HomeMy WebLinkAbout1426-S CONDUCTOR SCHDULECONDUCTOR SCHEDULE ICONT.I o 0: POLE SCHEDULE
�' I N
CONDUIT RUN U I 2U .n l I �
CONDUIT RUN f-•�
STANDARD H.P.S. I.S.N.S. SIGNAL MOUNTING PED. PUSH BUT
AWG CONDUCTOR 1 2 3 4 5 6 8 � I I g I I LUMINAIRE LEGEND REMARKS
1 Q Q Q AWG CONDUCTOR NO. TYPE HEIGHT SIG M.A. LUM M.A. VEHICLE PED TYPE PHASE
01 3 3 3 3 6 3 3 3 I
I
02 6 3 3 3 01 2 2w AQ 29-5-80 30' 55' 15' 200 W. AVERochester1E 2-MAS SV-1-UM SP-1-CS B 08
08 FLIT 03 3 3 3 3 02 4 4 4 4 c�
04 3 3 3 6 3 3 08 �FUT 03 2 2 O 1-A 10' TV-2-UM SP-1-CS B 02
05 3 3 DLC 04 4 4 4 4 ,
06 3 3 3 3 3 05 2 2 2 2 O 26-4-80 30' (FUT540' 15' 200 W. Foothill BL
00 MAS SV-1-UM SP-1-CS B 02
04 FUT 07 3 3 3 06 4 4
08 3 3 3 6 3 04 FUT 07 2 2 2 2 w I QD 15 30' 15' 200 W. SV-2-UM SP-1-CS B 04
02PED 2 2 2 2 TOTAL 6 6 12 3 11 6 6 1 212E o = E 29-5-80 30' 50' 15' 200 W. Rochester 2-MAS SV-1-UM SP-1-CS 8 04
#14 04PEU 2 2 2 4 2 2 I I o 80ao
06PED 2 2 2 2 2 " " .I 0
08PED 2 2 4 2 CONDUIT SIZE 2 3 3 12-5"12--Nil 3 2 2 I C'4 :3 I O 1_A 10' TV-2-UM SP-1-CS B 06
02PPB 2 2 , V I I
04PPB 1 1 1 1 2 1 1 1 w GQ 26-4-80 30' (�T540� 15' 200 W. Foothill82o0o MAS SV-1-UM SP-1-CS B 06
06PPB 1 2 2 2 I51
08PP8 1 2 O 15 30' 15' 200 W. SV-2-UM ISP-1-CS B 08
PP8 COMMON 1 1 1 1 2 1 1 1 I I
P R � I � � I o
SAE 3 3 3 3 6 3 3 3 I I • EX CT POLE LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. __74
TOTAL #14 13 22 28 32 64 28 22 13 0 I Ni
a -H 3"
12 I.S.N.S. 2 2 2 2 2 2 I I a � 8"uC-6"LC
TOTAL #12 2 2 2 2 2 2 v I 1 a `° _0 - CY I I
4"
LUMINAIRE 2 2 2 2 2 2 18' 12' 12' 12' 12' 26' 1
#'10 SIGNAL COMMON 1 1 1 1 2 1 1 1 I I 0205
. LEG
TOTAL X110 3 3 3 3 2 3 3 1 I l I • 05 02P j.S.N.SEND DETAIL _::1_04P_1___I
OPTICOM CABLE I I 2 2 4 I I - I Li I 0 04P 02 4— 07
I > — -A---04 1 _ 07 FU
03 _ (FUS 1
IC4 08 02P 1 106P (FLIT) 1
F- — -� OR OR I 0 08P I � 06 � 3 -�
5J1 U � 06P (F1�-
213U 01
214U I 08 --mm-
01
'01 06 __z:1_ — --t::_
0 � E 02 do OS 04 ac 07 (FLIT)
- 04 do 08 01 do OS 01 & 02 do 06 03 do 07 (FUTURE) 03 (FUT) do 08
ROCHESTER - - � " = zU'-�„ . -
s 3
��
A O6 AVENUE R/W�
Os 0 P 1TRAFFIC PHASE DIAGRAM
� 02P ERAL — —
R/W� _ _ — R/W-L _ _ 01 I NOTE IO I 0 F 1 1/2"C -3 DLCO 1 1/2"C -2 DLDLC-� _ f-1 1/2"C - 11 DLC
6"W 04P ( 03) 04 —
OC
04 00 co
10"W
- — — - — — --- — N — — — 6" XI ST. $ D
7ERA RCB"X2'- N coo
— NOTE 10 +0
04aFUT. �7
-� "$ I _ 1 "$ oo N 6"W 140' TO
EXIST—- CURB 1 X-WALK
-- - - - r
� »S71910)
_ 315U(FUT 03
— — — — _
0 285JTY ER . " SEE N RA .� —� �-
' RCB X7 -0 NOT
LIMIT LI - _-- I o
°0 _140 TQC
X-WALK
gi I i o X08 \ N
00
J �
71
IRR
FUT 07) I SEE GENERAL
R 2"C - 1 DLC �-2% - 2 DLC " PP #113871 E NTE 10 HP GAS VALVE CURB dt GUTTER
INSTALL 3 C WITH PULL ROPE P I 12 W G
PER SCE REQUIREMENTS _ _ _ O b2 �5 1 3 GAS VALVE GASSVAULTS
MATCHUNE SEE RIGHT BELOW 02P 02 02 p16 ' 05HP lO 05 OSP
A R73-3120/240V 3 WIRE SERVICE R/W
NQTESz-
1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STANDARD PLANS AND SEE GENERAL`
SPECIFICATIONS (DATED - JAN. 1988) OF THE CALIFORNIA DEPARTMENT OF I _j NOTE 7 — 2 1DON 240V, �
TRANSPORTATION AND THE SPECIAL PROVISIONS FOR THIS PROJECT I o 2"C-2 10.2 12 1 SER"nCE I �� ea:
N 2"C-3 #6 / 1 CABINET 1 4 3 $ 3 4 � 1t2OV, i ' CKT eat
2. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE I SEE GENERAL 06 s" o I
INSTALLATION LOCATIONS OF ALL TRAFFIC SIGNAL EQUIPMENT PRIOR II I50 T� v P.E. ° ; A ,�-1(-QI p, �}•��
spi
NOTE 6 I CONTRA rmE v P.E. S BUILT L.T I ` ry
TO INSTALLATION. I v 1 U J4U I ___
p4 FUT. INTERCONNECT- 111 U CONMOL _
0
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE - I _ _ 17 2 Aura -
EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES PUBLIC OR III �1 TEST T No. REVISION APPR. DATE
120V STREET U%MNG—; --moi► ; — 120V ISMS
' 15A, 12 1 P CKf BKR
PRIVATE. AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL I - S`P,EE'i LIGHTING -;y� �P, No.
�'� 'P " CITY OF RANCHO CUCAMONGA
BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY I 27" - I I MERCURY CONTACTOR s ,2°Vv sIF-us�G tN�� ��
UNDERGROUND FACILITIES DAMAGED BY HIS OPERATIONS. e _ 3
LTRAFFIC SIGNAL PIAN
4. ALL VEHICLE INDICATIONS SHALL BE 12" UNLESS OTHERWISE NOTED. VAR 12 12' 12' 12' 14' e
TYPE ill-CF SERVICE CABINET WIRING DIAM M
5. PULL BOX ADJACENT TO CONTROLLER SHALL BE N0. 6 WITH EXTENSION. I I \ RE CdcG FOR LEGEND SEE ES-2E
ALL OTHERS SHALL BE NO.5 UNLESS OTHERWISE NOTED.
6. INSTALL TYPE 170 CONTROLLER IN TYPE 332 CONTROL CABINET 18" ABOVE I ' aII — I
FINISH GRADE. ROCHESTER AVENUE
I I 1 t� I o f
I I 1 N NNWROCHESTER
7. INSTALL TYPE III CF 120/240 V DUAL METER (ONE FOR SIGNAL., ONE FOR I o 1
LIGHTING SERVICE WITH 50 AMP. SIGNAL BREAKER, 30 AMP LUMINAIRE I I I v FOOTHILL BOULEVARD
AND 20 AMP. I.I.S.N.S. BREAKERS. p J2L - I e
N - -
8. SEE STRIPING AND SIGNING PLAN FOR MARKING DETAILS. N 0 APPROVED BY � UATE _1 f- o-�O _
9. SEE STREET IMPROVEMENT PLANS FOR ROADWAY CONSTRUCTION DETAILS. , I I 119U I - - CITY ENGINEER ` vJ G«' R.C.E. N0.'_LI V 7_
vey� Unefor ramnd Serv/ce Alert
N ALL OPTICOM MODEL 205 DETECTOR FOR PHASE o �. !� .
COMBINATION INDICATED.
L ,;. \� _� -E: J.F.
1 t DESIGN mss = DAVIDSON RECOMMENDED
�I I ED Call, TOLL FREE _��M�A. e E
� .- �.- ASSOCIATES INC, -
3 I .`, MUNICIPAL ENGINEERING DIV1SIaN - ---
�- 1 1V0. •;k w 1 - 800 DRAWN HEET
3426 TENTH STREET
a I) 6J2U I �► E"��� 4 422 - 4133 K.T.O Rivderside, CA 92502 2 OF 9
g Cf \, (7 4)686- FAX:(714)686-5954
o� a�%J\:j CHECKED �� C.E. NO. 35458 DRAWING NO.
- s
I MATCHUNE SEE RIGHT ABOVE TWO 110RKING DAYS BEFORE YOU DIG -��" DA FILE N0. 8810568_ -�-
of
pt
/ 1 = 40 - 0
IP
EXIST. R/W Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � -- - PROP. R/W
-- - - - - -- -- -- ------ - - -3---- -
o
r� i
IP W11/R63 IP Y75
R18
E.P. 909086
P 10
00
— �- - - -m- - - --n�-- - - - - - - - - - - -�� - - -��- - - - - - - - - - - - - - -\ - - - - - - - - - - - -�— - -- --- --- - -- -- - - - - - - - - - - - - - - - --1- - - - - - -
P EXIST R/W
- -- - - - - - - - - - - STREET_ - - -- - - - - -
_ — — — — — — — MEE r�XIS I�NG STRIPING _— _ — p 2 � N � 50 P 2 P 1 0
o �. �� -.-.,mss— - _ - P 7
EXIST. CURB _,_ ._ --- -- - — _ _ _ P 5
o BERM
"� P 960L—
_- _
_F _ — . P 8 240'f'`- - STREET -
P 1 c�►
_ CONST.
IN
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1 RANSITION _ ... ... W41
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0L -
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_-
EXIST.-R` PR
P 3 P 2 50' 50'
OP. A.C. BERM w4
O' TO LIMIT LINER26 p 1 iC p 7 p 7 b MEET EXISTING STRIPING - —
I- - -I
t _ —�
IP8
- R26 t - - - -
PROP. R/W -�— PROP. C do G R26 _100 100 _ _k26 PROP. C do G R261r_ EXIST. CURB
IP --'-�- �-IP 5/R26 �--IP 1 X63 �--IP IP
l
❑ IP iJ
�
ROCHESTER
AVENUE EXIST. R
FOOTHILL BLVD.
SEE BELOW FOR DETAILS
SEE ABOVE FOR DETAILS
ROCHESTER AVENUE
t I
I
0
� IP IP � i t \ IP IP
PROP. R/W a R26 i EXIST. R/W— -
O -- -- - - -- -- -- - - ------ Ins - - i---- - - - - - - - - R26 - - - - t - -
- - - EXIST. R/W�- - - - - - - - - - - - 80 0 _ I R18 IP
INSTALL TYPE L 1 _ p 7 N t-- P 10 E.P. 3 — — E 00' TO X-WALK
MARKER 050' CC) �- - - - � o - - -m- - - -�.� - - - --��- -
z to 0 P 7 P 2 50'N P S I N 50' [P02 P 3 '01P 1 P 8 P 9
a -� p 1 — U' i P 5 �
100'
— P 3 MEET EXISTING STRIPING
cq
N - - - - - - - - - - - - - - - - -
cs -_ _---g TA
i'EK P 10 �' 120' 4$
Z - - - - - - - - - - - - - - }
, s. 1
,.. 50. iv 12' 12' � �
P 1 P 60
3 P 2\ P 2 ' P 1
y
cn
w �. _ —Q P 3 100' a - - - o - - - - - - - - - ��- -
~ „-, vl�� w a I E.P.
7
w P 9 Z P 10 a w I ZI >
�� - - -� - - ... - - - Q
—�4a I- - - - - - �/I'\-
R26 E.PT _ - - -EPT RTB� _ - _ > �t _ _ - _- - - - - - - - - - - - - - - - - - - -
-1_ — — _ — — — — _ - - - -EXIST. R� � T �_ . . EXIST. R/W 7
`' IP I I II INSTALL TYPE L
IP 500 TO X-WALK i Ip IP
I i i � I ——J MARKER O 50 C.C.
t PROP. R/WI I
FOOTHILL t �
BLVD. AS BUILT 12-11-2� P.P.P.
No. REVISION APPR. DATE
CITY OF RANCHO CUCAMONGA
STRIPING, SIGNING AND PAVEMENT MARKING LEGEND_
P PAINT 1 4" DASH WHITE - 12' STRIPE - 36' GAP (DETAIL 12) STRIPING & SIGNING PLAN
IP INSTALL SIGN do POST2O 4" SOLID WHITE FOOTHILL BLVD
3O 8" SOLID WHITE (DETAIL 38A)
AND
® 11" DOUBLE YELLOW (DETAIL 22) ROCHESTER AVE
SO 12" SOLID WHITE (THERMOPLASTIC)
® 11" MEDIAN STRIPE (DETAIL 29) AF'r'kC�VEJ i�Y JAIL 1 - CJ- o -
i�/�; CITY ENGINEER _� l �///l R.C.E. N0� 9t7-
7O "LANE DROP ARROW PAVEMENT MARKING
Q ti�
8 "AHEAD" PAVEMENT MARKING (THERMOPLASTIC) i� �� No. 18 �n y
I�; DESIGN RE C )MMENDE D
* ,p 3-j''9Z/* O�M,As c J.F. DAVIDSON
9O "SIGNAL" PAVEMENT MARKING (THERMOPLASTIC) _ _______ F ~ ASSOCIATES INC.
. .
JlQrjRAFF�� ��1�% DRAWN 3426"ITENTH ENGINEERING DIVISI N HEET
"ARROW" MARKING - LEFT (III) OR RIGHT (III) �F CA��F� K.T.O Rivderside, CA 92502 7 OF 9
)114)683-9209 FAX:(714)686-5807
CHECKED Q--,D- R.T.E. 18 DRAWING NO.
DATE 10 -rl-to FILE NO. 8810568 geR6 _S