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Home My WebLink About3187-10 I I 61 J Q U U) Ep c -- --- EX. C&G-�T LO -- ---- --- ---- -- —--- -- — ------ --- --- -- --- --_ o� �i 4s 4X. MEDIAN �— tIa �s �, � � v-► -- T — ----- ----- -- — --- --- -- -- — — --—_----- —--------- — 9 cof L-75' 4 5 00 EX. C&G RW W / TYPE IV 1 EXISTING STREET IMPROVEMENTS AND SIGNING AND STRIPING .ate' cq �.to A� A/ co I co ; •; .. ! \ N I Ir IOf H PER BASELINE AVENUE IMPROVEMENT DRAWING NO. 2906. J '' P P I P I j 2 I R wo cn � 1 I \. 35 DRWY 8 z LU a o I w 0 Z Y Nof N U M TRANSITION It BASELINE� �M O N Orn n af a M d j + R/W -�- -- -- -- -- -- -- I -- -- 3- __----_— —_— -L C°— ----__---_—------------- - -- -- ---- --------- -- -- __--___—__—________—_ Ep c -- --- EX. C&G-�T LO -- ---- --- ---- -- —--- -- — ------ --- --- -- --- --_ o� �i 4s 4X. MEDIAN �— tIa �s �, � � v-► -- T — ----- ----- -- — --- --- -- -- — — --—_----- —--------- — 9 cof L-75' 4 5 00 EX. C&G RW W / TYPE IV 1 .ate' cq �.to A� A/ co I co ; •; .. ! \ N I Ir IOf H J J '' P P I P I j 2 I R wo cn � 1 I \. 35 DRWY W LU a a I w 0 50 L.F. o R m 40' DRWY a a TRANSITION It \ // J z c� N a Y AVENUE Of a i a — — —— — — CO G 't N= _ `t C N 4 L-159' — ---------- MEDIAN — — — — _ 1 TYPE— �j EX. ME_—� --�� N C EX. C & G 00 N a I a a w F U 0 W SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION) 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PLANS. 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139. 7. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STANDARD DRAWING NO. 1006. a t!. TYPE C RED—CLEAR REFLECTIVE PAVM'T. MARKER 50' DIRECTION 0 TRAVEL DETAIL 1 N.T.S. d - WHITE PVMT. STRIPING R/W N m SIGNING & STRIPING NOTES: 1O APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED ON PLAN. 02 INSTALL SIGN(S) ON POST AS SHOWN ON PLAN. O INSTALL SIGN(S) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. 04 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. O APPLY SOLID 12" WHITE LIMIT LINE OR CROSSWALK. O APPLY SOLID 4" WHITE STRIPE, PER DETAIL 1, HERE -ON. 07 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. ® INSTALL TYPE R7 SIGN AND K-1 MARKER AT MEDIAN NOSE PER CALTRANS STANDARD PLAN, A73A. O APPLY CALTRANS STANDARD STRIPING DETAIL 29 10 REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKINGS BY METHOD APPROVED BY THE ENGINEER WITHIN LIMITS SHOWN, UNLESSOTHERWISE SHOWN. 11 PROTECT EXISTING STRIPING AND/OR PAVEMENT MARKINGS. © PROTECT EXISTING SIGN IN PLACE. OR REMOVE AND SALVAGE EXISTING SIGN. N ow to 0a N z 1 Z � wo P m co D RECORD DRAWING THESE RECpOrBD DRAWINGS HAVE SFF_N P?-'FPARED, IN PART, ON THE PASIS or 1NFORmATION cj=a'7- ILEO AND FURNISHED RY OTHERS. THE ENGINFE ', 1�1L.L NOT 6E RESPONSIBLE FOR ANY EAROAS OR OMISSIONS WMICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. r r` 0 V) i co N z Z g a c z 0 - Ir 0 w z w Q w z w Q m J:\126-1307\STREET\traffic.dwg, 07/11/200203:11:23 PM, FS.