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07-103303
I 7riiV—F cg--- �Djr��� BOUNDARY LINE ADJUSTMENT NO. BLA 03-101352—OOSU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON O O O z �m -R= 5729,511 R=25.00' A=80'25'55' L=35.10' � •�r�+�� 'ROAD(PUBLIC R1GM Of WAS M1�+, a ` A=02 30,00� 0 -1 2 6� KCAS MERIDIAN CITY OF FEDERAL WAY VERTICAL DATUM (NGVD '29) 50 25 0 50 100 GRAPHICAL SCALE: 1" = 50' RQ V S03'43'15"E 197.27' 1 290.93' W �„ - 4"PI © R .58 5687' 7A=01'12'24'° x rya ACCESS�,0. Ls119.79' 8"P C L=182.18 A= p1 cQ w v; X10 (O--CL-PI R=5687.58' 35.0'\ �E- - 2' 4 8 A=80'27'58' � o w a' 8 OLD AREA = 255,205±SQ FT c� L=35.11' Ol o o 1� Iw P 1 1 0 m a 37 L TAX LOT 042104- 90 CID/. o 3 I 00 a h NEW AREA = Q 0'= oLOT A �-58.5------ ,10 8 N .-- ` Oks N rAL-PI ad xxCO OLD AREA = 26,265tSQ FT 8"DI W — ... _ ... _ ... _ ... — ... ____ ... _ ... _ ... _ ... _ __ ... �/ S TAX LOT 042104-9030 U OLD LOT w— ... w ... — ... — ... — ... _ .. w v''... �..'^�_ _ ... w ... _mow - .. w w _- w w w ---�✓ CL Z I $ NEW LOT© S01'45'59"W i LINE i ... _ ... _ ... ... ... ... w m N LINE--246.98 (245't-DESC.)-- 8> I t z Q O p rn `. i I ' Z J i AC ES I-233.46'- 3 z 0 Z Z j O ® OLD LOT i O I S O1'08'35"W CL-PI 5 I---52.9'---j ___ 1 OZE ? a co m W LINE 10 i NEW LOT UNES I 7"MAO I 3 0 0 0 �o I , V c° i c o� UQw 28839 MILITARY ROAD o N Z o TELLER WINDOW co o °i I ff I �� ,� 5 1-STORY BRICK STRUCTURE 00 p -' QQ i o I < : `n� 2.4' o \ ' FINISH FLOOR z i LOT 0 �� j � � :d' `" \70.7' \M11.6' ELEVATION = 467.9' NEW AREA = 31,617�SQ FT I I • '--'--- ROOF OVERHANG \101.1' -50.7'---- t I NEW LOT LINES 20 Z.I i O���S (TYPICAL) o N Ot'45'S I MTREMPVED I o o I 00 o 0 9 E I 0.9 1161.94 1* w I' _ M 31.2 �. 10.4' ate', 1•i , " �. -��. 81.5' 101,4' L r�22.8' __J rim. Ni01 59 E i e. .- �n z .- ; O 0i 39.3'• 0i z o 10.5=- I-158.45'- 1 g 20 \A 14"M 12 16 , 49Q0'....__......_...,......—...__...—...�—......_..._.._..._......—...,... j D— — 20 SYBSB 01• ,5- gwE w 8 DI w w - w w w w w t'iw w _ w w w w ... w ... —W W . . 10"SP �, 1 .' x- M 42.00-- 9.1' S"CH 5W 5'CLF wS C F — — — — - ; a 5"CE WFS Oo 16 __ O --N 01'21'33"E-803.96 - — — — - -42' r O 3 ti n I 8 CH v o- 807.96 - O 0` "' v0 0 24 I 24 .. ~ 12" CONCRETE CL I �- CORES .r t- M " F- M �-- OO Oo 00 OO !-M "t M LaJ p z4 M d N xJ I xJ I J I J I J I O O M �"_ M F- M M OaU OOP 4 �d 04 QN QN 4N QN QN xJ�f> Op (� OQ ( 00 O 0 0 p d" !- N i-- N �' !- N F- N f- N � Q N LO X to X tl) on CS1 I- C14 EIVED R Uju- m 0 Q LAURELWOOD SOUTH DIVISION 1, VOL. 73, PG. 81 n- O Z � JUN 2 5 2007 N N J CITY OF FEDERAL WAY � r= BUILDING DEPT,LMCREST SHOPPING 1 HEBRANK, of 9�CENTER, STEADMA.N.. & ' P ��o . a • CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON �F29282 p DWN. BY DATE 2 OCT 2001 JOB N0. ASSOCIATESctsTER MAM 2001-050.00 s���.,,•,,. �� REV 6 MAY 2003 PROFESSIONAL LAND SURVEYORS A( L CHKD. BY SCALE' SHEET 6564 Flfth Avenue South, Seattle, Washington 98108 b ma�jb3 (206) 762-4982 EXPIRES 9/21/03 JSS NONE 3 OF 3 t N A4f 10 N 0 o 0 0 4i w/1YU C z�z o�>< U 3 4J \� 41 w00Q�o 3 N am o 29 RUSS LLOYD CLEARING AND EXCAVATING 20 21 -t— N. C SECTION CORNER C 7-D WEE FZ E<".' EI 29 28 SECTION 28-21-4E., _ H FOUND KING CO. 3» _ �F 11�- BRASSIE W/"x" W CASE, 1.30' DOWN AT A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF z 3 S.I. OF INTERSECTION SECTION 28, TOWNSHIP 21 NORTH, 04 RANGE EAST OF THE WILLAMETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON N M FOUND 1 /2" REBAR AND YELLOW CAP "LS 10708", 0.32' N. X 0.25' POINT "A" E. OF CALC. POSITION FOUND 5/8" REBAR AND WHITE CAP, "LS O 6' CHAINLINK FENCE 275.00' (PNLS)(DEED) 9684 B-T ' 0.14' N. X 0.52' E. OF CALC. 201.01' iPkES3 NDERSON) POSITION 201.31, 181:0T (CALC) DEED S 88 38S1 "E 201.14' k.3—�7C 1 181.58' (DEED) N. W. CORNER, N.W. 1/4,—REVISED LINE \ ROCKERY D— I BASIS OF BEARING: KING COUNTY HORIZONTAL CONTROL DATUM. SECTION 28 \ I I 20 0 20 40 60 \ POWER VAULTJ 0 N Winn m mm� GRAPHIC SCALE - FEET 10' WIDE UTILITIES EASEMENT PER A.F.N. 20000811000018 i Z 3' WATER LINE I " \ EASEMENT PER FOUND 5/8 REBAR I \ A.F.N. 7105050048 AND YELLOW CAP "CRONES LS 29537" \ —6' CHAINLINK FENCE 0.27' S. X 1.47' E. OF I I I N Z o CALC. POSITION SURVEYOR'S NOTES � o 0 4 w I ( I I o w 1. DATE VISITED SITE AND MONUMENTS: JANUARY/FEBRUARY/MAY, 2008. J 2. SURVEY INSTRUMENT USED: NIKON DIM-521, TOTAL STATION JUNLEICAESYSTEM 1200 SYSTEMS AGPSTA COLLECTOR. z o �T1 0 15' WIDE INGRESS AtD --► o o N z N Z EGRESS ACCESS ES&'T `O ui Sri PER A.F.N. 20000811 j00018 I ( I I N N N 3• FIELD METHOD USED: FIELD TRAVERSE 4. THIS SURVEY MEETS OR EXCEEDS PRECISION REQUIREMENTS AS SET FORTH IN W.A.C. 332-130-090. cp p o P PR tee° REFERENCE MATERIALS FLYNN'S210 CARPET ao Q I 31' I------ 0 o 1. KING COUNTY ASSESSOR MAP FOR SECTION 28, TWP 21 N, RANGE 4E, W.M. N Iui Uri tri I ELECTRICAL BOX ON -CONCRETE PAD 1 2. SHORT PLAT CERTIFICATE PREPARED BY CHICAGO TITLE COMPANY OF SEATTLE N N fi ON JA.NUARY 11, 2008 UNDER a?DER N0. 1254094. o I 3. THE FOLLOWING DOCUMENTS ARE RECORDS OF THE KING COUNTY AUDITOR'S OFFICE C1':32 o , RECORD OF SURVEY, A.F.N. 9512119008 PROPOSED NEW LOT --•- cD RECORD OF SURVEY, A.F.N. 9505189006 BOLLARDS— '.7 ELECTRICAL BOX (TYPICAL) f f PARCEL'A" LEGEND L� TAX PAF-;CEL NO. ELECTRICAL PANEL WITH METER ' 01 o PSQ�P 2821(i�19178 6' CHAINLINK FOUND MONUMENT AS DESCRIBED 51,237 S.F. FEN CELL TOWER f ,= —70 R�`PaG • SET REBAR WITH PLASTIC CAP N STAMPED "PNLS 19628135476" o ELECTRICAL PANEL WITH METER N ROCKERY s° s�o 10.2 -- Q EXIST. 1/2" REBAR & CAP ELECTRICAL BOX ON CONCRETE PAD p 7.76R�P�� EXIST. ELECTRICAL RISER/JUNCTION BOX GEC ELECTRICAL PANEL WITH METER] '\ ` 5.06 29 EXIST. POWER VAULT P q9 V 0----0 EXIST. CHAIN LINK FENCE P� 10 .o ELECTRICAL BOX — 2S2 N 2.68 6569 EXIST. ROCKERY 4u ELECTRICAL BOX ON CONCRETE PAD 12 8 rn � N'� (ANDERSON) DISTANCE PER. ANDERSON & ASSOC. R.O.S., A.F.N. 9512119008 .04 CONCRETE WALKS w (DEED) DISTANCE PER TITLE REPORT Z LL0YD S 2.65 J BLACKSTONES BUILDING COLLISION \w Pacific Northwest Land 10.3 Surveyors, LLC / 5.7--- 12.7 --- 13' � — 2606 East Main Avenue '28 a1v v, s I Q Puyallup, Washington 98372 FOUND 1/2" REBAR AND YELLOW CAP l "LS 23267 MRA" 1 I o 3.40' N. X 0.42' W. L — Phone: (253)841-3953 Fax: (253)841- 7249 b � j � a OF CALC POSITION ' 35476 .' a` .�CISTEg�' 44 LALZID 9 29 J28 --WEST 1/4 CORNER SECTION 28-21-4E., FOUND KING CO. 3" BRASSIE W/"X" IN CASE, 1.0' DOWN 6 CHAINLINK FENCE-)r1p. P oz 90j�� 69 �P� 21°� 2S orvo ( PREPARED FOR: �- - - - - -� R.L. CLEARING AND EXCAVATING, INC. C/0 RUSS LLOYD Al 88 38'51 "W 200. 72' PNLS 1741 SO. 356TH ST 200.48' f ANDE1RSON) RECEI V FEDERAL WAY, WASHINGTON 98063 AUG 2 S Ma DRAWN BY. DATE JOB NO.' B. MELDRUM MAY, 2008 07-556-297 CITY OF FE DERAL WAY CHECKED BY: SCALE: SHEET: D. SALMON 1" = 20' 1 OF 1 20 i 21 N. W. SECTION CORNER 29 �\28 SECTION 28-21-4E., FOUND KING CO. 3" BRASSIE W/"X" IN CASE, 1.30' DOWN AT S.I. OF INTERSECTION 0 �N (`4o FOUND 1/2" REBAR AND YELLOW CAP "LS 10708", 0.32' N. X 0.25' E. OF CALC. POSITION / 275.00' (PNLS)(DEED) 71 N w 0 LO 9 0 �oW � Y U Z � 82O j< o ^� \ � W �Nco0 29 U18 181.07' (CALC) 181.58' (DEED) LN, W. CORNER, S. W. 114, N. W. 114, SECTION 28 50 Nz ol v� Y 5_ NC,m q A,0 m ;c n T o z N O MW GEC P� PP 0�91�2 ,� Zg21 Q�t9. D • SALE �.• of �AS;�f•°� 4 O`YAL •LA�9 5 EXPIRES 29 28 f—WEST 1/4 CORNER SECTION 28-21-4E., FOUND KING CO. 3" BRASSIE W/"X" IN CASE, 1.0' DOWN 3' WATER LINE — EASEMENT PER A.F.N. 7105050048 FLYNN'S CARPET BLACKSTONES COLLISION 5.7' 0 0 0 N W 0 RUSS LLOYD CLEARING AND EXCAVATING CIE L L TOWER EE,>C" I E3 I T A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 21 NORTH, 04 RANGE EAST OF THE WILLAMETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON POINT "A" FOUND 5/8" REBAR AND WHITE CAP, "LS 9684 B- T", 0.14' N. X 0.52' E. OF CALC 6' CHAINLINK FENCE POST TION 201. 01 ' (ANDERSON) 201.31 ' DEED S 88°38'51 "E 201 14' PNLS REVISED LINE ROCKERY — — �- \ I'-- \ POWER VAULT I FOUND 5/8" REBAR AND YELLOW CAP "CRONES LS 29537" 0.2 7' S. X 1.47' E. OF CALC. POSITION .44 -ROCKERY FOUND 1/2" REBAR AND YELLOW CAP "LS 23267 MRA" 3.40' N. X 0.42' W. OF CALC. POSITION I ( I 15' WIDE INGRESS AND ►I EGRESS ACCESS ESM'T PER A.F.N. 20000811000018 6' CHAINLINK FENCE P PSG 9O6? 21G� ZS I I I ELECTRICAL BOX ON CONCRETE PA PARCEL "A" TAX PARCEL NO. BOLLARDS , 2821049178 (TYPICAL) • 51,237 S.F. ELECTRICAL PANEL WITH METER- • 6' CHAINLINK— - FENCE • CELL TOWER • ELECTRICAL PANEL WITH MET R— • ELECTRICAL BOX ON CONCRETE PAD — CONCRETE WALK—. N 88°38'51 "W 200, 72 (PNLS) 200.48' (ANDERSON) E I I I I I li I I I I I I I I I 8.11 f` I 8.32 SHED BASIS OF BEARING: KING COUNTY HORIZONTAL CONTROL DATUM. 20 0 20 40 60 GRAPHIC SCALE - FEET 10' WIDE UTILITIES EASEMENT PER A.F.N. 20000811000018 f 6' CHAINLINK FENCE P SURVEYOR'S NOTES 0 a o 1. DATE VISITED SITE AND MONUMENTS. JANUARY/FEBRUARY/MAY, 2008, 2. SURVEY INSTRUMENT USED: NIKON OTM-521, TOTAL STATION JUNIPER SYSTEMS DATA COLLECTOR. 00 0o N LEICA SYSTEM 1200 GPS Lnn� N N N 3. FIELD METHOD USED: FIELD TRAVERSE. 4. THIS SURVEY MEETS OR EXCEEDS PRECISION REQUIREMENTS AS �r SET FORTH IN W.A.C. 332-130-090. N VAO L �' P PR 0tr9 REFERENCE MATERIALS Zg 1. KING COUNTY ASSESSOR MAP FOR SECTION 28, TWP 21 N, RANGE 4E, W.M. 2. SHORT PLAT CERTIFICAIE PREPARED BY CHICAGO TITLE COMPANY OF SEATTLE ON JANUARY 11, 2008 UNDER ORDER NO. 1254094. 3. THE FOLLOWING DOCUMENTS ARE RECORDS OF THE KING COUNTY AUDITOR'S OFFICE: RECORD OF SURVEY, A,FN. 9512119008 RECORD OF SURVEY, A.F.N. 9505189006 ELECTRICAL BOX D5.70 NPNG 10.23-; LL 0 YD'S BUILDING 12.7' I oJ�R�PNG I L----J 5.06 �i 2.68 65 PREPARED FOR. LEGEND FOUND MONUMENT AS DESCRIBED SET REBAR WITH PLASTIC CAP STAMPED "PNLS 19628/35476" O EXIST. 1/2" REBAR & CAP ❑Q EXIST, ELECTRICAL RISER/JUNCTION BOX ® EXIST. POWER VAULT 0--- C� EXIST. CHAIN LINK FENCE 65SE? EXIST. ROCKERY (ANDERSON) DISTANCE PER ANDERSON & ASSOC. R. 0. S., A.F.N. 9512119008 (DEED) DISTANCE PER TITLE REPORT Pacific Northwest Land Surveyors, LLC 2606 East Main Avenue Puyallup, Washington 98372 Phone: (253)841- 3953 Fax: (253)841- 7249 R.L. CLEARING AND EXCAVATING, INC. C/0 RUSS LLOYD RECEIRECEIVED 1741 S0. 356TH ST VED FEDERAL WAY, WASHINGTON 98063 AUG 2 8 ZOOS DRAWN BY FTE. JOB NO.: B. MELDRUM2008 07-556-297 OITY OF FEDERAL WA CHECKED BY SHEET.CDS D. SALMON 20' 1 OF 1 PROJECT SITE Pre -Annexation Zoning Map 102 q tedrowa4 UN" :.y. �.: lABmmOery S_—....—— ._-. " •}Fema xa,sepaeaa+ux.amn.. s 0 m Wly of F¢tlera4 Way art�W�; ; W Em aASWO Map d, W(25958a57000 Nwlmlm wor irve.yaru scii m.,ase NWq.rt WKMHMi®7t6 VICINITY MAP NOT TO SCALE Zoning Criteria: Zone BC/Business Commercial Building Height 35' (Average) ALLOWED 25' to 30' PROPOSED APPROX Setbacks FRONT YARD: 20'-0" SIDE YARD: 0 REAR YARD. 0 Building Notes: Code 2006 IBC Construction Type N/A Occupancy N/A Site Area Legal Description: A PORTION OF THE NORTHWEST QUARTER OF THE SOUIHWEST QUARTER OF SECTION 28, TOWNSHIP 21 NORTH, 04 RANGE EAST OF THE W1LLA/ETTE MERIDIAN CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON Federal Way e.�axmFiane F� > dRa CYxd ,wurrmynpacewwz �yz uuxaousc F¢ei:.. ' iuN56008p Feet IWUS OOP SrylSln .OKIXF�ZMIestBs. t l a tuvVl3pDSq Feel s. 4 WLA 60U 8p Lem is TuiMS000su FeN .;i ^-p500D 3p Fem uMSmM 102 FOUND 1/2' REBAR AND YELLOW. CAP 'LS 10708', 0.32' N, X 0.25' E. OF CALC, POSITION 275,00, CPNLS <DEED) 3' WATER LINE---' EASEMENT PER A.F.N. 7105050048 RUSS LLOYD CLEARING AND EXCAVATING POINT 'A' FOUND 5/8' REBAR AND WHITE CAP, 'LS 9684 B-T', 0.14' N. X 0.52' E. OF CALC. POSITION .10 REVISED LINE EL YNN'S Lu ^^Lu I CARPET 1 -JWZ ooc�U \ o� N ------ - o �O• P P� 0 a91�2 BLACKSTONES COLLISIEIN 5. FOUND 5/8' REBAR AND YELLOW CAP 'CRONES LS 29537' 0,27' S. X 1.47' E. OF CALC. POSITION 40 ROCKERY FOUND 1/2' REBAR AND YELLOW CAP 'LS 23267 MRA' 3.40' N. X 0,42' W. OF CALC. POSITION 6' CHAINLINK FENC 00- GE� 9 2$ 6 201.01' (ANDERSON) ' CHAINLINK FENCE 201.31' CDEED) S 88 38'51'E 201.14' CPNLS) i ROCKERY ❑ j I POWER VAULU i I 10' WIDE UTILITIES EASEMENT PER A.F.N. 20000811000018 a— 6' CHAINLINK FENCE I RELOCATE EASEMENT 2 AS REQUIRED 0 i �^W Q j ZW2 i aq¢ EXISTING 15' WIDE INGRESS ooN AND EGRESS ACCESS ESM'T PER A.F.N. 20000811000018 ti N N 3 i I y P P� �9069 • • s • • �P Za210 • 8.11 s ELECTRICAL BOX ON CONCRETE PAD • PARCEL A 8.32 , TAX PARCEL NO. BOLLARDS-0, SHED ! ELECTRICAL BOX 2821049178 ITYPICAL)• 51,237 S.F. ELECTRICAL PANEL WITH METER 6' CHAINLINK - FENCE • D------- CELL TO :ER 5.70 PaG ELECTRICAL PANEL WITH SET R 9.18 10.23 OJ��� ELECTRICAL BOX ON CONCRETE PAD ' 7.7 J�RNPN ELECTRICA P NEL WITH ER ELECTRICAL��bX� 5.06 2.68 ELECTRII AL L ON COCONC. PAD's NCRETE PAD 1 �/ 0 CONCRETE WALK ► L L a Y D I S BUILDING(2.65 BUILDING TO BE REMOVED 0 /"y 10.33� Q L`�OR �PNG G ..� Note: N 88°38151'W 200,72' (PNLS) 200,48' (ANDERSON) • BUILDING TO BE REMOVED. v ao • CONCRETE SLAB & FOUNDATION TO REMAIN. REMOVE OR CUT ALL ANCHORS & BOLTS SHALL BE REMOVED OR GROUND FLUSH WITH THE TOP OF SLAB. SITE PLAN i����ii N 1 n = 20'-0" BASIS OF BEARING: KING COUNTY HORIZONTAL CONTROL DATUM. 20 0 20 40 60 GRAPHIC SCALE — FEET �ECET,VED CITY OF FEDERAL WAY CDS 0 0 T T T Cq rN M �\ U_ Q n •' a� N � U v1 M pp O /U�1 .l O t O N w c m a� 0 0 rn p � o w �`.; Q0 U� 1y �� • V� E o10 o �+ Z T N M > ry > M O J ica me 3 H ti ts 0 2 a. J PRINTED ON; 08-18-08 Z J L y W U ~y H Job No. Drawn ELP Checked MEH Date Sheet Al .0 LL ERi :;Lz'iil�+�aiilil► SITE PLAN - WALGREENS PAD_ =NORTHSCALE ,,z0 20 10 20 40 ( IN FEET ) 1 Inch — 20 ft. a I L.lSi" OF DRAWI NC"S ARCHITECTURAL. DRAWINGS 1 SITE PLAN WALLGREEN'S I$. PAD BUILDING BL.DG DATA„ CONSULTANTS, VICINITY MAP 2 BUILDING FLOOR PLAN 3 BUILDING ELEVATIONS, SPECIFICATIONS 4 ARCHITECTURAL FOUNDATION PLAN 5 ROOF PLAN F BUILDING SECTIONS 7 BUILDING WALL SECTIONS 8 LANDSCAPE PLAN STRUCTURAL. DRAWINGS �lt�liGE7 9-1.0 STRUCTURAL. NOTES, FDTN. DETAILS, SHEAR'WALL SCHEDULE, 9-2.0 STRUCTURAL.. FOUNDATION PLAN 9-2..1 ROOF FRAMING PLAN 5-3.0 WALL � ROOF FRAMING DETAILS LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 2, SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, LYING WEST OF COUNTY ROAD COMMONLY KNOWN AS THE MILITARY ROAD; EXCEPT THE SOUTH 242.00 FEET THEREOF; AND EXCEPT THE NORTH 42.00 FEET OF SAID GOVERNMENT LOT 2 FOR ROADS; AND ALSO EXCEPT THE FOLLOWING DESCRIBED PROPERTY, COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. THENCE SOUTH 01' 21' 33' WEST ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF SECTION 4, A DISTANCE OF 42.00 FEET TO THE SOUTHERLY MARGIN OF SOUTH 288T" STREET; THENCE SOUTH 88' 14' 01" EAST ALONG SAID SOUTHERLY MARGIN, A DISTANCE OF 51.47 FEET TO THE TRUE POINT OF BEGINNING. THENCE CONTINUING SOUTH 8r 14' 01" EAST ALONG SAID SOUTHERLY MARGIN, A DISTANCE OF 130.39 FEET; THENCE SOUTH 01.08' 35" WEST, A DISTANCE OF 233.48 FEET; THENCE NORTH 88" 14' 01' WEST, A DISTANCE OF 132.93 FEET; THENCE NORTH 01'45' 59' EAST, A DISTANCE OF 22.51 FEET; THENCE NORTH 88'24' 01' WEST, A DISTANCE OF 17.99 FEET; THENCE NORTH 01-45' 59" EAST, A DISTANCE OF 49.00 FEET; THENCE SOUTH 88014' 01* EAST, A DISTANCE OF 17.99 FEET, FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 01' 45' 59' EAST; THENCE NORTH 01-46 59' EAST, A DISTANCE OF 161.94 FEET TO THE TRUE POINT OF BEGINNING; AND ALSO EXCEPT THAT PORTION DEDICATED TO THE CITY OF FEDERAL WAY, DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE SOUTH 01' 21. 33' WEST ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF SECTION 4, A DISTANCE OF 42.00 FEET TO THE SOUTHERLY MARGIN OF SOUTH 28e STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88014' 01' EAST ALONG SAID SOUTHERLY MARGIN, A DISTANCE OF 272.78 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET; THENCE EASTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80' 2F 56', AN ARC DISTANCE OF 35.10 FEET TO THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 5887.58 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00' 02' 28% AN ARC DISTANCE OF 4.07 FEET TO A BEGINNING OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET FROM WHICH A RADIAL LINE BEARS NORTH 82' 13' 57" EAST; THENCE NORTHERLY AND WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80.27' 58" FEET, AN ARC DISTANCE OF 35.11 FEET TO A LINE 4.00 FEET SOUTHERLY OF, WHEN MEASURED AT A RIGHT ANGLE FROM SAID SOUTHERLY MARGIN; THENCE NORTH 88' 14' 01" WEST PARALLEL WITH SAID SOUTHERLY MARGIN, A DISTANCE OF 273.43 FEET TO THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF SAID SECTION 4, FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 01.21' 33" EAST; THENCE NORTH 01* 21' 33" EAST, A DISTSANCE OF 4.00 FEET TO THE TRUE POINT OF BEGINNING. SITUATED IN THE COUNTY OF KING, IN THE STATE OF WASHINGTON. s >♦%ix S 265TH ST HAMS'1011 Cum S 2 T Pilo, E' -NELSON T -lrrs s, ' z ^ z ^ Ni'x ct f SPARK 26d-H TH ST t 1<94'l/ I CT ',Vatti 1 i FS MON00 S.' G:w r SQI/ARf I- S 1272ND N ST' i 272ND .T . R Q 4:• ' sy' ' q To"-� ParoF S 272ND 216TH ST to 2730 S 27STI4 Pl. S..216TH ._r..,"._ V .8T _..__...{._....s. �.'.. 216THI^ t Q� �„ I o 1y c>> _ S 277THIC Pl271111° � _ sf,w � y� S 277TFr ?I.5 Y1 ` ` . s LC f PO S S 270TH ST S h , g I `i S-"1 P1 @•297 3 g �QQy •C1 s e� % -'-� 2&,m i St _. ' , :Pl •; ti•Id lb a � \ � ...,• 8/RfiAM4N t .Si n f _.... _..._. _.tiF.. mSr ;:P 284'TH ..� M LARK S MTH IN78TI1,"Pl a•rl N:.. ' 'A. x i .p„\•I ` ' •' Y. S :'. •;. SP266TH -1S 285TH r � N > 6 N SI !R•IN P N 4� „4 •1 .. ^ 19 H ST S S 287Tx vt 2887H - I ^ _ ST .. 'MINmex kr.n S 2BNTx `" .•nenx rt oymu :I.: pt s n t' R i 290tN ' ss ,•i• t "' f S nD,» st 2': , St , 7+ts,X st `e "•W:y ,, ��' �•..., _ LAKECREST SHOPPING CENTER SITE VIGINI"TY MAP SITE ZONING (BN) NEIGHBORHOOD BUSINESS CITY OF FEDERAL WAY, WASHINGTON SEISMIC ZONE 3 PROJECT DATA PARKING PROVIDED 92 CARS SHARED PARKING WITH WALGREEN'S DRUG STORE ADDED PARKING DELIVERY TRUCKS (NOT ASSIGNED) HANDICAP PARKING 1 GAR BUILDING OCCUPANCY TYPE 5-2 CONSTRUCTION TYPE V-N (NON-5PRINKLERED) LOT SIZE 60,640 5 F 1.42 ACRES (APPROX) SITE CONFIG. SLOPES DOWNWARD TOWARD MILITARY ROAD 5C SITE CREATED BY AUB-5P5 81(LOT 3) KING COUNTY TAX # 232104-9037 OWNER, TENANTS, AND CONSULTANTS OWNER LAKEGREST SHOPPING CENTER, LLC C/O ROGER HAZZARD WESTERN COMMERCIAL REAL ESTATE 28815 PA.GIFIG HWY. SOUTH, SUITE 10 A FEDERAL WAY, WASHINGTON 98003 TEL- (253) 941-6600 ARCHITECT: ROBERT WELLS - ARCHITECT - ALA 6928155T" PLACE S. E. SNOHOMISH, WA 98296 TEL- (425) 488-5461 STRUCTURAL ENO: JOHN HEADLAND SHUTLER CONSULTING ENGINEERS, INC. 12503 EEL -RED ROAD, SUITE 100 BELL.EVUE, WA 98003 TEL. (425) 450-4075 TENANT A PIZZA HUT / WINGED STREET C/O CHUCK HENDERSON EMERALD CITY PIZZA L.LC MUKILTEO, WA TEL' (425) 493-807 EXT 1 11 TENANT B STEVE WOOLSEY SUBWAY NORTHWEST, INC. 16504 9' AVE. S. E. # 104 MILL CREEK WA 98012 TEL- (425) 745-4555 EXT. 204 CONTRACTOR: TO BE DETERMINED lz > _,,,_.,_-----' , .•.• _ '�' 4` � E1C1SCtt� CCpt'Jbc�� � \ � I �- i RINi .O ..-- — �.r.. — I ( I •1 E ri8.5 _ - - - -- —�,N; EXISTING STORM FILTER LEI ►M4 .'J• Fi•- 4•(d'!•� � �F'F''FLL�?S - - ` I I TLIUi ' 4 3 CW A *P& o TRH IV 4�•2 • B G C G G C � C C G �i• • EXIST P N RECEIVED JUN 2 5 2007 EXISTING SLOPE STORM C)AINAGE PLAN G17BUIILDING D PT. A� R SCALE 1" = 20' an [Men 000 00 5 0 • a • 0 .. ozo •• a .., • ` • a00 WN 8 SONS 138059 GENERAL NOTES / SPCIFICATIONS NORTH ELEVATION. SOUTH ELEVATION SGALE 3/1(5" =1' - O" HARDITRIM XLD 1 IN SMOOTH PLANK SIDING _ 10 FT PLANKS @ 11 114 IN WIDTH HORIZONTAL METAL STANDING SEAH ROOF. WITH INTEGRAL CAP ¢ GUTTER WEST. ELEVATION (BUILDING FROND SGAL.E 3/1 ro" =1' - O" 8 SONS 138059 2/n&s,l f I-W i GENERAL CONDITIONS: ALL CONSTRUCTION WORK SHALL CONFORM TO CITY OF FEDERAL WAY, AND WASHINGTON STATE CODE REQUIREMENTS, AND ALSO INTERNATIONAL BUILDING CODE, 2003 EDITION, AS IT APPLIES TO ALL SHELL AND STRUCTURAL REQUIREMENTS. TENANT IMPROVEMENT DRAWINGS WILL BE SUBMITTED UNDER SEPARATE PERMITS. ALL GIVEN DIMENSIONS SHALL. TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION OF THE AFFECTED ELEMENTS. DETAIL DIMENSIONS TAKE PRECEDENCE OVER SMALL SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS $ ALERT OWNER'S AGENT OF ANY DIFFICULTIES PRIOR TO COMMENCING CONSTRUCTION WORK CONTRACTOR SHALL . OBTAIN AND PAY FOR ALL PERMITS NECESSARY OTHER THAN BUILDING PERMIT. CONTRACTOR SHALL ALSO PAY FOR ALL OTHER CHARGES, FEES OR COSTS CHARGED TO THE BUILDING AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES, OR PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS FOR, OR PRIOR TO INSTALLATIONS. SHOULD ANY CHANGE IN THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODE REQUIREMENTS, THE CONTRACTOR SHALL. NOTIFY THE AGENT OR ARCHITECT AS SOON AS POSSIBLE.. ALL WORK PERFORMED FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIVE REQUIREMNNTS AND CODES. ALL WORK SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. SITE DIMENSIONS AND CONTOURS INDICATING EXISTING SITE CONDITIONS ARE FROM SITE SURVEY AND PLAN DEVELOPED BY OTHERS. ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME, DIMENSIONS ARE SHOWN TO FACE OF FRAMING AT EXTERIOR WALLS AND TO FACE OF FINISH AT INTERIOR WALLS, 01 DO NOT SCALE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS SHOWN ON THE DRAWINGS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. THE CONTRACTOR SHALL CONSULT ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS, FOR DUCTS, PIPES, CONDUIT, AND EQUIPMENT. CONTRACTOR SHALL VERIFY SIZE AND LOCATIONS OF TENENT SUPPLIED AND INSTALLED EQUIPMENT. COMPLY WITH APPLICABLE REGULATIONS FOR BARRIER -FREE FACILITIES. (WAC 51-20�3100). THERMAL_ / MOISTURE PROTECTION: ALL OPENINGS, (INCLUDING DOORS a WINDOWS1 SHALL BE CAULKED, SEALED OR WEATHER-STRIPPED. ALL FLASHING AND ARCH SHT. MTL TO BE 24 GA GALV. STEEL, FACTORY PRIMED 6 FIELD PAINTED WHERE VISIBLE. 8'-O MIN. LENGTHS, PER S.MAC.NA MANUAL, UNLESS OTHERWISE NOTED. CAULKING P, SEALANTS: USE PRIMERS AS REQV BY MFR., BACKING RODS OR TAPE AS RECOMMENDED BY MFR. USE POLYETHANE SEALANTS 0 CONC. FLOOR $ SIDEWALK JOINTS. ALL OTHER LOCATIONS USE POLYSULFIDE. USE E.I.F.S. COMPATIBLE CAUL.DING WHERE REOV. VAPOR BARRIERS: SHALL BE CONTINUOUS AND INSTALLED PER DETAILS. INSULATION: PER WASHINGTON STATE 2001 NREC CHAPTER 13 PRESCRIPTIVE APPROACH. THE SUBJECT BUILDING DOES NOT REQUIRE FIRE SPRINKLER PROTECTION. ANY FIRE - SUPPRESSION EQUIPMENT REQUIRED BY THE CITY CODE FOR TENANT USE SHALL BE INSTALLED BY THE TENANTS CONTRACTOR FIRE EXTINGUISHERS SHALL BE FURNISHED BY TENANT AND LOCATED PER CITY OF FEDERAL WAY FIRE MARSHAL'S DIRECTIONS. PRE ALARM EQUIPMENT SHALL BE PER CITY OF FEDERAL WAY CODE REQUIREMENTS. �� tl" 41, it ELEVATION � I Lz r7 � �Gr�•1�'� µ�;'vAt"' r . a Y GHdtr-1 GtN� F�uct✓ /o a , I .�._`✓ y . `. � - Wit' 1 -, E ErvPm PLAN cD ra- _ 1' - o- TR,ASH ENCLOSURE - , JUN 2 5 2007 CITY OF FEDERAL_ WA BUILDING DEPT, SECTION' 3/4.- =1, - o- J � t •aJ I' +f 3 FE Date Job Drawn Check � �1. ------------- PLANT SCHEDULE ,SYMBOL SCIENTIFIC NAME COMMON NAME MINIMUM SIZE MAXIMUM SPACING NOTES TREES ff ACER CIRCINATUM VINE MAPLE 1 I6 * CALJPER AS SHOWN (05) LOC. 5 $ B MULTI -STEM *+ 7- JAPONICA JAPANESE SNOWBELL 1 )6 * CALIPER AS SHOWN (5) LOC SINGLE TRUNK WELL 59, P US I PINUS PEt JC5 MACEDONIAN PINE 6 TO 7 FT HT AS SHOWN (4) LOC GOOD FOLIAGE SHRUBS BUXUS SEMPERVIRENS TRUE DWARF BOXWOOD 2 GALLON AS SHOWN (24) LOC.. UNIFORM SHAPE 6 COLOR SUFFRLITICOSA CALLUNA VULG-ARIS HEATHER 1 GALLON AS SHOWN (25) LOC, WI-irrE FLOWER PINUS MU00 MUC70 DWARF MU00 PINE 2 CALLON AS SHOWN (7) LOC. FULL $ BUSHY PRUNUS L. OT7O LUYKEN OTrO LUYKEN LAUREL 3 GALLON 3 FT 0. G. (8) LOC. MIN 24' HT, UNIFORM SHAPES RHODODENDRON - RHODODENDRON - 16 TO 24' B B AS SHOWN (20) LOC. OR APPROVED VARIETY JEAN MARE DE MONTAGUE JEAN MARE (COLOR RED) VIBURNUM TINUS COMMON LAURUSIINUS 5 GALLON AS SHOWN (10) LOC. MINIMUM 24 - HEIGHT GROUND OVER FRAOARIACHILoENSIS BARREN STRAWBERRY 4"POTS 12 * MAX TRIANGULAR WELL ROOTED, FULL FOILIAGE (GROUNDCa%/ER) GAULTHERIA SHALLON SALLA- 1 GALLON 3 FT MAX TRIANGULAR WELL ROOTED, FULL FOILLAGE LAWN LAWN - SOD MATCH EXIST 7180 PE;ZENNLA4-;ZYE BLEND Low L-AN09CIAM -rop. WALl- + 4eO-c5 T 0 z f —4— SONS 138059 LANDSCAPE NOTES NOTE: IT 19 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL PLANT QUANTITIES AND SQUARE FOOTAGE PRIOR TO PLANTING. ALL PLANTING BEDS TO BE TYPE IV LANDSCAPING TO MEET CITY OF FEDERAL WAY REQUIREMENTS. PROVIDE MINIMUM 4 IN. THICKNESS TOPSOIL AND ADDITIONAL TOPSOIL AROUND EACH NEW PLANT INSTALLED. PROVIDE 0 IN. TOPSOIL AT NEW SOD LOCATIONS, ALL PLANTING BEDS TO HAVE POSITIVE DRAINAGE. PROVIDE 2 IN. THICKNESS FINISHED FINE GRADE BARK P 1ULCH AT ALL PLANTING BEDS. CUT BACK EXISTING LAWN TO LINES SHOWN AND ADD NEW 900 WHERE INDICATED ON THE PLAN, MATERIAL TO MATCH EXISTING. CONTRACTOR SHALL GUARANTEE PLANTS AND NEW GRASS FOR A MINIMUM OF ONE YEAR i AFTER APPROVED COMPLETION. CONTRACTOR SHALL CONFIRM PLC SPECIES, QUANTITY AND PROPER SIZES PRIOR To INSTA-LATION OF MATERIAL IRRIGATION PLAN SHALL BE PROVIDED WHEN FINAL PLANTING PLAN 19 API-4'VIED. t-%XrAg'�' 9-OAO 90ulN I -Ow t-ANC)SCAPF 4. 0 0 .5. 4. AJO - LB ?Op WAu- E.. STING L.AWN Y� 61\N ZU.'v x x li X \� NL o \ (j) a X, SUSPENDED CEILING SYSTEM 4P* SUBWAY TENANT SPACE. ONTERMEDIATE DUTY) ACOUSTICAL NON -RATED SUSPENDED CEILING (24 X 46 PANELS ON PREFINISHED STEEL EXPOSED T-BAR GRID SYSTEM, PLACED 11 FT, 6 IN., ABOVE FINISHED FLOOR. f PROVIDE NO. 12 GAUGE SUSPENSION WIRES PLACED 4! a 0. C. MAX SUPPORTING MAIN CHANNEL MEMBERS. I . I TYPICAL :2 4 AND :2 X2 RECESSEb PERIMETER HANGERS TO BE MAXIMUM 8 IN. FROM WALL UIGHT FD(TURES OR EQUIPMENT OVER 56 LBS SHALL, BE HUNG DIVZECTLY . LUORESC NT LIGHMN �......_. - - - - __ _ _ ♦ \�\ FROM TRUSSES WITH # 9 CIA `WIRE- UNDER 505 MAY BE HUNG FROM SUSPENSION SYSTEM WITH DOUBLE WIRES. —7 . . .... RE REQUIRED TO I'lAIN RUNNER RUNNER INTERSECTION AND LATE HORIZONTAL RESTRAINTS 4 WAY # 12 WIRE WITHIN 2 IN OF CROS-c-' RALLY BRACED MAXIMUM 45 DEGREES FROM HORIZONTAL PLANE (IN 4 DIRECTIONS),. MAXIMUM 12 FT 0. C. FIRST SUPPORT To BE MAXIMUM 6 pr FROM WALL PROVIDE VERTICAL RIGID STRUCTURAL MEMBER ®EACH RESTRAINT POINT. .5 Fr- SIDEWALK. k' .LANDSCAPE PLAN LE) PAD SCALE W T-'O" 'jUVTIX,-M*WT �1(TISTIQC;v 4, RE, LECTED CEILING PLAN -.TENANT RECEIVED JUN 2 5 2007 CITY OF FEDERAL WAY BUILDING DEPT. 11 H 7i I .a--— f Date Job Drawn Check- ...............