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m <br /> I +63.6 Q <br /> TYPE IV <br /> �. <br /> 1_17 R26 <br /> I RIO VISTA -> <br /> � s <br /> O z <br /> I C o <br /> �- LODI <br /> f ) <br /> 1-15 W41 kLp 6 R26 W o <br /> eR26 r, 1-16 <br /> _ 1-8 1_14 R26 N + NOTES: <br /> G28-2 12 <br /> Ni. 1-1 G35 ~ � "`� Z �, i F R26 1 . SPEED LIMITS HAS TO BE SET AT 85% BASIS BASED ON <br /> � _ - = 9 1-22 STATE GUIDELINES AND IT REQUIRES ORDINANCE. <br /> R18 2(R )_ w w w <br /> � >- >- >- o, <br /> 3 p OTHERS � ' N <br /> 2. "NO PARKING" ZONE REQUIRES CONSENT OF THE ADJACENT <br /> O i R28 RT 1_4 + + PROPERTY OWNER AND ORDINANCE. <br /> � f R26 R26 1-6 1-21 3. REGULATORY SIGNS SHOULD NOT BE POSTED WITH WARNING 2 <br /> 98A ii ch <br /> F SIGNS ON THE SAME POST. <br /> w 1- 3 �� o <br /> 38 m �j�� 27B 4. SIGNS SHOULD BE SPACED APPROXIMATELY 200 FEET Q o <br /> t 2 29 PRpp R W S' MINIMUM OR MORE TO BE EFFECTIVE. <br /> 3 I / 4 e m u <br /> � �. +99.1 <br /> LEGEND V) ill- <br /> 3.9 <br /> W <br /> 3.6 R26 EXISTING PROPOSED 2 <br /> 1- 20 2 o Jo <br /> R/w T T ONE POST ROADSIDE SIGN oew <br /> ! _ <br /> 313.6 <br /> 6 _ 7.1 1 PROP 32 -- �r TWO POST ROADSIDE SIGN a o� <br /> -- -L--- ----+-; _ - <br /> N �� a--.- -- 3.6 1� RNTON RD R26 KEYED NOTES: • EXISTING SIGN TO REMAIN <br /> g TH0 1-19 • REMOVE ROADSIDE SIGN ■ ��, <br /> cf) I f - L' 4 El SEE STATE PLAN SET CU 0624, EA 456001 FOR PAVEMENT ■ RELOCATE ROADSIDE SIGN W ooe� <br /> N N N 5=31 . +84.7 "T2 LINE" AND SIGNAGE WITHIN THE STATE RIGHT OF WAY. Z W -1251tea <br /> ~ _ #-# ROADSIDE SIGN (WITH NUMBER) - o a o <br /> o� <br /> _ m > > ❑2 PLACE 900 mm SURFACE MOUNTED CHANNELIZERS O 2 q <br /> N CN w N w 00 AT 1 .5 m SPACING. M <br /> N N m N o I KILOMETER POST MARKER <br /> u� <br /> > N >- + +� } PAVEMENT DELINEATION FRON STA 31 +21 .8 TO 31 +28.2 IG TYPE G-1 (CLASS 1 ) DELINEATOR <br /> WILL BE PLACED WITH SR 12 IMPROVEMENTS <br /> a- R26 1-10 0 IF TYPE F-1 (CLASS 1 ) DELINEATOR <br /> 0 i ~ + W11 (LT) 1-11 IL TYPE L-1 OBJECT MARKER <br /> I <br /> K TYPE K-1 OBJECT MARKER <br /> f G25 (J8) 1-12 a O STRIPING DETAIL NUMBER PER <br /> ! R28 (LT) 27B STATE STANDARD PLANS <br /> 1- 18 ►� LIMIT OF STRIPING PATTERN <br /> W75(LT) 1-13 v ANGLE POINT <br /> Lu <br /> 0 DELINEATOR INTERVAL Z 5 a <br /> mZcc <br /> Z . O <br /> O <br /> C'3cl)U. J <br /> JZU <br /> 04) Q <br /> Z Waw <br /> Z <br /> CL Oz <br /> Z aa0 <br /> W0z0 <br /> u R26 W <br /> C14 1_27 J Z <br /> o �W25 W - <br /> 1-50 <br /> R26 1- 23 R26 +50.0 "T2 LINE" 1-26 R26 S=32.8 cr Z <br /> O <br /> 1-24 m a Z Q <br /> Lf) ZLIJ <br /> oo <br /> +31 .5 "T2 LINE" 29 27B IF 1 .2 _ <br /> R26 37 3.6 = W Z <br /> 32 9 1-25 IF F1 .2 IF 3.6 m < Q <br /> 2 3. 9 PROP 1 .2 � = Q � <br /> X 3 8 R W _ 3.6 a <br /> co _ 3.9 3.6 - 36 1 .2 - ~ <br /> _ _ 3.6 p <br /> I= 3. 6 - - - - - - - - - 3.6 3.6 IF 1 .2 N <br /> IF <br /> W 3.6 <br /> 1.2 F u <br /> IF <br /> "T2" LINE <br /> IF I IF 1 2 I THORNTON RD. 1-31 SCALE 1:500 METRIC <br /> 7 1-30 R26 22 + R26 JOB NO. 25-3177-01 <br /> DESIGNED CSN <br /> W DRAWN CAS <br /> R26 PROP R/W 0 FILE 040P0lo.OwG <br /> 1-28 R26 27B <br /> 1-29 RG <br /> 1-7 W26A LIQ) GS�� gI DATECHECKED 61,301B00 <br /> R26 �° <�F2� SHEET No. <br /> 1-g <br /> 7 Z PD1 <br /> w "� <br /> o� No. <br /> • Exp.03-71-03 • <br /> sr CIVIL �P <br /> �rF of CAI.�F°�� <br /> 8 OF 12 <br />