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Home My WebLink About328-SSNS lihjte �$k I � A>� W56/w A �\ 1. '1 7 r / STOP r � rilli 1V ort 4 '*'*40' 8-1 100' 7 �cIi 72 St NOTE: MOUNT R61 ON EXISTING POST. REMOVE do SALVAGE R26(S) ONL ONL R61-20.1 INSTALL ON NEW STREET LIGHT POLE //_91R26(S) 'STOP AHEAD' (2ea) -E! \ EX. R26(S) �$ R2(40) � "40" (2ea) EXISTING STRIPING TO REMAIN RM 50' INSTALL ON NEW / x 1 100 STREET LIGHT POLE 6 9 R26(S) 100* - v� �W17 6 100' 10 SNS s s t w-Wi ' C\ GAPS _ 5 R26(S) - - R26(S � � � 1 JIU t . 100' 4 60 I R26(S) Maple PI GENERAL NOTES 1. ALL DETAIL AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN No. 133, UNLESS APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. SUFFICIENT CONTROL POINTS AND SPOTTING MALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVES DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS NOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH THE CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. TRAFFIC SIGN SHALL BE INSTALLED PER CITY STANDARD PLAN No. 401-B. 9 R26 j z6 100' INSTALL ON NEW STREET LIGHT POLE lyjlee , r • SNS/It26(S 10 s - JOIN 5 50+8' � ss R26(S) 8 "AHEAD" (tea) EXISTING STRIPING INSTALL ON NEW INSTALL ON NEW ~\ TO REMAIN STREET LIGHT POLE STREET LIGHT POLE st / s s 4 s - - 9 R26 9 R26(S) 9 R26(S) }'C -'' INSTALL ON EXISTING 5 W41 STREET LIGHT POLE R26(S) �_ll _ ,,�s✓" , st "SIGNAL' (2ea) 's Ile 6 100' STRIPING NOTES R26( 5 -- -- REMOVE CONFLICTING STRIPING BY WET SANDBLASTING METHODS. R26(S) 9 a1 PAINT 12" SOLD YELLOW UNE PER CITY STANDARD DWG. No. 133. INSTALL ON EXISTING 22 PAINT 4" DOUBLE YELLOW PER CITY STANDARD DWG. No. 133. STREET LIGHT POLE 3I PAINT 4" DOUBLE YELLOW TWO-WAY LEFT TURN LANE PER CITY STANDARD DWG. No. 133. 1 PAINT 8" WHITE BARRIER LINE PER CITY STANDARD DWG. No. 133. EO PAINT 4" WHITE LANE LINE PER CITY STANDARD DWG. No. 133. 6❑ PAINT 4" SOLID WHITE LANE LINE PER CITY STANDARD DWG. No. 133 AT INTERSECTION AS SHOWN. �7 PAINT TYPE IV TURN ARROW. 80 PAINT LEGEND. AS SHOWN. 90 INSTALL SIGN. 10 INSTALL SIGN AND POST PER CITY STANDARD DWG. No. 401. 101 R26 R2(40)/R26 MN Foo thill A ve 7 _ --- --- i 1 _41 --------------------- ---------------- 1 "40" (2ea) Elm Street SEE SHEET 1 OF 2 FOR IMPROVEMENT ON ELM STREET on/cAN bncfc% Fuel , 1. ALL DETAIL AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN No. 133, UNLESS APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVES DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS NOR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I ALL TRAFFIC STRIPING AND MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH THE CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. TRAFFIC SIGN SHALL BE INSTALLED PER CITY STANDAR PLAN No. 401-8. ® REMOVE CONFLICTING STRIPING BY WET SANDBLASTING METHODS. E1 PAINT 12` SOLID YELLOW UNE PER CITY STANDARD DWG. No. 133. l PAINT 4' DOUBLE YELLOW PER CITY STANDAR DWG. No. 133. a3 PAINT C DOUBLE YELLOW TWO-WAY LEFT TURN LANE PER CITY STANDAR DWG. No. 133. D4 PAINT 8' WHITE BARRIER LINE PER CITY STANDAR DWG. No. 133. D5 PAINT 4' WHITE LANE LINE PER CITY STANDAR DWG. No. 133. a6 PAINT 4' SOLID WHITE LANE LINE PER CITY STANDAR DWG. No. 133 AT INTERSECTION AS SHOWN. a7 PAINT TYPE IV TURN ARROW. a8 PAINT LEGEND. AS SHOWN. ❑9 INSTALL SIGN. 10 PAINT 8' WIDE WHITE LANE DROP LINE PER CALTRANS STANDAR PLAN A20C, DETAIL 37B.