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TYPE N_
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5'
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175' STA 10+00-00 67'
....... Cn L111 N r b-I z M
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375 3101"
ROCHESTER AVENUE
------ 175' [6
STA 74+43.72
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FOOTHILL BOULEVARD 0 Uj
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ED
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37
TYPE IV (R)
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+ I-- / 7
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Ht SEE PLA
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7
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17 7 No RIGHT
SCALE: ill:40" LANE
LME
61 NUST
TURN
J MUST
18
MY T0 RIGHT,)
71E RIGHT
'j_
0
C) (n 0 _-N
0 C;8 11
(10 0 0 0
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9 1 .1 i 6=� ,
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+
MY + (D 4e
0 N T_ i� i I �9 "I r,),, F ji 00 + -0 z z
00
OC?; OJ
00 06
00 TIE
00 cj� GENERAL NOTES:
Ln
Of 1 4 ii
1 00 [Y- + CO
fl ��J 1'�� L < 00 1,- Ch,- ]]NA EDISON
< < e-N 0 1-- r- ry SOUTHERN CCII-NLIFOR 0) :5<- i--
17- Ld �7 V) w <
Cn Cn bi 00 Lij W
PARCEL NJAP 1. ALL SIGNING SHALL CONFORM TO THE SIGN SPECIFICATIONS
V)
V) < z bi PER CALTRANS 2003 SUPPLEMENT, AND CITY STANDARD 133.
1\1 0 1 -7 5 ic 41, EO
7 3 W __j
PJM,B, 222/72— 2. ALL SIGNS SHALL BE MOUNTED ON UNISTRUT POST PER THE
TANDARD P
LAN. 133.
CITY OF RANCHO CUCAMONGA S
Ln
La__ 3. ALL STRIPING AND MARKINGS SHALL BE INSTALLED PER THE
�s.
CD CITY OF RANCHO CUCAMONGA STANDARD PLAN 133.
S2
C/),
170$
LO 175
C) 4. ALL EXISTING TRAFFIC STRIPING CONFLICTING WITH THE NEW
580 ------ ------ G SHALL BE REMOVED
LO --------------- 2 170' LANE GEOMETRY SIGNING AND STRIPIN
C.0
175'
............ 4 108'
+ SANDBLASTING METHOD.
2-461 9-46 BY WET
-Q- 0 yp
175 8-+0 0-
VE 4—
' 4 6 4
96' REVERSE CUR 11' 4 87T 5. THE CONTRACTOR SHALL PLACE A BLUE RAISED PAVEMENT
84+ OR 6" INCHES FROM MEDIAN C.F.
Lf) TYP E I V, MARKER ON CENTER LINE
6 ff)
-L-_7_ _,R EVERS FOR EACH FIRE HYDRANT LOCATION.
V_ - ------
r E_-CUR T 0-0-Ts a 1-LL---B-OF% ULEV A,-
==r
80+00
L
6 TYPE IV1
w
9 TYP- ,-g2],345 ENT MARKING MATERIALS AND INSTALLATION
W 200' ----------- 6. STRIPING AND PAVEM
5
> 2 68 150' ------- SHALL CONFORM TO THE STANDARD SPECS FOR PUBLIC
4 51 4 21345
w - 0 00 ....... WORKS CONSTRUCTION.
in 0 L0 685' r__1
345'
j
...... Lni
r---n Q0 Ln 7. ALL SIGNS SHALL BE MADE WITH HIGH INTENSITY REFLECTIVE
15 0' ------ RIFFITI FILM.
310 �,��8 5 0' SHEETING AND ANTI-G
--------------- 4 '
w
TY
P
150' 5
W E
-FE=1V7
EVERSE CUR NOTE'
THE STREET LIGHTING SHOWN ON THIS PLAN REFERENCES TH
Ln
Ln POSSIBLE TRAFFIC SIGN PLACEMENT BY BANDING TO THE POLE.
bi ,I-
< a_ m Cn THERIN (,_-,,.r1-\L1FOR11\1A1 EDISON
0 00 0- 0 + SOU + FOR ACTUAL STREET LIGHT INSTALLATION SEE THE STREET
co 00 w 0 0 cr- N ;4- r,
C14 N 17- + ji� co Cf)
+ 11 + + 00 IMPROVEMENT PLAN WITHIN THIS PLAN SET.
0 + + V) 6 U)
I cr_
+ 00 Cn co Cn < 0
00 Cn 00 00 V-� �_�
T_ z Ob Z 00 1-__ z
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t-- k_u I__ LIJ
< n ry Cn m V) bi bi
CN 1,11 il Cn m
7 bi
7 7 ",'1 CL Uj 7
10 >_ CL MY
10 16 5- 17
ri"0 ONE WA 11
18
RIGHT 125' SIGNING AND STRIPING CONSTRUCTION
PARCEI J\/]AP
RIGHT LANE
I SIGNING AND STRIPING CONSTRUCTION
LANE MUST
MUST TU RN 125' Fj�
_]-_................ 1\1 0 7_E_3 1 8_- w i
I' I FURNISH AND INSTALL R18.1 "RIGHT LANE MUST TURN
0 TURN IE RIGHT
PAINT DOUBLE YELLOW CENTER LINE STRIPE PER CITY OF
7K RIGHT IM,B, 2 2 6 8Q, 6—81-- 7 15' RIGHT" SIGN
-XI"K7__
RANCHO CUCAMONGA STANDARD PLAN 133.
0 FURNISH AND INSTALL R26(S) "NO STOPPING ANY TIME" SIGN
PAINT 4" WHITE SKIP STRIPE PER CITY OF RANCHO
0
CUCAMONGA STANDARD PLAN 133.
FURNISH AND INSTALL OMNI TRANS BUS STOP (CITY TO 0
. .....!_,. COORDINATE NEW STOP)
0,
CITY
H DATE APPROVED
PAINT 4" SOLID WHITE PER CITY OF RANCHO CUCAMONGA
�k
STANDARD PLAN 133
PAINT TWO-WAY LEFT TURN STRIPING PER CAL-TRANS DESCRIPTION OF REVISION
r= 19
A*=*&
j y,LJ�
Q STANDARD PLAN A20B, DETAIL 32
J �J PAINT 8" WHITE CHANNELIZING STRIPE PER CITY OF RANCHO U A M -Oft& A U�
CUCAMONGA STANDARD PLAN 133
U Y eNF w"'ANUMU U UA UNUA LQ)
FURNISH AND INSTALL R1-1 "STOP" SIGN I T'
0%,.00
LL. PAINT WHITE CROSSWALK AND/OR LIMIT LINE PER CALTRANS
E H FURNISH AND INSTALL R3-2 NO LEFT TURN SYMBOL SIGN IC SIGNING AND STRIPING PLAN
STANDARD PLAN A24E TRAFF
PAINT 6" WIDE SOLID BIKE LANE STRIPE PER DETAIL 39 OF FURNISH AND INSTALL R 6-1 "ONE WAY" SIGN AND SYMBOL Q)
m PARCEL MAP NO. 17818 4--1
CALTRANS STANDARD PLAN A20D 0
FURNISH AND INSTALL R7 KEEP RIGHT SIGN WITH SYMBOL 0
0
F 0 0"'T ONI I L L F bm'0" U L E V A R ru" (n
PAINT WHITE PAVEMENT LEGEND PER CALTRANS STANDARD U)
PLAN A24A-A24D (TYPE AS INDICATED) FURNISH AND INSTALL OM2-2H REFLECTORS <
FROM 700 FEET WEST OF ROCHESTER AVENUE TO 1,500 FEET EAST >1
ITY OF FURNISH AND INSTALL R81 "BIKE LANE" SIGN WITH SYMBOL dv_42_108"_0
7 FURNISH AND INSTALL TRAFFIC SIGN AND POST PER C DATE
APPROVED BY 0)
RANCHO CUCAMONGA STANDARD PLANS 42156
FURNISH AND INSTALL WR9-3A NO PEDESTRIAN CROSSING SYMBOL R.c.E.
CITY ENGINEER -
7
PAINT 6" WIDE DASHED BIKE LANE STRIPE PER DETAIL 39A # RECOMMENDED
>1
FURNISH AND INSTALL WR9-3B "NO PEDESTRIAN CROSSING" SIGN DESIGN 0-
ineers
Associated Eng
OF CALTRANS STANDARD PLAN A20D 0
Vj J.D.M 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 0
bu
FURNISH AND INSTALL STANDARD PIPE GATE PER APWA 602-2 'ji -0891
Voice: (909) 980-1982 Fax: (909) 941 SHEET V)
DRAWN
Underground Service Alert FURNISH AND INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA i_mD G-11613�010
WITH R9-3G & R9-3D SIGN
ORE STANDARD No. 135 J.D.M. 10 OF 14
CITY OF
TEMPORARY BENCHMARK
G�D Call: TOLL FREE RANCHO CUCAMONGA FURNISH AND INSTALL R73-3(CA) "NO U-TURN" ON MAST ARM C DRAWING No.
HECKED
1" IRON PIPE IN AC PAVEMENT AT THE J.D.M RCE No.: 64696
1-800 CENTERLINE INTERSECTION OF FOOTHILL DATE: 2007 FILE No.: 05-141
BOULEVARD AND ROCHESTER AVENUE
227-2600 ELEVATION: 1207.36 (ft) PROJECT SHEET # OF
Ln rSMA
T
IENUE=
TWO WORKING DAYS BEFORE YOU DIG
File: L:__\2005\05102-A-s�DWG\SHEET\PHASE-2\1 O-STRIPING.dwg Apr 24, 2008 10:49am Jeffm
SCALE: 1' 40"
F T H I L L w bm6'0 mum L E V A r R wLm j"
t I
I I RIGHT
.._ LANE ."..._.SPEED _. _, _,._ . ., . ...,.
I l PNiK1lG MY TTURN LIMIT I I
RIGHT
FOR TRAFFIC SIGNAL
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STA 74+39. M ...�, .._,.® .m._.�__ ......
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t
m.mm �
SIGNING STRIPING TITIE Ir
n" --
LO CD
1 PAINT DOUBLE YELLOW CENTER LINE STRIPE PER CITY OF 520 LF cv
RANCHO CUCAMONGA STANDARD PLAN 133. NI Ia �I - "' a cn
m
v7
V) �w
I I �
c �
1 l„
850 LF ". ., , �' r'1-� � 11],-�
2 PAINT 4 WHITE SKIP STRIPE PER CITY OF RANCHO
E3. 1
CUCAMONGA STANDARD PLAN 133. i �. w_...,".._7 a7 � �',1 , f �.p,. � ..rl 7 I 7 I C
k I . N ► I 1 1 l
ST�PNG 1 1
„ 1900 LF I mt ! 4 P,M, �' --�
2A 73
PAINT 4 SOLID WHITE PER CITY OF RANCHO CUCAMONGA l
_ jl
STANDARD PLAN 133 nm.__,., :..:.
�,.q I
I�
TE
Miff
I 4
11
t, �
>, mpm
820 LF �,., '�I l I ,I �:. W_....m.
. M " I
PAINT 8 WHITE CHANNELIZlNG STRIPE PER CITY OF RANCHO p I ;' �I �I I�°��� � � ...�,, " �u�_�� �~� � -�:��� �-��.. .,;�t,�,l `��� I �I ,
133 °�� p � �.�m,._,,`� al..� �.__.. .
CUCAMONGA STANDARD PLAN ,; .�_.. .. .��._ _ �,
�� ' EE SHEET 1O
PAINT WHITE CROSSWALK AND/OR LIMIT LINE PER CALTRANS 400 LF
STANDARD PLAN A24E
5 PAINT 6" WIDE SOLID BIKE LANE STRIPE PER DETAIL 39 OF 1,600 LF
CALTRANS STANDARD PLAN A20D
PAINT WHITE PAVEMENT LEGEND PER CALTRANS STANDARD 16 EA
PLAN A24A-A24D (TYPE AS INDICATED)
7 FURNISH AND INSTALL TRAFFIC SIGN AND POST PER CITY OF 15 EA
RANCHO CUCAMONGA STANDARD PLANS
8 PAINT 6" WIDE DASHED BIKE LANE STRIPE PER DETAIL 39A 400 LF
OF CALTRANS STANDARD PLAN A20D L
9 FURNISH AND INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA 74 EA 1, ALL SIGNING SHALL CONFORM TO THE SIGN SPECIFICATIONS
STANDARD No. 135 PER CALTRANS 2003 SUPPLEMENT, AND CITY STANDARD 133.
10
FURNISH AND INSTALL 818.1 "RIGHT LANE MUST TURN 5 EA 2. ALL SIGNS SHALL BE MOUNTED ON UNISTRUT POST PER THE
CITY OF RANCHO CUCAMONGA STANDARD PLAN. 133.
RIGHT" SIGN
�> 8 EA 3. ALL STRIPING AND MARKINGS SHALL BE INSTALLED PER THE
11 FURNISH AND INSTALL R26(S) NO STOPPING ANY TIME SIGN CITY OF RANCHO CUCAMONGA STANDARD PLAN 133.
12 FURNISH AND INSTALL OMNI TRANS BUS STOP (CITY TO 1 EA 4, ALL EXISTING TRAFFIC STRIPING CONFLICTING WITH THE NEW
COORDINATE NEW STOP)
LANE' GEOMETRY SIGNING AND STRIPING SHALL BE REMOVED
BY WET SANDBLASTING METHOD.
13 PAINT TWO-WAY LEFT TURN STRIPING PER CAL-TRANS 327 LF 5• THE CONTRACTOR SHALL PLACE A BLUE RAISED PAVEMENT
STANDARD PLAN A20B, DETAIL 32 MARKER ON CENTER LINE OR 6" INCHES FROM MEDIAN C.F.
FOR EACH FIRE HYDRANT LOCATION.
14 FURNISH AND INSTALL R1-1 "STOP" SIGN 1 EA
fi. STRIPING AND PAVEMENT MARKING MATERIALS AND INSTALLATION
15 FURNISH AND INSTALL R3-2 NO LEFT TURN SYMBOL SIGN 1 EA SHALL CONFORM TO THE STANDARD SPECS FOR PUBLIC
WORKS CONSTRUCTION.
r�
0
16 FURNISH AND INSTALL R -1 `"ONE WAY" SIGN AND SYMBOL 2 EA 7. ALL SIGNS SHALL BE MADE WITH HIGH INTENSITY REFLECTIVE
a
17 FURNISH AND INSTALL R7 KEEP RIGHT SIGN WITH SYMBOL 2 EA
SHEETING AND ANTI-GRIFFITI FILM. N
I
DESCRIPTION OF REVISION DATE CITY U
18 FURNISH AND INSTALL OM2-2H REFLECTORS 2 EA APPROVED _
" " SIGN WITH SYMBOL 1 EA THE STREET LIGHTING SHOWN ON THIS PLAN REFERENCES THE
U IVI U (3 A 1 FURNISH AND INSTALL R81 BIKE LANE POSSIBLE TRAFFIC SIGN PLACEMENT BY BANDING TO THE POLE. " ITYff �
L_
T LIGHT INSTALLATION SEE THE STREET
`C;`Hj`% 'U "AlL A A' N "A
L 1 EA
FOR ACTUAL STREET �
20 FURNISH AND INSTALL WR9-3A NO PEDESTRIAN CROSSING SYMBOL IMPROVEMENT PLAN WITHIN THIS PLAN SET.
TRAFFIC SIGNING AND STRIPING PLAN
w
21 FURNISH AND INSTALL WR9-3B "NO PEDESTRIAN CROSSING" SIGN 1 EAPARCEL MAP NO. 17818
a
22 FURNISH AND INSTALL STANDARD PIPE GATE PER APWA 602-2 4 EA
WITH R9-3G R9-3D SIGN KUUHESTEK AVEimUE Cn
U)
Q
23 FURNISH AND INSTALL R73-3(CA) "NO U-TURN" ON MAST ARM 2 EA
FROM FOOTHILL BOULEVARD T 700 FEET OUT �
..ra *-- 2_6
APPROVED BY DATE
NOT USED :a&*
¢. ° ° r ' '° CITY ENGINEER R.O.E. 4215
DESIGN Associated Engineers
RECOMMENDED Q
® eV. im.4tt R.B.S. °
Underground ServiceAlert
., ,
3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 U
FORE
fp , µ DRAWN Voice: (909) 980-1982 Fax: 909 941-0891 SHEET
® Call: TOLL RfTe , 4 R.B.S. 11 of 1
CHECKED DRAWING No.
UC)
UE
►►►� RCE No.: 64696
J.D•M• DATE: T 2007 FILE No.: 05-14227-26001
TWO WORKING DAYS BEFORE YOU DIG___ PROJECT SHEET # OF
10:01 am Jeffm
File: L. 2005 05102-A DWG SHEET PHASE_2 11_STRIPING.dwg Apr 24, 2008 -
Ek a
MW
INSTALL BOLTED TYPE POLE � IF X = 10' USE THESE DIMENSIONS 0—k (0j"ENERAL NUTES%
PLATE — ATTACH TOP OF
SV-2—T TO POLE PLATE ** IF X = 11' USE THIS DIMENSION WITH �I
® OTHER X DIMENSIONS
I 1 . Traffic signal and highway safety lighting systems per CALTRANS Standard Plans an
• E.C.R Standard Specifications dated May 2006, as shown on the plans and in the Special
1 1
® ®
Provisions,
w
® CROSSWALK
® 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specification and California
DOUBLE YELLOW STRIPE STRIPE
(� Maintenance Manual, and Standard Specifications. Pavement legends shall conform to
® OR
w
OR MEDIAN CURB FACE City stencils. Reflectorize all signs, stripes and legends.
FIVE SECTION ' ' LIMIT LINE
SIGNAL HEAD 2'*
!' ff �, 3. Pavement markers and painting procedures for striping per Standard Specifications for
Y ® THREE SECTION '' B — B Public Works Construction, latest edition.
A SIGNAL HEAD
0 4. Locate all substructures prior to construction. Nand dig foundations until clear of
® ' O obstructions. Coordinate pole installations with overhead utility or substructure owners.
® G
REFER TO PLAN FOR REMAINING LOOPS 5'* Phone Underground Service Alert and concerned utility companies 48 hours prior o
1 1 X* construction. Location of utilities and substructures have been shown from a search of
`—- LEFT TURN LANE
available records. The Contractor shall conduct his operation in such a manner as to
c protect not only the utilities and substructures shown, but other utilities or substructures
5, that are not shown on these plans.
COMPARTMENT °> N L►NE 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final
TERMINAL CO 8 WHITE TURNING LA E
placement. Perform preliminary striping layout prior to leap detector layoutuur-v i im U E .
X-6
' L E Le% C 6. Vehicle indications shall be LED 12" sections, pull boxes No. 5 and conduit 2" rigid
galvenized metal except where shown otherwise.
F I V`E E-C T 10" R` L at In E AU (EXACT LOCATION A 7. Electrics{ servicesAPPROVED shall be 120volt 240volt. Provide circuit breakers for signals (one 50
amp metered), illuminated signs (one 15 ammetered), and safety lighting (one 30 amp
10 100- 61 per 1200 watts or portion thereof unmeteredp}. Coordinate service details and scheduling
--MUU1ftmHT11m1 A#"% ET1`0 L - X INSIDE THROUGH LANE
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
X-6
operation.
INSIDE THROUGH LANE 2
4" LANE LINE OR 8" TURNING LANE LINE
3'
10' 6' — ---�— of
OUTSIDE THROUGH LANE " T
OU 1
Y
Y 16Y2
- L 1i o 2"
U 14
UG04
I - •
A A r%
A A A 6= 6' 1 1
ELECTRICITY — SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269
GAS — SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600
PHONE — VERIZON CORPORATION (909) 608-1230
— SBC (800) 227-2600
"Lj ET/ffA'a I L 'rAr 0-— . LAAm Ap" am
11 11 "U"-
11bEmLM 0LcuAV%Otf:NLJ "U' ETAIL WATER — CUCAMONGA VALLEY WATER DISTRICT (909) 987-2541
SEWER — CUCAMONGA VALLEY WATER DISTRICT (909 987-2541
— r �8 ■ ■ ■ UNDERGROUND SERVICE ALERT (800) 227-2600
R,Y,G _ �2, �4, �6 o REFER TO PLAN FOR DISTANCE
YA,GA — 01 , 03, 05 or 07 NOTE: LB CONDULET, STO CABLE, HANGING
— TO ADVANCE DETECTORS HARDWARE & SIGN BY OTHERS
Go N Ak L w Do A S%L I m—"& L A Y Sm'
ALL SECTIONS 12"
REMOVABLE
STEEL CAP 81
_OPP
SINGLE INPUT ARM LENGTH
EMERGENCY VEHICLE 24PP
PREEMPTION DETECTOR OO
SEE 48"
"SIGN TAB'
DETAIL _ +
CE '141
VICINITY MAIC
0 Esk L V E)k CE
0 ASTRO MINI—BRAC
,P
AB-0121-29—NPT—ALO IL 2 COUPLING FOR
W/SE-0577—GLV OR 0 U A& SIGN WIRING
APPROVED EQUAL (NIPPLE &
0
CONNECTORS
BY OTHERS)
BP_OPP
Pr
R
AST W R 8®0" <
ARM TUBE SIZE GENERAL NOTES � � � _-
MATERIAL SPECIFICATIONS � z
LENGTH END O.D. x BASE O.D. x THK. 0 psi minimum field after fabrication w '`� ¢ � � � �
,P SHAFT Steel of 48,00 p Y a VI TAGE�G IVE `E C I A L P R 0' V'I Z'5`10%N Zo 5% U K
210 FRWYTHE SrV F" THIS
8'-0 0"%FFI`%E
2 3/8 x 3 1 f 2 x 1 1 GA.
BASE PLATES ASTM A-35 Steel ASTM A-36 Steel (n R0 " Aw"E "k a F I LE I'" TH E
v HIGHLAND AVENUE NO
& FLANGESW 0 K U N
1MRmA%`-*j%T /-%RM— BACK CLAMP PIPE ASTM A-36--53 Grade B Steel
W/4 BOLTS MATERIAL SPECIFICATIONS 21F To a E IT'" Ek 1 G UNEEK.
(ASTM A-307} BUTT WELDS Ground flush with base metal 19TH ST -i
LONGITUDINAL All welds shall conform to AWS D1.1 weld
VICT®RIA PARKULAMP% F(Pin"R L
SIGNAL POLE WELDS specifacotion
w
DIAMETER AT FINISH COATING ASELINE ROAD wIlk I
T Ow" om"k2ABOVE STRUCTURE Hot dip galvanized per ASTM A-123
FILE8 NO.
Ev? U` P%TIC�AL ODLE It=u
— CEFININ ABOVE
GRADE
HARDWARE dip galvanized per ASTM A-153 E: El El
DESIGN CRITERIA
1„ STRUCTURE &e In accordance with the Specification for Structural dBLVD ~�
4 R CLAMP HARDWARE Supports of High wayy Signs, Luminares and FOOTHILL
Traffic Signals. AASHTO 1994
wI CK
< � ::1 NO SCALE
Uj
WELDING In accordance with the Specification for Structural
EXIST. C & G 1 1/2 DIA, Supports of Highwa Signs, Luminares and o > Un z w = Q
Traffic Signals. AA HTO 1994 ccs < m 0 Ld o
DEBURRED w
SIGNAL POLE HOLE IN -r Cr_ 0
EXIST. C & G CLAMP
w W = � p
0
= Q =
16 DIA. HOLE IN 6TH ST Locotion
Amp-
< CLAMP SUPPLIED
"R„ 3 1 ff 8 WITH A TYPE L ARM _
PP 4TH ST DESCRIPTION OF REVISION DATE C v
� 2 � —16UNC BLUNT APPROVED �
ffRff CAB. 4„ CAB. Off POINT TAPPING O
_ +
W PA® _ TO RBE (PILOTEW ELDHOLE AS REQ'D. (HOLD}
C/-) - DRILLED) —
a
- _ NOTCH 0R DRILL 1" DIA. HOLE 4 RAD.
W GROMMET P, 4
VARIES !t_ - FOR DRAINAGE IN POLEDIA. TRAFFIC SIGNAL ELECTRICAL DETAILS FO
W
14
" - CE (FIELD DRILLED) 1
10 CLAMP DETAIL ®RILL SIGN TAB DETAIL FOOTHILL BOULEVARD AT ROCHESTER
0
AVENUE AND FOOTHILL BOULEVARD 0
SECTION
PLAN VIEW En
AT VICTORIA COMMONS DRIVE <
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iiia ng=% ATI 0% a I A ft 0 9=%
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�' CITY ENGINEER R.C.E. 42156
Fum" ETAIL M Z5T A
� `,, ,,. .'r M a I _jM
RECOMMENDEDti N % 11711k
>,
PAu HUKID" No TAL I I „ ; f, DESIGNAssociated Engineers
��y R.B.S.
° '� 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 9176 �
$` ° �
Underground erviC rt Voice: (909) 980-1982 Fax: (909) 941-0891
SHEET �
� � DRAWN
I � R.B.S. 12 OF 14 0
ORE
Call: TOLL FREE
�� �n ' CHECKED
U
DRAWING No.
RCE No.: 64696
— '
►,� J.D.M.
DATE: T 2®C}7 FILE No.: 05-141 tC7--
227-2600
I all al FRU"WE'U"T SH T # OF
TWO WORKING DAYS BEFORE YOU DIG
File: L: 2005 05102—A DWG SHEET PHASE_2 12—tr sig details.dwg Apr 11, 2008 — 3:04pm Jeffm
TRAFFIC SIGNAL EQUIPMENT
REPLACEMENT AND RELOCATION PLAN
q� �" � .� �UJLXJIU _
A --�'�a
NAL SIGNAL
ui
GRAPHIC SCALE Z,3\,
X TI NG E 15
0 20 40 80
o � r IGN L POLEMEMEL A B
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1 inch = 40
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EXISTING CONTROLLER — —
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pNr.""""» � L..,,.0
m A ,_. �M�. L_._.I EXISTING SERVICE
TRAFFIC SIGNAL N HJT E S
0
A REMOVE AND REINSTALL EXISTING TYPE 15 TS POLE COMPLETE. INSTALL NEW
s FOUNDATION PER CALTRANS STANDARD PLAN.
# 1.1.1 k I
I
UB JOIN AND EXTEND EXISTING CONDUIT TO THE NEW PULL BOX, EXISTING
FILL AREA WITH
I "� ICONDUCTOR SHALL BE SPLICED PER CITY SPECIAL PROVISIONS. PLACE NEW 2"
4 CONCRETE c I
k F CONDUIT FOR LOOP DETECTORS AS REQUIRED.
4 t ,>
, _..___._ C FURNISH AND INSTALL NEW TYPE E LOOP DETECTORS PER CALTRANS
2 2 EXI STING .,_I � '� 1 STANDARD PLAN ES-5B. FURNISH NEW NO. 5 PULL BOXES AS REQUIRED.
STREET IMPROVEMENTS o 8M SOUTH
r
8 CURB �� CURB O INSTALL 1.5—INCH RGS CONDUIT WITH 6PR NO. 22 S.I.C. CONDUCTOR, NEW
1 CONSTRUCT 8 PCC CURB AND GUTTER, TYPE A2-8 PER CITY OF ONLYLi NO. 5 PBS TO INTERCONNECT TRAFFIC SIGNALS (200' SPACE INTERVALS).
RANCHO CUCAMONGA STANDARD PLAN NO. 104 ".-1:,:g e.
EXISTING--- 2 (� � 5 �
8" NORTH ' an µce ALL EXISTING STRIPING
E INSTALL 6PR NO. 22 S.I.C. CONDUCTORS IN EXISTING CONDUIT. CONNECT
2 CONSTRUCT 8 PCC CURB ONLY, TYPE A1-8 PER CITY OF RANCHO MEDIAN CURB I THAT IS DISTURBED TO S.I.C. IN CABINET FOR THE INTENDED OPERATION.
EXISTING
CUACAMONGA STANDARD PLAN NO. 104 I I 2 I ' AC PAVEMENT BE REPLACED IN KIND
3 PLACE 8" AG PAVEMENT OVER 10" GLASS 2 AGGREGATE BASE � I
ana— F INSTALL CONDUIT INTO EXISTING PULLBOX.
(FINAL PAVEMENT STRUCTURAL SECTION PER APPROVED SOILS
RECOMMENDATION). SEE CITY GENERAL NOTES 9 & 10, LATEST
EDITION. FINISH COURSE OF 0.13' ARHM �— — --� — —
q SAWCUT AND REMOVE EXISTING AC PAVING
j _-
5 REMOVE EXISTING PCC CURB AND GUTTER
,I
6' CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO
CUCAMONGA STANDARD PLAN NO. 307 -MEDIAN
7_ CONSTRUCT 4" PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA NOT TO SCALE
STANDARD PLAN NO. 114 (W=6' WHEN CURB ADJACENT)
g INSTALL 16,000 LUMEN HPSV STREET LIGHT BY SOUTHERN
I
CALIFORNIA EDISON: PAID FOR AND COORDINATED BY DEVELOPER _ -- - -
9 CONSTRUCT CURBSIDE DRAIN OUTLET—LOW CAPACITY PER CITY OF — — — — — — — SPECIAL PROVISIONS FOR THIS
RANCHO CUCAMONGA STANDARD PLAN NO. 107—A. — WORK IS ON FILE IN THE CITY
ENGINEERING OFFICE
—
R
,....'7 t.....................a}4. .,.m.-,...,...., .._,,.._.._ wza... ..�....,..«...«,.,.-,.w..�.t,..�-.�..h..,«x�,P� r .��..,,®.®...,. ,.{`...�. ,. �;...."' }. ryrvw ...,^
1 Q INSTALL STREET TREE PER LEGEND AND NATES ON SHEET 1 _ , __ ,_ . mmj. .. _ ..
k.._ . r. __....._
--- --- _
_. FILE N O. PM
11 RELOCATE POWER POLE BY SOUTHERN CALIFORNIA EDISON; PAID Q �--
FOR AND COORDINATED BY DEVELOPER + FOOTHILL BOULEVARD
12 PLACE 8" PCC PAVEMENT BUS BAY LANE PER CITY OF RANCHO
AMONGA STANDARD PLAN N0. 119 00 . _. ...w_ _ _ . ..� ..�v_ �_ _. _.. ,� .. _ ._��_< _ � .._,m ,._�.. _ e _ .. ..._.... d_ ..m.. __„_.g4,+ ,_._ _ _ _. _..._._. __,_................._.,.__.. _+. ._ . __. _._.. __
CU C -
. .
13 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY OF RANCHO
CUCAMONGA STANDARD PLAN NO. 101, TYPE "C"; "W" PER PLAN
14 RELOCATE STREET LIGHT, BY SOUTHERN CALIFORNIA EDISON, PAID oN w IT w ,
1 s
FOR AND COORDINATED BY DEVELOPER �k,
_.. ..w._,�__.µ..._ _m__ .. ._,,. __.. .,_._._._._ �m_. _,,._... _m_a .
h .n_ h o' _..,.,.....Fl.....__....�._._._w.,.....�...•_,...,..N„�,...._.W.m....m,. .__....:»,,.... _._ ._.___w..,�,�.......w...,,,_.. 'W e�-,..»....-_,..m.,.,,,:.�.........,.�.......�.,»..,,»,.,,..,.� _,.,�,._,»»,,..W..m.,w.m_.,,...,........,_._.,.,.._...
15 RELOCATE UTILITY APPURTENANCE PER AGENCY DIRECTION --� - — ®
_a , , �
16 PROTECT IN PLACE
17 CONSTRUCT SINGLE ACCESS RAMP PER CITY OF RANCHO , '� A&
o
CUCAMONGA STANDARD PLAN NO. 102 D NEW CONTROLLER Al 1 1 �' rw
I
VICTORIA COMMONS DRIVE DESCRIPTION OF REVISION DATE CITY
18 CONSTRUCT CURB RAMP (CASE B, TYPE 1) PER STANDARD PLAN SEE SHEET 14 FOR DETAIL APPROVED
NO. 111-3 OF THE STANDARD PLANS FOR PUBLIC WORKSAv` E 'AMOmA,
CONSTRUCTION 'ON' l T` ff "i'mi "w'Holill” N
a�
a�
1'9 CONSTRUCT LONGITUDINAL GUTTER PER CITY OF RANCHO
CUCAMONGA STANDARD DRAWING NO. 106-AEQUIPMENT
w
0
NOT USED REPLACEMENT
PARCEL MAP NO. 178180
En
y
cn
KUL;HEZS%TEK AVENUE <
>1
-0
APPROVED Y DATE
CITY ENGINEER R.C.E. 42156
DESIGN RECOMMENDED
Underground Service Alert Associated Engineers
oR e2� ,. , o
F Y� TEMPORARY BENCHMARK — CITY OF
,fir 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764 v
F bra € DRAWN voice: (909) 980-1982 Fax: (909) 941-0891 SHEET U)
t
q � RANCH® CUCAMONGA1AICa,�,� t ��� .-
�, / 0 ar b sir ., �' OF 1 c-
((��D p 1 IRAN PIPE IN AC PAVEMENT AT THE �� � � w
1-- 0 CENTERLINE INTERSECTION OF FOOTHILL SIrAdlfeegeIN
..s Je^.^ .�' �sem” �°"°'" �'�•i� {„a 'k,�F'-"�
BOULEVARD AND ROCHESTER AVENUE CHECKED DRAWING No.
227-2600 _ RCE No.. 64696 .�
ELEVATION: 1207.36 (ft) DATE; A S 2007 FILE No.: 05-141
TWO WORKING DAYS BEFORE YOU DIG
File: L: 2005 05102—A DWG SHEET PHASE_2 13—interim_traffic.dwg Apr 24, 2008 — 10: 48am Jeffm PROJECT SHE�ET # OF
U
SENSOR No. CHANNEL DETECTOR CONTROLLER INPUT LOOPS P CHANNEL SENSOR No. CHANNEL DETECTOR CONTROLLER INPUT LOOPS P CHANNEL CONDUIT RUNS
/ / PHASE D i A A A.W.G. POLE CIRCUIT
Detector Rack 1 Detector Rack # 2 1 M22 Z3\ 4 5 6 Si
3Z__1
1 1 1-5— s2�3 3 — 1 1 3—S—f�f8 19 — 01,Qf4,Q.S2P, Q,f4P,2 1—N— .�4 4 2 2 3—N-1�f4 20 1 I2PPB, 8PB,
1 1—E— 01 1 1 2 1 3—E— 01 17 — UNASSIGNED w s�S1 QS6 �6P
2 1 Q -
2 1—W— Qf2 2 3 2 3—W— 2 2 0 U � 4PP 1 1 1
18 B 1 1 1
3 1 1®N f�7 7 _ 3 1 3— 07 _ ca ca C �4, — .— —
23 0 ~ 08 4P, 1 1 1
2 1-S- 08 8 2 2 3-S-08 24 — 7 ® � 6PPB 1 1 1
v
1 1—W— 05 5 1 1 3—W-0 5 21 — U �
4 4 N C) ® 05,08,06P, 1 1
2 1—E—06 6 3 2 3—E—X36 22 2 UNASSIGNED 0 6PPB 1 1 1 1 1
1 2—S-03 11 — 1 4—S- 03 27 — 0
5 5 E 02, 4,05,02P,
2 2—N— 04 12 2 2 4—N—04 28 1 2PPB 1 1 1
1 2—E— 01 9 3 1 4—E— 01 25 —
6 6 TOTAL 5 5 6 1 1 3 3 1 1 1 _ —
2 2—W—02 10 4 2 4—W-02 26 — #10 SAFETY LIGHTING — — 2 2 2 2
1 2—N— ,tc�°7 15 — 1 4—N-07 31 — — _
7 7 I.I.S.N.S. #12AWG 2 2 2 2
2 2—S- 08 16 2 2 4—S-08 32 — EMERGENCY VEHICLE PRE—EMPTION 4 4 1 2 1 1 — —
1 2—W— 05 13 3 8 1 4—W—�S5 29 — INTERCONNECT S.I.C. 6PR #22 — — — — — — — 1
8 2 2—E— 06 14 4 2 4—E— 06 30 — VICTORIA COMMONS _
1 LOOP LEAD—IN 2 2 2 2 2
fi EVP �' 6' + 1 EVP 3 _ NOTES: 2 3
* INSTALL SIGN & POST DR E
2 EVP 0 2 + 5 EVP 4 _ "KEEP INTERSECTION 3
1 EVP .� 8 + 4 EVP 5 _ CLEAR" 11 11 13
10 * L REFERENCE NOTE: _ w 4 4 4 4 4
� 0 Q 5 2
2 EVP �' 4 + 8 EVP 6 _ � _ FOR SIGNING AN STRIPING PAN H w -�
o ;�, i �� D G SEE L SHEETS 10 & 11, o_ _
NOTES: EVP DISCRIMINATOR 5 �-- ® 6 3 3 3 3 3
FOR TRAFFIC SIGNAL ELECTRICAL DETAILS SEE PLAN SHEET 12. �- 7
_ 8 2 2 2
S WATER —LO —
_ - TOTAL 16 1 1 2 9 9 5
v T SIGNAL SERVICE 3#6 — — — — — — 3 -
-0' fi CONDUIT SIZE (IN.) 2_4" 2-4,: 3„ 2 3,► 3" 3'm 3" 1,5„
�� INSTALL
24RC`P
"'"'"'" amu„ ...** Viµ. W.w.....:...._.'w....„.„ -^ ✓
1 = DESIGNATED INTERCONNECT CONDUIT S = DESIGNATED SERVICE CONDUIT
.. . _. . , , ., ..:... .5 DLG
ROAD * 3CSC MAY BE USED FOR SIGNAL SPARES TO EACH POLE.
D
MEN
6 sP 7 500'+— To
! 7R/t 5 Limit Lin e
6E J
-
INSTALL .
,QBE 1.5"C,5—DLC INSTALL
,
1-=DLA. .. ._ ------
7—N ._... ._.... _ ..
1 _ T .-
,A -
-...,_
d
as I _ . .-M-
,
1
1z' + E 4 F 0 0 T H I L L
EI
10 1 B 0 U L E V A R DX345 To - GRAPHIC SCALE
.�16
Limit Line 0 10 20 40
10 `�
15
_ . ... _. -
IN FEET
173 --(CA) _ I
1 inch. = 20 ft.
0 AEMM
- - -- — —30'
- —
_ 0i C) 01 30, 15 10' �t5
_.. _..:
In
-, of
.-e
i 3.1 345' To WTn
nJ 4 o2+z5 E
(U NEW CONTROLLER
_ ' w SEWER AND B I N E T . __ J, `° 27" SEWER I _
s
:Qs4 ,
i
n
r
.Y
I
cv TO S RVICE POINT
500 -+--—To1
I�. �..�.I _. — . —__ OF CONNECTION _ . `� a-� 4
Crosswalk ��
_ 3 DUCT
-- �,
- _ -
U7
SCE
- SERVICE ..-. _ - T -b _ 6E 2 sE _.. - I EASEMENT
1--DLG, 8PR #22 _ ____
- .. T00
AL — - 0
m....-._ I N ST
Run SIC ° to th .-__..,_mm_.._.2,5 C- A 1 a ® _a_
—_ — 5 DLC _-.u._ .. -_
.__....._.Controller Rochest r __...- _ .......-v-_ ....__ �
Avenue, approx 830 LF sPR#2 i c�
I SPECIAL PROVISIONS FOR
=21, T T I THIS WORK IS ON FILE IN
1 ' THE CITY ENGINEERING OFFICE.
0 0 11 15 � 1 Furnish Type 0, -Phase NEMA Controller assembly complete in a
Type Cabinet with all necessary auxiliary equipment includin detector
Yp � rY rYg FILE No. PM
1 sensors. Preemption sensor unit, and Battery ac -up system be in
separate external cabinet. (See Foundation Detail on the "Traffic Signal and
Electrical Detail" plan sheet, and the special provisions. `�t r F �r-i VAS
V L E A N IIJ EZU'aft' U I NP M Em N T Si k4ft;ENE Em EF U L EET L. t 1 0
Furnish Type Ill B Service cabinet completewith one 50A-I circuit breaker REVISED CHANGES DUE S.C.E. DUCT BANX 0
PLACEMENT PED PUSH ( ( l CLEARANCE
two 30A-I circuit breakers for nonmetered safety lighting N I
POLE SIGNAL STANDARD DIMENSIONS SIGNAL MOUNTING BUTTONS HPS I.I.S,N.S. LEGENDS or metered signals, ,
and one 15A-IP circuit breaker for metered I.I. r StandardDrawing 407. DESCRIPTION OF REVISION DATE CITY
SIGNAL LUMINAIRE x, =p s' POLE MAST ARM POLE APPROVED
NO- DESCRIPTION C E ARROW LUMINAIRE
MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN see details ®n sheet 12 Furnish and install , with 1 (I.S. .) n 3410 (Lighting)
01=- VX=V111 4 OF KAN "HU U U MU UA
A 19-4-100 25' 12' 3' -3' -- SV-3-T 1 -MAS SP-2-CSC I TY U "A N
20OW Foothill BLVD
2 c a. Furnish and install single input/single output detector on the mast arms to
B 29-5-100 50' 15' 3' - -1 ' SV-1 -T 3-MAS SP-1 -CS 4 20OW Victoria Commons DR poles�^1 =4�1 and See Detail on the "TrafficSignal Electrical Details" planTRAFFIC
C 1 -A-10 - - 3' 9' - TV-2-T - SP-1 -CS 6 -.� - VICTORIA sheet.
SIGNALFOOTHILL BOULEVARD AT
I W
DRIVE
D 19-4--100 25' 12'* 2' 0' - SV-2-T 1 -MAS SP-1 -CS 6 20OW Foothill BLVD
5 Furnish and install 3"C with (3) conductor per requirements
Coordinate with SG for final connection. I "
0
U)
E 61-5-100 60 15' 9' 1 ' - SV-1 T 3-MAS SP-1 -CS 2 20OW Victoria Commons DR <
Furnish and install sign s noted to the mast r of Poles, and G9}.
* ROTATE LUMIPARCEL MAP NO. 17818
NAIRE 90 PERPENDICULAR TO FOOTHILL BOULEVARD
7 Furnish and install 9-3, 9-3 signs to the Poles, O)and -msµ APPROVED Y DATE -�
CITY ENGINEER R.C.E. 42156
Underground vi I �n
DESIGN RECOMMENDED �-
�t °� ' T.M. Associatedi r C
07, ' 616,41A� R 419117 0,1Z-c ,� d,11A �,4,I'1 e,F® �W20 ���' °4696 �1 3311 E. SHELBY STREET ONTARIO, CALIFORNIA 91764
°�� TEMPORARY BENCHMARK — CITY OF ��. �
a O�II� TOLL FREE RANCHO CUCAMONGA 04IC-' 2/ Ze C6i � � `� 'r .�613=9 DRAWN voice: (909) 980.1982 Fax: (909) 941-0891 SHEET
"(( " 1" IRON PIPE IN AC PAVEMENT AT THE ' —
t14 CENTERLINE INTERSECTION OF FOOTHILL ® OF
Mir _a
® BOULEVARD AND ROCHESTER AVENUE " J CHECKED DRAWING Na. 0-
2600 ELEVATION: 1207.36 (ft) RCE No.: 64696 07
TWO WORKING DAYS BEFORE YOU DIG J•D•M• DATE: A T 2007 FILE No.: 05-141 �
File: 1_72_07075705102-A'05102-A DWG SHEET PHASE_2 14-access sig.dwg Apr 24, 2008 - 9:55anVeffm PROJECT SHEET # OF