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HomeMy WebLinkAboutWWP2703613.9O cr w O`n F—Ucl)0 3 I r- J� a— W W Q N FJOuJ ao Q —i F � ^r to JJ IN Q W J z� U G o Z W o 0 I N N a� Lv, a I 00 w N 0- U a p, V' 3 tr ^-T . o: -v Z Y LI . _ °- o a 3 Q 30 r ' Z00 a � I �w N a 3 j u-0 m I � a �C C N C a 3 - I � Lv 00 Q� I- •- a' o z � a- N Z z I — a Q v' L) a p 3 D ��o o � D I J orD JZi Z n w 0 _ J o O N Z O t z w V w N W t,i .V. U N Y O II oV o< o` 0 _ w v Z U N N O U Q 0- 0- N O W N N Q 00 ` M N xSoo 47 ui } } } E � � � m \ v 0 3 � J Cfl I C 3 Z I co tzn N I Z Z 0 N CD 3 W Z W L0 cr = 1- �3 0 ck: (� W W W (A � S gck: cr a wj w 4; Z L� \\O�.\\\\\\\\\\\\\\ SAD �F W A Sys yc p f ,S • � O � Z I �o ,p 24661 O �� ifs Fu,ISTERF \�<` s/ONA L ENG 5,12 51) 2 (n t— z ON ZLn w aQ Z < Z w LL 2. g Q CV z � ® ® N 00 w Z Z 0) CO 00 w I I W z Z -I Ln - LCl W W N 00 Z Y10- CV cq 10- 0: Vc=n S.E.144TH STREET SEWER PLAN AND PROFILE STA. 50+00 TO 54+00 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. I 1 KING COUNTY, WASHINGTON X11- ui -€ Q L0 �) b TYPEN CB HYPE 'R 371 }� - Q� RIM=371,61 CN IE 12 GCS € IE 2.r A35 N=369,39 I IE 12 A '.; I z IE 2a ADS S=369.1 9 EE 12 A.- IE "' CPC E=35 ,27 v \ 1 A w xE 1 CEO T v ■ R€IT371,3 R€i €E 12 GCS r C13 EE€CE €E 12 C€C !E 12 h�aE�3? .3 z €E __ -- T .2 -.-€E 12" € iE 1?" C € CUUV=37118 ■ W IE 12' ADS S =37J-C � I IE 12 :._ CUE-V 37s1,49 €IH 12R CRC ._ � w C�,LV-372.65 IE 12' C C Jj} ; - ............_ IE - 2 UPS Lv \\ .'' ram. _ _ ..........,''.........., "`"...-"".'^ .....__. mow' ■ V% r O - ---------------------- _-'-.-- ll _� —r' —_ _ o I N t �17P-StOPE o! _.------------------------------------------------- _ -._ �'....-- _ _ OCWAM STA. : 50+27.50, 6.00', RT- '-`µ-------------------------------------------- ------ ----=- .,. ■ PR F CT NO. S-3235 b i ° CON CTOR SHALL VERIFY SIZE, DEPTHOD TYPEcp "' TO C�NSRUC ON, LOCATION PRIOR 1-I1E S.E. 144TH -gyp ! S88'37'50.04 E cn STREET ' Q 00 ECE'd.. w DTP€. P o (PUBLIC) � I W { CENTERLINE INTERSECTI❑N 0 327 LF 12" PVC SS 0.9076 € o S.E. 144TH ST AND 160TH AVE S.E. STA: 50+HMO '----------------i---------------------------------------- CIInIE CD -OF343 LF 12" PVC «__ _W ------- --4 --- _]_-__ e- -_---- ----- m- W 372.E ® :YI E 1 --------------------- - - -- -------------------------------- RIM IE ~M I S N=3 I.2 W., �„ RI I� 72 7 � T E - ------ - - - - - - - ---i---- LnI E 18? - C MIS Em3 .2{ N N 2 Re�� 1: RIM=374,35 t IE 18" cmp `- 8,�� ;n s IE 1a" CMP W=M-8.42 ______- ------ -=------------- N `.IE 12"' =3.M-z x 7 IL ``" $8P �'f a 5 _..,�^""''"'� -_ ■ x x -- -1Z x €E z TRENCHING IN PAVED AREAS x x x x x _ `rrOP LOPE _ SHALL BE REPAVED IN ACCORDANCE x x — �-- , •x WITH CITY STD. DETAIL H032 SHEET C21. I , • 1 I sw 61 r7 O� M L17 C.O � t0 D� 07 n rq M CD O G K] t71 O � M c0 (0 pn t0 N c0 N LC7 40 Ln Oo in (0 tD W r '" N - N CO '* U-) O X) c0 O t0 7 p0 DD N N N N c� N c- tV N N N tV 7 M 7 Nn L() in Lfj Ln fl LD t0 co (0 L6 tp n r !�. r n n f.. M M M W") ^ n M'1 �") n h M9 N] P N'1 M n M Ml r-^ M I'� r^ M r'-7 r M n r M n n !� M 50+00 51+00 52+00 53+00 54+00 NOTE: ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA. 50+22.00 AND 56+46.00 ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA. 56+46.00 AND 57+00.00. SEE DETAIL SHEET C21 3w �375 S=36 1309 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS r� S.E.144TH STREET SEWER �n ..// PLAN AND PROFILE STA. 50+00 TO 54+00 It DESIGNED � �'- • `� DESIGNED CP DATE 8/18/1 1 FILE NO. LUA 03- DRAWN AJ CHECKED AS SCALE FIELD BOOK PAGE APPROVED DIRECTOR OF PUBLIC WORKS SHEET OF 2 00 O z m O uj (0 W <fD; s- 36 13Cc�