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HomeMy WebLinkAbout4226-3O REPLACE WITH NEW SIGN. O -. + � Z I - N O N w - -00 Q W 'Ir I— W APPLY 4" ;DOUBLE YELLOW UNE PER DETAIL 22, CALTRANS V) _ V) O V) / z W W w W o �_ CO 2 zQ U 8 w� O APPLY 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW =w U W V) DETAIL Q Q UNE PER DETAIL. 32, CALTRANS STD. PLAN A20B. PLAN A20D. O REPLACE WITH NEW SIGN. O -. + � Z I - N O ry Q Q WET SANDBLASTING. I- W APPLY 4" ;DOUBLE YELLOW UNE PER DETAIL 22, CALTRANS 5100' V) O I 4� 6� � � � — FTF cl A 1\ A -h W m 2 zQ 8 w� O APPLY 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW =w U W V) DETAIL 39A, CALTRANS STD. Q UNE PER DETAIL. 32, CALTRANS STD. PLAN A20B. PLAN A20D. in N 40 a SCALE: 1"=40' • 10 R7 -9a 0 D W41 C/G R/W 1 4 o F- LOK — X z R/W SCALE: 1"-40' Z a_ N � r 7 > 0 Q (=nn V ' N MATCH LINE STA 12+50 SEE LEFT ' EXST W 12 i E•P• c&c >� � STRIPING CONSTRUCTION NOTES �I o INSTALL 3 TYPE "F" DELINEATORS AT 25' O.C. n APPI Y d^ WHITF "NF PFR IIFTAII 14A_ (:A1 TRANS STD_ (n - 13 i zo 14 ry LjJ ZW E.P. U Q R/W] CYPRESS AVENUE :2 EXISTING R/W� OMNI R2-1(45) a) (j) a W Cr R/W 1.� U R4-7 TYPE K (CA) 10 "45" R26(S)(2 @R7 -9a 2 i .^ w Y J r w w w f� r r CV � w 0 NQ Ono Tprr 200' CV r w w — — — — — — — — — — C/G 4 R7 -9a 10 BASELINE SCALE: 1"=40' 10 R7 -9a C/G 4 17 14 4 N � r w� 21 � r _ p CV O in r - - — -- -- — --- C/G OMNI 19 R26(S) 0 R7 -9a 10 BASELINE GRAPHIC SCALE 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. I Fra- VTT .ate R/W R26(S)( - R26(S) 0 R/W 0 z CL En z F EnX W 0 13 r 100' 5 AVENIUE10 R7 -9a 10 R26A(S)(CA) O L0 u�cxaz�c EXST R/W 7 SCALE: :l"=40' 13 00 W m 7 8 Q Li I r Z W N 123 (050' Co J W r 0 R26A(S)(CA) 10 R/WAVENNUE 4 Q CYPRESS L10 10' ma in C-4 PLAN A20A. r O APPLY 50 LF 4" SOLID WHITE LANE LINE. O APPLY 8" WHITE UNE PER DETAIL 37B, CALTRANS STD. I 3 PLAN A20C, WITH TYPE C MARKERS. 13 PLACE 3 YELLOW RETRO -REFLECTIVE _.*_�DWY SHEETING (12" LONG) AND TYPE L-1(CA) O4 APPLY 8" WHITE LANE UNE PER DETAIL 38, CALTRANS OBJECT MARKER AS PER CHAPTER 3 7 PART 3, MARKINGS OF MUTCD STD. PLAN A20D, WITH TYPE C MARKERS. APPLY 8" WHITE LANE UNE PER DETAIL 38A CALTRANS 20 I 30' 31-9 � 16' 1 16' EXST R/W J 'I R26A(S)(CA) 10 I �---- R/W REPLACE WITH NEW SIGN. O ' STD. PLAN A20D. I REMOVE EXISTING SIGN AS NOTED -AND O APPLY 12" WHITE CROSSWALK OR LIMIT LINE. Q REMOVE CONFLICTING STRIPING BY WET SANDBLASTING. 7 O APPLY 4" ;DOUBLE YELLOW UNE PER DETAIL 22, CALTRANS 5100' DETAIL 39, CALTRANS STD. PLAN I 4� 6� � � � — FTF cl A 1\ A -h STD. PLAN A20A. 2 O o 8 w� O APPLY 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW 4 DETAIL 39A, CALTRANS STD. UNE PER DETAIL. 32, CALTRANS STD. PLAN A20B. PLAN A20D. in N CROSS REFERENCES: 18 TO 20 OF 36 o N APPLY 12" YELLOW CROSSWALK. SEWER IMPROVEMENT PLAN 3 TO 5 OF 6 N r r (U-) (� W 10 INSTALL TRAFFIC SIGN AS SHOWN. r W LIGHTING PLAN 1 OF 1 L w N co Q �V) V J 11 APPLY WHITE PAVEMENT MARKINGS AS SHOWN ON PLAN, T- o PER CALTRANS STD. PLAN A24C AND A24D. _ 200' 21 Cn 12 O APPLY YELLOW PAVEMENT MARKINGS AS SHOWN ON PLAN, �- � W PER CALTRANS STD. PLAN A24D. W m13 APPLY TYPE IV (L) OR (R) AND TYPE VI PAVEMENT ARROW -' - J AS INDICATED, CALTRANS STD. PLAN A24A. MATCH CITY Nlem 00 o W STENCIL SIZE. W rin U (n 14 INSTALL RAISED PAVEMENT MARKERS PER DETAIL 40, i- CALTRANS STD. PLAN A24D. Q - - 15 APPLY 4" DOUBLE YELLOW UNE PER DETAIL 29, CALTRANS STD. PLAN A20B. 16 21 R2-1(45) 16 APPLY WHITE BIKE LANE AND ARROW, PAVEMENT MARKINGS AS SHOWN ON PLAN, PER CALTRANS STD. PLAN A24A AND 10 R7 -9a A24E. 4 17 APPLY 4" WHITE UNE PER DETAIL 9, CALTRANS STD. PLAN 10 R4-7 A20A. TYPE. K (CA) R/W 18 APPLY 4" WHITE UNE PER DETAIL 27B, CALTRANS STD. PLAN A20B. 10 R26A(S)(CA) 19 RELOCATE EXISTING SIGN AND/OR POST AS NOTED. MATCHLINE STA 8+50 QO REMOVE EXISTING SIGN AND/OR POST AS NOTED. SEE BELOW n RELOCATE EXISTING SIGN AND POST AS NOTED AND 10 R7 -9a 10 R7 -9a REPLACE WITH NEW SIGN. TRAFFIC SIGNAL MODIFICATION PLAN 2 OF 3 © REMOVE EXISTING SIGN AS NOTED -AND REPLACE WITH NEW. Q REMOVE CONFLICTING STRIPING BY WET SANDBLASTING. + ©4 APPLY 6" WHITE UNE PER DETAIL 39, CALTRANS STD. PLAN I 4� 6� � � � — FTF cl A 1\ A -h A20D. TRAFFIC CONTROL PHASE 1 2 OF 16 0 Q APPLY 6" WHITE UNE PER DETAIL 39A, CALTRANS STD. PLAN A20D. in N CROSS REFERENCES: 18 TO 20 OF 36 o N STREET IMPROVEMENT PLANT SEWER IMPROVEMENT PLAN 3 TO 5 OF 6 N r r Q STORM DRAIN IMPROVEMENT PLAN 3 TO 5 OF 12 0 J _000 W LIGHTING PLAN 1 OF 1 L 10 R7 -9a 10 R7 -9a O TRAFFIC SIGNAL MODIFICATION PLAN 2 OF 3 -01 R25 0 W556 Q F1 11111111, + COMMUNICATION CONDUIT PLAN 1& 2 OF 5 N T I 4� 6� � � � — FTF cl A 1\ A -h TRAFFIC CONTROL PHASE 1 2 OF 16 0 A h -A in N TRAFFIC CONTROL PHASE 2 6 OF 16 0o o N N N r r Q W TRAFFIC CONTROL PHASE 3 11 OF 16 _000 W LIGHTING PLAN 1 OF 1 n t 71 S2 2;�4 �V) V J = STREET o w I I �I •- W DEMOLITION PLAN 2 OF 3 Z 0_ W 00 d' r Cf) o w r + �n no r Y J U �01 �ss'O� O N 2 77,� ail Z D_ S (D L 10 R7 -9a R7 -9a 10 ` ~ 59724 -�am R/W J rl.--,) TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AVENUE REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT A BUILT RCC.0RD DRAWINCr ►•4.11 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �ROFE� SS/Zo_'*'� � a � No. 3713 i o� E. 6/.30/08- OF /so% CIV1�- F��P OF CAL LO Exp. 12-31- I� any M4-54* fr CIV 1�► `pLd G27-2 21 �lr'OF �fA�� n M6-3 o i N W V) Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 0 BASELINE AVENUE IMPROVEMENTS 0 DRAWN BY: SIGNING AND STRIPING PLAN SCALE: Z BB BASELINE A VENUE ' - 40' w 2001 East First Street DESIGNED BY: DATE: m Santa Ana, CA 92705 gg ROM TA 3 00 TO STA 223+00 05-16-07 TEL: (714)568-7300 FAX: (714)836-5906CHECKED 8 : o AP 0 D BY: DRAWING NO.: 3 0 MR i S Or� % _Date. CITY ENGINE R.C.E. 51152 DATE: 4226 5 lc. ;r.; l