Loading...
HomeMy WebLinkAbout2654-1p 1 3 441' FROM BACK OF CROSSWALK m O ocf Li d- d - Q I II f3-- � I III I o� I II { 10 SCALE: 1`20) _ I � 66 I II 66 0 20 10 0 20 40 60 0' I „ i ry mod I z �- w I -s 2 2' { I 22' _! w �I II I:2 Icn w > I II I> w n I it I< Lz I III 1 w 01 II 10 / w I I I Lw / n1 II 0 — — — — —EXISTING RIGHT OF WAY w I III i w OI O EXISTING RIGHT OF WAY — — — — — — I — — zl � I I I I t_) X I 1 II ix w II Iw 1 III � Lo v U I n r71 V r7 L/6'►I1 V ,�,/'� ,''� _ � AVE N U E EXISTING EDGE OF PAVEMENT CD oj d- _ - 1 EXISTING CURB AND GUTTER EXISTING RIGHT OF WAY SIGNING AND STRIPING GENERAL NOTES,- 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL a CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, o AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. � �I 2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. I A/ 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. z uj co 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST x � CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM W � TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, 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 24 HOURS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES AS SHOWN. 9. REMOVAL OF STOP SIGNS AND LEGENDS TO BE COORDINATED WITH CITY OF FONTANA MAINTENANCE STAFF. REMOVALS SHALL BE PERFORMED WHEN SIGNAL IS READY TO BE TURNED ON. 10i A 2ROO I DIAL TWO WORKING BEFORE BAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING EDGE OF PAVEMENT cli U-) EXISTING BUSBAY �- EXISTING RIGHT OF WAY SIGNING CONSTRUCTION NOTES: Q M -INSTALL W41 SIGN ON EXISTING POST (QUANTITY - 3 EACH). � M -REMOVE EXISTING R1 SIGN AND POST (BY CITY FORCES)(QUANTITY - 4 EACH). 0 aREMOVE EXISTING W17 SIGN (QUANTITY - 3) E -REMOVE EXISTING W17 SIGN AND METAL POST (QUANTITY - 1 EACH). NOT USED NOT USED c� z co STRIPING CONSTRUCTION NOTES: �W 0- REMOVE CONFLICTING STRIPING/MARKING BY SANDBLASTING (QUANTITY - 936 S.F.). 2� APPLY 12" SOLID WHITE CROSSWALK MARKING (QUANTITY - 430 S.F.). O- NOT USED 4� NOT USED 49�' FROM BACK OF CR�SSWA�K 3DB__ a _ _ D AUTOCAD FILENAME: SHIGH_SIERRA_SP.M III I w > wI ► I I < wl >1 0-1 III 10 II I w I1 I O w, O1LLJ Ld I I I CD o 1 III I z w, OI II I x F ,® II W to I �� 22' -1 Lu III f I 66' , 11 ll 66' I A 2ROO I DIAL TWO WORKING BEFORE BAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING EDGE OF PAVEMENT cli U-) EXISTING BUSBAY �- EXISTING RIGHT OF WAY SIGNING CONSTRUCTION NOTES: Q M -INSTALL W41 SIGN ON EXISTING POST (QUANTITY - 3 EACH). � M -REMOVE EXISTING R1 SIGN AND POST (BY CITY FORCES)(QUANTITY - 4 EACH). 0 aREMOVE EXISTING W17 SIGN (QUANTITY - 3) E -REMOVE EXISTING W17 SIGN AND METAL POST (QUANTITY - 1 EACH). NOT USED NOT USED c� z co STRIPING CONSTRUCTION NOTES: �W 0- REMOVE CONFLICTING STRIPING/MARKING BY SANDBLASTING (QUANTITY - 936 S.F.). 2� APPLY 12" SOLID WHITE CROSSWALK MARKING (QUANTITY - 430 S.F.). O- NOT USED 4� NOT USED 49�' FROM BACK OF CR�SSWA�K 3DB__ a _ _ D AUTOCAD FILENAME: SHIGH_SIERRA_SP.M