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GENERAL SIGNING AND STRIPING NOTES
1. ALL, TRAFFIC' STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE RiFFLECTORIZFF)
AND STANDARD S17E ALL STRIPING AND MARKING DETAILS SHALL MATCH
CALTRANS STANDARD PLANS DETAILS, STENCILS FOR PAVEMFNT MARKING SF -AIL
MATCH CALTRANS STANDARD PLANS-
2. THE CONTRACTOR SHAL! RE -MOVE' ALL CONFLICTING STRIPES, PAVEMENT.MARKINGS,
AND RAISED PAVEMENT MARKFRS IN ACCORDANCE W)TH THE PLANS AND AS
DIRECTED BY THE FNGINFER. WORD OR 3YMBOL PAVEMENT MARKINGS SHAIJ. BE
REMOVED BY SANDBIASTING OR GRINDING A RECTANGULAR ARFA COVERING THE
WHOLE MARK7NG.
S. ALL CROSSWALKS SHALL HAVE 10 FEET lN 8FTWEF."N 7HE 12-INCH WH17F OR
YELLOW STRlilES_
4. ALL DOUBLE YELLOW SFRIPFS SHALT HAVE 3-INCH PAINT1,17) 81-ACK LINF
SEPARATING 7HE YELLOW STRIPES,
S. THE CONTRACT(..)R .SHALL FURNISH ANO INSTALL ALL TRAFFIC STRII:-)P3, RAISFD
PAVFME-N7 MARKFRS (RPMS), PAVEMFNT MARKINGS, AND SIGNS IN ACCORDANCF
WIT14 THE PLANS' AND AS DIRECTED BY THE ENGINFLR,
6, ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIM17 LINFS, AND STOP BARS
SHALL BE APPLIED WITH THERMOPLASTIC MATF-7RIAL, ALL 07HER FRAFFIC STIRPES
SHAIL. BE PAINTED IN TWO COATS,
7, ALI. RPMS SHALL RE K157ALLED WITHIN SEVEN WORKING DAYS OF ROADWAY
STRIPING ALL EXIS71NO RPM: WITHIN THE' PROJECT AREA SHALL BE REPLACED IN
KIND OR RFMOVED IN ACCORDANCE WITH THE PLANS, OR AS Dff?EC7T"__D BY' THE
ENGINEER,
THE CONTRACTOR SHALL INSTAL I.. STANDARL) SIZE' SIGN PANEL ON 2' SQUARE
PERFORATED STEEL FIJBF POS7 WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED
WITH %" RIVETS W17-1-1 57AINIFSS STEEL WASHERS, UNLESS OTHERWISE N07ED,
THE EXACT LOCAPON OF ALL SIGNS SHALL BF DETERMINED IN THE FIFLD BY THE
ENGINEER.
9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE W17-H THE PLANS AND
AS DIRECTED RY THE' ENGINEER, P-IE CONTRACTOR SHALL DELIVER REMOVED
SIGNS TO THE COUNT)" YARD OR AS DIRECTED BY THE ENGINEER
10, THE CONTRACTOR SHALT_
LAYOUT (CAT -TRACK) THE PROPOS0 SIGNING, STRIPING'
ANC:) PAVEMENT MARKINGS IN ACCORDANCE WFFH THE PLANS AND OBTAIN THE
ENGINEER'S APPROVAL PRIOR 7-0 ACTUAL INSTALLATION,
ll. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIff) TO ALL SURFACES
THAT WERE -SANDBLASTFD,
GENERAL CONSTRUCTION NOTES
1, ALL MATERIAL AND WnRl< SHALL CONFORM TO LATEST FI)ITION OF' il"OUNTY
OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND
STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DITVICES.
2, THE CONTRAC'70R SHALL NOTIFY UNDERGRQUND SERVICE.ALF T 11 AND
ALL CONCERNID UTILITY COMPANIES A 1EAST IWO WORKING DAYS IN
ADVANCF OF FXCAVATION,
LOCATIONS OF' ALL UNDERGROUND UTILITIES ARE APPROXIMATE THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCA17ONS AND VERIFY ALL
CONDITIONS ON 7HE K)R SITE PRIOR TO C'01AMENCING WORK, THE
CONTRAC70R IS' FULLY RESPONSIBLE FOR AL.I. DAMAGES OCCURRED DUE To
FAILURE TO LOCATF AND PRESERVE All UNDFRGROUND LITILITIE7,S. HAND DIG
AS NFFDFD ()R AS DIRECTED OR AS DIPFCTED BY THE FN(;INFFR UNTIL
CLEAR OF OBSTRUCTIONS,
3, THE ('",'ONTRACrOR SHALL BF RFSPONSIBLF FOR ANY CLEAN UP ON COUNTY
RIGHT -OF - WAY AFFF-(.TFD BY CONTAAC70R'S WORK, T141 CONTRACTOR
SHALI KFEP COUN7Y RIGH-OF-WAY CLEAN OF DFRRIS, WITH DUST AND
OTHER NUISANCES REING C'ONTIEOLLED AT ALL TIMES. METHOD OF S7REET
CLEANING SHALL. BE DRY SWEEPING OF ALI PAVED ARFAS, THFRE SHALL
BE NO STOCKPILING OF CONSTRU(710N MA7ERIALS WITHIN THE COUNTY
RIGH-OF- WAY WITHOUT F14E PERMISSION OF THE ENGIINEER,
4 .REF CALTRANS STANDARD PLAN ES IA, FS- IR, AND FS-IC FnR SYMBOLS
AND ARBREVIATION LFGENDS.
IEGEND�_CONSTRUCTION NOTES
CENTER LINE'
C&C CURB AND GUTTER
R/W RIGHT OF WAY
EXIS71NG COMBINATION STREET LIGHT,
STREET NAME AND TRAFFIC SIGNAL
EXISTING STRFET LIGHT
E'JV a I iv � E7 jRq
6879 AIRPORT DRIVE
RAIFRSIDE, CA. 92504
951 688-0241
DEVELOPER
PLANET' HOME LIVING
1451 QUAIL STREET SUITE 204
NEWPORT 13FACH, 6A 92660
TEL: 949547--2200
CONTACT.,
Nit
UNIT 19
UNIT 4
c�
LAJ
UNIT 20
UNIT 3
ct
EXIST, RIW
PER FIM 45168
RFC, DArF-
N0VFM8ER 1977
UNIT 21
IN17 2
EXIST TRAFFIC SIGNAL
AND STREET LIGHT
UN/7 22 UNI F I
EXIS FING
FD(',E OF PAVEMENT
140 L..Fl EXIST 4' DOUBLE YELLOW LINE RESTRIPE AS NECESSARY
EXIST, C&C
0 20 60
W_" '/ 7,1
10 40 80
S(`.,'ALE1- 1" = 20'
24"
--J
Pei
tr\
Z 0 N E
R2-1 (25) S IGN
NO I TO SCALE'
24 2p
CONSTRUCTION NOTES &_QUANTITIES
ol
INS -FALL STOP SIGN PFR CALTRANS STD Rl-_l__ .... ........ ...... ___ ....... I
FA,
(D
APPLY THERM (VI S70P BAR PEW CAI TRANS STD A24E ................ ... ____16
L.F
Q
APPLY FHFRMOPLASTIC ".S'TOP` PAVEMf._N7_ MARKING PER CALTRANS STD A24D ...... ... .22
S.E.
40,
/NS7A/ L R2---7 (25) SICN PER RID, CO. SID, NO. 1222. ... 1
EA,
Q
PLACE "NO RV PARKING" SIGN PER DETAIL HEREON (BY CONTR)ACTOIE),_. ...........
EA,
FI
INSTALL. R4-7 SION PER RIV SO STD, NO. 1222____.___ .... ...... 1
EA,
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