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HAVEN AVENUE-
PLAN
SCALE: 1 "=30'
_
Q T ..._.__�.- __.� .___._ ___.- iY ____. _.,.. -� _.__._ _,.�. ..._.._._ ,� ,.,.____ _,_.__ N__-_ _-.- ....� __.__ __...__ _'-'- `N -'___ --_ __ ,__ ._..__. __._..- A _ -- sy _._.._ .__i � ,y --___ ____ __ yy '�•.
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'fEXIST LANE LINE
252' '�
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ROP. r `
_ 1 i 1
HAVEN AVENUE-
PLAN
SCALE: 1 =30
NOTES GRAPHIC SCALE
CONS"TRUCTION GENERAL NOTES
30 1S 30 BO
1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL
CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD
O INSTALL 4' SOLID DOUBLE YELLOW LANE LINE (RPMS) PER CITY OF PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY MANAGER. ( W FEET )
RANCHO CUCAMONGA STD. NO. 133 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS 1 inch = 30 ft.
SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING
N ® INSTALL 8' SOLID WHITE LANE (RPMS) LINE PER CITY OF PROVISIONS.
RANCHO CUCAMONGA STD. NO. 133 A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (SAE.) UNLESS OTHERWISE
NOTED.
ca B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING
Q PAINT TYPE IV (RT) ARROW THERMOPLASTIC PAVEMENT MARKING C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION
OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
0 REMOVE EXISTING CONFUCTING STRIPING, MARKING OR SIGN D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO
INSTALLATION OF STRIPING AND MARKINGS.
E. ALL CONTROL. POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER
g PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
Ca F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED
LOW VOC TYPE, 15 MILL THICK (WET). INSTALLATION SHALL IN TWO COATS WITH THE SECOND A MINIMUM
OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. DESCRIPTION OF REVISION DATE CITY
G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 APPROVED
MIL THICK (DRY), UNLESS OTHERWISE NOTED. CITY OF RANCHO CUCAMONGA
H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE
STRIPPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER.
►- !. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND DRC 2003-00869
TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS.
J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE SIGNING AND STRIPING
STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER.
3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A FOR
4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PAN NO. 401-8 HAVEN AVENUE
BENCHMARK: MWDSC-UF 207 1994
52' EAST OF HAVEN AVE, 22 FEET SOUTH OF / � A T
ATSF TRACKS SOUTH OF ARROW HIGHWAY ILoF slo CCIITYoENGINE R CCG RCE DATE:
NO. " 24953
3 1/4 BRASS DISK FLUSH IN THE TOP OF v ti, J
A CONCRETE BASE FOR A RAILROAD SIGNAL DIAL TOLL FREE
USGS NAV0$8 — ELEVATION 1119.83 �:, o-a.����N s DESIGNED BY: RECOMMENDED:
t-800.227-2800 k 10390 Commerce center Dr., Ste. Zoo A&
1730
BASIS OF BEARING' - � `` � W NO.c oErzss m DRAWN 9 C � Rancflo Cucamobnn,gs. C(808 X1oornk 906 d SHEET �
• AT LEAST TWO DAYS . at Exp. 1x/31/05 A
FAX 8091 581-0694 10 OF 11
BASIS OF BEARING BEING THE CENTERLINE OF BEFORE YOU DIG ;4� y CG L !
SIXTH , PER,PARRCCWELEMAPCENTRAL
NO. 51A5V7'NUE AND � y +r oa P CHECKED Y: L�ineera y
* ., si Civil Land Serve ora
AVENUE, '" � o c�1.�i EC EDB DRAWING N0.
Job Number: 614.01.01
PMB 82(73-78, SHOWN AS BEARING UNDERGROUND SERVICE ALERT Date: larch 2, 2004 � X 63 -�
N8738'55"W OF SOUTHERN CALIFORNIA NJ
PROJECT SHEET NO. OF
+ � 1
I
- ._ `MH01
/
I S I
✓ter v' / / / �. n 11 < • 11 1 11 10' s
12' 11 i/ 14'�
_
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f f i
__ -....,..-. -- -,.,......---• . , 1 ,,.,./ J '' 1ST. STRIPING
`�._--..-__._. ,f. ._.. • __._.� � ,, 1 AT�40!110 APER �
/ _ -
-� ( ��QJ7�________ E}_ _ per-
V - _ 5
R26(S�' M --
lNt - --_ _ --- _ -- _�, T PLAN ._. -'` R26 S H �:
f- _ _ [� p �___.__. -_
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SIXTH STR T�•ok NOT�4rSE�Ai?A � }_,`f2a.� -�� � � 1� ( ) _ MHi., /+ 1. Al"
r r---- --- - - � a - o STA. 28+48 9� VEN A NU
"
p _-_ -- _ _____.___ _r s A. 6 S E f 130
G%s � 2 TRANSITION O 4t>':1 V(N LY LANE - --- ___ _ � MH / �
.. .__.. �.. �. _. ... .r - T S L E p _
}� � .� .- 150'
-_ ^
— N M H _ — _
_ _ ``
� � � -� 150'
r :-
7
-
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WIT I
- 6 TRANSITION 0 40:1 SLY LANE _ _ �, _ _ _. _� __ _ _ . w _ _� _._- ._� ___-- -- __ __ _., _ -� M,
_.__ _ _ Hw_ _r p fI
-,r
EXIST 8 CUR MEDIAN
2 TRANSITION 40:1
B E
+ `^ - __ _____ __._ - .._ -^^` �.. ' "'T/ ..... .. �r .w.. ., :�.wl. w ..r ' -.w..r�...r--,+�.w�.n' ... ..�.+r+ `` •- t y- I oy
.._._.-..- •--•--^-" t SIGNAL AH
CURD
---— '-- - -— _.._._ ___ __.__ ._._ Vi
REM EXIST. - .
R26�� _ < R26(S) _ --- R26(S �r'`c9j R26(S) 1 $I - z
� `ty `" 1 �.. C R NEC SARY �
R1$- PROP. 8" CURB & GUTTER R18- M r
FOR P P. SSWA % N
PROP.
f-- S!D A
— --,. vy
/
mom*
saw
Ono nwwm�
�" LIGHT
—�Fi
60' - TRANSITION �""' — 70""RIGFiT="TUf�" i' ' " _ E• , /
• ,1 1
461
i /
R T S �
ELOCA EX TGHTI .
y
\.` . r -G'.-.--_.�_. -r- - Jl.'•l"'i,1'•. J '"�` 1 ..� •-. .__. .-_r,-. ._-_ p�6THRS
13, 10{ 11' 11' I
:
46
_ • r ,r i � � 99 � � t -t-- �
ROP4SED UNIVERSAL
TE HNICAL INSTITUTE SITE
� '
SIXTH STREET
PLAN SCALE: 1 "=30'
GRAPHIC SCALE
30 0 13 30 60
� r
IN FEET )
1 inch y 30 ft
vi
T
CONSTRUCTION NOTES
1D INSTILL 4' BROKEN WHITE LANE UNE (RPMS) PER CITY OF
RANCHO CUCAMONGA STD. NO. 133
INSTALL 4' SOLID WHITE LANE UNE (RPMS) PER CITY OF
g RANCHO CUCAMONGA STD. NO. 133
O3 INSTALL 4' SOLID DOUBLE YELLOW LANE LINE (RPMS) PER CITY OF DESCRIPTION OF REVISION DATE CITY
RANCHO CUCAMONGA STD. NO. 133 APPROVED
® INSTALL 4' TWO WAY LEFT TURN LANE (RPMS) PER CITY OF CITY OF RANCHO CUCAMONGA
RANCHO CUCAMONGA STD. NO. 133
'- DRC 2003-00869
® INSTALL 8" SOLID WHITE LANE (RPMS) LINE PER CITY OF SIGNINQ AND STRIPING
RANCHO CUCAMONGA STD. NO. 133
Q6 PAINT 12" SOLID WHITE THERMOPLASTIC LIMIT LINE FOR
SIXTH STREET
0 PAINT TYPE IV (RT) ARROW THERMOPLASTIC PAVEMENT MARKING
BENCHMARK: MWDSC-UF 207 1994
52' EAST OF HAVEN AVE, 22 FEET SOUTH OF 16j"'IG A T ® PAINT TYPE N (LT) ARROW THERMOPLASTIC PAVEMENT MARKING Approved By : ' DATE:
ATSF TRACKS SOUTH OF ARROW HIGHWAY
3 1/4' BRASS DISK FLUSH IN THE TOP OF Q�or ss�0ti+ CITY ENGINEER-
RCE N0. 24953
A CONCRETE BASE FOR A RAILROAD SIGNAL DIAL TOLL FREE U9 REMOVE EXISTING CONFLICTING STRIPING, MARKING OR SIGN °�A �' DESIGNED BY: RECOMMENDED:
USGS NAV088 - ELEVATION 1119.83 r 10390 Commerce Center Dr., Ste. 200
1-800-227-2600 _ JC ' Rancho Cucamo.0 a, Comormie 91730
BASIS OF BEARING: .A�4 y' 10 PAINT TYPE I ARROW THERMOPLASTIC PAVEMENT MARKING � � rro. c o�nss m j
AT LEAST TWO DAYS W �. 12/31/05 DRAWN BY: Phone (909) 561-0676 5HEET
o BASIS OF BEARING BEING THE CENTERLINE 4F BEFORE YOU DIG �� .�" t 1 INSTALL 12" SOLID YELLOW LANE (RPMS) LINE PER CITY OF CG FAX (909) 561-4896 11 OF 11
SIXTH STREET, BETWEEN CENTRAL AVENUE AND
AVENUE, PER PARCEL MAP NO. 5157, ` RANCHO CUCAMONGA STD. NO. 133 S'+r� �foa`'�* CHECKED BY: �ivi1 Eepaeers Lend Surveyors DRAWING NO.
PMB 52/73-76, SHOWN AS BEARING UNDERGROUND SERVICE ALERT or CAL Job Number. 614.01.01
N89'38'55W OF SOUTHERN CALIFORNIA
NJ Date: March 2. 2001 ' ( 6 ' -'
PROJECT SHEET NO. OF I
GENERAL NOTES GENERAL NOTES (CONT.)
q OF DOUBLE YELLOW LINE 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS 3TANQABQ P4AN5 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE
-' OR MEDIAN CURB FACE AND STANDARD SPCIFIOgTIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
THE SPECIAL PROVISIONS.
CASE 1 TURN LANE
7• VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL
LEFTSECTION "R" CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECT- EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED.
M 0' 15' 10, o OCAT10NS. TRAFFIC MANUAL, MAINTENANCE MANUAL. AND STANDARD SPECIFICA70NS CONFORM
PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS
SI
AS SHOWN IN 120/240V SERVICE WIRING DIAGRAM ON PROPOSED FACILITIES LAYOUT,
' 0 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER $TANQARD VI
SPECIFICATIONS FOR PUBLIC SHEET 2 OF 4 SHEETS. COORDINATE SERVICE DETAILS AND SCHEDULING WELL
„R" CAB. . o >, M ;iSIDEWALK C 8 WHITE TURNING LANE LINE w )YORKS INSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED.
THRU LANE 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL
PLAN SECTION CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD U11UTY OR BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
10' v SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION.
-C
0COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB-
C14 STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS
2, SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE
t 4" LANE LINE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO.
ARE NOT SHOWN ON THESE PLANS. (CONTACT CURT HORNE) 909 930-8540
SOUTHERN CALIFORNIA GAS CO. 800) 227-2600
THRU LANE N W 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON
TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR (CONTACT STEVE HOCK) 909 469-6327
SECTION CAB 10' �. LAYOUT. CUCAMONGA COUNTY WATER DISTRICT 909) 987-2591
; (WATER AND SEWER)
UNDERGROUND SERVICE ALERT (800) 227-2600
"R" CAB.
SIQ17WALK
SIDEWALKC 4"
TURNINGNLANIE LINE M
PLAN SECTION
THRU OR RIGHT10' O
TURN LANE 0
oo
N
5' �,
r- CURB EXIST. C & G N E.C.R.-I
C) -C
0 -C
N
2# TOP OF CURB FACE ,, 1 » S T 13
"R" CAB. SECTION CASE 3 CAB 0 16% _ g"U C— 6"LC 20 "
�� ���
• SIDEWALK �' `�
. . .• . , V , o `�
1040
0
V
PLAN SECTION LOOT~' DETECTOR PLACEMENT • 0 — -
REFER TO PLAN FOR DISTANCE c3
TO ADVANCE DETECTORS
TYPE "R" CABINET FOUNDATION AND 'OLE LOCATION COPE 1.16N.5. LEGEND DETAIL
PAD DETAIL (EXACT LOCATION BY ENGINEER IN THE FIELD)
VICINITY MAP
SINGLE INPUT 6�4r= ET INDEX
EMERGENCY VEHICLE
PREEMPTION DETECTOR
__1H 1. Traffic Signal Modification Plan
1.5" TO .75" ----ASTRO Mini–Brae AB-4155–L OR
REDUCER AB-0132–L MOUNT OR N v �— — 2. Title / Detail Sheet
APPROVED EQUAL _ a
z
SIGNAL POLE HIGHLAND AEU:E] �MAST ARM (/ vI TAGS o VE
Q
(ONE WAY / ONE OUTPUT) 19TH ST 9
VICT A P K Q
11H
ASELIN ROAD � �
T T a �ICJC�Cf� �Q o
EMERGENCY VEHICLE DE EC OR
�y
FOOTHILL �
Q
3 W CITY
No. DESCRIPTION OF REVISION DATE APPROVED:
6TH ST No SME
4TH ST CITY 05 RANCHO CUCAMONGA
Underground Service Alert Locattorl TRAP=FIC
SIGNAL-CRoG of Southern California
v [:) ETAIL5 �4EET
G) Call: TOLL FREE
1 -800-227-2600APPROVED BY: DATE:
Q�pFESSION CITY ENGINEER VzUiazVU RCE: �/s3
TWO WORKING DAYS BEFORE YOU DIG s q�
yQ' P TOS �y� DESIGN PLAN PREPARED FOR: RECOMMENDED
y
No. C052822 T.G.H. HMUOG AND C MBILL, INC.
Exp. 12-31-04 DRAWN SHEET
* Consulting Traffic Engineers
CIVO1 ti� T.M.H. 1 of 2
, RlF Llf' � CHECKED 273 Centennial Way,Suite 248 � Tustin,CA 92180 DRAWI G o.
3
(114)731-9453 Fax:(114)731-9498 � -�
T.G.H E-Mail:hartzog-aabillmrn
j
CONDUCTOR SCHEDULE IRUN NEL 1 6 T
AWG CIRCUIT I 3 4 Al& A 8 9 Al 43'
01 - - - - - - 3 3 3 3 I 32' 32 —� P O L E S C H E D U LE
02 - 3 3 3 3 1 - - - - 3STANDARD ARMS LUMWAIRE PED PUSH BT. SIGNAL MOUNTING I.L.S.N.S. PLACEMENT
08 FUTURE 03 - - - - 3 - - - - 6 ( HT. SIG. LUN. H.P.S.V. PHASE QUAD VEHICLE PED. MESSAGE B C E
04 3 3 3 3 3 3 3 3 3 6 I 1 R 29-5-80 30 N 55 15 N 200 IN N 8 N (R)MAS, -
5 - 3 3 3 3 - - - - 3 DETECTOR SCHEDULE o 2 I 1—W-08 2 N TYPE 15 10 - 15 N 200 W N 2 f (N)SV-2- V-I-UM RR _�- R t sixth I CS 14 3' 12
06 _ _ _ _ _ _ _ _ 3 3 SENSOR CHANNEL DETECTOR LOOPS PER CHANiI I I 3 24-4-80 30 25 15 200 W - - MAS SV-1-UM SP-1-CS Haven " - 2.5' 1
04 FUTURE 01 3 3 3 3 3 3 3 3 3 6 1 2 J_w 08 2 I I 4 1-A 10 - - - 214 EIS TV-1-T SP-1-CS - 16' 4.5' -
08 #3 *3 *3 =3 3 - - - - 3 1 1-W 08 2 I 5 29-5-80 30 50 15 200 W 416 S W MAS, SV-1-UM SP-1-CS Sixth , 2.5 13
02P - 2 2 2 2 - 2 2 2 4 2 2 1-N-02 3 6 1-A 10 - - - - - TV-2-UM 91-1-CS - 10 2.5' -
114 04P - - - - - 2 2 1 2 4 � ( 7 29-5-80 30 20 15 200 W - - MA MA SV-1-T SP-1-T Haves " 25' 5'
06P - - - 2 2 - - - 2 4 3 ? 1 5-06 3 8 1-A )0 - - - 6 8 W N-2-18 S9-1-T - 15 2.5 -
08f' 2 2 2 2 2 - - - - 2 ALL EQUIPMENT IS EXISTING UNLESS 07HERWSE 1NOICATED.
02 PP8 1 1 1 1 1 1 1 1 1 2 4 2 2-N-5 4 (N) = NEW, (R) = REUSE EXISTING (MODIFY FRAME XRK AND MOUNTING HARDWARE AS REQUIRED)
04 PP8 - - - - - - 1 1 1 1 t 2-N-02 2Q - RELOCATE TO HORIZONTAL SIGN ARM PER SPECIAL PROVISIONS
It
06 PP8 - - - - 1 - - - - t 5
08 PP8 - 1 1 1 1 - - - - 1 2 3-N-02 4
1 4-E-04 4
SPARES 3 3 3 3 3 3 3 3 3 6 6 2 2-E-04 4 l3
TOTAL 15 24 24 26 30 12 15 15 20 58 1 3-E-04 2
12 USN.S - 2 2 2 2 2 2 2 2 1 2 3-S-06 4 I I I 1 --� I P H A S E D I A R A M
SIGNAL COMMON t 1 1 1 I I 1 1 1 2 -"`---`""" GROU A ROUP B
,�10 LUMINAIRE *2 ? 2 2 2 2 2 2 2 - $ 1 2-S-06 2 INSTALL 3" C., W11N � -
TOTAL 3 3 3 3 3 3 3 3 3 - 2 1-S-01 4 PULLROP£ I -. AD
LL
1 2-S-01 4 , r' � FUTURE t
S�GNAt SERVICE _ 2 2 2 - - - 2 2 9 2 4-W-08 3 1 t3 it tt tt 4 t2 to z
i
02 - - - - - - 3 3 3 3 t
i
PHASE 1 PHASE 2 PHASE 3 PHASE 4 „ ,
08 FU7VRE 03 *2 ''2 #2 $2 '2 - - - - *2 nuc I ! 4 T
TYPE 04 - - - - - - - - -
C 05 - - - - - - - 2 2 2 INSTALL 1.5" C., 1-OW. i N SCALE: 1 = 20
DCC 06
3
- - - - - - - - 1 ( i --'- 1 0 20
04 FU7URE 01 I -�- -�- FUIURE
08 *2 r2 y2 r2 *2 - - - - '2 ( i I t
TOTAL 4 4 6 9 9 - 3 5 5 18 11 � I � - �-_--�--t- �, PHASE 5 PHASE 6 PHASE 7 PHASE 8
3 20 EYP CABLE - 1 I 1 2 - - - - 2 ` ' 2—W-08 -
CONDUIT SIZE �2 2 2 2.5 2.5 2 2 2 -252-�' 8 I � O
PERCENT FULL 21X 301 349 303 A 129 203 249 1291 79X I 1 t
1260' TO PROPERTY LINE Q 1 r-- 0 280' TO LIMIT LINE
ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS 07HERMSE INOICAlEO.
3 = NEW
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NOTES THIS SHEET:
CONSTRUCTION 3a' ta' s' to' tt' tt' tr
I _ 1 EXIST 1' C., 1-DLC, CIN
�1 J ABANDON CONDUIT AND PULLBACK, PROTECT AND REUSE CONDUCTORS. 1 No. DESCRIPTION OF REVISION DATE
( ♦` i I APPROVED:
f2 INSTALL 3" CONDUIT WITH PULLROPE TO PROPERTY LINE'. TERMINATE IN NEW PULLBOX. I I
MAXIMUM #6 PULLBOX SPACING SHALL BE 600'. CITY Of= RANCHO CUCAMONGA
[]3 INSTALL CITY FURNISHED OP77COM MODEL 711 OPTICAL DETECTOR AND MOUNTING HARDWARE I
PER DETAIL SHEET (E-7, PH-1). CONTRACTOR SHALL SiJPPLY AND INSTALL ALL CABLE. ti�l��IC SIGNAL MODIFICATION FLAN
II q
I HAVF.N AVENUE
AND
rotes S"t'fi EET
♦-`% Ire
1-F 04 ( FESSI APPROVED BY: DATE: a _
1 QRo J oti9 CITY ENGINEER RCE:
DESIGN PLAN PREPARED FOR: RECOMMENDED
J 0 No, C052822 m T H HARTZOG AND CRAML, INC. J�`
i' 4� —""� 46 `1 � Exp. I2-31-06 DRAWN SHEET
60' .i. & * * Consulting Traffic Engineers
s� CIVO- tiQ T.M.H. 80 2 OF 2
STREET
Tf QF CA�N1 (714)73l-9453 i1 Fax:(714)7319498 1 DRAWIN NoCHECKED
E-Mait hartzogcrabill.00m ��