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HomeMy WebLinkAbout4012-1 SIGNING AND STRIPING GENERAL NOTES: SAN BERNARDINO COUNTY SIGNING AND STRIPING GENERAL NOTES: SAN BERNARDINO COUNTY SIGNING AND STRIPING GENERAL NOTES (CONT.): SIGNING AND STRIPING CONSTRUCTION NOTES: 1. TRAFFIC SIGNING AND STRIPING AND THE INSTALLATION THEREOF SHALL CONFORM 1. ALL SIGNING STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE 7. ALL EXISTING SIGNING, STRIPING, AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF 1 I INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN I MARKERS), ARROW OR LEGEND AS SHOWN. FONTANA, THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), MUTCD CALIFORNIA SUPPLEMENT PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF CONFORMANCE WITH THE CURRENT EDITION OF THE MUTCD AND THE MUTCD CALIFORNIA 2 INSTALL 12" WHITE CROSSWALK AND/OR LIMIT LINE. AND THE MUTCD 2003 CALIFORNIA CALIFORNIA SUPPLEMENT (DATED MAY 2004). TRANSPORTATION. SUPPLEMENT PUBLISHED BY THE STATE OF CLAIFORNIA, DEPARTMENT OF TRANSPORTATION. 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE.) 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC 3 INSTALL POST AND/OR SIGN AS SHOWN.DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) APPROVAL OF TRAFFIC CONTROL 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS. DEVICES PRIOR TO PROJECT ACCEPTANCE. 4 R1-1 SIGN AND POST TO BE REMOVED BY CITY PERSONNEL. 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY 5 REMOVE SIGN. REFLECTIVE SHEETING. SHOWN ON THE PLANS, (FHWA TYPE III REFLECTIVEREMOVE CONFLICTING STRIPING (INCLUDING RAISED PAVEMENT MARKERS) ) SHEETING. 6 BY WET SANDBLASTING. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(A) AND 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE PER CITY STANDARD DETAIL NO. 139. 303(B) MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, 7 REPLACE EXISTING SIGN WITH NEW. PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE c:±t ( ' 'LV TyPE V) 14-2110,3Lcc .J2 REMOVED BY THE CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT YELLOW-GREEN OR OTHER TRAFFIC CONTROL AT ALL TIMES. GRINDING OR AS DIRECTED BY COUNTY REPRESENTATIVE. REFLECTIVE SHEETING . 7. CONTROL POINTS OR "CAT-TRACKING" TO BE APPROVED BY ENGINEER TWO (2) WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY AS DIRECT BY THE COUNTY REPRESENTATIVE. STANDARD DETAIL 1006. LEGEND: 9, ALL CONFLICTING STRIPING AND MARKING TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E. 10. SEE DRAWING NO. 4011 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL PLAN. OS SIGNALIZED INTERSECTION 11. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. W 4 L 160' TRANSITION R26(S)(CA) 3 _ D 88' 3 R26(S)(CA) 3 R26(S)(CA) id 1 "AHEAD" DET "A" Z 44' 44' DET 9 1 W --,, 2' 32, ! © W3-1 1 DET "A" Q DET „A„ © W3-3 J DET 22III R2-1(35) 7 Q 14' 12' 12' 12' 14' _ I ' 1 DET 22 R26(S)(CA) CI- RANDALL Y p DET 38 g TVE VI AVENUE - � 1 DET 22 CD R26(S)(CA) 3 R26(S)(CA) 3 �35" I I 1-1 N 1 TYPE IV L 1 DET 9 1 "SIGNAL" R/W \ 41)1111111, R/ ( ) imiiamimimm R30(MOD) \'36(5‘ CA 2 mIF - - I Tr "NO PKG. OVERSIZEDV H " 4 d• t" C/G O G E o C/G '_ O O O (/ N - + N N _ . N N N N -- 0 N - N co c_ O o co MN 1 9•' 120' r4 •� N N N M `O Q CO (TYPE N r0 -NI 120 100' Tto _ - - 112' - - °' N 97' N N N Q to �, d I` ,Ilik:::-:::i 0 rn -C\I ' .. 1 CD lir *,..-- CV Cli 10 -T. -->li !, s" -J ..d. , MI 'IM , --D1 7c --- T' ---- 7/ __ - _- - i T - -- - ‘-lan_,..,-_-_-71 0 _ ,_ i 0? ,w Millt / / o z iii-ii 2 / 1111111.1171111 ' 35" 1 i DET 38 1 N. Cn . . 6E. \ \R1-14111/1 V / - EllTYPE VI Cr) 1 DET 22 F 1 R26(S)(CA) DET 37B R26(S)(CA) 3 v) E " ., 0 R26(S)(CA) 3 DET 9 114' © R48 13CA SIGNAL 1 C 14' 12' 1 z 12' ( ) 0 Z R26(S)(CA) © w 5 R2-1(35) 0 DET 9 ? TYPE vi z N TYPE IV(L) 1 / 0 L, 12 32' R48-1(CA) 3 W73A(CA)(RT) - X DET 38 1 Q 44' 44' 1 DET "A" L 1 TYPE IV(R) LLI LLI 160' TRANSITION 88' 127' TRANSITION z Q W3-1 5 z DET "A" 1 - W4-1A R3-7 W3-3 3 0 - 3 R26(S)(CA) 3 R26(SS(CRTA) J 6 6 - 6 i 6 J "AHEAD"I 1 n - 4EVERGREEN J DET ' A 1 "STOP" 1 W 4 LANE 2 1 "AHEAD" Ct R26(S)(CA) 3 z 1 DET "A" DET "A" 1 1 SIGNAL 1"=40'W 88' PINEDALE 1 DET "A" "SIGNAL" FONTLEE "45" i > 44' _ 44' AVENUE 1 I DET 22 AVENUE LAJ "STOP" - Q 32' 32' 1: 1 DET 38 R26(S)(CA) 3 I LANE ALDER f DET "A" I 1 14' 12' 12' 12' 12' 1 TYPE IV(L) W53 5 W3-1 3 R26(S)(CA) 2 R26(S)(CA) 3 I I � � 1 3 R26(S)(CA) "NEIGH. _, WATCH 3 W3-3 LU R1-1 I! DET 9 1 R26(S)(CA) 13 I k ( 1 DET 9 ,I - \ , L_ R/W I I R/W I Q ° ��° #1ui = k. 00 {� 0 I „i::::-:::1-:- ' R2-'1(45) - - �� - - O C/G "NO PKG. OVERSIZED VEH." C/G _ O ct O N - N - , - - - . - - N N J IN bp LL1 ,7-� OS 100' 120' "' N �' -48� 20' 100' NN N _ M co Q N - - - -- - - - - - to - -to - > - - - - N - o TYP. C/G v 7TTITTTI - - - - _ - - -cir of FONTAraco COUNTY Of SAN BERNARTNNO - V,---- ",-. ,- .,„ „, .--- -stmsalmwmiffmstsmom4 . . . . . . 1. /7C/G crfT . . . . -tom . . 1. R26(S)(CA) 3 / R/W TYPE IV(L) 1 RSI-t �R/W 1 I �i�'1 1 CAN „ 3 R26(S)(CA) - DET 22 1 3 R26(S)(CA) � DET A 1 z to "AHEAD" 1 R26(S)(CA) 3 16' 12' 12' 12' 14'1 I "45" - 1 DET "A" x z W3-1 5 "SIGNAL" 1 W3-3 3 DET 9 1 DET 38 1 46'4 32' �, 1 DET "A" R26(S)(CA) © E. z - - 44' 1 DET 22 DIANTHUS o1- LI z _ 307' TRANSITION DET "A" I 1 z 90' AVENUE270' TRANSITION-. C 6 6 6 N 1"=40' al W 40 20 0 40 80 0 z _ O N N O 50' ►I ` Li\ (SPP -rt/pe V 1fift�lN CrC(aE/��ll�a'��1 72_ (I'L PLANS PREPARED BY:`� , CITY OF FONTANA CALIFORNIA LERT hQ :5sAROFESS/pyq WILLDAN _ o Do ,„, 1 <9 ,� �e 13191 Crossroads Parkway North, Suite 405SIGNING AND STRIPING PLANCr �' �1oyy Industry, CA 91746-3497 ail DRAWNL, rn BY: ALDER AVENUE SCALE: DIAL Skiiiih 1Tu u RK N N0. 67583 (562) 908-6200R G 1"=40' QDIR. OF TRAVEL BEFORE IDADS BEFORE * EXP. 06-30-07 * UNDER THE SUPERVISION OF: DESIGNED BY: AT DATE: n 4" WHITE STRIPE YOU DIG v, YOU DIGLP'-'3/-4e, f R.G. RANDALL AVENUE 6/29/06 .- 9 CI V1� ++ ++ TOLL FREE 1-800-227-2600 lF OQ / CHECKED BY: APPROVED BY � DRAWING NO.: DETAIL A A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF 0A`\F `p '�•O� 1 NO SCALE REV. REVISION DESCRIPTION DATE ENGR. CITY DATE VANESSA MUN RCE 45729 DATE DATE: 7!/. 688 V.M. CITY TRAFFIC EN DEER R.C.E. 68819 4012 1 O