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m <br /> 0 <br /> .N <br /> 0 <br /> NOTES: <br /> 1 . Exact location and position of roadside signs shall be determined by the engineer. Z <br /> 2. Board of Supervisors' action is required for the placement of "STOP" and "NO PARKING 2 <br /> ANY TIME" signs. LLJ c <br /> O J <br /> O <br /> 3 <br /> I <br /> N <br /> O <br /> 0 <br /> v <br /> v <br /> E <br /> d <br /> r <br /> c <br /> t o <br /> L <br /> U <br /> I <br /> 2 <br /> ♦ R26A 1-9 SEE SHEET PD-2 <br /> 0 <br /> F <br /> 2 � � <br /> O <br /> STAR STREET o o <br /> ♦R28AEd <br /> 1-10 W17Ii <br /> 1-18 <br /> rnI �� ❑ ■ ❑ ❑ ❑ <br /> Q TYPE IV L <br /> ♦THORNTON RD. +72.1 "T2" 32 Igow <br /> Z� DE BROGGI RD. 1-11 g I <br /> 9 y� Z cU2 <br /> O ♦ R1 R28 RT) 38 I TYPE IV L ,TYPE IV (R)V 2 oeW <br /> 1-24 3 KID <br /> R28(RT) 1-12 1-17 ■ R1 i + 22 +46.6 "T2" map <br /> ♦ R26A <br /> -)3 <br /> .1 \ R28 LT 1-20 E a o <br /> ■ STAR ST. \ I 3-"STOP" • Ph <br /> 1-g 38 1-16 DE BROGGI RD. \o\o I 48.4 1 +38.1 T2 ■� W m6,2 <br /> 1-14 R61 1_25 R28(LT) \� \ W �¢� <br /> J p,U I <br /> o -+ �� \ R28 RT R26 g w �• (7 o m^. <br /> o = o \0 1-26 1-27 c� J cn s� <br /> In 00 TYPE IV L TYPE IV L I z_ <br /> M TYPE IV R TYPE IVR \ dO1S dO1S d0 a Q W 0i <br /> \ N + +39.4 D +67.0 D 27B 29 <br /> + .4 9 38 <br /> CR SSWALK i 1 R/W 1 3 R28(LT) o L6 Ln <br /> __ w + o <br /> 2 <br /> At <br /> 29 <br /> _ _ _ 2.73 <br /> +46.6 <br /> LIMIT OF - 3'8 - - 3.6 � _ <br /> SLURRY SEAL " _ 3.6 z 1 <br /> +50.0 T1 LIMIT `O -$- - - <br /> LINE 10 3.6 + +82.7 - - - - - - - - - 3.6 <br /> MATCH EXIST N 3.6 ^ cv D LINE <br /> 3.6 „ <br /> +49.8 "T1 " + 29 0.6 - 3.6 - + F 2 <br /> - - _ _ _ _3.6 <br /> LIMIT OF + 3.6 0.6 3.6 - - - - 6.65 <br /> SLUAND EAL 1 1.2 w <br /> 1.2 - Q <br /> +25.0 "T1 " 98 9 R/W DE BROGGI ROAD Z Q <br /> TYPE VI(L) Z <br /> • R2 25 +49.8 D ' Z <br /> +74.2TYPE 1VD R26 R28 RT) 7 - LL <br /> 1-6 \TYPE IV(L) LIMIT OF 27B TYPE VI(L) 1-21 1-28 - 0 <br /> +46.6 DSLURRY SEAL +79.7 D co <br /> 1-2 R26 W75(LT) 1-23 TYPE VI(L) � �R Q Q <br /> Z <br /> R26 +9.8 "D" Z V <br /> 1-29 W11 (RT) Ito <br /> 1-22 Z J Q <br /> R28(LT) ♦ SW-42 <br /> 1-4 1-1 Q Q Z <br /> � Z <br /> Z � W <br /> w WZv <br /> KEYED NOTES W cr w Z <br /> 2 LEGEND > <br /> O� EXISTING PROPOSED ❑1 PLACE 900 mm SURFACE MOUNTED CHANNELIZERS Q <br /> T T ONE POST ROADSIDE SIGN OAT F FUm MINIMUM <br /> RE SPACING <br /> (TEMPORARY <br /> NSION UNTIL <br /> COMPLETION ir <br /> a.LETION <br /> A -- rI TWO POST ROADSIDE SIGN <br /> Z <br /> SSBM ELECTROLIER/SIGNAL STANDARD [two <br /> MOUNTED SIGN E2 PLACE 900 mm SURFACE MOUNTED CHANNELIZERS Q <br /> O ♦ EXISTING SIGN TO REMAIN OF FUTURE INIMUM THORNTONACING RO D (EXITENOSIONYTONTIL SOUTCOMPLETION EN ; Q <br /> -7- • REMOVE ROADSIDE SIGN a (n <br /> ■ RELOCATE ROADSIDE SIGN <br /> lROADSIDE SIGN (WITH NUMBER) <br /> IF TYPE F-1 (CLASS 1) DELINEATOR <br /> 27B STRIPING DETAIL NUMBER PER <br /> STATE STANDARD PLANS SCALE 1:soo METRIC <br /> ►� LIMIT OF STRIPING PATTERN JOB NO. 25-3177-01 <br /> DESIGNED CSN <br /> 0 ANGLE POINT DRAWN CSN <br /> FILE 040PD12 <br /> p DELINEATOR INTERVAL CF46 <br /> /off CHECKED RG8 <br /> .._ LIMITS OF SLURRY SEAL 9 �(F DA 7E 715100 <br /> SHEET No. <br /> PD1C N0. 7 -0 <br /> • EXP, <br /> ALL DIMENSIONS ARE IN sT CIVIL �P <br /> p ATF OF CA0F 10 OF 1 <br /> METERS UNLESS OTHERWISE SHOWN <br /> oa - O -7 <br />