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HomeMy WebLinkAboutT-301901w 0 � 1 i JO 1 n (nii �l.I 1 W Z W { Z or Lo zo W ¢ I� w Q J i m o +I Z? mi? Q .t s , Ld co {j fJ 41 Q t . (n I m (n W F p P LL Ld NjLo � 1 N J N \� PORTION OF THE E. 1/2 OF SEC. 11 TWP. 23, R 5 E., W.M. I i _ r T 1 i r Ed w l I I W I 1 I I I I O C Fn n— -- — -- — 3 - - - ijTil ;� i '' mac- , _ ,.,_ - 1 I I W I .L� I\ r I u) < I a ° _z 0 0 Z e[ Q i j "A a 0 a_ m 00 QW v �; \,• { >- 4f w Z J U O SZ U .'z£ + ° Fi 1 W U Z `Z_ Z 40 0 40 80 ¢ 0 0 0 < w w w n m m m scale feet 7700 - a,f _ I Z — LY O + Q n ¢ W F¢ Y (n m PAVEMENT MARKING LEGEND O1 EDGE OF ROAD LINE, SP H008 2/ LANE LINE, SP H002 O D06PLE YELLOW CENTER LINE, SP H001 4O APPROACH LINE, SP H002 5O MERGE ARROW. I'008 O TWO WAY LEFT TURN LANE (TWLTL), SP H001 7O TWO WAY LEFT TURN ARROW, SP H006, SP H008 SO 12" STOP LINE, H008 Og BICYCLE LANE SYMBOL, L 28 SP — CITY OF RENTON STANDARD PLANS >> x a o ;.1 U z JO N n (nii �l.I } W Z W { Z or Lo zo W ¢ I� w Q J i m o +I Z? mi? Q F- ¢¢I+Nj Ld co {j fJ cn i— (n I m (n W (n Z � p-, C2i1 P LL Ld NjLo >> x a o ;.1 GENERAL NOTES 1. ALL EXISTING PAVEMENT MARKINGS TO BE REMOVED FROM STA 65 +10 TO STA 71 +94. 2. PAVEMENT MARKINGS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS, SECTION H DELINEATIONS AND MISCELLANEOUS CONSTRUCTION. R'!; 17 7 FR 3;7� U z � � O 7 G w zo o U' w a- C/) C/) Z U ¢¢I+Nj 1 Q Q W r' 4• P LL Ld NjLo � 1 N J N \� N m La t, - f J O Q �W F — , i— X - —. H Q 0 CO U J J ` r'! f i J ~ (n W Ld af Elf m W z O W f d- O W �r c�_ J U ly F,0-0¢ °' +a¢ i Lj- o z Z Lu F W LJ W m F- W E'- Z W cn in r-13 1 U GENERAL NOTES 1. ALL EXISTING PAVEMENT MARKINGS TO BE REMOVED FROM STA 65 +10 TO STA 71 +94. 2. PAVEMENT MARKINGS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS, SECTION H DELINEATIONS AND MISCELLANEOUS CONSTRUCTION. R'!; 17 7 FR 3;7� ok DATE: SHEET 7 -1 JOB NO.: ,JOB # Cl� ; j_ y' o /90 / SCANNED SEP 1' 2002 e ,� U z � � O 7 G w zo o U' 3•� a- C/) C/) Z U ¢¢I+Nj 1 Q Q W n 4• P LL Ld NjLo Ld 1 N J N \� N m ok DATE: SHEET 7 -1 JOB NO.: ,JOB # Cl� ; j_ y' o /90 / SCANNED SEP 1' 2002 e ,�