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Home My WebLink About2569-7Mc GUIRE A VE. _ RECOR.D DRAW/NG NORT/-/ S/DE' OF STi4E'BT SOUT" S/DB BY AA107- Ef? DRAW//VG. 0 u iw II I I II Y U ' 1 3 - 43 1146' ( 1 48'11 L7 1 440 L. 55:1 TAPER 160' BUS BAY 16' II 30' 1,132' II 16' 27' ' 27' 33 25' 1 r , 1 11 cy- co N - w ' o 3' MA HT. cu 33 3 w 3 13 4 11 33 3 + PROP. R/W � Ln 0_ I �� I cy- -RET. /ALL N PR❑P. SIDEWALK a ,. 11 J I ( =1+00.00 M GU R AVE. c�i� ' : v & LANDSCAPE E M'T. v v ~ v 134 PR❑P. SIDEWALK K & LA DSCAPE ESM T. cv EXIST. R/W (u Q`cy- 00 zLd EXIST. R/W cy-00 v7T (u o (u ~ 40 X02 I 40 to 31 TYPE IV (,� z -\—PROP. C&G . ,2 .� 34 L=1o1• "--PROP. C&G o, o� 41 6s �` r. 41 _ ~ % N v 41 ~ N N � 4 i�40 r, c , v c� 36 � 34 L=150' �u M O CC TYPE TYPE IV ~ Q j PROP. MEDIAN TYPE IV j sz91 s4 � PROP. MEDIAN ss 4 8s 87 88 so Tvpc V — — f cu ~ - 40 - � cu a __... .._��,.._ ., _ - _- ._.. LIMITS OF 'RECORD DRAVf�IVG 41 � 36 - - - - - _ _ . :._ TYPE vI 31 36 4 - ^ _ W -- - N 34 N 40 _ i� - r N — — — — — — — — — — — — — — — — — — — — — — 41 v =150' ` �� TYPE VI Wcu . . .� 00 48 L=445' PAC - _ - PAC z OD TYPE IV 31 ao ~ EXIST. C&G - S. ca. 'yr, TYPE IV 31 BELL ._ - - - _ _ 6��✓_ - - — — — — -A4H ED/SCh/ PL — �� Si PP -------- ---- -- ----- ----- ----- ----- _ _ _____�__—__� =_�_ __ _ ----- ___ _ _ — --- — —__ _____=___ --___====ATE===_ (i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2' 3_ FN — —PP _ _ _ _ _ — - j— —�— —a—X�ST.--�$�Cr ---- ------------------ —VENT ` ✓ENT --- CABLE ,op --- I — —` — ------------EDlSON ~ — , 4 I! / .. TEL.�3'<1i) EXIST. R/W v, 5' x C. ¢ as ` i. v Y u� v EXIST. R/W v _ CABLE eolsoN (`'� W Q' , w tD ~ N Y. J cd BOX D � VAULT r- N D w � � I I� D w 3 N N ( NOT USED �p (u (u r cy-3 r• W w 3 cu 3 H D C ! 20' 1 20' Ii �- 0 C) N 3 x �A x �~ �� x x ILm+ z II 11 x 4REMOVE x x W + w+ r� x x x w W . ^--' 1.-' I w 43 44 w w 3 IT - 43 3 �0 z W w w o, L3 11 26 26 16 4600 46 w 3 4632' 32' , 46 EXISTING STRIPIN 46 46 440 L.F." 55:1 TAPER 46 UNLESS OTHERWISE SHOWN 1210 L.F. 55:1 TAPER SIGNING & STRIPING NOTES: REMOVE EXISTING STRIPING, UNLESS OTHERWISE SHOWN ( II jl I O . 44 II I II 31 APPLY CALTRANS STANDARD PAVEMENT MARKING AS NOTED ON PLAN. 32 INSTALL SIGN(S) ON POST AS SHOWN ON PLAN. I - - 33 INSTALL SIGN(S) ON STREET LIGHT STANDARD AS SHOWN ON PLAN. I "RECO E)RAVVIA16 of /VORTf l S! "RECORD DR /NG BY A/VOT ER ORAV1//JVG O APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 38 TO USE TYPE C OF STREET. SOUT/,/ S/DE BY REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. A"07-14ER DRAW/NG V' I35 APPLY CALTRANS STANDARD STRIPING DETAIL 27B, EDGELINE(AS SHOWN). APPLY CALTRANS STANDARD STRIPING DETAIL 29. a a A Q 0 REMOVE AND SALVAGE EXISTING SIGN. Q z V 38 APPLY CALTRANS STANDARD STRIPING DETAIL 37B. W LO APPLY GALTRANS STANDARD STRIPING DETAIL 39A. 120' TRANSITI❑N u w O Iy t 40 APPLY SOLID 12" WHITE LIMIT LINE OR CROSSWALK 3 _ r 41 APPLY SOLID 4" WHITE STRIPE, PER DETAIL 1, HERE -ON. 42 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. 43 INSTALL TYPE K-1 MARKER AT MEDIAN NOSE PER CALTRANS STANDARD o w Q, >w N. PROP. SIDEWALK w N �' f vi N & LANDSCAPE ESM'T. ,, w Z .0,..` r� 3 J Y - " �� w ~ c Q J ¢ J ^ cz EXIST. R/W N v - w w��> N 3 , - - - - - 0 cu 44 REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKINGS BY METHOD w a- — I �CD - _ r 41 APPLY SOLID 4" WHITE STRIPE, PER DETAIL 1, HERE -ON. 42 APPLY MODIFIED CALTRANS STANDARD STRIPING DETAIL 12 TO USE TYPE C REFLECTIVE PAVEMENT MARKERS(RPM) IN PLACE OF TYPE G RPM'S. 43 INSTALL TYPE K-1 MARKER AT MEDIAN NOSE PER CALTRANS STANDARD o PROP. C&G Q, �* N f vi o PLANS, PA73A. ~ PROP. E.P. Q - " �J v N 3 , 0 44 REMOVE EXISTING STRIPING AND/OR PAVEMENT MARKINGS BY METHOD a- — LO.-. 34 L=loo' ,L� 31 TYPE Iv �* o APPROVED BY THE ENGINEER WITHIN LIMITS SHOWN, UNLESSOTHERWISE R . BERM R=Ism R=127.5' ! EXIST. E.P.-�� - - --� cy SHOWN. O 0.� PROP. MEDIAN sa 0 1 99 ii \' ------403--- - - - - ------------- 104 EXIST. 4' WHITE 105 - ---- � — f- 3 - EDGE STRIPE L ON 45 PROTECT EXISTING STRIPING AND/OR PAVEMENT MARKINGS. W W 31 TYPE 36 L= R=1799' L=190.9' 36 — — — — — — — EXIST. E.P. in C/1 E VI 31 r. v �, v ~ 4 > 46 PROTECT EXISTING SIGN IN PLACE. - ~ `D .o - - - - - a, °` °-' EXIST. CURB 47 APPLY SOLID 8" YELLOW DIAGONAL STRIPE @ 50' O.C. ~. ��- EXIST. C&G cu (u ~ N ---- -------=--------— --------------------- -------------------, ------- --------- - - __-_____-_____ - - _--______________ - __________ - - ~ -____- - ----------_---_ � -- i'�. - - _ -----_ ----- -------- 48 OKENWHITESTRIPEDETAIL37B. O APPLY8"BR 24' 12' 16' f t — — — — — — — — — — — I / 46 EXIST. R26(S) EXIST. R/W N N I w ( I / EXIST. R/W CL SIGNING AND STRIPING GENERAL NOTES �' N N ~ 6' ' 26' 26' 6' i— 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE ., N q n 11 I1 .. � V 50' i LL PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF o+ 11 32" 32' 11 3 3 v THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION) - �ApFEs�3 � x W x W o r� z li it a _ c4 It•E� - 9i I) 64' II TYPE C DIEECTI❑N 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 4� �P• �► � y n 46 46 3 1210 L.F. 55:1 TAPER , 300 RED -CLEAR HITE PVMT. OF TRAVEL `DEFLECTIVE STRIPING C66388 ; 3. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. ` � rnn REMOVE EXISTING STRIPING, UNLESS OTHERWISE SHOWN 11 `PAVM'T. MARKER DETAIL 1 pp -30,0 44 N.T.S. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS NI i LIVE OAK A VE. - PER SECTION 85. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. Q O REV. RENON DEswnON DATE ENGR. aTY DAM SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA / PREPARED IN THE OFFICE OF 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139. COMMENCE WITHIN TWO YEARS OF THE DATE'OF APPROVAL \LTav INC. SIGNING AND STRIPING PLAN �'� M MADOLE AND ASSOCIATES, SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, w $ OF THE INLAND EMPIRE DRAWN BY: 7. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC o c' � TRACT NO. 15709 & P.M. NO. 15420 SCALE' o No. 14814 m x 10601 CHURCH STREET, STE. 107 M.A./JKD AS NOTED CONTROL AT ALL TIMES. cr DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 3-31-01 RANCHO PHONE (909) 948-13119i7� DESIGNED Br BASELINE AVENUE DATE: 8. CONTROL POINTS OR 'CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG BEFORE '{ DAYS BEFORE\P M.N.S. FROM STA. 86+75.34T❑ STA. 104+63.60 JAN. 2001 T APPLICATION. YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �qI CIV IV 1 y Date : 1) 01 CHECKED BY BY: DRAWING NO.: (t TOLL FREE 1-800-227-2600 R. . . 14814 EXP. 3-3 -01 42 ~22 -CJ / 2569 7 7 9. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STANDARD DRAWING NO. 1006. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2 ",gECO Aw '' •10.0 -/L • STANDARDS IN EFFECT. M.L.B. z CITY AF IC ENGINEER .C.E. 26690 DATE