Loading...
HomeMy WebLinkAbout5388-1 SIGNING AND STRIPING GENERAL NOTES EX. C/G J I 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF € v EX. C/G FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY ��++ CA EX. R26 S I X I WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO2 ( )( ) o w WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC o EX. R/W ,+o EX. R/W RIGHT-OF-WAY WITH IN THE CITY LIMITS. CALL (909) 350-7610. 100' TYPE G 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL / 34' 34' SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD -1 SPECIFICATIONS, THE STANDARD PLANS AND SPECIFICATIONS OF THE I __ I STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF 6" (TYP.) DIRECTION OF TRAVEL \_ I\\ UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 4" WHITE STRIPE 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN Aa____-- EX. CITY OF FONTANA SIGN, TEMPORARY TRAFFIC CONTROL AT ALL TIMES. DETAIL A I ___221____ _ I NO PARKING SIGN r r 4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, I 220 26 UNLESS OTHERWISE SHOWN ON THE PLANS. o+– EX. C/G 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD / EX. R10-7 EX. R1-1,SNS O R28(S)(CA)(RT) R28 S)(CA)(LT) THERMOPLASTIC UNLESS OTHERWISE NOTED. EX. R/W 135' TAPER ® 45:1 VALLEY BLVD ( _ R26(S)(CA) - - - 6. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" (WHITE LANE LINE) / d _ 0 _ _ - - MARKERS ON DETAIL 38 STRIPING ON ROADWAYS WITH RAISED EX. R/W — - - EX. R/W EX. C/G EX. R3-7 _ - EX. C/G EX. R3-7 0 R26(S)(CA) MEDIANS. I -_. .- TYPE F 7. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE JOIN EX. STRIPING - DELINEAT❑RS © L rf ' _ — + - - REMOVED BY SANDBLASTING. STA. 4+39.97 EX. EP -� a © 0Iv 250' 0 0 © 100' w_ �. 't. - - ,t. ,_ -8 v, oo O 100'© N 0 w r� 03 I ,:..tl....w...4...t_.e.r✓.,6.... __,_ ,> .,...a,s_a.4.n;:...,I :..t.va ,::...d...�._a w ,_.�:- 0 V• � � .-.. .-. J 8. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CENTERLINE OF IMPROVEMENTS 0150' w O - -- CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND R;.-. 0 - ---- N cn O LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL 0e 5+00 6+00 7+00 �,-_ 1 9+00 10+00 11+00 12+00 90 GAP 13+00 14+QO OF "CAT TRACKING.' ---------- 4----------- -F --- ----I---- --- f - ------- z m I — — I c — — I I N _ I _ _ o I -- r N — _ 90 GAP o 0 W 9. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE N o O -N_ o u HYDRANT LOCATIONS PER CITY STANDARD PLANS. / --4- rn _ O 0 00 N0 - ORIGINAL SURVEY CENTERLINE i O 0 0 - 100'0 150'0 0 0100' i Ii °? C-71.. 0 0 10. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO - THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS 270' TAPER ® 45: 1 444, AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. - - - (WHITE LANE LINE) -- - - ` �- -- ,-;,---="— 1 p EX. R/W ----- \---a np cT p ' SUfN EX. R/W EX. EP EX. R10-7, JIJr O R28(S)(CA)(LT) \,\ EX. C/G EX. R3-5(RT) EX. R/W EX. R3-5(RT) `� x I R28(S)(CA)(RT) EX. EP I - - \ ; EX. R28(S)(CA)(LT) II R1-1,SNS 1'` '` I 13' 18' EX. C/G W4 SIGNING AND STRIPING CONSTRUCTION NOTES A o ij i 01 APPLY 4" DOUBLE YELLOW CENTERLINE PER CALTRANS STD, PLAN A20A, DETAIL. 22 SIGN LEGEND EX. CITY OF FONTANA SIGN, I --\ - til NO PARKING SIGN 31 O2APPLY WHITE THERMOPLASTIC TYPE IV ARROW PER CALTRANS STD. \\\ " I PLAN A24A. 16 r NO _____;EL__ ____30' 0 APPLY WHITE SOLID LANE LINE A20A DETAIL "A". STOPPING - 60' -__ RIGHT LANE ---- OAPPLY WHITE THERMOPLASTIC 12" SOLID CROSSWALK AND/OR LIMIT LINE \AHEAD' ANY I� I' \ PER PER CALTRANS STD. PLAN A24E. \/ TIME O5 APPLY 4" WHITE LANE LINE PER CALTRANS STD. PLAN A20Br DETAIL. 12 W73A(CA) R26(S)(CA) I 06 REMOVE CONFLICTING STRIPING/ MARKING BY SANDBLASTING. (I ! - EX. R/W O REMOVE AND SALVAGE EXISTING SIGN AND/OR POST TO THE CITY YARD J v a IN A REUSABLE CONDITION. EX. R/W X -AHEAD EX. W3-1, 0 INSTALL NEW ROADSIDE SIGN ON POST PER CITY STD. DWG. 4003 ' W 1 R26(S)(CA) 0 APPLY 8" WHITE CHANNELIZING LINE PER CALTRANS REVISED EX. CURB -I- I I EX. C/G STANDARD PLAN A20D, DETAIL 38. I I Ii I 10 APPLY 8" DASHED WHITE LANE DROP AT INTERSECTION PER CALTRANS STD. PLAN A200, DETAIL 37B. o_ ST? 4 0 APPLY TWO-WAY LEFT TURN LANE STRIPE PER CALTRANS REVISED STANDARD PLAN A20B, DETAIL 32. A Eri - EX. R26(S)(CA) 446' TAPER r# 35:1 ) , LEGEND: - (TwLT) _ _...\--\ _ EX. R/W , ' Q W73(A)CA) EiT : (S)(CA) EX. W74(CA) EX. C/G EX. R26(S)(CA) - i-L 1 __ - I / 1 d REMOVE EXISTING PROPOSED o d - JOIN EX. STRIPING U'- JOIN EX. STRIPING = C. �! - - - STA. 15+34.58 - _ - - - - - - - - - - - - 0 STA. 19+52.20 IJ • _ CENTERLINE OF IMPROVEMENTS S' i• TYPE IV (L or R) PAVEMENT ARROW . 0 ►�? — _ — — — — — --- v N 0 N -' -=- .+Co 17+00 18+00 19+00N) 20+00 •. 23+ v M ROADSIDE SIGN `'� m N — - z Q w r ---- ! .- - ._I - I -- I — (- f I - I - - I I I I I 0 (w 1 - - - N TRAFFIC STRIPE OR MARKING / — — — — — — — — — — — — — ORIGINAL SURVEY CENTERLINE m © N JOIN EX. STRIPING J 65' TAPER ® 65:1 N JOIN EX. STRIPING v! 0 STA. 17+81.75 ( T) ('! STA. 19+02.53 ---\\--- -[ EX. R3-5(RT) EX. C/G EX. R/W North iniiiii 0 40 80 SCALE 1"=40' UNDERGROUND SERVICE ALERT USA REV. REvISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision Of : CITY OF FONTANA, CALIFO \ IA (USA) SHOULD CONSTRUCTION OF THE REQUIRED IUKOA CORPORATION ' I IMPROVEMENTS NOT COMMENCE WITHIN TWO °eROGEGui4 ITS THE LAW. �N U F PLANNING & ENGINEERING SIGNING AND STRIPING PLAN DIAL BEFORE 170_,,m,-FRT YEARS OF THE DATE OF APPROVAL SHOWN HEREON � � �� `F, 3190 C. Shelby StreetOntario, California 91764DRAWN BY VALLEY BOULEVARDSCALE.YOU DIG. "`" iAND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793 As Noted �� -.1/4.114,A"; Tel: (909) 890-9693 Fax: (909) 890-9694 ALMOND AVENUE TO - •116CITY ENGINEER MAY REQUIRE REVISIONS TO THE 4, EXP. 6/30/16 ,� _ DESIGNED BY: H _ DATE: CALL AT LEAST '� BENCH MARK:B.M. NO. 321 ELEVATION=1,124.03 I I 'fAV E N U E TWO WORKING DAYS ' Know Intars WOK PLANS TO BRING THEM INTO CONFORMANCE WITH ,S> CIV'L ,,`PTHE OF A BEFORE YOU DIG before ��' FOFCpao DESCRIPTION: BEING NCHHE MARKOP OF A FRE SURVEY HYDRANTISLOCATED CITY AT OF FONTANA WEST SIDE OF CITRUS BENCHMARK SNO. 321 _ CHECKED BY: APP'• D a ` �.� _ 1 QQ � DRAWING NO.: STANDARDS IN EFFECT. AVENUE OPPOSITE OF MALLORY DRIVE. DATE:940S - �� DATE: J _� 5388 1 1 MING G R.C.E. 75793 r NGINEER R.C.E. 51152