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CITY OF RANCHO CUCAMONGA-N JACK JnDQE
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24 $ GRAPHIC SCALE
Q W INSTALL ' - �• - 20 '° STRIPING AND SIGNING PLAN
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s _ _ � _ _ _ .� _ _ � _ _ -- - _ IN FEET JACKBENNYDRNE
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� �NCFIIIAARK: ELEV.= 1119.693 DIG ALERT _._•._ -
_ DRC 2003-00732
W SET BRASS DISK IN TOP OF EAST END OF SOUTH Cow. - — — — — — — — — — — — ,. — .' — _ Z i -
END WALL OF TW#4 2' ARM CULVERTS, 8.5' SOUTH OF � STRIPING CONSTRUCTION NOTES: '�p� �' DATE:
SOUTHRAIL, S 1/2 POLES WEST OF MILE POST 95, 7 P N c s CITY ENGINEER RCE N0. 24953
POLES WEST OF ROCHESTER AVE., 54 NORTH OFCA DIAL TOLL FREE PAINT So SOLID WHITE UNE PER CITY OF RANCHO CUCAMONGA STD. No. 133 ��� DESIGNED BY: RECOMMENDED:
PVMT. OF GTH ST., 2.4' BELOW TRACKS. ACK BENNY DRIVE s �' 10390 Commerce call*k., 9tt. w
1-800-227-2000 '� i I � INSTALL TYPE N (R) ARROW PER CALTRANS STD. DWG. A24A ti C arts � RC �' ltmcbo /—
f Exp. t 2/3 t/OS 7p Ct�!<1 Rit 91730 J 1V
BASIS OF �: AT LEAST TWIG DAYS INSTALL TYPE N (L) ARROW PER CALTRANS STD. DWG. A24A DRAWN BY: 4 Pbwe (9011 50}-9170 SHEET
` INSTALL TWO—WAY LEFT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. NO. 133
THE BEARINGS SHOWN HEREON ARE BASED ON THE IEFORE YOU DIG
F, v PAINT 12" SOLID WHITE UNE (CROSSWALK) CG 5 OF 6
CENTERLINE OF ROCHESTER AVENUE SHOWN AS PAINT 4' DOUBLE SOLID YELLOW UNE PER CITY OF RANCHO CUCAMONGA STD. N0. 133 s''TE CHECKED BY: DRAWING N0.
S00'O8'57"W ON PARCEL MAP NO. 13845, UNDERGROUND SERVICE ALERT °F 00101 bb 111111111111116". 590.01.0t
PMB 180/97-107 OF SOUTHERN CALIFORNIA NJ tee tetlrn'a7 19, 2004
PROJECT SHEET NO. OF
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CURB & GUTTER
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DESCRIPTION OF REVISION DATE CITY
ROCHESTER AVENUE APPROVED
CITY OF RANCHO CUCAMONGA
lz
STRIPING CONSTRUCTION NOTES: STRPM AND SIGNING PLAN
PAINT 8" SOLID WHITE LINE PER CITY OF RANCHO CUCAMONGA SM. NO. 133 FOR
INSTALL TYPE IV (R) ARROW PER CALTRARS STD. DWG. A24A ROCHESTER AVENUE
INSTALL TYPE IV (L) ARROW PER CALTRANS STD. DWG. A24A
BENCHMAW: ELEV.- 1119.693 PAINT 12- SOLID WHITE LINE (CROSSWALK) DRC 2003-00732
SET MASS DISK N TOP OF EAST END OF SOUTH CONC. DIG ALERT REMOVE EXISTING STRIPlNG Approved By DATE:
80 WALL OF TWIN r ARM CULVERTS, &5' SOUTH OF EXISIING STRIPE TO REMAIN CITY ENGINEER RCE N6.' i495.3
SMITHRAIL, 5 1/2 WEST OF WLE POST 95, 7 PAINT 4" DASHED WHITE LINE PER CITY OF RANCHO CUCAMONGA STD. NO. 133 DESIGNED BY: YZ RECOMMENDED:
POLES WEST OF ROCHESTER AVE., 54 NORTH OFCA DIAL TOLL FREE D:
PVMT, OF 8TH ST., 2.4- BELOW TRACKS. PAINT 4" SOLID WHITE LINE PER ary RANCHO CUCAMONGA SM. NO. 133 103" cesm"m COB* k., 3k m
1-800-227-2600 C RC cawmida "m dA&
PAINT 4m DOUBLE SOLID YELLOW LINE PER Crry RANCHO CUCAMONGA STD. NO. 133
MW OF BEARING: Exp. 12/31/05 DRAWN BY: Pbme (W) 581-M SHEET
AT LEAST TM DAYS
THE BEARINGS SHOWN HEREON ARE BASED ON THE WFORE YOU MG FAX (m) 581-M
6 OF 6
CG
CENTERLINE OF ROCHESTERAVENUE SHOWN AS —
of- C CHECKED BY: C" bet"m - lmd 9w"' DRAWING NO.
SW08*57V ON PARCEL MAP NO. 13845, WMRONOUND SERVICE ALERT m ww". W.01.01
PMB 190/97-107 batr FebmW7 It WN
dpi OF SOUTHERN CALIFORNIA NJ 1,997-5%
PROJECT SHEET NO. OF
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4
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FEND SS
1
OF DOUBLE YELLOW LINE
OR MEDIAN CURB FACE
CASE 1
N L NOT GENERAL NOTES
„R„ CAB. LEFT TURN LANE
SECTION
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�- 30 1 10 0 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDA ANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE
0 = AND STANDARD SPE,QffJQAJL0_.Na DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
„ „ a THESPECIAL NOMI ION .
R CAB. SI
p `� C "WH(TE TURNING LANE LINE 7• VEHICLE INDICATIONS SHALL 12", PULL OX S o. AND CONDUIT 2" RIGID METAL EXCEPT
SIDEWALK ° �- �' w . TRAFFIC SIGNS, STRIPES, MARKINGS AN LEGENDS PER CAL ANS TRAFFIC SIGN SPECT— AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS, NEW OR EXISTING, SHALL BE LED.
z I O S. T AFIC MANUAL. MAINTENANCE MANUAL AND ST NDA SPECIFICATIONS CONFORM
PLAN SECTION THRU LANE _J PAVEMENT LEGEND TO CI STENCILS. EFL CTORI ALL SIGNS, STRIPES AND LEGENDS. . ELECTRICAL SERVICES SHALL 120/240 VOLT. PROVIDECIRCUIT K FOR SIGNAL
J AS SHOWN IN 120/240V SERVICE WIRING DIAGRAM ON PROPOSED FACILITIES LAYOUT,
1 }� . MARKERS AND PAINTING PROCEDURES FOR STRIPING PERS S S U IC P CITY STANDARD PLAN 407 MINUS XTIO PINTI OODINATE SERVICE DETAILS AND
0- WORKSCONSTRUCTION, 2003 EDITION. SCHEDULING WELL IN ADVANCE OF NEED.
2'
. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTORSCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL
4” LANE LINE r-, CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION.
COMPANIES, HOU PRIG TO CONSTRUCTI �
ON LOCATION OF UTILITIESSUB—
CASE U
`� p•° • w CASE 2 "R" N THRU LANE cv STRUCTURES HAVE SHOWN FROM A SEARCH OF AVAILABLE CODS. CONTRACTOR
. CAB �, U ILI I O
SECTION HALL CONDUCT HIS OPERATION IN SUCH10
A MANNER A TOP OTT NOT LY TH
UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON COMPANY......... 909 930-8540
FF q1 * NOT SHOWN ON T PLANS. SOUTHERN CALIFORNIA GAS COMPANY.............. 800 227-2600
"R" CAB. SIDEWALK 1'. 'p. IZON
AIN OVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIORCONTACT S HOCK)..........................
i
SIDEWALK -AL N TO FINAL LC EFOR LIINARY IPING LAYOUT PRIG T LOO T CTOR CUCAONGA COUNTY WATER DISTRICT
C 4 LANE LINE OR �, _ LAYOUT. (WATER AND SEWER)................................. 909 7--2 91
PLAN TION TURNING LANE LINE 3;: UNDERGROUND SERVICEALERT.......................... 00 7-2600
THRU OR RIGHT 10I- Of
TURN LANE
CURB
EXIST. C & G 5' w
—2' TOP OF CURB FACE 1 a <
CASE 3
"R" CAB. CAB
SECTION
SIDEWALK
VARIES •° • Q7
I SINGLE INPUT, SIGNLE OUTPUT
".. .C, . EMERGENCY VEHICLE
PREEMPTION DETECTOR
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PLAN SECTION LOOP DETECTOR PLACEMENT
REFER TO PLAN FOR DISTANCE O
TO ADVANCE DETECTORS 1.5" TO .75" ASTRO Mini—Brae AB-0I55—L OR
REDUCER AB-0132-L MOUNT OR
T%"r I T TI "A» ®"A" APPROVED EQUAL
DETAILPAD O 0 SIGNAL POLE
fi MAST ARM
(ONE WAY / ONE OUTPUT)
ci
LOCATIONPOLE
(EXACT LOCATION BY ENGINEER IN THE FIELD)
REMOVABLE GAP
10
318=,
-.0-12" 24" 48" 24" BACK" CLAMP
SPECIFY POLE DIA. WITH 4 BOLTS 1,5" DIA DEBURRED 7116" DIA HOLE IN CLAMP SUPPLIED
AT 24' ABOVE BASE (ASTM A-307} HOLE IN CLAMP WITH A TYPE "F" 318"-16UNC BLUNT
POINT SELF—TAPPING SCREW
THIRD TAB FOR 6' 11SAIS (PILOT HOLE TO BE FIELD DRILLED)
k I A MNOTCH OR DRILL
STrREET INA E114" PL FOR DRAINAGE I" DIA HOLE WITH GROMMET
(TYPICAL FOR 11slvs)
N C CLAMP IN POLE (FIELD DRILLED) VICINITY MAP
TOP VIEW ELEVATION DETAIL
.129E 8' -+-- UL APPROVED
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SEE I.I.S N.S. LEGEND DETAILS ELECTRICAL BOX
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Title Detail
CL¢ 210
VI TACE DRIVE
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19TH ST VICTORIA PARK LN
BASE LINE ROAD -'
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NO. REVISION APPR. I DATE
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PREP RED UNDER THE SUPERVISION O :
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ENo. 051k2_ (EXP. 12-31-06)
Underground ServiceAlert I. . . . DETAIL PO Y � DATE
CITY ENGINEER R.C.E. NO. 24--e`5
3
OR Of SouthernCalifornia Esse a
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DESIGN RECO MENDED
SII: TOLL FREE
,e IN
11-0 HARTZOG
No. 0052822 �
ILL,DRA
NOTE- SHEETTSPECIAL PROVISIONSExp12-31-06 7 .ims OF1 -800-227-2600Consulting Traffic EngineersTHIS WORK ARE ON IL crvt\-
CHE ED 275 Centennial Way,Suite 208 DRAWING NO.
TWO
Tustin,
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WORKING AY FO YOU I 6128105HCI CAD FILE:ROCHESTER-JACKEENWMOD.dwg OFFICE OF GA ` To .�� 714.73194S5fax:??14,73 .9498
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CONDUCTOR CONDUIT SCHEDULE DETECTORSCHEDULE DETECTOR H DUL cant. JA CK BENN Y P O L H EDU L
AWG CIRCUITSENSOR DETECTOR CONTROLLER LOOPS PER SENSOR DETECTOR CONTROLLER LOOPS PER L STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.I. .N. . PLACEMENT
1 2 3 4 5 6 7 8 No. CHANNEL INPUT. CHANNEL No. CHANNEL INPUT CHANNEL TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED, MESSAGE A D
12 GOND. POLE o4, o7, NP, o2PPB - - - - 1 1 1 1 1 1 1 1 (E) 1 1 1-E-01 1 1 (E) 11 1 J-E-01 17 1 1 E 26-4-80 J0' N 4Q' E 15' E 200 W A B 2 N (N)MAS, (R)MAS, ESV-1-UM ESP-1-CS N Jack Bene rr800 9' 3'
CABLE POLE � 01, �6, O6P, 04PPB - - _ _ _ _ 1 1 1 1 2 1-W- 2 2 4 2 - 18 - 2 E 15 J0' - E 12' E 200 W N B A B 2 4 N E N SV-2-TB N SP-1-CS - 17' J'
_ _ _ _ _ _ _ _ r r r A r r
POLE OJ, 04, 04P, 06PPB 1 1 (E) 2 1 1-S-0J J 1 (N)12 1 19 3 R 26-4-80 J0 N 45 N 15 R 200 W ALB 4 E N MAS, N MAS, N SV 1-T RSP-1-CS R Rochester 8,�oo 7.5 6
POLE (D OJ, 08, 08P, 06PPB - - - 1 1 - - - 1 1 2 1-N-04 4 2 2 J-N-04 20 2 i 4 E 15 J0' - (E)15' E 200 W (A)B 6 S E SV-2-UM ESP-1-CS - 6' J'
DR
POLE 02, 05, 02P, 08PPB - 1 1 1 1 1 1 _ _ _ 1 1 E 3 1 1-W--05 5 4 N 13 1 - 21 - t 5 N 26-4-80 JO' N 40' N 15' N 200 W N B 6 S N MAS, R MAS, N SV-1-T N SP-1-CS N Jack Benn t,s�, 2' 3r
3 GOND POLE @ 07, 08, 08P, 02PPB 1 1 1 1 1/1 1/1 _ _ _ 1 1 2 1-E-06 6 1 2 J-E-06 22 2 6 N 15 J0' - N 15' N 200 W N B N B 6 8 S W N SV-2-TB NSP-1-CS - 6' 3'
CABLE TOTAL 1 1 2 2 2 2 3 3 1 1 1 1 2 2 6 6 E 1 1-N- T 7 1 1 - 23 - 7 R 19-J-80 JO' •N J0' N 15' N 200 W A B 8 W N MAS N MAS N SV 1-T NSP-1-CS R Rochester aero 14' J'
12 COND, POLE 01, �2, 02P, 04PPB, 02BPE - _ _ - _ 1/1 1/1 1L1 () 4 2 1-S-08 8 2 14 2 - 24 - 8 N 15 J0' - N 15' N 200 W N B 2 N N SV-2-TB NSP-1-CS - 6' J'
TCO-ND. POLE Q 05, 06, 06P, 08PPB, 06BPB - - 1/1 1/1 - - - 1/11 E 1 2-E-01 9 3 N 1 4-E-01 25 1 i (E) = EXISTING
CABLE TOTAL - - 1/1 1/1 - �Ll 1/1 2 2 ( 5 2 2-W--02 10 4 ( �15 2 - 26 - i (R) = REUSE
12 L L S N.S - 2 2 2 2 2 2 - E 6 1 2-S-OJ 11 3 16 1 02 BPB 27 - ,�, (N) = NEW
10 LUMINAIRE 2 2 2 2 2 2 2 - (� 2 2-N-04 12 4 == 2 06 BPB 28 - �-
(A) = INSTALL.NEW ADA APPROVED BUTTON ASSEMBL Y IN EXIST TNG HOUSING,
1 - - 4 4 - - - 4 (E) 7 1 - 11 - 17 1 - 29 - = VERIFY BOLT CIRCLE PRIOR TO ORDERING.
2 - - - - - 2 2 2 2 2-E-�6 14 2 2 - JO - 16' 11' 12' 8' 11 16' - PUSH BUTTON SIGN FOR BICYCLE LANES, PER STD. PLAN ES-5C (SEE DETECTOR SCHEDULE)
01 2 2 2 2 - - - 2 (E) 8 1 2-N-07 15 J (N)18 1 1-S-SYS 11 2 t
TYPE 04 _ _ _ _ _ _ _ 2 2-S-08 16 4 2 1-E-SYS J2 1 t
C 05 _ _ - 1 1 ? (E) 1 EVP 01 & 06 EVP J - 19 I - - Leo
DLC 06 - 3 3 _ _ _ J 2 EVP 02 & 05 EVP 4 - 2 _ _ _
7 _ _ _ _ _ _ _ 2 (E)l0 1 EVP OJ & 08 EVP 5 - 2O 1 _ - - I I �-
8 3 3 3 3 - - - 3 2 EVP 04 & 7 EVP6 _ 2
SYSTEM SOUTH - - - - 1 1 1 1 (E) = EXISTING - DETECTOR INPUTS 27 AND 28 TO BE BICYCLE INPUTS
SYSTEM EAST - - 1 1 _ _ _ 1 N = NEW DISABLE DETECTOR SLOT FOR LOOP SENSORS
TOTAL 5 5 13 1J 1 4 4 22 -'
SCALE 1 x
6 PAIR 22 SIC - - - - E 1 E 1 E 1 E 2 _ _.. ti
20 EVP CABLE - I 1 2 1 1 2 4 _ r `, `w
CONDUIT SIZE 2,51) 3 rr 4' 4$1 (E)2))j(1)25'v E J" EX. PREFORMED LOOPS i ! - - i
CB la 2
PERCENT FILL 197' 21,E 21% 257 287 J5� 30� 28q EX. 2" C. 2-#10 & 2-#12
ALL CONDUCTORS AND CONDUITS ARE NEW UNLESS OTHERWISE INDICATED. EX. 2" C., 3-DLC t � � � R POLE TO I INSTALL 4-#10 & 2-#12
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UI A REQUIREDT OV/ W PHASING SHOWN. I
EXISTING IFI Y I11— SERVICE. INSTALL ADDITIONAL 30A LIGHTING K TAN PLAN 07.
5' 15' 10' � 10' 11' � 11' 5'
PHASE 1 PHASE 2 PHASE PHASE 4
3
INSTALL V L 711 OPTICAL T TO THE TAIL T. N
INSTALL '� — 1 TAT STANDARD PLAN — T, TAIL U.
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VI ION PPR. AT
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5
INSTALL "X "' SIGN P TATESTANDARD PLAN ES-6T# DETAIL U. t � � i — — No.I w t
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V N SALVAGE EXISTING VEHICLE INDICATIONS ,Y, AN INSTALL N W L.E.D. PHASE 5 PHASE 6 PHASE 7 PHASE 8ll� An N `wk m A
UL A,Y , A) WITH ARROWS.
I
7 V N ALV IAN A ICA AN ) SIGNS.
I WN F
TKAFfi U A&I"m a m mm 'm`D1F1'm& 'a "mm `LAIN
5 UNAL My'
N AN INSTALL N N STRAIGHT ARM MOUNTING,,REMOVE EXISTING I.I. TH 1.1.
STRAIGHT A M MOUNTING TAIL, SHEET 1. 5' 11' 12' 11' ' raC) Ank Aft m m�AOL�mm AIL V�ML M
1.5 C., 2-DLC c.� KU%;MF=b I CH A r=14UL a
9 MOV AND SALVAGE EXISTING No, PULL OX AND INSTALL NEW No. E PULL OX' IN PLACE. � � � REP RED U UP VISION OF:
CD
1 MO AND U EXISTING M VP (PHA A SHOWN) COMPLETE. N jAwailk ISF=NN T DRIVC
. No. 05 822 EXP. 12--31— fi) APPROVED EY ° � � DATE ` -
11
INSTALL " TY *PLB"" FITTING INTO SIDE OF CONTROLLER CABINET DIRECTED Y THE ENGINEER. - --
CITY ENGINEER R.G. NO.
RL
RELOCATE EXISTING SIGN POST A SHOWN. t � t p,�°��SS/0
t I t 40 ��. `� s��� DESIGN C MMENDED
REMOVEN UEQUIPMENT. I �w �� °�' �, ��� � ' HARTZOG
PROVISIONS
No. C052822 m DRAWN SHEET
RS
REMOVE AND SALVAGE EQUIPMENT. NOTE-. SFOR � Exp 12-31-06 � D.��m� 2 2
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� Consulting TrafFic EngineersOFTHISWORK ARE ON FILE IN THE s�� C 1 v k\1 �- CHEC ED 275 Centennial way,suite las DRAWING NC},
�� QF �AL�� T.G.W. Tustin,California 9278a
OFFICE OF THE CITY 714.731.9455 fax:714.731.9498
6128105 HCI CAD FILE:ROCHESTER-JACK ENNY MOD.dwg www.hartzog-crabill.com