior to
10'
X
final placement. Perform preliminary striping layout prior to loop detector
6'
layout.
(EXACT LOCATION BY ENGINEER IN THE FIELD)
South side (EB)except
6. Vehicle indications shall be 12" , pullboxes No. 5 and conduit 2" rigid metal
as shown.
X-6'
INSIDE THRU LANE 2
7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals
(one
one 50 am metered), illuminated signs one 15 am metered), and safety
)
li
4 LANE LINE OR e" TURNING LANE
lighting one 30 am per 1200 watts or thereof unmetered). . Coorinate
g g ( P P P )
CITY OF RCUCAMONGA
service details and scheduling well in advance of need.
3'
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.
10'
6'
Ave
11ex8100+
CITY OF
ST 3$1
OUTSIDE THRU LANE -�=�
FONTANA Ave
EaSt,
,,, „ „ /�
16� 8 UC-6 LC 2
6' DIA.
2 „
4
40 qA
UTILITY COMPANY TEL. _ NO*
South side (WB
ELECTRICITY- SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8-2069
GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2000
LOOP DETECTOR PLACEMENT
PHONE - VERIZON CORPORATION (909) 608-1��30
- SBC 800 227-2600
( )
I.I.S.N.S. LEGEND DETAIL,
WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541
SEWER. - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2€541
REFER TO PLAN FOR DISTANCE
UNDERGROUND SERVICE ALERT (800) 227-2600
TO ADVANCE DETECTORS
._ SINGLE INPUT
EMERGENCY VEHICLE
REMOVABLE
STEEL CAP
`
G°E'' T• SqM4- � � Li �
t GI"[�
PREEMPTION DETECTOR
o
w4 44Y PF F e& PIpt TO 94pe
ARM LENGTH
C.dWry I to
60" 24„
N //
1 1/2 TO 3/4"
SIGN TAB" 46
REDUCER
DETAIL
� - - - - - - - -
PELCO AB-0155-L
OR AB-0132-L
p
- ��p
1-FCOUPLING
o
INDEX OF SHEETS"'
FOR
130 GN HIRING
TRAFFIC SIGNAL ELECTRICAL DETAILS
MAST ARM
NIPPOCTO
6'-0" BY OTHERS
1 OF 2 East Avenue and Foothill Boulevard
O »
r
89—up 6
2 OF 2 TRAFFIC SIGNAL PLAN
NOTE: LB CONDULET, STO CABLE, HANGING
HARDWARE & SIGN BY OTHERS
AVRNUE
I ON VB ffiGffiAAND CT. FISEBR D
ARM TUBE SIZE GENERAL NOTES
1 a
LENGTH END O.D. a BASE O.D. x THK. MATERIAL SPECIFICATIONS
sMV= sr.
d
MAST ARM,
8'-0" 2 3/8" x 3 1 2" x 11 GA. SHAFT Steel of 46,000 psi minimum yield
/ after fabrication
c'mRu P
S
BASE PLATES ASTM A-35 Steel ASTM A-36 Steel
J V/4 D 1BUGAR G [ sT.
�0
MOUNTING CLAMP FOR
& FLANGES
BACK CLAMP PIPE ASTM A-36--53 Grade Steel
� ��'�
1P/4 BOLTS MATERIAL SPECIFICATIONS
(ASTM A-307) BUTT WELDS Ground flush With base metal
ROAD IRA LM ROAD
EVP OPTICAL DETECTOR
LONGITUDINAL All gelds shall conform to AWS D1.1
WELDS Weld specifacation
�W* p
SIGNAL POLE
DIAMETER AT
MUM wry
24' ABOVE FINISH COATING
yr A
VEMIME
— FINISHED GRAD STRUCTURE Hot dip galvanized per ASTM A-123
FWAWAJ
HARDWARE Hot dip galvanized per ASTM A-153
cum y, �
FOOT=Bo FOOTMIL A Bo ARD
O
Misc.. CITY of F-Amet4o CUCamoNGA 9 CITY .ovr
J
DESIGN CRITERIA
For�TANA CF-VISIONS
66
i" STRUCTURE & In accordance With the Specification
i 4 R. CLAW HARDWARE for Strictira; Supports of Highway Signs,
NO.
DESCRIPTION OF REVISION
DATE
CITY
EXIST. C & G
Luminaires and Traffic Signals:' AASHTO
4
1
1
APPR.
TRAFFIC SIGNAL DETAIL SHEET
_
'
1994
WELDING In the
ARROW
R U79
ARR01f
ROUTE
�
accordance with Specification
I i/2" DIA. for Strictira; Supports of Highway Signs,
BOU19VARD
15
EXIST. C & G
DEBURRED Luminaires and Traffic signals." AASHTO
A. °�
EAST AVENUE
0
SIGNAL POLE HOLE IN 1994
°
AND
��
"R" CAB- v "R" 3 2
CLAMP
FOOTHILL BOULEVARD
• , ,Q � 4„ CAB. �4„
& DIA. HOLE IN
CLAMP
�
v-
• o
p�
D
3» SUPPLIED
8 WITH A TYPE "F'' ARM
"
8TH ZW
• 0 D • ° D D G D � D G D �p
e -16UNC BLUNT
NT"A
° VARIES •'
°• e v � v ,
- + POINT TAPPING 3'�y
SCREW (PILOTM•R
(HOLD)
4
O VED BY. DATE: 7• � •
10
HOLE TO BE AS REQ.
FIELD DRILLED -
�yA�bW
C ENGINEER R.C.E. 5115
PLAN SECTION
NOTCH _
OR DRILL 1" DIA. HOLE 3,�RAD.
FOR DRAINAGE W/GROMMET 4 '
IN POLE
��ry 4V �iyr���
-
CITY OF RANCHO Cutamunura
(FIELD DRILLED) 16DIA.
CLAMP DETAIL DRQ SIGN TAB DETAIL
TRAFFIC SIGNAL LOCATION
�4gOFESSIO�,�i
S
APPROVED_ BY: DATE: •• 11- a
TIP. R CABINET FOUNDATIO������������������
�4��G� • EIs����,
CITY ENGINEE R.C.E. — 53672
LOCATION
�� ���
DESIGN
L.S.E.
LAWRENCE S. EISENHART .
REcoMMENDED
.
AND PAD DETAIL
HORIZONTAL I.I.S.N.S. MAST ARM
���
w a N0. 13493 �
�
CONSULTING ENGINEER
2070 Locust Court
DRAWN
L.S.E.
SHEET 6
1 2
NOT TO SC
NOT TO SCALE
* Exp. 3-31-11
`per
San Bernardino, California 92404
Tel: (909) 864-5406 Fax: (909) 864-5047
CrvIL ���
E-MAIL: lseisenhart@roadrunner.com
OF
CHECKED
DRAWING No.
cl-
�
226► f"'- 5
LA,►RSN . USENEART R.C.E. 13489
?Mle4cr tic+aq- W 19 ---.CF JZ