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S-286802
F �� I SANITARY SEWER PLAN AND PROFILE PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 1$, TVVP 23 NORTH, RGE � EAST, W.M. � _ � 9B.DD• TY OF - W��ititN�TON � � LLI W .. !� 1 � � \ NEW 15' WIDE PUBLIC Q Z � !„ � rO— WC,I.� N.W. 4TH ST. �J SANITARY SEWER EASEMENT �. W (� � 1 �� \\ RECORDING N0. 9806090225 � � 1 Z i- 1 -- �� \\ \ \ Z =Z�p°OjZ 1 -� W � v` 1 - — `� �\��� QaUr �� w \ l9'IOAi \\ /r Z 5 O W H 6L O Q � ..J f!J 0_ = w 1 Z i �° M o \ F 182305 - 9078 ...................... � Z .. O� m >- � � � ^ � 182305 -9241 � ^ � .0 W � op Q O QQ � U 1 z^ Z- \ \ N�W�WOC O � I- Q � � i 182305 -9005 \ � \\ Oz (p � Q � D- � _�2_ —_ 1 -- \ \\ \ U W Z O � NEW 15' WIDE PUBLIC 182305 -9078 \ � O (A � __ �SANRARY SEWER EASEMEM - -- -- __ � 2.35• � O U N88'31'35iN - - _� - _ �I �— � -- -- 1 NEW 15' WIDE PUBLIC � SSMH �% SSMH � - SANITARY SEWER EASEMENT —�� N88'31'35°W RECORDING NO. 9806090225 1r— � �L�2'S 7.5' 98 00' � ` a ° v o � � w I I ' 5 _ _ � -- O % _ _ S88'48'17 °E � 150.00' _ $$MFj� -Q� � �� ° P' _ � � \ N \ �� �., Z O O N � ¢ 1 1 ' I I 3$5 S' I � � r � � � �\ / '+ Fi EXISTING 10' WIDE PUBLIC RECORD NG tN ®�'SP�48 T �'°� Z � ��y+ - — � I _ 182305 -9242 1 I �� � a' ��� � � � � � � � �� WALLIN- EDWARDS 1ST. ADDITION � Y-I �� 1 � ' 182305 -9078 i��I \ \ r, j � E I I , /, \� m E � _. _.. ,.. _ LOT 10 �•o _^' p ,. .NOTE ALL TREES :IN THE NEW PUBIC SANITA�IY _ WALLIN - EDWARDS 1ST ADDITION � EM307398 �i �I o rn - - - � - � 1 � � - � � � � _ _ � � � . ^ � _ : :: " :: :: � � ::: r SEWER EASEMENT SHALL BE REMOVEQ. .: _ / _. CONNECT TO EXIST MANHOLE \ \ RECHANNEL MANHOLE AS %: a � ::.. :: .: E:i I � - , . _ :370 __. - ... � �. .. - - .. : :. _ . , .. .. - .. .. . - . - _. 345 i .. .. - : NOTE PROVIDE PIPE ANCHQRS ON PIPES INSTALLED APPROVED BY CITY OF RENTON -- 8.. SS CONC. \ ` a � �1 \ ONSSL- OPES:20/ OR STEEPEr"i PER DETAIL ON / � I � 3$5 � � \ � _ _ iVaTE "MAINTAIN 3" :OF COVER MINIMUM DYER THE PIPE - 3� � � / �� PIPE. DI= ELECTION .SHALL NOT EXCEEp THE : j T � �: � � \ MAN �ACTURER S RECOMMENDATIONS � u = _ 0 ` 1 \ _ _ _ � 1 33Jr NOTES SEE SHEET C10 FOR V 360 r: _ ... \: 01 MANHOLE DETAILS. a 1 :: - .. - :. .. - . - - � .. .:. EXISTING GRADE.::: \.:: ::: - :: ... _ :� :: _ _ ::: - ...330 I -nGG.. -. _._... ... ... .. . ..... ... ��. . � : I l l _ _ _ - - - - -. .... .. .. . . .. � I 8, °o,.- _ _ �. ':s 'i-'i` of o '� � �I- ::.::�:` : �.. S, _:. ���....... 11 \ -.. -.. � \:. �1 - . -. - -. ...... .. -. .. ... . 10; w I° � I. � r ;... :..350.. _ ®. �. I _ .. 0 ?2 _ \ .... __ -. -.. .. ::_:. - ___.a• ........ � �I _325 ,a - ... 2 -..... ......- � -- - ......- ....... - ....... .. -. -. .... .. ....... .... .. .... : ��' ', a_ ',. a - ::_:: ;. .. - .. _: `- - - �;. -. ..... ....... - ... .�; :.... � .: ... ::. -. ....: : ..: .::. -:_ � .. - - .. _ � :.......__ ::: ::: .. ..::.- ......STA ::::: ::::: :::::::::::::INSTALL - H +46 �(Ck�PIPE+ � �: ::::. ..::: -- : -::::: I•.:: Mrl# 6:..TYPE��B 54 DIA:.. �- .._�,r/ ..: - ::: \ ° �.- -. .... ::: ..- -- -.- _ _: �.�� _: _ __ _ ... __.. 320:. - I -r-� -, ', �' ''� i H ;.:345. :..... - :.... _.:.\ _ _ _...... ,. ..... ..... ....: ....... ....:. ::: I .: .. \:::: � ::::® ....„ ....... __ .__._SS .16.LF.8: C900 SS ...:. ... 0.0563 fT %� .::: . .. .. :... ...:PIPE- ANCHOR � . .IE,326.50 8. IN) :::::: -:::: - - STA 9 +06:: :: _ : _ :: � ,,o : - : ::::: ::: � �AF pRCi�tED :. : - :: ::::: ::: .:::: : �! �'. o ::::: :. .:::: ::...... ... ..:........:..... .:.........:...- \ .....:. -:::IE= :. 326.40.:8" OUT):::::: -:: :::: :::::: �:::::.� -:::. �F' : _ \.._: .::::: :::: �c .:. .. .. i � .... .... . :...... ..:... .. \ BY ATE t ao �� ����^^ ... .: 315 �_ - I 335. __ _ _. _._ _... ;. __- :.. __ � - -._ T 31.0 i i4 , .. � 69: LF: 6° esao: ss :® o:DOSo Fr � i I I I i ... :.... ...... - :: STA 6 +88. S..L� � ::::::..::::. ::.. .: STA;li +88 P:PIP.E _ :: ..::::. :..... �.. '�.......: . ...... D.05g2 � : � ..... � - - - ... - -.. � -. �. ... -. -- �. - � � � �:. .... ... - �.0.. - ... .. -. R.:..:. - ....... ..... .. ... ..... .. .. ..... - ....... . �, Z o i rn ��, - :...:. :....rr]] .3V� : .............. tNSTN1, ...... _ ...... .......:. ..... .... .. ............ ... .... .. ... 5SMH�4 TYPE: 6, 54" ...... .. .:......::RIM= 340.Ot � � _ ..... ...... .:...._- :._..:. DIA... � STA 7 +04 � PIP ::::: ..... _ ......- .:: - ` _ :.:..:. :..:. \ .:.:. _..;._..:. .....;.,.., .,..,.,..: ....,.,- - ........ ��- ..... i ......�!:i.. : .. . � :::: � :: � _ :: :: �.:m :..: _ .. : S'fA. 9+78 - .- . :..:.:. .. .. ...... .:::: � �:: � � :. :.. :....STA ]0 +1:8: ��� PIPE' 05J= (CL,�PIPE) - � .: :: : INSTALL: �.: � R M 70 97. :..300 �. �_ - �. �il ...... - ... ..... °: ::::: ....... ::... .:.......IE =336.00 8 °.IN):..... {8 _ ::: -...:. 1NSiALL:..:.......--......- ": .:::::: .. - - :.- ....- .I:....- ..::....- -- - .. ...... ..... -. .... ... I _ ... =S - - - � 54 D A .. .. ..... NEW) �IE =307.4 S8" IN; ":OUT . ' �� ::... -:: IE= 335.90 OUT) ... ...... .... .... .. ... ..-: SSh1H�5, TYPE: 6,. 54 �. DIA... :::::: �� :::: :: �.::: :---::: ::::: IE -307 3 l8 EXIST) :: IE= 307.95 :($�INJ ::: I ',� ''i � �I :::: - :: -::: ::::: :::.. : :::: ::::::: ::-�--� ... RIM- 339.8t.........� = 35.00.(°. IN...... .: ...1J•1:: ....... ..... .. - .. ..---�- -.......,.Z.. ..... ...... ..-- . - -.: �:::: ... - ..... .. ... IE= 307.85 (B �OUT)�... .._.; ... i � i !, i 325 _. ._.. ;: _ ..._ _........ _ .:__.. _..:.. _......._. ...__..... ; :..iE =s34so (s"..our) _ _:_ _..... _.. _.. _ :.. 1 � _.. o _._... } API�R vEa _.. �a � _.. _..... ......... __ ___ __ __ 1i +oo ', i :...320. - _ .. _ __ _ _ .. _ ... - .. .. � ... .. _ _ BY ATE ' 3 2 REVISED PER CITY REVIEW REVISED PERCIiY REVIEW DCS DCS JJ JJ 12 1 �99 -- 9 -29 =99 DESIGN ED DRAWN i z wwp- a7 -j88� 7 +00 8 +00 1 10 +00 1 N4 .REVISED PER CIiY REVIEW REVISION DCS BY JJ APPR. B -1D -99 DATE CHECKED APPROVED File: P� \,SDSKPROJ\ 612'•. \ENGINEERING \8121- SDi.DWG Dole /Time: OS /21 /2000 08:58 Srole: 1 =20 Barry Xrefs: 20121 - 8,26121- S,Z6721 -T, RDLL # 168 l 1 iu LJ r W J Z Q Z J D_ w Fao- Z J D_ Z 0 Z W = C� U F- Z j � Z w rn N 5 a� � x oZ E z w W N LL QJ Z Qr7 N N O N 00 � c W N n Z> rn � W �Z Q I I Zw ��� caZ �N N w ,r� � � � `1 � .�i U N •� � 0 1 °d� N _x w�� J o yH 1 -� as -' �N� �/\ /� N / ON /� J s -s , I w � ' � �(� � :I V . _ I n; e� bd, 5� f� �� c7'� a 9 GON RESERVOIR SHORT PLAT SAfVITARi' SEi�ER PLAN AIVD PR6EILE DTC AB DATE 72/99 FILE NO. ._ _._.___..... DTC SCALE 1 ° = 2O� _ FIELD BOOK _PAGE- __ - -� � --- - -' 8HEET � OF 13 k\ L' - - <�, �'- .2b�6a'O�' SCANNED OCT '4 c�b0 O z m O W U m