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HomeMy WebLinkAbout1818-8CITRUS "' ---- ---- -- — ---- — ---- — ---- ---- ---- ---- ---- Nd, ---- ---- ---- --- 1 ---- sssssasssassssassssssasaasaaaaa __ - asaasaaasasaassssasaaassaaaasaaaaasaaazsssssssszaszzzzszsse6ssssszsszzssssss ssssasssassssssasssas sssasa sas; O e' CN- 5 1 _ �F• O w -- Rt 400 ± 0 LIMIT LINE �5 INSTALL W41 & W41A SIGN & POST SCALE 1" = 40' M YwY M 270'± TO LIMIT LINE 16 --�� INSTALL W41 & W41A ;1 SIGN & POST SCALE 1" = 40' MERRILL INSTALL W41 & W41A SIGN & POST INS I ALL W41 & W41A SIGN & POST 0 N R E V I S I O N S ,,w � INSTALL W11 SIGN & POST 1 1 1 1 1 1 1 1 1 1 1 � I W W D z w Q 1 nO' I FFT TARN 1 ANF 270' I ANF IINF TRANSITION @6 INSTALL W41 & W41A SIGN &POST ,^, c� w 500'± TO LIMIT L un,, /zc"1 INSTALL W41 & W41A 6� O ---- ---- 1 ---- ---- ---- ---a— N -- - ---y =.a 7 N _O •--------------------------------------------------------------- ------------------------------------ -------------------------------------- — ---_ --- --- ---- --- ---�� -- `--- ---- ---- o � AVENUE INSTALL W41 & W41A SIGN & POST /x 270' LANE LINE TRANSITIONCL c� z O 100' LEFT TURN LANE 90' BAY CURVE 180' TAPER SCALE 1 " = 40' CONSTRUCT 50'± 4" THK. AC SWALE > w 425± TO LIMIT GRADE TO DRAIN 1 a _ _ _ _ _ _ _ _ 1 I � 1 1 �/ 1 / R/1 50 0 011- k*- ---,-4 1 1 1 I 1 I i INSTALL W11 SIGN b oncr_ / • 1 1 1 1 5 • 1 I \ I I � CC - 1 I \ 1 1 I F= \ n 1 ---- 1 1 , 6 (�, --r- ---- --- ---- 1 1�- �4aaaaaasae 33333 asaa asaa3aaaaaaasa. WV WV i n f --- -- — N 1 ---- ' ' 6nWl\1 ' - 1 �- -�---------------- T 1 i I,r , i-ri M 1 ------------ ---- ---- r7 ---- ---- ---- -- ---- '-- ---- -- ---- _ •- _ -- -- ?1 �i- 5 1 ¢� 0 N .3 _3333333333333333333333 333333a33333333pa33aa33a33333333333333333333333333a333333a333aa - - _ - 33aa3O3a3a333a33333333s3s333 �./ �, ---- ---- ---- _ ---- ti --- _ ---- _ ---- ---- �. ---- — ---- — ---- —� - ---- ---- N A VE N U E LO ---- --------T------------- ---- ---�- -- ----- I 1 O 'FH ry o Q .We 175' ----R/w--- -- -- GENERAL NOTES: 1. TRAFFIC STRIPES, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS AND STANDARD SPECIFICATIONS SECTION 84, JANUARY 1988. 2. REFLECTORIZE ALL STRIPES AND LEGENDS. PAVEMENT LEGENDS AND MARKINGS SHALL MATCH CITY STENCILS. 3. ALL CONFUCTING LINES, MARKINGS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED BY SANDBLASTING. 4. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS. CONSTRUCTION NOTES: 0 PAINT DOUBLE YELLOW LINES AND INSTALL RAISED PAVEMENT MARKERS PER STATE STANDARD PLAN A 20-A, DETAIL 22. 0 PAINT CHANNELIZING UNE AND INSTALL RAISED PAVEMENT MARKERS PER STATE STANDARD PLAN A 20-C, DETAIL 38. 03 PAINT LANE LINE AND INSTALL RAISED PAVEMENT MARKERS PER STATE STANDARD PLAN A 20-A, DETAIL 9. ® PAINT 12" WHITE UMIT OR CROSSWALK LINES WITH 10' SPACE BETWEEN LINES. 50 PAINT TYPE IQ LEFT OR RIGHT TURN ARROW AS REQUIRED PER STATE STANDARD PLAN A -24C. © PAINT TYPE .Z LANE DROP ARROW PER STATE STANDARD PLAN A-248. 70 REMOVE "STOP" LEGEND AND PAINT "SIGNAL" LEGEND IN EACH THROUGH LANE PER STATE STANDARD PLAN A -24C. ® INSTALL SIGN AND POST PER STATE STANDARD PLANS S41-3 AND S42-15. Q9 PAINT MODIFIED LANE DROP UNE WITH 3' STRIPE AND 9' GAP. INSTALL RAISED PAVEMENT MARKERS AT 24' INTERVALS PER STATE STANDARD PLAN A20 -C, DETAIL 37. ©0 CONSTRUCT 4" AC OVER COMPACTED NATIVEE, 11 REMOVE EXISTING CURB. Q RELOCATE EXISTING MAILBOXES BEHIND EDGE OF PAVEMENT. © REMOVE EXISTING TREES. ® EDISON TO RELOCATE POWER POLE. Q REMOVE EXISTING SPEED LIMIT LEGEND, PAINT AND CENTER NEW LEGEND IN TRAVEL LANE. 16 REMOVE EXISTING "STOP AHEAD" SIGN AND INSTALL W41 & W41A SIGN ON EXISTING POST PER STATE STANDARD PLAN S42-15. © INSTALL TYPE L MARKER. ® REMOVE EXISTING R1 "STOP SIGN" AND POST (BY CITY). 19 INSTALL F-1 DELINEATOR. ® INSTALL 12" x 18" R26(S) SIGN & POST PER STATE STANDARD PLAN S41-3 AND S42-15. a - N---- ---- 2 ---- ---- 5 ---- ---- -- ---- 1 ---- ---- -- - - - - - -�- - -- ---- ---- ---- v 2.a aaa33a3s sas sa3a aaaaanaaasaasaaaaa333aaaaa33a3 aaa3asasaaaaaaasa3aaaaaa a3a33333aaaa33aa saaaaaaaaaaaasaaaszs33a33s3ssaaaazsaaaaa3aaasaa3aasaaaa as 3assa3asaasasa33snass3sssass3zaa3aa3ss - __-- 1 __-_ -___ ---_ --_- t ---- --- ___ _ --- _- ---- --- — --_- ___ -- ---- ---- ---- Q nW B L VID BSI Consultants, Inc. PREPARED UNDER THE SUPERVISION OF: R E F E R E N C E S 1906 S. Commercenter E. aj 17 Suite 204 I a/2l 9 Son Bernardino, CA 92408 (714) 884-2500 R. dEJ 23006 EXP. 12/31/g3 DATE DESIGN: DRAFT: D.R.B. a R. 8. CHECK: DATE: D.R. 6/q0 QRpFESS/ pN9 CIO JERRY L c� HAHS m o NO. 23006 Exp. l2 —& 3 9 CIv\\. I\ I PER PLAN W Z 1 � v¢i i STRAIGHT GRAD 1® �__ EX— AC E INSTALL W41 & W41A ----_ _ 4" AC SIGN &POST EX COMPACnVE NATIVE ' COMPACTIVE NATIVE TYPICAL SECTION PAVING LEGEND CONSTRUCT 4" AC OVER COMPACTED NATIVE .................... REMOVE EXISTING PAVEMENT CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT 9 CAD BY: STRIPING, SIGNING AND STREET SCALE: DRB IMPROVEMENT PLAN 1=40 DESIGN BY: CITRUS AVENUE AT MERRILL AVENUE DATE: DRB AND ARROW BL D. 10 18 91 CHECKED BY: APPROVED DR. N0.: OF DR GINEER R, E.'ZGC Ro ISIS 8 /2160