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HomeMy WebLinkAbout2020-270 70 __- m H 4mmw_=� 6.0 .. a_—a own mw gwmm� � �v wmms-� 4� �* W_m� �* � � �* �"moem"� m td -9 H a z Z r m GENERAL NOTES Z D Z (� m X F -i m Z 0� HJ ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND H H Z 0 I ��' 250' MIN 100' z lie m ru 7 6 ru � m 18' 7 �h 12' 8 D M L mty ~ � r � z D z X Z m �7 H 10 10 2 -� 9 '-' M H �R/W 6 D 18' 7 a 1 22 -1 7 = 12' a y 14 14' Z 12' _ Q M D 12' 14' 14' — ED — — — — 22' 147 22' m 18' 1 1 200' �- R/ W 1 711 - t n � 18' 12' IN 12' 200' 18' AMERON STEEL PLANT ENTRANCE 14 SLOVER AVENUE R 7,K S Iffmimpowl a --.Mg a.[ SCALE r = 40' 4 R/W d �I Ll F -A I A&m k Fm ®r � 20' 112/-8"'12' 20' 1 I 1 I I� R7,K �]N EXISTING STREET LIGHT PALE) REPLACE EXISTING W-17 WITH R-61 PER SHEET 1 OF 2 ,!Z6 200' ± A IA • W-41 C ON EXISTING STREET LIGHT POLE) Sis 1 i 11 1 I 1 1 PAGE 2 321 6 10. SIGNSSHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"X 2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH TO VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2"X 30" X 6 GAUGE, (non -perforated), TO FIT A 2" SQUARE STEEL POST, PRE -PUNCHED AT MID -POINT OF ANCHOR WITH ONE 7/1611 HOLE ON EACH SIDE, AND AT TOP. 11. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE CONSIDERED ONE LUMP SUM ITEM, COMPLETE, IN PLACE. THE LUMP SUM PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT FOR DOING ALL WORK INVOLVED IN, OR APPURTENANT TO, THE INSTALLATION OF TRAFFIC LINES AND/OR MARKINGS AND/OR MARKERS AND TRAFFIC SIGNS AS REQUIRED ON THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT PAINTING, INCLUDING SANDBLASTING OF EXISTING LINES OR MARKINGS, AND THE REMOVAL OF RAISED PAVEMENT MARKERS, SHALL BE AT THE CONTRACTORS EXPENSE. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 13. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 14. REMOVAL OF ALL SIGNS AND LEGENDS SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 4� � � mm =a =a 0 --mm w� =a mm-� �0 4� 4� 4mmw_=� 6.0 .. a_—a own mw gwmm� � �v wmms-� 4� �* W_m� �* � � �* �"moem"� 100' GENERAL NOTES 250' TRANSITION 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THESE NOTES. 3. PAVEMENT MARKERS AND TRAFFIC LINE (STRIPING) DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL. 4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE STENCILS. 5. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACING SHALL BE IN TWO (2) SEPARATE COATS. THE FIRST COAT IS TO BE APPLIED PRIOR TO OPENING A STREET FOR PUBLIC USE. A FINAL COAT IS TO BE APPLIED NO EARLIER THAN THIRTY (30) DAYS PRIOR TO ACCEPTANCE OF STREETS. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN THE STRIPING AND PAVEMENT MARKINGS, SHOULD ANY ADDITIONAL COATS BE NECESSARY. CONSTRUCTION NOTES THIS SHEETi 6. PAINT USED FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, 1❑ REMOVE EXISTING CONFLICTING TRAFFIC STRIPES BY SANDBLASTING, ARROWS AND PAVEMENT LEGENDS SHALL BE RAPID DRY TYPE PER SECTION 84-3 OF CALTRANS STANDARD SPECIFICATIONS, UNLESS NOTED 0 REPLACE EXISTING W17 SIGN WITH W41 (48') SIGN, PAINT 'SIGNAL AHEAD" PAVEMENT LEGENDS, OTHERWISE ON PLANS. 3❑ PAINT 12' WHITE X—WALK OR LIMIT LINE, 7. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE ® REMOVE AND SALVAGE EXISTING R-1 SIGN, COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. PAINT 8' WHITE LINE. 8. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO © PAINT DETAIL 8, STATE STANDARD PLAN A20—A, THE LATEST CALTRANS APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION 7 ❑ PAINT DETAIL 22 STATE STANDARD PLAN A20—A, SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS (DETAIL 21 EXISTS PRESENTLY, STREET NOT FINAL PAVED). OTHERWISE INDICATED ON PLANS. ® PAINT 8 -FOOT PAVEMENT ARROWS AS SHOWN ON THE PLAN. 9. MATERIALS FOR CONSTRUCTION AND INSTALLATION OF SIGNS, POSTS, M INSTALL R28(S) SIGN AND POST, MOUNTING HARDWARE SHALL MEET CITY REQUIREMENTS. 10 INSTALL R26(S) SIGNS AND POST AT 200' INTERVALS, REFLECTIVE SIGN SHEETING SHALL BE DIAMOND GRADE SHEETING FOR STOP CONTROL AND WARNING SIGNS AND HIGH INTENSITY GRADE 511 INSTALL W41 (48') SIGN, PAINT 'SIGNAL AHEAD' LEGENDS, SHEETING FOR ALL OTHER SIGNS. 200' �- R/ W 1 711 - t n � 18' 12' IN 12' 200' 18' AMERON STEEL PLANT ENTRANCE 14 SLOVER AVENUE R 7,K S Iffmimpowl a --.Mg a.[ SCALE r = 40' 4 R/W d �I Ll F -A I A&m k Fm ®r � 20' 112/-8"'12' 20' 1 I 1 I I� R7,K �]N EXISTING STREET LIGHT PALE) REPLACE EXISTING W-17 WITH R-61 PER SHEET 1 OF 2 ,!Z6 200' ± A IA • W-41 C ON EXISTING STREET LIGHT POLE) Sis 1 i 11 1 I 1 1 PAGE 2 321 6 10. SIGNSSHALL BE MOUNTED ON A "QUICK PUNCH POST" 2"X 2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH TO VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2"X 30" X 6 GAUGE, (non -perforated), TO FIT A 2" SQUARE STEEL POST, PRE -PUNCHED AT MID -POINT OF ANCHOR WITH ONE 7/1611 HOLE ON EACH SIDE, AND AT TOP. 11. THE QUANTITY OF TRAFFIC SIGNING AND STRIPING SHALL BE CONSIDERED ONE LUMP SUM ITEM, COMPLETE, IN PLACE. THE LUMP SUM PRICE IN THE BID SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT FOR DOING ALL WORK INVOLVED IN, OR APPURTENANT TO, THE INSTALLATION OF TRAFFIC LINES AND/OR MARKINGS AND/OR MARKERS AND TRAFFIC SIGNS AS REQUIRED ON THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT PAINTING, INCLUDING SANDBLASTING OF EXISTING LINES OR MARKINGS, AND THE REMOVAL OF RAISED PAVEMENT MARKERS, SHALL BE AT THE CONTRACTORS EXPENSE. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROLS AT ALL TIMES. 13. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 14. REMOVAL OF ALL SIGNS AND LEGENDS SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES.