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HomeMy WebLinkAboutT-346209U 0 1n 0 N 9 Y a a o n J POST: U GALVANIZED 2 '% 2' O Z Oa d W C O WCO =Z a 5q< 3 te a. w SHAL-L L BE QZZ W TUBULAR ANCHOR OR Z 0 N l�LJ Q y 24 +00 23 +00 22 +00 O H m a a o n O O ` 3 0 POST: U GALVANIZED 2 '% 2' d E--44 WNV a L% W rn SQUARE PERFORATED c Sl mq a y�y3 F �g N� 0 o R`g W� o H 0 POST: m GALVANIZED 2 '% 2' II� SQUARE PERFORATED A rn N CAUSE TUBING -- C Sl mq a y�y3 F �g N� 0 o R`g W� STOP M SIGN o p 0 POST: 0 GALVANIZED 2 '% 2' O SQUARE PERFORATED 0 N CAUSE TUBING -- O f.O�;�SEO O O ANCHOR: SHAL-L L BE GALVANIZED DO' a 2 t /e' O TUBULAR ANCHOR OR PLACED IN APPROVED EQUAL N D y 24 +00 23 +00 22 +00 H STOP SIGN DETAIL Do V. 22 a E3 N In _ - W UNION AVE NE wwC 1"=20' H 1 " =5' V rn m m m a o 0 0 m Z ,GOe 4 FIIe:P: \13000s \13240 \osbuilt \13240- r2.dwg Dote /Time:6 /4/2009 9:01 AM Scole:i" = 1' RHERRON Xref: zl3240- s.dwg, zl3240 -Ldwg, z13240- renton - b.dwg, z13240- pp.dwg, 13240AS2.dwg, ali.dwg STOP M SIGN o p 0 POST: 0 GALVANIZED 2 '% 2' O SQUARE PERFORATED 0 N CAUSE TUBING -- O f.O�;�SEO O O ANCHOR: SHAL-L L BE GALVANIZED DO' a 2 t /e' O TUBULAR ANCHOR OR PLACED IN APPROVED EQUAL N NOT TO SCALE 24661 WALGREENS I V) Z I C ITI Z<yZ NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. m ° n RENTON, WASHINGTON N x Cv m S iv N m W �' OO OO m N _0 :DO �-o T _ _ _� °z z— C� n p D cn n n n O m Z< G C S O O O .- O O `L VJ ITI S� y Zp Z :r✓ c a w n C7 .-p n n n .� Z Z '- p W W W -P c0 c0 c0 O 'O O - 2 r Z Z n O CO N J cD O O m e S CO 7 GJ O O O m m m cO D O W W W O p rrn iU VJ cOJrn v c�nmm ono EX. 1" WATER METER co an rn TO BE RELOCATED TO p VJ m o >= m z BACK OF WALK AND USED FOR IRRIGATION. INSTALL En z w -r> m n II II w w > BACKFLOW PREVENTOR. A p Leo °o `J v ° --- ------ ----------- ____._ < ____— ____________________ _3 ______________________ "_ —__ ------------- - - - - -- ------- - - - - -- - - - -- -- - - - - -- s -- - - - - -- ---------------- I n- - --- - -EX. 36 W -----------------------------A-\ IVE WIDE �_______________ ____ ______+ ________ _________________ If w DRIVEWAY PER �g�, I __ ®______ _E W___ SS SS ss ss ---ff -- ss -SS -S' C.O.R. STD. DETAIL F004 1"_� I X + II 23 +00 ss ss 22 +00 ss ss ss ss ss Ss ss s - -T- — — _ _ I — n — _ _ 21 +00 n O 11 N AVE NE � z0 m hz------------------ - - - - -- - -- -- ------- - - - - -- N00'57 2 E 2649.89' DYR - - — II X. SIDEWALK EX. __ _______$i LX. 16 W________�___ .,/ EX. VALVES._ _._r___i____�T_h__�____________ II ONNECTION TO REMAIN. MATCH 3 �' STOP SIGN PER EX. GAS ----------- 11 ----- -- - - - - -- -- _ X. 12 I Wf MATCH TO z ° ms>?' PROPOSED GRADE C3 O MATCH EX. ATCH_TO - PROPOSED GRADE. _ G X G G G II UNION AVE. 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A p Leo °o `J v ° --- ------ ----------- ____._ < ____— ____________________ _3 ______________________ "_ —__ ------------- - - - - -- ------- - - - - -- - - - -- -- - - - - -- s -- - - - - -- ---------------- I n- - --- - -EX. 36 W -----------------------------A-\ IVE WIDE �_______________ ____ ______+ ________ _________________ If w DRIVEWAY PER �g�, I __ ®______ _E W___ SS SS ss ss ---ff -- ss -SS -S' C.O.R. STD. DETAIL F004 1"_� I X + II 23 +00 ss ss 22 +00 ss ss ss ss ss Ss ss s - -T- — — _ _ I — n — _ _ 21 +00 n O 11 N AVE NE � z0 m hz------------------ - - - - -- - -- -- ------- - - - - -- N00'57 2 E 2649.89' DYR - - — II X. SIDEWALK EX. __ _______$i LX. 16 W________�___ .,/ EX. VALVES._ _._r___i____�T_h__�____________ II ONNECTION TO REMAIN. MATCH 3 �' STOP SIGN PER EX. GAS ----------- 11 ----- -- - - - - -- -- _ X. 12 I Wf MATCH TO z ° ms>?' PROPOSED GRADE C3 O MATCH EX. ATCH_TO - PROPOSED GRADE. _ G X G G G II UNION AVE. M o DETAIL THIS SHEET PROPOSED GRADE. r�pM - - �- - E I EX. G c G! n 0 ___ ___ -____ �__ MATCH EX. GRADE - e--- - - - - -- - c E 4" AS c p fl O if N O II �ZO .Z~J ]' EXIST. ASPHALT PAVEMENT EXIST. WHITE RPMS SAWCUT EXIST. t'.�'&3H W.1\L'A t1V EXIST. LANE 1' NEW ASPHALT THICK CONIC. SIDEWALK CONIC. VERTICAL CURB & GUTTER 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE 4" MINIMUM COMPACTED DEPTH CLASS '8' ASPHALT CONCRETE LEVELING COURSE RECOMMENDED MR APPROVAL O 21 +00 20 +00 z T=346209 Date By: Date By: Date W UNION AVE. RD. IMP. SHEET C4 m b�No 3 y 24 +00 23 +00 22 +00 H Do E E3 N In _ - W UNION AVE NE wwC 1"=20' H 1 " =5' V J� 5 b8 m Z ,GOe 4 FIIe:P: \13000s \13240 \osbuilt \13240- r2.dwg Dote /Time:6 /4/2009 9:01 AM Scole:i" = 1' RHERRON Xref: zl3240- s.dwg, zl3240 -Ldwg, z13240- renton - b.dwg, z13240- pp.dwg, 13240AS2.dwg, ali.dwg RECOMMENDED MR APPROVAL O 21 +00 20 +00 z T=346209 Date By: Date By: Date W UNION AVE. RD. IMP. SHEET C4 m