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HomeMy WebLinkAbout3771-11 lin 1 fit t mommm BASELINE AVENUE APPROXIMATE LOCATION OF JOIN EXISTING POWER POLE STRIPING APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF �'l 5' 112' 12, 13' 12' 1 18, POWER POLE POWER POLE FUTURE RIW APPROXIMATE LOCATION OF POWER POLE EXISTING CURB AND GUTTER �T �` � . .. . .... 0 0 < 0 00 - - - ---- - ---- CROSSWALK 1 To 7 _6 Uj mm 12 13 14 15 16 CN 17 18 Zo C14 rim 'b 50p 50' 50' b EXICG EXISTING CURB AND GUTTER . ... . ... .. . ... . . . ..... 'z- . . . . . . . ...... . .. . ...... .. . ...... . S" 411", . ...... . ..... moc RIW RIW RIW T 15' 115' 113' 11 '( 12' 12' 18' RIW j z HEMLOCK AVENUE cc) uj BASELINE AVENUE .4-01' R IM ad m ME Al Imm 40 no(mll > u qPM9 A 19P 51 A nn nn On 1p od 0 CL. RIW mom tI- m I I 230' TO BACK OF PEDESTRIAN CROSSWALK m ZIONL A EX R-1 / EX W3-1 TO REMAIN TO REMAIN R-1 W 4, �' , ", " � � " igm""AafYI ol "', Wril"ll �' M, � Jill M--4PPLY YELLOW STRIPE PER DETAJL 2. mal -1 APPLY PAVEMENT MARKING AS SHOWN. GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE STANDARD SPECIFICA71ONS OF THE STATE OF CALIFORNIA (DATED JULY 2002), THE MUTCD 2003 CALIFORNIA SUPPLEMENT (DATED MAY 2004), AND THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARDS STENCILS EXACTLY. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN PER CITY STANDARD DETAIL 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 6. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12 STRIPES PER CITY STANDARD DETAIL 1006. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DIRECTED BY ENGINEER. FuLo, z� � mmil", Filenome: L:\0wg\72107\HLMLQGK-55,dwg RIW LLJ I,LJ.J 11 Va 7 d wj hl" ljj� 0 m I I 230' TO BACK OF PEDESTRIAN CROSSWALK m ZIONL A EX R-1 / EX W3-1 TO REMAIN TO REMAIN R-1 W 4, �' , ", " � � " igm""AafYI ol "', Wril"ll �' M, � Jill M--4PPLY YELLOW STRIPE PER DETAJL 2. mal -1 APPLY PAVEMENT MARKING AS SHOWN. GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE STANDARD SPECIFICA71ONS OF THE STATE OF CALIFORNIA (DATED JULY 2002), THE MUTCD 2003 CALIFORNIA SUPPLEMENT (DATED MAY 2004), AND THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARDS STENCILS EXACTLY. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN PER CITY STANDARD DETAIL 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 6. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12 STRIPES PER CITY STANDARD DETAIL 1006. 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DIRECTED BY ENGINEER. FuLo, z� � mmil", Filenome: L:\0wg\72107\HLMLQGK-55,dwg