HomeMy WebLinkAbout1630-S GENERAL NOTES GENERAL NOTES (C0
1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE
AND STANDARD SPECIFICATIONS DATED JANUARY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
° THE SPECIAL PROVISIONS.
CASE 1 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL
P' CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI EXCEPT AS SHOWN.
SECTION OF DOUBLE YELLOW LINE
OR MEDIAN CURB FACE CATIONS. TRAFFIC MANUAL. MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. 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
N4 (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER
I "P" CAB. SIDEWALK o LEFT TURN LANE �`' 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL
SIDEWALK 30' 15' 1ot FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION. IN ADVANCE OF NEED. SEE STANDARD DRAWING NO. 407.
_o
* 0 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 o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
8"WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION.
IF Li COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB-
THRU LANE Q STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS
2' J SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE
J UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO.
10' N ARE NOT SHOWN ON THESE PLANS. (CONTACT JAIME AMEZCUA) (909) 357-6221
`D * a SOUTHERN CALIFORNIA GAS CO. (800) 422-4133
CASE 2 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. (800) 422-4133
TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133
SECTION CAB _ 4" LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591
(WATER AND SEWER)
SI WALK m THRU LANE N w UNDERGROUND SERVICE ALERT (800) 422-4133
„P" CAB_._j Z
SIDEWALK 10'
* g
PLAN SECTION J
o
N
4 LANE LINE OR 8 ;,� O
TURNING LANE LINE 3 w
URB
(n I
N EXIST. C & G THRU OR RIGHT 10' o E.C .R.
TURN LANE C° Y"
CASE 3 2' N S T
"P" CAB. >< SECTION „P„ 5' _.n O 1 '� 2 "
CAB (0 _ � 16Y2
SIDEWALK —>� FACE
1 �a
TOP OF CURB CE > :h]Y2
G „g„ _ 1040„g„
0 Wmi 4
VAIN-RI j a o 0
O
rV
PLAN SECTION H LIC- 6 LC
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C6
TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I .I.S.N.S. LEGEND DETAIL
PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD)
TO ADVANCE DETECTORS
PLANS FOR THE CONSTRUCTION OF
TRAFFIC SIGNALS AND SAFETY LIGHTING
AT
ARROW ROUTE AND RED OAK STREET
VICINITY MAP SHEET INDEX
No. REVISION APPR. DATE
FOOTHILL BLVD 1. Title Sheet CITY OF RANCHO CUCAMONGA
LLJ
CIV/ > > 2. Traffic Signal Plan/Arrow Route and Red Oak
cT Cf' < 3. Striping and signing plan QRpFESSIoti� TRAFFIC SIGNAL PLAN
DR
10 P R (t^
�� F y0
PROJECT �� 0 Z
No. 16828 m ARROW ROUTE AND RED OAK STREET
LOCATION m EXP. 6/30/01 z
�� O �9T4, of cA�NF GENERAL INFORMATION AND DETAILS
z ~
j � � !�� 970451 APPROVED BY / r DATE
W = CITY ENGINEER �� l �� < << ` - 1 R.C.E. N0.
• _ O
jPA TRAFFIC ENGINEERING, INC. DESIGN R C MMENDED
NOTE. ARROW � ROUTE PRLM � �5 r2-r7-�7
SPECIAL PROVISIONS FOR sT� A TRAFFIC AND TRANSPORTATION ENGINEERING
THIS WORK ARE O N FILE RLM 23421 SOUTH P01WF OR1W SU/7F 190 LACUNA HUS CA. 92659 (i14) 460-0110 p DRAWN SHEET OF 3
�-
IN THE OFFICE OF THE , / CHECKED DRAWING NO.
CITY ENGINEER. 1 30 -5
S. RCE f6B26 DA IF
CONDUCTOR TABLE DETECTOR SCHEDULE 5 RED OAK STREET
RUNS CONTROLLER POLE SCHEDULE
AWG CIRCUIT 2 Al 4 Iii±,1 $ g SENSOR CHANN DETECTOR INPUT I STANDARD LUMINAIREJ I.I.S.N.S. SIGNAL MOUNTING PED PUSH BTN LOCATION REMARKS
1 1 1-E-6 (2) EXP 6
No. TYPE HEIGHT SIG.M.A.LUM.M.A. HPSV LEGEND VEHICLE PED PHASE ARROW E B C
1 - - - 3 - - - 6 6 2 1-W-2 2 EXP 2 1-N-4 1 19-3-80 30' 30' 12' 200 W Arrow RTE _ MAS SV-1-UM SP-1-CS 2 E- 11' 3'
2 3 3 3 3 3 3 3 6 6 10800
1 1-S-8 1 EXP 8
8 FUT. 3 - 3 3 3 - - - 3 3 2 2 1-N-4 2 EXP 4 2 15 30' - 15' 20OW - - - SV-2-TA SP-1-CS 4 2* 11' 3'
4 - - 3 3 3 3 - 6 6 1 1-E-1 1 EXP 1
5 3 3 3 3 3 3 3 6 6 3 2 1-W-5 1) EXP 5 3 26-4-80 30' 40' 15' 200 W Red OS 00 ST 5A MAS SV-1—UM SP-1—CS 4 12' 3' F=6', F=12'
6 3 3 3 3 - - - 3 3 1 4-S-8 1 EXP 3 4 15 30' - 12' 200 W - - - SV-2-UM SP-1-CS 6 —� 12' 3'
4 FUT. 7 - - - - 3 3 - 3 3 2 5-N-4 1 EXP 7
8 - 3 3 3 3 3 - 6 6 25' _
1 2-E-1 (3) 1 rj 24-4-80 30' * 12' 200 W Arrow 0900 MAS SV-1—UM SP-1—CS 6 � 12' 3' *= FUT. 35' MAST ARM
2 PED - - - - 2 2 2 4 4 2 2-W-5 3 05
4 PED - - 2 2 2 - - 4 4 1 2-S-8 3 08 6 15 30' - 15' 20OW — — — SV-2—TA SP-1—CS 8 6 * 12' 3'
14 6 PED 2 2 2 2 - - - 2 2 6 2 2-N-4 2 04 I sT MAS
7
8 PED — 2 2 2 2 2 - 4 4 7 26-4-80 30' 40' 15' 200 W Red 0 k 5A MAS SV-1-UM SP-1-CS 8 - 11' 3' F=6', F=12'
1 2-E-6 4 j�6 X500
2 PPB - - - - 2 1 - 2 2 2 2-W-2 4 02
4 PPB - - - 1 - - - 2 2 5-N-4 8 1-A 10' - - - - - - TV—2—T SP-1—CS 2 —� 12' 3'
6 PPB - 1 2 2 - - _ 2 2 8 1 4-N-4 2 4 FUT. 7 1 1/2" C/1-DLC (FUT. 1-N-7)
8 PPB 1 1 1 1 1 1 1 2 2 v 2 3-S-8 (3) X18 FUT. j�3
1 3-N-4 1. ALL EQUIPMENT IS NEW.
2 BIKE PB - - - - - - - 1 1 9 (2) 04 I 2. ALL VEHICLE INDICATIONS SHALL BE 12'.
2 SPARE 1 3. *BIKE PUSH BUTTON-MOUNT ON STREET SIDE OF POLE.
6 BIKE PB 1 1 1 1 - - - 1 1 4 44' rFR 1. DETECTOR LOOP LOCATIONS SHALL BE
PPB COMMON 1 1 1 1 1 1 1 2 2 APPROVED BY THE ENGINEER IN THE FIELD MASTARM MOUNTING
SPARES 3 3 3 3 3 3 3 6 6 PRIOR TO INSTALLATION. 32' 32' O CLAMP (PELICO NO. Y
TOTALS 17 26 32 36 28 25 13 71 71 2. ALL DETECTOR UNITS SHALL BE RACK MOUNTED. 12, o AB-121 OR EQUAL)
1 DETECTOR 2 2 2 2 - - - 2 2 _ _
2 DETECTOR - - - - - - - 1 2 ] 14 12(FUT 2-41 12' 14'
MAST ARM G
8 FUT. 3 - - - - 2 2 - 2 2
26
4 DETECTOR - - 3 3 - - - 3 3 TO EM Y
DLC 5 DETECTOR - - - - - - - 2 2 TO REMAIN 3M OPTICOM MODEL 722 <
6 DETECTOR 2 2 2 2 - - - 2 2 W -N-4 EMERGENCY VEHICLE PRE—EMPTION
04 (FUT. 07) - - 2 2 - - - 2 2 2—N-4 8 DETECTOR ASSEMBLY �A
8 DETECTOR - - - - 2 2 - 2 2 m I
U
TOTAL CABLES 1 4 1 4 1 9 9 4 4 - 16 fl7j 4
LUMINAIRE 2 1 2 1 2 2 2 2 1 2 1 4 - 1 1 4 2 DETAIL »A..
10 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 1 1 2 2
TOTAL 3 1 3 1 3 3 3 3 1 3 1 6 2 1
12 1 I.I.S.N.S. - 2 1 2 2 2 2 1 2 1 4
71 \\ EX. R26
OPTICOM CABLE - - - 1 1 - - 2 2 4P 8P ` �� TO REMAIN 1 1/2" C/1-DLC
CONDUIT SIZE 2 3 3 3 3 3 2 2-3 2-3 �{ 8 �8 68 O
1. RED WIRES FOR P/P LT SHALL BE TERMINATED IN APPROPRIATE POLE AND TAPED OFF. O sP (FU 03) (FUT. 03) 4 P 6 6
2. INTERCONNECT CABLE (1-12 PR #22) SHALL ENTER CONTROLLER THRU RUN 9. R73-4
;U-, <; m 6 02 & 05 X16 r,;
------------------------------------------------------- - - --- - --- --- --- --- ---
--- --- --- - --- --- --- -----------------------
REMOVE STREET LIGHT SEE DETAIL "A" 6
BY EDISON. COORDINATED
& PAID BY DEVELOPER. 4 GAS o
--- ----- ----- --- ----- N ----- ----- ----- ---- 06 -----
T 3 1 & 6 2-E-6 N GAS -----
ARROW ROUTE 02 & 05 0 5
01 & 06 R73-7 4
N 1-W-5 2-W-5 — — — 2-E-1 1-E-1 —N —
--------------------------------------------- ---- 4 R73-7 02 & 05 � ________ ____ ____________=----------_____---------
1' (T P)
C14 2—W-2
N � 2—W—2 I TV
--- ---- --- ----- ----- ---------------------------------- --------- - --- --- ---- ----- ----- ----- - ---- ----- ----- -----
3 5 2"C/2#8 2 REMOVE STREET LIGHT on r)
BY EDISON. COORDINATED WATER
2 1 6SEE DETAIL "A" � & PAID BY DEVELOPER.
---------------------------- ------------------ --- --- --- --- --- --- --- -- - - 8 --- 2"C/2#6 -------- -------- ---- -------------------------------------
LO
2 01 & 06 04 R73-4 SERVICE 0
4 ,
p 3 2P
ET 6 04
— — — — -
- - - - E — 2 4 (FUT. �7) E - - — - - —
2"C/2#12, 2#10 9 O
4P 8P CB EDISON SERVICE
POINT-EXIST. HANDHOLE
2"C/1-12PR I 6'X10' 2" C/1-12PR #22 I.C. No. H5397047
1 1/2" C/1-DLC #22 INTO CONTROLLER 5 '..-/ 6 EXIST. 2- C/ 0 1 Z2 1 2 3
O 08 8 II PULL 1-12PR #22 I.C.
EXIST. STREET TO WHITE OAK ST. 3 inches on original drawing
� ��=
MONUMENT SIGN (TYP) 2-S-8 jJg SCALE: 1 20'
16' 12' 6' PHASE DIAGRAM
E 1 23 4
3-S-8
(FUT. 2-S-3)
22' 1 22'
I ;
3333' rJ 6 7
NOTES Ej
FURNISH AND INSTALL 8 PHASE NEMA TYPE "90" CONTROLLER ASSEMBLY WITH DETECTOR SENSORS AND AUXILIARY
CITY
EQUIPMENT IN A TYPE 'P' CABINET WITH INTERCONNECT TERMINATION PER STANDARD DRAWING NO. 408. EXACT LOCATION (FUT. S- S-3) w * NO. DESCRIPTION OF REVISION DATE APPROVED
TO BE DETERMINED BY THE ENGINEER. SEE SHEET 1-CASE #3. EXIST. R26
2�— FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE WITH ONE 50A-IP CIRCUIT BREAKER FOR METERED SIGNALS, TWO 30A-IP TO REMAIN * = PERMISSIVE LEFT TURN PHASE CITY OF RANCHO C U C A M O N G A
CIRCUIT BREAKERS FOR UNMETERED LIGHTING AND ONE 15A-IP CIRCUIT BREAKER FOR METERED I.I.S.N.S PER STD. DWG. NO. 407.
3 FURNISH AND INSTALL OPTICOM MODEL 722 DETECTORS LOCATED ON MAST ARM WHERE SHOWN, PER DETAIL HEREON. 1 1/2" C/1-DLC Q�koFESS/ON
4 FURNISH AND INSTALL SIGN AS CALLED FOR PER STATE STD. PLAN ES-6T DETAIL U. ��"�O�S.
PR/NCIF cry TRAFFIC SIGNAL INSTALLATION PLAN
h
5 LOCATE ADVANCE DETECTORS 250' TO X-WALK ON EAST/WEST STREET AND 160' TO X-WALK ON NORTH/SOUTH STREET. NO. 16828
INSTALL BIKE PUSH BUTTON ON STREET SIDE OF POLE. CONNECT BICYCLE INPUTS TO CONTROLLER. EXP 6/30/01 FOR
5' J+9T� OF'CA0fO���� ARROW ROUTE & RED OAK STREET
970451 APPROVED BY: '`�,� j -
5 6X10' DATE: ,
fillCITY ENGINEER ,;/_ !�,A L X11, �, R.C.E. No.
NOTE. P
1—S-8 WPA TRAFFIC ENGINEERING, L INC. DESIGN RECOM ENDED
SPECIAL PROVISIONS FOR Underground Service Alert e j A 'TRAFFIC AND TRANSPORTATION ENGINEERING RLM
THIS WORK ARE ON FILE o Call: TOLL FREE 2J421 SAUTE/ POYNTE ORNVE SU/TE 190 LACUNA HILLS CA. 9265) (714) 460-0110 DRAWN SHEET
N THE OFFICE OF THE 1-800 RLM OF 3
422-4133 CHECKED DRAWING No.
CITY ENGINEER• TWO WORKING DAYS BEFORE YOU DIG sTZrV S pm*&E RCE 15828 OATS
W41
10
I A 1 I
1 I 1
, I I
I 1 1
I 1 1
1
"SIGNAL D3 0!
ao AHEAD" — —
I 1 I
I 1 I
o (2ea) I 1
Ulan UIJII N � i ,
O '
240' TO B.C.R.
LO
E D I S O N C T 3 R18-1 4 R26(S)*/R18-1 RS W17
BAND TO
TYPE 3 i i i i RS R1 2 STREET LIGHT POLE 4 W41 R26 S 4
* R26S ( )
IV ' ' r i I 3 TYPE IV ( ) "SIGNAL AHEAD"
2 3088 DETAIL NO PARKING HERE 3 (2ea) 3 TYPE 1(10) 2 TTYPE I(10)
2 ,TO CORNER R26(S)
I
4 R26(S)
00
EXIST. 2 ' ' i i W
I
' N+ J
80' POCKET _ 50' �� 2 �
1 — — — — — — — — — — — — — —
2
>.. 2 12" WHITE 8 SW 8„ SW iv O
D/2 60' 1R ANS — a — i7 A"— —N 50' OPEN 1,9 X20 — z, ,� "' 23
J
,_i
,2 50' SOLID i,a I ,. -
� TYPE IV 3 N �POCKET 50' OPEN 1 0L.F. 8 WHIT , W
-
m
s N —
,_� 50 `"C=pF F ,.� 100 L.F. 4" WHITE o ; W
A I , L
� 3 -12'1 HITE r---------- C/)TYPE IV 3 A i
EXIST. R26 A "STOP STOP 1 1 I
2 RS R1 A 1 REPLACE EXIST. 2 3 AHEAD SKIP YELLOW 4 R26(B) TYPE IV 3 ,
.� AHEAD RS W17
4 W41 3 SIGNAL AHEAD "NO PARKING R26 WITH R26(S) ON BAND TO "STOP"
280' FROM B.C.R. HERE TO ; A (2e°) (2e°) STREET LIGHT POLE (3ea) 3
AT ARROW ROUTE CORNER" i ; ; ; RELOCATE EXIST. R26(S)
I
I ; ' TO NEW STREET LIGHT POLE
w EXIST. R26(S)0 Ln
1 1
TYPE IV 3 ; A 0-_
N g
CIVIC CENTER DRIVE
' 2' I
I 1 A
� A I
I I I
� " I
N ! I CONSTRUCTION NOTES
I A I 1
� , I
I
' w ai 1 REPAINT STRIPING �-- REMOVE CONFLICTING STRIPING AND PAVEMENT MARKINGS. SEE GENERAL NOTES.
ALONG FRONTAGE
I N j
�— PAINT STRIPING PER CITY OF RANCHO CUCAMONGA STD. 133 UNLESS OTHERWISE SPECIFIED.
INSTALL THERMOPLASTIC PAVEMENT MARKING PER STATE STANDARD DETAIL OR
� LEGEND SHOWN.
Z (p ' EY INSTALL SIGN/POST UNLESS SHOWN OTHERWISE. SEE GENERAL NOTES.
SIGNING AND STRIPING GENERAL NOTES
m
" 0 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION
' ' ' STOP �
o z i i i 3 " THEREOF SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL,
4" BROKEN WHITE 1 AHEAD"
� MAINTENANCE MANUAL, AND STANDARD PLANS AND CITY STANDARD PLAN No. 133, UNLESS
I-'-' N m R26(B) i ! i , 2ea OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER.
I , 1 3 STOP m a REMOVE ' ' 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF
(3ea) 0 EXIST. °r°+ 4 2 1 EXIST. R26(S)
I 1 1 + R26 ,r, a .a , ' PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
d 0) N - I ! 4 '
CONSTRUCTION AND THE FOLLOWING PROVISIONS:
i i 1 IST. 2 N -� - i 1 1 A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS
i ! OTHERWISE NOTED.
ARROW ROUTE 4 W41 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET
------ --�_ 2 "� SANDBLAASTING.
°' 0 4" SW _ — -- ' _ `� �� C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE F
o � „ _ —' _ _ _-- _ " ``' INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
W ,i r-- ---�f----- -------------
�, I cis 8 SW ,� __- __� D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED
23 ' _ _ -------�- _--� PRIOR TO INSTALLATION OF STRIPING AND MARKINGS.
----= ---------
m - E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC
Q L__ __ __________________�___ _ --- - _ r ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS.
F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE
W TYPE IV 3 I AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH M
W THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLES OTHERWISE NOTED.
L/) ' -r-- ---------- G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND
I 1 nl rn I
BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED.
H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT
REPLACE EXIST. 2 4" BROKEN WHITE APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER.
R26 WITH R26(S) 4" DOUBLE YELLOW I I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE
1 PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS.
1 J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY
1 1 I I
AND STATE STANDARDS AND AS DIRECTED BY T HE CITY TRAFFIC ENGINEER.
1 1 I I r 1
1 1 1 I C 1 R ELL
3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN No. 401-A.
I 1 I I 0
CIVIC CENTER DRIVE RED 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN No. 401-B.
SEE BELOW
EXIST. R26(B)
0 1 /2 1 2 3
EXIST. R1 "HERE TO CORNER" EXIST. R26 mmme
— — — — — — — — — — 3 inches on original drawing
I SCALE: 1 "=40'
_ --- --- --- --- --- --- --- --- CITY
--- --- --- --- --- --- ---
--- --- --- --- --- --- ---
NO. DESCRIPTION OF REVISION DATE
rc} APPROVED
I -
�«i--------------------------- -------
—1 =- —
='=--------------------------------------------------m--- ---------�.-------------�-------------�r.-------------��-------------�:_---------------------�-----___------�-------------------------------------------r-- CITY OF RANCHO C U C A M O N C A
Q�yOFFIR/ N SIGNING AND STRIPING PLAN
O S. FIR/ '9<
LL L ��"�`v`�Oe, c(� �yG'
F r f _ 3 A
- - - - - - - - - � No. 16828 � Z FO R
'000000,00 V
m
oWc EXP. 6/30/01
RELOCATE EXIST. R26 RELOCATE EXIST. R26 RELOCATE EXIST. R26 RED 0 A K STREET AND CIVIC CENTER DRIVE
TO NEW STREET LIGHT POLE TO NEW STREET LIGHT POLE TO NEW STREET LIGHT POLE of cn��F ,
970451ST APPROVED BY: ,!'/ � .� � � ',� 1 DATE:
RED OAK STREET REPAINT CIVIC CENTER DRIVE I W CITY ENGINEER �- � �`C��� < R.C.E. No.
STRIPING AS REQUIRED WPA TRHFICENGINEERING, INC. DESIGN RECOM ENDED
SEE ABOVE rr"
- sroP 1 A TRAFFIC AND TRANSPORTATION ENGINEERING RLM iL 17-47
CIVIC CENTER DRIVE 2.742/ 5OU7H PO/N7F DRIW SU17F 190 LACUNA HILLS CA. 9265.T (714) 460-0110 ' DRAWN SHEET 3
RLM 3 OF
� r
CHECKED DRAWING No.
HeS ON S ARIAZ' RCE 16828 D17 1630-5
i,
I
ii