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HomeMy WebLinkAbout89D1070N0�.9YO�Y0'� dOW-N 0•.Urlm 'r 'r •'I'e'O Dvolw-Nv.d 13ltll/ r ww�■■—w��—■• _ �wwww�4�� . I I - wwww www w w �yww wwww w �wwwrrr..nilw wwwsure�w _ � u i ii I . w wwwr�:ww wwwwwwww w ww� r.�ww wwww ww wwwwwwww / iiCYr I� I IIF"d�4 wwwwwwww �' ' w■Ti ww ws wwwwww "n"n"n"n" wwwww ■ w ww ■ I wwwwwww INNIS 6-1 ■ a .0 . ri i -r, wwww www wwww w� 1 ■ � ! r �� �- • ' . nr. . - . yrurr/r r.yra�■/avurr�riy;www yrsM■r� www ar: ��a... --'.mow ..w �_� ______�_■■■�i■��■■■■■■■■■■■ / maim ■■■■■■■■■■■_"i.+i �� ■■■■■■■■■■■■■ �■■■■■ s •'�u f., ii w ww■■■i l ��■ '�SLfLLaL:Ci��■�.°i ILT ri ✓ s 7 wwww wwwwwwwr-1 r. ..•■i■c.,r v � ■■/i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■= ■■■■■■■■■■■■■■■■■■■■■ 1■ / III • , ice. ^ - _ / _ ►_— 4' FENCE wx" IF I IS Wf"R"UNM WE - // / I • BL�/ 7 :All ,. . ■iT�1�131tii �i IT vow. all • • I �M�I�y I' AIDPRME ME VEO ciTY4OF Si / • / Iirl .� .. a I -/' • I - • III I I I •C' I' L" I I I LAKERIDGE DEVELOPMENT CO. SURVEYORS - ENGINEERS DE#424 AUBURN MEADOWS •' DEVELOPMENT •' SOUTH 3rd AVENUE O.: o 3 m O T x ;n�<I i VF:�' 4 2-75 89D1070 1 OF 7 ... i■■■■i■■i■■ MEMO i■■■■i■i■■i■i■■i■■■i■■■■■i■i i■On R. .�:.,i ■■ ■ iii■■■ ■■■■_ i■■= ■■■■■■■■■■■i■■■i■■ii■ii■ �■ MEMO •I • •:II 0 0 EMEME ■�=' _ _ _mou-ME iF a■aaaa>.=aa�■■i■■■■�■■�■■■■i■■_����_�a L7'y=�■■__�■ ■■�__ii_ I • i■■■_■=■i■■■■■■■■=EMM=i= II Ems !I� a� a �i � i■ ■NSE■■_■_ MEN MEN ■■■=MEMM _ MM =MEMO 2 _i��=ii���■■■■■■■■■■■■■■■IWO _,oiii_ FREEMEN ■_■��i�������0ria, MEN ■■■■■■■■csil ■■■■=TWiEFEMM 1 ■■ _■■■■■■■ Now ii E ■��■i� i� i ■■i■ ii■■■■■i■■■■■■_■ _ii� a` a PRO ■■■■■■■i■i■■��■.i■■ii■ii■i■■■■■i■■■■■i■■■■■■■ ..:.: _ • _ ■ i ■ii■i■iiii■■iiiii■■■■■■■■■i■■■1■i■i■■■ . :: a, mom ■■■■ • so ■i■i■■i■i■■■■■■■i■■■i■■■ii■■i■ii ■■i■iii■i/ NOW NEE O r - trench with a minimum horizontal separation from other 5 - UL711L1e5 Water, Sanitary Sealer, and Storm sewer) Of M FX1 Ir.� R i five feet. - -- - ROF Q 42 r 17. All construction surveying for extensions of public t'I�I - _-- "AS facilities — I EB CER Y T HE 17 TAL LOC TOM OF E - / (water, sewer, storm, and street) shall be ---- '15,c .CUL r licensed professional of a licensed surveyor or a - done under the di 1 Civil Engineer. B ME R Y DIR 7CT -E s'WA 20. All side sewers shall be marked with a 2 by 4 stake - - t connected by a wire to the end of the stub. All curbs 2'B W- - _ - - - 8 8'x8' TEE --- -� - - --.- _ e -- shall be marked with an "SS" at all side sewer locations. A Y. - OF/L /ND ATE T OF NO E. OWN .L,S No. 634 E H TAP G !O SING ORB Qt. W TER - - _ A 5' C.. CUL ERT SSI' _ 21. All water services shall be plumbed per the City of _--_- -- - - - 80 D. - -- Auburn Standard Detail with meter setters. 415 -.--- 415 - _ 23. Restore the right-of-way per K.C. Right -of -Way Permit. 24. Extend side sewers 5 ft. inside property. --- 25. Side sewers to be 6 inch PVC ASTM D3034, SDR 35_ Iron Pipe, 26. All water mains shall be class 52 Ductile bituminous coated and cement mortar lined. M T.L. 16 %f o _ I Exisr. BAN. sfw. UK (WMD SOLID LID I.E. LE. !W-E)-425.95 HI BE NO fM✓1 1-8 22 BLOCKING CF_ND !M✓1 J-CO(JC. BLOCKNG �p diY� j / !-C C. BLOCKING \ r , n \ / (MJ 1 /3 5' .E. 118fh C . \ , i I " I I m�� / �lI I: / o o 1 I I G.V. W/V. FL M / l-8' G V Pw/V @ A E �� C4 MVO N SS �i i. \ I V co Q m T.L. 16% / / I �l-CON \CK _ I I °' :�y I-8' C. U2' HE7t� 3 b ;�IJ 1 I GONG. BLOCkAPG g SSE �\ 7B 5' ATE7 cc ti I \ 25H3 1 ESM'I. l-TAPPING SADDLE , " I-T1E 2' BLOW- FF A S 24's/•9•+' T 5'-8 .L l-8' 45' B_N (MJ) I-8' G.V. w/V.B. IFLxMJ! / ,2CONC.UBLOCK G l-C NC.I OKING p 11,,. !-CONC. BLOCKING T 0 G.V. W/V, B.O. h I 90 % .p.l. x/sr. C.B. Na. 3 � - i` h I I I TYP. SINGLE 314' A01 j G4. EL-934.29 ' xT 3/•96.79 _ 'Os / I. LE. ME 430.95 q IO M WATER SERVICE 8" �� l.E 1Wr43/.lB / I \ / \ w 60 M2_G/t VEL OR. •5 74 1 I'�i� , EXIST. A� �t ---Ill IT TEES fFLI 5' Dl4. PLA 7ER 2-W.V. I V EXIST. WC. EL.-43a21 (TOP OF N +j ! - \ 1 / I-8 G.V. w/V.B.\fFLxMJI ze.5/•04 /BLAND I N STA. 2.50 1� - l'8' .V. /V.B. fFL)C I M I Ury. I / .I / ,1-22 2' END Ll l-90• BE NI h� )Xi P we R1 TL 45 2 CON H QCX�1 S -CO LOCKING "' X J / O 7 I I � S.E. 118fh PL. a' /� � � V W W l �/ / 49 k x x \y � CA No. z H 4 1 J I 17 5' \ PLC l.E .9 1 I \l \r 1W13/,H9 W n I 4 / WK �• I I0 / a m n .� p 1\ 434 El DI I ID' p \ 1 I w � 'J TYP. W* DOUBL 314' 8 O WATERSERVIE A PWOVEO 4 019FSt L.aY CU.BC70 tOR!® 1 P / I EXIST. C.B. No. I f , 1+� r CVFYPF AUBURN GR. EL.- 4. ft 5 •`O £NQINEtAtf C DEPARTME" / C RISER 1 9' WrPE F I 0 I 8 \ 4 aW/E/FENCE l I _ I.E. SN�.9900 1 »►., ` DATE 1 -`Z• - .. D. E. # 42 4 XIBT. BAN. W.APPRUVLO ' MAT 4' FENCE %X— 4 ' RdI fL.-Ala SE co T L. 2D6 W.M. 8'(WdE1-427.19 \ \ I_ I J 4 TDWNSfIYrJ - CNASTA/N ASSOC., INC. LAKER/DGE DEVELOPMENT CO. a dFr— * 211 DEVELOPMENT CONSUL TANTB DE#424 `AUBURN MEADOWS WATER - PLAN & PROF/LE KENT, W'ASP"TOW AVENUE E98032 °R"I"Ir DGL a lff_40I NORZX-5' VERT. .serr e ( 206 ) 854 - 2043 ,1'wlWlta am 'pB8% 0 89 D 1070 2 OF? MEL 1 Am■ tl 9'O xl OO1Nrtle Ntl00 Gtl VOVIa'H 9'9 -4'0 31 1AOW-N4d l 31tl1d =on ii Eiiii= = == =_� __ _ -- _ _ -- _i3 : ire _ 001 ME i�------i=mi��_----� i __ ii iINEEN ii—i = ____ ==i= =_ _ __i ____ _ _ ____ __ _________INEEN M MENEiiINNEE __ __ _ _ iiiii� ME E___ii=iiii ii�i 001001 �ii_ ___ _____ i — MMM ___ i _ERM____ �___ =_ iii _� ii _=i��=_i����=—ii _ mii -=i -- - - --- _ -- _ NEE - -- - .=-•--�iii=iiii ii=M=_==i=_=_=_i=iii i=-- _ i_== -- •--- -i - --_- _MEN MEN IN ;iiiii=i�iiii� �_ 1 �.L�•a`ly.•JILL•ll•J■1� r>a� -- 1 i-- =_ l==--�ii.o�� _ _mmMMmwwm !�!!i=' -=iiii iii SOME IMINNmmmNmP.M mm i __E_T■y.:a..r r.s.:.,■... aiii _ WINES�� _■■■I _i_��� �� F�I:IIAiiG.: __ iiINK,i�� �� _ '{>(7■. {Tyrn�/71+1't :.' 7� ://F.•� FYa 7� _■IA w-/ Miami �� � AWL =_MEMEME _ _MMME _ / / lam■ I 'I r r _-- --- ______ _ � r4��, EM ! _ . •r w.rar.►r ��. smaI oiMMMis l- mlr.v&h[-r.AjlWMolmp 1� ■m-•■i__�—.i�T^7_ 1 ■. 1tla�� ■ ___�■_L __ r � ___—_■__i_i ■■■ �'. RG.k rim ___—■ _=� _ _ __ LY W. Wrm =i - . ' �a=INE #r-1Ta w:c`r�•'•rlvi��_ ==_r_iiIMMENINEEN /-, DIKE,_ PIRA 0 � III ] • ■_l •— :MiM==iiiiii=���ii�"i-=iiiiii_i�_� r '- ■ i - . 1M-- -- _ i----i_iii�_iiiii �__ii� ___ __R1// l ■_ __�LLriJiiY: __ __vrar _ _100 001 ___ INEEN MMEEM ■ -- _IMENE � SEE RT■ I •'/71/II"i0. M7'J LYf../.rif ■rs�i J TT..1rTTS7'^J79R1AfI.RS•J_I■. ME' I i •.lsr��r)� MEANS ' • MEEI INEENIMMEN _-- — ----- -- -- M- i_= .. r 17.N a1 - - -, • • : 1 1 _ ■ �i INEWE / • •- • • , 1 � . / LAKERIDGE DEVELOPMENT CO. SURVEYORS - ENGINEERS AUBURN MEADOWS rDEVELOPMENTCONSULTANTSDE #424 FCA WER - PLAN & PROFILE 0 / • -/ ,. • / 69D1070 4OFT .i LEGEND EXISTING PROPOSED AC. PVM'T STREET w/CURB 8 GUTTER, SIDEWALK CULVERT WHEELCHAIR ACCESS RAMP - -�- DITCH OR FLOW LINE OF SWALE 1110 BASIN TYPE I - CONTOURS PP -�` CATCH BASIN TYPE II POWER POLE BIXLDNG SWALE O 0 CATCH BASH, SAN. SEW. MANNOLE s-�-o ADS ROOF d FOOTING DRAIN w/CLEAN OUT (C. 0.) ce. ss 4 ADS ti C.O. o W.V. WATER VALVE^--^^, GRAVEL ROAD A FK FIRE HYDRANT - a- w- WATER LINE w/SIZE SAN. SEWER LINE w/S/ZE STORM DRAINAGE LIE w/S/ZE -X 9= FENCE _ _ - _ _ - - - GRAVEL ROAD Z .•� "off W 402 S R 4 of 6 TNo< i J / Fr lL 404 I / 410 `%' PVC MP � 4" AD M4 \` FTG �1 VEL ACCE Adli u / / � TYPE LJ-4B• Q M7.P9 TYP /!I i BARRIC DE 3/•46. 416 416 /.E.•F203 2 W l s EXIST. GB. it APPROX. CORRLIA#rs2pF� v~, 6 I DRAINAGE CORRIDOR n' I EXIST. C.B. Na 5 / A �O O� \ GR. EL.-432.03 I.E. 12" 0-428.20 I.E. 12' (WN428.26 I.E. YARD OR.-428.26 YARD DRAIN m TO EA'T. NALEI /l-�,/; DPP j T I N •U112w aQe Q1 PVM', TAP T I NO E$ • "' S E4 o/ 6 c �' Q 3 RM EL.-433.49 SEWEREME SAN M.H. D TEN•TION/ON DETAILS . ` MIN. F00 I G ' 1 w/(W-0 SOLID LID Il I \ ELEV. = 424,0 h - I I I I.E. !W-EI=923.93 w I: I I i $ u is rs I r� I T, \ pP�a LE. 9/9.3 1 Q 426 .0 E. 8th CT. (REMO E) C5 101 C. zs z3.6s n Pc A M ° S N I A LE. P S b SEE NOTE C2 8 3 24.6/ P .O. � I • `b• L a 42 } 2 I I EXIST. C.B. Na 3 1,50 \ 1 OR. EL.-434.29 LE 0.430.93 \ ry, T> E/ ONC•�'P I \ LE. (WI.43lJ8 ° LE. ?D.DD PAD SEF. NCT l • .REMOVE�.0. I -EL-4 \ \m TR-SAC R 25' DIAM. PLANTER 1 EXLST. 1 C. EL -4392/ ITCp O � I I Q OV. m-, \%\ m�'p ' \ Il "' . I n N - ISLAND OPTIONA 13 > I� sTA 2.30 Q w '�. io.0 9! a Inj •9A O �" N =, J 1 1K! TYPE \ \� �\.S 4' RF 8 FTG i I S.E. 118th PL. F hO h n n n,n 3 .� h < w It I d nT LE\.M/B \\ /.E.=4P .'.'._'BRA y y I I yl �_ I` i'oa� p \� /f/ 4 s L .-8.70 N Y1.E.-421. \\ 1 6' ADS 4" AO �• R2 %� 0/ ` �/ ,/ I = 4 EXIST. C.B. No. 2 B.M. m "+ vp I \ LE.•gP/.O LE. g + / C GR. EL.-433.62 CR06N IDLT O �` �. '� I 1 -+ J o„i 20M ` I I 434 LE 0Y431.B4 �•��� C.D. �' (\ I( I 4' A S IN 8 `p DRAINA I TYPE !,w/S LlD FTG RAIN ,� EASEMEN 30 � LOCKING L a � I RET. ALL \ I. 1.E=353.85 • . Vi ,� 1 NI I E C.B. NO 2 I v� 7x8'x!' RIPRAP/PA T I O 8' MIN. DIA. / Q� 4' FENCE ; ,s•�3,J ROCK F �!v / ,{ •C 6' p2d0 F G I � r I I J SEE l2' .� /' I / / n I A 4 !N E SE TION ,/ �j .. '.Y S NOTE / I s ILA m p /1 /B,SB r C• N N N GRAIN /5' S L. 2 I I EXIST. CJL Na I =3B2 T PE /- • K F - .54 LE ` +• W EN[E _ L£. fE!•431.90 1IP/S 4' WEE G.. EL.=4390 O n (�• IO ST '1 /. �3 7 / N • C^�23 .� 9 FENCE 3 '~ • W.I -� LE (SY9J/.90 / •e ` y , w N a o y I ■ E/ iiiTiT 23 I M •58'� M E W Ex�sr. SAN SEWER Mn i n 1 _ _ _ - _ _ A 97 /f ) O N 61.85 ��L� I H RM EL. E 36.85 719 20' S / 6 S 2 / / AB CCORDING y S 2 /1•A I '� 436 D !N, Q I • _ _ 15 GR L cYtTO W.D.O.. K /5' �I I` Nj5 F 4 �O EASE N ®`' I * _ A RF � F - GR .N �L� LE. 5.0 yl I'• 1 }�l 0' EXIST. / \ i 4 ]II,fI/C 24 r QI / / 12. IX.A L D h 5 6C fPii =3 O !T P 6/.00 I 3 N X 25 DIAM PL TE 3 EASEME/NRRR((()))An F - 936 -I w JJy, I 20' GRAVEL DR. Vi 3sO �l LA !OP /ON AL) /' Y / 6i I r. . \ '� MAIL OXES (�I` • T I 6 0/ 6 ,6z LE4 ' / 2 F. 7 111 SEE TE Na 6 1" t lP" C.P. rt N7' O I 57IT. 6 0/ W. 9 ADS DR IN i �r FOR TAIL 436 /.E. 42 .. 927..3 � Nv, N • un / /=4268 m } 2 h 9 T 3 Po SIRIAN s 20' /B. 6. P 6' A S R8F /N B x�.� RD D r ....� I I W) / 8 PP ( J 5' A C. V E ! Cl7/LIT D D. xLE.g2 O O� LEMPA NJ'A 5 C.B. NO. (; �, 1 / c I I APPROA Y 4" D LE. P4.0 C 0=4 / m 1.50 - 7. jg L . 4267E9 ._IZZC / L ry1%•, .J / T -3!-! C.O. ZOL (E 5JA ,�� 03 y �I�I2g� //!/� X 55' P 5��� w I I �N- EXs / F- (f/ DS L£44 AOS yd FTG RAIN e (/i Q j 11� x �• T' I % (L W20. LEW27.0 C.O. / 6 S.D. ESM'T jID q0 I E. / LE LE /P70 � S 17t PL. I.E.=4 8 CO -1 B.YY.B.L. �QQ1p I I 4f Wb 396 3 / p / 6 ADS /�F� LE 3 LE =.5 S 0� i� / ADS N-/2 /.E. 275 Id'O _ ✓ / /TG D FAIN . J LE.M32.5� LTE /.Pl p29 A I P� ' Y Z N 02 y M O �- / / 25' DRAINAGE E 'T� B C /O' STORM OT I '�/ .i� 4' A RF �F EE NOTE l SEE NOTE 2 8 3 34B �� EASE N7 \\\ \� ORA/ J\TAG It TAPER DETAIL- 4 N �• _ - - - // PR D TO 5 gyApp{{ \ BERM I x l5 B,S..L. \ _ T. 3 0l6 I - 4 A.C. PVMT. IL J� S '�'.p\I\ tc\\+ 1 I ; NO TIES, '"• b y ry I 3' • ^ `�s�, l I B. M I Zq 1. WARP POPE? PO S E MJ T AS FIRE HYDRANTS N 03 s AAO PROVIDED POLES EXCEPT OC NOTED. J ,. \y m BASE BOLT 7 PROVNED THE POLES ARE LOCATED 55' FROM _ % x / •Y Q03 d ��-� q "� EL.N39.92 m CURB FACE OThERWLSW RELOCATION WLL ❑ C A U r ( / 1 BE NECESSARY. 3 I 1 {i \ I I IRON �� �� I a 2. A COWL/CT MAY OCCI� BETWEEN THE EXISTING q8- WATER MAIN AND TIE DISCHARGE PIPE FROM 6 � .'1'•. O c v 3 v i P F i P ' P p m "� m NE SSARY PER /OK-COLNTAAAT D AS y (SEC. 8.021 In 9 N" 10 E j 1 . II NOTE+ W 3. CROSS PPE TO BE INSTALLED BY OPEN CUT. ., ' • THE PUBLIC DRAINAGE EASEMENT SHALL BE MAINTAINED AS AN OPEN, GRASS -LINED APPROVED en 9 x' 0 '"" a $WALE. IN NO CASE PIPING FILLING OR 9. CONTRACTOR TO COORNA TE MAIL BOX " •.' \ "' _ NSTALLST. WITHNOW,, . 9 OFFICE _ OR OBSTRUCTION OF THE LSRAM/AG£ COURSE A - 0 R. Hw. AIBODY WA. seoo2 / BE PERMITTED. D. E. * 424 ( PH. N. 633-0340 / s - Ij, . s•"ln ATTM ML RKIN�RD BODY E } t • YNACO . 3. END VERTICAL CNPB AT HANOCAP RAM°. E 8 ' LEGAL DESCRIPTION Kavc COUNTY Y •• I. TRACT 4 KING COUNTY SHORT PLAT No. 478072, RECORDED UNDER • RECORDING No. 7905170574, APPROVAL D & 12115188 REVISED LOTS 27,28,29, 8 30 -Y-�-s--' 16 % 15 ; 14 TOGETHER WITH THAT PORTION OF TRACTS 'B' AND 'C' , KING COUNTY i ® 11103188 REVISED COT LAYOUT .8 K 1 / N G SHORT PLAT No. 974042 RECORDED UNDER RECORDING No. 7607010723, SIGNATURE. LYING SOUTH OF THE NORTH LINE OF THE SOUTH 530 FEET OF THE DATUM 3Q 9123188 REVISED POND 8 ACCESS RD. B/ NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, 2 JI VICINITY MAP TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING /. ���� �If 11Z 7/9e 8/l0/88 REVISED LOTS 8 TL S.E. 1171h PL. SCALE: Y- 1 ARLEt f O COUNTY, WASHINGTON, CITY OF AUBURN �� • r, jfj m ! • n6 7/5/88 REALIGN OUTFACE AND TOGETHER WITH TRACT D' KING COUNTY SHORT PLAT No. 974042 BENCH MARK No. 6B - R.R. SPACE i + + 1N P.P. No. 29 ON SOUTH SIDE OF • B.A.L.D. FILE No. 388-24 REV NO DATE DESCRIPTION RECORDED UNDER RECORDING No. 7607010723, S.E. 3121h ST., 51h POLE WEST OF t • � 7M'P•6/ AND TOGETHER WITH THE NORTHERLY PORTION OF LOT 2, KING COUNTY SUBSTATION I� � � ';• •r + SHORT PLAT No. 381075R RECORDED UNDER RECORDING No. 8206240647, ELEV. - 350.80 `� •,ND't t :�ti '�. o••• r�oll6G ii PER APPROVED KING COUNTY LOT LINE ADJUSTMENT Na. �•,�� eee RECORDED UNDER RECORDING No. ALL BEING IN THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, b RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON. -r 89 D1070 60F7 PIZlo&A "Y'x'f1 M 011,11Y. 405 400 n� "�•\\ h/ px AlTrH p !A� O W Po M O . O n ^, b fq 1NT _In.W ! W S h yj...... ' O 7_ O._ V. P O m A^ m yN ro x n v .: "a h w 440 397. 00 p J u ry V W ti y` y IL h IQ h 39$ _ = GR.EL.=399.0 L�i a E. "12' (El 396.0 ....... h L. f.- r. / / i 66.j g5% J �. h.... toEXIST. 8'..WATk77 435 .:.:.. _ _ .:STA, I8.8/ 80, V.C. N a h I ,. h Q h n :. 380: .. ,/ .: C.B. No. 10, TYPE I `� :... ............ .................... GR. EL. 397A0 of P h (q / _ 60' V. ._ LE. !2':;W SEJ-393:5Mr., 6-of 68E2 J. / tp DEraa ::@ 050X ... v ti _ w Q. �.... '% _.. l..46% -.;..' h o O i y 3.0 ob EXIST. .. hb wr 385 a / 9@9'3 µ% 425V. srA. E2•e2 /4' LT. v p 2 n C.B. No. 5, TYPE ! _... Q / w/THRDUGH CURB INLET W N K Q i GR. EL.=429.68 N- v N. x M u ... .. ti h 28' - 12' CMP v u ?: W w1 p 380 h I.E. 12' (EI-427.2f © n Nle / CONTR L C ... ....._.. 4,�.0. n i/ 6 A9� 4i W W hj j i 90 W / TYPE 11 54' w/SOLID LOCKING LID _ w _ Q r - 2 S (w N� a •.f ° X C.B. No. 6i TYPE 1 v y ... n. �.. p w .... .y 4" / RIM EL =395.:3x .: ' ..... I.E. 12 (E-N;-,585.78 v°i h X X w/THROUGH CURB INLET GR. EL.-429.68 / I.E. 36 (SW)=385.78 co ^ W o / dY h / LE. 12' (E-W)-426.79 O ® GR' EL 3Es.o= S.E. 117th PL. h a Q / LE.Tz rs,E N1=3ezaQ 375 415 ? y ? �i ¢ Q d " ~ 375 w y h 425 Al t �' 37.0 410_' E / e ACCESS LOT 28 °i v y f STA. 16.9014' LT 420 t t o i CB. TYPE N EXIST, GR 2L.- 6.6/ 31+00 30+00. UD tie) I.E.1E1"(W-N)-411.98 385 385 40S W / A• STA.16• T 6 C.B. No: 8 TYPE 1 _ V ....... C.B. No. l7 TYPE I --_ � GR. E N c .... 50' - l2' CMP M 2 LE.12 (E)-41240 v j w/SOLID LQCKING LID C (,.'4 6.61 / GR. EL; U-367.370.OW 19 h h a I.E. /2TN'-M=367.00 @ 1.5U9' �: V. a w to f:. e 360 380 400 �, AAA u p a ; / e\� c.B. Nm IE TYPE / _ °o m P / 2 w/SOLID LlD 7386.0± __ _ _...... _.. _ GR..EL..3 86 .St wISo „� xx�� Nuj us /..E. I2'(W-M-363.00 v N n n E N: A O. % h N Pbv f . U-A CUR INLET_._. J __ _Q 2 .:J N v r:FQ. WW/VANED GRATE h N..d... v a p1 N .._ GR. EL. _ $8 'AIR VENT W h Q. N w n W N Q h i0 I.E. l2'fEJ- 363.15.:. a h O o W v v . v c, ° W C.B. No. I9 TYPE ! w/SOLID LOCKING. LID a 30 J C97.EL.•3570' 6E, 12" IS WM354.00 !. _:.. '.. ...... _.. 1190 430 N N N N ua : W -J w O ti O N y X i IO - 12" CMP @ L50%' _� ....�. �, ~ O-� 43G R .. CO p Tx8'xl' RIPRAP PAD 4 ,, ..... _.. _..... _._ _..... :. _:_ 385 425 5 /.54% \ <. 2' - 36' CMP 4�. ..:.. 8' MIN DIA. ROCK h, � \ o __ '. TO B/OFIL TRATlJN SWALE h. "� @ 0.50% TA. 183 AM' RT. - T: 2 C.B. No. 9, TYPE /1 - 48- w/SOLID LID LID EL.-401.78 IE. 12' 0398.30 __.. .. .. W LE." 36' (Nl=386.23_ 410 E DITCH e ro. :: m o 12" CMP ;C.B: No. 12 TYPE / Q y . mSR. EL.-422J4 61 6, W �. a v 0 4 n LE. 4203 iLl Q.�w/TFRO� CURB INLET KING COUNTY: 440 W li i R �Zti N 7 2" i /P ._ _. v- - m .. O m w __. �'-_W J mL' M W STA. 24.00 14' RT. 66' ,50%M I.E.'l2'7S1�'4IE.70" APPROVAL DATE. 8i O _W. ¢ �. °u'4Y: @ 28' -:12' CMP @ 1.50% h. n b v o. e 2 440 _... _.- GR. ELo.=423.57PE.1. A. 3•/6 J4'. T. _... 415._ /•4% P. c '° n h °! o m ''m m w �` ti �. N a LE72' (E-W1=420.00 C.B. No. 13, TYPE / S/GNATU :. 35'-l2': CMP @ L50'> v °' ^� uj N 'U: �, �, b 'A w. W O W/THROUGH CURB INLET - . SOUTH _- _ _ - v v M wl" " c +: M a v o W b q SrA. 23.75 /4.5' LT ID GR. EL.=422.14 �27� ' 435 /. t c v M ^'� m a O ST 4• 14' LT. C.B. No. /4 TYPE I! AE 12' !N-EI=4/828 / � � L Q "�"'/0/L WA 7/ER SEPARA TOR ..." p v "� • h C.B.CBNa. l6, TYPE / . " 435 26+00 _ GR.. EL.=423.4/ GR EL,-422.94 _ _ I.E. 12" iE-W1=4/9.37 I.E.l2' f£'1Y1='4i7.29 _.. :_.:.. ..tE_xIS T _E' W.M. 35'H2' CMP @ L50% ti .FLOW L/NE _.. a c h W - --.itZ+00. W.M.- - SOUTH 40'-1 - CMP @ 8.43% AX GONER' MAY OCCUR BETWEEN THE.. - ` 2 EXISTING E' WATER MAIN AND THE SOUTH 25+00 24+00 , 430 DISCHARGE ADJUPE ROM THE CATCH BASIN: --- =- _ �+T 23+00 D.E. # 424 -... MAIfE_F,L1D AbdUSTNENT AS NECESSARY., _.._. _... EXfST. B' W.M. _ - _.... 430 S.E.S118th �r I . .. ... 12- cm V7/5/1" SEE NOTE -C.B. No. I _.......XfST. 8" W.M: 7x8 x1 RIPRAP PADS STA, 6.50 172" RT, lST C. ' R . STA. 3.80 iZ2' RT. SEE NOTE - C.B. No. l 7'; 'xl' DIA. ROCK 'REWSQD C:B. ELEVATIONS GR. Nq 1i TYPE! GR: EL 434:54 C.B." L.. 4 TYPE! :REVISED P(PING,:ADD'CBGR. EL.=439.50 : LE.: M-4 3.00 (. GR. " 2' (SI.6.06 STA: 2•l2, lT.2'RT " " "LE /2' (S/=436.96 LE. fN1=43300 "lNfWl LB l2' (S1=433.52 C:B. No. 2, TYPE I REVISEDROAD PROFILE ::8�MST. CB._.:16' RT LE. 12' (Sl=431.92 _. `�N 1 14 � �:GR EL=434.29 / f\� �. %I ,..REV64D...OUTFALL. _..L£ fE)=430.9s ��� s B.A.L.D. FILE NG. 388-24 LE. M-4308 I.E. (N1=43/.4C (NEW' 7+ 00 _ _ 5+004+00 3+00 - 2+00 1+00 0+00 o + �t 4 a�t�a-'_ NOTE^ PRQF/LESHOWN IS FLOW LINE ���r'ou• Y•�L r'/R1 S.E.316th ST. 6-Is-88: PF#�27, 89 D 1070 7 OF 7 �1