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POLE SCHEDULE
CONDUCTOR SCHEDULE 2 �,�
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RUINS SIGNAL STANMASTDARD ARM LUMINAIRE SIGNALVEHICLEUr�T IrdGS PUSH EBUTTON REMARKS
AWG CIRCUIT \ TYPE SIZE/TYPE
Q Q 4 1 SIG , LUM , POLE M .A . L.T. PED TYPE PHASE
Q A51
a� ,� 1 17-2-80 20' 12' 200W/PIPS SV-2-TA MAS - SP-1-T B B 0A NB 3 SECTION - ALL 12"HEADS
A VEH 3 6 3 3 2 GA � 0
B VEH 3 6 3 3 1" F,A�V b G �'` O 1-A-10' - - - TV-1-T - - SP-1-T 6 A LOUVER
I ��A� DILATIONS
' G 3 17-2-80 20' 12' 200W/HPS SV-1-T MAS - SP-1-T B A LOUVER(STRAIGHTV�E --
A P E D 2 4 2 2 �, v�Z ��-E'�P��c,��'0 O LSAT I QN S
14 �� �� �F.� �p�' ® 1-A-10 - - - TV-1-T -
B PED 2 4 2 2 .� 1 SPti Pp IV -- SP-1-T B B TV-I-T - ALL 12" HEADS
A PPB 1 1 1 1 �j P�- � ��E�� 5 17-2-80 20' 12' 200/NPS SV-1-T MAS - SP-1-T B B LOUVER (STRAIGHTVANE)
- - TV-1-T - - SP-1-T B A
B PPB 1 1 1 1 63� .Pa� GGyNa��3� , 6 1-A-10 ALL V H CE SI�N A DILATIONS
PPB COMMON 1 1 1 1 t0\1.Oa 07 17-2-80 20' 12' 200/HPS SV-1-T MAS - SP-1-T B A ADUVE��S�RR7GI�TV��
SPARES 3 6 3 3 "os, �G - - - - - ALL VEHICLE SIGNAL INDICATIONS
TOTAL 29 O8 1-A-10' TV-1-T SP-1-T B B
0 16 16 16
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10 26 N 5���;Q�
MM N 1 2 1 1 `
LUMINAIRES 2 2 1 2 2 p ZE R
TOTAL 3 4 3 3 4 2P 1 v`�tMP PHASE DIAGRAM
EXZS�ING i
'it 8 SERVICE 3
4 #18 CA. IMAGNETOMETER 2 4 2 2 EX I
WG 140 METER 51 ;
1' " GALV 2/#12 2CA- 4/#18 1
I I
CON TROLER-FURNISH i INSTALL TYPE 90 CONTROLLER � �
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AND APPUTENANCES IN A TYPE ,P CABINET,
A OOP CALL - r
SERVICE- FURNISH & INSTALL TYPE II Y 12 ti
2 #12 CA. B LOOP TOCALLI 1 k3 `2 ® STYLE B SERVICE DIAGRAM 1 8
ELTO J 0 A 08
STD. DWG. ES -2B, ES-2C. lfcff
1 ,P�'
� -� ti � ICE �
EXISTING & ULTIMATE R/W`� 6 TO RI At
2 EXISTING & ULTIMATE R/W
L 5 , ,6 A \ 2
NG.._ �..��
fl 1 4/#lR CA' ULTIMATE C & G -
ULTIMATE C & G FH � , A N g �
TIME DELAY ;B 3T
+ tW. L., P `M ` A , 13: R "—JET II
L 4B
CONDUIT SIDE 2" 3" 2" 2" 2" � W - --�( �rt _..,
r 10" $EWER �� POLE #173301 $ s 10� 10� 25� 5B N {— X50' TO XWALK
SAN 13ERNARDINO �, S 11 L 8
- IV ROAD
9,6 25� 10� 1 AL 2/ - - 10" W. L. -
I V CC W.
W
GAS
— G G G — G G G�
ULTIMATE C & G r 3" a 1
��— - G. �G — G 'Ix
1= /#12 112" GALV C g 'ULTIMATE C & G -�
EXISTING R/W 3
EXISTING R/WR=26/1 12
;.
COIL 20' ,pDDmONALi
CONDUCTOR LENGTH IN
NO.6 PUI.LBOX FOR
FUTURE_ RELOCAT+ON OF ' 4
POLE 5 TO ULTIMATE . o N 3 i
5t1 I (EXISTING R/W
1
EXISTING R/W 3
1 ' 8A 6 A
11 , f IV
t s b' 0 11 13� ': ULTIMATE RIW
SCALE 1"- 20
ULTIMATE R/W
CONSTRUCTION NOTES j
t. ALL ITEMS TO BE FURNISHED AND ALL RK '
FALL WATERLINES 4AVE�30" COVER F
WO TO BE DONE SHALL CONFORM TO SECTION 86 2� >.SEWERLINES ARE 7' OF COVER PER
"SIGNALS AND LIGHTING" OF THE STATE OF CALIFORNIA, STANDARD SPECIFICATIONS 12 W
= W 1 �
DATED JANUARY, 1978 AND STANDARD PLANS DATED 1977 AND AS MOST RECENTLY REVISED. RANCHO .000AMONGA WATER DISTRICTQ N
2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY (, o
COMPANIES 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. IT SHALL BE THE
CITY OF RANCHO CUCAMONGA
RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION 4 44� 10ULTIMATE C & G
WITH THE UTILITY COMPANIES. ' TRAFFIC SIGNAL a LIGHTING
�
3. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIKES OR STRUCTURES SHOWN 26 26 CARNELIAN ' STREET
ON THESE PLANS WERE MADE BY A SEARCH OF THE RECORDS. HOWEVER, NO GUARANTEE IS FUTURE C & G `6'
MADE THAT ALL SUBSTRUCTURES OR THAT THE LOCATIONS SHOWN ARE EXACT. THE (VINEYARD AVENUE)
CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES G WI1-�
INCLUDING THOSE NOT SHOWN OR THOSE NOT OF RECORD, 1 32 u`jMASE & SAN B E R N A R D I N O ROAD
4. THE POLE SCHEDULE AND CONDUCTOR SCHEDULE ARE PROVIDED AS A GUIDE ONLY. THE I BE 32
0
CONTRACTOR SHALL PROVIDE THE MATERIALS REQUIRED FOR THE INTENDED OPERATION.
S. STRIPING BY OTHERS.
APPROVED
6. THE CONTRACTOR SHALL VERIFY WITH THE TRAFFIC ENGINEER AND THE INSPECTOR THE " DATE C. E. No.
2 OPA�V
PRECISE FIELD LOCATIONS FOR ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. ¢ TITLE DESIGN D. BARKER RECOMMENDED L. D. WARD
r. x �,• G
DRAWN M- COLLINS SHEET I OF I
7. NO PULL BOX SHALL BE LOCATED IN OR WITHIN 1 ' OF ANY WHEELCHAIR RAMP. o _
Q CHECKED D. BARKER DRAWING NO. -939
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LINSCOTT, LAW A GREENSPAN. INC., ENGINEERS
w CH'-1 CH'-2 TRANSPORTATION, TRAfEIC, PARKING i CIVIL ENGINEERING
2400 MICHELSON DRIVE, IRVINE, CALIFORNIA 92,115 ;714) 955-0260
II 8405 PERSHING DRIVPLArA DEL KEY, CALIFORNIA 9029; (213) 821-3457
RCE 19459
-Z3- RTE 206
Fl-AN 939