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HomeMy WebLinkAboutS-008503I 48 X00 i I I/ 301 0 27' -0" 30' -0 "- 27' -0" 25'-0° 25' -0" ;� -9' -0" 18' -0" !8' -0 12' -0" 9'-0" 16' -01. IS' -0" 9 l - 2" Min. Class "B` Asph. Conc. Slope 1/411 1' �. Slope •- 1, -611 J -.,._ 6' -O° 4 o ewaik - / o Sewer Water N 8 E Side O_ Conc. Curb Gutter ,2)y N 1 S 8+ W Sidb �. I // - r `Top Course 11/21 - 3/4" minus Crushed Rock Storm Sewer 1 i \; VV 47 40 32 / L -BQSe Course 21/21- I'/?"m' inus Crushed Rock MH 2 c.E, 43.76 / , Compacted Subgrade Ili L I YPIUAL STREET StC T TON 3/ No Scale A6 :,h% 42 �% �y -33 25 7A MH 4 -A . i G.E. 175.83 TRINITY p' =t 46 I o I.E. 160.00 1 4 m O-- -- -- 9 / z �:2 � COURT o_ 43 O In o 0 45 1 22 = m - cy _ r I 23 } WrES: J 1{ m ; I. All work shall comply with City of Renton Standards and will be subject to Approval by that Municipality. S I 3 ': j W N 3S \ 2. Side Sewer grades shall be 2.6% minimum. Id ¢¢ Oa �% j " j6 cal I 3. Sanitary Sewer shall be heated 6'. South and West of Right -of -way E unless otherwise noted. _ t 2 e m Scale : AkZg. g1p5 U o ��e5 s 21 4. Side Sewer connections shall be single service type. a MH 3 X00 r° I" 5 U), o +Pse- Horiz I " =50' At location as indicated by arrows In plan. ' O F zoz.a3 °' f� Vert: I "= 10' i- - �- G.E. 146.51 m; ,L I.E. 137.00 % r0 ebE. 192.5'0'5 92.50 4 „ls2• a 1 IVE i i $kro p Q x AS BU I LT - G /12 /tab NOME; e 7/22168 aly Side se wer�sfafions mec✓s 1rcle nfv. )O wei monho% er Ehca Consf. Co. l7pprove C_t E Fgineer ena', WasAin9fin. 40'VC Q VICTORIA PARK 5 Z MH 4 U `' 20 ° SANITARY SEWER • PLAN PROFILE I v=3 1 G.E. 16 z o\ m m arc y r M ROBERT E. AIERIWETHER & ASSOCIATES ` 1 R > Pl ��" �J D - /O - �� 13223 NORTFRUP WAY BELLEVUE, WASH. SCALE '45 Noted I v 1� j I.E. 15 0 g �`\ I C9 cv, �o \ ��\ `•]- N.CO �-"6��leet I Qf 4 8H. 6:8330 (DATE 4-I -67 <n� OR - - 7- RE_.. -_ - - - - - - - - DRAWING NR. YISEO B57 57 APPROVED DRAWN BY S /P/ll - - Note. - -- -- — -- ` nr 1- -- -- - - - - -- - -- - -- -- - �- -- —+ - - 200 -- Road I� r.- - - -- - - - t - 200 200— 20 ,f -------------- 75' Left i - - - — -- f - - 190 = ± _ - - - -- - -- - - = -- - - - _ - - o -- - - r - in, 192.50 -�0 50' If , + 190 190 -- - - ro lO H �0 + o N + > m - a m_ , -- IT cD 0 180 - -n m o 18 — - o O M N CV _In 150 VC + _ +> -+L _ 170 j { } - n x _ - -- 1il 60� - 170 --170- 100' VC 0 O Cli 00 n 0 . —. --r- r - N d- > - - - __- -- - -. T ?- [- _ Y 160 + a _ o C - - - - - - t- — - . - -_._ -._ N _- ____ O __ - — - _. - _. _.- — -. Y 50' VC n -- - + _ c �d a = 16 - - - - _ - - _. - ± d _. _ N _v _ -._ — Inv. 160.00 O _.. 4``� _ O - >0 - -- -... _.iii''' - - - - - _. - - +V _ _ - _ _- }f. _. _ - _ 1L f _ r 150 i o mN ao ,_ - - - - - -- - -- _ _t w Y W K)) I- � -- - - >� ;Oli$kt - - -. �_� _ 1— � 150 150- x) 1 50 �_ 1 is Inv- 155.00 t a - -- o a -- o I -8 + II of - - 0 o 0. - L-_. O + r - + T -- -- - - -- - - �- - .. -_ EL 140 140 r 140 140 rn ho + o 0.007/ a + 8 - - - -4- -_ Inv 13700 _.- T- �- 130 r 48 1.Y. 135.00 7 _ n t - + - i - - - _ O N _ x 130 f , + F j - - - t 120 nS 125.50. * r + - - -- - -- - - - - -- - -- -_ - -- 120 t - - - - - - -- - - 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 0 +00 1 +00 2+00 3 +00 PLATE 1 PLAN - PROFILE F A.3 : Cc EfwPw:RT aAwER (YJ -3 F GAL