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GENERAL NOTES POLE SCHEDULE
I. An encroachment permit shall be obtained from Caltrans prior to any construction or encroachment near or within any state right of way. POLE ES-6R MAST ARM LUMINAIRE PUSH BUTTON SIGNAL MOUNTING ES-3A/8 POLE LOCATION
LOC. __ I.I<S.N.S. SEE DETAILS REMARKS
2 All work performed shall conform to the Caltrans Standard Specifications and Standard Plans dated January 1988 except as-shown on the TYPE HT. SIG. j LUM. H.PS.V. PHASE VEH. PED. E B I C
dans and in the Special Provisions O 24-4-80 30' 25' 1 15' 200W 4 �� MAS,SV-I-UM — Rochester 4 Ip - 2.5'
3. Locate allsubstAntures prforto construction. Hand digtbundationa until clear of obstructions. Coordinate pole Mstallationswith overhead B IA 10' - - - - - TV-V_I_ SP-I-CS - - I0' 25'
utility or substructure owners. Call Underground Service Alert and concerned utility companies, 48 hours prior to construction. Location
for utilities and substructures have been shown from a search of available records. The contractor shall conduct his operation in such a Q 19-4-80 30' S' 8' 200W - - MAS,SV-I-UM — Highland 119 p 10' - 2.5'
manner as to protect not only the utilities and substructures shown,but other utilities or substructures that are not shown. OD IA 10' - - - - - TV-2-UM — - - 10' 2.5'
4. Obtain approval for exact equipment,crosswalk and limit line locations prior to final placement. Perform prelim"striping layout priorto _ _ _
Q 24-4-80 30' z '� 15' 200W � MAS,SV-I-UM SP-I-C$ Rochester sA.SVoo 10' 2.5'
loop detector layout Q
IA 10' - - - 2 —� TV-2-UM - - - - ION 2.5'
5, Loop detectors shad be 6 feet by 6 feet, except as noted Center the loops in the traveled portion of the lane, except as shown. Pront w OG 26-4-80 30' '` 15' 20OW 2 MAS'SV-1-UM SP-1-CS Highland AVE 10' - 2.5'
I loops shall extend 2 feet into crosswalk or across it lines. --
Z o H IA 10' - - - 4 -� TV-2-UM SP-I-CS - 10� 2.5'
' 6. Vehicular indications shall be 12-inch and conduit 2-inch rigid metal. o
7 Electrical service Sholl be 120/240 volt. See service•wiring detait hereon. W I F O FOOTING DATA - REFERENCE CALTRANS STD. ES-6R
m
_j w O POLE PROPOSED ULTIMATE ANCHOR BOLT THREAD FOOTING
S. Sandblast and remove ALL conflicting striping. Remove ALL conflicting signing. a J '� LOCATION ELEVATION ELEVATION LENGTH LENGTH DEPTH
C a N N A - 99.93 • STANDARD STANDARD STANDARD
CONSTRUCTION NOTES W
w
LAC� 99.09 AN
� � 40 30
STANDARD
STANDARD STANDARD
a vi vOi O 3 - 88.73 • STANDARD STANDARD STANDARD
I�—INSTALL TYPE 170 CONTROLLER AND TYPE 332 CABINET PER SPECIAL PROVISIONS. CONTROLLER SHALL INCLUDE ALL -N 3 I \ D - 97.76 • STANDARD+6" STANDARD+6 STANDARD +6"
NECESSARY SENSORS, LOAD SWITCHES, AND ALL OTHER EQUIPMENT TO OPERATE SIGNALS AS SHOWN ON THE PHASE I I E 96.62 • 96.06 STANDARD +6" STANDARD +6"_ STANDARD + s" w ECR
DIAGRAM. _ I F 96.57 • 96./8 STANDARD +s STANDARD +6' STANDARD + 6 O Cr
' I I G 97.55 • 96,75 STANDARD + 12" STANDARD t 12" STANDARD + 12 m
2�-- INSTALLOPTICOM 'MODEL 522 OPTICAL DETECTOR WiTH ENERGY INLETS POINTING TOWARD APPROPRIATE STREET PHASE, �I I 99. 2 • 98.62 c'
H I 0 STANDARD +6 STANDARD+6 STANDARD + 6
PER PHASING AND DETAIL SHOWN ON THIS SHEET. • SET POLE BASE AT ELEVATION INDICATED - B
I � — C"O
�—INSTALL R-34 SIGN ON SIGNAL MAST ARM. 30" SIGNS. 11 = 1 I I I CURB FACE
SCALE : 1 20 04� '
COIL DLC FOR J 5 �d N POLE LOCATION
FUTURE LOOPS DETA I L IIAII
`.14� I ' - 410 TO
B.C.R. 14 I I l7 E.C.R. W LIMIT LINE N.T.S.
5
X. > 205 TO I
Q
w N LIMIT LINE
-- 84 S-D.
A X �- 12 NN x �� OD R-96 I I ULTIMATE ELEVATION FOR POLES:AAC 0
cv A.C. BERM R-96 1 \ I 1 "C. 2DLC iv _ 1 /1 PROPOSED ELEVATION FOR POLES:A�,C,�H _ GRADE
I / C., ULTIMATE ELEVATION FOR POLES:E,F,G,IEH 14%, o.
08(FUT.03) 08 03)08 08 6 A.C. BERM 2
i ALLOW SPACE FOR GROUTING o
r R/W R/W o 4P 06 /W _ I OLC -•
-- ---_ - — - - - 12 �-- _-- _ _ - - -.�_� - -- - - - _ - FOR POLES E FG EH ONLY
_ - - 6 G-
06 s A I �- � -�- CONSTRUCT�'bdTl NG WITH COLD o�
-- - - - - I � 6 G —6G (AS SHOWN) BELOW ULTIMATE =co
(FUT.05) ELEVATION. U W w
IPROVIDE REBAR CAGE WHERE P o
I lerl \ \:e3) REQUIRED. O
W O W M M J NOTE FOR FOOTINGS WITH COLD t ?
N ZIWI \ N C4 INSTALL CAGE 2' BELOW JOINT
O
(FUT. 5J9U) 13L (FUT. 5JIU) 3 06 a U_QD \ \ - P
a _ _ FUT. 1 ( N I I I _ 10' 15' 310
02(FUT.05) (fYP.) TYP.) (TYP.) O-
E212U I \ \ 6J3L (FUT 11 _ FOOTING DETAIL
212E
a � I I I \ 1 02 3 a NTS.
8" M 8..W 2 sow M
I 06iv
END CONDUIT ' 02 e 05 rn '
AT E.P.
0 06 (FUT. 01 ) ` 02 3 r6
-3o w - - - - -- - - - - - - - - - — - - _ - - - w - - - - --- - _
X _- � � --__!� -- - - -- -- ' EMERGENCY VEHICLE
- - -• - - - I2 PREEMPTION DETECTOR
-- - -- l 04IFUT. 07) E.P R/W R/W
R/W I R W !a2 x 04 I 04 0 (FUT. 07) 1 R-96 - TAPPED MOUNT NG HOLE
1 / c., 1 DLC N ` a -
2 410 TO I % "C., 2DLC H / I L� 11 \ 12 G 02P SIGNAL POLE
CONDUCTOR SCHEDULE CROSSWALK I 2 `� 7 I I'(TYP.)\ � \� 2 O JoeMASTARM
RUN N0. l 205 To � oD _ _ � EMERGENCY VEHICLE PEEMPTION
AWG CIRCUIT i 4 CROSSWALK HIGHLAND a G ,, � 6 , F W AVENUE SIGNAL DETECTOR O
D ® ® � ® ® B ® DETAIL (NTS.)
o .
I.C. CABLE 2 1 1 - - - I I E.C.R 1 ,ter, 8 7 B.C.R.
OPT I COM 2 1 — — — — t — I 120/240V 3 WIRE SERVICE -
- - t✓ 08 2 C., 2#12, 2 #10 Uj
0 6 (FUT. 0 I) 6 3 3 3 3 3 3 3 SEE EDISON PLAN X-4040 FOR 1 30 2"C. 2# 6 ( 2
02 6 3 3 3 SERVICE CONDUIT DETAILS \ I 100 A, 240V, MAIN CKT BKR.
0 8 (FUT. 03) 6 3 3 3 3 - - - 36' 0 Z CAB NESERVIST 3 3
04 6 3 3 3 3 - 3 - 20' 12' 12' 18' _ji W _ n SN 4 IS51G, 120 V. I P. CKT. BKR.
02 (FUT. 05) 6 3 3 - - - - - > N LIGHTING
[7x
06 6 3 3 3 3 3 3 3 501 50' I ASN 10 10 SN
0 4 (FUT. 07) 6 3 - - - - 3 -
TYPE V P.E. � 7
J BTE. CONTROL TYPE V P.E.
'
08 3 3 3 3 3 - - - Q, .. W r � 2 �/ 20 �12o AUTO
U O� 1 I CONTROL I
AUTO /
S T \ 120V
02 PED 4 2 - - - - 2 2 - x Ir � W � STREET TEST TE 120 V. •
6 cS o� \ (n LIGHTING -�-i �-��
04 PED 4 2 2 2 2 - 2 - 46 J w I I 1 z I.I.S.N.S.
v 1 0 w W L_ J 15 A, 120V IP. CKT. BKR. L _ J
w d `` = STREET LIGHTING I9 120 V SIGNALS � 15A, IP, N.O.
#E14 06 PED (FUT.) 2 2 2 2 2 - - - 'v ( I ao I I Y
08 PED (FUT.) 2 2 2 - - - - - 00- 1 z 120 V. FLASHING BEACONS
z I ao I I � V 15A,IP, N.O. MERCURY CONTACTOR
02 PPB 2 - - - - - I - J ` m z MERCURY CONTACTOR = 13 17
LL U 0 18 -
04 PPB 2 I I I I I I I
06 PPB (FUT) 2 2 2 2 1 _ _ _ � � I I ' � 0 TYPE III - CF SERVICE CABINET WIRING 4 's' MtA4'f ARM vYA6 L5',3o'MAStA¢M WA5 40' S
I G s It' LEFT n*R l t,AQ6 WA5 5-13-132 ,
DIAGRAM 25 MGS AR WAS 3s, ANOWS ADDED Ifo F.P.S.414 oesc.,Agp60 �
08 PPB (FUT.) 2 2 l - - - - - W I ® OLc ADWIP-h6 ROCN.,96L&000 POIA4bfIB6, Appefl OPnCoA"mall, -II-92
PPB COMMON 2 I I 1 I I 1 I I.I.S.N.S. LEGEND DETAIL x FOR LEGEND SEE ES-2E Avo6vc,00rs t:n.��•� E� �„��,�ER ��,�r1�,,
1 ADDED FOOTING DETAIL AND DATA CHART 4- 4-92 ,
SPARES 6 3 3 3 3 3 3 3 CITY
N.T.S. 0 3 NO. DESCRIPTION OF REVISION DATE
TOTAL 73 41 32 26 25 11 25 16 93 APPROVED
*12 I.I.S. N.S. - 2 2 2 2 2 2 - � 8 J 7L I l/2'C.,3 DLC ,~ � �-t i=
_ _ 111% ® - ACITY OF RANCHO CUCAMONGA
SIGNAL COMMON 2 1 1 1 1 1 1 1 3 3
#IQ LUMINAIRES - 2 2 2 2 2 2 - 04 tD6P UT. �)
f — ) 6 TRAFFIC SIGNAL PLAN
��( '~-� _
TOTAL 2 3 3 3 3 3 3 I lD17(FUT.) �, ( �-06 3'
07(FUT) I I 2 36937 4-f4- 3
#� SERVICE - - - _ _ _ - _ 06p(FUT) i 1� l 04 1 _ _ ice— � �_:;,; >_;, r1T► F <C� DX{ : HIGHLAND AVENUE ( S . R. 3 0 )
—06 + T 4 05(FtrTJ�..-- 1
01 (FUT.) 00.Y Of RANCIHO CUCAMONGA AND
06 (FUT. 01) 2 2 2 - - - - - ` 04P
-- ---- 0 2—� �. 1 loop 01 (FUT.)
02 3 - - - - - 3 3 �_�, � �, + (FUT.) I � I " O � N - ...._
08 (FUT. 03) 2 - - _ _ _ _ 02P �08 (FUT) 1 i I I I lr2 C.,2DLc o � Q�pFESs,�ti. ROCHESTER AVENUE
04 3 3 3 3 s - _ _
03(FUT) 1 08 05(FUT1 I 8J6L I I �' Q�� HOU �' APPROVED BY: DATE: 4L/62--.�
03(FUT) 02 � 8J6U — 4 cF yc/
v v Z CITY ENGINEE RC.E NO.24953
DLC 02 (FUT. 05) 2 - - - - - 2 2 08 � - �-� - 6 � Q G �
06 3 3 3 - - - - - 02P(FUT.) I I ar ( -R
1 7 DESIGN PLANS PREPAR D BY. RECOMMENDED
04 (FUT 07) 2 2 2 2 2 - - - I 3' �C'9-30-93 CITY OF RANCHO CUCAMONGA
PHASE DIAGRAM J.T.H.
� E•t * 10500 CIVIC CENTER DRIVE
08 7 4 — _ _ _ _ — _ E D I • ` , ' DRAWN RANCHO CUCAMONGA, CA 91729 EET
TOTAL 21 10 10 5 5 - 5 5 �*rfof C��,� C.S.B. I OF I
" I " I " I " I " " 1 CHECKED DRAWING NO
CONDUIT SIZE 2x3 3 / 3• 2 /2 2 /2 2 /2 3 2/2 a No R.C.E. N021817
y. J.T.H./A.R. DATE 6-18-91(1 FILE NO 1459