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HomeMy WebLinkAboutWWP2703222.5z 0 n 0 h It I a z 8 a 11 Z w '4 IR 0 g a It E 0 o L0 CD w f I s O 0 kn o A� o U) O Z c Z � O w0wE__4 C) U 0: W E-4 w ;4 �4 a r� 0> ® P., C P4 �- E"0 1_4 U = '-!!� w cn m 0-4 1.4 CL 4) 0 O OL. I-4 3;>4 F--I .n �� � � 0- 1-1 U a) c j m INI c I 1 �c a 0- C) w z �� cn Q t Ifil III W W it z 0 W Ir o Z 0 ul U ` It Lj W c a r 0 W In s W It It P, N N IF Y CORE DESIGN -,.,, ,_ - r � � _ , �x� -- - .�� 1 I', -w- - - --- 0) -- - - - B c,�.g (a•3 .-.., � .2nn ! \ s __ JRI,E ' !.R!'J - - o _ r x. .:Ej STA.12+6 2 LT. DMP - _ ,; ., . . _ =STA:12+92 2 LT. CORE DESIGN FIT, , 1. ( ) ' 1. „ _� - -" �r'� T - J PROPOSED EVENDELL SSMH# 14A TYPE _ .. .1• (o /•(o -y - ,f 4 (�,, 4j �-- r• " ��, /// f..., , ,,. \ •�." _.. are c- - .... ,.:mm..._._. - E`/ `'' `� ` 7 _ �4 B 804 e - FX ° < STA:.16+21.� -2-'LT. I , � � "7 . O BY CORE DESIGN R!= _. ;.£_ I \, „ M , S7• 5-3 - ,ry,..,�F _ .» _.,,»,.N RIM= ± / t / i SSM 14TYPE 148 STA:O+ #Z, 98- RT. �,' I y - - RIM 486:$1 �i'S `\ i MATCH PAVING -48u. _ ,� S ( ) 2 » T.x l I SSMH# 7 TYPE 14$" ---' f LE.=477.54 8" IN N �/ 77. 7 s_ _.. _ _ N TE: LE.=4866- 8 W y79 1 -- -- X E E> 1 l I RIM '`489:fifi ; 0 10 20 40 I.E.=477.54 8 IN (E) y ; TAX LOTS 0086, 0087 & 0088 MAY CONNECT TO I.E:.=480.86 8 //E �i79•y� ` ri _ QQ ,sZ-� = . i• I =477.44 10" W t�7 -_- l ) ` I.E.- �S/ E. ( ) 7 G� TH NEW SS LINE IN 16®TH AVE S.E. DRAINFII LD--EASE IEfdT �2ec. (I ' 950�28�.416 I 1.I �'� r T+� . E\ ` & ACjAMENDED ; Y Re No.'s 10�073;,, /•E.- /.' 7 _�'S Z•/ BASED ON INFORMATION FROM \PPR JX. LOCATION ,_X. 1{�� 7 - IMI N.:., 484.9 a S = !y', ¢ II CALF _-"_ -_-.. /�508020 7y� 9 02241786 ,, BE \. I STA:19+48:68; LT. I BARGHAUSEN_ & CORE DESIGN X 4`° STt.v.. ':ATER4 r 'Y - - f L = y7 7 7� S (s� -_IC86 ,, \ /1 `• ' ; SSM 15 48„� J 0 ` y,,�_. rAAN ONED I H# TYPE t t ; _ _ _ _ I - _ o0 I I a " - I 1 � K 111 TRACT �A„ 1 a - ��. „ . 4 f 5 DRAINAGE EASEMENT Our I l 1 o "PVC SS STUB ! ' /, } RIM �AQ I Rec. No. 9802241785 , I =, l ON lX ®2.0 MIN Y yV zo 8 (W) RECRFA�TI L ( ) \ � IE I 1 -11 - -- _. -- U OPEN �SPAC� ��.. m , LEGEND. _ __ -- _. � °T--. , I \ EXISTING WATER VALVE ----- MIN FF 481 I . \ --- - 15' STO 'D. AINAGE -41 - - - +§4 -- 1 , � -- --- 11 J � .7 I ( � _ _ _ _' _ - - 4-'-• -- -- E S.I MENT E \ I ' 1 p - , 1' ,' '� EXISTING WATER METER i 1. . T� f r; r- \ , , STA.8+75.14, 6.6 "_ V8•o A•7- ,- � t �, f �, �, , 2, I , -- �"' vT / ST•4 /1LD , JY N „ I _ �;, - TIN FIRE HYDRANT ST 1+y5 rr86' Rif. __.._ / EXISTING . 6. f ,ILI"I RIM-479.6f . m . a - ._.,N.:,._„. _. �'I'_ ,. ._ �., w. �- - '� / e IN UTILITY POLE . I E _ - SS 2 TYPE 1 48 9 � - _ L - _ EXISTING I - = , MATCH PAVING ,{ I- - - - --- -- • 1 y73Ski e _ - --- - „ ( RIM 4 8 \ ti •. \_ `�, - - - <� LE. 464.33 8 OUT (S) » _ p. t _;.. 1 X - __ MAIL BOX - t� I - __ I.E.4463;62 10 IN (XAI� �iGyly �. ., ` ­", i L - / I-I 2 „ cNC. 1 I MIN. FF=466.3 I I11 f - I.E..; 4G3 5-�-10 OUT a/W y63 f SIGN OUIa E <� EXISTING < 3 - ', ^� J C MIN. FF= 67.3 . __ < .„ , �m _ _ I =, �� �'_ - �� - �' END OF CULVERT .r 11, MIN. FF 467.6 t i ° I `' E �\\ 4/3- / (• L%.'- =472,5z ®I 2, ' it .mot}q MIN. FF=477,4 i I - 'L - L a 11 1 J p r `dc� LT. ,, 3 r, = p -_ �� _.,,.._. - - EXISTING CATCH BASIN STA.7+4 =0a, N MIN. �F 467.9 10 RM 6MAiNAviE 8 v k \ 4 4I 1 ,,:,. NS- �I fF I 0 _ / 1. SSMH 1 TYPE 148 ;; I o , EMENT _$ -m.. ., ...._ n . ..... �q . ..,..-_. "14.;.,",, � 4 5 ,S _ >� - - EXISTING BOLLARD ..� . . '" RIM=A'9 y 1 � _ 1_ cy �� I ; r „ 73 " 1 n' , X -1 Io ` - ` I » „. '- / - .. _ , : , a I' I - e .. N = MIN. 8. I' UTILITY POLE ANCHOR �(o3•G(o LE.-463:53 10 IN (N&E) FF 46 8 , �. I 1, . q / N MIN. 4 FF 468 2 . MIN. FF 7 » / , s / '' + - = I z nk - i y62. 5� I.E. 46 3-10 OUT S , { ..c, � - , MI oFF= 69.� - STREET LIGHT `� l) � 4 I I � re" - � S E E 1.. o +11 N N N -4731 2 N - �0 _ MI .1 FF 4'00- CHAIN LINK FENCE \ -ems ,., 0 � I - - �•6-H46 I _u 0 , ',,,. ate. . �.,�,.:. ,..<+& <i. I k' :. ,,„' _ _ _.__.. I 1 4. r ; �..: . 5+04 , RTr 1 M -. WOOD FENCE ':77�-� - -- K as i---� b f � I ___- , Fi , . , , . - J _ » Q f •�` �t.,_:.'41 I TMH 4 TYPE ®I 48 _ I ., - _ BARB WIRE FENCE / ' 1 _ +-- _ 1 - I � _ _._ 03 -- 1 RIM 46 7�1 I'llL EXISTING PAVEMENT LE. 46§38 8 IN (N)IL STA• 23 5 00 T . _y.. < _ / r F 1 �- Z -(, + -1 - I _ " �1./�`` MH 17 TYPE 1 Sd -- ,�� - -,. z , .39� - I.E.=465.48 10 OUT S) Glo SS - __T 104 R < 1% r" I € 1� Lp� } F`: 11 ,/7.__r ...CVrlw RIM- . ±, 8/•� t 10 ® b t ® O s / I _ a •. - ,_ MIN FF 166.81I'll _ __ MIN. FF=469.4 CONCRETE %-` '. , �_ <�, ` -> - -., - - - ; -� NOTE: ALL SANITARY SEWER SERVICES ARE < ,� , , � ` 1 _; ` �,. 1 I - - I SQUARE COLLAR - �r, _ ,, , MIN. FF=467.1, , - o Of/S ) STARTING FROM THE - - .,. LO '" II ,� ;T -4- - +} - - �a� - _ �� - \ I =4- -9� 8" OUT S STATIONED S 34 _ I IJ r I E) 1 I:,, E -, ,•. - r�� _ , �; w DOWNSTREAM SANITARY SEWER MANHOLE. '"y ao __�, ?L 3 ---- ;,� , , = + I y MIN. FF 467.4 I UO o0 PP / `N ^ .."i :'4 :,. :r•,, ••;�. .,, l_JK t:'t S tip-.... / rf n-..? - .__ .';. �.' II - M r < ,' , e , ,r I COMMUNICATION EASEMENT 2 ____. < 4 7 --- .J,I iI 6" .IVC SS STUB T Rec. No. 8803',30 65 33 3 S SERVICE S UB , PROVIDE S - � ©- _ - . - _ f8 467.7 \ i_ .r �r MIN. FF I N ,I < , - 9, r , 1I 200� MIN., (TYP.) I oo s3 ^ I TING HOUSE I- - - - - - • ® II 14 -- s i TO EX S T STA.-F64, RT. 1:1 =4 p r - - ,` c� _ -, ..wx n11 _ MIN. FF 68.6 _ ;- G�57 _ o STA:21+56. 5�68` tT _ -TO BE CONNECTED TO :, » i MIN. FF�468.0 MIN FF-468.3 MIN. FF 468.9 1- MIN. FF-469.7 r, - SSMId 3 TYPE,,I 48 I - - $+$# " -, I I 1 _," SSMH 16 TYPE 148 0 - SEWER PRIOR TO PROJECT � r _ _ 1 , _._ 29 7__2$ I M `. , x a RIM- y7`/ yZ I 30 I = 1�o y 27 I RIM 4�'1 s" ----- �, CLOSEOUT M _ I._ .- ,10 IN E by.�2 N N R TE _ O 15 STORM DRAINAGE II L 0 E 4 `' UNA81[i �b I 46.4: 4 1O" OUT W G�f• -, I I \ EASEMENT __7 .. � _,__. . -. (1'MIN C _ 6oCAT t f .� ( ) 111 I SQUARE COLLAR) , t � I f. 1 s _. _. - .. __. ry y , -- - - 8 I N N 3 , -. _ _ 1+3.3 I I I 1 --- � - � - _ C LE. 46$fi5 (1 y (09 3 -; t36 ,I,I -_ ----- _- I „ I >' ... e .,. 3 I 0- I.E. 0 OUT,3 W G9 .'. , , � :I I .rR ua._. - .... m. >T .O� :. I m._ , r, _ 1 i a \ J_ . f/z00 - -- 15 MIN . FF=469.9 _ _ �_ . -11 �^ - I:- _, �. g .. ,- ; r �- I , i \, I ,li - ,, T STORM I 4' i; f ___1 _ I 7 5, S DRAINAGE ,' r.- _ I ,fflMIN. FF-469.7 SEME i EA NT .9 --. a <- \ - /;; / ' x u: 31 STUB 1 R II -1„ - r a ___ 6 PVG SS t . 3 �> a- , _, 9 fNA - PC 4433. - I_. 7 _ < X i ,;!,L 0% , MIN., TYP. I _ - - ��,, , - a 15 STORM DRA GE _ .4 - fl v EMENT _ �' 0 ( ) -- _-- " EA MIN: FF-469.1 11 -__ _ -' - - 2 - �„ S n ,, : = _ r. " i C ♦♦ IN. FF 470. , -, 25 16 J I g 1:1_ - r-- r .r, J r - -- - - . - - /' \ 10 F?,RIVATE _ • ® �, "�-- 3 s , ., m -- 4 ` - r .� - f _ � , „ :. - STORM DRAINAGE ♦ ', „ 1 I` _ i �' _ I u x 3 - u, I, �_e ,•" ♦ / I F P i , y �t , 1. � , , EASEMENT I ,M ,,.,. , ,<,M ,' - - 1 -;fit, = 4 .. ., ; _. ii EASEMENT I ) 11 1,_ u MIN FF�-47 0 c ♦ '71 ,' _,,,�e.. 1 11 z,. .. u if - 9 � . - ,, . _ li­, ,.,...,, .. , ♦'A. -- �±: .. .�! 7.16 RT• -- --- . �__. IDf: ss ;,' SS 6 YPE G®8 0 _ ♦ , -- -- - - - _ _ a s.I, 0 TRACT E k _: w W-- �- - - n,. , 1 ,(S LL ) • I I _...._._. _ F , I. ---- - J - , ACCESS 8c -- --:: _`; S - n a f _ --- Q ------ r ' .t,.: a _ _, ATCM PAVING �� ,� ® 1 UTILITIES 10 IPIE ESTRIAN _- _ _ 11 „ _ w , MI =470.3 Q %` _ , : _ 4 I ♦ aIVA Y EASE NT _ I -- r ___" I _zzy ♦ y' I : ,: F 47 .6 e . , - _ o, I a C� MIN. F 0 l.L.. g ) wS�- � I _.. _ _ �> ,, _ - --- to .' r1 1 ' f PROPOSED EVENDELL SANITARY I. _:•..u,: „ / ,,;,-.T .y ♦♦ � I EA ENTR -- - - __ 4 if _ , i1` u • y r _ r r SEWER MAIN q ,,, -„ _ -a / t � I 00 `. , , . ",_ „ m,r t r _. ,: g is \ ,.. ,. _. � , , . ; -- - 7 ;: ' :: > � 3 �. ''+ w to y, :, .. .. • MH , o� I h PROPOSED EVENDELL SS 2 r e x. -,,. Ii. w f ;_...n N BY OTHERS1 n •. i f m _ IN v' i �i O IE 452.92 8 r ( ) F ,. I, n r cr' T I e __ m_ �� ; 5 ,0 IE-452.42 8 OUT I , - S TRACT r (OUT) k ; \ a . , Y ,! s SS C.O® 11 - .. I _ ACT ,C:. = SS C.O. 1 �•t Z a... �' , T 1 ACC S 8c UTILITIES _ - 1 I f v I I. I 1 - E.S I STA:4+76. , �:-2`6 F2T. f , ,. t I - SEfNSITIVEr A EA �t - - RIM=4 r �/ 71 L , RIM 4-79-ii-��73 5 ., . i, r r l F % CH -4 - » 71.N 4 0, I, ;, I j _ .\ 22 (MAT PAVING) (MATCH PAVING) � SSMH 5 TYPE B 54 � � a , S r _ -TRACT I / I - - ' W�TRAFFIG W TRAFFIC BEARING LID Imo, ' SHAOW MH �� r TRACT B --�- / (:�11 - - � . 21 1 , /; 7 0 '` - - - I . . = BEARING LID , I=46`9-# �/G8,9-; RIM= � 2- 8 ctsT� - - - STORM POND I 3 MIN. FF 470.7 E. �� _ 2 LE.="cyG�•y9 1g I. mf�r I�, �/, - MIN. FF=472.7 I.E.= 10 IN (N) �%�7 Z3 ->, aunt. I ;� MiN. FF=47Q.3 MIN. FF-470 6 < 20 MIN: EF=473.0' y¢7.33 . 1. {I I.E.=466-v8,10" OUT (E) I MIN. FF=471.1 „ SUR.A _ Pt ti��5 c I ® _ 18 I.E.-466=5Q 8 OUT (SW) ® M Y " - 1 DERGRQTJAde LOCATION MAY VARY \➢ f, I \11 V1 STORM DRAINAGE I I � 7 y1 1 PRIVATE G ® ti E AI y Ti0 EX. ON E ° 0 y ► , . _-. _ t?VATI S, D I'THS, AND AS-BG .. : _`,' F R1 r N I O �,;< -- 4'v. --.- - ,, ,_ E E 1ENT 20 00 ; , _ w h' a <_ r.__ ,- - i - - - - - ®� CONFIRM THAT E LOCATIONS, MATEIRIALS ACTUALLY USED DURIN® x r „,._- - _ , , - If / AS - - „: '� I --- CC`.NSTRUCTi(9rd, ACCURATELY REFLECTS EXISTING FIELD CONDITIOWS AS . , `, "I. x , `i .. „ ,>, �, -74. , _ _ X. , MINIMUM FINISH FLOOR CALCULATION FORMULA: IVERTICAL DATUM CITY OF RENTON-NAVD 1988 - - -- _._ _. m?� _ _.. F, - DIRECT SUPERVISION ,_-.-...._.. I .. y- Jt`T ON THIS -. - ,. - , . - _", ''? � E: � __.__ _-_ ._ _.___ _ __ _.- __ _ _. S d C10-9 � CLIENT DALEY-MORROW-POBLETE, INC. LAKERIDGE DEVELOPMENT, INC. of L ` 726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057 �,, PHONE: (2AUBUR53)333S 21200®(FAX)33322206 PHONE No. (425) 228-9750 2.0% GRADE FROM INVERT OF SANITARY MAIN CHECKED FOR COMPLIANCE RECOMMENDED SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB BENCH MARK: BROKEN BRASS SURFACE BURIED UTILITIES IN AREA TO ,CITY STANDARDS FOR APPROVAL TO 10'� INSIDE OF LOT + 3.0'�, DISC ON CONC ST. SURFACE, FLUSH. CALF BEFORE YOU DIG If CITY OF RENTON BENCH No. 2103. 1-800-424-5555 17 I 7 /a� BY -J LOCATED AT THE CONSTRUCTED EXISTING UT ! L i T 6 ES SHOWN ARE FROM I =�� Date INTERSECTION OF SE 128th ST. AND THE BEST AVAILABLE INFORMATION AND I�� Date pv BY 156th AVE. SE. ELEVATION: 547.94 NO GUARANTEE IS MADE AS TO THE j ` BY EXACT SIZE, TYPE, LOCATION OR DEPTH, D®te 0 z �o � 132 � �Fss NA L ��\ i L�L_ corporotad EXPIRES: JAN. 9, 2006 Mj6jjMjj66,6666"GNFD AND DATED PROJECT PLAT OF LIBERTY SANITARY PROFILE 5 " 1 O I.\Project\01-470 LIBERTY\dwg\01470ENG.dwg 1/19/2005 9:19;17 AM PST , ,, SCANNED APR 2 2 � &OT It w CD UA 0 I ff ? 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