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HomeMy WebLinkAbout4926-1�I I I • �I II II I W3-1 2 BI I W3=3 1 ---►�I E• I A "SIGNAL' III II I 1 , fj II i A II C:D�I !i II I II i 1 , LLI -11 III_ Q ERRILL �, 30' 6 3 ' , AVENUE it 20' 20' .I I , II II LIMITS OF STRIPING/SANDBLASTING R26(S)(CA) J❑IN EXISTING STRIPING LIMITS OF STRIPING/SANDBLASTINGII II it A TYPE IV ---a-400' TO PALMETTO AVE JOIN EXISTING STRIPING 4�� IA -1 DET, 9 4 405' TO PALMETTO AVE II II 20' 20' II ( ( A I 4 WHITE 50, B W3-1 2 R1 -1+R1-4 A DET, 38 150' W3-3 1 1 R28(S)(CA)(RT) 1 B CSS j B A DET, 22 R28(S)(CA)(LT) 1 A "SIGNAL" R26(S)CCA) - "AHEAD" R1 -1+R1-4 2 B -------------------- ----------- ---------- - -- -- --------------------------------------------- ---- -- ------------ -- --- A TYPE IV cu I y wI N N —� — _ - - — - - 00 44Zo I r+ _ _ _ I N -_ . -_ -_ - _ -_ -_ T. — — N N A r - i 'SIGNAL" A�j B I .---------------------------------------------------- -- ---------------------------------- ---- B TYPE IV A B - 2 R1 -1+R1-4 A W3 1 -AHEAD' �' (T B R28(S)(CA)CRT> 1 I I Sid - 2 DET. 22A '� W3-3 1 DET, 38 150' A B 21� B R26(S)<CA) I' it 19 1 4" WHITE 50' A '� (I I' II I f --x-90' BAY TAPER 125' APPROACH TAPER R28(S)(CA)CLT) 1 B DET, 9 R--' R1 -1+R1 -4m_-11 125' APPROACH TAPER 90' BAY TAPER TYPE IV A R26(S)(CA) LljI ' 1 I-II � II SIGNING AND STRIPING GENERAL NOTES - 1.IGNING AND STRIPING SHALL NOTE: THIS PARCEL (NO. 0194-041-29-0000) ALL WORK, MATERIALS AND EQUIPMENT FORS CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA IS OWNED BY THE CITY OF FONTANA STANDARD DETAILS, THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (DATED VETERANS PARK SITE 'i II II 2010), THE STATE OF CALIFORNIA STANDARD PLANS (DATED 2010), AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES DATED JANUARY 2012. o I II II II 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. ui 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON I; ' THE PLANS. (a; ; .i 22 18 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, 30' ' PER CITY STANDARD DETAIL NO. 4003. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS ! II ' II ' I, OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. CONTROL POINTS OR CAT TRACKING TO BE APPROVED BY THE ENGINEER TWO I , WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 1003. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL ij II PROVISIONS, SECTION E. 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 'SIGNAL" A ' I 2 W3-1 1 W3-3 ON HIGHWAYS WITH RAISED MEDIANS. 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS I' II lI 1 PER CITYSTANDARD PLAN. 12. SEE DRAWING NO. 4925 FOR TRAFFIC SIGNAL INSTALLATION PLAN. STRIPING CONSTRUCTION NOTES SIGNING CONSTRUCTION NOTES AO APPLY STRIPING OR LEGENDS Ol INSTALL SIGN(S) ® REMOVE EXISTING CONFLICTING STRIPING/LEGENDS 20 REMOVE SIGN(S) BY SANDBLASTING REFRESH "AHEAD" LEGEND *SEE SIGNAL PLANS FOR ANY ADDITIONAL SIGNS REQUIRED PER PLANS. NOTE: REFRESH ALL STRIPING AND LEGENDS LEGEND WITHIN 500' OF THE INTERSECTION AS NECESSARY 0 SIGNALIZED INTERSECTION