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Home My WebLink About2055-1GENERAL NOTE 1 ALL WORK, MATERIAL AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STAN DARD SPECIFICATIONS FOR CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORMIA. 2. PAINTING PROCEDURE SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THESE GENERAL NOTES. 3. PAVEMENT MARKERS AND TRAFFIC LINES (STRIPING) DIMENSIONS SHALL CONFORM TO CALTRANS TRAFFIC MANUAL, 4. PAVEMENT LEGENDS AND ARROWS SHALL CONFORM TO CITY STANDARD MAINTENANCE STENCILS. 5. TRAFFIC STRIPES AND PAVEMENT MARKINGS ON NEW SURFACING SHALL BE APPLIED IN TWO (2) SEPARATE COATS. THE SECOND COAT TO BE APPLIED WITHIN 30 DAYS OF ACCEPTANCE OF STREETS. 6. PAINT FOR TRAFFIC STRIPING, CROSSWALKS, LIMIT LINES, ARROWS, PAVEMENT LEGENDS, AND CURB MARKINGS SHALL BE RAPID DRY TYPE PER SECTION 84-3 OF THE STANDARD SPECIFICATIONS. REFLECTIVE MATERIAL SHALL BE APPLIED TO ALL TRAFFIC STRIPES (EXCEPT BLACK PAINT) ON THE FINAL FINISH COAT PER SECTION 84-3 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORMIA AND CITY OF FONTANA. ALL CONFLICTING STRIPING SHALL BE REMOVED BY SANDBLASTING. 7. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKING AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. 8. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO CALTRANS APPROVED SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON CORRESPOND TO THE CALTRANS SPECIFICATION SHEET CODES. SIGNS SHALL BE THE STANDARD SIZE UNLESS OTHERWISE INDICATED. 9. MATERIALS FOR SIGNS, POSTS AND MOUTING HARDWARE, SIGN CONSTRUCTION AND SIGN PANEL INSTALLATION SHALL CONFORM TO SECTION 56-2 OF THE CALTRANS STANDARD SPECIFICATIONS. 10. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" Z X Z' (12 GA.) WITH 7/167 HOLES9 1- ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH TO VERY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 11Z' X 30" X 6 GAUGE, (NOPERFORATED), TO FIT A *2 $9 SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR WITH ONE 7116' HOLE ON EACH SIDE, AND AT TOP. 11. THE QUANTITY OF TRAFFIC. SIGNING AND STRIPING SHALL BE CONSIDERED THE UNIT OF MEASURE COMPLETE IN PLACE. THE UNIT PRICE 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 BY THESE PLANS. ALL COSTS FOR TEMPORARY PAVEMENT PAINTING, INCLUDING COSTS FOR SANDBLASTING OF EXISTING LINES AND MARKINGS, AND THE REMOVAL OF PAVEMENT MARKERS, SHALL BE AT THE CONTRACTOR'S EXSPENSE. 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. I PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED-, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. it WITH LESS TH R-1 BEHIND ' $9 ) t D ETA I L A_ N.T.S. NOTE: ENSURE 4&' CLEARANCE FOR WHEELCHAIR ACCESSABILITY IN SIDEWALK. —7 SIGNING & STRIPING FOR EMPIRE CENTER TF11[ a I CONSTRUCTION NOTES, (CONT) CONSTRUCTION NOTES 1,TEM D RIPTIOPNI ITEM DESCRIPTION R-10 WWII' SIGNS R- 1 STOP" AND STREET NAME SIGN (SEE DETAIL HER 3a, R -26(S) "NO STOPPING ANYTIME" SIGN, SPACING AS. SHOWN. PLAN RELOCATE EXISTING R-2 R-26 "NO PARKING ANY TIME" SIGN, SPACING AS SHOWN R-7 AND "K MARKER", "KEE P RIGHT' TYPE N- I MALIKEW W-56 SIGN W-11 SIGN @) R-18 "RIGHT LANE MUST TURN RIGHT" R-1 1 "DO NOT ENTER" 6-1) W-81 " > SIGN n F@ W-74( 361) THRU TRAFFIC MERGE LEFT CITY OF FONTANA @ W-75 " LANE ENDS MERGE LEFT" R -10A "ONE WAY" TYPE F-1 DELINEATOR MARKERS @ 50' O.C. COUNTY OF SAN BERNARDINO TYPE "N" OBJECT MARKER WITH 9—T YELLOW REFLECTORS. R-17 "NO LEFT TURN" AND, "U—TURN OK G-7 ADVANCE ST. NAME R-63 "DO NOT PAST W-75 36! MEDIAN CURB PROLONGATION—\,, 4$ A v STOP 2 SEE DETAIL HEREON 50' 4!' SOLID DOUBLE YELLOW TYPICAL CROSSWALK AND STOP SIGN- CONFIGURATION N.T.S. DETAIL B" AVENUE SAN BERNARDINO FWY I-10 - - - - - - - - - - - - - - - - -Z - - - - - - - - - - - - R 6-1 _-�w240.1. ""*-I ------------------------ R-61-26 R-61 -SPECIA12' SEE DETAIL C HEREON STRIPING 12" WHITE CROSSWALK (DETAIL BELOW). ae Q44soNw Ntz0_1,4A1 ZINx-,F C3 PROMO CENTER z "STOP" LEGEND. (SEE NOTE BELOW) SH ET NO. SHEET NO. 6 5-- C DT/T DM DIRECTION ARROW PAVEMENT MARKING. AS SHOWN T 4!' DASHED WHITE STRIPE. PER D`LTAIL 12 CALTRANS STD DWG A20 -A. —i r— — — vIf— — — LARGA WHERE CAP EXCEEDS 4' STRIPE TO JOIN CROSSWALK PER SIGNAL PLAN VOLANTE DRIVE INDEX MAP 1 of =800' AL /wvtno "'m&-co"w 4,W6. x;;,f2;P-t aen r.,ip REVISIONS %IAI DATE SLOVER AVE.. Uj >< SITE Zlj AM W LISO DR. ur_ . - Ld LLJ Q�MMILA k i z Z H CT. AVE. 011 N Uj 2146 COUNAY n JURUPAI AKI 0C* DETAIL City OF 0.1 NTS FONTANA R co VICINITY. MAP M Uj No.26229 m N.T-.S. Exp.3/31/94 (P CIM - OF AU� PITV nF7 �F_-nKITAKIA rAlw-IC-nDKIIA 4!' SOLID WHITE STRIPE. TAMARIND 8" SOLID WHITE STRIPE PER DETAIL 38 CALTRANS STD DWG A20 -C. COURT 4� SOLID DOUBLE YELLOW PER DETAIL 22 CALTRANS STD DWG A20—A. 6' SOLID YELLOW LINE PER DETAIL 27A CALTRANS STD. DWG. A208. TYPE F-1 -DELINEATORS (WITHIN ROAD BED) MARKERS @ 151 0. C. 4! SOLID DOUBLE DOUBLE YELLOW PER DETAIL 29 CALTRANS. STD DWG A20-8 9' DASH WHITE STRIPE SIMILAR TO DETAIL 37 CALTRANS STD DWG A20—C N (3'� PAINT, 9' GAP) C,, 4, �ro D141q 1Z r, e4,, f CONST. 6! A.C.- BERM WITH YELLOW REFLECTIVE PAINT PER CALTRANS SANTA ANA SEC. 84-3 TYPE A. AVItIl Z,60M 7-YRcz_ Y-1 F— —FVE�Fuf CONST. d' A.C. BERM WITH WHITE REFLECTIVE PAINT PER CALTRANS SEC. 84-3 TYPE A. TYPE G-1 DELINEATORS (WITHIN ROAD BED) MARKERS 0 50' O.C. TYPE `R' MARKER 41 rZ1,eA1 a1VZ Y A N NOTE—STOP BARS RECON -0 -DRAWING Tj THE LOCATION OF STOP BARS SHALL BE CHECKED AND APPROVED BY THE CITY J lftfftflOh INSPECTOR PRIOR TO STRIPING. on this drawlnR Ik Obtained from others a MuSt be Aft d In Ithe fimd hy Anyono D( rid Or to @ W., 4-1 5YA%100L(C_'4 StcaNAL Amc-Av &AAWE COnght6ft HALL A, rnpEm'AN, vc. use or FRWY. is not ftspontible for 0�""rtlnns, All SAN BERNARDINO a I facilltres can be rnndlly s abovegroung W and Verified bv H14111111141111611H1111661if Hli!! . ............... .&I am 011 !"11 HIHM HI I HH11 the parties that B JOYEE AVE. Lj %IAI DATE SLOVER AVE.. Uj >< SITE Zlj AM W LISO DR. ur_ . - Ld LLJ Q�MMILA k i z Z H CT. AVE. 011 N Uj 2146 COUNAY n JURUPAI AKI 0C* DETAIL City OF 0.1 NTS FONTANA R co VICINITY. MAP M Uj No.26229 m N.T-.S. Exp.3/31/94 (P CIM - OF AU� PITV nF7 �F_-nKITAKIA rAlw-IC-nDKIIA