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HomeMy WebLinkAbout2909-1INTERIM STREET IMPROVEMENT PLAN JURUPA AVE./VOLANTE DR. INTERSECTION IND -R/W— = RIGHT OF WAY E.O.P. = EDGE OF PAVEMENT — — (R/W )-- — = EXISTING RIGHT OF WAY = TRACT BOUNDARY CONSTRUCTION NOTES OCONSTRUCT 6" A.C. DIKE PER CITY OF FONTANA STD. 136 & PAINT YELLOW PER CITY REQUIREMENTS OINSTALL CRASH CUSHION ( SAND -FILLED PLASTIC DRUM OR APPROVED EQUAL) PER CALTRANS STD. 5-10 OINSTALL TRAFFIC CONTROL SIGN PER CALTRANS STD. (TYPE PER PLAN) ® INSTALL TYPE 'F' DELINEATORS PER CALTRANS STD. 6-45 & 6-46 O PROTECT IN PLACE SOM AM N07ES INSTALL STOP SIGN PER CALTRANS STD. R-1 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, O CONTSTRUCT 3" A.C. OVER -95% COMPACTED NATIVE SOIL AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. ® INSTALL REFLECTOR STRIPS ON POWER POLE (TO BE I 2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. EXISTING MEDIAN VISIBLE FROM ALL DIRECTIONS) 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT AND APPLIED IN 2 SEPARATE COATS VARIES 4-16't INSTALL TYPE 'K' DELINEATORS PER CALTRANS 1 STD. 6-45 & 6-46 AS DIRECTED BY THE ENGINEER. VARIES -- 1O INSTALL TYPE 'L' DELINEATORS PER CALTRANS 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS IV 2,95 4-16 STD. 6-45 & 6-46 SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS. OTHERW ISE N coLp DATA TABLE 1 PAINT 4" SOLID WHITE STRIPE PER DETAIL ----------------------------- SHOWN ON THE PLANS. w -------- 15 27B OF CALTRANS MANUAL l� NO BRNG/DELTA RADIUS LENGTH ---------------------------- 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, Jo 1 173450'38" 2.50' 7 59' 2q 12 APPLY PAINTED 12" WIDE WHITE PER CITY STANDARD DETAIL 139. "' 4 h > 2 29'39'35" 69.31' 35.88' 2% t I ,2yo t STOP BAR PER 6-02.11 OF CT MANUAL 3 125' 02' 09" 3.00' 6.55'_..J 0 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS 28.12 4 N89004'00"E -- 11.78' --" - 13 APPLY PAINTED "STOP" LEGEND OR OTHER TRAFFIC CONTROL AT ALL TIMES. 5 90000'00" 3.00' 4.71' 7 PER FIG. 6-36 OF CALTRANS MANUAL r q JURUPA AVE. 6 N00056'00"W -- 34.75' 7, CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR 14 APPLY PAINTED ARROW, TYPE IV PER FIG. 6-38 OF CALTRANS TRAFFIC MANUAL TO PAVEMENT STRIPING APPLICATION. DETAK_ 'A' SECTION X X 5 REMOVE EXISTING MEDIAN CURB & MEDIAN SCALE 1"=30' NOT TO SCALE IMPROVEMENTS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION TI-!£ PLANNING ■ DESIGN s CONSTRUCTION - — p BENCH MARK: BASIS OF BEARINGS: CITY OF FONTANA, CALIFORNIA THE BEARINGS HEREON REQU I RED I MPROVEMENTS NOT Quo f E s s 1©lt !� SIGNING AND STRIPING PLAN FOR EL = 1077.40 ARE BASED ON THE COMMENCE WITHIN TWO YEARS OF THE ��o � A. T� �, TRACT STRIPING 16074 CENTERLINE OF JURUPA DATE OF APPROVAL SHOWN HEREON AIM �`�' ��� ��� yr 0- m 27556 YfZ ROAD, sUrTE 400 40 0 40 80 120 AVENUE SHOWN AS NORTH a s TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: CHISELED Bax IN 89.03'21' EAST PER CARRIED FORTH I N A D I L I GENT LAJ No . 43090 r" CONSULTING 76.8042 • FAX 909.676.7240. www.RBF.com RJB AS SHOWN DIAL TWO WORKING EASTERLY TOP CURB, PARCEL MAP NO. 12195, MANNER THE CITY ENGINEER MAY Exp. 3/31/04 INTERIM STREET IMPROVEMENT PLAN JOB NUMBER TAMARIND AVEj 60' P,M,B,158/28-40j FOR THE BEFORE DAYS BEFORE SOUTH OF TAMARIND CT,, REQUIRE REVISIONS TO THE PLANS TO s PRAEPA DE THYSUP ISION OF: DESIGNED BY: 15-100187 GRAPHIC SCALE YOU DIG PURPOSE ❑F THIS MAP r �IYI� �� • Y ❑ U DIG 500' SOUTH OF SL❑VER SAID BEARING HAD BEEN BRING THEM INTO CONFORMANCE WITH 'lF �o� MGH APP VED Y: DRAWING NO. TOLL FREE 1-800-227-2600 ROTATED CLOCKWISE CONDITIONS AND STANDARDS IN �F ��, DATE: D CHECKED BY: Z - 'j-- a j A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0"00'39' TO NORTH MICHAEL A. TY AN E N0. 43090 EXP. 3-31-04 MAT'`�09 1 89.04'00' EAST, EFFECT. 11'Y ENGINEER DATE: CURVE DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 0= 90000,00" 35.00 54.98 35.00 A.C. DIKE 2 0 90°00'00" 35.00 54.98' 35.00 " 4 0= 11°15 25 306.75 60.27 30.23' ' 5 &--11018' 54 308.20 60.86 30.53' ' 6 N89 04'00"E -- 251.71' -- " 7 0 180000'00' 2.00 6.28 ----- ' 8 N89004'00"E -- 121.54' -- " CONSTRUCTION NOTES OCONSTRUCT 6" A.C. DIKE PER CITY OF FONTANA STD. 136 & PAINT YELLOW PER CITY REQUIREMENTS OINSTALL CRASH CUSHION ( SAND -FILLED PLASTIC DRUM OR APPROVED EQUAL) PER CALTRANS STD. 5-10 OINSTALL TRAFFIC CONTROL SIGN PER CALTRANS STD. (TYPE PER PLAN) ® INSTALL TYPE 'F' DELINEATORS PER CALTRANS STD. 6-45 & 6-46 O PROTECT IN PLACE SOM AM N07ES INSTALL STOP SIGN PER CALTRANS STD. R-1 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, O CONTSTRUCT 3" A.C. OVER -95% COMPACTED NATIVE SOIL AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. ® INSTALL REFLECTOR STRIPS ON POWER POLE (TO BE I 2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. EXISTING MEDIAN VISIBLE FROM ALL DIRECTIONS) 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT AND APPLIED IN 2 SEPARATE COATS VARIES 4-16't INSTALL TYPE 'K' DELINEATORS PER CALTRANS 1 STD. 6-45 & 6-46 AS DIRECTED BY THE ENGINEER. VARIES -- 1O INSTALL TYPE 'L' DELINEATORS PER CALTRANS 4. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS IV 2,95 4-16 STD. 6-45 & 6-46 SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS. OTHERW ISE N coLp DATA TABLE 1 PAINT 4" SOLID WHITE STRIPE PER DETAIL ----------------------------- SHOWN ON THE PLANS. w -------- 15 27B OF CALTRANS MANUAL l� NO BRNG/DELTA RADIUS LENGTH ---------------------------- 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, Jo 1 173450'38" 2.50' 7 59' 2q 12 APPLY PAINTED 12" WIDE WHITE PER CITY STANDARD DETAIL 139. "' 4 h > 2 29'39'35" 69.31' 35.88' 2% t I ,2yo t STOP BAR PER 6-02.11 OF CT MANUAL 3 125' 02' 09" 3.00' 6.55'_..J 0 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS 28.12 4 N89004'00"E -- 11.78' --" - 13 APPLY PAINTED "STOP" LEGEND OR OTHER TRAFFIC CONTROL AT ALL TIMES. 5 90000'00" 3.00' 4.71' 7 PER FIG. 6-36 OF CALTRANS MANUAL r q JURUPA AVE. 6 N00056'00"W -- 34.75' 7, CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR 14 APPLY PAINTED ARROW, TYPE IV PER FIG. 6-38 OF CALTRANS TRAFFIC MANUAL TO PAVEMENT STRIPING APPLICATION. DETAK_ 'A' SECTION X X 5 REMOVE EXISTING MEDIAN CURB & MEDIAN SCALE 1"=30' NOT TO SCALE IMPROVEMENTS REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION TI-!£ PLANNING ■ DESIGN s CONSTRUCTION - — p BENCH MARK: BASIS OF BEARINGS: CITY OF FONTANA, CALIFORNIA THE BEARINGS HEREON REQU I RED I MPROVEMENTS NOT Quo f E s s 1©lt !� SIGNING AND STRIPING PLAN FOR EL = 1077.40 ARE BASED ON THE COMMENCE WITHIN TWO YEARS OF THE ��o � A. T� �, TRACT STRIPING 16074 CENTERLINE OF JURUPA DATE OF APPROVAL SHOWN HEREON AIM �`�' ��� ��� yr 0- m 27556 YfZ ROAD, sUrTE 400 40 0 40 80 120 AVENUE SHOWN AS NORTH a s TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE: CHISELED Bax IN 89.03'21' EAST PER CARRIED FORTH I N A D I L I GENT LAJ No . 43090 r" CONSULTING 76.8042 • FAX 909.676.7240. www.RBF.com RJB AS SHOWN DIAL TWO WORKING EASTERLY TOP CURB, PARCEL MAP NO. 12195, MANNER THE CITY ENGINEER MAY Exp. 3/31/04 INTERIM STREET IMPROVEMENT PLAN JOB NUMBER TAMARIND AVEj 60' P,M,B,158/28-40j FOR THE BEFORE DAYS BEFORE SOUTH OF TAMARIND CT,, REQUIRE REVISIONS TO THE PLANS TO s PRAEPA DE THYSUP ISION OF: DESIGNED BY: 15-100187 GRAPHIC SCALE YOU DIG PURPOSE ❑F THIS MAP r �IYI� �� • Y ❑ U DIG 500' SOUTH OF SL❑VER SAID BEARING HAD BEEN BRING THEM INTO CONFORMANCE WITH 'lF �o� MGH APP VED Y: DRAWING NO. TOLL FREE 1-800-227-2600 ROTATED CLOCKWISE CONDITIONS AND STANDARDS IN �F ��, DATE: D CHECKED BY: Z - 'j-- a j A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0"00'39' TO NORTH MICHAEL A. TY AN E N0. 43090 EXP. 3-31-04 MAT'`�09 1 89.04'00' EAST, EFFECT. 11'Y ENGINEER DATE: