Loading...
HomeMy WebLinkAboutT-2867010 o o G o ci N x g U J I 8 g L 3 a o O J a w � Z w J o wZ d J h- LJ N K v Q �� �U < a �i) z Z W (� W U Z co I Z O fll J a ] O om z =r - Lij 4.. O _ Ld C Q i— LL w -d n J h W N -jrp 2 m O_ L �o m \ Z 3mu m O ¢o o 'yam' Q + oou + a Q ooz V S = o ¢ N v>w w o �.I U z Z a zwQ ¢ c5 w d U cn w m::> I-- w w - - -- - - - — m STA 52 +28.31 = Z Q — -- - -- ,. -- - STA 23 +17. -__- .- a Sol- o -- O p oE - H E" 4 5 3 7 6 r- E STA 22 +50 j m END CURB TAPER (20 LT.) �E �N y C 4 a f0 C rn O N S a o MATCHLINE 18 +50 yog ! J s o B N Z rli ¢ N F- N F- N P ¢- cJ� O�FSS/ONAL � 2- z1. -ol y Z \� EXPIRES 9/5/010 NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. v rn �� s T M to r�) Co m d' Co W + Z a STA 21 +67 N O ^QZ W X + o_ w N� ,n < I v> w :2i SP - CITY OF RENTON STANDARD PLANS J _ J 00 22' rEt STA 21 +25 STA 17 +35 106 16' a - z =w - J z > I I, ¢Z � = � w J U) F U °- 0 BEGIN DOUBLE YELLOW 4 STA 20 +35 Of 00 EO uiiZ + ¢ ¢DO a 0 oo oo CENTER STRIPE (6' RT.) i 6:'l 4'i S �� STA 20 +00 I— t-wwww r¢- z F-- ww m vmmmm m w cn mm BEGIN CURB TAPER (10' LT.) z Q o Z w 8! w j- W J : zw z-_. LJJ z 7 - NE --2-n d-- St. m - -- - w � o 0 W z F- > I -- Z z � cf) ¢ Q o a W 16 - > w z z w 0 > — -' p ¢ N - WAfN�F z o P��f N Z rli ¢ N F- N F- N P ¢- cJ� O�FSS/ONAL � 2- z1. -ol y Z \� EXPIRES 9/5/010 NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. p i tom.' 17 ' 9 13' 2 3, STA 22 +67 STOP BAR 3 END APPROACH LINE (9' RT.) END DOUBLE YELLOW CENTER LINE (3' LT.) v rn �� s T Z r�) Co m d' Co W + Z a STA 21 +67 N O ^QZ W X + o_ w N� W N a W < F Z v> w :2i SP - CITY OF RENTON STANDARD PLANS J _ J 00 22' rEt STA 21 +25 I w � co Z nip v - v w' a - z =w - J z > I I, ¢Z � = � w J U) F U END TRANSITION (3' LT.) O J Uz- 00 O 4 STA 20 +35 Of 00 EO uiiZ + ¢ ¢DO + a- + ¢ft� m 126 i 6:'l 4'i azzzz `-) ¢ zz ¢ OOZ55 5c5 STA 20 +00 I— t-wwww r¢- z F-- ww m vmmmm m w cn mm BEGIN CURB TAPER (10' LT.) 6 7 3 5 2 4 1 p i tom.' 17 ' 9 13' 2 3, STA 22 +67 STOP BAR 3 END APPROACH LINE (9' RT.) END DOUBLE YELLOW CENTER LINE (3' LT.) 9 f I� STA 19 +00 / BEGIN TAPER. 6 RT.) P1gf6'I 11 MATCHLINE 18 +50 0 ! e LL o� e> O z tY v O � Z r�) Co CO + Z a STA 21 +67 +¢ W X + o_ w N� BEGIN APPROACH LINE (9' RT.) 00 < 3'' v> w :2i SP - CITY OF RENTON STANDARD PLANS 22' rEt STA 21 +25 END TAPER 27 END TRANSITION (3' LT.) 4 STA 20 +35 BEGIN TRANSITION (6' RT_) o STA 20 +00 BEGIN CURB TAPER (10' LT.) 9 f I� STA 19 +00 / BEGIN TAPER. 6 RT.) P1gf6'I 11 MATCHLINE 18 +50 0 ! e LL o� e> O z tY NE 4th St. GENERAL NOTES 1. EXISTING TWO WAY LEFT TURN MARKINGS TO BE REMOVED FROM STA 49 +43 TO STA 52 +78. 2. ALL EXISTING PAVEMENT MARKINGS TO BE REMOVED FROM STA 51 +78 TO STA 56 +98. 3. PAVEMENT MARKINGS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS, SECTION H DELINEATIONS AND MISCELLANEOUS CONSTRUCTION. T286007101 PAVEMENT MARKING LEGEND v O � 0 z r�) Co CO + Z 0) +¢ W X + o_ w N� (a< F- < w v> w :2i NE 4th St. GENERAL NOTES 1. EXISTING TWO WAY LEFT TURN MARKINGS TO BE REMOVED FROM STA 49 +43 TO STA 52 +78. 2. ALL EXISTING PAVEMENT MARKINGS TO BE REMOVED FROM STA 51 +78 TO STA 56 +98. 3. PAVEMENT MARKINGS TO BE INSTALLED PER CITY OF RENTON STANDARD PLANS, SECTION H DELINEATIONS AND MISCELLANEOUS CONSTRUCTION. T286007101 PAVEMENT MARKING LEGEND O1 EDGE OF ROAD LINE, SP H008 O2 LANE LINE, SP H002 O3 APPROACH LINE, SP H002 O4 DOUBLE YELLOW CENTER LINE, SP H001 O LEFT TURN ARROW, SP H008 O6 CROSSWALK, SP H012 12" STOP LINE, SP H008 SP - CITY OF RENTON STANDARD PLANS 40 0 40 80 scale feet