HomeMy WebLinkAbout6259-1SIGNING AND STRIPING GENERAL NOTES.
1. CONSTRUCTION PER— Sl— BE DBTAINEG FROM THE CRY OF PONT— DEP—LENT OF
ENGINEERING PRIOR TO THE —T OF AM' WORK. INSPECBDN COORDINKTKN Sl— BE
REQUESTED AT U— TNG —ING DAYS PRIOR TO THE BTART OF ANY WORK WFFHIN
PUBLIC RIGNT-OF-WAY VAM IN THE CRY UMRS. GLL (BOB) 35D--.
2. A WORK. NITERIAI$ EQUIPMENT AND -MN— TRAFFIC CDNIROL Sl— CONFORM TO
THEE: PUNS, THE CRY OF FOl— DESIGN STANDARDS. THE GIMB SPECML PROWSION$
SECTION E, CATRANS SIFNGRD PLANS AND SPECIFCADONS, GTESI EDRION% AND THE
CWFORINM NANU1 OF UNIFORM TRAFflC CDI R DEVICES. DATED 201k
3. R 51011 BE THE RESPONMHUDY OF THE CONTRACTOR TD MVNTAN TEMPORARY TRAFFlC
CONIIiDL AT ALL LINES
4. A SINS Sl— BE INSIALED PER CRY DESIGN STPNDVRD 40G, UNLESS OTHERWISE
SHOMN ON THE P— SONS AND SIGN— T ARE REMOVEG STMLL BE —GED TO
1HE CNY D.
5. XSTRIPING MD PAV£FIENT MARKINGS SHALL ALKYD
D iHPTASTC ERNDUNLESS
ERNSE NOTED.
6. SUBSNIUTE T E 'C' RASED PAVEMENI MARKERS FOR TYPE '0' MARKERS ON DETAIL DB
ON RON NI' NCH RASED MEDIANS
]. SUBSTITUTE DETAL - STRIPING FOR DEINL 12 STRIPING MR 0.DAG'AYS WITH RASED
NNSEO NfOMNS.
8. STRIPING AND PAVEMENT WAIQNGS TO BE REMOVED S BE REMOVED BY SAND—NG
OR O1HER APPROVED NEMODS. NONE OF WHICH SlW DAMAGE THE PAVEMENT. THE
'BUCK OUT' MEMOD OF RENOVAL 15 NOT PERIAMD, ANY PAVEMENT DAMIGED BY
REMG— S BE REPNRED PER APPROVAL OF THE CITY ENGINEER AT NO COST TO THE
cnr.
S. CONTROL POINTS OR 'CAT TRAFKING' SIMLL BE APPROVED BY THE CITY ENGINEER PRIOR
TO APPUCADON OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TNO
DAYS PRIOR MR APPROM OF TAT-CIONG.'
1O STRIPING AND PAVEMMENT N4ANNGS B— BE APPLIED IN ACCORDANCE WTRI
MANUFACTURERS SPECIFICATIONS.
CITY ENGINEER
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Ms below.
KaRCall Daro�a yoN aIN.
CITY OF FON TA NA, CALIFORNIA
SIGNING AND STRIPING PLAN
FOR
SAN TA ANA AVENUE AND CALABASH AVENUE
VICINITY MAP
N.T.S
SHEET INDEX.•
Bld. Numb- Dae-pSRa
1. TITLE SHEEP
SANTA AFM AVENUE AND C-11 AVENUE
SIGNING AND STRIPING PUN
2 SANTA ANV AVENUE AND CALaR.VSH AVENUE
SIGN LEGEND:
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ENSNG SIGN TO RENYN
IS NSCNL SCN NIG PoSf.
PY NSCNL 11ElilOPIASG PAVEMENT NUNNG AS SHONN PER
G-MUIm SfANGA�.
RL RBf1G1E IXBIING 9O1......
0 NSCNL T1EM.GPIASG 12' MUD NINE UNIT UNE OR CROSSYINN PER CA-MFCO STNUTAIS
® TEIRM CONFUG NG SMPING OR NUNNLS BY WET SWDS/6RNO RROCESS
Q NSCUL TIEMIOPUSTG 6' DOUSE IE11DN C MNUNE STRIPE PER CATPNNS SM PAN MBA DE NL 22.
NSCUL THINIOPIASID 6' MHUE NGNI EDGE UNE -PE PEA CALTNY6 MD. PUN MW - DEINL 2R.
ABBRE�IA TIONS.-
G/G - CURB AND GUTTER
E/P - EDGE OF PAVEMENT
V. = SIDE—
R/W - RIGHT6-WAY
PROP. = PROPOSED
P.P. = POWER POE