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TRAF�A L G L - --_____104' 8"-- SOLID--Vo
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10 WHITE STRIP£ � •' SIGN/NC AND STRIPING NO TES:
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n ,Y3 - --_ _------1 � z ,nn z ,nn � ,nn ts ,n
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1 i— --- {-- 11 1 1 1 r 1 t ;nn T----- 18+00- U /1154.81 T T 1 1 —
' YELLOW STRIPE
-- 17 l ---INSTALL 4" SOLID YELLOW STRIPE. 829 L.F.
WHIT£ST l l
100' 18 5 �� 4
4 12
INSTALL ASH£D YELLOW STRIPE PER CALTRANS DET 1. 96 L F
O--INSTALL 8- SOLID WHITE STRIPE PER DETAIL 38. 100 L.F.
__--
_ --_ " �_ - - - - - -- -- - n- - I�--INSTALL 6" SOLID WHITE BIKE LANE LINE PER DETAIL 39. 690 L.F.
10 11 � - --
+`' M INSTALL 6 SOLID WHITE � EXIST. 4" SOLID WHITE �_
I 5 N LANE LINE (BIKE LANE) + EDGE LINE 5 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER 0£TA/L 21. 250 L.F.
- - - - 7 6 INSTALL 12" SOLID WHITE LIMIT LINE/CROSSWALK. 60 L.F.
� 7
ARROW
� Q R O �/�/ ROUTE
/ /T � O7 ----INSTALL R-26(S) 'NO STOPPING ANYTIME" ON STREET LIGHT POST. 12 EA.
i 41 �'Ii-OV EX-i- RNG7"7n7'fl'CI�TGTrY"'A D�/A 6
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CENTER AVENUE 9O---INSTALL SIGN AS SHOWN. 1 EA.
SEE BELOW C ORONA DO 1@--INSTALL STREET NAME SIGN. 2 E4.
, J 11 APPLY PAVEMENT MARKING AS NOTED ON PLAN. 5 FA
1 1
f / - --- --- y_ I
_. �- - -- -----_ -L�---- _- _�_- --- --- -- - ---- _.�_ �� z' --------- --- -------- - � 1@---PROTECT IN PLACE. 7 E4
iWA
�._ -----. --___.-- Vv.AI_L b f 1�---REMOVE AND SALVAGE EXISTING TRAFFIC SIGN. 4 E4
D-RELOCATE PER PLAN. 2 EA
�-- � INSTALL 4" SOLID S ---- -- --- - - -- --- _ _ _. - - -- - --� -� - --- --- - - - - -- - _-__�i 1,M
_.___ _--- -------- ------- -------— ---- -- -- - _-- __ _ _ __ _ SCALE- 1 = 40
15 l0 WHITE EDGE LINE PER CITY OF R.C. STD. 30 L.F.
2 ° 1 1 5 1@-INSTALL TWO-WAY LEFT TURN LANE WITH RAISED PAVEMENT
18+00 19+00 � �00 �`11+00 22+00 231<00 24+ I MARKERS PER DETAIL 32. 1, 108 L.F.
4" Q,4SHE0 YELLOW STRI - S / YELLOW STRIPE I 4' SOLID YELLOW STRIP£ 1 1 4 S I LID DOUBLE ? I o` ' 1�--INSTALL 4" DASHED WHITE LANE WITH RAISED PAVEMENT MARKERS
----- -- --- �--- ------ --- - -- ------------ -- - ----- -- ---._r/1-- - ---- ' - - -- --- ----- ��-YELLOW STRIP£ ( z j' !,�%
__ --- -__-- PER Al OE L 9 605 L.F
j - --- -- ---- ---- - - -- — ---- . - -- -- -- -- - -- __ _. - — - ---- \ --- - - - - ��_ _-- ! ; ! 1�--INSTALL 4" SOLID WHITE STR/PE. 100 L.F.
_
-
+ N 1 � , ; ® ,� -SIGNING AND STRIP/NC GENERAL NOTES.
.� CENTER A VENUE' � � �
_ 1 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO
I3 I ; ( I ` THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA AND THE
rr STANDARD SPECIFICATIONS OF THE STATE OF C4L/FORNIA DATED JULY 2002 .
ARROW ROUTE 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD
SANTA CRU2' SEE ABovE PLANS.
DRIVE 3. PAVEMENT MARKING SHALL MATCH THE CITY OF RANCHO CUCAMONGA STANDARD STENCILS.
�,. _ > \\X
I ( __ _ i l - \- --- ----�` \ \, 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND
� - �_.----------- .-- SHALL BE APPLIED PER SECTION 84 OF THE CALTRANS T
S S ANDAROS ALL STRIPING SHALL INCLUDE
_ - RAISED PAVEMENT MARKERS PER SECTION 85.
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--fl--.,,� -a-__ rr___�-_r._ _ P,- r� 3E -3f ' �- �,---,a---r >'r --� a,-- � I i ��� �--ter-_;F- fir- �---v -s,�-- _3E--_)f-�-v- - -v- v. -� � +s .d ,,, �,_�_ a ;�
�) ,, 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN
/i �' SCALE.• 1 = 40 SPECIFICATION SHEETS SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
\ E / T. Ri I � I
r T R 0 2 2 i - - - W s EcIne ION SHEET C00£S. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED
--
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, 6. ALL SIGNS SHALL 8E MOUNTED ON A GALVANIZED STEEL POST UNLESS OTHERWISE NOT PER
CITY STD. DETAIL 139.
E
1 0 15+00 16+00 17+00 {. Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES TRAFFIC SIGNS
9+00 10 00 8 11 f00 12+00 13+00 �� �% ' 2 .
-�-- - �-- - ; _ V 100 -,-. T -r--_.-- {- _{ - I00 - — - I00 _. -_T___- ^ OR OTHER TRAFFIC CONTROL AT ALL T/M£S
1 1 1 1 1 1 1 1 1 1 rn 1
4 SOLID YELLOW TRIP 4 LO S E LID YEL OW TRIP 4 /
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DASHED Y OW STRIPE L STRIPE SOLD YELLOW STRIPE �4-DASHED LOW STRIPE " "
--- �� -- - 1-- - - ----- _ F'' 8 CONTROL POINTS OR CAT-TRACKING HA
_-- S LL 8E APPROVED BY THE ENGINEER TWO (2) WORKING
AQ DAYS PRIOR TO STRIPING APPLICATION.
i �__°_ °� 9• CONTROL POINTS OR "CAT-TRACKING" SHALL BE APPROVED BY THE ENGINEER TWO 2 WORKING
Aj 0
DAYS PRIOR T 0 0 STRIPINGAPP UCAT70N
T- 10. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED /N TWO SEPARATE COATS
A FINAL COAT is TO 8E APPLIED BETWEEN SEVEN (7) AND (14) DAYS AFTER THE FIRST COAT.
•C CENTER A VENUE � •�
- --------------- ---i - _. r i 2 7
26th STREET
SEE BELOW
CENTER AVENUE
SEE A8OVE
-- —-- 14
1 ^ 7 14 1
0 _ _ 7 7 3
N I by a +
/ NCIT
� N
j - ---- - -- - — - - - ---- ?- - - - -
00 I 20 00 11rz Q
WV 100' 21+o0 �1 � ,2 +o0 2 23+00 24+0( 25+00 1 ,26+00 27+00 100, 1A DESCRIPTION O f REVISION DATE APPROVED
, �3 SOLID YELLOW TRI E �! I - + '4�SOL/D YELLOWTSTR/PE~� I " SOLID YELLOW STRIP£
J 4" DASHED YELLOW STRIPE 11
- CITY of RANCHO C A M ONGA
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I �°� TRA
CONC i CON' i --- y!� 1 � � CT NO. 17382
I loP -- - -- —i �.oNc ; I - �._ ' -- \ -- --- 1 �l ---- --- .- 1 I I ' SIGNING AND STRIPING PLAN a
, i �
1 .-----
�GN �_ �� ' =J= - -, - - - i r- ; A RR® W ROUTE, CENTER AVENUE
2 6 th STREET MA R/NE A VENUE AND 26 TH ST
REET
REET �
APPROVED BY: DATE: �
Underground Service Alert ' PE CITY ENGINEER RCE: 2 953
CALL ���yy DESIGN REC DED r.
TOLL FREE 3 No. 36831 c A a/
Exp: Oa-3Q-08
DOLE 1455 AUTO CENTER DRIVE cp
ONTARIO,CA 91761
—' 0 � � DRAWN � sulrEzoo N
SHEET ...
��' \P 909.937.9151
227--2600 qTF FCAL � DM En in r U ides toI Lit www.madoleine.coln OF
TWO WORKING DAYS BEFORE YOU DIG CHECKED RCE No 36637
DRAWING N0.
SC DAT j FILE Now `S
INSTALL BOLTED _TYPE POLE
PLATE - ATTACH TOP OF
SV-2-T TO POLE PLATE
IF X - 10' USE THESE DIMENSIONS
*� IF X - 11' USE THE DIMENSION WITH O GENERAL NOTES
OTHER X DIMENSIONS
1. Traffic signal and highwa safety lighting systems per CALTRANS Standard Plans and
I CROSSWALK E.C.R g
DOUBLE YELLOW STRIPE STRIPE Standard Specifications dated July 1992, as shown on the plans and in the Special
I Provisions.
OR MEDIAN CURB FACE OR
I I LIMIT LINE
Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, California
3 '* 0 2 MUTCD, Maintenance Manual, and Standard Specifications. Conform pavement legends
FIVE SECTION 3'** to city stencils. Reflectorize all signs, stripes and legends.
SIGNAL HEAD _49
THREE SECTION G _,>Bu 3, Pavement markers and painting procedures for striping per Standard Specifications for
I I SIGNAL HEAD REFER TO PLAN FOR REMAINING LOOPS I 5'* t:�:
—� Public Works Construction, latest edition.
X* 4. Locate all substructures riot to construction. Nand di foundations until clear of
{ LEFT TURN LANE I +v 0 obstructions. Coordinate pole installations with overhea utility or substructrure owners.
�•N Phone Underground Service Alert and concerned utility companies 48 hours prior to
--- - - 3►* construction. Location of utilities and substructures have been shown from a search of
I available records. The Contractor shall conduct his operation in such a manner as to
- -• —e" WHITE TURNING LANE LINE 0: protect not onlythe utilities and substructures shown, but other utilities or substructures
X-6' m that are not shown on these plans.
TERMINAL COMPARTMENT i 2
5, Obtain approval for exact equipment,•crosswalk and limit line locations prior to final
POLE LOCATION COD placement. Perform preliminary striping layout prior to loop detector layout.
I6. Vehicle indications shall be 12», ullboxes No. 5 and conduit 2" rigid metal except as
FIVE SECTION SIGNAL HEAD 10 6' shown or called out in the Special Provisions.
X INSIDE THROUGH LANE I EXACT LOCATION BY ENGINEER IN THE FIELD)
7. Electrical services shall be 120volt 240volt. Provide circuit breakers for sign is (one 50
amp metered), illuminated signs one 15 am metered), and safety li hting (one 30 amp
MOUNTING DETAIL ) ( qq
i per 1200 watts or portion thereof unmeteredg. Coordinate service details and scheduling
! � well in advance of need.
X-6 e
INSIDE THROUGH LANE I 2 8. The CONDYCTOR SCHEDULE is furnished as an installation guideline only. It shall be the
- -- •--4» LANE LINE OR 8" TURNINO LANE LINE Contractors responsibility to provide the correct conductors required for the intended
operation.
NOTE: NOTEt 3
ALL SECTIONS 12" ALL SECTIONS 120 I
NOTES
ALL SECTIONS 11 10 6
NOTES OUTSIDE THROUGH LANE
Y ALL SECTIONS 120 I T 3"
I » Sr
i 16,% 8"U C—61� , » 2
4"-7
G Y C 4,�
Y Y 6 e ' ' �- UTILITY COMPANY TEL. NO.
A,V (9 �w Y _
G G �• , ELECTRICITY — SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269
A a
GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600
PHONE - VERIZON CORPORATION (909) 608-1230
A LOOP DETECTOR PLACEMENT - sec (800) 227-2600
�s �� �s » �� MAS WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541
�s
DETAIL A DETAIL B DETAIL �2, 04, �a or �8SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541
R,Y,G I.I.S.N.S. LEGEND DETAIL
YA,GA= 01, sD3, 05 or 07 REFER TO PLAN FOR DISTANCE UNDERGROUND SERVICE ALERT (800} 227-2600
TO ADVANCE DETECTORS
SIGNAL DISPLAYS
SINGLE INPUT REMOVABIEF
EMERGENCY VEHICLE STEEL C
-off Ada
PREEMPTION DETECTOR ARM L8'LENEN
GTH O
6 24»
0» /
SI N TAB* 48» �� oe
INDEX OF SHEETS
DETAIL + —
1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS
0 PELCO AB-0121-29-NPT--ALP
W/5E-0577-GLV RTE AVM 2 OF 2 ��vr I Route and C SIGNAL PLAN
ter Avenue
0 Arrow COUPLING FOR
10300 IN WIRING
CNJIIJPPLIE
ONECTORS
MAST ARM BY OTHERS)
I � r
L 8OR» 4 8»
8 -0
NOTE: LB CONDULET, STO CABLE GING MUMER
HARDWARE & SIGN BY Oil ER
� KENYON AV[ N gltv.._ O
ARM TUBE SIZE GENERAL NOTES t r , , SILVt7t�RR1r STREET
LENGTH END O.D. x BASE O.D. x THK. MATERIAIL o I s minimum �e offer o ncat�on �'�P�J f MCMMM P w+�
ARM 8'—O" 2 3/8» x 3 1/a' x 11 GA. a - p - y ]] ]],,..��MAST e e VOU' 2v)�® ��IVA
do FLANGES
MOUNTING CLAMP FO w4 BOLTS PIPE ASTM - I -- e e RW
NOTE: SPECIAL PROVISIONS FOR
STM A-307) Groundus withbass metalvco Q
ri LONGITUDINAL AN wj'Idcatpon II conform to AWS 01.1 weld T H 1 S W0 R K ARE ON FILE IN
EVP OPTICAL DETECTORSIGNAL DIAMETER LEWELDS -, AU j THE OFFICE OF THE CITY
WN
24' ABOVEFINISH ENGINEER.
FINISHED GRADESTRUCTURE o �p galvanized per
o dip galvanized per ova FILE: TRACT NO. 17382
)ES)GN CRITERIA TM 66 FOOTMPIL
01
EXIST. C & G 1» n cordonedac witha peci Ica ion or c ura
I R CLAMP HARDWARE Supports of wig woy Signs Luminares and
Traffic Signals. AASHTO 1494 ARRow Rou>E `
EXIST. C & G
WELDINGn accor nce with a "Specification for Stn c ura WAM+ � CITY
20 DLk Sup s of Highwo Signs Luminares and N0. DESCRIPTION OF REVISION DATE
"R» CAB. "R» 3 110
» DEBURRED Traffic Signals. AASHTO 1�94T �p��0
» CAa. 4" SIGNAL POLE � IN CITY OF RANCHO CUCAMONGA
PAD 4 �4
Z . a 7» DIA. HOLE IN
% P SUPPLIED
° ° VARIES, a WITH A TYPE "F» CLARM _ _ TRAFFIC SIGNAL
Cs�1 v; 3 16UNC BLUNT ELECTRICAL DETAILS
10"
_ + POINT TAPPING pp 3»
PLAN SECTION TOR E FEILDT HOLE AS REO'D. (HOLD) 4
DRILLED) _ ARROW ROUTE AND
ar
W GROMMETS 3» RAD. �' -"� �"' CENTER AVENUE o
NOTCH OR DRILL / �' I�
FOR DRAINAGE W POLE
9' DIA. r-
!! !! (FIELD DRILLED) QRQfESS/ APPROVED BY: DATE: I
TYPE R CABINET FOUNDATION AND CLAMP DETAIL. DRILL SIGN TAB DETAIL TRAFFIC SIGNAL LOCATION
�, S. F�s�, F CITY ENGINEER R.C.E. 24953
ti
-' RECOM o ZDESIGN LAWRENCE 9, EISENHARTPAD DETAIL MAP No. 13493 L.S.E. CONSULTINO NNCINNNA j�
HORIZONTAL I.I.S.N.S. MAST ARM * Exp. 3-31-09 DRAWN rear Locust Court SHE
OT TO SCALE s �. L.S.E. San Bernardino, California 2404 of 2 0
r9 C I V 1x. Tel: (909) 864-5406 Fax: (904 884-5047
CAI. CHECKED DRAWING NO.
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