964yy_ss SIGNING AND STRIPING PLAN
TRACT NO. 31199
VICINITY
1SEC.30 T3S. R.5W
STRIPINGGENERAL SIGNING AND
TRACT BOUNDARY 1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORI ED
AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH
CALTRANS STANDARD PIANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL
MATCH CALTRANS STANDARD PLANS.
2. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS,
C) AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS
DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT IN S SMALL BE
REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE
WHOLE MARKING.
J. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12—INCH WHITE OR
YELLOW STRIPES.
12 4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3—INCH PAINTED BLACK LINE
SEPAR4TING THE YELLOW STRIPES°
. THE CONT CTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, ISE
PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, AND SIGNS IN ACCORDANCE
WITH THE PLANS AND AS DIRECTED BY THE ENGINEER.
. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP BARS
10 SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL ALL OTHER TR4FTIC STRIPES
14 7. ALL RPMS HALL BE ALL INSTALLEDD IN TWO WITHIN SEVEN WORKING DAYS OF ROADWAY
ASTRIPING, ALL EXISTING RPS WITHIN THE PROJECT AREA SMALL BE REPLACED IN
15 FIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE
CG ENGINEER.
RI W . THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE
EXISTING 7+ PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED
RIW RWITH 31s" IVETS WITH
OTHERWISE NOTED.
EXACTOCAION FAIG HALL WASHERS, E I FIELD THE
ENGINEER
15+00 � 14 � R�W � 9. THE CONTRACTOR SHALL REMOVE .SIGNS IN ACCORDANCE WITH E PLANS AND
7 � 1 0 00 CoupAS DIRECTED BY THE ENGINEER, THE CONTRACTOR SMALL DELIVER REMOVED
�- ��y� A- 5 � ��' SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER,
10. THE CONTRACTOR SMALL LAYOUT (CAT—TRACK) THE PROPOSED SIGNING, STRIPING
17+00 CSG 1 O0
15 RW AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS D OBTAIN E
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ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION.
2+00 11. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES
THAT WERE SANDBLASTED.
7
111-00
EXISTING 1. ALL MATERIAL AND WORK SHALL CONFORM TO LATEST EDITION OF COUNTY
® 0C C? R W OF RIVERSIDE .STANDARD PLANS, CALTRANS STANDARD PLANS D
6 21 e"I
I STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC
EXISTING � g t CONTROL DEVICES,
RIVV REMOVE EXIST 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE .ALERT 811 AND
40 DOUBLE ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN
16 YELLOW LIME ADVANCE OF EXCAVATION.
E "ISTING 2 P , LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE
CSG CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL
I CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE
E1STING I CONTRACTOR IS FULLY RES'PONS'IBLE FOR ALL DAMAGES OCCURRED DUE TO
STOP SIGN I FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG
EXISTING EXISTING STOP BAR AND �93s ss AS NEEDED OR AS DIRECTED OR AS DIRECTED BY THE ENGINEER UNTIL
EXISTING 4 DOUBLE
EXISTING RAW "STOP" PAVEMENT MARKINGYELLO LINE RESTRfPE CLEAR OF OBSTRUCTIONS.C G RESTRIPE AS NECESSARY AS NECESSARY J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY
RIGHT—OF—WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR
PROP.
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SHALL DEEP COUNTY RIGID—OF—WAY CLEAN OF DEBRIS, WITH DUST AND
-- 7 OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET
Q
_. � — __ _._.__. _ _ — __ . _ --—�_ CLEANING HALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL
BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY
RIGH—OF—WAY WITHOUT THE PERMISSION OF THE ENGINEER.
ra � ---- C&G
-- _ 4o SEE CALTRANS STANDARD PN ES-1A, E —IBg AND ES—IC FOR SYMBOLS
EXISTING AND ABBREVIATION LEGENDS.
_
EXISTING " DOUBLE
_ . --
YELLOW LINE
to
CENTER LINE
. EXISTING �.
m.. R/W CG CURB AND GUTTER
♦ RIW RIGHT OF WAY
24g 24"
OWNER Z APPLICANT
GRIFFIN ENTIAL
S _ 110 LINCDOLN AVENUE, SUITE 100
CIRTL 1 INSTALL 1-1 STOP SIGN PER CALTRANS STD...... 0 1 R 2 CN I
CORONA, CA 92882
TEL: 951-547-3500
APPLY` THERMOPLASTIC STOP BAR PER CALTRANS STD A24E ...................m.......na.......,.,.........16 L.
sg T TCD WS/TRAILERS AIL
APPLY THERMOPLASTIC STOP PAVEMENT MARKING PER CALTRANS .SID A24D ........,.°,.,°....22 S.F TWITHIN
AREAS
CID (D INSTALL W14-2 NO OUTLET SIGN PER CALTRANS STD..................... ..°..........1 EA. 0 50 1509 ENT
IAL -mroka-m
6V. CNTY. ORD 413
INSTALL R2-1 ( SIGN PER CALTRANS STD<,.......a.r..a...................°.°...°a...m..,m..,ma....r.,,4,...x,...,a.1 EA.
10
0 200 6879 AIRPORT DIVE
PLACE INO RV PARKING- ,SIGN PER DETAIL HEREON (BY CONTRACTOR)......a.,.°°.................a°..ti.1 EA. — ( RIVERSIDE, CA. 92504
SCALE 1 = 8 T 951— B— 1
INSTALL BLUE RETRO-REFLECTIVE FIRE HYDRANT LOCATION ED..a.. ................ E ° NOT T SCALE T T LL T LE
NOTA: SEAL—ENGINEER P ML 87 l SKEET NO.
WORK CONTAINED WITHIN THESE PLANS ..—.__ 2.5 MILES S TALO EA SIERRA AVENUE THE
I EC 7ON OF LA SI AVENUE D WCT A UE TO
I ;.; SHALL NOT COMMENCE UNTIL AN � � � THE I SECTI OF LA SIE A UE �3 ELS NTECOUNTY OF RIVERSIDE
ENC=ROACHMENT PERMIT ANDIOR A 9 2 OF
JAY LA SIERRA AVENUE, 3 FEET SOUTH
OF THE N T
SIGNING AND STRIPING PLAN
a
GRADING PERMIT HAS BEEN ISSUED, __...�.... ° CH
6879 Airport rive, R' e A 92504 CORNER A 6 FOOT CHAINLINK FENCE,° 2 FEET NORTH OF A
THE PRMATE ENGINEER SIGNING THESE PLANS IS RESPON,131131 E _ NWO. T 31 T tm( 1) 688-0 1 . 688-0599 AORKER POST A BRASS DISK, STAMPED ML 87 1971, SEI' IN
EREO ASSURING T E EVACCURACY IAND ANCIES ASS ASR DESIGN _ � � �� � ®� ® THE T OF g 3 ABM
� � � � � OF SHTS
Kwawmnbdm APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER . a� aP�� ��1 .:
SHALL BE RESPONSIBLE �`�3R DETERMINING ACCEPTABLE ISR Y DAF AIS .,;
DATE l � _ FOR, .0. COUNTY
� � SCALE.
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SOLUTION AND REVISING HE PLANS FOR APPROVAL BY THE REVISIONS tF DESIGNED BY: DRAWN Y: CHECKED Y: —� H: NOTED V: NIA GRIFFIN RESIDENTIAL 9113 FILE NOo
COUNTY. ENGINEER COUNTS