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HomeMy WebLinkAboutT-275722N Ih V � w x 0 ' z F � �t W ° ® a �I W 0 C OAKESDALE AVE SW EXTENSION —PHASE 1B & 21 mw N0, g" N SIGNING AND PAVEMENT T2 MARKING PLAN SFrEEEr ~ STA, 9+80 TO STA. 18 +80 62 OF 69 W 8 Vl I = Z o 0 , SIGNING AND PAVEMENT W Z 0 ' MARKING LEGEND Y 00 0 w � Q O °tio c Q DOUBLE YELLOW CENTER LINE - H001 & I + H007 3av <vi� Ztn p)I 2 W 15 I O LANE LINE - H002 & H007 nh� Z M M C) 1 O3 6" WHITE EDGE OF ROAD LINE 3 Q N 0 LLj F- -00 ( 10 +00 1 11 +00 40:1 TAPER 12 +00 13 +00 i2 14 +00 �4 TWO -WAY LEFT TURN LANE - H001 W — I— THERMOPLASTIC STOP LINE - HOd8 J I p — — 1 W Q CV Q Z 40:1 TAPER 7 5.1 TAPER Z O APPROACH LINE - H002 & H007 y¢ W ` (D ( - I 12' 7O THERMOPLASTIC CROSSWALK - H012 OD ¢ Q Z x I x O BIKE LANE DIRECTIONAL ARROW - SEE Q W -� 15' 1 U DWG. T5 AND THERMOPLASTIC BIKE SYMBOL ICU Q cn E_ E'' - CITY OF SEATTLE STANDARD PLAN NO_ 722 a NOTE: NUMBERS IN LEGEND REFER TO CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 00 �p p � to +15 +05 Ei p a SIGNING AND PAVEMENT C-� �, I ° C-);4 MARKING NOTES �� I I 1. FOR SPECIFICATIONS OF NUMBERED SIGNS, �N SEE SIGN SCHEDULE. a� 2. ALL ARROWS TO BE THERMOPLASTIC AND CENTERED ON LANE. FOR ARROW $_ DIMENSIONS, SEE STANDARD PLANS H006, H008, H010 AND H011_ TWO -WAY LEFT Qw TURN ARROWS SHALL BE SPACED 250' 0_C. a FOR NUMBER AND LOCATION OF ALL OTHER ° ARROWS, SEE STANDARD PLAN H002. +56 \ �.� 3. FOR HYDRANT MARKER LOCATIONS, SEE I STANDARD PLANS B102 & B103. o s I STA. 15 +67, 40' LT. STA.16 +45, 40' LT. 1 REMOVE SIGN S2A, R1 -1 SIGN S2C STA 17 +52 41' LT. BKE S E SIG 81 40' LT. REMOVE FROM LUMINAIRE REMOVE EXIST. �� SIGN S2D, R3 -8 I I � REMOVE SIGN S2B, R3 -8 ARROWS �3 � � +45 _ REMOVE 242 LF OF LANE II wo, REMOVE EXIST. LINE (0.35 HUND. TYPE I ARROWS AND 0.05 HUND. TYPE Ile) + REMOVE EXIST. /-- ARROWS - - - - -- - - - - -- - CD W O 7 cn wa — - - - -- 3 - - - -- - - -- -- - - - -- -- - -- - - -- -- " 5; — - -- + i I SEE DWG T6 FOR 00 u I rC i) o SW 27th DETAILS _ o I6 4 1 1 Ems-+ o E-{ 15 OO ,�-� � 16 +00 17 +00 8+00 ul = 7 1 � m 1— — — — t� — + — +— — + 2' --- 5' 1 11 I� +85 I > REMOVE 303 LF OF 1 i s +66 g 4" EDGE OF ROAD LINE REMOVE 336 LF OF STA. 18 +77 42' RT. DOUBLE YELLOW CENTER REMOVE & RESET SIGN i LINE (2.00 HUND. TYPE I S2E: R2 -1 I MA IAND 0.22 HUND. TYPE Ild) - I 43 i THIS "RECORD DRAlY1NG "DEPICTS AS BUILT " CONDITIONS SURVEYED BY RINGEL & ASSOCIATES, CASCADE, IDAHO, RLS WA N 23613 0 7 - 2P_2 z-' SCANNED MAR $ 8 2003 tr ROLL 179 FR 0 =2