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9th ST T AND VIN YA D AV NU
GENERAL NOTES:
'I *— FOR SINGLE OR DUAL 10'
1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA LEFT TURN LANES ONLY
DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992 CASE 1
AND THE SPECIAL PROVISIONS FOR THIS PROJECT. _-_=_
' S "P" CAB.
SECTION _
MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFICATIONS TRAFFIC OF DOUBLE YELLOW LINE
2. TRAFFIC SIGNS, STRIPES, OR MEDIAN CURB FACE
MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY
4 LOCATION MAP
STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS.
"P" CAB. SI EWALKP C-)
LEF1 TURN LANE3. PAVEMENT MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR SIDEWALK 30' 15' 10' o FOO 1,
SR 66 BLVD.
PUBLIC WORKS CONSTRUCTION, 1997 EDITION WITH LATEST SUPPLEMENT.
PLAN SECTION DE
4. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S 0
RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 8"WHITE TURNING LANE LINE Q
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5. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES THRU LANE `D�c.� Q Q PROJECT
PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. PHONE 2' x J ARROW HWY LOCATION
UNDERGROUND SERVICE ALERT AT 800-422-4133 AND THE UTILITY COMPANIES LISTED BELOW. 10,
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6. 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY OF RANCHO CASE E 2 �, >_
CUCAMONGA FOR INSPECTION. — -- "P" 9THST.
° SECTION CAB co� x
7. THE CITY SHALL APPROVE POLE, CABINET AND LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. 4 LANE LINE :111 X
PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT.
4. THRU LANE -cD w
8. ALL CONDUIT SHALL BE RIGID METAL. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. "P" CAB. SI EWALK /o ? 8TH ST.
SIDEWALK 10' _
9. ALL PULLBOXES SHALL BE #5 UNLESS OTHERWISE NOTED. D - -:2 Qj C:)
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PLAN SECTION
10. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. IF NOTED AS SALVAGED, IT SHALL - of O W Q m
BE DELIVERED TO A LOCATION IN THE CITY OF RANCHO CUCAMONGA TO BE DETERMINED LATER. -C° Q W _
4" LANE LINE OR 8" Q O m _
11. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE AND ELECTRICAL SERVICE LINES AND INTERCONNECT TURNING LANE LINE < Q
HOOK—UPS BETWEEN THE LOCAL CONTROLLER AND THE SYSTEM MASTER. CURB EXIST. C do G _ � 6 T ST
12. PEDESTRIAN INDICATIONS SHALL BE TYPE A WITH Z—CRATE VISOR, LED ORANGE SECTION AND CLAMSHELL MOUNTING. N THRU OR RIGHT10' + North
TURN LANE
13. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES. ALL SIGNAL HEADS SHALL BE METAL WITH CASE 3 2' N NOT TO SCALE
METAL BACKPLATES. RED SECTIONS SHALL BE LED, PER SPECIAL PROVISIONS. "P" CAB. SECTION CAB 5' w
14. CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER. ° ° SIDEWALK —� TOP OF CURB FACE 1
D
15. LOOP DETECTORS SHALL BE 6' X 6' OR 6' DIAMETER, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF
THE LANE, EXCEPT AS SHOWN. SEE SPECIAL PROVISIONS. VA� RIES o
16. ELECTRICAL SERVICE SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED PLAN SECTION
SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (TWO 30 AMP). COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN
ADVANCE OF NEED. SEE SERVICE WIRING DETAIL ON SHEET 3 AND SPECIAL PROVISIONS.
17. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE MODIFIED TYPE A WITHOUT PHOTOCELL ON HORIZONTAL SIGN
ARMS. SEE SPECIAL PROVISIONS. TYPE •P•, •R• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT
18. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERATIONAL. PAD DETAIL REFER TO PLAN FOR DISTANCE SHEET INDEX
19. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS TO ADVANCE DETECTORS
PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. General Information and Detail Sheet
PAVEMENT DAMAGED DUE TO REMOVING MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.
20. NEW SIGN POSTS SHALL BE GALVANIZED STEEL, EASY ERECT BREAKAWAY OR SQUARE STEEL TUBING W/ BREAKAWAY 2. Traffic Signal Plan
BASE, "UNI—STRUT" OR APPROVED EQUAL UNLESS OTHERWISE NOTED. SIGNS SHALL BE MOUNTED ON STREET LIGHT
POLES WHEREVER POSSIBLE. 0 9th STREET AND VINEYARD AVENUE
21. ALL SIDEWALK REPLACEMENT SHALL BE FULL WIDTH AND AT A LENGTH NOT LESS THAN 3 LINEAL FEET. IN NO CASE w " U C- 6 LC
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SHALL A SIDEWALK SECTION REMAIN WHICH HAS LESS THAN 3 LINEAL FEET WHEN MEASURED TO THE NEAREST JOINT. E.C.R. 3. Signing and Striping Plan
w 9th STREET AND VINEYARD AVENUE
UTILITY COMPANIES PHONE NUMBERS O
SOUTHERN CALIFORNIA EDISON CO. . 5 ST
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(CONTACT. 16 RAY MENDEZ) (909) 357-6221 1
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SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 �C p „
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GENERAL TELEPHONE CO. (800) 422-4133 rV
1 0400 -
PACTEL (800) 422-4133 >> No. REVISION APPR. DATE
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Ln CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 m
. 5
(WATER AND SEWER)
cliPOLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL CITY OF RANCHO CUCAMONGA
UNDERGROUND SERVICE ALERT (800) 422-4133
(EXACT LOCATION BY ENGINEER IN THE FIELD) — —
`� TRAFFIC SIGNAL MODIFICATION PLAN
0
7 EMERGENCY VEHICLE
EMERGENCY VEHICLE MODEL 522 DETECTOR
PREEMPTION DETECTOR PREPARED UNDER THE SUPERVISION OF 9TH STREET AND VINEYARD AVENUE
MODEL 511
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GENERAL RAL INFORMATION AND DETAILS
C-) ROCK E. MILLER — R.C.E. 2949
y 1.5" TO .75" 1.5" TO .75" APPROVED BY / DATE�1 f
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ASTRO Mini Brac MOUNT ASTRO Mini-8rac MOUNT 24953
> REDUCER REDUCER CITY ENGINEER
R.C.E. N0.
= OR APPROVED EQUAL OR APPROVED EQUAL
DESIGN RECOMMENDED
SIGNAL POLE SIGNAL POLE �^ AJM PLANS PREPARED BY /1-24-77
CD MAST ARM MAST ARM t f+ '•.: _
DRAWN
SHEET
AJM Katz, 01dtsu & Associates SH i ET
U) (ONE WAY / ONE OUTPUT) (TWO WAY / TWO OUTPUT) OF 3
NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. x , s TRAFFIC k HIGHWAY ENGINEERS
, �mr�t�,
_ - CHECKED 17852 E. 17th STf�EET #102 DRAWING NO.
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EMERGENCY VEHICLE DETECTORS � �,'� _ � BKL cITY TusT1N, c1- 92780 1616-5
_ _ _ (714) 573-0317
CONDUCTOR SCHEDULE POLE SCHEDULE
RUNS STANDARD MAST ARM HPSV SIGNAL MTGS PED PUSH BTN LOCATION
AWG. CIRCUIT I.I.S.N.S. REMARKS
1 2 4 5 6 8 9 g ' No. TYPE HEIGHT SIGNAL LUM LUMINAIRE VEHICLE F PED PHASE QUAD ARW B E I C
01 3 3 3 3 3 -- -- — — 3 3 1 24-4-80 30' 35' 12' 20OW Ninth ST
3
02 -- -- MAS MAS SV-2—UM SP-1—CS 06 W - --- 12' 4.0' 7
-- -- -- -- -- -- 3 3 3 3 SENSOR SCHEDULE O 8200 ❑
;
04 -- -- -- 33 -- -- -- -- 3 6 6 SENSOR I CHANNEL ILOOP DETECTOR Vineyard Ave >
05 -- -- -- -- -- -- 3 3 3 3 3 3 1 1—N-01 1—W-04 2O 17-2-80 30' 20' 12' 200W 8600 — MAS SV-1—UM SP-1—CS 06 E - --- 16 2.5
06 3 3 3 3 3 -- -- -- -- -- 3 3 1
08 3 3 3 3 3 3 3 3 3 3 6 6 2 . 1-S-02 I I 3O 1A 10' --- --- --- --- --- ---TV-1 SP-1-CS 04 S 15 --- 2.0'
-- 2 • 1-W-04 I - ------------- I ST MAS MAS SV-1-UM SP-1-CS 04
02P -- -- 2 2 2 -- -- 2 2 4 4 2 1 2-S-02 1
06P 2 2 2 2 2 -- 2 2 2 2 4 4 i o 3 4O 24-4-80(R) 30 35 (R) 12 (R) 200W(R) Ninth 8900 (N) (R) (R) (N) (R) (N) S --- 12' 3.0' ❑3 ❑g
1 * 2-W-04 __TV-2-UM SP-1-CS 02
14 08P -- -- -- - 1 2 2 2 2 2 2 2 3 _W-04 (n t- cn EXIST 1"C, 1 DLC 5 1A 10' --- --- --- --- --- - W - 12' --- 3.0'
02PPB -- -- -- 1 1 -- -- -- -- 1 2 2 1 . 1-E-8 p 0 I (R) (N) (R) (N) 0
06PP6 1 1 1 1 1 1 1 1 1 1 2 2 4 2 2-E-08AVE
08PPB -- -- -- -- -- -- 1 1 2 2 2 2 `�' c� O 17-2-80 30' 20' 12' 200W Vineyard 8 00 --- MAS SV-1-UM --- 02 W �— --- 13' 12'
7
PPB COM 1 1 1 1 1 1 1 1 1 1 2 2 5 1 3-E-08
SPARES 3 3 3 3 3 3 3 3 3 3 6 2 1-S-05 O 1A 10' --- --- --- --- --- ---TV-1 SP-1-CS --- --- --- 13' --- 3.0' ❑
6 1 . 1-N-06
6 2 2-N-06
TOTAL 16 16 18 22 22 10 16 16 22 26 48 48 1 * 4-E-08
12 I.I.S.N.S. 2 2 2 2 2 2 2 2 2 2 -- -- 7 (N) 2 2-N-01
SIG. COM 1 1 1 1 1 1 1 1 1 1 2 21 02 & 05 **
8 (N)
#10 LUMINAIRE 2 2 2 2 2 2 2 2 2 2 -- -- 2 01 & 06 ** ALL EQUIPMENT IS EXISTING TO REMAIN EXCEPT WHERE INDICATED OTHERWISE:
TOTAL 3 3 3 3 3 3 3 3 3 3 2 2 ALL SENSOR UNITS ARE EXISTING I (N) - NEW EQUIPMENT OR POLE
SIGNAL SERVICE I -- -- -- -- -- -- -- 2 2 2 2 2 EXCEPT WERE NOTED: H \ I i I (R) - RELOCATE EQUIPMENT TO NEW POLE OR POLE TO NEW LOCATION
01 -- -- - -- -- -- -- 2 2 2 2 2 ( ) �\
02 -- 2 2 2 2 -- -- -- -- -- 2 2NEW DETECTOR SENSOR SHALL BE 2 CHANNEL, � \ i
03 -- -- -- -- -- -- -- -- -- -- -- -- SHELF MOUNTED PROGRAMMABLE LCD, MODEL S (SS) W \ w=
2 2 WITH SOLID STATE OUTPUTS AS MANUFACTURED BY I PHASE DIAGRAM
DLC 04 2 2 2 2 2 1(E) 1(E) 1(E) 1(E) 1(E) 1 (E 1 (E) RENO A&E OF RENO, NEVADA.
TYPE C 05 __ 2 2 2 2 __ __ __ __ __ 2 2 GROUP A GROUP B
06 -- -- -- -- -- -- -- 3(E) 3(E) 3(E) 3(E) 3(E) • CALL HOLD (0-7 SEC. MIN.)
-- -- -- -- -- -- -- -- -- -- 3 4 * CALL DELAY (0-30 SEC.)
08 � c, c�
NOT
zI _z USED
** EVP INPUT I I —�
TOTAL 2 6 6 6 6 1 1 6 6 6 15 16
X
OPTICOM 138 CABLE 1 1 1 1 2 2 01 02 1 03 04
CONDUIT SIZE 3 E 3 E 3 E 3 E) 3 2 E 2 E 3 13ff 1Y -3 -3 EXIST 1"C, 1 DLC C"! NOT ,
ALL CONDUCTORS AND CONDUITS SHALL BE NEW EXCEPT WHERE NOTED: Z _z USED
7
(E) EXISTING
II - 12' 12' 16' 05 06 07 08
N 12
I 3-i-04
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-
I , I -w-04 ,
6 O 6 EXIST EDISON SERVICE METER #208-493859
AVENUE
7 n
` •---• I r--- 2 EXIST 1 1/2-C, 2 DLC ��R/W
EXIST. 1 1/2-C, REMOVE 2-DLC
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'
'��8& INSTALL 2-DLC. 18 Of
VINEYARD
R/W (D 6 -- --
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- -- - - - - - - - -
LL
-- -- -- -- -- -- - -- -� -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- r,8BCRC #5 PB
230' TO
---
to
-- -- - -
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---- -- ----
_ _- - - -- 6., wATV 00 CROSSWALK ,
-- --------
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00
FABJ EXIST LOOPS
ir,- 06 - -- -- -- - - - -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -
,
I 1 I I I (V
N
12 1 ' R34 13 ' 1 - -- 14
—� — — — — — -� 01I -- - -- -- -- -- - -- - - -- - - - -_ - -- -- - -- -- - -- - -- -- -- -- -- --I- L SFWEP[2 N
- -- -- -- -- -- -- -- -- - -- - - - -- -- - - -- -- -- -- - -- -- -- -- -- -
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---
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-----------------------) f--------- I E 246 EVP 6&1 114
-- - ' '---' - AB EXIST LOOPS
- I , _ 9 —
04 I I I AB
_ -- -- -- I ---• -- �} 4 --
N 11 0 i�
- -- -- -- -- -- -- --
I
-- -- -- -- -- -- -- -- -- -
- -1-- N - -- -- -- -; -IYr -- -- -L - '-- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- GAS--
CN - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -
M ` I �� - -- -- -- -- -- -- -- -- r-' -- -- - - C - �- -- — 5" -
250' TO
---. I LIMIT LINE _ _ 0
BC �,, AB EXIST LOOP --
r,- 6
5 2 02PAll „04 R/W
8 AB 04 9
- - - - EXIST. 1 1/2"C, REMOVE 2-DLC 7 � -- -_
& INSTALL 1-DLC. 3 %�- z;" AB
5 R/W O 6 g! 5
AB
11 ---
- 6E RC
4 _. --- 4*E-�� 8
CONSTRUCTION NOTES 5 _�8 2-EAB
1❑ RL EXISTING TYPE 90 CONTROLLER ASSEMBLY AND TYPE P CABINET TO LOCATION SHOWN, ON A TYPE P, CASE 3 I CB RC , 6E
-FOUNDATION, AT 18" ABOVE FINISHED GRADE. ADD RACK FOR FOUR FUTURE EVP INPUTS. I I
PROVIDE 5 COPIES OF REVISED CABINET PRINT(S). 16' 2' 12' ,. 5' 1
i
❑2 EXISTING TYPE III-BF SIGNAL AND LIGHTING SERVICE, WITH ONE 5OA-120V SIGNAL BREAKER (METERED), W 1 1
ONE 20A-120V LIGHTING BREAKER (UNMETERED), AND ONE 15A-120V I.I.S.N.S. BREAKER (METERED). 101
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❑3 RL 24-4-80 POLE AND EQUIPMENT COMPLETE TO LOCATION @ RS EXISTING 8" VEH HEAD, PPB AND
" AN � 1 ' ' i,�INSTALL 1 1/2"C, 1-DLC
IISNS FACE PLATES. INSTALL 12 VEH. HEAD, NEW A.D.A PPB D NEW IISNS FACE PLATE PER DETAIL 1 I
ON SHEET 1. TOTALLY REMOVE EXIST FOUNDATION. _
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EFL1 1 A POLE AND EQUIPMENT COMPLETE TO LOCATION QFRS]EXISTING 8" VEH HEAD AND PPB. Z II I 1 I
INSTALL 2-12" VEH. HEAD AND NEW ADA PPB PER SPECIAL PROVISIONS. TOTALLY REMOVE EXIST FOUNDATION.
❑5 REPLACE EXIST PULLBOX WITH #6 PULLBOX. SPLICE NEW DLC'S WITH EXIST LOOP WIRES IN PULLBOX. COIL 5' ;
OF DLC IN PULLBOX FOR FUTURE 2-S-05 LOOPS. I 1
6❑ SPLICE NEW 06 LOOP WIRES WITH EXIST 06 DLC'S IN PULLBOX. No. REVISION APPR. DATE
m ❑7 INSTALL R96 SIGN ON EXIST TRAFFIC SIGNAL POLE, WITH MIN. 7' GROUND CLEARANCE. YI CITY OF RANCHO CUCAMONGA
ai Q 1
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N ❑8 INSTALL 5 FEET OF 2" CONDUIT (STUBBED AND CAPPED TO WEST) AND INTERCONNECT TERMINATION _~ V' A
N TRAFFIC SIGNAL MODIFICATION PLAN
ENCLOSURE PER CITY STD. PLAN 408 ON WEST SIDE OF CONTROLLER ASSEMBLY. Of
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9❑ INSTALL OPTICOM MODEL 522 OPTICAL DETECTOR PER DETAIL ON SHEET 1. PHASES AS SHOWN. --- =� 9TH STREET
y 10 COIL 5' MINIMUM OF ALL OPTICOM MODEL 138 CABLES AND DLC FOR FUTURE 2-S-05 LOOPS IN CONTROLLER ASSEMBLY. I - - I PREPARED UNDER THE SUPERVISION OF AND
❑ 1 E 08 _
��
RC � VINEYARD AVENUE
11 REPLACE EXISTING PULLBOX WITH #6 PULLBOX. COIL ENOUGH OPTICOM MODEL 138 CABLE FOR
AB EXIST'LOOP ROCK E. MILLER - R.C.E. 29493
FUTURE OPTICOM DETECTOR IN POLE (D APPROVED BY DAIL4. 1. max;
11' 22' 33' 7' CITY ENGINEER
7"-
73'
"- "� ( yl�,�ti ,, ���� R.C.E. N0. 24953
73 DESIGN
RECOMMENDED
� AJM PLANS PREPARED BY Jll& ll-Z4-T7
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�., 1 -,,� DRAWN SHEET
Katz, Oldtsu & Associates
NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. }R AJM TRAFFIC & HIGHWAY ENGINEERS 2—OF 3
CHECKED 17852 E. 17th STREET #102 DRAWING NO.
1US11N, CA 92780
BKL CITY (714) 573-0317 1 61 6-$
6'
10' 32' 32' 12'
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TRIPING NOTES: 2
I I I I 3 Res s
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OREMOVE ALL CONFLICTING STRIPES, MARKINGS AND MARKERS.
O2 PAINT 12" WHITE CROSSWALK.
O3 PAINT 8" WHITE CHANNELIZING LINE PER CITY STANDARD PLAN 133.
O4 REPAINT 4" DOUBLE YELLOW CENTER LINE PER CITY STANDARD PLAN 133. '
0 PAINT TYPE IV (R) PAVEMENT ARROW.
6 PAINT TYPE IV (L) PAVEMENT ARROW. �
7 REPAINT 4" SKIP YELLOW CENTER LINE PER CITY STANDARD PLAN 133. I'
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8O PAINT PAVEMENT LEGEND. R28
2 R26 s North
SIGNING NOTES: 1"=40'
I I
it INSTALL NEW SIGN AND POST.
21 INSTALL NEW SIGN ON EXISTING/NEW POST/POLE.
�3 REMOVE EXISTING SIGN.
Q
BUS
3 R28
8 1 ' 2 R26
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1 ' 1
18' 12' 0' 11' 13'
6 1 - 2 -
¢
5 5 STREET 5
NINTH ,� - � - -� - - - - - - - - - -�- - - - - - - - - - _ _ 2
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RSC 2 , N 310 +1 iv N
N N 11 50 3 200' N N
- - � - - - -9O - - - - - - - � �- 135 -%,
90' �'4l N
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u N 8 (REPAINT) `'J N
R/C
N R2(40 R26(S)F- R26(S)
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10' 11' 14'
Q i
R28
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LEGEN > i
REMOVE EXISTING PROPOSED
TYPE IV (L or R) PAVEMENT ARROW '
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--� � STREET LIGHT LUMINAIRE 3 ' 3 '
a h h SIGN (EXISTING TO REMAIN UNLESS NOTED)
No. REVISION APPR. DATE
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TRAFFIC STRIPE OR MARKING CITY OF RANCHO CUCAMONGA
AS
m NOTED PAVEMENT LEGEND SIGNING AND STRIPING PLAN
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9TH STREET
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PREPARED UNDER THE SUPERVISION OF AND
VINEYARD AVENUE
ROCK E. MILLER - R.C.E. 29493
!DRAWN
D BY �� DATE -`t 2 9
24953
INEERS i R.C.E. N0.
RECOMMENDED
U PLANS PREPARED BY -17
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_ � Katz, Okitsu & Associates SHEET
3 aD .raTRAFFIC do HIGHWAY ENGINEERSOF 17852 E. 17th STREET 102 DRAWING NO.
��.' TUSTIN. CA 92780NOTE. SPECIAL PROV90NS FOR THIS work ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. ' U E,._.. CITY 1616—S
714 573-0317