The URL can be used to link to this page

Home My WebLink About3703-4W7 15, r ' 1 t W75* AT STA *1+45+ 'YPE T'T R/W • --�-- EXISTC& R26(S R:76eS) � N R--- / EXIST C & G HQGHFIELD DR. d g� R/W T .� R1 a �� ( EXIST C& G :1U V!%5 / ��, (';E�f;? I'�i�('�)JF�1'.rr�S� - -�I EASTui AVE. � � �� . 0 Y TP1r RAN _ 10 13)Jr_•.A1VUA t: H -.._.._. __ Tt__ �. _ _ � -�_ � 12 _ _ �- - _ ■ __ �� _ � - :- � � _ . .17 - - - .4 M2J. .' ry OF F"ONTANIA .- ten® - .- _-__ 50' lYP 50 { TYp) `� _ g 0 =1. " �` Lnto fir' �.. _._.,_.. -_. 1 -- ��. ..V,.. ;�. .r._...._.._...._ ...._._. '-=--{'-'---•-��.__-- .�_-.- ...._..__....=-- --___.._.�_.,..__-._.. �� _._-_. __._._.. �_.._-._.._....�.__._... �:.._....__ _ .._.�.,..._ -. - . P[f \'O 1' ge rvw. 0 / r7l li Cn �i Lm EAST AVE. 5 1±WYl fi �z • 1 ��yt Y/�`\ 1, Z T_ R--- / EXIST C & G HQGHFIELD DR. d g� R/W T .� R1 a �� ( EXIST C& G :1U V!%5 / ��, (';E�f;? I'�i�('�)JF�1'.rr�S� - -�I EASTui AVE. � � �� . 0 Y TP1r RAN _ 10 13)Jr_•.A1VUA t: H -.._.._. __ Tt__ �. _ _ � -�_ � 12 _ _ �- - _ ■ __ �� _ � - :- � � _ . .17 - - - .4 M2J. .' ry OF F"ONTANIA .- ten® - .- _-__ 50' lYP 50 { TYp) `� _ g 0 =1. " �` Lnto fir' �.. _._.,_.. -_. 1 -- ��. ..V,.. ;�. .r._...._.._...._ ...._._. '-=--{'-'---•-��.__-- .�_-.- ...._..__....=-- --___.._.�_.,..__-._.. �� _._-_. __._._.. �_.._-._.._....�.__._... �:.._....__ _ .._.�.,..._ -. - . P[f \'O 1' ge rvw. 0 / r7l li Cn �i Lm EAST AVE. 5 1±WYl fi �z • 1 ��yt Y/�`\ %a %F ■ ■u■ ■amara ■.v ■ ■ova .` ( N SIGNING AND STRIPING MNERAL NOTES: Q -APPLY 4" WHITE. LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL -12 1. ALL WORK, MATERIALS 'AND EQUIPMENT' FOR TRAFFIC SIGNING AND STRIPING SHALL []2 -APPLY TWO-WAY TURN PER CALTRANS STD. PLAN A20B, DETAIL 32 49' CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD PLANS &. SPECIFICATIONS OF THE STATE OF. CALIFORNIA (_DATED JULY, 2002). M -APPLY 8" CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38 12' TYP. THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE MUTCD DIRECTION 2003 CALIFORNIA SUPPLEMENT. .[11 -,SEE CIVIL PLAN, SHEET 3.6" 1-YP. OF TRAFFIC 6TYP 2. 'PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. APPLY PAVEMENT "MARKING ARROWS" PER CALTRANS STD. PLAN A24A, TYPE IV (R) 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. •6[]•. --APPLY PAVEMENT MARKING ARROWS PER CALTRANS STD. PLAN A24A, TYPE I.V (L) rn, Note . 4. -TRAFFIC'SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS.' TYPE C MARKER Rofdback supe at Crosswalk Ctosswalk/l.Imtt line SIGN SPECIFICATIONS, AND THE 2003 . MANUAL ON UNIFORM' TRAFFIC CONTROL DEVICES 7�} .APPLY 4" SOLID .WHITE. LANE LINE AND/OR EDGELINE (MUTCD), AND THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 4" STRIP RAISED MEDIANS' 'TRAFFIC SIGN . SIZE .SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. M -FURNISH AND INSTALL SIGNS) AND POST (.IF APPLICABLE) 49' 5. ALL SIGNS. SHALL' BE MOUNTED ON . A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, 09. -APPLY LANE DROP .STRIPING PER CALTRANS STD. PLAN A20C, DETAIL 37B X. PER CITY STANDARD DETAIL NO. 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS 10 REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING OR ARROW AS NOTED61' TYP. DIRECTION '11 REMOVE AND SALVAGE SIGN AND- POST TO;CITY YARD OR AS DIRECTED BY INSPECTOR 7. CONTROL POINTS OR "CAT -TRACKING" *TO BE APPROVED' BY THE CITY TRAFFIC ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 12 FURNISH AND INSTALL TYPE • H MARKERS PER CALTRANS STD PLAN A20B DETAIL 26 (MODIFIED) Underground Service Alert ,y,. Note 8. -CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD TYPE G MARKER Hod back stripe at Crosswel 13 APPLY 12" WHITE CROSSWALK STRIPING' Calk. T011 FREE DETAIL' 1006'. 14 SEE CIVIL P s STRIPED ROADS 4" STRIPE . 9: ALL CONFLICTING STRIPING, MARKINGS TO' BE REMOVED -BY METHOD AS DESCRIBED IN SPECIAL H- CVL LAN, SHEET 3. ! -800 PROVISIONS, SECTION E. 15 APPLY DOUBLE YELLOW LINE PER CALTRANS STD. A20A, DETAIL 22 Detail "A" 2 2 % - 2 6 0 0 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 N.T.S. ON ' HIGHWAYS WITH • RAISED MEDIANS. 16 APPLY YELLOW . REFLECTIVE PAINT ON - CURB RADIUS ALONG SOUTH MEDIAN NOSE 17. APPLY MEDIAN DOUBLE YELLOW LINE PER CALTRANS STD. A20B, DETAIL 29i TWO WORKING DAYS BEFORE .YOU DIG 18 APPLY 12" REFLECTIVE YELLOW STRIPING CALTRANS' PERMIT#: 08-04-N MC-;-' OZS SPEED LIMIT iPaSTED�: 45 MPH • CITY � OF RANCHO CUCAMONGA PL.ANNIND DEBIDIJ ■• CONSTRUCTION BASIS. OF BEARINCGS . BENCH MARK I t 6 CONCOUR IM 22o EAST' A NUE. APPROVED BY: 0FESS1ONTARIO, cALI-OR" GV64-5592 SHOULD CONSTRUCTION OF THE REQUIRED QR GNq CITY OF FONTANA o % FAx THE BEARINGS SHOWN HEREON AS IMPROVEMENTS NOT COMMENCE WITHIN Two - �� F FBF ■ ■ DRAWN BY: SCALE: N00011'30" IS BASED ON • THE• BENCHMARK N0. 366 YEARS OF THE DATE. OF APPROVAL SHOWN CO TEDLLO y`= CONSULTING PC SIGNING' ANIS STRIPING :PLAN. r1oRlz: 1"=40' CENTERLINE OF EAST AVE BETWEEN z DESIGNED BY: EAST AVENUE FROM Bt.�E AVENUE. 70 APF'ii0X1�AT®.Y VERT: N/A BASELINE RD AND FOOTHILL BLVD , CW No, USGS 8M #H9 1933 22 W HEREON AND CARRIED FORTH IN A DILIGENT ITY ENGI EER RCE 24953 60256 a - CLC PER . TRACT MAP 13213 INTERSECTION EAST. AVE. & MANNER, THE CITY ENGINEER MAY REQUIRE Exp 06/30/06 2000' 8'LY OF �8am AVENUE (SHEET 3 OF 12) REVISIONS TO THE PLANS TO BRING THEM DATE I °mss,. CIVIL • �, CHECKED 13Y. - BASELINE DATE: 12/29/04 . INTO CONFORMANCE WITH THE STANDARDS 'y" qrF OF CA1.��\CA�� 12 Z^�041, A. ELEVATION = 1240.04 IN EFFECT. ENGR's CRY JOB N0. APPROVED REVISIONS DATE pq� PROJECT MANAGER DATE, i 7 D DR. NO. SHEET NO. w 1 APPROVAL, APPROVAL. REGISTERED CML ENGINEER 65100112 TRAFFIC E R TE 1931 3703 4� OF 4 E n a J J ji 1, Z I 11 i !'IT'i, OF :1.3 (REAPPLY uj •. u. w > a < t' .1L. Lj ao CO •_j _j. g: `� g o �. %a %F ■ ■u■ ■amara ■.v ■ ■ova .` ( N SIGNING AND STRIPING MNERAL NOTES: Q -APPLY 4" WHITE. LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL -12 1. ALL WORK, MATERIALS 'AND EQUIPMENT' FOR TRAFFIC SIGNING AND STRIPING SHALL []2 -APPLY TWO-WAY TURN PER CALTRANS STD. PLAN A20B, DETAIL 32 49' CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD PLANS &. SPECIFICATIONS OF THE STATE OF. CALIFORNIA (_DATED JULY, 2002). M -APPLY 8" CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38 12' TYP. THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE MUTCD DIRECTION 2003 CALIFORNIA SUPPLEMENT. .[11 -,SEE CIVIL PLAN, SHEET 3.6" 1-YP. OF TRAFFIC 6TYP 2. 'PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. APPLY PAVEMENT "MARKING ARROWS" PER CALTRANS STD. PLAN A24A, TYPE IV (R) 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. •6[]•. --APPLY PAVEMENT MARKING ARROWS PER CALTRANS STD. PLAN A24A, TYPE I.V (L) rn, Note . 4. -TRAFFIC'SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS.' TYPE C MARKER Rofdback supe at Crosswalk Ctosswalk/l.Imtt line SIGN SPECIFICATIONS, AND THE 2003 . MANUAL ON UNIFORM' TRAFFIC CONTROL DEVICES 7�} .APPLY 4" SOLID .WHITE. LANE LINE AND/OR EDGELINE (MUTCD), AND THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 4" STRIP RAISED MEDIANS' 'TRAFFIC SIGN . SIZE .SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. M -FURNISH AND INSTALL SIGNS) AND POST (.IF APPLICABLE) 49' 5. ALL SIGNS. SHALL' BE MOUNTED ON . A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, 09. -APPLY LANE DROP .STRIPING PER CALTRANS STD. PLAN A20C, DETAIL 37B X. PER CITY STANDARD DETAIL NO. 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS 10 REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING OR ARROW AS NOTED61' TYP. DIRECTION '11 REMOVE AND SALVAGE SIGN AND- POST TO;CITY YARD OR AS DIRECTED BY INSPECTOR 7. CONTROL POINTS OR "CAT -TRACKING" *TO BE APPROVED' BY THE CITY TRAFFIC ENGINEER TWO WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 12 FURNISH AND INSTALL TYPE • H MARKERS PER CALTRANS STD PLAN A20B DETAIL 26 (MODIFIED) Underground Service Alert ,y,. Note 8. -CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD TYPE G MARKER Hod back stripe at Crosswel 13 APPLY 12" WHITE CROSSWALK STRIPING' Calk. T011 FREE DETAIL' 1006'. 14 SEE CIVIL P s STRIPED ROADS 4" STRIPE . 9: ALL CONFLICTING STRIPING, MARKINGS TO' BE REMOVED -BY METHOD AS DESCRIBED IN SPECIAL H- CVL LAN, SHEET 3. ! -800 PROVISIONS, SECTION E. 15 APPLY DOUBLE YELLOW LINE PER CALTRANS STD. A20A, DETAIL 22 Detail "A" 2 2 % - 2 6 0 0 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 N.T.S. ON ' HIGHWAYS WITH • RAISED MEDIANS. 16 APPLY YELLOW . REFLECTIVE PAINT ON - CURB RADIUS ALONG SOUTH MEDIAN NOSE 17. APPLY MEDIAN DOUBLE YELLOW LINE PER CALTRANS STD. A20B, DETAIL 29i TWO WORKING DAYS BEFORE .YOU DIG 18 APPLY 12" REFLECTIVE YELLOW STRIPING CALTRANS' PERMIT#: 08-04-N MC-;-' OZS SPEED LIMIT iPaSTED�: 45 MPH • CITY � OF RANCHO CUCAMONGA PL.ANNIND DEBIDIJ ■• CONSTRUCTION BASIS. OF BEARINCGS . BENCH MARK I t 6 CONCOUR IM 22o EAST' A NUE. APPROVED BY: 0FESS1ONTARIO, cALI-OR" GV64-5592 SHOULD CONSTRUCTION OF THE REQUIRED QR GNq CITY OF FONTANA o % FAx THE BEARINGS SHOWN HEREON AS IMPROVEMENTS NOT COMMENCE WITHIN Two - �� F FBF ■ ■ DRAWN BY: SCALE: N00011'30" IS BASED ON • THE• BENCHMARK N0. 366 YEARS OF THE DATE. OF APPROVAL SHOWN CO TEDLLO y`= CONSULTING PC SIGNING' ANIS STRIPING :PLAN. r1oRlz: 1"=40' CENTERLINE OF EAST AVE BETWEEN z DESIGNED BY: EAST AVENUE FROM Bt.�E AVENUE. 70 APF'ii0X1�AT®.Y VERT: N/A BASELINE RD AND FOOTHILL BLVD , CW No, USGS 8M #H9 1933 22 W HEREON AND CARRIED FORTH IN A DILIGENT ITY ENGI EER RCE 24953 60256 a - CLC PER . TRACT MAP 13213 INTERSECTION EAST. AVE. & MANNER, THE CITY ENGINEER MAY REQUIRE Exp 06/30/06 2000' 8'LY OF �8am AVENUE (SHEET 3 OF 12) REVISIONS TO THE PLANS TO BRING THEM DATE I °mss,. CIVIL • �, CHECKED 13Y. - BASELINE DATE: 12/29/04 . INTO CONFORMANCE WITH THE STANDARDS 'y" qrF OF CA1.��\CA�� 12 Z^�041, A. ELEVATION = 1240.04 IN EFFECT. ENGR's CRY JOB N0. APPROVED REVISIONS DATE pq� PROJECT MANAGER DATE, i 7 D DR. NO. SHEET NO. w 1 APPROVAL, APPROVAL. REGISTERED CML ENGINEER 65100112 TRAFFIC E R TE 1931 3703 4� OF 4 E n a J J ji