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Home My WebLink AboutLarge Format�' • o e e, e e e e o RECREATIONAL EQUP, SCHEDULE EQUIf=1'1ENfi QfiY, 5IZE FICNIC TAE3L timloerform - Farkwa l„lodel no. 205-4/ 20�5 E350 F I T Filot mock Grill Model no. 4-20/s E�2 � ME 5NC�4 Smith $ Na wken Berkshire Mange - Leneth OUfF�INT Mal 90 MN 04 1& II x 20II 32050, TO 5 IDTfR�I fNED RECREATION AREA PLAN SCALE: V=10'-011 z Dial Ipp- - .Wv ONE% 0 6 4 .08 1 W "i P,agp THOMAS RENGSTORF AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 6824721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT G THOMAS V. RE GSTORF CERTIFICATE NO. 298 PROJECT TITLE AVALON GREENBRIAR RENTON, WA SHEET TITLE RE,CREA T ION AREA PLAN No. DATE REVISION BY A A DATE OCTOBER, 1999 DESIGNED FJ DRAWN FJ CHECKED TR SCALE 1"=10'-0" TRA No. 9822 CAD FILE 9822s45 PROJECT AVALON GREENBRIAR SHEET No. SHEET 1 OF 1 (2 �v1 S iP -P L_ I pV (2_1&-ij N N j t -D CONO tTl DN -j�-g A-T>pr—ov C L, C-) rn rn cv Q 0 cv c� cu 0 c- o, 3 CU L! 00 07 CAJ Co rn rn 0 CALLOUT PLAN SCALE: V=101-011 wAgiel- - Ial R-IE�205&0 Pv R�sVA-� N All 0"! 1 P 0-14 I mft 9"10 WO 4& lob I pAamp Mbb— THOMAS RENGSTORF AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. R GSTORF CERTIFICATE NO. 298 PROJECT TITLE AVALON GREENBRIAR i tS9 � C) U) p 7� T- 5 ca r�y.m RENTON, WA!: FLU h SHEET TITLE LEASE BUILDING CALLOUT PLAN No. DATE REVISION BY 10-20-99 ADDED NOTE PER REIEWER'S 1. COMMENTS -FJ DATE JULZ', 1999 DESIGNED FJ DRAWN FJ CHECKED TR SCALE 1 "=10'-0" TRA No. 9822 CAD FILE 9822s44 PROJECT AVALON GREENBRIAR SHEET No. L2*2 SHEET 5 OF 5 I 24" o.c.f r 4 x 4 CEDAR PICKETS 4x&J015T- 4 x 5 CRO555E ON 5HEET L-2.0/ 2 FRONT ELEVATION 1. TRELLIS DETAIL NO SCALE 111 Ck14i 11`EREID EDGE 4 x 4 CEDAR FICKET5 NOTCHED 50% 4 x 8 J015T5 4 x b CRO555E:A- 1 ) 5/8" PIA. CARRIAOE BOLT - COUNTER5UNK. TYP. 5EE FOOTING DETAIL ON SHEET L-2.0/ 2 ra x (o fi -T. FOST FIN 15N GF,4DE 12" ID1,4, CONCRETE FOOT(NC 100 io 5/8 11 INUS C01 l I - 4CTE D 95�o CO1lf=4CTED 5U5CTRADE 2. WOOD POST FOOTING DETAIL NO SCALE CIMIr-1 !>Cr-") EX `'toll NOR. l IFL LAYOUT PLAN SCALE: V=10'-0" -r-VELOPMENT RLANNIN' CITY OF RENTON sl i - i 1� 1999 RE E/ M ED 1 i sir THOMAS RENGSTORE AND ASSOCIATES LANDSCAPE ARCATiECTURE SITE PLANNING URBAN DESIGN SUITE 44t, 911 WESTERN AVE., SEATILE, WA 981 A PHONE: (206) 682-7562 FAX- (206) 682-4721 �iliflf STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. RENGSTORF CERTIFICATE NO. 298 PROJECT TITLE AVALON GREENBRIAR RENTON, WA SHEET TITLE EXERCISE BUILDING LAYOUT PLAN No. DATE REVISION BY DATE RJLY, I" DESIGNED FJ DRAWN FJ CHECKED TR SCALE 1"=10'-0" TRA No. 9822 CAD FILE 982200 �.uiir i�dJs PROJECT AVALON GREENARIAR �r. SHEET No. 0` O JUlo I"; 'nI= L200 3 A 6q, /,:P,5 SHEET 3 OF 3 ...... .. ..... . .... . ... I .... .. ..... ..... .. ............ ........ .. ..... ................... .. .. .. ..... .. .. .. .. .. .. ................ ........ .. .. .. ............. ... ....... .. .. .. .. .: BUILDING CODE INFORMATION BUILDING CODE INFORMATION PROJECT INFORMATION DRAWING INDEX APPLICABLE CODES: ENERGY GY CODE REQUIREMENTS. OWNER. ARCHITECTURAL 0 0 a m co 1997 UNIFORM BUILDING CODE PER WASHINGTON STATE ENERGY CODE 1997 EDITION, CHAPTER 51-11 WAC AVALON BAY COMI.IUNITIES �' N �. � 1997 WASHINGTON STATE ENERGY CODE 11808 NORTHUP WAY, SUITE W311 o o WAC 51-30, CURRENT EDITION CLIMATE ZONE: BELLEVUE, WA 93005 C 1 C O V E R S H E E1r a CITY OF RENTON ZONING CODE, REVISED 1 /99 ONE Al. 1 SITE PLAN / ROOF PLAN � ~~ I N o OW A1.2 FIRST FLOOR DEMO PLAN OWNER'S REPRESENTATIVE: CHAPTER 1 GENERAL: A1.3 SECOND FLOOR DEMO PLAN z o ZONING REQUIREMENTS: STEVE DOUGHTY � SITE AREA: N/A PROJECT SITE AS DEFINED BY THE LEGAL THIS PROJECT COMPLIES WITH SECTIONS 101.3.2.1, 101.3.2.5 AND 101.3.2.E PROJECT MANAGER A 1.4 FIRST FLOOR R E N O PLAN l ../ 1.44 DESCRIPTION INCLUDES THIS PROJECT AS WELL AS ADJACENT AVALON APARTMENT BUILDING SITES ZONING CLASSIFICATION RM-1 REQUIRED SETBACKS: FRONT YARD: 20 FT REAR YARD: 15 FT SIDE YARD: N/A ALLOWABLE HEIGHT LIMIT: 35 FT; 2 1/2 STORIES ACTUAL HEIGHT: 30 FT (EXISTING) COVERAGE AREA: 2857 EXISTING 3443 PROPOSED PARKING: SEE LANDSCAPE PLANS (7 NEW SPACES) LANDSCAPING: SEE LANDSCAPE PLANS BUILDING CODE REQUIREMENTS: .UM A3 ASSEMBLY B2 OFFICE BUILDING AREA: EXISTING: 1 ST FLOOR 2 019 GSF* CHAPTER 6- PRESCRIPTIVE REQUIREMENTS: 1. HEAT SOURCE: GAS 2. HEATING OPTION: 4 3. GROSS CONDITIONED FLOOR AREA: 4,622 SF (DOES NOT INCLUDE UNHEATED CRAWL SPACE) 4. PERMITTED GLAZING AREA: 15% GROSS = 693.3 5. ACTUAL GLAZING AREA CLACULATION: TRIBUTION FR M WINDOWS PER A. 4 0 17.18 = 68.72 B. 12 0 4.08 = 48.96 C. 9 0 12.84 = 115.56 D. 1 0 40.07 = 40.07 E. 1 0 3.52 = 3.52 F. 2 0 9.06 = 18.12 G. 1 0 18.00 = 18.00 H. 1 0 7.07 7.07 TOTAL = 320.02 2ND FLOOR 2,276 GSF TOTAL 4,295 GSF B. CONTRIBUTION FROM ENTRY DOORS; PROPOSED: 1ST FLOOR 3,443 GSF* 3 0 8.25 = 24.75 2ND FLOOR 1,912 GSF TOTAL 5,355 GSF C. TOTAL GLAZING AREA: *INCLUDES 733 GSF EXISTING CRAWL SPACE SUM OF A + B = X SF = 344.77 PROPOSED: 81 2,976 GSF (< 4,000 SEPA THRESHOLD) BY USE: A3 1,646 GSF (< 4,000 SEPA THRESHOLD) 6. ACTUAL GLAZING AREA < ALLOWABLE. SEPA THRESHOLD DETERMINATCN PER SUBCHAPTER IX SECTION 25.05.800 A2f PROPOSED NET HABITABLE AREA, A3: 792 SF 132: 1,888 SF TOTAL: 2,680 SF TYPE OF CONSTRUCTION: TYPE V, 1 HR OCCUPANT LOAD: Al 15 SF/PERSON x 792 SF = 53 PERSONS B2: 100 SF/PERSON x 1,888 SF = 19 PERSONS EGRESS REQUIREMENTS: NUMBER OF EXITS: Al 2 EXITS REQUIRED, 2 EXITS PROVIDED B2: 1 EXIT REQUIRED, 2 EXITS PROVIDED EXIT WIDTH: Al 0.2 x 88 OCCUPANTS = 17.6 IN. (44 IN. MIN.) R3: 0.2 x 33 OCCUPANTS = 0.66 IN. (44 IN. MIN.) TRAVEL DISTANCE: MAXIMUM ALLOWABLE: 200 FT. ACTUAL: 63 FT. PLUMBING FIXTURE COUNT: A3 OCCUPANCY: 30 SF/PERSON x 792 SF = 26 PERSONS MALE: i WATER CLOSET AND LAVATORY REQUIRED 1 WATER CLOSET AND LAVATORY PROVIDED FEMALE: 1 WATER CLOSET AND LAVATORY REQUIRED 1 WATER CLOSET AND LAVATORY PROVIDED B2 OCCUPANCY: 200 SF/PERSON x 1,888 SF = 10 PERSONS MALE: 1 WATER CLOSET AND LAVATORY REQUIRED 1 WATER CLOSET AND LAVATORY PROVIDED FEMALE: 1 WATER CLOSET AND LAVATORY REQUIRED i WATER CLOSET AND LAVATORY PROVIDED LEGEND &SYMBOLS EXISTING CONSTRUCTION TO BE DEMOLISHED WALL CONSTRUCTION TO BE DEMOLISHED EXISTING -WALL CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION n�nl r■Nw �IrI 1 HR RATED WALL CONSTRUCTION 099 ROOM NAME & NUMBER NAME r1 LJ �� DETAIL NUMBER &SHEET L # BUILDING/ WALL SECTION CUT LINE �X KEY NOTE O WINDOW TYPE ### DOOR NUMBER A aA-t L INTERIOR ELEVATION INDICATOR PH- 425. 5; 6 2116 FX- 425. 576 8447 EMAIL- sdoughty0ovolonboy.com ARCHITECT: CLARK ASSOCIATE 2208 NW MARKET STREET, SUITE 407 SEATTLE, WA 98107 PH- 206. 782 8208 FAX- 206. 782 7818 PROJECT ARCHITECT: BRIAN L. SLICK bslick0clorkassociotes.com PROJECT SUPPORT: DANIEL J. WOLF dwolf 0clarkossociotes,com PROPERTY ADDRESS: 510 STEVENS AVE. SW RENTON, WA 980:5 PROJECoT DESCRIPTION: EXTERIOR RENOVATION AND ADDITION, AND INTERIOR RENOVATION OF EXISTING BUILDING LEGAL DESCRIPTION: THE FOLLOWING IS A DESCRIPTION OF THE PORTION OF A PARCEL WHICH CONTAINS THIS PROJECT. SAID PARCEL CONTINUES TO INCLUDE ADJACENT AVALON APARMENT BUILDING PROPERTIES. A PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY COMMENCING AT THE WESTERLY TERMINUS OF NEW LOT LINE, CITY OF RENTON LOT LINE ADJUSTMENT NO. 016-86, AS RECORDED UNDER RECORDING NUMBER 8703169003 AND TRUE POINT OF BEGINNING; THENCE NORTH 18 27'31" EAST 112.47 FEET, THENCE NORTH 8927'37" EAST 60.80 FEET TO A POINT ON A CURVE THE RADIAL BEARING OF WHICH EXTENDS NORTH 01'32'23" WEST 1482.39 FEET; THENCE ALONG THE ARC OF THIS CURVE A DISTANCE OF 23.89 FEET, THENCE SOUTH 18'27'51" WEST 12.07 FEET TO A POINT OF CURVATURE THE RADIAL BEARING OF WHICH EXTENDS NORTH 71'32'09" WEST 370.00 FEET; THENCE ALONG THE ARC OF THIS CURVE AN ARC DISTANCE OF 93.64 FEET, THENCE NORTH 7613'16" WEST 108.80 FEET TO TRUE POINT OF BEGINNING. PROPERTY TAX I.D.# 214370-1215-08 CONTRACTOR: AVALON BAY COMMLNITIES, INC. CONTRACTOR'S LICEkSE;j AVALOBC011 DN AREA PLAN � „ pROPFR � BGNN�gRY THIS PROJECT TO SEATTLE SW SUNSET BLVD. 77 / ,..,.. / !f URC/ �T0�. RN R.0 -- - - - - PROJECT SITE BOUNDARY A %/ A i e%L1 r%IM 0%r- r%m . .. A1.5 SECOND FLOOR RENO. PLAN A2.1 EAST ELEVATIONS A2.2 NORTH / SOUTH ELEVATIONS A2.3 WEST ELEVATIONS A3.1 BUILDING SECTIONS A4.1 WALL SECTIONS AS.1 DETAILS STRUCTURAL SK1 FLOOR FRAMING PLAN SK2 FOUNDATION PLAN SK3 DETAILS SK4 DETAILS MECHANICAL/ ELECTRICAL TO BE SUBMITTED UNDER SEPARATE COVER LANDSCAPE L1.0 PLANTING PLAN L1.1 PLANTING DETAILS L2.0 LAYOUT PLAN L2.1, CONSTRUCTION DETAILS L2.2 CALLOUT PLAN SITE PLAN ........................... . ................. ...................... . ....... ......................... 7°o / o EXISTING PROPERTY LINE LEASING MODIFICATION UNDER CENTER SEPARATE SUBMITTAL L 5 NEW PARKING SPACES ♦ 2 NEW PINS SPACES PROJECT SITE BOUNDARY FRONT YARD SETBACK LINE SITE PLAN r' / EXISTING PARKING i ♦ TITLE: COVER SHEET SCALE: NO SCALE DATE: 08/13/99 DWN BY: DJW JOB NO: 9905 REVISIONS l . i Ilk ll A o 2208 NVV Market Street, Suite 407 Seattle, Washington Q6107 Tel: 206 782 8208 Fox 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHY PROJECT MANAGER PH. - 425. 576 21 16 FX.- 425. 576 8447 EMAIL- sdoughty®avolonboy.com F�EFCISHTI EREO ATECT W. SCOTT CLARK STATE OF 'vASH'NGTON C Wm `� 1S1 �- N Vz SCALE: 1 /32" = 1'-0" PLANT 5CI-4ECULE BOTANICAL NAME COMMON NAME LARGE DECIDUOU5 TREES Acer platanoides Norway Maple ORNAMENTAL FLOWERiNG TREE Cercidiphyllum japonicum Katsura Tree DECIDUOUS ACCENT TREES Betula Jaccjuemontii EVERGREEN TREE Thuja plicata Jaccjuemontii Birch Western Red Cedar SIZE d DESCRIPTION 2" ca I.t 5451 Full ± Matchedt Street Tree Quality 2" Cal. B45,Multi-trunk, Full 2" CaI, min., Multi -trunk, 545, min., 545, not sheared SHRUB5 ce Cornus stolonifera Creek Dogwood i ea I cent. 18" ht. min. ® Berberis t. 'William Penn' William Penn Barberry 3 ga I coat. 15" ht. min. PJ Plerls Japonica Japanese Andromeda 3 ea I cent ia" ht tiraea nipponica tosaensis owmound 5nowmcund Spiraea 3 ga I cent, full. as 5ymphoricarpos a Iba Snowberry 3 ea I. ccnt., iS"ht. min. Rhododendron 'PJM' PJM Rhododendron gal. cont.24" ht. min. Q Rhododendron 'Unicjue' Unique Rhododendron 5 ea I. cont.24" ht. min. Q Rhod. 'Christmas Cheer' Christmas Cheer Rhod. 5 gal. cont.24" ht. min. ® Rhod. 'Bow Bells' Bow Bell Rhod. i5 ea I. cont.24" ht, min. ® Rhododendron 'Dora amateis' Dora Amateis Rhod. 5 ea I. cont.24" ht. min. rya Nandina domestica 'Compacta' Heavenly Bamboo 5 gal. cont.24" ht. min. Q Osmanthus fortunes Osmanthus 5 ea 1. ccnt.24" ht. min, Osmarea burkwoodii Osmarea 5 ea I, cont.24" ht. min. Q Ca lamagrostis acutifolla 'Stricta' Feather Reed Grass ea I, ccnt.24" ht. mIn. ex Buxus m. J. 'Green Beauty' Green Bty. Boxwood i ga I Cont. 12" ht. min. Hydrangea macrophulla Big leaf Hydrangea gal, cont.24" ht, min. 5HRU5 MA551NG Cietus hybrfdus Viburnum davidii Pinus mugho Prunus laurocerasus PERENNIAL MA55iNG + + Lavendula angustsfolia English Hldcote Munstead GROUNDCOVER Erica carnea '5pringwood Pink' Fragraria chlloensis Seeded grass CT 0) rn v 0 ni 0 0 r, CT) Q Cu 3 3 0 Q CU CV CA CJ1 CFI I t1 Q / Cv Cv m rn Rockrose Davidii Viburnum P'iugho Pine Otto Luyken Laurel Lavendar Heather Sand Strawberry i ea 1 30" o.c. tri sp 1 a,a 130" c.c. tri sp i ga 130'I o.c, tri sp i ga 130" o.c. tri sp i gal 24" o.c, tri sp 4" pot 24'' o.c. tri sp 4" pot 24" o.c. tri sp II MONUMENT 4 RETAINING VERIFIED BY LANDSCAPE ARCH. 'ANTING PLAN SCALE: V=10'-011 HOMAS RENGSTORI, AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SL'ffE 444,911 WESTERN AVE, SEATTIA WA 98104 PRONE: (206) 682-7562 FAX: (206) 6,824721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT C,I THOMAS V. RENGSTORF CERTIFICATE NO. 298 PROJECT TITLE ANIALON GREENBRIAR RENTON, WA ShE:ET TITLE LEASE BUILDING PLANTING PLAN No. DATE REVISION BY 4L1, DAI E JULY, 1999 DESIGNED FJ DRAWN FJ CHECKED TR SCALE V-10'-0" TR.A No. 9822 CAD FILE 9,82200 PROJECT AVALON GREENBRIAR SHEET No. 100 L Sl i f ET I OF 5 Ml NOTE: CULTURED STONE TO BE APPLIED TO WALL AREAS EXPOSED ABOVE FINAL GRADE FRONT OR BACK OF WALL. PREFABRICATED CONCRETE CULTURED STONE VENEER s '. PRODUCT 0 CSV-2002 ' 214011 RADIUSgo — TOPSOIL SEE SO 1 L SPEC. WATERPROOFING MEMO I 1 I ' • MIN. RND. POCK oo/— FILTER FABRIC CONCRETE 5LOCK (IN FILLED CELL) AND HORIZONTAL •••� • • WO `% • . �IOI�j�110109411OAF40941 �44� i��41�4/ rr • — ��'�O�s'IO�OIO�OIO�OI �► 1/4" RAD IU5 No. 2 BAR IN EACH STEP NOSING 2411 4" COMPACTED CRUSHED ROCK ORIGINAL SOIL COMPACTED) 1. PLANTER /RETAINING WALL :DETAIL NO SCALE D3 L2.1 1/4" RADIUS 5ULLN05E A7 TREAD EDGE NO, 2 NOSING BAR NO, 4 BAR 24 "o.c. NOTE: SEE SHEET L 2.2 FOR TREAD/ RISER DATA, •Q EXPANSION JOINT A. a d c e e X . COMPACTED(100%' COMPACTED) .. TREAD NO&ING DETAIL °� e No. 4 BAR • • a ° 4 2 4" O.C. E,W, ' ' e a. 1211 2. CONCRETE STEPS DETAIL NO SCALE D1 L2.1 1 %7 11%1LL: 1 'PLAN 0'-0" F �i THOMAS RENGSTORF AND ASSOCIATES LkNDSCAPE ARCHITECTURE SITE PLANNIIVG URBAN DESIGN SUITE 444, 911 WESTERN AVE, SEATTLE. WA 98104 PHONE: (206) 682-7562 FAX: (206) 6824721 <�J�LG3 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT G THOMAS V, R NGSTORF CERTIFICATE NO. 298 PROJECT TITLE AVALON GREENBRIAR RENTON, WA u W:_ SHEET TITLE LEASE BUILDLNG LAYOUT PLAN No. DATE REVISION BY 4LI, 4�, A A A DATE JULY,1999 DESIGNED FJ DRAWN FJ CHECKED TR SCALE 1 "-10'-0" TRA No. 9822 CAD FILE 9822942 PROJECT AVALON GREENIBR1AR SHEET No. currrr a n>a c "� �✓ a i THOMAS RENGSTORF AND ASSOCIATES LA'YllSCAPE ARCHITECTURE SrM PLANNING URBAN DESIGN SUITE 444, 9I 1 WESTERN AVE., SEAT11A WA 98104 PHONE: (206) 682-7562 FAX: (206) 6824721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT THOMAS V. RffsIGSTORF CERTIFICATE NO. 298 PROJECT TITLE AVALON GREENBRIAR RENTON, WA SHEET I I I LE LASE BUILDING C.,,LLOUT PLAN No. DATE REVISION BY DATE JULY,1999 DESIONED FJ DRAWN FJ CHECKED TR SCALE 1"-I0'-0" TRA No. 9822 CAD FILE 9822*44 PROJECT AVALONORBENBRIAR :: ,., SHEET No. L2*2"-,- A, CALLOUT PLAN SCALE: 111=10'-011 BUILDING CODE INFORMATION BUILDING CODE INFORMATION PROJECT INFORMATION DRAWING INDEX APPLICABLE CODES: ENERGY CODE REQUIREMENTS: OWNER: `� �` ° N ARCHITECTURAL ►� � � N co 1997 UNIFORM BUILDING CODE PER WASHINGTON STATE ENERGY CODE 1997 EDITION, CHAPTER 51-11 WAC AVALON BAY COMMUNITIES o 0 1997 WASHINGTON STATE ENERGY CODE 11808 NORTHUP WAY, SUITE W311 C S 1 C O V E R S H E E T CLIMATE ZONE: •' c WAC 51-30, CURRENT EDITION BELLEVUE, WA 98005 Al. 1 SITE PLAN / ROOF PLAN o 0 CITY OF RENTON ZONING CODE, REVISED 1/99 ONE I V A1.2 FIRST FLOOR DEMO PLAN CHAPTER OWNERS REPRESENTATIVE: Z�' ZONING REQUIREMENTS: C� E GENERAL: SIEVE DOUGHTY A1.3 SECOND FLOOR DEMO PLAN � ILIA � � PROJECT MANAGER Al 4 FIRST FLOOR KENO PLAN a � SITE AREA: N/A PROJECT SITE AS DEFINED BY THE LEGAL DESCRIPTION INCLUDES THIS PROJECT AS WELL AS ADJACENT AVALON APARTMENT BUILDING SITES ZONING CLASSIFICATION RM-1 REQUIRED SETBACKS: FRONT YARD: 20 FT REAR YARD: 15 FT SIDE YARD: N/A ALLOWABLE HEIGHT LIMIT: ACTUAL HEIGHT: COVERAGE AREA: PARKING: LANDSCAPING: 35 FT; 2 1/2 STORIES 30 FT (EXISTING) 2857 EXISTING 3443 PROPOSED SEE LANDSCAPE PLANS (7 NEW SPACES) SEE LANDSCAPE PLANS BUILDING CODE REQUIREMENTS: A3 ASSEMBLY 62 OFFICE BUILDING AREA: EXISTING: 1ST FLOOR 2,019 GSF* 2ND FLOOR 2,276 GSF TOTAL 4,295 GSF PROPOSED: 1ST FLOOR 3,443 GSFf 2ND FLOOR 1,912 GSF TOTAL 5,355 GSF + INCLUDES 733 GSF EXISTING CRAWL SPACE PROPOSED: 81 2,976 GSF (< 4,000 SEPA THRESHOLD) BY USE: A3 1,646 GSF (< 4,000 SEPA THRESHOLD) SEPA 7'44ESHOLD DETERO NA70'il PER SUBCHAPTER IX SECTION 25.05.800 A2f PROPOSED NET HABITABLE AREA: Al 792 SF B2: 1,888 SF TOTAL: 2,680 SF TYPE OF CONSTRUCTION: TYPE V, 1 HR OCCUPANT LOAD: Al 15 SF/PERSON x 792 SF = 53 PERSONS 82: 100 SF/PERSON x 1,888 SF = 19 PERSONS EGRESS REQUIREMENTS: NUMBER OF EXITS: A3: 2 EXITS REQUIRED, 2 EXITS PROVIDED B2: 1 EXIT REQUIRED, 2 EXITS PROVIDED EXIT WIDTH: Al 0.2 x 88 OCCUPANTS = 17.6 IN. (44 IN. MIN.) R3: 0.2 x 33 OCCUPANTS = 0.66 IN. (44 IN. MIN.) TRAVEL DISTANCE: MAXIMUM ALLOWABLE: 200 FT. ACTUAL: 63 FT. PLUMBING FIXTURE COUNT: A3 OCCUPANCY: 30 SF/PERSON x 792 SF = 26 PERSONS MALE: 1 WATER CLOSET AND LAVATORY REQUIRED 1 WATER CLOSET AND LAVATORY PROVIDED FEMALE: 1 WATER CLOSET AND LAVATORY REQUIRED 1 WATER CLOSET AND LAVATORY PROVIDED 82 OCCUPANCY: 200 SF/PERSON x 1,888 SF = 10 PERSONS MALE: 1 WATER CLOSET AND LAVATORY REQUIRED 1 WATER CLOSET AND LAVATORY PROVIDED FEMALE: 1 WATER CLOSET AND LAVATORY REQUIRED 1 WATER CLOSET AND LAVATORY PROVIDED THIS PROJECT COMPLIES WITH SECTIONS 101.3.2.1, 101.3.2.5 AND 101.3.2.E CHAPTER 6- PRESCRIPTIVE REQUIREMENTS: 1. HEAT SOURCE: GAS 2. HEATING OPTION: 4 3. GROSS CONDITIONED FLOOR AREA: 4,622 SF (DOES NOT INCLUDE UNHEATED CRAWL SPACE) 4. PERMITTED GLAZING AREA: 15% GROSS = 693.3 5. ACTUAL GLAZING AREA CLACULATION: A. CONTRIBUTION FROM WINDOW A. 4 0 17.18 = 68.72 B. 12 4 4.08 = 48.96 C. 9 0 12,84 = 115.56 D. 1 0 4D.07 = 40.07 E. 1 4 3.52 = 3.52 F. 2 0 9.06 = 18.12 G. 1 0 18.00 = 18.00 H. 1 0 7.07 = 7.07 TOTAL = 320.02 B. CONTRIBUTION FROM ENTRY DOORS: 3 0 8.25 = 24.75 C. TOTAL GLAZING AREA: SUM OFA+B=XSF=344.77 6. ACTUAL GLAZING AREA < ALLOWABLE. LEGEND & SYMBOLS EXISTING CONSTRUCTIO1, TO BE DEMOLISHED WALL CONSTRUCTION TO BE DEMOLISHED EXISTING .WALL CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION i■rw 1 HR RATED WALL CONSTRUCTION 099 ROOM NAME & NUMBER NAME DETAIL NUMBER &SHEET L J BUILDING/ WALL SECTION CUT LINE XO KEY NOTE OX WINDOW TYPE 4iijD DOOR NUMBER A a7A-1D INTERIOR ELEVATION INDICATOR 0 PH- 425. 576 2116 FX- 425. 576 8447 EMAIL- sdoughty®ovolonboy.com ARCHITECT: CLARK ASSOCIATES 2208 NW MARKET STREET, SUITE 407 SEATTLE, WA 98107 PH- 206, 782 8208 FAX- 206, 782 7818 PROJECT ARCHITECT: BRIAN L. SLICK bslick0clorkossociotes.com PROJECT SUPPORT: DANIEL J. WOLF dwolf®clorkossociotes.com PROPERTY ADDRESS: 510 STEVENS AVE, SW RENTON, WA 98055 PROJECT DESCRIPTION: EXTERIOR RENOVATION AND ADDITION, AND INTERIOR RENOVATION OF EXISTING BUILDING. LEGAL DESCRIPTION: THE FOLLOWING IS A DESCRIPTION OF THE PORTION OF A PARCEL WHICH CONTAINS THIS PROJECT. SAID PARCEL CONTINUES TO INCLUDE ADJACENT AVALON APARMENT BUILDING PROPERTIES. A PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY COMMENCING AT TFEL WESTERLY TERMINUS OF NEW LOT LINE, CITY OF RENTON LOT LINE ADJUSTMENT NO. 016-86, AS RECORDED UNDER RECORDING NUMBER 8703169003 AND TRUE POINT OF BEGINNING; THENCE NORTH 18'27'31" EAST 112.47 FEET, THENCE NORTH 88 27'37" EAST 60.80 FEET TO A POINT ON A CURVE THE RADIAL BEARING OF WHICH EXTENDS NORTH 01'32'23" WEST 1482.39 FEET; THENCE ALONG THE ARC OF THIS CURVE A DISTANCE OF 23,89 FEET, THENCE SOUTH 18'27'51" WEST 12.07 FEET TO A POINT OF CURVATURE THE RADIAL BEARING OF WHICH EXTENDS NORTH 71'32'09" WEST 370.00 FEET; THENCE ALONG THE ARC OF THIS CURVE AN ARC DISTANCE OF 93.64 FEET, THENCE NORTH 76'13'16" WEST 108.80 FEET TO TRUE POINT OF BEGINNING, PROPERTY TAX I.D.# 214370-1215-08 CONTRACTOR: AVALON BAY COMMUNITIES, INC. CONTRACTOR'S LICENSE) AVALOBCO11DN AREA PLAN '°ROPER �& u o` U r.o jl NOw. RTNE ---- - - PROJECT SITE BOUNDARY THIS PROJECT TO SEATTLE SW SUNSET BLVD. 7 -7 /_-j A1.5 SECOND FLOOR REN O. PLAN A2.1 EAST ELEVATIONS A2.2 NORTH / SOUTH ELEVATIONS A2.3 WEST ELEVATIONS A3.1 BUILDING SECTIONS A4.1 WALL SECTIONS A5.1 DETAILS STRUCTURAL SK1 FLOOR FRAMING PLAN SK2 FOUNDATION PLAN SK3 DETAILS SK4 DETAILS MECHANICAL/ ELECTRICAL TO BE SUBMITTED UNDER SEPARATE COVER LANDSCAPE L1. 0 PLANTING PLAN L1.1 PLANTING DETAILS L2. 0 LAYOUT PLAN L2.1 CONSTRUCTION DETAILS L2. 2 CALLOUT PLAN SITE PLAN PROJECT SITE BOUNDARY ............................................................................ °o o FRONT YARD SETBACK LINE f ' EXISTING PROPERTY LINE LEASING MODIFICATION UNDER CENTER / SEPARATE SUBMITTAL EXISTING L 5 NEW PARKING SPACES J 2 NEW /KINI SPACES SITE PLAN SCALE: 1 /32" 1'-0" / 7 I �oj Z TITLE: i COVER SHEET SCALE: NO SCALE DATE: 08/13/99 DWN BY: DJW JOB NO: 9905 REVISIONS L112\ y L Will " " o i c7 t c s 2208 NVV Harlot Street, Suite 407 Seattle, Washington Q2107 Tel: 206 782 8208 Fox 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.- 425. 576 2116 FX.- 425. 576 8447 EMAIL- sdoughty®avolonbcy.corn REGISTERED ARCHITECT W. SCOTT CLARK STATE OF WASHINGTON 1 csi AVALON RIDGE PLAN SCALE: 1"= (,00'-O" 11�oloEp'-'l PROJECT I N N 92 z 0 o r N 0, CV O 0 •/ rn u h m 0 �3co co y � - ae Z 'o O N v TITLE: COVER SHEET SCALE: NO SCALE DATE: 08/13/99 DWN BY: DJW JOB NO: 9905 REVISIONS 2208 NW Market Street, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fax: 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX. — 425. 576 8447 EMAIL— sdoughty®avalonboy.com 6F11 REGISTERED ARCHI"(EC"f W. SCO1T UARK STATE OF WASHINGTON v �sA 99-/za T PARKWOING SPNEWACES I I TWO NEW PARKING SPACES DEMOLISH —I EXIST CURB ---►I NEW WHEEL STOP (TYP) ELEC. HAND TRANS. HOLE TE R �TVR U 0 w 0 a w i THREE NEW LL- PARKING SPACES DEMOLISH EXIST CURB NEW WHEE STOP (TYP� Li 0 J Q I � cn Q I - DEMOLSH FYiCT � 1C,: NEW DRAIN. TO NEW INAGE LIN SEE ETS L1.0— L2.2 FOR SITE ELEMENTS AND LANDSCAPING EXISTING PROPERTY LINE EXISTING PROPERTY LINE TO BE VACATED UNDER SEPARATE SUBMITTAL. NEW RETAINING WALL 1� NEW EA DRAIN. TIE TO NEW DRAINAGE LINES i D41 ICV W NEW AREA DRAIN. TIE ' TO NEW DRAINAGE LINES. iAND Q -IOLE DEMOLISH EXIST SIGN �D F( VERTICAL CrJRB Site Plan/ Roof Plan SCALE: 1/8" = 1'-0" NEW GUTTER, TYP NEW DOWNSPOUT, TYP. 'h- LINE OF WALL BE DEMOLISH EXISTING PATCH ® WEATHER. LINE OF WALL BELOW CN SETBACK LAN—` NEW AREA DRAIN. TIE TO NEW DRAINAGE LINES. i EXISTING PROPERTY LINE TO BE VACATED UNDER SEPARATE SUBMITTAL. /" , N U SIDEwA�K STEVENS `n" r LINE AVE. NEW GUTTER, TYP NEW DOWNSPOUT, TYP. 1. O 00 o \ 00 f � DEMOLISH + EXIST SIGN EXIST SIDEWALKS AND , STAIRS TO REMAIN — i \ i 1 lk S. W. HARDSCAPE CALCULATIONS: EXISTING HARDSCAPE AREA: 2555.7 SF PROPOSED HARDSCAPE AREA: 3413.2 SF \ INCREASE IN HARDSCAPE AREA: 857.5 SF l N �11 00 �r o r\ �I TITLE: SITE PLAN SCALE: _DATE: 08/ 13/99 DWN BY: DJW jOB NO: 99-05 REVISIONS : ..fi 2208 NW Market Street, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fax: 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX.— 425. 576 8447 EMAIL— sdoughty®avalonbay.com 0611 REGISTERED ARCHITECT W. SCOTT CLARK STATE OF WASHINGION SHEET NO: A 1 ■ PARCEL 1 AND TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RESPONSES TO SCHEDULE B EXCEPTIONS: PARCEL 2 RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 1. CHICAGO, MILWAUKEE & ST. PAUL RAILWAY COMPANY EASEMENT RECORDING NO. THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, 1218906. WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, FROM WHICH THE SOUTH QUARTER AS CONSTRUCTED WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: CORNER OF SAID SECTION 18 BEARS SOUTH 89'10'04" EAST; THENCE NORTH 44'25'22" EAST FOR A 2. PACIFIC NORTHWEST BELL TELEPHONE COMPANY EASEMENT. THE DESCRIPTION COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, FROM WHICH THE SOUTH QUARTER CORNER DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE OF SAID SECTION 18 BEARS SOUTH 89'10'04" EAST; THENCE NORTH 44'25'22" EAST FOR A DISTANCE OF COMMENCING AT THE: SOUTHWEST CORNER OF SAID SECTION 18, FROM WHICH THE SOUTH QUARTER RIGHT OF WAY AS SHOWN ON THE MAIN LINE RIGHT OF WAY AND TRACT MAP, PACIFIC COAST RAILROAD, PROPERTY HEREIN DESCRIBED. RECORDING NO. 8109100352. 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT OF WAY AS CORNER OF SAID SECTION 18 BEARS SOUTH 89'10'04" EAST; THENCE NORTH 44'25'22" EAST FOR A SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID 3. PUGET SOUNr) POWER & LIGHT COMPANY EASEMENT AS CONSTRUCTED ACROSS SAID SHOWN ON THE MAIN LINE RIGHT OF WAY AND TRACK MAP, PACIFIC COAST RAILROAD. SHEET 5 OF 11, D!STA"ACE OF 831.54 FEET TO A FOINT ON THE NORTHERLY BOUNDARY Or THE PACIFIC COAST POINT ALSO BUNG ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, ACCORDING TO THE PREMISES. RECORDING NO. 8112170535. VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON RAILROAD RIGHT OF WAY AS SHOWN ON THE MAIN LINE RIGHT OF WAY AND TRACT MAP, PACIFIC COAST PLAT THEREOF, RECORDED IN VOLUME 14 OF PLATS, PAGE 7, RECORDED UNDER RECORDING NUMBER 4. ROADWAY & PUBLIC UTILITIES EASEMENT FOR THE CITY OF RENTON RECORDING NO. THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN 433749, IN KING COUNTY, WASHINGTON; THENCE NORTH 07'24'23" EAST 464.07 FEET; THENCE NORTH 8208110370. SHOWN ON MAP. VOLUME 14 OF PLATS, PAGE.7, RECORDED UNDER RECORDING NUMBER 433749, IN KING COUNTY, WASHINGTON; RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, 71'32'09" WEST 135.00 FEET; THENCE NORTH 23'22'38" WEST 129.26 FEET TO THE NORTHEAST CORNER 5. ROADWAY & UTILITIES EASEMENT FOR THE CITY OF RENTON RECORDING NO. 8502150595. THENCE NORTH 39'50'39" WEST 664.43 FEET TO A POINT ON THE NORTHERLY LINE OF THE WESTERLY ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 14 OF PLATS, PAGE 7, RECORDED UNDER OF LOT 21, BLOCK 12, SAID PLAT OF EARLINGTON; THENCE NORTH 18'27'19" EAST 200.51 FEET ALONG SHOWN ON MAP. PORTION OF THAT CERTAIN TRACT OF LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 433749, IN KING COUNTY, WASHINGTON; THENCE NORTH 76*33,09" EAST 310.48 THE NORTHERLY PRODUCTION OF THE EAST LINE OF SAID LOT 21 TO THE SOUTHERLY RIGHT OF WAY LINE 6. EASEMENTS FOR INGRESS, EGRESS AND THE PASSAGE AND PARKING OF MOTOR RECORDING NUMBER 8208110369 WHICH IS THE SOUTHEASTERLY TERMINUS OF THE NEW LOT LINE BETWEEN FEET TO A POINT ON THE NORTHERLY LINE OF THE SOUTHERLY PORTION OF THAT CERTAIN TRACT OF OF SUNSET BOULEVARD (STATE ROAD NO. 2); THENCE NORTH 88'27'36" EAST 127.73 FEET ALONG SAID VEHICLES INTO, OUT OF, ON, OVER AND ACROSS ALL PARKING AREAS, DRIVEWAYS AND LOTS A AND B, CITY OF RENTON LOT LINE ADJUSTMENT NO. 018-86 AS RECORDED UNDER RECORDING LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8208110369 SOUTHERLY RIGHT OF WAY LINE TO THE EAST LINE OF LOT 24, BLOCK 7, SAID PLAT OF EARLINGTON; SERVICE AREAS. ALSO EASEMENTS FOR INGRESS, EGRESS AND THE PASSAGE OF NUMBER 8703169005 AND THE TRUE POINT OF BEGINNING; AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 18'27'29" WEST 97.95 FEET ALONG SAID EAST LINE OF AND SOUTHERLY PRODUCTION TO PEDESTRIANS INTO, OUT OF, ON, OVER AND ACROSS ALL PARKING AREAS, DRIVEWAYS, THENCE NORTH 33'18'55" WEST 69.88 FEET ALONG SAID NEW LOT LINE TO THE CENTERLINE OF VACATED THE CENTERLINE OF VACATED SOUTHWEST 4TH PLACE; THENCE SOUTH 71'36'13" EAST 40.01 FEET ALONG SERVICE AREAS AND SIDEWALKS AND OTHER PEDESTRIAN WALKWAYS. RECORDING NO. EARLINGTON AVENUE SOUTHWEST; THENCE NORTH 18'27'03" EAST 159.27 FEET ALONG SAID CENTERLINE TO THENCE NORTH 44'32'09" WEST 163.85 FEET ALONG SAID NORTHERLY LINE TO A POINT OF CURVATURE SAID CENTERLINE TO THE WESTERLY TERMINUS OF THE NEW LOT LINE BETWEEN LOTS A AND B, CITY OF 8709171252. ITS INTERSECTION WITH THE SOUTHERLY LINE OF AN ALLEY THROUGH BLOCKS 12 AND 13, SAID PLAT OF THE RADIAL BEARING OF WHICH EXTENDS NORTH 45'27 51 7. PUBLIC UTILITIES EASEMENT FOR THE CITY OF RENTON RECORDING NO. 8906150179. EAST 270.00 FEET; THENCE CONTINUING RENTON LOT LINE ADJUSTMENT NO. 016-86 AS RECORDED UNDER RECORDING NUMBER 8703169003 AND SHOWN ON MAP. EARLINGTON; THENCE SOUTH 71'34'15" EAST 310.06 FEET ALONG SAID SOUTHERLY LINE TO THE NORTHEAST ALONG SAID NORTHERLY LINE AND ALONG THE ARC OF THIS CURVE TO THE RIGHT THROUGH A CENTRAL THE TRUE POINT OF BEGINNING; 8. SANITARY SEWER MAIN EASEMENT RECORDING N0. 9012071240. SHOWN ON MAP. CORNER OF LOT 21, SAID BLOCK 12; THENCE NORTH 18 27 19 EAST 200.51 FEET ALONG THE NORTHERLY ANGLE OF 55 27 07 AN ARC DISTANCE OF 261.31 FEET TO A POINT OF NON -TANGENCY AND THE THENCE NORTH 18 27 31 EAST 112.47 FEET ALONG THE SOUTHERLY PRODUCTION OF THE EAST LINE OF 9. MINERAL RIGHTS ACROSS LOT 24 BLOCK 7 IN THE PLAT OF EARLINGTON VOL. 14 PG. 7 PRODUCTION OF THE EAST LINE OF LOT 21 TO THE SOUTHERLY RIGHT OF WAY LINE OF SUNSET BOULEVARD WESTERLY TERMINUS OF THE NEW LOT LINE BETWEEN LOTS A AND B, CITY OF RENTON LOT LINE LOT 25, BLOCK 7, SAID PLAT OF EARLINGTON AND ALONG SAID EAST LINE TO THE SOUTHERLY RIGHT OF RECORDING NO. 531231. : (STATE ROAD NO. 2); THENCE NORTH 88 27 36 EAST 127.73 FEET ALONG SAID SOUTHERLY RIGHT OF WAY ADJUSTMENT NO. 01 ,786 AS RECORDED UNDER RECORDING NUMBER 8703169004; THENCE SOUTH WAY LINE OF SUNSET BOULEVARD (STATE ROAD NO. 2); THENCE NORTH 88'27 37 EAST 60.80 FEET 10. MINERAL RIGHTS ACROSS LOT 28 BLOCK 14 IN THE PLAT OF EARLINGTON VOL. 14 PG. 7, �. s „ LINE TO THE EAST LINE OF LOT 24, BLOCK 7, SAID PLAT OF EARLINGTON; THENCE SOUTH 18'27'29" WEST 79 05 02 EAST 69.73 FEET ALONG SAID NEW LOT LINE; THENCE NORTH 75 27 51 EAST 70.00 FEET ALONG SAID SOUTHERLY RIGHT OF WAY LINE TO A POINT ON A CURVE THE RADIAL BEARING OF WHICH RECORDING NO. 543225. 97.95 FEET ALONG SAID EAST LINE AND ITS SOUTHERLY PRODUCTION TO THE CENTERLINE OF VACATED ALONG SAID NEW LOT LINE; THENCE NORTH 45 27 51 EAST 176.21 FEET ALONG SAID NEW LOT LINE EXTENDS NORTH 01'32'23" WEST 1482.39 FEET; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE AND 11. MINERAL RIGHTS ACROSS LOT 24 BLOCK 7 IN THE PLAT OF EARLINGTON VOL. 14 PG. 7, �7 SOUTHWEST 4TH PLACE; THENCE SOUTH 71'36'13" EAST 40.01 FEET ALONG SAID CENTERLINE TO THE AND ALONG THE NEW LOT LINE BETWEEN LOTS A AND B, CITY OF RENTON LOT LINE ADJUSTMENT NO. ALONG THE ARC OF THIS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 00'55'24", AN ARC RECORDING NO. 570102. �•• �4� WESTERLY TERMINUS OF THE NEW LOT LINE BETWEEN LOTS A AND B, CITY OF RENTON LOT LINE ADJUSTMENT 015-86 AS RECORDED UNDER RECORDING NUMBER 8703169001; THENCE NORTH 9'30'02" WEST 30.63 DISTANCE OF 23.89 FEET TO THE WESTERLY LINE OF THE NORTHERLY PORTION OF THAT CERTAIN TRACT 12. MINERAL RIGHTS ACROSS LOTS 27 & 28 BLOCK 7 IN THE PLAT OF EARLINGTON VOL. 14 NO. 016-86 AS RECORDED UNDER RECORDING NUMBER 8703169003; THENCE SOUTH 76'13'16" EAST 108.80 FEET ALONG SAID NEW LOT LINE TO A POINT ON THE NORTH LINE OF LOT 3, BLOCK 11, SAID PLAT OF OF LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8208110369 PG. 7, RECORDING NO. 617521. FEET ALONG THE NORTHERLY LINE OF SAID LOT B TO THE WESTERLY LINE OF THE NORTHERLY PORTION OF EARLINGTON; THENCE NORTH 80'29'58" EAST 350.73 FEET ALONG THE NORTH LINE OF SAID BLOCK 11, AND A POINT OF REVERSE CURVATURE THE RADIAL BEARING OF WHICH EXTENDS SOUTH 02'27'47" EAST 13. MINERAL RIGHTS ACROSS LOTS 4 & 5 IN BLOCK 11 IN THE PLAT OF EARLINGTON VOL THAT CERTAIN TRACT OF LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING ITS EASTERLY PRODUCTION, AND THE NORTH LINE OF BLOCK 10, SAID PLAT OF EARLINGTON TO THE 30.00 FEET; THENCE ALONG SAID WESTERLY LINE AND ALONG THE ARC OF THIS CURVE TO THE RIGHT 14, PG. 7, RECORDING NO. 684557. NUMBER 8208110369; THENCE SOUTHERLY ALONG SAID WESTERLY LINE AND WESTERLY ALONG THE NORTHEAST CORNER OF THE WEST 10.00 FEET OF LOT 2, SAID BLOCK 10; THENCE SOUTH 18'28'49" THROUGH A CENTRAL ANGLE OF 110'55'38" AN ARC DISTANCE OF 58.08 FEET TO A POINT OF TANGENCY; 14. MINERAL RIGHTS. INSTRUMENT IS UNREADABLE. RECORDING NO. 1058297. NORTHERLY LINE OF THE WESTERLY PORTION OF SAID TRACT THE FOLLOWING COURSES: WEST 100.27 FEET ALONG THE EAST LINE OF SAID WEST 10.00 FEET TO THE NORTH LINE OF AN ALLEY THENCE SOUTH 18'27'51" WEST 12.07 FEET ALONG SAID WESTERLY LINE TO A POINT OF CURVATURE THE 15. MINERAL RIGHTS ACROSS LOT 2 BLOCK 12 IN THE PLAT OF EARLINGTON VOL 14 PG. 7, THROUGH SAID BLOCK 10, SAID ALLEY RUNNING PARALLEL WITH THE NORTH LINE OF SAID BLOCK 10; RADIAL BEARING OF WHICH EXTENDS NORTH 71'32'09" WEST 370.00 FEET; THENCE ALONG SAID RECORDING NO. 1136719. SOUTH 32'57'51" WEST 150.01 FEET TO A POINT OF CURVATURE, THE RADIAL BEARING OF WHICH EXTENDS THENCE SOUTH 80'29'58" WEST 61.01 FEET ALONG THE NORTH LINE OF SAID ALLEY TO INTERSECT THE WESTERLY LINE AND ALONG THE ARC OF THIS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 16. MINERAL RIGHTS ACROSS LOTS 16 & 17 BLOCK 11, LOTS SOUTH OF THE ALLEY IN SOUTH 57'02'09" EAST 330.00 FEET; THENCE ALONG THE ARC OF THIS CURVE TO THE LEFT, THROUGH A NORTHERLY PRODUCTION OF THE WEST LINE OF LOT 28, SAID BLOCK 10; THENCE SOUTH 18'27'39" �� BLOCKS 10 & 11, SOUTH 1/2 BLOCKS 12 & 13 AND ALL OF BLOCKS 14-18 IN THE PLAT OF 14'30 00 AN ARC DISTANCE OF 93.64 FEET TO THE EASTERLY TERMINUS OF THE NEW LOT LINE BETWEEN CENTRAL ANGLE OF 27'17'12", AEARLINGTON VOL. 14. PG. 7, RECORDING NO. 1407894 & 1468385..N ARC DISTANCE OF 157.16 FEET TO A POINT OF REVERSE CURVATURE, THE WEST 18.11 FEET ALONG SAID NORTHERLY PRODUCTION TO THE NORTHWEST QUARTER OF SAID LOT 28; LOTS A AND B, CITY OF RENTON LOT LINE ADJUSTMENT NO. 016-86 AS RECORDED UNDER RECORDING 17. MINERAL RIGHTS ACROSS LOT 7 BLOCK 12 IN THE PLAT OF EARLINGTON VOL. 14 PG. 7 RADIAL BEARING OF WHICH EXTENDS NORTH 84'19'21" WEST 20.00 FEET; THENCE ALONG THE ARC OF THIS THENCE SOUTH 80'29'58" WEST 9.06 FEET ALONG THE WESTERLY PRODUCTION OF THE NORTH LINE OF NUMBER 8703169003; THENCE NORTH 76'13'16" WEST 108.80 FEET ALONG SAID NEW LOT LINE TO THE RECORDING NO. 2110812. CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 81'47 12 , AN ARC DISTANCE OF 28.55 FEET TO A SAID LOT 28 TO THE CENTERLINE OF AN ALLEY THROUGH SAID BLOCK 10, SAID ALLEY RUNNING TRUE POINT OF BEGINNING; z Z: POINT OF TANGENCY; THENCE SOUTH 87'27'51" WEST 38.50 FEET TO A POINT OF CURVATURE, THE RADIAL PARALLEL WITH THE WEST LINE OF SAID BLOCK 10; THENCE SOUTH 18'27'39" WEST 16.15 FEET ALONG 18. MINERAL RIGHTS ACROSS LOTS 4 & 5 BLOCK 12 IN THE PLAT OF EARLINGTON VOL. 14 0 PG. 7, RECORDING NO. 2548296. BEARING OF WHICH EXTENDS NORTH 02'32'09" WEST 270.00 FEET; THENCE ALONG AN ARC OF THIS CURVE TO SAID CENTERLINE TO INTERSECT THE WESTERLY PRODUCTION OF THE SOUTH LINE OF SAID LOT 28; AND TOGETHER WITH THOSE PORTIONS OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, 19. MINERAL RIGHTS ACROSS LOT 28 BLOCK 10 IN THE PLAT OF EARLINGTON VOL. 14 PG. 7, z < THE RIGHT THROUGH A CENTRAL ANGLE OF 21'00'00", AN ARC DISTANCE OF 98.96 FEET TO A POINT OF THENCE SOUTH 71'32'21" EAST 109.32 FEET ALONG SAID WESTERLY PRODUCTION AND ALONG SAID RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE SOUTHEAST QUARTER RECORDING NO. 7110280118. TANGENCEY; THENCE NORTH 71'32'09" WEST 253.54 FEET TO A POINT OF CURVATURE THE RADIAL BEARING SOUTH LINE TO A POINT ON THE WESTERLY LINE OF THE EASTERLY PORTION OF THAT CERTAIN TRACT OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, 20. MINERAL RIGHTS ACROSS LOTS 1-3 BLOCK 11 IN THE PLAT OF EARLINGTON VOL. 14 PG. Z z a OF WHICH EXTENDS NORTH 18'27'51" EAST 45.00 FEET; THENCE ALONG THE ARC OF THIS CURVE TO THE OF LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER WASHINGTON, DESCRIBED AS FOLLOWS: 7, RECORDING NO. 7508200213. w RIGHT THROUGH A CENTRAL ANGLE OF 33'33'26" AN ARC DISTANCE OF 26.36 FEET TO A POINT OF REVERSE 8208110369; THENCE: SOUTHERLY AND WESTERLY ALONG SAID WESTERLY LINE AND ALONG THE 21. COVENANTS CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT ,� �_ CURVATURE, THE RADIAL BEARING OF WHICH EXTENDS SOUTH 52'01'17" WEST 45.00 FEET THENCE ALONG NORTHERLY LINE OF THE SOUTHERLY PORTION OF SAID TRACT THE FOLLOWING COURSES: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, FROM WHICH THE SOUTH QUARTER RECORDED UNDER RF=CORDING N0. 8102230353. NO EASEMENTS WERE FOUND IN THIS o a cn > THE ARC OF THIS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 85'20'13", AN ARC DISTANCE OF CORNER OF SAID SECTION 18 BEARS SOUTH 89'10 04 EAST; THENCE NORTH 44'25 22' EAST FOR A DOCUMENT. 29'56'06" ; � SOUTH WEST 85.73 FEET TO A POINT OF CURVATURE THE RADIAL BEARING OF WHICH DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD 22. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN INSTRUMENT 67.02 FEET TO THE TRUE POINT OF BEGINNING; EXTENDS SOUTH 60'03'54" EAST 330.00 FEET; THENCE ALONG THE ARC OF THIS CURVE TO THE LEFT RIGHT OF WAY AS SHOWN ON THE MAIN LINE RIGHT OF WAY AND TRACT MAP, PACIFIC COAST RAILROAD, RECORDED UNDER RECORDING NO. 8703020693. INSTRUMENT HAS A TRAIL PROVISION THAT THROUGH A CENTRAL ANGLE OF 59'50'14" AN ARC DISTANCE OF 344.64 FEET TO A POINT OF SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID EXPIRES AFTER CONSTRUCTION IS COMPLETE OR ON 12-31-98. � 00 rn TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 18 TOWNSHIP 23 NORTH RANGE 5 ' TANGENCY; THENCE SOUTH 29'54'08" EAST 57.11 FEET TO A POINT OF CURVATURE THE RADIAL POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, ACCORDING TO THE 23. AGREEMENT FOR RECIPROCAL RIGHT OF USE FOR RECREATION FACILITIES AT SUNPOINTE I I EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: PLAT THEREOF, RECORDED IN VOLUME 14 OF PLATS, PAGE 7, RECORDED UNDER RECORDING NUMBER PHASE I, PHASE II AND PHASE III. RECORDING N0. 8709171253. BEARING OF WHICH EXTENDS SOUTH 60'05'S2" WEST 20.00 FEET THENCE ALONE THE ARC OF THIS < o I co � 433749, IN KING COUNTY, WASHINGTON; THENCE NORTH 71'29'12" WEST 484.56 FEET ALONG SAID 24. REGr L�`TORY AGi;EEME 1. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, FROM WHICH THE SOUTH QUARTER CORNER CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 101'3213 AN ARC DISTANCE OF 35.44 FEET TO J NT RECORDING ti0. I n i 00 02181 40. OF SAID SECTION 18 BEARS SOUTH 89'10'04" EAST; THENCE NORTH 44'25'22" EAST FOR A DISTANCE OF A POINT OF COMPOUND CURVATURE THE RADIAL BEARING OF WHICH EXTENDS NORTH 18'21'55" WEST SOUTHERLY BOUNDARY TO THE SOUTHWEST CORNER OF SUNPOINTE CONDOMINIUM, PHASE I, AS RECORDED 25. TRANSFER AGREEMENT RECORDING N0. 9202181540. 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT OF WAY AS 270.00 FEET; THENCE ALONG THE ARC OF THIS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF IN VOLUME 64 OF CONDOMINIUMS, PAGES THROUGH 85 UNDER KING COUNTY RECORDING NUMBER 2REAL ESTATE EXCISE TAX. 8307200969 AND THE TRUE POINT OF BEGINNING; THENCE ALONG THE WEST LINE OF SAID CONDOMINIUM 27. GENERAL AND SPECIAL TAXES. . SHOWN ON THE MAIN LINE RIGHT OF WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, 26'49'46" AN ARC DISTANCE OF 126.43 FEET TO A POINT OF TANGENCY; THENCE NORTH 81'32'09" THE FOLLOWING COURSES: 28. DEED OF TRUST AND ASSIGNMENT OF RENTS AND/OR LEASES. r VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON WEST 105.25 FEET TO A POINT OF CURVATURE THE RADIAL BEARING OF WHICH EXTENDS NORTH THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN 29. ASSIGNMENT OF RENTS AND/OR LEASES. 08'27 51' EAST 270.00 FEET; THENCE ALONG THE ARC OF THIS CURVE TO THE RIGHT THROUGH A NORTH 18'27 51' EAST 91.76 FEET; THENCE NORTH 41'27 51 EAST 75.00 FEET; THENCE NORTH = VOLUME 14 OF PLATS, PAGE 7, RECORDED UNDER RECORDING NUMBER 433749, IN KING COUNTY, WASHINGTON; �• ' �• 30. DEED OF TRUST AND ASSIGNMENT OF RENTS AND/OR LEASES. CENTRAL ANGLE OF 3; 00 00 AN ARC DISTANCE OF 174.36 FEET TO THE TRUE POINT OF BEGINNING; FEET TO 18'27 51' EAST 130.00 THE SOUTHERLY LINE OF THE WESTERLY PORTION OF THAT CERTAIN 31. ASSIGNMENT OF RENTS AND THENCE NORTH 16'14'15" EAST 547.09 FEET TO A POINT ON THE EASTERLY LINE OF THE NORTHERLY PORTION OR LEASES. TRACT OF LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 32. FINANCING STATEMENT. OF THAT CERTAIN TRACT OF LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, 8208110369; THENCE ALONG SAID SOUTHERLY LINE THE FOLLOWING COURSES: T NUMBER 8208110369 AND THE TRUE POINT OF BEGINNING; THENCE NORTH 32'57'51" EAST 147.40 FEET RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 33. FINANCING STATEMENT. J J ALONG SAID EASTERLY LINE TO THE NORTHWEST CORNER OF LOT B, CITY OF RENTON LOT LINE ADJUSTMENT 34. FINANCING STATEMENT. 09" WEST 25.00 FEET TO A POINT OF CURVATURE THE RADIAL BEARING OF WHICH EXTENDS 35. FINANCING STATEMENT. NORTH 71.51 a- O_ O_ WEST 45.00 FEET; THENCE ALONG THE ARC OF THIS CURVE TO THE LEFT THROUGH A 36. INTERCREDITOR AGREEMENT.32 N0. 014-86 AS RECORDED UNDER RECORDING NUMBER 8703169002; THENCE NORTH 80'2958„ EAST 138.30 COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, FROM WHICH THE SOUTH QUARTER r SOUTH 1827 FEET ALONG THE NORTH LINE OF SAID LOT B TO A POINT ON THE CENTERLINE OF A VACATED ALLEY CORNER OF SAID SECTION 18 BEARS SOUTH 89'10'04" EAST; THENCE NORTH 44'25'22" EAST FOR A THROUGH BLOCK 8, SAID PLAT OF EARLINGTON; THENCE SOUTH 18'27'39" WEST 26.29 FEET ALONG SAID DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST CENTRAL ANGLE OF 33'33'26" A DISTANCE OF 26.36 FEET TO A POINT OF REVERSE CURVATURE THE 37. PENDING ACTION IN UNITED STATES DISTRICT COURT. CENTERLINE TO THE NORTHEAST CORNER OF VACATED S.W. 4TH PLACE, AS VACATED BY CITY OF RENTON RAILROAD RIGHT OF WAY AS SHOWN ON THE MAIN LINE RIGHT OF WAY AND TRACT MAP, PACIFIC COAST RADIAL BEARING OF WHICH EXTENDS NORTH 15'05'35" WEST 45.00 FEET; THENCE ALONG THE ARC OF 38. PARTNERSHIP AGREEMENT. 00 ORDINANCE NUMBER 3650; THENCE SOUTH 09'30'02" EAST 90.63 FEET ALONG THE EAST LINE OF SAID RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN THIS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 161'46'40" AN ARC DISTANCE OF 127.06 FEET 39. ANY CONVEYANCE_ OR MORTGAGE BY PARTNERS MUST BE EXECUTED IN ACCORDANCE Z o VACATED SOUTHWEST 4TH PLACE AND ALONG THE NEW LOT LINE BETWEEN LOTS A AND B, CITY OF RENTON RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, TO THE SOUTHEASTERLY TERMINUS OF THE NEW LOT LINE BETWEEN LOTS A AND B, CITY OF RENTON LOT WITH THE PARTNERSHIP AGREEMENT. - I LOT LINE ADJUSTMENT NO. 015-86 AS RECORDED UNDER RECORDING NUMBER 8703169001; THENCE SOUTH ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 14 OF PLATS, PAGE 7, RECORDED UNDER LINE ADJUSTMENT NO. 018-86 AS RECORDED UNDER RECORDING NUMBER 8703169005; THENCE NORTH 40. MATTERS OF RECORD AGAINST THE NAME OF THE UNDISCLOSED GENERAL PARTNERS. ter` N 45'27'51" WEST 176.21 FEET ALONG SAID NEW LOT LINE AND ALONG THE NEW LOT LINE BETWEEN LOTS A AND RECORDING NUMBER 433749, IN KING COUNTY, WASHINGTON; THENCE NORTH 16'14'15" EAST 547.09 33'18'55" WEST 69.88 FEET ALONG SAID NEW LOT LINE TO THE CENTERLINE OF VACATED EARLINGTON 41. NEED TO PROVIDE:: EVIDENCE THAT SUNSET TERRACE INVESTMENTS, INC. IS IN GOOD O oo n STANDING. B, CITY OF RENTON LOT LINE ADJUSTMENT NO. 017-86 AS RECORDED UNDER RECORDING NUMBER FEET TO A POINT ON THE EASTERLY LINE OF THE NORTHERLY PORTION OF THAT CERTAIN TRACT OF AVENUE SOUTHWEST; THENCE NORTH 18'27'03" EAST 159.27 FEET ALONG SAID CENTERLINE TO ITS 42. COVERAGE Z Z0O '- 6' � 8703169004; THENCE SOUTH 75'27 51" WEST 70.00 FEET ALONG SAID NEW LOT LINE; THENCE NORTH LAND CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NUMBER 8208110369; INTERSECTION WITH THE SOUTHERLY LINE OF AN ALLEY THROUGH BLOCKS 12 AND 13, SAID PLAT OF EXTENDED OWNER'S POLICY. C N 43. PROVIDE AN ALTA CERTIFIED SURVEY. THENCE NORTH 32'57'51" EAST 147.40 FEET ALONG SAID EASTERLY LINE TO THE SOUTHWEST CORNER EARLINGTON; THENCE NORTH 71'34'15" WEST 215.66 FEET ALONG SAID SOUTHERLY LINE TO THE 79'05'02" WEST 69.72 FEET ALONG SAID NEW LOT LINE TO A POINT ON THE EASTERLY LINE OF THE 44. LEGAL DESCRIPTION MUST BE VERIFIED PRIOR TO CLOSING BY PARTIES TO THE 0 W o ° � Q `' NORTHERLY PORTION OF THAT CERTAIN TRACT OF LAND CONVEYED TO THE CITY OF RENTON BY DEED OF LOT A, CITY OF RENTON LOT LINE ADJUSTMENT NO. 014-86 AS RECORDED UNDER RECORDING SOUTHERLY RIGHT OF 'WAY LINE OF SUNSET BOULEVARD (STATE ROAD N0. 2) AND A POINT ON A CURVE FORTHCOMING TRANSACTION. ° NUMBER 8703169002 AND THE TRUE POINT OF BEGINNING; THE RADIAL BEARING OF WHICH EXTENDS NORTH 5'26'21" EAST 1502.39 FEET; THENCE ALONG SAID RECORDED UNDER RECURDIN" NUMBER 8208110369 AND A POINT ON A CURVE, THE RADIAL BEARING OF NOTE NUMBER 1: CITY OF RENTON LOT LINE ADJUSTMENTS. Z o� Q WHICH EXTENDS SOUTH 79'05'02" EAST 270.00 FEET; THENCE ALONG SAID EASTERLY LINE AND ALONG THE SOUTHERLY RIGHT OF WAY LINE AND ALONG THE ARC OF THIS CURVE TO THE RIGHT THROUGH A CENTRAL m u) � „ THENCE CONTINUING ALONG SAID EASTERLY LINE THE FOLLOWING COURSES: �° �� ARC OF THIS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 22'02 53 AN ARC DISTANCE OF 103.90 ANGLE OF 7'59 25 AN ARC DISTANCE OF 209.52 FEET; THENCE SOUTH 18'27 51 WEST 260.00 FEET; � �� W aD Ln , NORTH 32'57'51" EAST 2.60 FEET TO A POINT OF CURVATURE THE RADIAL BEARING OF WHICH EXTENDS THENCE SOUTH 89'27'51" WEST 70.00 FEET; THENCE SOUTH 18'27'51" WEST 154.00 FEET; THENCE FEET TO THE TRUE POINT O, BEGINNING. o NORTH 57'02'09" WEST 430.00 FEET; THENCE ALONG THE ARC OF THIS CURVE TO THE LEFT THROUGH SOUTH 52'32'09" EAST 70.00 FEET; THENCE SOUTH 18'27'51" WEST 58.11 FEET TO THE NORTHERLY .--c E-+ o0 A CENTRAL ANGLE OF 14'30'00" AN ARC DISTANCE OF 108.82 FEET TO A POINT OF TANGENCY; BOUNDARY OF SAID PACIFIC COAST RAILROAD RIGHT OF WAY; THENCE SOUTH 71'29'16" EAST 558.15 0.' �cv THENCE NORTH 18'27'51" EAST 52.90 FEET TO A POINT OF CURVATURE THE RADIAL BEARING OF WHICH FEET ALONG SAID NORTHERLY RIGHT OF WAY BOUNDARY TO THE TRUE POINT OF BEGINNING. � o EXTENDS SOUTH 71'32'09" EAST 30.00 FEET; THENCE ALONG THE ARE OF THIS CURVE TO THE RIGHT _ THROUGH A CENTRAL ANGLE OF 64'17'58" AN ARC DISTANCE OF 33.67 FEET TO THE SOUTHERLY RIGHT O Ln OF WAY LINE OF SUNSET BOULEVARD (STATE ROAD NO. 2) AND A POINT ON A CURVE THE RADIAL U BEARING OF WHICH EXTENDS NORTH 07'14'11" WEST 1492.39 FEET; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE AND ALONG THE ARC OF THIS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 03'56'14" AN ARC DISTANCE OF 102.55 FEET TO A POINT OF NON TANGENCY ON THE CENTERLINE OF A VACATED ALLEY THROUGH BLOCK 8, SAID PLAT OF EARLINGTON; THENCE SOUTH 18'27'39" WEST 172.88 FEET ALONG SAID CENTERLINE TO THE SOUTHEAST CORNER OF LOT A, CITY OF RENTON LOT LINE ADJUSTMENT NO. 014-86 AS RECORDED UNDER RECORDING NUMBER 8703169002; THENCE SOUTH 80'29'58" WEST 138.30 FEET ALONG THE SOUTH LINE OF SAID LOT A TO THE TRUE POINT OF BEGINNING; i� 1 r • '` t i i r e 1 c/ 4FNl a r STenv\ / r FI a A s s ` '' 5 O sr 'at is L Li 0 " V y _ j S 3RD. Z N � rn z- � w ` s �r SUam T O 0) ^N LL Q .L w °o 0 I � 0Z� Baas .� - .s A � ` � ¢ Z � ;mow W Q ,-. _ w o Lc)�t (� W =ZN AWW .. �U U� "- Q�� Z a -1 ^^,�Y .:ram r 1 �`�' s. S RCf.` Q IIi Iw-' zTM st yr `1 H OMMB T r Y< W W 161H ST S16TH Si f - -- s irw Si 1 VICINTY MAP�R NTS SHEET 1 of 2 JOB No. 98089 UNSET BL --�--- VD. 70' 15' SANITARY SEWER EASEMENT REC. NO. 8906150179 Board Fence Corner. 0.3' ",V. & G.5' S. of Found IR/Cap Property Corner LS 14490'-%, Board Fence N '2 51 E Corner 0.5' W. & 0.6' S. of Property Corner O a CO SV 40 0 / 50' c V �' / + \ 15' \ �? EASE N �y LEGEND ® GAS METER \ t�) GAS VALVE \ ZTPOB PARCEL 11 -C>- POWER POLE \ I E- GUY ANCHOR © POWER VAULT ❑ STORM CATCH BASIN QQ STORM DRAINAGE MANHOLE ® YARD DRAIN SIGN XX YARD LIGHT MAILBOX 0 DECIDUOUS TREE 0 UNKNOWN VAULT O SANITARY SEWER MANHOLE ® MONUMENT IN CASE (AS NOTED) o REBAR/CAP (AS NOTED) y STREET LIGHT ® LIGHT BOX T ❑ TELEPHONE RISER a TELEPHONE VAULT Tv El TV RISER -6- FIRE HYDRANT FIRE PLUG Prv0 POST INDICATOR VALVEE ® IRRIGATION METER ® WATER METER N WATER VALVE ROCKERY - --w- -- WATER LINE - - -SD- - - STORM DRAINAGE LINE - - -ss- - -SANITARY SEWER LINE 2. - --P-- - POWER LINE 2 - - -P/T - - POWER/TELEPHONE LINE _ _ = Fs= _ =FIRE SPRINKLER LINE DL FIRE DRY LINE ---G---GAS LINE GRAPHIC SCALE 0 25 50 ( IN FEET ) 1 inch = 50 ft. BASIS OF BEARING: SOUTH LINE OF THE SOUTHWEST 1 /4 SEC. 18, TWN. 23 N., R. 5 E. PER DEED REC NO. 8709171255 Z BUILDINGS 8 (1) & 9 (1) 3,594 sq.ft. ea. floor x 3 stories = 10,782 sq. ft. 0 9.9, ro 8.9' o 12.0 1 S S• � 0 (V BUILDING EXTERIOR FOUNDATIONS AT GROUND LEVEL = '+/-0, 01 1 .)Q. r 1. o TOTAL SQ. FT. OF ALL BUILDING FOOTPRINTS = 113,844 SQ. FT. N E REC Lstories 2,880 sq.ft. ea. floor G 6 (1) x 2 stories = 5,760 sq. ft.ft ea. floor 2 °' 23 8 4, 755 sq. ft. 20'020.524.7uj' N O ` BUILDING 2 (1) BUILDING 3 (1) 21' 2,763 sq.ft. ea. floor 6,061 sq.ft. ea. floor N x 3 stories = 8,289 sq. ft. x 3 stories = 18,183 sq. ft. N 0 24.3 09.1 m9.2 24.3 2. AJ 0in 9.1 0 120 10.0 21.6 3.8' 3.8 a t 3.8 3.8' °i P-6 o12.67.3126 � tO 15.5 7.2 m kpw FOUND MONUMENT IN CASE VISITED -� S. W. SUNSET BLVD. 3/98 - _ _ - - - " R - 30.00' R - 1492-39' A - O'S5'24" L - 33.67' L = 102.55' - VFound IR/Cap R - 14IM39 L - 261.31' FOUND MONUMENT IN CASE VISITED 3/98 31 N 7'0 S 89'1 004" m o ` BUILDING 7 (1) 21 21 1,582 sq.ft. ea. floor N x 3 stories = 4,746 sq. ft. N-40 0 0 m 2 9.9 2. a, a, 20.5' o R - 270.00 L - 174.38' 0 N BUILDING 5 (1) 3,592 sq.ft. ea. floor x 3 stories = 10,776 sq. ft. e. 8.9 0 0!20.3' L-_.1 0S5.1 15.5' 12.03.8' 3.8' 30' ROAD & UTILITY EASEMENT FOR CITY OF RENTON REC. NO. 8502150595 FOUND MONUMENT IN CASE VISITED 3/98 2- 0' BUILDING W REC 1,927 sq.ft. ea. floor x 2 stories = 3,854 sq. ft. NOTES: A. THE LEGAL DESCRIPTION FOR THE WATERLINE EASEMENT BEGINNING AT POINT "C' IS CALLED OUT AS A NORTHWESTERLY BEARING. THE WATERLINE OCCUPATION HEADS NORTHEASTERLY FROM SAID POINT "C". 8906150179 f, , " -9.0c S 80* W N 18'2 39 E A 59'50'14" R 330.00 L = 344.64' L - 126.43' IN CASE VISITED 3/98 F- 0 Z Z W C U bi Q 0 of Z CJ Z w C�l Q m m i W r- N U o > � m 00 rn 00 0) I 0) I F_ I n 00 m 0 Y U } 0 U z Z ^� W' W z i� z W N W z 0 r l 00 0 0 N p0 7-00 rn o LO i C N oo�t >-4.-� Q) 0) c x 51E <mCn 0 L_ Ln 00o co N Lna0') Un N 101 C0 Z Z W 0 ♦R a V _w0 ~ Q ZZ ZU N00 Z*z L() 0) a.a= 0.4- �z�� Q J 0 LLj Waa �>�00 Z Q .- LO C W v Q H :�Z� Q0 ��i Z Q�,�J �� ZZ 00 0 m SHEET 2 of 2 JOB No. 98089 MATCHLINE SEE SHEET L 1-1 2EX 5'df SEE SfGETOH ON SFf--iiRAT 5t'TT x _ ;,RE4 TO 8E FL E �- ADD 131 ill" DIA 150ULDE129 TO MINIMIZE r EROSION. �+111am won Imm Its / +7 ` 7 1p PLANTING PLAN ' `;CALF: I" = 20'-0" THOMAS RENGSTORF AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE, SEAMY, WA 98104 PHONE. (206) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REGISTERED LAN CAPE ARCHITECT THO S ENGSTORF FI TE NO. 298 PROJECT TITLE AVALON GREENBRIAR RRMN, WA SHEET TITLE ?,L PLANI No. DATE REVISION BY A Z��, 4�, DATE JULY 17,1999 DESIGNED FJ DRAWN FJ CHECKED TR SCALE 1 "=20'-0" TRA No, 9822 CAD FILE 9MI4 PROJECT AVALON GREENBRIAR SHEET No. L1.4 SHEET S OF 6 OA-99— la F •1- z1 - 97 THIS RAP IS FOR THE PURPOSE OP � � �.5SiSTTNC IN LOCATIPIG YOURWI �� I \�/ ENI �� PROPERTY AND tS ND`r GURRAgiT;Ji�'X� 23-,--, . �861--- /��} - - - - -- 9' �� 932 SEA TILEL0U�,M CITY OF -rON `IO SN _\ AeGL'RATL MEA.StIR N�,�o V" 6\/® ?bG11.2'E e _ R '' re(s')--e5.5f- IE '�64,�.,f u :`.� p 121 I ` P 1 n J�JVF�LE ro S.L,'� CEGAR RIVCR PiPEL/NC •v _ - �� =i� _ - - - _ - _ \ \ \ I Tt9l� PrtAP IS FOR THE PURPOSE OF �N�p to�� s� b � IAA AP RE! f � � � � � _ sa - - _ ,,7 - w a- 3e _ lr 9 4> Dob 352. 9.4d , S 1 2 �� b AF 3 Q Q'�� r o 5i?. r3 q 5 �a v- 4 4` `0 1 f /- -�1- '-� iu 1 'd \ YOVFb h �b q qt• `` �� Z2 - �' p tt ,1 e \ �} r 1 �_ ;0 3 w c p' 1 ' .r 01 . �t \ A S31 ST 1 NG I N LOCATING � � h 1, ¢ 'I' > > E sz � � ® T � o M U - K � N""^ -CO U il �J T Y \ pRoPEP.TY AND I8 NOT GUARAi1-T-ShD y `�& ..S, / 2 Q �� fi/1C L u °e r r j� �f1i' --r 2 /J D I 1 ° ° tiV '9t. °' Berl 4 3 NI o ��r>w.� Z° L� p �' 0 '� ,9_ 10�- �t GFILt�I �• ✓' ( d o °' r 1\ a-0.5:5 , s , ro I� _51> TE 9�EA9YJI{E�'iERITB s r _ .�� _ �• _ e9 sf nv, _ TO SHOW ACGiJA.A ° j8 - ! o c _ _ ss ° o a / VOL �7-:S g _ \ �\1 � N �h (1 eft• .. ��' ` �V��• � 11 l0�' r �0 / r r ` � LV � , \ _ 3 � 4 5. o� � / n� � � 5 � / � m 2'; � L25 Vt,� 3 Ird..� �}} j J' . 4 {y;' 1 ' ! 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C1 _<_ -1324.66 0 \ -- N �8- 15 -OOWy V {324. 66 • w •rs.�— I / �; �s.3 g2 I � Fc•,eEVt'r� -'", - ,4z . �/�/c Pl SES Ar; \ Q• Traced ar t3oc I y� y�, ti-%RE L�/v r- - ` 1 ! \i Y t! 3 - T!t � v s E o f r,y� \s re.5-� 7- s.5ro �.t/ •�,/�.e.�' o / / /s //E.s.c 5 , /R ) y r 1 9/e7 1 E RLIP!GTON I�lDtJSTRI��. PA NO. I VOL ►�3/10 n, r I,v�n /.7,� PCBrL'�.,. T T,_ fVE 24' - 23 4 /I/ofe : This rnaP /s based 0/7 ,I bre a /(do to h From )<. C . E4�,y'S. w o■1 W x J H >- m a CD w z � o ¢w o� �Co v N w Go ¢ N Z f� Am Z UJ(D ¢o U Z W_ w O � Of r ¢ CD m N � N oC 15' SAN. SEWER EASEMENT REC. NO. 8906150179 �� /tZ2 �6.9' 0 60 1T" \ � \ l l N � 7R=330.00 - - l//S4, L=120.95 o , / rA=21'00 00 A� / CH=120.28' m /• S II / / // CHB=S82'02'11 "E _ - - - - // =4_- N 87'27 51 E II I / 38.49' \\ pARl A ►, \\ KiNG— 1 \ /ll % pAR / PROPOSED CARPORT / / • r 15' SAN. SEWER ASEMENT pAR REC. NO. 890615 179 !3 L / SPA BLDG. B AREA. \ 10,200 SQ. FT. C� I D STORM SEWER EASEMENT B REC. NO. 8906150179 24.0' \ \ -9n' 24.9'-- :: r Q 27.1' -I-- _ � 1 27.8' '"��-021.1' 1 A (o BLDG. A AREA. 10,200 SQ. FT. N 12/p'ARKlNc/SP l A`�eS ,l 12 l pA� 0 LEGAL DESCRIPTION: UNITS 11 THROUGH 18, INCLUSIVE, 21 THROUGH 28, INCLUSIVE, 31 THROUGH 38, INCLUSIVE, 41 THROUGH 48, INCLUSIVE, BUILDING A; UNITS 11 THROUGH 18, INCLUSIVE, 21 THROUGH 28, INCLUSIVE, 31 THROUGH 38. INCLUSIVE, 41 THROUGH 48, INCLUSIVE, BUILDING B; ALL IN SUNPOINTE, A CONDOMINIUM, SURVEY MAP AND PLANS RECORDED IN VOLUME 64 OF CONDOMINIUMS, PAGE 75 THROUGH 85. INCLUSIVE; CONDOMINIUM DECLARATION RECORDED UNDER RECORDING NUMBER(S) 8307200970, !N KING COUNTf, WASHINGTON. TOGETHER WITH PARKING SPACES 28 THROUGH 50, INCLUSIVE, 56 THROUGH 60, INCLUSIVE, 69 THROUGH 104, INCLUSIVE (LIMITED COMMON ELEMENTS) n . I"''•. �✓ 4 ;3 ' :OMB `. � I =20.00 ® L=28.68' Q=82*10'00" CH=26.29' CHB=S51'27'09"E 1 1 � \ \1 \1 \1 \\ O l CONCRETE / PLASTIC WALK 1 1 470 pq FENCE Isp', PROPOSED CARPORT R -330 00 c 2 0 Z 22.9' PLAY L==194.47' AREA Q=3.3'45'55" CH=191.67' / CHB=S27'39'11 "E / CONCRETE 142.06 SPNP0 DRj WALK BBQ & FOUND REBAR/CAP 2.1' Ic PICNIC v� AREA (BENT) 0.1' W. 93.8/ NE 10 BASIS OF BEARING: SOUTH LINE OF THE SOUTHWEST 1 /4 SEC. 18, TM. 23 N, R. 5 E. PER DEED REC. NO. 8709171255 SURVEY NOTES: SUBJECT PROPERTY SIZE: 145,184 SQ. FT., 3.33 ACRES PARKING STALLS: 4 HANDICAPPED 119 REGULAR TOTAL STALLS = 123 CURRENT ZONING: RM BUILDING SET -BACKS: FRAONT YARD = 20' BACK YARD = 15' SIDE YARD = MIN. 5' OR 10% OF LOT WIDTH, WHICH EVER IS GREATER. MAX = 12' FLOOD ZONE "X" = AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN PER FLOOD INSURNACE RATE MAP - MAP NUMBER 53033CO976F DATED: MAY 16, 1995 15' STORM SEWER EASEMENT B REC. NO. 8906150179 LEGEND 92 GAS METER III GAS VALVE o- POWER POLE F- GUY ANCHOR CAE POWER VAULT 13 STORM CATCH BASIN @ STORM DRAINAGE MANHOLE YARD DRAIN °- SIGN xi YARD LIGHT 0 SANITARY SEWER MANHOLE @ MONUMENT IN CASE (AS NOTED) V REBAR/CAP (AS NOTED) a 0 a 0 u uj Ln V) N O Q Z 3 0 w o u 0 a 0 � a m a 00 0 00 0 I 0 L0 (V I `n 0 �n r m 0 Y _ U m 7) � o a o 0 00 Z o .0 I\ N -¢ STREET LIGHT o0 to Z ® LIGHT BOX �y �� N W0014- T o TELEPHONE RISER W a') 0) Q Z 5s Q a TELEPHONE VAULT m o Tr ❑ TV RISER W (D L •c j o Q FIRE HYDRANT a CO Ln p cV a � FIRE CONNECTION U � � C ,Z o U 10 IRRIGATION METER O N ® WATER METER U M WATER VALVE 3 oocxoo ROCKERY 01 NOTES 1. INSTRUMENTATION FOR THIS SURVEY WAS A 5 SECOND THEODOLITE AND AN ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSI=, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. 2. THE UPDATED INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON 5-13-2000, AND SHOWS THE GENERAL CONDITION EXISTING AT THAT TIME. GRAPHIC SCALE JO 0 iS 30 w IN FEET 1 inch = 30 fL CO ,w Z D cn w F ZWN� z O Z 00 ��iCo �> a a. O CL � JO o v�3000 wu. Z wop�n w o(4N Lo Co z < 0) a:�� O a /L m CL Z a Wa o13 SHEET 1 of 1 JUU No. yJbl S>A-9�-/a`7- FOUND SURFACE MON IN CASE 4x4� UP 1.3' 15' SANITARY SEWER EASEMENT f4 REC. NO. 8906150179 10' SANITARY SEWEF EASEMENT REC. NO. 9012071240 Board Fence Comer 0.3' W. - 0.5' S. of\ Found 1/2" R/C Property Comer TC&A 9634/10856 7 ' N '27 5� 1 �E Board Fence Set 1/2" IR/Ca orner 0.5' W. LS 281C & 0. 6' S. of Property Corner % h Found 1/2" R/C---- LS 14490 Found 1/2" Reb/No cape Found 112" R/C j TC&D 9634/10856 \ NOTES: (S.(s. R. # 2 1 FOUNDMONUMENT JR /// IN CASE VISITED A. THE LEGAL DESCRIPTION FOR THE WATERLINE R. �) T� j�T T T �%� 3/98 —�"-- EASEMENT BEGINNING AT POINT "C" IS CALLED / S• . SUNSET BLVD. � . CUT AS A NORTHWESTERLY BEARING. THE S. T� _ — —7 WATERLINE OCCUPATION HEADS NORTHEASTERLY NOTES: ROCK &MORTAR SIGN R � 149239 FROM SAID POINT "C". VSE�' BL V— B. THE LEGAL DESCRIPTION C. BUILDING 7-1 ENCROACHES INTO " Found 1/2" R/C �• FOR THIS STORM SEWER SANITARY SEWER EASEMENT T_ A — O'55�2e "AVALON GREENBRIAR L - 102.55' 19 70 W EASEMENT CALLS OUT A RECORDING NO. 8908150179 AS Set PK/Tag Found 1" IP/No Cap R — 148239 XURY APARTMENTS" Unrea / 50' 12" Cedar LS 14490 L - 23.89' DISTANCE THAT DOESN'T FOLLOWS: NW BLDG COR 1.9' NE Found 1/2" Reb/No cap � � 110'S5'38' 18 / N REACH ACROSS THE BLDG CDR 1.1' Bent to West — R 9.25` QD IN OCCUPIED STORM LINE. THE 127.73' '260.80, W L — W8 08' A 64'17'58' L 15O239' Found IR/Cap LOCATION OF THE EASEMENT � N 88'2 36 E m.5' � � - �•52' LS 14490 SHOWN IS OVER THE 75' G t 2 L - 33.67' Z— — 0' PO �, ENT C. NO. OCCUPIED STORM LINE `cqS M rER��N ( �� o & / BLOCK _ 8906150179 OSSIBLE ADDITIONAL OF 8' OF ONO. eNr F HEAT j �£ S 17 00 "'PONE VACATED ALLEY RENTON VAC. 8g06 6 R W oo k O o0�00 810910p332 &' 1 21-70 ' SEE NOTE B 5.7' ORDINMCE 4006 / \ ��0000 Found IR/CapS0�29 C� c�° i �� } PU ®—j f / ® LS 14490 h lb ::: POSSIBLE FENCE / P as ry TPOB PARCELII •� c' ' F+, ENCROACHMENT 14 PLAT 0 EARLINGTO4� HEAT Q GN w ^� k . PUMP �a 3 COURT / �i / BLOCK P6 °6.5xta d '1 VOL. 14 PAGE 7 ` '� C/ (� k Fv / 9 / °Ord F� 6.0' Nail in 13 / / b p 2 N z 7PLAT OF EARLING ON / / e c e.5uu `� 9 , p � O T 2 Found IR/Cap r �v 'Q / VOL. 14 PAGE 7 d 8 \ �` Washe / BLOCK m- H�1 LS 14-490 tQ SIGN w/ = 1 x / 3 12 12 / 1 ucTs — 370.00 ® / / 4 t x�kv ROAD UTILJTY 10• PO 11 / /3.64 .r EN FOR CITY / / 6OF 5 pNON / / •� °x 1 4 850 NTON REC. NO. / 7 NO• 10 2 /�\ / / 2 16 _ I s` ems` / \ 811217 / / / / �� s 5 8 / - 4 / 15 / � %\1/ ` / qRP Rj `\ 1 Rasy ` \ \ \ \/ /� y g' .�5� Q ° P Found 1�2" R/C .a � / �_\ s''a / : c , / i34� _ g / `. �f� \ \ wn o��// r ° --. c / LS 144% - / c,.,,..4 i /,)" Doti /kI r, . ARE4 1' sp \ �'V N-UNK FENCE '/ 7�—�Fo LSund 144902n R/C 50' \ \I N� / r �j \ \� 0 3 15' STORM SEWER / \ 1V � � � � EASEMENT B REC. NO. ` ro 8906150179 1� v Co LEGEND �' 1\l cl GAS METER OLYMPIC PIPEIJNE s'061 ® 20' WEST, 15' EAST `o I1� GAS VALVE \ UNRECORDED �9 \ Found 1/2" R/C -<DPOWER POLE LS 14490 \ \ TPOB PARCEL II E— GUY ANCHOR \ © POWER VAULT ❑ STORM CATCH BASIN N;�729 0 STORM DRAINAGE MANHOLE 1?"W ® YARD DRAIN \ SIGNrj \ YARD LIGHT MAILBOX 0 DECIDUOUS TREE = UNKNOWN VAULT O SANITARY SEWER MANHOLE ® MONUMENT IN CASE (AS NOTED) o REBAR/CAP (AS NOTED) M� STREET LIGHT LiGH T BOX T 0 TELEPHONE RISER Ta TELEPHONE VAULT Tv❑ TV RISER -6- FIRE HYDRANT JQ FIRE PLUG Plvo POST INDICATOR VALVE E IRRIGATION METER E2 WATER METER X WATER VALVE ROCKERY - --w- -- WATER LINE - - -SD- - - STORM DRAINAGE LINE - - -SS- - - SANITARY SEWER LINE - - - P - - - POWER LINE - - - P/T - - POWER/TELEPHONE LINE - - -FS- - - FIRE SPRINKLER LINE - - -DL- - -FIRE DRY LINE - - - G - - - GAS LINE — x x — FENCE — o O — CHAINLINK FENCE POINT OF EGRESS AND INGRESS GRAPHIC SCALE 0 25 50 ( IN FEET ) 1 inch = 50 ft. BASIS OF BEARING: SOUTH LINE OF THE SOUTHWEST 1 /4 SEC. 18, TWN. 23 N , R. 5 E. PER DEED REC NO. 87C971255 BUILDING 3 (1) 6,061 sq.ft. ea. floor x 3 stories = 18,183 s ft. WOOD FRAME CONSTRUCTION 18 UNITS 219.87 sq.ft. 216.77 sq.ft. BUILDING EXTERIOR 59.88 sq.ft. BUILDING 6 (1) 1,585 sq.ft. ea. floor x 3 stories = 4,755 sq. ft. WOOD FRAM1= CONSTRUCTION 5 UNITS S 89 BUILDING 7 (1) L-- 1,582 sq.ft. ea. floor x 3 stories = 4,746 sq. ft. WOOD FRAME CONSTRUCTION 5 UNITS vlJl Itu J/yt5 R — 270.00 L - 174.36' 2 ?C' 1 BLOCK i 10 = Set /2" 8', 1 • N 8079 � E _ 50'2$ 28 rg W �9 06 S • Found 1/2" / N 182 39 E Reb/No Cap_,,_\7/ / ... \ A - 59'50'14" R 330330�.00 L - 344.64' FOUND MONUMENT I EASEMENT F REC. NO. cu - 'Co to - IN CASE 8906150179 R - 270.00 VISITED 3/98 L — 126.43' SURVEY NOTES: IN CASE VISITED 3/98 SUBJECT PROPERTY SIZE: 770,466 SQ.FT 17.69 ACRES PARKING STALLS: 14 HANDICAPPED _. 137__COMPACT 448 REGULAR TOTAL STALLS=599 BUILDING W REC 1,927 sq.ft. ea. floor FLOOD ZONE "X" = AREAS DETERMINED TO BE OUTSIDE THE 5004�LOQ-MENT x 2 stories = 3,854 sq. ft. FLOODPLAIN PER FLOOD INSURANCE RATE MAP — MAP NUMBER r.ITV OF RE WOOD FRAME CONSTRUCTION 53033CO976F DATED: MAY 16, 1995 2 MAY TOTAL SO. FT. OF ALL BUILDINGS, ALL FLOORS Q�CE) RE = 428,811 SQ. FT. TOTAL SQ. FT. OF ALL BUILDING FOOTPRINTS = 113,844 SO. FT. :v~Q� O N w Uj � o O � o Q z w � � L Q m z O Q w O U Q J H U � � w � o k_ z N J � M CD J >: CD [I Li m Ckf r_ LJ Q Co Co M CS) Cn o a) CT) 0) CD CN CN i 00 a, o •� } M 0 Y T U m 7 -j 7 Q 7 a- a- Cl- 00 Lj 0 Z 0 s� N CN Z o00 ro Z�^ Ln 0.; C: N Z mE< 0 W W L0 0 0 0 E-a Of n °° R, I 0- w N U �� C L0 U CN c F- Z Z Uj O ♦R U zo N CC v cn U N Co - �< f_ z z Co of ///�^ 3,Co UJ 0 a ZN >� Z � O 5 vLj Qnp Q� �— C_ Q w O M ly- Z J Cr Q Co C) z > Q U - CC SHEET 1 of 1 JOB No. 98089 FINISH GRADE 1/2" BELOW FIN15H SURFACE TOOLED CONCRETE EDGE — BROOM FINISHED CONCRETE 3' (MEDIUM TEXTURE) r— 4'' CONCRETE SLAB ., 4. ��.ti -�• �Lw III 1111111111111;,I WELDED WIRE MESH (&" xro")_ 5/8" MINUS CRUSHED ROCK — (COMPACTED 100%) SUB -BASE (COMPACTED 95% L BROOM FINISHED CONCRETE DETAIL NO SCALE NOTE: RETAINING WALL TO BE APPROVED BY CIVIL ENG, AND/OR GEO, TECH ENG, BUTYL TAPE RETAINING WALL---- P15A II 11ODULAR BLOCK CURB COMPACTED EARTH - (COMPACTED IOOio) MONUMENT/ SIGN,4GE -TO BE DONE BY OTHERS, COPING 2. RETAINING WALL DETAIL NO SCALE TOOLED CONCRETE CONTROL JOINT W/ (0" SMOOTHE EDGE. SEE PLAN FOR LOCATIONS R = 3'' T 34' /i A 11 TI-1IA-COL EXPANSION JOINT W/ 04 BAR SMOOTH 12" 24" c.c. GREASE ONE END SEE PLAN W/ (o" SMOOTH EDGE - 4" CONCRETE SLAB- JTS Q LOC, PER PLAN BROOM FIN 15NED CONCRETE, MEDIUM TEXTURE 1 Pj a 4 p X .v 3' o x 24'' CONC. P05T FOOTING W/ 1 1/2'' I.D. SLEEVE GALV, TYP. SECURE 4 SEAL POST / SLEEVE 3. HANNDRA.IL DETAIL NO SCE -.LE r Di L2.0 3" TOOLED CONCRETE EDGE BROOM 1=WISHED CONCRETE (MIEDIUMI TEXTURE) 4'' CONCRETE SLAB �r 'i '00 am BUILDING / FOUNTAIN THIA-COL EXPANSION JOINT W/ TOOLED CONCRETE EDGE. TO BE LOCATED BUILDINGS, FOUNTAINS, SEAT WALLS 4 POOL COPING, WELDED WIRE MESH (6 "X�o ") 4" - 5/8" MINUS CRUSHED ROCK (COMPACTED 100%) SUB -BASE (COMPACTED c35io) 1 1/2'' ROUND GALV. STEEL HANDRAIL. ALL JOINERY TO BE FILLET BRAZE GRIND JOINT SMOOTH, POWDER COAT WPITE, RAIL SHALL BE FREE OF BURS, SLIVERS, GOUGES IRREGULARITIES. BROOMIED F'N15HIED CONCRETE MEDIUM TEXTURE PERPENDICUL,4R TO DIRECTION OF TRAVEL T4,4-COL EXPANSION JOINT 1*4 BAR 24'' c.c. W/ '*4 BAR 5M100TH 12" NOTE: SEE PLAN FOR 2411 o.c. GcRE,45E ONE END SLOPE DATA SEE PLAN UJ/ (o" 6t-100TH EDGE v. v .e. d x . e v 4 x' jjomjj _� 11I III III III ilk I !I III III WELDED WIRE MlESH (ro" x(o") - 5/8" M11NU5 CRUSHED ROCK (COMPACTED 100%) - SUB -BASE (COMPACTED eE i%) - TH14-COL EXPANSION JOINT LJ/ TOOLED CONGRETE EDGE. TO BE LOCATED BUfi? DINGS 4 PLANTER/ RETAINING UJALLS. T p . v set •i�v ; ,��`�► 4 THON AS RENGSTORF AN!) ASSOCIATES LAN:)SCAPE ARCHITECTURE ,SITE PLANNING URBAN DESIGN SUITE 444,911 W STERN AVE., SEATIU, WA 98141 PHONE: (20.) 682-7562 FAX: (206) 682-4721 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 4V. E GSTORF kRTIFI _ NO. 298 PROJECT TITLE AVALON GREENBRIAR RENfON, WA SHEET TITLE LEASE BUILDING CONSTRUCTION DETAILS 64■ No. DATE REVISION BY A ^N DATE JULY, 1999 DESIGNED FJ DRAWN FJ CHECKED TR SCALE NOSCALE TRA No. 9822 CAD FILE 982203 PROJECT AVALON OREENERIAR SHEET No. 4. CONCRETE RAMP DET4 NO SCALE CONTRUCTION DETAILS NO SCALE L2101 I 0 r 0 r TRIPLE 3' CLAPBOARD PRARIE SAND 3 1/2' CORNER POST, TYP 5 1/2" LINEAL TRIM 0 WINDOW HEAD, TYP 3' LINEAL TRIM 0 SIDES & BASE, TYP NEW ALUMINUM GUTTERS & DOWNSPOUTS- WHITE ENAMEL SOFFIT (E) 4 PIECE CORNER W/ ,b 5' LINEALS & 1/4 ROUND DOUBLE 5' VERTICAL BARN RED NEW RIDGE b 12 4 SC�NEW ALUMINUM GUTTERS A5.1 + WHITE ENAMEL •.- TOP PLATE NEW GABLE END VENT PAINT WHITE TRIPLE 3' CLAPBOARD ................... PRARIE SAND....... ..................... == = NEW COATED ALUMINUM FASCIA WRAP, TYP 5 1/2" LINEAL TRIM W/ CROWN MOLDING 0 WINDOW HEAD 3" LINEAL TRIM ® ....... oil 110m INUM ll [LAM � _ ■ H■■■■ �I ONE ■�No, ' — ............. ;-__......................................................._........................._....................... 1...., .................... _._. ..................__.......- _._... TRIPLE 3" ClAPB0AR0 PRARIE SAND 1 I 3 1/2' CORNER POST `p TYP. 0 COLUMNS T.O. WALL BASE b, CULTURED STONE BASE N PER AX-X T.O. (E) FIN FLR SEE LANDSCAPE DRAWINGS FOR STAIRS & PLANTER 0 PORCH rpm ........................ �• - EXISTING BOOR LEVEL — — — -- — — — — — — — — — — — — — — — — — — — — — — — — 3 5 11427 LINEAL TRIM W/ CROWN MOLDING 0 WINDOW HEAD 5.1 SIM 3" LINEAL TRIM 0 SIDES & BASE, TYP 1 Renovation - East Elevation SCALE: 1/4" = 1'-0" REMOVE & SALVAGE EXISTING WINDOWS, TYP (4) DEMO EXISTING STAIR AND HANDRAIL ULMULIJM UIW INU DECK CONSTRUCTION DEMOLISH EXISTING WALLS BELOW DECK � Demolition - East Elevation A2.1 SCALE: 1 /4" = 1'-0" LOA .................. ..................... 5 1/2' LINEAL TRIM W CROWN :::.:I .: / . ---------------------------------------------:....... .... MOLDING 0 WINDOW HEAD .................. ............................... 3" LINEAL TRIM ®.................................................................................................................................. SIDES & BASE TYP ....:::: .:.:: .::::::t: p ::::::::::::::::::::............... ::::::::::.....::'.—............................ .............. ......................................::::::::::::::::::::::::::::::::::::::: ::............................................._.....---"--.------........ ..._......._--------....................... ON Weoil I- ----- ------- -------- ------ OX. GRADE 0 STREET CRAWLSPACE FOUNDATION LINE �t" 0co ` N FOR o, V) rn u N.�2 U L 0 0 9r[7 N a N Z 0 o o N TITLE: ELEVATIONS SCALE: DATE: 08 13/99 DWN BY: DJW JOB NO: 99-05 REVISIONS ! m L N A s"s o a i o t e s 2208 NW Wrket Street, Suite 407 a Seattle, Washington 98107 4; Tel: 206 782 8208 Fax: 206 782 7818 �x OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX.— 425. 576 8447 ra EMAIL— sdoughty®avolonboy.com 6611 REGISTERED ARCHITECT p. 3 . W. SCOTr CLARK STATE OF WA.SHINGTON SHEET NO: A281 FLEXIBLE J-TRIM NEW COATED ALUMINUM FASCIA WRAP, TYP NEW ALUMINUM GUTTERS WHITE ENAMEL 4 PIECE CORNER W/ 5" LINEALS & QUARTER ROUND TRIPLE 3' CLAPBOARD PRAIRIE SAND EXIST FOUNDATION TRIPLE 3' CLAPBOARD nnAnir nAkir, Renovation - North Elevation SCALE: 1 /4" = 1'-0" 5 1/2" LINEAL TRI 0 WINDOW HD 3" LINEAL TRIG; SIDES & BASE, TY 4 PIECE CORNER W 5" LINEALS QUARTER ROUN DOUBLE 5" VERTV BARN RE NEW COATED ALUMINU FASCIA WRAP, TY NEW ALUMINUM GUTTEF WHITE ENAME TRIPLE 3" CLAPBO,AF PRAIRIE SAN 3 1/2" CORNER POD TYP. 0 COLUMN CULTURED STONE BA-c PER AX- 5 1/2" LINEAL TRIM W/ CROW MOLDING 0 WINDOW HEA 3" LINEAL TRIM SIDES & BASF TI TRIPLE 3' CLAPBOARD DDADIC CAkin Renovation - South Elevation A2. SCALE; 1 /4" = 1'-0" Demolition - South Elevation SCALE: 1 /4" = 1'-0" DEMOLISH EXISTING DECK CONSTRUCTION, STAIR & HANDRAILS, AND WALLS BELOW DECK OFFIT ,0. NEW RIDGE EW TOP PLATE .0. WALL BASE b� t N .0. (E) FIN FLR /AGE >, TYP (4) ►A Coco N •I Cy o 0 R � u � u s 0 0 N co 0>qq a��QQ � O p CV 1.J �V) TITLE: ELEVATIONS SCALE: 1/4" = 1'-0" DATE: 08/13/99 DWN BY: DJW JOB NO: 99-05 REVISIONS �� I' \ ►� A. ' s o c i s ; e s 2208 NW Oorket StroGt, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fa>c 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX.— 425. 576 8447 EMAIL— sdoughty0ovalonboy.com 6611 REGISTERED ARCHITECT J W. SCOIT CLARK STATE OF WASHINGTON 71 or. ��:. is :a Ci`i``� -C;F �' SHEET NO: GG311' A2v 2 I s6-9g'a:7 TRIPLE 3" CLAPBOARD PRAIRIE SAND 3 1 /2" CORNER POST, TYP NEW COATED ALUMINUM FASCIA WRAP, TYP 5 1/2" LINEAL TRIM 0 WINDOW HEAD, TYP 3" LINEAL TRIM 0 SIDES & BASE, TYP EXIST ROOF ::::-::• .... EXIST F.F. ............... .................... ___ ...... ----------------------------------------- .......................................... ........ ............ ... ........... I ................ _ ........ ................................... .. . . . ..................... ... I ............... .......... ......... ........................ - ..... ............... ................ ............................. ................... ................... (D ------------------------ E "'Moll -------- - ------------- ...................... ::::::::::::::::::::.:..:...::: ..._------------------ --......... .................................................................... ............................. -. I................... . ........ ................ __ ....... DEMOLISH EXISTING ROOF & WALL STRUCTURE ----------------- .......... .................... ..................... ........... .... .. .. . * ....... .. ..... .......... *"***'*"* ..... . * .... . . . . ........... .... ......... .............. ... . SERVICE GATE DOUBLE 5" VERTICAL / ...........I ........ _.....--- •---•---------------- : a> I I BLEND W1 WALL BARN RED ........................................................................................ CRAWLSPACE CRAWLSPACE— ::. 7. ::::::: ... ..........................._......................................................... —EXISTING — — — — — �— — — — — ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TRIPLE 3 CLAPBOARD PRAIRIE SAND f::::::. �:.-::: r;:a t..., ::::::::::::::::::::::::_::::::::::::. ::::::::::::......::::::......:............::::...................................... W b REMOVE AND SALVAGE I ............................ ....... ................--------------... . f ........... "'; ..................... .....:::......::::......:::::::::::::::::::::_: �:_ �:::: � ::::: ,i EXISTING WINDOWS, TYP 0 ... .. . .w::::::w ::::::_� _............. - - ._-------. -----------------..... + FOUNDATION LINE ..•••••• ' H ......•....•.....-.....i _ N , , i .. EXIST F.F. EXISTING FLOOR LEVEL .................. TRIPLE 3" CLAPBOARD PRARIE SAND 0 BOTH SIDES OF SHED Demolition & Renovation - West Elevation. SCALE: 1 /4" = 1'-0" D1 4'-0" R.O. DH3260 DH3260 o MARKS NEW TWIN DOUBLE—HUt;G WINDOW. TYPE A SHF3232 o lbo REMARKS: NEW CUSTOM FIXED WINDOW IN EXISTING R.O. DH4460 R M K: NEW DOUBLE CASEMENT T4818 T4818 wd 'eREMARKS NEW WINDOW SYSTEM FORMED OF (2) TYPE D1 TRAMSOM o WINDOW W/ STRUCTURAL MULLION FORMED OF (2) TYPE h1 N IN EXISTING R.O. W/ STRUCTURAL MULLION OVER W/ STRUCTURAL MULLION ! o (2) TYPE D2 DOUBLE -HUNG GLAZING CALC AREA: o AND (1) TYPE D3 FIXED 2'-8" R.O. TYPE B = 4.08 SF GLAZING CALC AREA: Q: W/ STRUCTURAL MULLIONS GLAZING CALC AREA: TYPE C = 12.84 SF I TYPE Al = 8,59 SF (X gO LL 5'-0' R.O. 2'-8" R.0 TYPE A = 17.18 SF O DH2460 XTF4860 DH2460 GLAZING CALC AREA: TYPE D1 = 5.89 SF (X2) Al 2'-0" 4'-0" R.O. 2'-0" TYPE D2 _ 5.76 SF X2 TYPE D3 = 16.77 SF 5'-4" R.O. L R.O. R.O. D2 D3 D2 TYPE D = 40.07 SF O8'-0" R.O. TDH6460 O DFD9660 XM212 RF REMARKS: S: T�1 NEW TRANSOM WONDO'7 o r NRIXED WINDOW IN EXISTING R.O. EXISTINKG�3'-0"X 6'-0" SKYLIGHT - i) EXISTIgN�G 3'-0" CIRCULAR WINDOW GLAZING CALC AREA: 6'-0" R.O. TYPE E = 3.52 SF ,CD GLAZING CALC AREA: GLAZING CALC AREA: TYPE I = 18.00 SF GLAZING TYPE CALC AREA: J = 7.07 SF Ou; E TYPE F = 9.06 SF (E) 2'— R. O O (E) T Window Types SCALE: 1 /4" = 1 '-0" EXIST SOFFIT b i T.O. NEW ROOF NEW ALUMINUM GUTTERS WHITE ENAMEL Lo NEW TOP PLATE ,i .r TRPLE 3" CLAPBOARD co ' PRAIRIE SAND 3 1/2" CORNER POST TYP. 0 COLUMNS T.O. WALL BASE CULTURED STONE BASE 'bp PER AX-X Z, T.O. I FIN FLR Gi-i Y �. Au o l0E , , ti O w y 0 N w N O- 5 O MalN c ki Q N 3 .co z a� CT) F2 TITLE: ELEVATIONS SCALE: 1 /4" = 1 '-0" DATE: 08 13/99 DWN BY: DJW JOB NO: 99-05 REVISIONS r. . Ir L th"11►`� ' L� A S a c i 0 2208 NW �Aarket Street, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fax. 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX. — 425. 576 8447 EMAIL— sdoughty0ovolonboy.com 6611 TARCHITECT ED V W. SCOTT CLARK STATE OF WASHINGTON SHEET NO: A2w I 0 0 r LEGEND EXISTING WALL TO REMAIN AT OPEN DECK/ POOL AREA, DEMO AT POOL IN ENCLOSED AREA, DEMO PAVEMENT, SLAB, AND POOL ENTIRELY ALL PAVING, SLAB, AND POOL STRUCTURE EXISTING WALL TO BE DEMOLISHED TO ACCOMODATE LANDSCAPING ELEMENTS TO 18" BELOW EXIST FIN. SLAB ELEV 40 NEW FILL SHALL BE LOWER PORTIONS OF POOL WALLS AND PER STRUCTURAL NOTES POOL SLAB TO REMAIN. NEW FILL SHALL BE PER STRUCTURAL NOTES. Di �/ / / /,� ; ♦ /` ( ELECTRICAL PANELS ! /J / i' /' ,'' : ` % :' i", ♦' % /' /' % i ; , ' rr / %/ / I TO REMAIN II(�.'% r% ♦,///r�i` %%' .ri,j/ ♦f/ �' /jf,:r %'',,%'� y��1II -•.�iIIIIIL'---- -i J •, , :' �.. — —f D./2 r—' —/ ... — '-' : -� -./•!..- ! -•-=,,II/ IIIII,'`'� r' JI1 ,/iI /ce%`' ,! , ,, i,�'LI �'J-1I!��/'- .:`' —iIIc / —''I—l:%-D';` 7�'' ? I♦/'♦+l'lli1tIi ,:� .—/r.�III/ '1—\/ /.I�. -' �I ,=/_—6, _i' •.. _�J.r�r; .T_'�T—' -T�..�-= . -.•!� —� ;../. ' — /—� ,—'—%/== ; 1I�I J E TCPANELS I ELSEBAN— RELOCATED HVAC EQUIPMENT ----------. TO BE REMOVED 0 —.— - — — — — — — — DEMOLISH - EXIS -T COLUMN oo- D5 D4 64 4. - - - - - - - - - - - - - - 7---7—j- — =,- D8 D7 DJ -T•rIirr. 7'—I TI / 7 � I,'),j`'1 .•I � r ' ; : � '/ ' � %" � / �: %' , • %" •' ,: f' I.•' I :•'••i .�.1'� � I%'� I •'"I ;f' l r l : r • / / % ,' • � I I I �.`• `— '''• , ;. • . / / /' / / , ' I : �'� I I ,�'' ' I ; ' �I � 1 �" I ♦ I r T I' I � r i / % ! ; ' • l i l ♦ A1.2 Lower Level Demolition Plan SCALE: 1 /4" = 1 ' — 0" EXISTING POOL TO BE DEMOLISHED TO 18" BELOW GRADE. REMAINING PROTION OF POOL TO REMAIN. BACKFILL W/ COMPACTED FILL. CONCRETE SLAB/ PAVEMENT TO BE DEMOLISHED POOL E UIPMENT TO BE EMOVED 0 DEMOLITION NOTES S DEMOLISH PAVING AND CONCRETE SLAB D6 DEMOLISH EXISTING STAIR D1A DEMOLISH PAVING, SLAB, AND TOP PORTION OF POOL WALL TO 18" BELOW FIN. SLAB ELEV. 07 SALVAGE EXISTING WINDOW TO OWNER. D2 EXISTING POOL TO BE DEMOLISHED ENTIRELY. pg SALVAGE EXISTING DOORS AND FRAMES TO OWNER. D2A LOWER PORTION OF POOL WALLS AND POOL D81+ SALVAGE EXISTING ROLLING DOOR, TRACK, MOTOR, AND MISC. HARDWARE TO OWNER. SLAB TO REMAIN. FILL PER STRUCTURAL D3 DEMOLISH EXISTING FENCE D9 SALVAGE SINKS, VANITIES, TOILETS AND PLUMBING HARDWARE TO OWNER. 04 O DEMOLISH EXISTING FLOOR DRAINS, UNDERSLAB D10 O COORDINATE NEW R.O. W/ OPENING INDICATED IN DRAWING 2/A1.1 UNDERSLAB DRAIN LINES & UNDERSLAB DUCTWORK 81DEMOLISH POOL EQUIPMENT O11 DEMOLISH GYP FROM ALL WALL & CEILING SURFACES IN THIS ROOM, TYP. SALVAGE EXISTING SAUNA EQUIPMENT & CEDAR D12 LINING BENCHES TO OWNER. It II r— ______ I IuC L --:1 1 O D9 U DEMO/ CAP EXIST FLOOR DRAIN I ( 0per_ 10' rT---71 I O I /' 08 I I D9 11 8 I I I / \ 1 rf � D8 II II SALVAGE EXISTING GATE TO OWNER EXISTING CRAWL SPACE TO REMAIN '1w o N o v o IN m 0 w 01 IN C{ C O 0) N C u C2 .' n O CO CVV N co co L p d N .4 V„ TITLE: DEMO PLANS SCALE: 1 /4" = 1 '—O" DATE: OS 06 99 DWN BY: DJW JOB NO: 99-05 REVISIONS 54 *A IN A s ' s o c i a t e s 2208 NW Market Street, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fax 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX.— 425. 576 8447 EMAIL— sdoughty0ovalonboy.com 6611 REGISTERED ARCHITECT W. SCOU CLARK STATE OF WASHINGTON SHEET NO: A 1 ■ 2 0 G D7 III' D7 `III it III �" r D7 III` D7 r ,- IIIIL 4- - . / r � r `f T r i �—r , DEPOL GH EXISTING COUNTER D7 a7 0 f f. r II / / ,• ��r ,, � , ,�, � / f t f r tll ,r I I I I I I I p l I I I I I I I I ..' i. •� ,�' f!,' . �' .�' t f '` ; f f '� ; f/ _ — — — — I— — — CL LEGEND EXISTING WALL TO REMAIN — _ EXISTING WALL TO BE DEMOLISHED DEMOLITION NOTES 8 DEMOLISH EXISTING STAIR D2 DEMOLISH EXISTING DECK SHOWN THUS: DECK TO BE DEMOLISHED p2A DEMO EXISTING WOOD DECKING TO ROOF MEMBRANE SHOWN THUS: r ' D3 DEMOLISH EXISTING FIREPLACE, HEARTH, FIREPLACE SURROUND AND CHIMNEY ENCLOSURE EXISTING CHINEY ON ROOF TO REMAIN. Oil I! \ EXIST HANDRAIL pg TO REMAIN DOWN EXISTING OFFICE TO REGAIN EN D8 � D8 � I DEMOLISH EXISTING III I COUNTERS 04 DEMOLISH EXISTING ENTRY CANOPY & SUPPORTS D6 NOT USED D7 SALVAGE EXISTING WINDOW TO OWNER. D8 SALVAGE EXISTING DOORS AND FRAMES TO OWNER, D9 NOT USED 010 COORDINATE NEW R,O. W/ OPENING INDICATED IN DRAWING 2/A1.1 EXISTING OFFICE TO REMAIN 0 REMAIN , w N N , � m N co P pp N k N c a O a co 47 n TITLE: DEMO PLANS SCALE: 1/4" = 1'-0" DATE: 08/ 13/9 9 DWN BY: DJW JOB NO: 99-05 REVISIONS _ feL � ► \` A s's o c i a t +:z s 2208 NW Market Street, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fox 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX. — 425. 576 8447 EMAIL— sdoughty®ovolonboy.com 6611 REGISTEFZ['D ARCHITECT W. SCOTT CLARK STATE OF WASHINGTON SHEET NO: 6 1 Level = 1' -0" Demolition Plan Als; 3 sA -99 7-- — ,s GENERAL NOTES 1. DIMENSIONS ARE TO F.O. SHEATHING AT EXISTING EXTERIOR WALLS, F.O. FINISH AT EXISTING INTERIOR WALLS W/ FINISHES TO REMAIN, AND F.O. STUD AT ALL OTHER WALLS. VERIFY ALL EXISTING DIMENSIONS. 2. DIMENSIONS SHALL BE VERIFIED WHERE NOTED AS EXIST (E) 3. ALL EXTERIOR WALLS ARE SW1 UNLESS OTHERWISE NOTED (STRUCTURAL) LEGEND EXISTING WALL TO REMAIN NEW WALL CONSTRUCTION 1 HR FLOOR/ CEILING ASSEMBLY ABOVE NEW CONCRETE SLAB BEAM ABOVE LINE OF CEILING ABOVE 1 HR WALL CONSTRUCTION UL NO. U337 WOOD STUDS NOMINAL 20 IN. SPACED AT 16 IN ON CENTER, EFFECTIVELY CROSS BRACED AT MID -HEIGHT, AND FIRE STOPPED AT TOP AND BOTTOM. WALLBOARD GYPSUM 5/8 IN. THICK 4 FT. WIDE, APPLIED VERTICALLY. WALLBOARD ATTACHED TO STUDS AND BEARING PLATE W/ 1-3/4' IN. LONG GALV. NAILS W/ 0.128 IN. DIAM SHANK AND 7/16 IN. DIAMETER HEAD, SPACED 8 IN. O.C. JOINTS AND NAILHEADS EXPOSED OR COVERED W/ PAPER TAPE AND JOINT COMPOUND. FOR TAPERED ROUNDED EDGE WALLBOARD JOINTS COVERED WITH PAPER TAPE AND JOINT COMPUND. v A1.4 SCALE: 1 /4" = 1'-0" �� 0 O co co • I � `� 0 0 N dj 0 z rR TITLE: RENO. PLANS SCALE: 1/4" = 1'-0" DATE: 08/ 13/99 DWN BY: DJW JOB NO: 99-05 REVISIONS ram LOW aim mamm, A s ' s o c 2208 NW Morket Street, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fax: 206 782 7818 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX. — 425. 576 8447 EMAIL— sdoughty®avolonboy.com 4661 A1 FiEGISTEkET ARCHITECT P t s' W. SCOTT CIARK STATE OF WASHINGTON 4WAIM " SHEET N0: A 1 0 it 3R-99 /z7 NEW GUTT & DOWNSPO unu ni irrrn ..in nnuiun nni it Upper Level Renovation Plan SCALE: 1 /4" = 1 ' -0" GENERAL NOTES LEGEND 1. DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. VERIFY ALL EXISTING DIMENSIONS. 2. DIMENSIONS SHALL BE VERIFIED WHERE NOTED AS EXIST (E) 3. ALL EXTERIOR WALLS ARE SW1 UNLESS OTHERWISE NOTED (STRUCTURAL) EXISTING WALL TO REMAIN NEW WALL CONSTRUCTION NEW ROOF MEMBRANE SEE 5/6/7 A5.1 FOR CANT AND FLASHING DETAILS — — — — — — LINE OF CEILING ABOVE m � m 1 HR WALL CONSTRUCTION UL NO. U337 WOOD STUDS NOMINAL 2x4 IN. SPACED AT 16 IN ON CENTER, EFFECTIVELY CROSS BRACED AT MID —HEIGHT, AND FIRE STOPPED AT TOP AND BOTTOM. WALLBOARD GYPSUM 5/8 IN. THICK 4 FT. WIDE, APPLIED VERTICALLY, WALLBOARD ATTACHED TO STUDS AND BEARING PLATE W/ 1-3/4" IN. LONG GALV. NAILS W/ 0.128 IN. DIAM SHANK AND 7/16 IN. DIAMETER HEAD, SPACED 8 IN. O.C. JOINTS AND NAILHEADS EXPOSED OR COVERED W/ PAPER TAPE AND JOINT COMPOUND. FOR TAPERED ROUNDED EDGE WALLBOARD JOINTS COVERED WITH PAPER TAPE AND JOINT COMPUND. w N N a 0 O co � � N N CO MI 0 a � o rn u a a O� 0 w N > m � M 00 00 0 TITLE: RENO. PLANS SCALE: 1/4" = 1'-0" DATE: 083 13/99 D W N BY: DJW JOB NO: 99-05 REVISIONS `� rA s ' s 0 c i c: i f-) s 2208 NW Market Street, Suite 407 Seattle, Washington 98107 Tel: 206 782 8208 Fax 206 782 78'8 OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425. 576 2116 FX.— 425. 576 8447 EMAIL— sdoughty®avolonboy.com 6611 REGISTERED ARCHITECT W, SCOTT CLARK STATE OF WASHING70N so SHEET NO: A 1 a 5 ---------------- ------------------------- --------------- ------ ................ ---------------------- ------------- -------------------------- --------------------------------------------------- -------------------------- ---------------------------------------------- --------------------------- FTI- U - ---------- - ... ...... - --------------- ------------ :: ---------- ------------- ------------- ---- -------- -------------------- ------------------------- ------ -------------------- ........... ----------- 1----1-. ------ ---------- ------------------------- -- - --------------------- -------------- -------- ............... --: --- ----- -------- --------- --------------- oil I NZE MEN ME IS East Elevation West Elevation DEVELOPMENTCITY OF REN OP�ING � FFIVED � South Elevation �North Elevation A2.1 ,A2.1 m�N 10 o O X « !Rt C LD h 0 -2 00 N TITLE: ELEVATIONS SCALE: NTS j DATE: 08/ 13/99 DWN BY: DJW JOB NO: 99-05 REVISIONS I i i 5101 W.Am.11 'A N, 2208 NW Market Street, Suite 497 Seattle, Washington 98107 j Tel: 206 782 8208 Fax 206 782 7818 ' OWNER'S REPRESENTATIVE: STEVE DOUGHTY PROJECT MANAGER PH.— 425.576 2116 FX.— 425. 576 8447 EMAIL— sdoughty®avalonboy.com f i 0. S-CTT CLARK STATE Cie- `ds'ASHiINGTON SHEET NO:A201 I F 1 ga 1 24" o.c. tri sp 4" pot 24" o.c. tri sp 4" pot 24" o.c. tri sp FLANT SCHEE)ULE BOTANICAL NAME _4F,GE DECIDUOUS TREES Acer platanoides COMMON NAME Norway Maple ORNAMENTAL FLOWERINCz TREE Cercidiphyllum japoricum Katsura Tree DECIDUOUS ACCENT TREES Betula jaccjuemonti i EVERGREEN TREE Thuja plicata Jacpuemortii Birch SIZE 4 DESCRIPTION 2" cal.± 545± Full ± Matched± Street Tree Qua 1 ity 2" Cal. 545,1"iulti-trunk, Full 2" Cal. min., Multi -trunk, 545, Western Red Cedar &'-T min., B$B, not sheared St-IRUBs cs Corrus sto for fera Creek Dogwood 1 gc 1 cont. 18" ht. min. wp Berberis t. 'William Fern' William Fern Barberry 3 gal tort. 15" ht. min. F'J Fieris japorica Japanese 4rdromsda 3 gal tort 18" ht ® Spiraea ripporica tosaensis Srowmourd Spiraea 3 gai tort. full. 'Srowmourd sa Symphcr ca rpos a Iba 5rowberry 3 ea I. cont., 18"ht_ min. 0 Rhododendron 'FJM' FJM Rhododendron 5 gal, cont.24" ht. min. Q Rhododendron 'Unique' Unique Rhododendron 5 gal. cont.24" ht. min. 3� Rhod. 'Christmas Cheer' Christmas Cheer Rhod. 5 ca1. cort.24" ht. min. ® Rhod. 'Bow Bells' Bow Bell Rhod. 5 gal. cont.24" ht. min. Rhododendron 'Dora amateis' Dora Amateis Rhod. 5 gal. cort.24" ht. min. Na Nardira domestica 'Compacta' Neaverly Bamboo 5 gal, cont.24" ht. min. Osmarthus forturei Osmarthus 5 gal. cont.24" ht. min. ob Osmarea burkwood i i Osmarea 5 ca 1, cont.24" ht. min. ca Ca lama grostis a cut i fo I is Feather Reed Grass 5 ea 1. cont.24" ht. m in. '.5tricta' Bx Buxus m. j. 'Career Beauty' Career Bty. Boxwood 1 gal Cont. 12" ht. min. Hy NUdranoea macrophylla Bigleaf Nydrarciea 5 c.al. cort.24" ht. min. S;-+RUB MASSfNCa Cistus hybridus Rockrose 1 gal 30" o.c. tri sp Viburnum davidii Davidii Viburnum l gal 30" o.r_ tri sp Firus mugho Mugho Fire 1 ga 130" c.c. tri sp Frunus laurocerasus Otto Luyker Laurel 1 gal 3O" o.c. tri sp FERENNfAL MASSING -i- -�- Lavendula angustifofia �- Erg I ish I-lidcote Murstea d CaROUNDCOVER Erica ca rnea Springwood Fink' Vj Fragraria chiloersis Seeded grass Lavendar Nea ther Sand Strawberry e)(136TIt4cr t5u%o�plt"Vwr WNP 110NUMENT 4 FET,41NfNC� VERIFIED Bit' LANDSCAPE ARCI-1 ILANTING PLAN SCALE: 1"=10'-0" CK THOMAS RENGSTORF AND ASSOCIATES LANDSCAPE ARCHITECTURE SITE PLANNING URBAN DESIGN SUITE 444,911 WESTERN AVE., SEATTLE, WA 98104 PHONE: (206) 682-7562 FAX: (206) 682-4721 %<_11�nc? STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 4.:%owG 04P THOMAS V. RENGSTORF CERTIFICATE NO. 298 PROJECT TITLE AVALON GREENBRIAR RENTON, WA SHEET TITLE LEASE BUILDING PLANTING PLAN No. DATE REVISION BY A A 4 A A A A DATE JULY,1999 DESIGNED FJ DRAWN FJ CHECKED TR SCALE TRA No. 9822 CAD FILE 9822s40 PROJECT AVALON GREENBRIAR SHEET No. L 100 SHEET I OF 5 EXISTING APARTMENT BUILDING F( ✓ERT/�q` I -J \Jr\LL. i / i iS N N 923 0 Q 00 OD !A a C Q 04 6 00 � O S' N OD N MIMIC SCALE: 1/8" = 1'-0" DATE: 08/13/99 DWN BY: DJW JOB NO: 99-05 REVISIONS r-d JVAV "La F' M 400 A; W. � o CLAkK ASHINSTATE OFWGTONI999