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HomeMy WebLinkAboutWWP2703613.8o 00 o 0 Z CD 00 0 z o w 3 w � a LLa x o N 0 O U co o 3 riw 8 ao W Q !uij N JJ 0- O�w .0 Q a0 N U w� 0 3 mC Z 2 W c I M I CM T"""' rl a 3 V a I 00 r t` w N C. U QJ a pi o M 4 F� N o_ L a o O O r U a � N C O < 3 j a10 C_ �C C N O a 3 vi I m w00 Qr, C) o� a p D N Zz H a Q La p 3 i C > � O � c N I I > 0000 z a Z O Z N Z O 74 O U O Z w N L X < Y � O I I o ocai 3 s� o� w w > Q W Z Z Y O K N Q W d S LV CD a L Q O W C ` eo N Q it 0\0 �! N xr O O O LIP (D } E m B 0 3 � J I � 3 I 00 t=n N I ~ z z °�° O h r V) a > o w W ck: Uj 15 0 ui o '' z � x � O V ; 0 a o (n LLAJ W IaJ z Q J ♦Y ♦Y laJQ� a/ O L,j N z S.E.144TH STREET SEWER PLAN AND PROFILE STA. 54+00 TO 57+00 A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANG 5 E., W.M. KING COUNTY, WASHINGTON OP YPE. 1 IE IE 8" CI�P S= , ■ Rlh 7, �_a r.: ■ tea, I 10 12" CPC =375"26 ■ \ {� 1 IE ': z" CN€. hdI fW X (E 12" ADS CL€Lip- 37 08 ... { 12 IE 12 CNC=376.w 5-\=375,03 CATER CHAINUNK 1 r' IENCE Lij - ------ ------------------ _ .- - - - _ - - - -. _ � _ 1-------------------------=------------------------------------------------ -------- -_-_ ..._ -----------s� _ w --- - -- _ ---- - I -� Q 1 � l_ - -- � iY,f ■ � � I� r} S.E.144TH STREET�w� S88'37'50.04"E U (PUBLIC)c.■ o 0)f 0 343 LF 12" PVC SS in 1 00% O ■ � O M is G L ; P � ■ y ------------ --- -- --- —.. .. _. .,. ... � _ -- r.,......_ _._ _ m ._. ., ..... t.. � mm m........... ,.... ... _.... q KING COUNTY 1 ----------------------------------------__------- ■ �_-- -- - -=_m---- - F---� CB TYPI: � � , 1 C�i� DP LOPE --�� — '� R€ LL78,1 �TOP�SLOPE ■ r / t9� (IE 12" CNr C',y=372,61 / —�� --r �--- e 1 —X X OUTSET �3�€�€E� ��- �� } �3�� � ■ -32.4 1.'. �.__ CHAINUN TRENCHING IN PAVED AREAS SHALL BE REPAVED IN ACCORDANCE WITH CITY STD. DETAIL H032 SHEET C21. m C - •J m = PLI SAQR W A sy� 24661 /STE AL 3/BSI 12 HYDF & V" IE 00 -----y S•E. 144TH S�--- M +90.26 N OFF: 0.00' z ' EQUALS 162ND AVE S.E ❑FF: 0.00' i 375 57+50 V) w H z j z ® ZQ tW J w as < ZW IL- X. Q CD fV 00 z xx 0) to 00 RX z N I I w W NOTE r, Q S 361308 3 un an c5 Z `n %� %^ w } ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA. 50+22.00 AND 56+46.00 cN Z N N ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA. 56+46.00 AND 57+00.00. 00 uj 1* � 5 SEE DETAIL SHEET C21 CITY OF RENTON E>EPAR-rMENT OF PUBLIC WORKS CHECKED FOR COMPLIANCE TO CITY STANDARDS -� 9f ,�z S.E.144TH STREET SEWER PLAN AND PROFILE STA. 54+00 TO 57+00 CP 8/ 18/ 1 1 03- AF — - DIRECTOR OF - — - - %0 OF 32 C.0' s- 36 13 EFL