Loading...
HomeMy WebLinkAbout2779-6l � I SEE LEFT SIGNING GN NG AND STRIPING NOTES . I I 1.+ � END TRANS. JOIN I 4 I ,217+56 END CONSTRUCTION NOTES = I EXIST. CL STRIPE 3 PROP. ELY EP 6 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO ! - , ; 1 , I ` � � TRANSITION THESE PLANS AND THE STANDARD SPECIFICATIONS AND STANDARD PLANS OF THE STATE APPLY 4" SKIP WHITE LANE, (DETAIL 9}. I 1 1 - 14 APPLY TYPE "F-2" MARKERS @ 100' INTERVALS 1 , OF CALIFORNIA DATED JULY 1992 (NON-METRIC EDITION). --- # 13' _ 2 APPLY 8" SOLID WHITE STRIPE (DETAIL 38) 15 INSTALL W17 SIGN "STOP AHEAD" AND POST. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. I I (3)APPLY SOLID 4" DOUBLE YELLOW,DETAIL 29). 3 APPLY "STOP" & "AHEAD" PAVEMENT LEGENDS AS SHOWN 6' 217+11 3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. BEGSTRIPE 16' (I I . 11Z 4 APPLY ARROW OR PAVEMENT LEGEND AS SHOWNI ? 13 ( TRANSITION ( 3 5' I - 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD ON PLAN. 17 INSTALL R34-2 SIGN "NO U/LEFT TURN" ON POST OR ST. LT. STD. I I wCL 18 INSTALL TYPE "P" MARKERS w I I I I mo BINDER AND SMALL BE APPLIED PER SECTION 84 OF THE CALTRANS STANDARDS �5 INSTALL R26(S) SIGN "NO STOPPING ANYTIME" ON POST 0 � I � ��, ; ( 1 13 ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKINGS PER CALTRANS STANDARDS. OR 5TREET LIGHT STD. AS SHOWN " F- I I ' 19 INSTALL R18-2 SIGN RIGHT LANE MUST TURN RIGHT AND POST. I I 5. TRAFFIC SIGN DIMENSIONS. COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN INSTALL W56 SIGN "DOUBLE HEAD ARROW" & TYPE N MARKER " -� w j I x I Ivy o t�0 APPLY 12 WHITE CROSSWALK MARKING w SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION AND POST. 1 # w I 216+60 ,� m SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. �• " `�`1 INSTALL R1 SIGN "STOP" AND POST. L ' ° a 7 INSTALL W41 SIGN SIGNAL AHEAD AND POST. x I I_ w I 1 ioli- L 4 f- z w v w� f � � I � t,,j � — 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST. UNLESS OTHERWISE SHOWN. APPLY STOP. BAR AN Q "STOP" PAVEMENT LEGEfUD o o� I I I I TYP.Z ~ WT-� u�i �> - �I a ac><cZ PER CITY STANDARD DETAIL 139. ��� x 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES TRAFFIC SIGNS APPLY 4" SOLID WHITE STiRIPE.'' `'' N zo �w w +- vbjOR OTHER TRAFFIC CONTROLS AT ALL TIMES. 1APPLY 8" SOLID TEMPORARY CHEVRON STRIPES @ 25' O.C. ! w C)�r I 216 I_ 8. CONTROL POINTS OR 'CAT-TRACKING' SHALL BE APPROVED BY THE ENGINEER, 2 WORKING 11 APPLY "SIGNAL" & "AHEAD" PAVEMENT LEGENDS AS SHOWN. w I xpl I I a � q\wDAYS PRIOR TO STRIPING APPLICATION. Q I r I ImvINSTALL R2(40) SIGN "SPEED LIMfT 40 MPH" 'ON POST I ' I �`' 13' 12w 215+91 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STD.1 r o 14' BEG. PROP. 13 APPLY SOLID 4" DOUBLE YELLOW (DETAIL 22}. 1x�4 P TRANST N DETAIL 1O4A.w ,217+56 END t R SIT ON EP 13o I %> >Lc) + SUMMITAVENUE oz SEE RIGHT aZ 5U o n p + � cn + + 2, TYP. 14 EXIST. R/W 5 ,`�� o- ,r, Z ,� co �) MN 5 — — 5 — — ' — — — — — — - — — — w — — — — — — — — — — — —� — _� 21 13' 11 14' w _ 5 - - W FUTURE CURB w 5 = N E m w 214+91 100' TYP• + `0 Z W � — °- 0o , + • + 330' TRANSITION • r � z 14 TYP. EXIST. W LL r a, � o P. PROP. EP --� EXIST S�fOP O sad > O O Z 3',TYP. PROP. EP ! m _ _ __ 120' TRANSITION _ " _�_ CONST. CLQ--� - 337 TRANSITION AT 55:1 - 120' TRANSITION 13 _� I SIGN & STRIPING �_o Q Z k _ (� �� sa, _ — - — — e— — —� — — — — — n — — 150' iv ! N i CA r, r. —F / w 4 r s _I TO B EMOVED `� TYPE IV 4 TYPE IV 4' (' E W` ry N 2 150' N 8 �--- f CURB ( + a Q Q - 5 5a { W _— _ N i LQ N 2ly-4N - - + - - - - - 16 - - - - - - - N �.tJ + R/W NDSCAPE EASEMENT 21 214+00 V) I cQ i j jCj f\ 04 i9 — ----------------- `r' ¢ 2 21 1 566+49.74 SUMMIT AVE. (W} 1�' 1' 14_ j y ' 1 3' �._ i -' �.. .rt N 5 214+56.11 LYTLE CREEK RD. I ,., i ar i t 4 I rr ` ti w I g o ' to + SIGN TO BE INSTALLED i I a I E I �4 N `�' -ItWITH SIGNAL SNSTALLATION — RiW � I ` TY I QFC'" N — — ,. I (' f FUTURE CURB --- 13' to 2 13' w 213+00 W 7 EP (RAD=90O'). ... � w o � I _ rr � �lV,/ N -_ 3 � � 1 � � ��� �7 � I o a- 41)0 1 1 D 1 TRANS. CONST. + �"0 5 E " �R 37 5 �`�. - - CL tr 6 I I w - U K R 862 ,> >.�,, ,� , I z k . \ . 'Ld 65 646' TRANS. ,� `" ��' 13 m W 850 -7 ( W z CURB LU a _ _ m I� I--C-A sl s to i •X © __, cn I Ld � I o 1 w i 1211+80 tn I 9 1 n I k i •. U7 00 s 20 f ,�, �,-- ' ': 5 5 . ^ 2 `�"� � 1 9' 13' 'p I i j ` Y, ! 12 ! 1 Q •� �```� t - ( 21 1 +5 EG DOUBLE iV O B , ELLOWU NE �.a 0 ' civ 11 1 �LLI SUMMIT cn t ���AVENUE d �.,- E A`I y LJ � N, � r= �� '� k0�"i • e I P. �Ja tk i v i i tx& I 00 13 LU I o .a ,,�'` � �.rte- '" �z;}�• �:S,S/� I RECORD , c DRAWIt11G, I I � i oRArwNc;ts HAVE BEEN PREPNIM w u E-` I (f i \ � � 1 �` � .. � No. 52183 i» m � 1 Q '` PART ON THE &ASIS OF INFOF*AAT*N Cts PUD AM �V0, 6 1 Exp. -( 30 .dJ � � i 1 1 } I W ° � � � ev o-rweFts: THE �R wiu, NOT 8E � 210+00 \ ` f FISPP0NNWE AM' EFNM OR r asyyw CIVICJOIN HAVE BM TNENmF! STRIPINGEXIST. i \ \ 00CUMM �C►FCALIF 3 REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS REVISION DESCRIPTION DATE ENM. CITY DATE D O - SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA �i SHOW RSV, STTZIpING@ �.N AvENU� 0l/26/01 ►% FI'f ig�o�,w _ , PREPARED IN THE OFFICE OF (.IRt��oRs W PEk,l!{ o�oso : �.I COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MJLT N MADOLE AND ASSOCIATES, INC. SIGNING AND STRIPING PLAN o REV.._S'LY CURB ALIGN. STA. 560 •97 TO 563.97 �G' 9d OF THE INLAND EMPIRE 4 @ - 2/B/02 a� I • SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, cJ ° DRAWN BY DI L 7 No. 14814 10601 CHURCH STREET, STE. 107 S I D SUMMIT AVENUE b TWD WORKING RANCHO CUCAMONGA, CA 91730 BEFORE )DAYS BEFORE © R� WI ?aB a3 t 14 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp 3-31-01 - PHONE (909) 948-1311 DESIGNED BY: STA. 524+00 STA.545+00 DATE: YOU DIG YOU DIG M C A EECH AVE. LYTLE CREEK RD. 03/20/00 TOLL FREE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9 C zv1L Date : S q DD CHECKED BY APP BY. i-800-227-2600 F cam DRAWNVG No.: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C.E. 14814 EXP.3-31-01 (p e� s . STANDARDS IN EFFECT. :.. ' M L B 2779 6 4AZITY TRAFFIC ENGINEER R.C.E. 26690 DATE I li