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HomeMy WebLinkAbout4262-3Q -R/W n EXISTING CURB---, O - -- R/W AND GUTTER -- O 64- N ° V rn I O I I cn I � � + O N i� N 14 ~ N SIGNING AND STRIPING GENERAL NOTES: . Ld 00 BOULEVARD 51+00 CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA CONSTRUCTION NOTES: 8" SOLID WHITE STRIPE, DETAIL 38. QLd to - n -�-- 12" SOLID WHITE CROSSWALK UNE. 0 0y 41 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. co 40 ° rn U) �J O TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON 50 Ld w O cn cnw Z_ — R/W - J (W . pqqlr_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS RELOCATE EXISTING SIGN BEHIND PROPOSED IMPROVEMENTS. 2 OR OTHER TRAFFIC CONTROL AT ALL TIMES. 2 co RL CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO 11 M -R/W n -- - - - -- N + _ PROPOSED CURB EXISTING CURB Q 64- N ° V rn 52+00 53+00 Q U -R/W n -- - - - -- _ + _ PROPOSED CURB EXISTING CURB Q 64- to ttoo co Y ccoo Y ttoo toCNo ° AND GUTTER AND GUTTER V nW nW rn a a t a I I I a l a d d I I I I I cn I � � I � I I i� BANANA AVENUE cn N SIGNING AND STRIPING GENERAL NOTES: 1 13' 9' 11' 11'44 12' 16' 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL BOULEVARD O CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA CONSTRUCTION NOTES: 8" SOLID WHITE STRIPE, DETAIL 38. 0 to o 12" SOLID WHITE CROSSWALK UNE. 0 0y 41 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. co 40 ° rn c0 O TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON 50 APPLY THERMOPLASTIC, O cn cnw ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, — R/W - 4" SOLID WHITE STRIPE. . pqqlr_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS RELOCATE EXISTING SIGN BEHIND PROPOSED IMPROVEMENTS. 2 OR OTHER TRAFFIC CONTROL AT ALL TIMES. APPLY THERMOPLASTIC, co RL CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO -- -- --R/W - - PROPOSED MEDIA 54+00 55+00 -- 10 - -- -- R/W- -- I �0 I I I ♦ v v I cn c I I 0- -• - - - - - - + 4 50' 2 1 7 50' 14 - O WN 50' 7 7 50' - 00 tJ 61+00 7 0 62+00 3 63+00 20C .0 Qm - �- - F- - I- Q 200' � 1 50' 3 7 50' 14 liJ W N 50' 7 I 2 50' Z 100' 7 U— R/W 11 — 14 F— Q FOOTHILL =R/W V_ n P, N n 0 Q Q c(0 v 16 1 16 v + _ + + + + + + + N 64- to ttoo co Y ccoo Y ttoo toCNo ° to V nW nW rn a a t a I I I a l a d d I a twt cn N0: cn cr Na: N to N w cn dzcn 5 1 6 i i 6 1 1 6 i� BANANA AVENUE cn N SIGNING AND STRIPING GENERAL NOTES: 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL BOULEVARD O CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA CONSTRUCTION NOTES: 8" SOLID WHITE STRIPE, DETAIL 38. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS APPLY/RE—APPLY THERMOPLASTIC, 12" SOLID WHITE CROSSWALK UNE. DATED, AUGUST 30, 2006 O 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON 50 APPLY THERMOPLASTIC, THE PLANS. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, O7 PER CITY STANDARD DETAIL NO. 4003, OR AS SHOWN ON STREET LIGHTS. 4" SOLID WHITE STRIPE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS RELOCATE EXISTING SIGN BEHIND PROPOSED IMPROVEMENTS. OR OTHER TRAFFIC CONTROL AT ALL TIMES. APPLY THERMOPLASTIC, 7. CONTROL POINTS OR "CAT—TRACKING" TO BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO 11 APPLY THERMOPLASTIC, WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD BIKE LANE SW13G6 AND BIKE LANE ARROW PER DETAIL 1003. MUTCD FIG. 9C-6 (CA). 9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL 13 APPLY THERMOPLASTIC PROVISIONS, SECTION E. 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 15 ON HIGHWAYS WITH RAISED MEDIANS. AND FURNISH AND INSTALL SIGN AS NOTED. 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER REMOVE EXISTING SIGN. CITY STANDARD PLAN. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION o NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WOR NG DAYS BEFORE YOU DIG FOOTHILL =R/W LO co1N 04 PROPOSED M€DLAN 56+00 57+00 58+00 N N O L �o o — o o — o o — o o — o -- — PROPOSED CURB AND GUTTER +I a I I + 4 I I I to I inw 6 BOULEVARD -H to 00 two ° c0 1+) to 0 rn N EXISTING CURBN 3 N r AND GUTTER PROPOSED MEDIAN )0 �/ 65+00 66+00 rl 14 04 R/W-- — -- -- -- PROPOSED CURB AND GUTTER T' C) 0I 0 N _ i0 N 64- �D V to two m twt O � a dzcn d i� cn 0 cn N 04 FOOTHILL BOULEVARD O SIGNING AND STRIPING APPLY THERMOPLASTIC, LO co1N 04 PROPOSED M€DLAN 56+00 57+00 58+00 N N O L �o o — o o — o o — o o — o -- — PROPOSED CURB AND GUTTER +I a I I + 4 I I I to I inw 6 BOULEVARD -H to 00 two ° c0 1+) to 0 rn N EXISTING CURBN 3 N r AND GUTTER PROPOSED MEDIAN )0 �/ 65+00 66+00 rl 14 04 R/W-- — -- -- -- PROPOSED CURB AND GUTTER T' C) 0I 0 = R/W — — oN i0 �D V to two m twt O � a dzcn d i� cn 0 cn 5 04 FOOTHILL BOULEVARD O SIGNING AND STRIPING APPLY THERMOPLASTIC, CONSTRUCTION NOTES: 8" SOLID WHITE STRIPE, DETAIL 38. O APPLY/RE—APPLY THERMOPLASTIC, 12" SOLID WHITE CROSSWALK UNE. O APPLY THERMOPLASTIC, DOUBLE YELLOW STRIPE, DETAIL 29. ® APPLY THERMOPLASTIC, LANE STRIPE, DETAIL 14A. 50 APPLY THERMOPLASTIC, TYPE IV ARROW AS SHOWN. © FURNISH AND INSTALL SIGN AS NOTED. O7 APPLY THERMOPLASTIC, 4" SOLID WHITE STRIPE. ® RELOCATE EXISTING SIGN BEHIND PROPOSED IMPROVEMENTS. 10 APPLY THERMOPLASTIC, 6" BIKE LANE UNE PER DETAIL 39. 11 APPLY THERMOPLASTIC, BIKE LANE INTERSECTION LINE PER DETAIL 39A (100'). 1© APPLY THERMOPLASTIC, BIKE LANE SW13G6 AND BIKE LANE ARROW PER MUTCD FIG. 9C-6 (CA). 13 APPLY THERMOPLASTIC PAVEMENT LEGEND AS SHOWN. 14 SANDBLAST ALL EXISTING CONFLICTING STRIPING AS REQUIRED. 15 REMOVE EXISTING SIGN AND FURNISH AND INSTALL SIGN AS NOTED. 1© REMOVE EXISTING SIGN. KI REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE TKF JOR t 101-1R TKE ENGINEERING, INC. �R 4446 CENTRAL AVENUE � RIVERSIDE, CA 92506 8 (951) 680-0440 ~ No.69984 ".9-30-0e EKING FAX (951 680-0490 ) �►�� IRY11EMNERR.C.E. No. 69984 EXPIRES: 9-30-08 EXISTING CURB AND GUTTER 11 PROPOSED MEDIAN c 67+00 11 68+00 —}- 59+00 T /w — -H Z N r- + N � U) m z cn o 0 -- 0 co O O 04 0 14 60 O Q LLJ N C-4 Ld LTJ LLJ ` V J 2 T-- U EXISTING CURB Q AND GUTTER M 1 to Q F- in 69+00 ■ I 0 N ♦ ° m � 0) I a� cn 3 6 I 6 I STREET IMPROVEMENTS FOOTHILL BOULEVARD EAST AVENUE TO CHERRY AVENUE GRAPHIC SCALE 40 0 20 40 80 160 1 V (IN FEET) 1 INCH = 40 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED COMMENCE WITHIN RTWOMYE S of THE SIGNING AND STRIPING PLANS DATE OF APPROVAL SHOWN HEREON MAW eYs FOOTHILL BOULEVARD A I 01 AND CARRIED FORTH IN A DILIGENT SWL AS SHOWN MANNER, THE CITY ENGINEER MAY DENMED BY: SIGNING AND STRIPING DAA; REQUIRE REVISIONS TO THE PLANS TO TMR STA. 50+00.00 TO STA. 70+00.00 JUNE 2007 BRING THEM INTO CONFORMANCE WITH MIKED BY. APPROVED BY: DTE DRAYM N0» CONDITIONS AND STANDARDS IN EFFECT. 7AqTMR j 42!�_ 1 3 CITY TRAFFIC ENGINQW R.C.E. No. 68819 4262 5 a^: C) 0 = R/W — — C) i0 N V — O � 70Ljj i� -�- - 04 W W Z Ld J co U ---R/W—= H Q I � GRAPHIC SCALE 40 0 20 40 80 160 1 V (IN FEET) 1 INCH = 40 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED COMMENCE WITHIN RTWOMYE S of THE SIGNING AND STRIPING PLANS DATE OF APPROVAL SHOWN HEREON MAW eYs FOOTHILL BOULEVARD A I 01 AND CARRIED FORTH IN A DILIGENT SWL AS SHOWN MANNER, THE CITY ENGINEER MAY DENMED BY: SIGNING AND STRIPING DAA; REQUIRE REVISIONS TO THE PLANS TO TMR STA. 50+00.00 TO STA. 70+00.00 JUNE 2007 BRING THEM INTO CONFORMANCE WITH MIKED BY. APPROVED BY: DTE DRAYM N0» CONDITIONS AND STANDARDS IN EFFECT. 7AqTMR j 42!�_ 1 3 CITY TRAFFIC ENGINQW R.C.E. No. 68819 4262 5 a^: