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15-105833CATCH BASIN SOLID LID 300.95 COW 1E 228.34 E* ADSSW2\ �°dater � alve._ z PARCEL NUMBER: 072104-9093 PARCEL AREA: 66,714 SF = 1.53 AC West quarter corner of Section 7,Township 21 North, Range 4 East,found brass disk m Ln CD CU North quarter corner of Section ',Township 21 North, Range 4 East,found brass disk with punch, incased N89°55'11"E 5195.82' VICINI TY MAP !� 1 (D co dti " J J CATCH, BASIN \, SANITARY SEWER"MANHOLE Al as �\R'Im 309J14 \ g \SSMH >; FH �, • RIM = 320 4 t Break H I.F:. = 303.0 SSM -i''i:A RIM 128-WATER PANT Sidewalk'W;�, — 31 8.0 Ln U, MARK ,,7 cv � , ,,,,, . ,r ;' o . WAY � ; �' POROUS ROAD 0 IMPERVIOUS ►J dd ,4318 th ►J t. a S89 50 21 E 478 5 - f ROADWAY N89 °44 ' 49:E� 96. 64 cI) j • i : , too -9C ., n. .. _ - - _ - i S TOP Flpu� o rolled.. a. a, a. S SS-- t i s n' c,rb 6 utter F. o�5;.e�a cv —L ��IVA®A® f POROUS'HMA HMA ag ��v - QPLANTER STRIP aF Sidewalk --ems _E. 1t, - — ._—;o_: F, �1 u E T W - Va W -,Pr:: W W 1h VV — �, --- — - -- P o ; + `- - _ 5 3 <{ toranstuormer� w�D - _ �A�� A -- E PER �.., +� reet sa n Vl0 9 $ CO ; , .: _ P OUS GO C SIDEWALK a fVC S/ 16 190 sf Water ; DEw,q a - v. SANITARY SEWER MANH RIM E.E W PVC IE p PVC 1E 293.55 ON SOILS: ALDERWOOD GRAVELLY SANDY LOAM (PER NRCS MAPPING) �7:i1i14 BENCHMARK: CITY OF FEDERAL WAY BENCH #2168-5-1, RAMSET ON EAST EDGE OF TELEPHONE PEDESTAL PAD AT THE NW COR OF S 336TH ST AND PACIFIC HWY SOUTH. ELEV=346.81 INL SET PK NAIL 9'W OF SOUTH POINT OF CURB RETURN OF SOUTHWEST 317TH PL AND 5' N OF SOUTH FLOW LINE EAST OF 6TH PLACE SOUTHWEST. ELEV = 317.76 2562.22' 2633.60' a ?v (� t a r'-I�>CD ✓ \\IJ' a RAIN GARDEN c,, -`' � o ,�, �d�-�;,� HELD ALIGNMENT OF THIS SECTION 20'r Pe hol a °'' .4.`- OF 7th .VENUE SW FROM THE ANGLE T � — — � SHOWN 0' ROWLAND HEIGHTS + a n \ >,. CCESS AND UTIL. I P �h 1� \ CD 4,3574sf J \ ;, G 6� a 10,535 sf ,- q I� 548 sf 9,667 sfe� 10' 12,111- sf I i I ��• i NN 5' OPEN , g° .-. \ _. /f "P�'"�.«^°mod s.. r - . - FRONTAGE IMPROVEMENTS: l I T�A�1' C �' R�� PROJECT PROPONENT WILL REQUEST 6TH PL PUBLIC STREET IMPROVEMENTS RAIN GARDEN 1 5 wood fence S \ 3, 303f.' 5' 5' 5' RAIN GARDEN 5' 5' RAIN' GARDEN cDg ¢ s� a,,E: I RAIN GARDEN BE WAIVED OR DEFERRED TO MINIMIZE CREATION OF IMPERVIOUS SURFACE a- a • M.,w IN FISHER POND WATERSHED. J --- 10, 10' E y S89 °50 ' 21 " E 360. 75 ' •$ �� ga o •- > ° �: OD MAID BOX',y RAIN GARDEN m — -- — — — — — — \ FOR ROOF EX. DRIVEWAY i�' DRAINAGE --- -------- —gi' aTOS /) SIGN p ": s t 'fig HELD THE DIMENSIONS CALLS EAST rn OF THE N—S CENTERLINE OF SECTION TO ALIGN THE CENTERLINE OF THISIj SECTION OF ROAD A �k 4 V - - - S of Section 7 T o w n s h iouth quarter corner �'•'.:�..�.�_�..-, 'e „ ���� L, R r' z 21 North, Range 4 p BULK REGULATIONS: ... y disk'tapdr1°w A .East,found brass49 UTILITIES LOCATE NOTE: MIN LOT SIZE - 9600 SF THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FR041 THE FIELD AND FROM RECORDS. JKA ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN n SETBACKS - FRONT = 20' OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO VERIFY THE EXACT SIZE, DEPTH AND u `' RECE SIDE _ LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL FORie REAR 10' UNDERGROUND LOCATE AT 1-800-424-5555 (OR 811) PRIOR TO CONSTRUCTION. GRAPHIC SCALE ' SURVEY NOTE„_ -� TOTAL PROPOSED GROSS FLOOR AREA: 30 0 15 30 so NOV 19 2 TOPO AND BOUNDARY INFORMATION DEPICTED MAX LOT COVERAGE — 60% TBD (OBJECTIVE IS TO MINIMIZE CREATION OF "CALL UNDERGROUND LOCATE N ITY OF FEo HEREON IS FROM A SURVEY MAP FROM CENTRE MAX STRUCTURE HEIGHT — 30' IMPERVIOUS SURFACE) CDS POINTE CONSULTANTS, INC, P.S. DATED REQUIRED OPEN SPACE — 15% OF GROSS AREA " IN FEET ) OCTOBER 30, 2015. AT 811 BEFORE YOU DIG z Q U � o � � v l l V Q J 0 CL co op F-- V) 4) n C 0 J Q) 00 Q Q J LLJ C� >oaoa � O N W Q U CL CLI a_ tT5 _4J 2 W d Q C Y ''^^ N z J CN Q � W m VJ 7 Q Q Lu Z CO Cn C):� U W 0 o CTi to V) a O N W QD \ w g Z g$ W OD W �� W ~ < NNZ04 _V 9�Z a X �¢ W oD < J > VLU 0) I J 3 O n y'r i 03 ' A', 03 n .y: Z z; N Q ^3 ns\ C o0-2 ' n. d 7 ." \\\ JKA PROJECT NO. n 1536 5 DRAWING NAME 1536—PreApp. dwg SHT. 1 OF 1 CADD filenorne: X: \LAND PROJECTS\1536\DWG\PLOTSHEETS\1536—PREAPP.DWG II Xrefs: I..\15.561UPU.UWGJ If Plotted: 11.1U.15-73:Stf &y.•(Scott) a i,$atprs:�i� e&�� 5 • NOTE "All building downspouts; footing drains, and drains from all impervious surfaces, such as patios and driveways, shall be connected to the permanent storm drain outlet as shown on the approved construction . ' drawings on file with the City of Federal Way Public Works Department under Project #ILA-90-0006-SUB. This plan shall be submitted with the - -- - I . I 11. ( " i F- "\ I tea- • � N �I � M 0 EX S.���.E ff,�,, ( �ti. -\ {` C.B. EX. B.O. ASSY. U) IF i . - ­. b / .. ., - , - `\l 0) / I' dp .. .` t ' r � . % .. . 4 v ,� / l O / / . t / 'V � I I, Q N _ z// l • application of any buitding permit. All connections of the drains must be �82 t \\ \ i I 11 --� fi '� -o I N_ 1 ° N6 t 9 G� - T 211 (J �8 \ t #309. �• t I t,. , O - - EX: 1 I _ (4 24-12 3.3 /o tip ( M • constructed and approved prior to the final building inspection approval, c.. 140 \ o ` 1 ° _ --1' / °' / 1 1 C.B.# i _ . -dam y�.. 6 L* -44 _ 1 3D1.00 „ � . I I 1 ` W_ 1 / �• 1 T9FY 8.87 o� x 11 2 1 M.H.#7 1 I o ," J 1, OZ 1- s P N �q 6�• D. EI �-4 � -� O /0 \ \ \\ 293.25 `} 1 N 74 143a 26.20 r� ! C.B # 8 -- -, • 0 O$ �h SEE/ \ D.9. P f I I ` a 4 J 4 ► M.H. # 6 ! °/ ,k\ `�° M. ( ( ` E 1 \ \ \ \\ I V = 84.54 I - -�-- F - 29640 15 °�: . i \ / / I 1 \ Z- � _ I I 8 ` E tiCIP=292.95 r (C.B. # 7 i(�V=292.95 SR. CB.#i2 \ = �` /8 I ' 3s, ' NOTE : � \ \� - S IN o t /�� \ V=283.44 0/S 13 -_t2 � _ . S ! � -- �- / TOP - n � TOP= 2�9.83 _ �i LOTS 9 AND 10 HAVE \ �' Y - ,tr ` - INV : 13 ! \� \ \ I �3 6 UNDIVIDED OWNERSHIP OF \ 6 T�j , TOP= ''� NtV=?� _ oNII / ° $ i' STA 3+81� \ c� I \ 1` �s OUTFALL O �N\/=Z-- TRACT "B" AND ARE RESPONSIBLE 1 \ \ \ I - INV-29225 \,\ O/S 13.5 LT c ,�- _ 98- SW $1 O 13' HT ' - , '�� � � STA +94 90 "Easement Reservations FOR ITS MAINTENANCE. �f N `L rt \4 R• -- ` 6.55 36 O M.H 8 cry / �{ / I \ 1 \3 - O II �.% + ,' ;,1 . . I r 8 \ •`t' s' • 2 \2�' _ �2 % R:15� 8 - , - _\ 3° / 2 I ( : /� 0/S 54 LT �} , ,� --_z �;�, ti 11uv= $ Qo \ 1\ \ \ \ �\ \ 32 \ `\ ~ 5� FENCE r. TRASHR K / M I An easement is hereby reserved for and granted to any public utility and their uRB RA _ - 1 `22\�NI \ r65'._ T ero0 -. yoj�. - t 1 \ \ \ 1 \ \ v N 1NV=281.20 D, x MPS SEE DETO 278 \ \ - - - e,� \ Q93 - \ \ \ \ \ 3/ SEE DETO CF ' / respective successors and assigns, under and upon the front ten feet arallel with PAvING _ C.B.# 2 STA 0+80 P=c g Po P LOCATE AT �/2 f TYP1 \ \ It - _ - ` "� - z2_ �.'Lg6 _ 0 8, - In \ 1 \ \ \ � � ° , and adjoining the street frontage of all lots and tracts in which to install, lay, co - � F. F. 0 6R 412' R OP ° 29'fi40 \ 1 \ \ \ � O/S 16 LT • •, , \8stun , \ \ I5 G OUTED ROCK WALL construct, renew, operate and maintain underground pipe, conduit, cables and `t \\ L- 29049 e - � " INV - 293.-15 1 % \ 1 �. - - - R S �- �' Q ya STA \ - --- -••- - - - ----.�- - -- -1� 3Oe TOP=285.$0 INV=2 5.5 f 2'/ HIGH MA wires with necessary facilities and other equipment for the purpose of serving this �, \ �, e- - a� I C� -� - 2 Fyn= 1 ` \ � R INV = 283.80 ► ' ' \ - 90°TURN DOWN • p 90-12 SR @ 613 90 subdrvisionand'other property with utility service, together with the right. to enter V& x ' \� ��e e �� e I �' .► \ �, FF_ -- 3I 79 63. -_ , „ upon the lots at times for the purposes herein stated. These easements entered Q W \ \ a- 9 FF B 1 EL-296.00 Po P � a , � 9 �+ w�a L PARt \ '�• � \ �06 ELL W/ BOTTOM - �` / upon for these purposes shall be restored as near as possible to their original �c� \ c� e e EL= 00 \� { �� - +' ' Y Po\ �\ \ 0 0R=2 50 1# 6 ate' � 15 B.S`B.L -_ EL=282.92 ; ►11 condition. No utility lines shall be placed or permitted to be placed upon any lot \ \ / \ \ \ � \� O t@� -__.80 � ? � N- � � 304 MP EL=28Q92 ECOLOGY BLOCK' `� '. 3 T \ \ \ - �\ Q 1 / i 29-" unless the same shall be underground or in conduit attached to a building." \ I \ \\ / I 4 � 018 / � STA 2+92.5'l w _ 2s9, \ ::• Ve -0 � ,; _ . NOTE: " \ � o �.,\ \ \ / O k J �' W � WALL. TOP= r N t' ___ , i a _ _ ° n PT. �3 t 33.65 2 S INV=207c5�,80 283.00 .. ' j� ~ °NN�283. •• . �' D4 RIP -RAP INLET AND OUTLET 'i `\ ` \ \ \ i / \/ C \ 0- 23 32b 9s \ - . • t,. . PADS TO BE 4'Wx8'Lxl2"d• \ {I ( \ �6, \ \\ \ \. FF $ SEEbET P ��, \i 9O m �'� _ ' 294- \ \ \ u?0 TA Y" S, •. O2 �°� '(j (�. "Building Setbacks and Native Growth Protection Easements - I V ! 6 2 q _ _. _ 48 LT R nn_ STA 2+17.95 - - , \ ` �, S! �co "V \ - `� O/S � � .. '~ INV=283.06 1 . \ \ \ k-288.00 C.B.#5 - ` \ \ 00 0.`. �� .'� Structures, fill and obstructions (including, but not limited to decks patios, / i ` \\ a OP=289.80_ 2t` TA 1+31.4 Pl 29 '� . Oc + C g � Pa � � ' 5 �� � �UTY � - �$6.45 = � �s� � - _ _ - o \ e. •. /�y .•►•• 2 . ,{' . , STA 139 outbuildings, or overhangs beyond 18 inches) are prohibited withilt the building / \\.\�. S. L. \ Mi 1. # 5 Es�T t3 " � ,� / PC. = 03° 8' " i - - -- -- - - - -2 \ \ :I 2i' ' ►7 ' • ' O/S 34 LT Ite° setback line BL and restricted flood lain if applicable), and within the % L� I 22 _ 8s C B. RAMP ter• • f+f4 •46 LT . ' • ' ( ) P C PP� ). / /. • \� \\ To =2ss.90 , ` 1 „ I B. .B.L. - -- _ _ - \ ` 27�- nSR25 YR\ / - 2ss 1 \ s DETAIL( .:• I' Native Growth Protection Easements} as shown. 1 / FLOOD \ \ \ �' C \NV/ 4 Wx8 Lx I2 d RIP- __ten____ ��� -"�\ LOCATE AT • 26 5 °!° / _ - t • . PLAIN \ i ' \ I a,%T �;' 5' FENG OE ET / / /28a / / \ \ 1/ (TYP) •'g�,• 8 n -- / , N �-D - - - / /, - - -- - __ •.• •` �/8„ 2eC.B. 72 O TYPE IL r 3 , 0 Dedication- �. 0 of a Native Growth Protection Easement (NGPE) conveys to the / 1 1 � EL - 274.70 \ 25 � � . � 12 -12 SRC 3.75 % � � g6 . / _ - � j 1 ' I • °� � :,::-:-:-:-:*.N- Q • p • �• public a beneficial • Al p icial interest in the land within the easement. This interest includes FER 2 ' •S, � � � � } , ... •:•:•.•:•:� �. •" • •••O R. .••• • TOP=287.58 9 j (� N I BIOFtLTRATION WTF'6 the reservation of native vegetation for all purposes that benefit .the public 2 / i i $ I N V P g P rPo P �3 / N 1 r / /� KING COUNTY WETLAND 1 { I I (k / = 275.89 Health safetyand welfare including control of surface water and erosion -f ( //11 - 'g - / o NG.PE. 1 1 ) fT� INVENTORY # 3323 1 1 j �''. O.F.=283.06 maintenance of slope stability, visual and aural buffering, and protection of plant ( _ r 1 I �g - `- / ( • , • ' I STA 1 +40 O/S 4� LT 6 �r / DRAIN Gt' ESMT. / , I u ' S . 2 T and animal habitat. The NGPE imposes upon ail present and future owners and \ \ N TRACT M�H. #1.4 J ,� a`O \ / % I N� ' 1 " • • • ' • N 8 S S occupiers of the land, subject to the easement, the obligation, enforceable on \ \ \ • X a 11 T - a . / \ EX WETLAN [ { t0 I • - � •287.81 f \ \ w W I V=2 lo'�UNC. SIDE wiTt1 I WETLAND BOUNDARY FLAGG►NG, POND �' f •I •.;•, ... �Y / L14?0 z behalf of the public by the City of Federal Way, which permission must be o D \ g0 U N DA RY • ' r 00 • S /r F \ N 3 GRAVEL t 0a ULDER EA. --SIDE J LOCATION AND SIZE TAKEN FROM \ � •` �• •s • •o • •� ••��• •� obtained in writing from the City of Federal Way Department of Community -f o ` If)6„ l f / I , M \ i� { •• S 01 03 14 W 01°2?' ' •' \ �%[� Development or its successor agency. �'* \ \' 1 I HDPE. DRAIN I � �'t -�� \ ROCK CHECjS•DAi IS I SURVEYORS LOCATION PLAN ` ' ` •• • S 01°03� 14" W 05� �1,e 4 ` • . ` "rld \ LINE BOTH �0 \ DATED 4 13 - 89. , 2. .0 r , ENDS et!IF �C_ SEE DETO , S 88°56'46"E 12.61' ._ •. Before and during the course of any grading, building construction, or other X 1 0 ECOLOGY ' / / 86 QS I M) -� / J:/ development activity on a lot subject to the NGPE, the common boundary c, BLOCK /-" Y-J / l ' •^�. �- , / ° 1 1 4 • •' • • '.► S 6 between the easement and the area of development activity must be fenced or \ z WALL' ~ °�� \ �� \ _ ` :' ?° ' C7�,P ty •� R3 ' Sotherwise marked to the satisfaction of the City of Federal Way or its successor \ \ ��/s��� O \�_ = _ _ _- _ ��'/ WETLAND BOUNDARY PROVIDED BY ` l itj kgMp� 3 :• • :,;�!r • • • • • • • ~ 4 •�� agency." '�=-.� "SHAPIRO ASSOC. INC. \ t ��� I •' C 16t ``_:':, Ex. r� �qr / ` - ; - 25 YR FLOOD BIOLOGICAL CONSULTANTS. 1 ,�`. <`N••.�• •�nio . � \ N ( ' I DRAINAGE �`�, � PLAIN , i � } � ail' � '•;•.� 0� . "I � �' `_�~ , "MI \� / SWALE �'� _ THE SMITH TOWER SUITE 1400 1 • II 1 . 2: / Z - f Ex f \ EL- 284, 24 I INV= 278.00 . . • ♦. • , � a 506 SECOND AVE. C.B.# I � -1 M.H. . t \ \�/!� ``"`�, • � / �� SEATTE E WA 98104 } \ I 1 \ , TOP = 285.88 STA 0+5? . ' I R a - -- - _ - TEL.-(206) 624 9190 l�1V, 283.98 - .� I . .& I I� NOTE ' M.H. # I st . ( `�� Q,ro C.B. 72"O TYPE II *3 \ \ \ I i ' \ 1 STA 0+68 �'1 TOP= B l +t / el- _ - --- �\ \ . 1-1 1 S.R. = SPIRAL RIB INV=271.79 •yP) ` �- // a\ t3a iNv=_Z7"9--- \ \ �__ \ OR EQUAL c.B.rr 9 g. O.F.-283.06 \ ,\ , t \ \ LEGEND c, � � � N. G. P E. { \ ` \ It �\ EDGE OF NEW PAVING "' '" -'- "' --� �� It =� ` 81 /r2• �O C.B. 54" 0 TY 3E#4 J� \ �� �, TRACT E I ` \ \ RIGHT OF WAY I .�.�.�. CB.# q N /T P= 290.65 STA 2*35 Q� \ op r - �� ( ) LOT LINE BENCHMARK: s�f SW 319TH I'L1 C �/ INV=276.35 10/S 4 LT \ \\\ f • I `� p 11 1 -WETLAND BOUNDARY -�- �- -�-- o .�, � / , �•' w A �. 1 0o EX, WETLANDNNOTE: �'� t-` s M \ \ a Tt � � 7ll"' i� a 2!2' WIDE BOUNDARY I.E. IN S.M.H. # 2 = 271.35 rn - r � , C �r PAVING � _ / N PROPERTY SETBACK - - - - - A 10 FOOT UTILITY EASEMENT IS _ x w t, / p 9 ) I - -` - -- I . E. I N S. M. H. 3 - 271.75 - `°?sr _..� { Ri r i �, 1 8 x \ � ---�- / N �`O N.G.P. E. _ - - _ NORTH _ PROVIDED ALONG THE FRONT 10 FEET OF N �• � ►�- o ` / � � 3s � 3 , \ � _ -' - BEARINGS BASED ON K.C.A.S., - - \ _. �/ a m CONTOUR LINE _ - 2se- - ALL LOTS AND TRACTS ADJACENT TO ' ` I� `� /os - `�', �" 1 - I , co .k M.�. 2 1 .,, � I-- 15 B. . .L. � - - _ / / ` o II --•- ��.. THE PROPOSED STREETS. LINE BETWEEN S A AND o i ► I "' 1 I \ � 1 o _ R •1 6 D.S. 'MP - 287.14 1 1 i NOTE - - - - - - _ _' ,/ � / / 'b 2,,. ` 1< < <» .. RECORDING No. 930519- 0953 N V4 CORNERS. 1 \ INI, _� �► ` I I / // SCALE:_ G� . �.. vn, a" ` FED At_ Q Z Z-• \ 1 03 I � i I \ tATS.4A�iD 5 HAVE UNDIVIDED DEO _ - - - - / / QA SW sr -A. M.I VOLUME 164, Pgs. 82 AND 83 1 I 0� 2 ao 1 3 Y ' N OWNERSHIP OF"FR&CT"C"AND ARE _ - - / //� / .'� { W EX 1FF1 11 6 _ \ I i H 0 I �� \ RESPONSIBLE FOR ITS MAINTENANCE / / / / ~•a R i s .. : 0 B4 .Y4 I \ \ / \ w i � I P �9 60 1 I I �- / / / / O6 �o' � H. b. P.E. t_ o T' S•T-u g ours � t EX • I I/ ---I i - -\-- -1 1-/ -- 1- 8�•s == - i --- -- - - --I 2 � ` � �' � / / / /'u SITE ar A.�>< � � g. M.H. 288 \--\ _ 2 _ .� - - - If - EX12"S.S.-o-- �� - '_� % ' % / , ' N ° '- M \\ , \�` --- _ ----- �.�-"'_i _`�e�/ �// // /''�" l.oT�#' , + - ► j - N VERT I I R�W Ex -- -- - _ _ - - ° _ •��� 72 8 -13 IQL I 657.18 - - = - - - - - - = - - f � ,,, 84 • M.N. Ni Q - P - -- -- -E VAULT I - _- - _ _ - `- - � _ _ -- _ -= = - - _ - - - - e- \o- - R% W 2 z� . 3o i • „� N - . .. . F.H - , coNc: SIDEWALK-. - /r%. -• - • . - - .. - __- _ OPP 2 s.00 f �� _ ,`�, 11 �'' •/ FH: -- 3 z as,-ro �..j. t } a . ' AD EX 16 A.C. EX 16 A.C. EX. 16 A.C. a ' I I! cVI ( I \ 4• 281.00 Is.. • IT `� cli N SW' _320 NTH ST,00N M rpn to to M _ /�/ - S 289.00 �A R ' - _ - I : I *.. . . � 8 .. Y (6 . ..1.­11 N 89° 1" W 315 6 z 8 �., ° - _1 . N. TI �i LL W N [tl:N m' J ' �. O! CQ i' ; . . . . . . . �, .• �' [ it Y F ,t o::" w . "co ,�. : . . . . . . . . . . . . . . . . . . . . . . . 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N .+ t4 .J % Ltl M W 19 1 : X I...................285 _...................... ..... .... OT-............:. ... ............ i. N r u ' r a °� ........�. " -". cn................ .... ..... th W . a r4 a o .$• /a� Q�.` ...?... .: .0...,,.;�............ .... ......... ....... ....... pO ...... .- _ .... _..._..._-...... . ... ... .Cn N Q W /. 3 J H 294.20 ' i . . . '. �`. ,. : . TIC . T in... .... _ .. } f t i ..:... �� . . .4,?,Ic" S. . . . . ROAD . . . . . � _ n \ N r 1, n I 1- N j L. 1� h' �` : . . . . . . . . . . . . . . . i/. . + + N (A ICYSn ti CO �j =. 5 Z9S.,2 R ;�. w \ 0.6' �' N ,n p J ao ,ii CENTER - rn //� , . >�,.1 r • .CEtJF11 Ea. : : g:4- 1 I:. . . . . . . . u o + - cj w w o rn LINE - N z - 1 CD Ito z`10. oo �,3 ""` / : . . . . . . . . . . . . . . . . . . . J Q r N $ O a p > > ? . N N „ it /. � O > - 3writ a�11 1 LINE. .I. Op . ': I. LL1. 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N a N NI . . _ z '_I � S,R.of 2 ;° , - RABY & ASSOCIATES . . . 1, tl 9' W.= .. ...... __. _ ....:_ __..M R..-:... ...... _ _...__ .._ ... .:.. / . - 1 I' N ...... '9 CIVIL 8r STRUCTURAL ENGINEERS It C. �....... ;.. ....... ... . I ........ 1 s .• B 2�0. 29 _ _ : - .. U 12 S at ... 2...0 ... .. Rqe� • ���o y.,yc,�' th s . . � L , , �� 3, VICTORIA SQ., iSt06 140 AVE NE . .. OODt tL 12, 12„SR R o° LE, WA. (206) 486-I131 . N 28 0 75 °l°:`Z.l° j : NARY SEwE.._- . & W NV Z v• .:::::::: p2 Q tr)8. T••.9F,752"!��••, aME = MIRROR GLEN DI V. 3 i �....... .. ........fie,,........... .. +#j ..... .... .............. ..... .... ..._...... ...___........ ........... ... .....'� .... - _. .. ....q. � - ; � L,: 1A� .�.301, � �s •.. �, QB N . . . . .. , . . .. . . . . . N . m . . . . . . . . . m _ . _.. ►.. _. t, _ FOR ..... . . ... N. . ....'.. N N-1 S/ONALE� MIRROR GLEN DIV.IZ PARTNERSHIP r1 N " a " " N C�i N: �, ..... �, �, I � I � . .. I . . � N: 11 I 1 ,i: .. g o �' /GFvA��c, 2-10-g2 18106 140 TH. AVE. N. E. # 3 w . . . . . . . . w . . . . . . . . lf! i!! . W . UJ . J: W , 1 1 W: J: _J _ _ 11 - n' n. i0/12/ .. ...:.. w �i: _ ` 93 . - .... . . E ATE = SCALE, 6 113I w w EXPIRES 98072 48 CJ D Q ... I ... (.... RA ;... ............ S _ 02 10 92 AS SHO DRAWN 9 E/ S 9t 2 9 •¢ S D Y WN _.............................................................6 .................. ................................................................................................I............}......... ....... ...... � ­­­­ I .............................................. : ... ­ ..... _ _. _... f _ _ .........-......._ __...__..:*...._ _ _ ..+ #:. * .. SHEET, KUKER-RANKEN,INC./ 736945 N N �'�} t D0 NOT SCALE DIMENSIONS FROM '�' Ct" PLAN AND PROFILE BLUE PRINTS ( OF 2 - _> -_ - �. �-v _ I F P P F �"' Q IQ- P Q �--- AS - BUILT' 0 - / _ � Ui Ui Ui U) U} C!} (n to (n Ui (~ � � DATE: 89 878 �'� A It/ / TWN 21 N R 4 E a' �._.. EX C.B. CD CID N CD N N N N p t% TOP = 300.81' N I i \ T MN 6+ �6 30A INV = 297.9d� i{ { 1 1, ` S 89°-I0'-08'- E 6J� I81 /� / 24'-12"SR &VL66 -CURB RAMP- N Q- -1 - 70LJ --•,-\-56'. � � - - - -82 � - - -r - -55' - -1 - - 60 - - - - - = = - \ i 1 1t \ , I I \ \1 1 11 t/ 1 J I / \ 1 / C. .# 11 .K 1 i I I R 1 1` 1 � A I 3OA -� y 15 0 P= 299.83