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HomeMy WebLinkAboutLUA00-040 - large format SEC 8, TWh 23 N, RS E., W.M. INSTRUMENT: NIKON TOTAL STATION DTM—AIOLG ‘5 _SECONL’ INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES @« WAC 332-130—O07C€ Ri Ee Ets. 69 INV EL=: Ba . DATE OF SURVEY: JANUARY,2000 f 207. } CENTER LINE OF ABERDEEN AVENUE NE N OT°59'17" Ww a Ee BENCHMARK: CITY OF pclae moe #71, i 2 ay BRASS DISK SET IN CONCRETE MONUMENTT1.8' S AND INTERSECTION ABERDEEN AVENUE NE AND NE 12TH STREST ELEVATION = 284.63’ (86.76M) JE NE AB E R D E E N AV E LEGAL DESCRIPTION TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO ie PLAT TREREOF, RIM EL=212.15 IGTON; @Exsoui RECORDED IN VOLJME OF PLATS PAGE 38, IN KING COUNTY, WASHIN( 34 INV EL=202.19 EXCEPT THE NORTH 37.5 FEET THEREOF. caane ee reneeeeeeeeeeeeeeeeee cece eee erence arene ADJACENT BUILDING 256 DRIP LINE 40% SLOPE ®, 90’-0" FIRE TRUCK TURN—AROUND -1 9 6 Fe ) 40'6 DRIP LINE x2 %, | & ~ a || LAWN . r . \ ~S ~ ! _ / \ \ ; by \ y ‘ P , | neo Re Cee SD a aes ce WRN ac gra ia hy Te gD Be PEE U re A NG Sat oe eS ee a EE oe i ae Ee i age Suna ah ee , or ae : ple! “DRIVE (2p". WIDE) 88 et a oe eo ALTERED: ENTRANCE AT Feo SS es ‘ of : . 7 , a Th . he ; os . ™ m . ot . \ spite: eae ; be , APPEARANCE . FROM STR 4 - - : : rt - . oe “ I aan ~ . . | , . a es, % 4! oan oa, balls a" wl ay . ee, £ | ! == (|| i = ea Se | B =. ' Pe oe + sail ; / le z= =: A ¢é I&,, { a _ | \ | | | ! : | el 2! » = f | =! |, = J a = a —— — * ji ~~ } e . ® e le a! l | ) z ROCKERY @ t L., BASEMENT GRADE! |_| a / ISTING FENCE ¥ 8 : . ey ; ky 4'-0" 84'—-0" 40'-6" | 84'-0" ~ ~ ~ ~ / 5 ) ty 25'-0 Ss ee le o-——} me 28'-0" | ENTRY FEATURE & SIGN Jpn. 3-BEDROOM TOWN HOUSE, (8 TOTAL) 84'—0” a 38°— 1 * NATIVE EA \\ 359-7" \ BUILDING \ \ rl ADJACENT BUILDING yr | al SITE PLAN SCALE: 1"=30' GENERAL / SITE STATISTICS: YVELOPER: AT Mmeece. « 1444 UBC OCCUPANCIES: R-3 -TOWNHOUSES GO LAKE BELLEVUE, Eine ioo UV -GARAGES # SITE ELEMENTS BELLEVUE, WA 48005 Alt AMOR! AV eke AI UBC CONSTRUCTION: R-3 OCCUPANCY BUILDINGS ARE ({2-I/2) STORY TYPE V, NON-RATED i ee ed —_a RUIN Nee |-HOUR SEPARATION BETWEEN DWELLINGS. SITE AREA: 0.86 ACRES (@ 43560 SF. PER ACT 0.38 ACRES UNDISTURBED = 16516 ¢ 0.63 NET BUILDABLE ACRES = 2042 DEVELOPMENT DENSITY: 20 UNITS PER ACRE = 14.1 DWELLINE SA-CO- C40 Te AAP Liftew 1A IN tiem 28 8 a a a ‘a a <t x» ie ae © a8 & gf Bt & Q 3 = 8x < sg og i aR Se 8 EL E V A T I O N a re 28 4. 6 3 5 (8 6 . / 6 M ) . me , og Sl ! _ —_ \2 RS Z | 30 ’ | om S8 9 ° 5 1 ’ 0 0 " W 60 7 . 6 1 " Le 7 — al o ol i ee LL a a — <n a: N oO oe \ —_ — — _ — _ — — — _ TT | — - "x t ~ ~ ov $f as Tt \ -~ — = a g =| 8 — \ | 10 " M — Is a y : = ce a of D | eS ae 14 SE S is I2 iI lo ¥ 4g & x = oO : O SI - Z | 18 ° M 1} _e ] © - \ o> am t Y) & \S 12 ° M ‘4 fi G “L I L “L _ J —— _ ! ~— as & | Bo | 30 ° TT —- S8 9 ° 5 1 ' 0 0 " W 59 0 . 8 3 ’ 1 OW L- - - % * TH I S AR E A VI C I N I T Y OF CO N S T R U C 5 ! ! \ | NO CO N S T R U C T I O N TH I S AR E A ? \ | | NO T E : AL L TR E E S IN TH E VI C I N I T Y OF TR E E LE G E N D | | CO N S T R U C T I O N TO BE RE M O V E D . | | és 3 MA P L E | i ! @ AL D E R -- Tr e s . EV E R G R E E N \ — i j 1 | a] AP P L E | | | } 5 A- 0 0 - 0 4 0 : ! \ ] ABERDEEN AVENUE NE ABERDEEN PARK TOWN HOMES A CONDOMINIUM SITUATE IN THE SW 17/4, NE 1/4, SEC. & 7. 23 N., R. 5 E., W.M., C/TY OF RENTON, KING COUNTY, WASHINGTON JURAT SHEET LEGAL DESCRIPTION LAND IN CONDOMINIUM: PER TICOR TITLE INSURANCE COMPANY, COMMITMENT FOR TITLE INSURANCE NO. 6363964—1 DATED DECEMBER 23, 2006 AT 8:00 AM AND SECOND REPORT, DATED MAY 2, 2006, AT 8:00 AM. TRACT 11, HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 34 OF PLATS, PAGE 38, IN KING COUNTY, WASHINGTON, EXCEPT THE NORTH 37.5 FEET THEREOF. DEDICATION |, THE UNDERSIGNED OWNER OR OWNERS OF THE INTEREST IN THE REAL PROPERTY DESCRIBED HEREIN, HEREBY DECLARE THIS SURVEY MAP AND PLANS AND DEDICATE THE SAME SOLELY TO MEET THE REQUIREMENTS OF THE WASHINGTON CONDOMINIUM ACT, RCW 64.34, ET. SEQ. AND NOT FOR ANY PUBLIC PURPOSE. THIS SURVEY MAP AND PLANS AND ANY PORTION THEREOF ARE RESTRICTED BY LAW_ANOD 6 RA Yio FOR ABERDEEN PARK TOWN HOMES, A CONDOMINIUM RECORDED UNDER KING COUNTY RECORDING NO._? 0060 é {3473 / FURTHER CERTIFY THAT ALL STRUCTURAL COMPONENTS AND MECHANICAL SYSTEMS OF ALL BUILDINGS CONTAINING OR COMPRISING UMTS HEREBY CREATED ARE SUBSTANTIALLY COMPLETED. DECLARANT: 917 ABERDEEN LLC, A WASH N LIMITED LIABILITY COMPANY oDoechal / ACKNOWLEDGMENT STATE OF WASHINGTON) DSS. COUNTY OF Kymk ) / CERTIFY THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT Flehael R. Sarvelis THE PERSON WHO APPEARED BEFORE ME, AND SA/D PERSON ACKNOWLEDGED THAT SAID PERSON SIGNED THIS INSTRUMENT, ON OATH STATED THA? SAID PERSON WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED /T AS THE OF 917 ABERDEEN LLC, A WASHINGTON LIMITED LIABILITY CO. TO BE A FREE AND VOLUNTARY ACT OF SUCH COMPANY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. oarco: G2 +/ o¢ oa Y\___— 7 (SIGNATURE OF NOTARY) STUART W. Cafson (LEGIBLY PRINT OR STAMP NAME OF NOTARY) STUART W. CARSON STATE OF WASHINGTON NOTARY PUBLIC ie AND FOR THE STATE OF WASHINGTON, NOTARY PUBLIC RESIDING AT ___59 70 tia @ 000;S lg MY COMMISSION EXPIRES 3/29/76 MY APPOINTMENT EXPIRES 03-29-10 SHEET 1 OF 4 200607 9800/3712 LAND SURVEYOR’S CERTIFICATE | HEREBY CERTIFY THAT THIS SURVEY MAP AND PLANS FOR ABERDEEN PARK TOWN HOMES, A CONDOMINIUM, IS BASED UPON AN ACTUAL SURVEY OF THE HEREIN DESCRIBED PROPERTY THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREIN; THAT INSOFAR AS THE BOUNDARIES OF THE LAND AND UNITS ARE CONCERNED, ACCURATELY DEPICTS THE HORIZONTAL AND VERTICAL BOUNDARIES AND THAT | FULLY COMPLIED WITH ALL APPLICABLE STATUTES AND REGULATIONS. JE —-—~ DONALE ff KERN PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 34670 LAND SURVEYOR'S VERIFICATION COUNTY OF KING ) )ss STATE OF WASHINGTON ) 4, DONALD J KERN, BEING FIRST DULY SWORN UPON OATH, STATE THAT / AM THE REGISTERED LAND SURVEYOR SIGNING THE ABOVE SURVEYOR’S CERTIFICATE; THAT / HAVE EXAMINED THESE SUBSCRIBED AND SWORN TO BEFORE ME JHIS £27 DAY OF June 2006. Leys MICHAEL V. BRYAN s Vt, NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON Soiss wel MY COMMISSION EXPIRES: @—@S-OY FSP SY Fa OLS AZ se mo 2 Z . we 2 43 jez % = i £5 APPROVAL EXAMINED AND APPROVED THIS & "DAY oF SJucy 2006; COPY RECEIVED OF THIS DOCUMENT AND OF THE DECLARATION. DEPARTMENT OF ASSESSMENTS: Loon f ASSESSOR ae TY ASSESSOR RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST oF [iter Title THIS D__ vay of July 2006 AT _| &'.3\_ AND RECORDED IN VOLUME 14 OF CONDOMINIUMS, PAGES O7 3-68 THROUGH AND INCLUDING O76 , RECORDS OF KING COUNTY, WASHINGTON. ws OF. REGORDS ANDALECTIONS BY: ile fe. Rabe wie MANAGER/SUPER VISOR CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North | Issaquah, Washington 98027 (425) 392-8055 FAX (425) 392-0108 Copyright () 1999 Concept Engineering, Inc. All rights reserved DATE: JOB NO.: 6-27-2006 2Z6009HFC ABERDEEN PARK TOWN HOMES A CONDOMINIUM SITUATE IN THE SW 17/4, NE 1/4, SEC. & T. 23 N., R. 5 £., W.M., Ba \ FOUND MON. IN CASE C/TY OF RENTON, KING COUNTY, WASHINGTON (8-50-04) ccm” cea Se _ ses cs macaiieciig: gd EE OGRE act qe epee gee! Ba cm omnes. ae = — son win <a pipeeemes wen <x) eomeccimees’ gor ees paemnieleei: pe Gee cumcccte: on he Glee Ge ee ceed 5 TAM F ARCE! EXISTING BUILDING 3 WATERLINE EASEMENT vs REC. NO. a y, N89°51 00°F 607.72’ \ | uy ' EDGE ASPHALT | | \ Lae 7 py a | | pr SS SO ~ a See Se Sha, > gi 2 i i OL _| L_ a = POWER EASEMENT REC. ~ — 8 SA, p——{_ NO. 20050901000482 S ; | | ee a — L_— a ee Na es |X % ‘ 9 = “YY i ly / NIT 5 : = [- 7 / UNIT 8 UNIT 7 UNIT 6 U ? UNIT 4 UNIT 3 UNIT 2 UNIT 4 LDGE ASPHHaAj pS | nT = “Th x R | : 88°51'42"E e ° $88°56'34"E N89°33'13"E >: Saran a N = | 7 ap- 42.29 ~Jja E | & SL SORE 107m" =J} |] @&& gs A om N89°51'00°E 590.94’ 248.54! — 1 ly |S JOP OF STEEP sore — - seempesieisea seas ih it a) S » 10° STEEP SLOPE __J | xX & Ba dt \ \ SUNSET GARDEN CONDOMINIUMS | | \ VOL, 108 OF CONDOS PAGES 19-22 It | i % | i S S S}] | | A// \ ; FOUND CONC. MON. A | | (8-30-04) 6000" ———<“‘«CSY | FOUND CONC. MON. | (8-30-04) | GRAPHIC SCALE | 30 O 15 30 ( IN FEET ) 1 inch = 30 ft. | NOTES: 1. INSTRUMENTATION FOR THIS SURVEY WAS A TOPCON 5 SECOND TOTAL STATION. 12. THE UNIT BOUNDARIES AND SQUARE FOOTAGE’S ARE DETERMINED BY ACTUAL PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING CONSTRUCTION AND SUPERSEDES ALL OTHER DATA SHOWN HEREON OR RECORDED. FOUND MON. IN CASE STANDARDS SET BY WAC 332-130-090. 13. DIMENSIONS ON UNIT FLOOR PLANS HAVE BEEN AVERAGED AND ARE PLUS OR MINUS (8-14-91) 2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY APPROXIMATELY 0.2 OF A FOOT. MADE APRIL, 2006 AND SHOWS THE GENERAL CONDITIONS EXISTING AT THAT TIME. 14. THE ARCHITECTURAL AND CIVIL PLANS WERE APPROVED FOR CONSTRUCTION BY CITY 3. SEE SHEETS 2 THROUGH 4, FOR HORIZONTAL UNIT BOUNDARIES & COMMON ELEMENTS. OF RENTON, WASHINGTON AND IT IS ASSUMED THAT THE IMPROVEMENTS BUILT ON THE 4. FOR EASEMENTS, RESTRICTIONS, RESERVATIONS AND DETAILS REFERENCE THE 3 SITE CONFORM TO ALL APPLICABLE ZONING, SENSITIVE AREA AND BUILDING CODES. CONDOMINIUM DECLARATION UNDER KING COUNTY RECORDING NOL? A 25 7 37: AND AMENDMENTS THERETO. 5. FOR LEGAL DESCRIPTION AND TITLE ENCUMBRANCES REFERENCE TICOR TITLE INSURANCE COMPANY, ORDER NO. 6363964—1, SECOND REPORT—DATED MAY 2, 2006, AT 8:00 A.M. BUILDING TIES ARE MEASURED TO OUTSIDE FOUNDATION CORNERS AS SHOWN. FOUNDATION DIMENSIONS ARE MEASURED ON OUTSIDE FACE OF FOUNDATION. ALL LAND DESCRIBED HEREIN SUBJECT TO DEVELOPMENT RIGHTS SET FORTH IN THE DECLARATION. PARTY WALLS ARE 0.8 FEET THICK, EXTERIOR WALLS ARE 0.55 FEET THICK. DIMENSIONS ON UNIT FLOOR PLANS ARE TO INTERIOR SURFACE OF PERIMETER STUD WALL OF UNIT. 11. REFERENCE FLOOR ELEVATION IS FINISH FLOOR. ALL CEILING HEIGHTS IN UNITS ARE MEASURED FROM REFERENCE FLOOR ELEVATIONS. SO AN D TICOR TITLE INS. CO ORDER NO. 6363964—1 SCHEDULE B NOTES: 1. EASEMENT FOR GRADING OF STREET SLOPES, AS NECESSARY OVER PORTION OF PREMISES ADJOINING STREETS OR ALLEY AS DEDICATED IN THE PLAT. 2. EASEMENT PUGET SOUND ENERGY REC. NO. 20050901000482, SHOWN HEREON. 3. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 20050811900005. SHEET 2 OF 4 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North 8 Issaquah, Washington 98027 (425) 392-8055 FAX (425) 392-010 Copyright (€) 1999 Concept Engineering, Inc. All rights reserved DATE: 6-14-2006 JOB NO.: 2Z6009FC 3A -00-O%¢ ABERDEEN PARK TOWN HOMES A CONDOMINIUM SITUATE IN THE SW 17/4, NE 71/4, SEC. & 7. 23 N., R. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON UNITS GRAPHIC SCALE 10 6) 5 10 ( IN FEET ) 1 inch = 10 ft. | ‘ 27.5' 27.4 H|/B SEE BASEMENT {LC FLOOR WALL | DIMENSIONS J D TABLE BELOW . 2 io : io . Q K ee dl Q Fe mT N ~ SEE DETAIL ee N , N _ ie i a pe a — at = = 4 LIE ate 4 im. a = | GARAGE = tal I - mi = | anes) [ . ) > Pe ie +t 4.4°N 4.4’ 4 ‘eA od sila = 11,5' fe ee ep BASEMENT ist FLOOR 2ND FLOOR FIRE SPRINKLER ROOM, UNITS 2-R, 3, 5, & 7 19.6 | SPRINKLER ROOM DETAIL UNIT DATA GARAGE GARAGE GARAGE 1ST 1ST FLOOR 2ND 2ND FLOOR UNIT #| AREA LIVING SQ. FT.}FLOOR ELEV.| CEILING ELEV.! FLOOR ELEV.| CEILING ELEV.| FLOOR ELEV.| CEILING ELEV 1 471 1698 201.3’ 209.6’ 210.8’ 219.9’ 221.0’ 229.1’ 2 455 1700 197.5’ 205.7" 206.9’ 215.1" 217.1. 225.35 3 462 1695 193.9’ 202.2’ 203.4’ 212.5 213.6" 221.7. 4 473 1698 190.1’ 198.3’ \ 199.7’ 207.9’ 209.9’ 218.1’ 5 461 1694 186.2’ 194.4’ 1195.7’ 204.8’ 205.9’ 214.0’ 6 474 1695 183.0’ 191.2’ 192.4’ 200.5’ 202.6’ 210.8’ 7 457 1699 176.6" 184.8’ 185.9’ 195.0’ 196.1’ 204.2’ 8 470 1698 173.0’ 181.2’ 182.5’ 190.6’ 192.7’ 200.9’ REVERSE FLOOR PLAN BASEMENT FLOOR WALL DIMENSIONS TABLE WALL |} UNIT 1)/UNIT 2]/UNIT 3JUNIT 4]UNIT 5JUNIT 6/UNIT ZIUNIT 8 A 10.6’ 12.0’ | 10.6’ | 10.6’ 10.5’ | 10.6’ | 12.0’ 11.9’ B 5.8’ 4.0° | 5.0’ | 5.0° | 5.1’ 5.0’ | 4.0’ 4.0’ C 2.5 aE 75 2.5. 2.0 2.3’ 3.7’ 3.6’ D 5.8 7.8 6.6' 6.6’ 6.8’ 6.6’ 7.8 7.5 E 1.6 1.6' 1.6 1.6 1.6’ 1.6 1.6 1.6’ F 12.9’ 12.7° | 12.9’ | 12.9' 12.6’ | 12.9 | 12.7’ 13.0’ G 16.2’ 14.8° | 16.3’ | 16.2’ 16.3’ | 16.2’ | 14.9’ 14.9’ H 6.2’ 4,4’ 5.4’ 5.4 5.4’ 5.4’ 4.4’ 4,4’ | ie aS? | 28 [28 | 2a |- 38 |) AF 3.6’ J 5.8’ 7.8’ 6.6’ 6.6’ 6.8’ 6.6' 7.8 a K 1.6 1.6 1.6’ 1.6’ 1.6’ 1.6 16" 1.6 L 13.1’ 12.9’ | 13.1’ iE Ek 12.9’ | 13.1’ 12.9’ 13.2. M 6.7’ 6.7’ 6.7’ 6.8’ 6.7’ 6.7’ 6.7’ 6.7’ N 20.1’ }* 19.6’ |*19.6’ | 20.1’ |*19.6’ | 20.1’ |*19.6’ | 20.1’ UNITS WITH SPRINKLER ROOM SHEET 3 OF 4 “T O N CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392-8055 FAX (425) 392-0108 FI D V d Copyright © 1999 Concept Engineering, Inc. All rights reserved. JOB NO.: Z6009FC 4A-00-040 DATE: 6-14-2006 ABERDEEN PARK TOWN HOMES 419 016 A CONDOMINIUM SITUATE IN THE SW 17/4, NE 1/4, SEC. & 7. 23 N., R. 5 E., W.M., CITY OF RENTON, KING COUNTY, WASHINGTON BUILDINGS GRAPHIC SCALE 10 me) 5 10 ( IN FEET ) 1 inch = 10 ft. I 57.8 | | | & UNITS 1, 3, 5, 7 | UNITS 2, 4, 6, 8 ts oO | ice) N | N | | | ‘ ’ 21.7’ | 14,4 21.7' TYPICAL BUILDING CONCEPT ENGINEERING, INC. << 455 Rainier Boulevard North | | Issaquah, Washington 98027 (425) 392-8055 FAX (425) 392-0108 Copyright () 1999 Concept Engineering, Inc. All rights reserve d. ; ‘ DATE: JOB NO.: SHEET 4 OF 4 4 EXPIRES: 03 /oador 6—14—2006 Z6009FC —E = as a UNssossgssSSSSSSSSSSSSSSSSSSLECCLELLLCCLLL LCL St -O0-OF0 “T O N JI I V d 13 2 5 . 4 1 (5387-28-17 & &6.8 CSUR.) SEF. 82 S 89-S/-O0u | $37.26 a : N +e , } --— “2 ¢ os a“ ~% f. la y t} % AS ‘4 6 fw X: NY | % ee, we 78 N Ero \ 04 O (39 : “ % a) 3 ot , gq K, Roi Yo . W 7 a | / s 4 ¢\e wer abe! y aa @5G7732 be) e ve \-" 4 2 te a i a * Shae pistes : : Ns 1 @ a 4 N68: Q7-05 E 184.58 Ai 692 36 VOB" S/- 008 Ny \ N . S 19 y : ba uw v NY vn CE. | ¥f at 3 AN \ S z a 8 G0 1 "8? an ) 78 “Se ) x 4 ¥ 4 Re Pe 344. au | Ss S?- 29. 3 rt —— . ($3 ‘ Cet wens N ; \ nee a) off wi oS y 8 yal se MM : eon 938, cot et ‘ PL _8 F av oe @ q.. 9 f _. _—_ 4°78 N AO Ae on 6 V8 i. ; 250 . ‘gov " y O- yO q ent? conte no ic a 8 NR SM ae X . 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CLO gare ~ oF 7 1 ] 520g & yu a> VE NE = te e DA Y T O N 4 2s Jes J. > Jit we TOWN HOMES JL D> J Ja DJ RENTON, WASHINGTON NATIVE EA 40% SLOPE e, 90'-0" FIRE TRUCK TURN-AROUND N vee . ge “See Bie” OP oe Fa ¥ i tite Be ek teeth ete lee : woth “ ae 4 gee gees ge * ' 1elyalf Uualfhe: PROPERTY UNE (VERIFY ANGLE)" "590.04 FEET ° on i SO C ST S S T E L S EXISTING | CEDAR TREES; 25'@ DRIP LINE ADJA: CENT BUILDING 40'6 DRIP LINE: ) 2 % | ® oe go * “ALTERED: ENTRANCE ag. LN "+ *y END. UNIT: FOR ‘RESID on ee ioe “APPEARANCE FROM. STREE{ 22 | i l i a n V > | ROCKERY @ BASEMENT GRADE = = i a F TYPICAL 3-BEDROOM a TOWN HOUSE, (8 TOTAL) g - s 84'-0" 25'-0" ae \ | wnmeme YT ‘| SITE PLAN SCALE: 1”=30' GENERAL / SITE STATISTICS: FALL ARCIOTECTURAL design —_ production collaboration David J. Fall, Architect AIA voice 206) 938-5734 fox 206) 938-5734 mobile 206) 909-3283 email falarc@cnw.com 9607 39th Avenue Southnest Seattle, Washington 90136 6878 REGISTERED ARCHITECT DAVID J. FALL STATE OF WASHINGTON TOWNHOUSE DEoIGN for: Kelley-Heffernan corp. work 425-468-6155 fax 425-671-0971 mobile 425-941-5323 email x project / mailing address; 40 Lake Bellevue, Suite 100 Bellevue, WA 98005 DESIGN DRAWINGS 5/17/01 FOR REVIEW PURPOSES ONLY; NOT FOR CONSTUCTION THESE DOCUMENTS _ARE SUBJECT TO CHANGE PER FINAL DESIGN REVIEW. OWNER/DEVELOPER: KELLEY-HEFFEFNAN CORPORTATION 1444 UBC OCCUPANCIES: R-3 -TOWNHOUSES we : : ; 40 LAKE BELLEVUE, SUITE loo U -GARAGES # SITE ELEMENTS SITE AREA: O86 ACRES (@ 43560 SF. PER ACRE = 37451 SF BELLEVUE, WA 48005 0.38 ACRES UNDISTURBED = 16516 SF UBC CONSTRUCTION R-3 OCCUPANCY BUILDINGS ARE (2-1/2) see an a tee aaah | | -\/2) STORY TYPE V, NON-RATED ‘ ; PROJECT ADDRESS Lae CONSTRUCTION THROUGHOUT WITH I-HOUR SEPARATION BETWEEN DWELLINGS. IN ne ee NFPA I3-R SPRINKLER SYSTEMS ARE PROVIDED PER CITY OF RENTON ORDINANCE, 12 UNITS ALLOWABLE ZONING DESIGNATION: RESIDENTIAL MULTI-FAMILY INFILL (RM-I) FIRE ALARM SYSTEMS ARE PROVIDED PER UBC SI0.l0. PARKING: COMPACT STALLS (4'x20') U OCCUPANCY BUILDINGS ARE TYPE V, NON- TRUC COMPACT STALLS (8'xI8') 2 CODES: 1447 UNIFORM BUILDING CODE enwe tees eater Miser lees pan life ayia STALLS & 1444 UNIFORM FIRE CODE GARAGE (COMPACT) STALLS 6 1441 UNIFORM PLUMBING CODE BUILDING HEIGHTS: ALLOWABLE 1444 WA. STATE ENERGY CODE, 2ND ED. (UNE 1445) TYPE |: 2 1/2 STORIES / 45' (35! + IO! pitched root bonus) TOTAL STALLS: I4 WA. STATE VENTILATION AND INDOOR AIR QUALITY CODE; BRD ED. (UNE '45) PROPOSED SITE DEVELOPMENT: BUILDINGS - 1051 SF. (16.8%) 1444 UNIFORM MECHANICAL CODE TYPE |: 2 1/2 STORIES / 34'-0" PARKING, DRIVE ¢ SIDEWALK - 1164 SF. (20.1%) LANDSCAPING PERMIT NUMBER, x 6ll4 SF. (16.3%) TOTAL: 20,435 SF. (55.4%) TC a ae gl — - Js - — cei) -O | ! | ee “ft = tb t= M ¢— PALS UMC e| Ninjas : : qle% 4 ‘ ; | il i: ee : n Ad He T is -atua¥ | weer? | SN hk sy ees wa | wine Ka Ht REF : 7 ° = * —— Aft . puede | yy fo a Fisoe$ _ | | 6M) conn ina » “4 wal Gln ite yrot vaaral aT mt e * uri’ Benvy oa — Erie. (“i* ")) f- ne | aT THe |. aa — womie ay Og! lol x\> Sic | = coare Te ¥21G) ITKG =| t— ufthk bi sers 4 iL | SN Pe: 2 ( = _- a + ue pelt Spee THM || waver 6" pheh cere [| 4 ee ee “Tuwese. BLIO == Pe & - nN . — : | aakie) W/UCUrG F . —_ = je 0? 4 = == ae AM =H = ot BS — No SS ’ ’ { - ) 26aI¢, . <s—_4—_ Dares poy A18 | CAACK | I Ly (a ci cI om ait +—— kk : ica ~ bo (4) Ms =| , —— \ EMAL / \ - a Ni ' {——_ Hi a nadie \ fee eS eee, ! SEE] \ c ie 4 wariceol | 2 | doe. Aifoe GREER dD - -~_— =— s 4 . — ee | N ly TE ney qu | | ; Louiens “ot bm -——_1 a A = 2 L Z2-—lwe" ‘4 y. Pal [tnt - =. Rtg! | = ——= ~K-— nS BF [oS ¥ x l ; 3 | ’ vey if gs Hae jeg hk | ' ~ at | SS ~ =. —> { ee | i ; Oece Aby/. p L° a Ae, SoS ssnitieesh, oo YY = — a Pat a et et E - = — E Pe | JOB NAME: Basement UNIT PLAN 244 sf 1824 sf Main Floor 784 sf Second Floor 796 sf SCALE: 1/8” = 1'-0” Elevation (option 1) UNIT ELEVATIONS Elevation (option 2) north SITE PLAN UNIT PLAN & ELEVATIONS STATISTICS 01—-Kel—Hef ISSUE DATE: APRIL 26, 2001 REV. #/DATE: /\ - SCALE: 1/8” = 1’-0” SA-00-040 FERRARI DESIGN GROUP ARCHITECTS, PS 204'-o" 12277 134TH COURT N.E. SUITE 203 34'-0" 34'-0" 1. 34'-0" I. 34'-0" 34'-0" a 34'-0" REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) = = = = = | Dn aa ARCHITECT: “| DN [ | DN DN — = | —— | | f +S UP , | UP > UP == 4733 \ REGISTERED TYPE | UNIT TYPE | UNIT TYPE | UNIT TYPE | UNIT TYPE | UNIT tii TYPE "A" — MS ARCHITECT wa ST up ay en Tw rd —\. ACCESSIBLE UNIT ——— | WADA XN AWA XIN 7) \ — 3\ = = ae] = || - SBE : . S88] = || - BBE : — SS * STATE OF WASHINGTON fr Ol AN Odo ILA r—1r a fT ON Odo LAO arr se Wh (ioc ia Oh, O: fT a = Tae ~ eal Lee] |S iL <| free = il | HL <i | Sa a Onan > == —V — Vv Eta = a Vv Ba —=V 7 SV Vv =/= e le =) a ae | an ae —— IE- PROJECT: ( | : | / \ ABERDEEN | : —_ | a —_ —_ a _ = — AVENUE g APARTMENTS 3&3 FS = we uu ie) € ¢e Peas, N FS = a é is 917 Aberdeen Avenue N= Renton, Washington 98055 F | RST FLOOR PL AN a SHEET INFORMATION: SCALE: Ve" = 1-0" NI FIRST FLOOR FIRST FLOOR AREA: 5256 SF. PLAN; SECOND FLOOR PLAN; LEGEND; KEYNOTES ar Bia ee OWNER: CAMBRIDGE HOMES NW 12228 NE 112th Place, #A1 Kirkland, Washington 98033 TENANT: N/A 204'-o" Pr 34'-O" I 34'-O" / 34'-O" I. 34'-O" 34'-0" 34'-O" = —— 7 REVISIONS: TYPE | UNIT TYPE | UNIT TYPE 2 UNIT TYPE | UNIT — TYPE | UNIT TYPE | UNIT i | fi \ WA Z \ L TT ] a ct V ao FR A | m7 fe ( 4 ol me l 4 I. (} 40 at EL — || 32 ' - O 9: 0 0 a m Pl o t t e d Fe b r u a r y 21 , 20 0 0 DELL C: D:\FOGDWG\99\99 120\9120A1.dwg XREF(S): D:\FOGDWG\99\99120\9120XR.dwg THESE DRAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FOG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FOG. © FERRARI DESIGN GROUP, P.S. 1999 ALL RIGHTS RESERVED. SECOND FLOOR PLAN ry SCALE: /® =1-O" N Checked By: F. HEFFERNAN SECOND FLOOR AREA: 5856 SF. Drawn By: H.YAMAMOTO Date: FEBRUARY 21, 2000 Sheet No.: 4 PERMIT DRAWINGS A 4 of Job No:: 99120.00 SA-00 -040 SU R V E Y E D : VE R T I C A L : NA V D 19 8 3 HO R I Z O N T A L : HA D 19 8 3 / 1 9 9 1 FE B . , 20 0 0 NO T E D DE S I G N E D : FI E L D B O O K : PA G E : DR A W I N G NO : SI T E GR A D I N G PL A N TO U M A EN G I N E E R S é& LA N D SU R V E Y O R S 71 9 - 0 0 7 9 9 1 FA X (4 2 5 ) 25 1 - 0 6 2 5 66 3 2 SO U T H 19 1 S T PL A C E , SU I T E E- 1 0 2 * KE N T , WA 98 0 3 2 PH O N E (4 2 5 ) 25 1 - 0 6 6 5 S : IF NO T ON E IN C H SC A L E AC C O R D I N G L Y AT FU L L SC A L E L | CH E C K E D : AP P R pr o v e n : DA T E BY RE V I S I O N NO . lu , | RO E., W.M. FC 8, TWN 235 N, INSTRUMENT: NIKON TOTAL STATION DIM—ATOLG (5 SECOND INSTRUMENT). Z ° & 3g S METHOD USED: FIELD TRAVERSE WITH ACTUAL ac FIELD MEASUREMENTS AND ANGLES CRAPHIC SCALE © il Ecoles — S$ we WAC 332— 130—O070 20 0 ‘0 a 40 80 INV FL=207.64 e DATE OF SURVEY: JANUARY, 2000 a - (IN FEET ) 2 CENTER LINE OF ABERDEEN AVENUE NE Linch = 20 ft. N 01°59°17” W - BENCHMARK: CITY OF RENTON MON #71, TOP 2 1/2” BRASS DISK SET IN CONCRETE MONUMENT11.8° S AND 9° E OF INTERSECTION OF ABERDEEN AVENUE NE AND NE 12TH STREET. ELEVATION = 284.63’ (86.76M) LOT 12 FIRE DEPT. ACCESS & TURN AROUND HAMMER HEAD. _ Koy ; yen p = on) *Q. w Dp \ Lid / / Z os e ch | dv 4EX, ADD | Zz _ , y P < Je ® 7) mW 607 61” RETAINING * 7 TO HOUSE \ (_ SIDEYARO SETBACK | Pe - $89 51°00 2 ; be 7 . WT j XY 7 ne : a ee cas . a ee a a Tre Wace | = . JS ol ~~ - oe —— 7 a = 1 — | LJ ad ak =| 4 ww > L we : _ “_ i fs) ! <— oa - 2 | | ; ; Pie 7 19-7714 \ oO | zm aa f F /184 WL. oO a yo ow / os \ ip) “a? / F.LI et © ae - : —— . 6"ss Stu an\ ee - = i fa , eo Y ; - - vy - og © ; “ - py , — Aa 7 Se eT eT a 5 RET. WALL ( _ - - ee ez z2=a/ 7 Li . \ eee eae F \_ RETAINING / / / as co ) 4 40%per€enk~ 07 4) OO! Wet f / ate a Ane pe - + 2 4-48 percent 7 / / i < on aes 0.28 acres~” » ~ 16,288. sq.ft. / y y : \ a oo 0.357 acres a . - ‘ a Mag <7 : 26 2 = ateecs @ » / i SLOPE O-15% / SLOPE 16-39% ® Ny \ SLOPE 40%-100% SSS nes LOT 10 LEGAL DESCRIPTION () EX.SSMH TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 34 OF PALTS, PAGE 38, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 37.5 FEET THEREOF. Kean SER INGA RIM EL=212.15 INV EL=202.10 SA-00-040 Oe : VE R T I C A L : NA V D 19 8 3 -F E B . , 20 0 0 ioe SEC 8, TWN 23.N, R 5 E., WM. Za s Ca) INSTRUMENT: NIKON TOTAL STATION DTIM—A10OLG — (5 SECOND INSTRUMENT). QO. Zz METHOD USED: FIELD TRAVERSE WTH ACTUAL © EX.SSMH = ; FIELD MEASUREMENTS AND ANGLES CRAPHIC SCALE aaa ween _— = __ WAC 332-130-070 . . et o wo INV EL=207.64 cg wi ! 7 oF Se DATE OF SURVEY: JANUARY,2000 On Z2o ( IN FEET ) -- O. a 5 ti CENTER LINE OF ABERDEEN AVENUE NE 1 inch = 20° ft 2 zo uo N 01°59°17” W Lij> . > LJ & BENCHMARK: CITY OF RENTON MON £71, TOP 2 1/2” BRASS DISK za Lu SET IN CONCRETE MONUMENT11.8’ S AND 9° E OF INTERSECTION OF — C) ABERDEEN AVENUE NE AND NE 712TH STREET, Li | i" ELEVATION = 284.63’ (86.76M) Liy © LOT 12 ‘aa <t 3 MAPLE — ERA aan @ sor HAMMER HEAD. ee EVERGREEN S APPLE ON S8 %, us 7 we D Ke zu a8 2 ©, ve) 2, Co @ Nx oO y 25 ; . : | Li] ly ju Oo av % : a °O | e s \ \ Zz <Q 2 / _- a i a* / ‘ of e ® 2 : i } Cy 50 280. *! \ a i 4 “a ~ . ? M_- / - _ a . or z = 7 RETAINING / \) \ ; ' 33 f ay (sete séveatk ~ : a - - . 89'51'00"W , 607.61 Je, ,/ aa Ly , \ . a TT ES: r ‘ —— So : a —— = : 3 > zg i ae ee ae - ; 7 - = Sz . L s” , #. ,* 5 or oe TRASEM ACY “~ a | LJ . ; ha 2 , , = _ ENCLOSQRE? 74 e _ | : 4 =. ah thos _ # | Oo 3 / , (3 = —~— @ | 3 y Q - = red oO ARNG A Ve 16 15 7°14 FES ¢ a : “ ae - A 2 F184 Lame 1! S = : ge gt gt me LS | 2a i, p ! | = LiJ § F Pa U7 EEF OM 7 Fel | fk Lj , a ong Ee AS - i 6"ss Stu (Grdvity) ) ID ni 5 a a ; “ P ra - a ; Scho yy / 4 \O< = y a — ; ; ; = — 7 ie < = = s - vile / - — = ae an Z : . a a = ts 30’ Lj ny Oy areas Oe LNG —7—SB9'ST 00" W S90.8S ai Li ts aa) _ - 2” _~ 40°peréent ~ — 7 “ Prd ra wad WALL | / / ‘ phy >< <L _710097.83 sf .~ ~° 1-45 percent ~ Total A / / / - | th “7. 6.28 acres ~~ 16,288. sq.ft. $7,451. i vt f / 1 det ara pe 0.37 acres 0.85 a , - sescesty% | ii \ aS x ABO & is ; ! M p= LB 6? ” SLOPE 0-15% 7 / it lie \ ae mk SLOPE 16-39% & 3X! é \ SLOPE 40%-100% SOR ee 44. | " LOT 10 mE A \ i | be z S = LEGAL DESCRIPTION g ©) &X.SSMH TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RIM EL=212.15 RECORDED IN VOLUME 34 OF PLATS PAGE 38, IN KING COUNTY, WASHINGTON; INV EL=202.10 EXCEPT THE NORTH 37.5 FEET THEREOF. S Zz SA-00- 040 FE B . , 20 0 0 BA T E : AB E R D E E N AP A R T M E N T S RA D I N G & UT I L I T I E S PL A N 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 VE R T I C A L : NA V D 71 9 - 0 0 7 9 9 1 FI E L D B O O K : PA G E : DR A W I N G NO : : 4 SEC 8, TWN 23.N, R 5 E., WM. INSTRUMENT: NIKON TOTAL STATION DTM—A1TOLG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WTH ACTUAL FIELD MEASUREMENTS AND ANGLES © EX.SSMH WAC 332-130-070 RIM EL=213.69 GRAPHIC SCALE INV EL=207.64 DATE OF SURVEY: JANUARY, 2000 CENTER LINE OF ABERDEEN AVENUE NE N 01°59°17” W ( IN FEET ) 1 inch = 20 ft. e BENCHMARK: CITY OF RENTON MON £7171, TOP 2 1/2” BRASS DISK SET IN CONCRETE MONUMENT11.8’ S AND 9° E OF INTERSECTION OF ABERDEEN AVENUE NE AND NE 12TH STREET. ELEVATION = 284.63’ (86.76M) LOT 12 - MAPLE ALDER FIRE DEPT. ACCESS & TURN AROUND HAMMER HEAD. EVERGREEN 3 & APPLE oe U FA X (4 2 5 ) 25 1 - 0 6 2 5 ie © x 4 0D p a ; RETAINING a / WALL va / 28, / a < TRASH i AG eae, anna 9 ef ; AL : POPP oe ) | <_< EOS Ey OR Poe Pe TS Nf Pe De a) eee | ae 26, EDR OP SMBS eo, . SRS tea = > ema | ets it on genase, ls ED ~ NA conse: ) Segresieey...” agp. an] meee eae Ores RLS ERED S| RS COT Te ep gp a OG pe Ny afte. beeen sere iy henner Prt | rT Re ee Be go eo Ee Pe Paar ie een aes ; Done atads aS Bo pS TL 4 e ben et see cute ag 6 . Sl ee <0 <r R é tr A OR ME, Ge AR le ae ck, (a ee man 3% ~isdainsarae ue i. : a oo se es Gord INIA he a _. es . ea, | 7 ve ¥ z / ~ : aa f ail _ \ N Oy . . % ~ qo Ss . a) ‘ : \ : Ss a bo) > ? \ ‘i ‘ i 2 a - 5 . ot L ) , 6” DRISCOPIPE TO at * BE INSTALLED “ - E “ eo a ia ABOVE GROUND ma , Pa “ ~ “ Pa SIDEYARD SETBACK ae oF ow et YY a a “ 2° _* - ye ~ “ — . 7 ie ye “a a ,, = = TO U M A EN G I N E E R S é& LA N D SU R V E Y O R S 66 3 2 SO U T H 19 1 S T PL A C E , SU I T E E~ 1 0 2 * KE N T , WA 98 0 3 5 2 \ ’ eee cer AB E R D E E N AV E N U E NE PH O N E (4 2 5 ) 25 1 - 0 6 6 5 — A . —. A CFS REM ES eee Ee so 0 ' 0 9 ' 0 b " E 4 nA - ne * “a e el me e . 5 AN of f NO he (o i it e . ©. e = ie by a NO T E D ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y | i =seaseo treet staee ee ee ss Sepa SS SS HFSS SSS SSS t == af B 7 all — / - HN ; CUR f : “ EX. EXT R " 4 ’ exy cu B F YL : co / &S y Oy / C MT DT MT AP P R Pr o v e n : DA T E LOT 10 BY a, hig “te Bam 5 . SO, FAR © Oe 4 t | LEGAL DESCRIPTION pi () €x.SSMH ? TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RIM EL=212.15 RECORDED IN VOLUME 34 OF PLATS PAGE 38, IN KING COUNTY, WASHINGTON; INV EL=202.10 EXCEPT THE NORTH 37.5 FEET THEREOF. RE V I S I O N B 6/22/01 22 NO . \\ cy SA-00- 040 BA T E : VE R T I C A L : NA V D 19 8 8 FE B . , 20 0 0 A SEC 8, TWN 23 N, RO E., W.M = ae 7 r ——s he , 3 ON, , WM, a. Zz Y) INSTRUMENT: NIKON TOTAL STATION DIM—A10LG < [—~ (5 SECOND INSTRUMENT). 7 METHOD USED: FIELD TRAVERSE WTH ACTUAL S my Sen Q. = FIELD MEASUREMENTS AND ANGLES GRAPHIC SCALE RIM FL=213.69 }— WAC 332— 130—O70 20 0 10 20 40 80 INV EL=207.64 S = DATE OF SURVEY: JANUARY,2000 ne (IN FEET ) == f. CENTER LINE OF ABERDEEN AVENUE NE sie SES he Z Qa < N 01°59°17” W <= Lil BENCHMARK: CITY OF RENTON MON #71, TOP 2 1/2” BRASS DISK C5 Li} SET IN CONCRETE MONUMENT11.8° S AND 9’ E OF INTERSECTION OF C) ABERDEEN AVENUE NE AND NE 12TH STREET. ad , Hu bo ELEVATION = 284.63’ (86.76M) a = _OT 12 FIRE DEPT. ACCESS ) & TURN AROUND HAMMER HEAD. ee a WO 5 Lys oo . S “Os ra gs hh YCAAI ta lA honk Lhe We oO 9, " ~. ~ G) = : . ey | i P ( ol Bs Oo Q. z3 - : , "t : ee 2 ‘ . \ ‘ Lj <9 5 4 / z & P & 5 . 2 ! oy ZEX. AbD ‘| \ \ . \ | Se x 2 &y : : ra - ca nerathatd p PY) / RETAINING * 7 TO HOUSE - \ \ 35 : uv ( SIDEYARD ‘SETBACK . /589'> 00 Adami i E i it | / WAL , aa: an “F cae ' \ \ ty a \ ae @ ol of — al. _ a ie < gé Ce loo cae) ae | eae: a a on s/ sj Lis! : coe ye OU ANN ANS oh HOSE : a /Myve 9/IP 7/8 Ff 5/6 —_ 2 Z | aan . ; (65, VW rf 9 A4 3 Wie ba, Pio F 9 8 7 We Bo Ta 1 | 3 , > zu ; Z L / f 4 _ _ \ - BO, rc NI Ge bis FH 188 F _ FH 196 0 —— a Li § r 4 al 19 |/ , / / ar 7 _ vA ~~ ‘ te LJ a - oo / / ,, / “oT » | elf __ \e - roe 18 , \ y : => 6 ss Stub (Gravity) an\ be § 3 | \" aa y = —s a ; a ; ee ae | I 2 é H ) > a 7 — ot a = ae OO WS es 7 /.__-- 7S RET, WALL / = ——_— in * 30’ Li ss eg ep a ; RETAINING , , 4 a! va hd Zo ie a rere a fs’, M ~~ * 26 eetank © “4 7 oo, ; / i WALL | / / | / ha / / 7 / r OO fa fj (ws 7-7 i = 4 <L “10087 BF st - 7 4-48 percent Total 4 / : / | ‘ : ’ ’ 1 ; / -f i: ae eo NS we BP 2 AS percent ee ’ / / / [ - / = ui / EX. WOODEN, FENCE 7 i ; ; Ud} 4 0.28 acres-~ - 16,288. sq.ft. $7,491. / | J / / F fi / ) / ro : EX. EXT CURB / ane | ae -" 4” 0.37 acres 0.85 a4 ‘ o * ; of Xe) f # Ny A 4 Se eeneeeds | tl ey \er Qe S) oy ‘ ~ / , Y ay - / T i al ils : g : $ : g § é ) me oe g : | \ SLOPE 0-15% * / ! gg # § SLOPE 16-39% Ee ! s% 7 v 1 EAs a \ SLOPE 40%-100% SRSReerse , acai tL . LOT 10 mk = | \ 3 S = LEGAL DESCRIPTION ©) EX.SSMH TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RIM EL=212.15 RECORDED IN VOLUME 34 OF PALTS, PAGE 38, IN KING COUNTY, WASHINGTON: INV EL=202.10 EXCEPT THE NORTH 37.5 FEET THEREOF. = OVO -O0-VS Zz GO'90¢2=14 ANI Oo ze) rm < Y i.e) Zz ' | 1 \ 1 ! I ' 1 1 1 ! 1 4 ! I 1 | 1 ( 1 | \ we, ' | ae - Beers §BLOOL-BOr IOS > er @ saiop /¢° S6£-91 FdOTS S849D G8'0 " £e'0 S8j3D 8Z'0 . . . ¢ sf iL * . 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INSTRUMENT: NIKON TOTAL STATION DTM—A10LG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL NO T E D < Z Lit a. = Y FIELD MEASUREMENTS AND ANGLES © EX.SSMH = in GRAPHIC SCALE MAG 3027 150-009 NV EL=207.64 — 20 - 2 & a a0 DATE OF SURVEY: JANUARY, 2000 ~ _| 2 ome : ans , CENTER LINE OF ABERDEEN AVENUE NE fon CIN PRET ) N O7°5917 W ss <L ~_) 1 inch = 20 ft. . ee BENCHMARK: CITY OF RENTON MON #71, TOP 2 1/2” BRASS DISK SET IN CONCRETE MONUMENT11.8’ S AND 9’ E OF INTERSECTION OF ZX ABERDEEN AVENUE NE AND NE 12TH STREET. T a ELEVATION = 284.63’ (86.76M) D= ro Lii < LOT 12 £23 MAPLE ‘aa os | gf ALDER FIRE DEPT. ACCESS ae & TURN AROUND EVERGREEN HAMMER HEAD. a APPLE My 88 Oo §§ WS <5 ADJACENT BUILDING 5 Wm oe 2 2 @® ZW gs 3 i 2 , 2 1G) wy x a > \ _ % o oO X 25 iL May & . *S i a. . v Li . : Sak 2 , » . AS fe) ’ P | - b % \ \ \ \ | 30° Zz <8 4 6” DRISCOPIPE TO = — \faby - aa at nt? a = “ | . ; i | eM /EX. ADD \ | % \ 1 \ ‘ . be mera pt? a ae a NG —— ; \ ) $< t8 SIDEYARD SETBACK we ae a i a rr ae J / val aN \ \ ae ‘TAT, LiJ Oo 3 s _ we ” we - ‘ me i 7 - . / Jf ff ZY ! \ \ \ ‘ Lyd | a 7 F rad mele i ee 3 | \ all 7 B ZZ Doe ENCLOSURE = fg Ye y, x § a oe Se i nie 3 Z : ; Oo <L a ee | @ | % S |Z } ” ) Ld i _ 1 (a) 53 | 5 es Lit ii faa f J | <L [ EX. WOODEN, FENCE “ , } } ; > os / EX. EXT CURB 4 o | : vy x / Se cece dee a= 5 5 A m — ay Gy / u 4 2 g / ! tt @ £¢ & & BUMLDING os i a o ! EX a | | cee er 4 Lu \ " i \ " pe \ T Oo \ il LOT 10 } fa & wae SO Zz o GD G LEGAL DESCRIPTION ) £x.SSMH TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RIM EL=212.15 RECORDED IN VOLUME 34 OF PLATS PAGE 38, IN KING COUNTY, WASHINGTON; INV EL=20210 EXCEPT THE NORTH 37.5 FEET THEREOF. 7 VA-OO-OAO ADJACENT BUILDING | t : | < | | ) | | FERRARI EXISTING GRADES AND TOP OF RETAINING RETAINING WALL AT PROPERTY | D E Sl GN VEGETATION TO REMAIN WALL AT @ 178.50". LINE. HEIGHT VARIES FROM 2'-o" UNDISTURBED BEYOND TO 4'-O". SEE DRANING AS FOR ' | G THIS POINT TO WEST. ———P BUILDING ELEVATIONS. NN | 1 ROU P » ef NA ARR RAY ft ON | | ARCHITECTS, PS ADJACENT BUILDING | | - N ' ! | {2277 134TH COURT N.E. ay © ia x © 0 ° 5 fo) - | SUITE #203 \ \ V ) Nt © W C x ! a ae a ee , / . . my ; or © oO ® a = Dorn a a ‘D. 2 | | REDMOND, WASHINGTON Pr rr ne vo ri a i“ ~ ff / # Zé rs / | — y - “. s 8 98052-2433 rr rr en f a c a i! / a ; ; j a ' / ; fe | \ \ i %, rn * 425.821.3383 (OFFICE) a ue Uc Le ea , J Z 5 i v / 04 a La" 1p" 1 yt A y yi ' ot \ \ ‘ ‘ \ % t UA a a ee ont é ! Z yV ” “, ~~) = hed Pl ; TO, PROP. LINE - rar ‘ - FIRE DEPT. \ . ‘, ; | 425.821.3213 (FAX) a” Jieeieare - A , a y i? av & # 4g i j / y os \ \ACCESS & TURN \ . . . | y "S$ oas24e Ee / é Z - / / ! ; v of ARROUND HAMMER : \ fe wep | : : Plea . ; y an . \ ’ 17h 5'-0 i WW | ARCHITECT: ” = = —_ ra —= =a om ‘ om | \emo = = \ om \—_ «mm —_ Fi fs > . ‘ L. ! | My 7 : pe ‘ NZ | an SL, ‘ a / ‘ % . é f > | t, } |/@ a | Z | G ais |) Ww fy % \ c } | Vy JL i, ae tl tt + vet otra Yr toe re ee ee ats" ag tt, ue a ga a a ce . rh ae , ea 4 a 8 ah ee ‘ QA | > ! 5 ’ JR, 04 / + + + + +i]+ + + 8 + + + at + + the % Fr + a . +h 4 + + + + 4 + tis at it cf . +4 + iP QOOOOOON Ls . j | STATE OF WAS NGTON LL op Patek BE 4 Bd+ Pet tat Ling haa: aie « tes om \*,* o. eran \s + tres + * sree it + : yee Was f \ x) { Jf vw + . *y! | ear i+ 7 aa tats a + +7 + ge eT tre 74s Pai + +7 + +. 47% alg % * Pal" a 4 +t + + ) ‘ he" = | cf Ae aa aa ae se rat a aed +. e % te mi 2, 8 gg Tr 96>. Pe "PR" 200". . es FF: 204 Yn: + 7. : : 1 cs, Pi + + t+ lt +e + + + tit + + we +h te + tle + + + + + + 4h + + + + + + + + +-+-F) + + +f + + + + t+ + + / + Gy = z c /\ ga ge te a ae Pa gy yg ga 4 rere gt aa + a al se a a ae Pare ae Pott et ats yg gel ree as Wa a al i oe 9 1 YY LL) tZ 7 +47 wes # + + F nt ha +, 4 an 4° + + ++? ttt t + 2 att + se | eI bay + * ee ae Q UH} o/ Gr] Be ribhe le! att lee wes) ie * Jer remote ite wtatyhyt ee ae +" 7 inl Be! oe Yh + “l,* N 1a] | ie ee SST see Se ke Re + + + +. + + [t+ + + + + + + tlt + tft + . + ~ y | ' CY Vp +44" | arora A + ee arora raera ad 8 ee” 4 4 ae by rareeragn sara 4 aren +- uc 1 A | , ; ‘ . My YL ZL yi fH BPD JL fo) Lf) < Z 9 | of ! PROJECT: = ; = - — oe “al hm Me hr i id ; a ( / / - i _- a we Pe “ 1 " a4 | pense INS / / ' nr os oa we B'-O'N TE Bio! mo ABERDEEN | ' u ' y " i iv / , a At nN 1 " ; 16-0 26'-0 : : sere, Y é 4-0 a 3-0 | | AVENUE | ! / P , m4 af / , 7 na ' 7 we i. “ 300' " i c Al z | 7 aon | eront sereacl ; APARTMENTS ' ‘ ‘ , y / / Pil z / , ! Nv ¥ AZO ‘ : ‘ ‘ / < _ & oS S PF SF ics | = vy v 917 Aberdeen Avenue NE | Renton, Washington 98055 i 2 30'-0" ADJACENT BUILDING | | SHEET INFORMATION: | SITE PLAN; | LEGEND | —- — - — - —, @ — - Y 0) 9 Han LEGEND SITE PLAN @ GROUND LEVEL/PARKING LAYOUT a SCALE: |" = 20'-O" N OWNER: CAMBRIDGE PARKING LEVEL AREA = 4,470 SF. HOMES NW LANDSCAPING aN 12228 NE 112th Place, #A-1 Kirkland, Washington 98033 Tae ae PAV ING/SIDENALK FIRE EGJIPMENT - 20'-O" WIDE ACCESS ROAD AND HAMMER. HEAD TURN AROUND | LEGAL DESCRIPTION : N/A LOT Il HARRIES GARDEN HOME TRACTS LESS NORTH 327.50 FEET. REVISIONS: BUILDING DATA : red oot 2 ea ® CITY REVISIONS . Z\ | SRE Se TAX LOT NUMBER: CODE: 3 . q ~-— = wart r Chew uni #31|-440-0065 UNIFORM BUILDING CODE 1447 EDITION : By wei 7 ez PROPERTY ADDRESS: OCCUPANCY : Ubi Seoreameraited oe (3 la 9\7 ABERDEEN AVENUE NE. R-|. U-| ‘ 3 LP} & RENTON, WASHINGTON 48055 ; ("| a | SITE ZONING: CONSTRUCTION TYPE(S): i At is Ee Pees. Hoan? ELL TYPE V (SPRINKLERED IN LIEU OF ONE HOUR CONSTRUCTION) Nh Neco CE TOTAL BUILDING AREA: ees SITE/LOT AREA: 16122 SF. VA ee... 37,451 SF. (0.86 ACRE) NS EXISTING UNDEVELOPED AREA: 37,451 SF. LIVING AREA: \: Ve * PARKING LEVEL AREA: 4,470 SF. ‘ gts BUILDING FOOTPRINT: FIRST LEVEL AREA: 5656 SF. 4 . 6,288 SF. SECOND LEVEL AREA: 556 SF. ey SITE COVERAGE (BY BUILDINGS): SETBACKS PROVIDED: . : DELL ¢: PROPOSED: 11% (6288 SF./3S145| SF.) FRONT SETBACK: 34'-o" : D:\FOGDWG\99\,99120.00\.9120SD1.dwg SIDE SETBACK: 7'-O tye IMPERVIOUS SURFACE: D:\ FDGDWG\ 99\99120.00\9120XRs.dwg PROPOSED: 43% (l6.975 SF/37145! SF.) SETBACKS REQUIRED: THESE DRAWINGS ARE THE PROPERTY OF EXISTING: 0% (O SF.) ’ FRONT SETBACK: 2I|'-0" FERRARI DESIGN GROUP, P.S. (FOG) AND ALLOWED: 75% MAX. REAR SETBACK: |16'-O" ARE NOT TO BE USED OR REPRODUCED SIDE SETBACK: 7'-O" IN ANY MANNER EXCEPT WITH PRIOR LANDSCAPE AREA: WRITTEN PERMISSION FROM FDG. 21376 SF. (571%) PARKING: © FERRARI DESIGN GROUP ARCHITECTS. PS PARKING REQUIRED: 2] STALLS (I75/UNIT X I2) MIN. SIZE: 8'-6"XxIl8'-O" 2000 ALL RIGHTS RESERVED. PARKING LOT AREA: PARKING PROVIDED: 2! STALLS (I5 STANDARD; 5 COMPACT; | ACCESSIBLE) 91871 SF. F'-O"X20'-0" a BUILDING HEIGHT: pp T 7.25 X. 20 ALLOWED PROPOSED: 35'-0" (2 STORIES) I MA | ALLOWED: 35'-O" (2 STORIES) VY | C | NI P N - DENSITY ALLOWED: SCALE: NO SCALE Checked By: F.HEFFERNAN 3 MAXIMUM 20 UNITS PER ACRE (NOT INCLUDING STEEP SLOPES) N = TOTAL SITE AREA: 37,451 S.F.; STEEP SLOPES AREA: 1004 SF; Drawn By: H.YAMAMOTO DEVELOPABLE AREA: 27353 SF. AY TOTAL UNITS ALLOWED: 12 UNITS; UNITS APPLIED FOR: 12 UNITS Date: MARCH 08, 2000 | ans Sheet No.: 1 3 PRELIMINARY ~ JU} £ JUN 21 2000 | = Job No.: 99120.00 Kinnickinnick 4” pot. plant 24” oc, All bed areas, typ. LANDSCAPE FLAN yy SCALE: 1/2" = |'-O" N FPLANTING NOTES: PLANT LIST - SHRUBS Rhododendron Unique Unique Rhododendron Quantity Botanical Name Common Name Size Symbo| Acer Rubrum ‘Red Sunset’ | Red Sunset Maple 2" cal Cornus florida Flowering Dognood 2 €a) C-) Magnolia Stellata Star Magnolia 4 < SY Pinus mugo mugo Mugo Fine 2 gal Zw Hydrangea macrophylla Hydrangea 2 gal Hy Thuja o. ‘Emerald Green’ Emerald Green Pyramidalis 6! (+) Pieris j. Valley Fire’ Pieris > gal eB Erica carnea ‘Med. Pink’ Heather Med. Pink’ | gal @ E Mahonia aquifolium Oregon Grape 2 gal (i) / Cornus stolonifera Red Twig Dognood 3 gal Ci Rho. ‘Everest’ Evergreen Azalea Everest' | 2 gall & Pl o t t e d Ma r c h 08 , 20 0 0 ALL PLANT MATERIALSHALL BE NURSERY GROWN ONE (|) YEAR MIN. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING. ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MINIMUM REQUIREMENTS. ALL PLANTING AREAS TO RECEIVE 2" FINE BARK MULCH TOPSOIL TO BE PACIFIC TOPSOIL 3-WAY MIX. TOPSOIL DEPTH TO BE 4" IN LAWN AREAS TOPSOIL DEPTH TO BE 6" IN BED AREAS PRIOR TO PLANTING , IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. THOROUGHLY WATER ALL PLANTED AREAS IMMEDIATELY AFTER PLANTING. PLANT MATERIAL TO RECEIVE FORMULA 4.2.2 TRANSPLANTER AS MANUFACTURED BY PACIFIC AGRO. CO. AT THE FOLLONING RATES TREES: & OUNCES EACH SHRUBS: 4+ OUNCES EACH GROUND COVER: 2 OUNCES EACH PLANT MATERIAL TO RECEIVE AGRIFORM PLANT TABLETS 2I-GRAM AT THE FOLLOWING RATES TREES: 4 TABLETS EACH. SHRUBS: 2 TABLETS EACH GROUND COVER: | TABLET EACH. CONTRACTOR TO DETERMINE QUANTITIES OF PLANT MATERIAL. IRRIGATION NOTES: ALL PLANTING AREAS TO BE IRRIGATED W/FULLY AUTOMATED IRRIGATION SYSTEM. SYSTEM TO MEET REQUIREMENTS OF LOCAL CODES MAIN LINE SHALL BE SCH 40 PVC PIPE LATERAL LINES SHALL BE CL200 PVC PIPE LAWN AND SHRUB ZONES SHALL BE SEPARATE LANDSCAPE PLAN PREPARED BY: SCOTT RADFORD. - LANDSCAPE ARCHITECT WASHINGTON LIC. # 688 Clifford Quality Landscapes 2713 W.FORT STREET, SEATTLE, WA 98199 (425) 864-2797 FAX: (206) 685-6570 N AV E N U E NE AB E R D MM: <3 i 2% =, @ 2 | & || a 2‘ FERRARI DESIGN GROUP ARCHITECTS, PS 12277 134TH COURT N.E. SUITE #203 REDMOND, WASHINGTON 98052-2433 425.821.3383 (OFFICE) 425.821.3213 (FAX) ARCHITECT: 4733 \ REGISTERED MS \ ears FRANCIS X. HEFFERNAN, JR STATE OF WASHINGTON i PROJECT: ABERDEEN AVENUE APARTMENTS 917 Aberdeen Avenue NE Renton, Washington 98055 SHEET INFORMATION: LANDSCAPE PLAN OWNER: CAMBRIDGE HOMES NW 12228 NE 112th Place, #A-1 Kirkland, Washington 98033 TENANT: N/A REVISIONS: DELL C: D:\FDGDWG\99\99120.00\ 9120L1.dwg XREF(S): 0:\ FDGDWG\99\99120.00\ 9120XRs.dwg THESE ORAWINGS ARE THE PROPERTY OF FERRARI DESIGN GROUP, P.S. (FOG) AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH PRIOR WRITTEN PERMISSION FROM FDG. © FERRARI DESIGN GROUP ARCHITECTS, PS ~™* 2000 ALL RIGHTS RESERVED. Checked By: F.HEFFERNAN Drawn By: H. YAMAMOTO Date: MARCH 08, 2000 Sheet No.: 1 PRELIMINARY L1 of 1 Job No.: 99120.00 SA-00-040 JU N E 20 0 0 FI E L D B O O K : PA G E . DR A W I N G . NO : GR A D I N G PL A N AB E R D E E N AP A R T M E N T S SI T E FA X (4 2 5 ) 25 1 - 0 6 2 5 EN G I N E E R S TO U M A & LA N D SU R V E Y O R S 66 3 2 SO U T H 19 1 S T PL A C E , SU I T E E- 1 0 2 * KE N T , WA 98 0 3 2 PH O N E (4 2 5 ) 25 1 - 0 6 6 5 E. 4 f# a J yo , (C SIDEYARD S 4 zx 4 ETBACK SEC 8, TWN 25 N, KR Oo E£., WLM. INSTRUMENT: NIKON TOTAL STATION DIM—ATOLG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-070 0 DATE OF SURVEY: JANUARY, 2000 CENTER LINE OF ABERDEEN AVENUE NE N 01°59°17" W @ BENCHMARK: CITY OF RENTON MON #71, TOP 2 1/2” BRASS DISK SET IN CONCRETE MONUMENT11.8° S AND 9° E CF INTERSECTION OF ABERDEEN AVENUE NE AND NE 12TH STREET. ELEVATION = 284.63’ (86.76M) LOT |2 lh , lI GRAPHIC SCALE 20 40 (S) EX.SSMH RIM EL=213.69 80 INV EL=207.64 ( IN FEET ) 1 inch = 20 ft. a Aw, VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 NO T E D SU R V E Y E D : DT DE S I G N E D : OR A M CH E C K E D : AP P R | se r o : DA T E BY RE V I S I O N NO . TOP OF RETAINING RETAINING WALL AT PROPERTY LINE. WALL AT @ 1718.50". HEIGHT VARIES FROM 2'-O" TO 4'-o". SEE DRAWING A3 FOR BUILDING ELEVATIONS. ; = ‘, Sp Vv & \ = Yo e £ 8 g SS ae Mm ‘ nan ? \ \ : /$89°51'00"W ,607.61 \ VL |; SSS SOS eS _—eeeeeaSeeaaSaST_aaaSamaEST_OOOaaSaSeaeeeeee SS TTA a Z. yous au sy Uy f, t aps “ ( hos "9 { / he : |. uu \ ‘|| * : ki Oo < Y viptH -£ J hye ae a | Zz. F TIN | al o WL. {fe i e) Ll 4). ” Li FOL i. ” ra . 6”"ss-Stub (diéd\ity) 4 D i Ah 1 : C3 30’ P : | RETAINING . # 1 Ts (1) o ¢ / / / / WALL, a cee <6 Pa “ / i ‘ / / a rs / / , u ' / e / | ; Le a> / 1 ot a ~ ~ 4" ~ Qa Sa a or x Bs FIRE DEPT. ACCESS & TURN AROUND HAMMER HEAD. 4 ns 2 ney LOT IO i | isd] | ©) —EX.SSMH TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RIM EL=212.15 RECORDED IN VOLUME 34 OF PALTS, PAGE 38, IN KING COUNTY, WASHINGTON; INV EL=202.10 EXCEPT THE NORTH 37.9; FEET THEREOF. OES a IUN 9 7 7000 | SA -00-040 ES 6/22/9f EXPIR 9 00% Ds TS eee SL 6 0 6 iJ O A S 96 EC + G |: S O A Z ( 5+11.46 208.88 25.00’ VC OS ° L 0 2 | -J O A G 96 8 6 + -S O A G C9 LO S GV O | PVI STA = PVI ELEV = D K 5+00 — he 60 ° C 0 C 6° S 6 L FF 200 2 LG ° 9 6 L vS 6 L 4+00 XO N [o > ] “H h GO ' L 6 L re re \ L0 6 1 \ cG ' S G S l vV v s l 5+00 FF 184 00 ' O 8 L vO S l C38, IWN 25 N, pana —— hector - Pd S 2+00 \ oe a! woe ne eer ee O' 9 9 1 1+00 eV S l 220 200 180 160 DATUM ELEV 140.00 34 0 (4 UE B H S | XT O N I G N O D 0 V 31 V I S *a a N 0 u d d Y Yd d v | ai v a . . Ag NO I S I A S Y » "O N FL S Z O 6 LL Sz 9 0 - 1 S z (S z e ) Xv 4 $9 9 0 - 1 S 2 (S Z % ) IN O H S ‘ HO N ! 3N O LO N I IW en e n l 4J O Y d A V M A I M G | S Y Z S I N I O N I V W W N O L : , —s | — : aa i | re OM D " 83 C S / 0 6 T L \ :V 5 A-00-OAO0 g v 0 - 0 0 - V S re SP 1177003 cen. sec. 10 632.28 ESMT>. @ [| * 3: T.23N,, ‘poe: 8 407.28 “C3. ]I20TH 1ST)? 150 o 4 603 $32.28 . i oO 60 Iee& 150 01S ae el e , , ‘eon.se : (622.95) i wi _ g2006 o4B Ac 3 % a hi — — 618.21 (652.24) . $i (cannes) Ge | A w (gar Ac. 0.46Ac. gP-08Ac 040Ac. ony hs: 140 . 2 R a 3073d he — 4 HaR[ A SaI50 ZSSS) B FSTS azz p9gqeee nl Sb !219.42 ==] 20TH SSS ar SSeS ott.2 162.08. 1 api) 1 | i . 150 @: Es (|r /2024 < ; alph Mulvihill 4.81 Ac [ep % t: go 8 9 15042 14460 | S012 150.12 on iil ea =F 20TH aT eats —_ ih @cte.!! 225 3 Sil hs qt Ac. \ ~ ° 31 ils 0-28 ae = ‘ , ny 34) 60 [134m eet 60 =F 23N., R.5E. TT Rai fe 2 = 1: 150.12 = 2 > " 2 3 cd nn bal Be a co Ps ui 6 5 3 ees S: Chas. H. Moore 3.85 Ac. g @) AE are — gebO Ne: ¢ " N © 13407 ® : ie i 32 - a \ 2 > 5 lg all si Sf2sac_ lg + ob 2 @\s PaulA. | g 3 Beal % 3 ° | o Ug @) om + Als mr o 144647 |@ ¢ © < m Peg 5 8 2 31 2 ° <| Me 0.45 A & 2 “8 og & & Caristedt | +t & ¢ af =< 8 B 2 rr] rn | ; gq Us 5 AC. Donald RL a) L ae me i) ) = a rH ~ 7799 | _75 : : . Larsen 4.30 Ac. pes = 7 294A eS. o * eg 8 — Te S G) 2 | 8 ofl ° 2 0.50Ac.8 eh AG. ~ = 30 : xr 140 492.07 a fe a 7) $ @ 3 30 : : 3 ~ 71.05 75 632,07 $294.13 @) | pay pa @ = z 2 fo) , . ale 150 150.12 144.68 | ‘soe > i012 nec 09 ; ; a t , . : . “i e 2 3 +1553] § 3 Vance W. Gribble,etux 239Ac. 3 Henry W. Owens 3.93Ac, (pe ol {| anne ia 4 60 4 = —_ kort Ls . C) 28 a | | 5 . eos 2 ™ Hh George Unzelman 9.18 A 8 3 Francis J. Prummer 2.39Ac. SF Joseph H. Kehl, et “ef 1° “ a a 6 ) C. 32 . gee 9.78 Ac. Eps aly . Py ry 3 fs @ a | | ' 8 5 ._ FS: 631.85 ma . af 26 & 7 26 | & 1 toe en ee ee es afi 270 361.05 1293.70 { ry oY = (i - 7 P OMI ea 1279.10 @) et 4 as - ' Shey 82 Ac. o © 624.85 aD nema t= ~ ‘ . 8 25 . i ‘f Sh Nr) : | ~ ra R fey ° 8 Ik J a {s @) 4 Myrtle Barnett Asewe [een . B. Hooper iss Ac. 5 BY + = : : ; oo g (2) : 270 FS | 4 of ot 9 | ws 925Ac 3 el gens M.Waters 3.32 Ac. ees Pein ser AW —_ Fj f a ne er ee re Co a bed SP 477114 (1yeeB] al fe : $ er Federal Sav.& Loan Assn. 501.63 Br me , 22 I 22 T 330.815 O77 is008 4) WH-==7.0 resent 1237.27 ¢ WwW $P777009 | 0. ato ~S3q. 937.27 $ ; ee @§ ti - SO 160 200 Fs First Western Co. 9.43Ac. 2 Anna L.Owens 10.53 Ac. 3 2 % |. | a OL 2 ot ; ASSESSOR'S PLAT 150.05 3 Bernis Craig z 120.704.3435 a) 3 | B [Opie Ac. aul. Me se ce gla a Ode Ag] = ° 13 20 F 3 3 3 pages) & 12248 2 4.60 Ac. "Ig Charles Lucas 9.32 Ac 3] o 8 = —_— < a s s 3 Ks] > & 9: : 14 9: : 2 al 12263 : 14 @ IE 384 B | O46 AG]. LN | 270.72 rl lo WIBAG, y . [9° : 330.11 oo z H a © 01.82 @ eo 18: © 5 o° ; 4S ° ee —F re 3 8 13536 20 33.42 roy __1292.84 S222 300 ae bal WW v uw % 0.39fAG. et | [lo - : 359.27 aan 2 3| 594.97 (62499) ©) 7 gs a 2 16 7 al ilk 6 * 12407 ® a 3 [<> < : a SE. a (24TH ST. 3 655 po 982.49 134.07 13407 seas =| = sic 2 gir ww : rT 30 60 90 87.47 90 130 , : (2) o27ad jon® 2. ree . tee c) 1.05 Ac g “4 le & a g wile 3 g 3 = 8 S.E 124TH -ravare: | ST. al: \) vo Ne) N PS a ; 2 . ~ () fT. sp) Evert ML Pavers 8 3 Gerald H. Ott ‘ a [Ey t a ee. 1 = wif > 5 a | Sui 5 — , ba oa S ~E ian | Sa = 0.42 Ac @% iy ih ' 2.04 Ac. ft Ps . 0 9.25 Ac. g va 133.73 133.73 Baas sd|SC TS 2. b , ad : 3 30 % 2 | a 30 % Fs | 2 = : = n aa sive 4 | 3 ee 4] Bf INGLWIVAT IDV. 128.08 12404 | _138.04 mr) Bs \ Juli i 133.74 133.74 133.74 133.74 7 Se ee ee spa u ulia Tinsley alin ; i) males : 9 «CS 3 5 1s (CU 3 Ar? ' soll! EAN e ‘f ‘G > SA Jw . vi Vi 4 300 By 3.72 Ac. 2) yh = § oo pe eee nae ey liana — 1653 rr Sd a2 x — , FE 9 8374. 13374" ‘wet 374 tw 3 osafe oa ee go" Jeasenrewr | 7? 631.22 @) Al. 6 - A ¢ ‘ 280 x 3 28 3 ) 12421 is Sy So) Ee aan i 7 : . o s = wm. C pefers al f 24 7 Ww - =| el} 8 _ = =— came = SCALE: 1"=200'. 21 io 4 ao |. ws yk: ! HI Ll ce 21 oO 4 © ea 169A & 256 (24 H. T | 10 -| O |: 7 | 10 oO ; © © als ow jt . c. fs! HN 133.75 133.75 t+ 133.75 i375 w? o 2 By $ By ‘f - 7 iP Ste os Ble oats a wo | (4) 3 % Theodore Mutschler, Ur. 4.98Ac. & Clvde Hol o| [= pibsfe 8 | 9 ~ Sy 819 -« i, 6 5 26 ‘ : 5 © 8 leh 0.174 0.33Ac.| | = 5 yee Rolman 4.54 Ac. | [f } ware 13376 | 60] 13376 13376 __ o}n _ ra —R. GH = 2 71 lg 2433 len 2437 24st L oo [ees ay iE (595.08) pa Lo } [ = . Fray aaa 5 ie or An 258 6T (2) (3) AY 25 : : 6 25 2 6 G6) 7 6) 100 ee | % G. E. Shurt 236A a Loe Ee eae J6525=2=24 a= Sass 215.49zs=2s2at |= 190 F SP 776004 2‘\\l¢ 7 7 ; © $ | - a _- “e 1” osm oa3aF n E _ aEeee ania nel 7 laid lead os ~ "33049 “630.99 Bk : 625 @ Sam Sweet 18.24 Ac. 2 A ‘ zac q =43 e ‘SIe “p28 ozN , Re " ane 33045 "1 14 is ¢ % § te ines)” | FE 5 SP 877012 . 300.50 rf 297.51 TET) 163.75 ¢ R. B. Hooper 19.62 Ac. € | 93 ; 2 eS Soe % Ss) . } i ” 7 a 23 8 % an & Ye o® co ami: en < (2) = g 2 of : “0 rc g Pa oe oN ‘ ©) wa» ie gS 0.39 AC OAT be R a g 3 ws + EE a os > 22 | 5 3 iy Qf) 2671 L@ : + = = + = a) al fils John A gi. = ae i ee . 22icafs} [e}s3 4: 136.22 Be + ; Sl ifiig dohn A. Hayes Sis __ 8 “2 uJ Be = Cc Hy Ss giz On g on 8 ‘la ' : 3 2 f ay vf 1 2.2500. Mh y= a = 8 2 > 10 az AQie Wo e 3 gs c Ee “4 | I C c 3 g 2 a0 13520 wn B ‘: a oO 2 a DD [sp oO : x & aj i eSa [ev | EE 9 z v 5 @ ¢ 2 " c 29) | iS iS) : : : | s) = | % 4 S He ac g 3 ©. a. 3 On ae c: "|S 2 s D> 3 2 2 s A 3 7 3 Ss 0.25 Ag iil - @) seaa0 2 _ /—28 is 20 S tl 20 & If: tt ti ro a rs) 3 b ; c ee O eo a 6 % on (92) | |: SSSSE Teer a se : : - YW”) Cy - 4 pad C7) (Ss) 0) > Na ; 163.60 163.80 : (79) o 5 oy 8 a} Oo S rm) Wy G4 Mia? 1 Ny w fs) 19 : 12 19 F \2 2 a+ FP 2 |e gare aye _ . ®@ as ” 02s Ad} | |e: © a a . . L —_ . 13 — —_— . ~ 5 88 - 13518 ° 6 I n74a) o the > 90 Q 2 OD @ i = 8 =o ce ‘o oO ot " Se c 90 : c & Ss ue ; ST Hes : 2 < =< m= —: O |e a , 8 . 13 18 al S64 ls C = (1) Ts) v - 2% al [eis Francis X.Hayes 2} 22g =2@ ag Za |e ri 0 8 oO 4 wi 0.35 Ac. Pol ss a o 8 o 34 —_ fs Sit | 4 | 2] om as 0.27Ac. 2 ss Cc by 8 ii Bo 2.15 va 3 . ~~ 8 ~w “ R D i T = oe Oo 8 be 4 . ° io x ov ct “ . a Cie —- ¥ or S { 0 bs © - " g = e : = 3 SS a = e I 7 gg |g 4 7 lls a | ne tne Bi * @° @ ca < r UF _ 0.41 Ace i E E 4 5 \ | | 2 é . 4, . W. R.-W. ESMT KS RS — ad LE oO ‘ F a peices bE - ——_ 330.28 - ——-— =~} 60 | E—- - —— 300.27- gn CY) WO \*- — 21925 = g wot| 774 — _ (©) O > a he ~ ©, are @). 4 0) . @) iH @ | J Gal. Sree a Sige ee oon Ppa mag paangg x cur gas SEs ao 1H OQ: Ea ——— = 230.28 - = = Top -120 — 30)3 emtenceneees Hh gene wate wi 16 i AE BS I Pp. ; 16 a = 15 16 [25g [ rn S45 5 Enemas seine S, ERS See 28 TH cere S | See ae eee ee ee ee ee i el r a aaiee = = EE : smcmentiewigataer! yy (etapa oe, St. oe ~ [pop ers TT Beef 300.23 Sas TS See : (F MANIFOLD RD) to ep yo eines one ee es Pee Peer ee | Se ETT 1ORTH aa = : = 12408} 60 || —3e9e tp — oxue L Q $Cd ADs | | = @ "y Renton wie (601.75) cened-caaata (al (iene (601 a \28TH == SS | eee Le 35 5 2 | oy “3 First Sa EN orfpceay (Soosens leml ial ie oO a) al! 400.55 205 7 XT a = —EE Ee z. ip = q t 7 z <o = E i D . pa 3° Fa vt _pot | Se Lauretta bi v.% Loan ie " ) gel & 2 = % a of i , 15 488.01 ms a o2ta Os 23a 8S Mackey 1.90 Ac. mn tte SHS | ' @ 4 . © 0 Ey Hs v5 o~ an con s = iff y |}Y9AC3! AC.Ralph S.Miller} 3 SS] lm 2... | S21as|60 2 . fF a oo * : © e “ 1) ES Ss am = 163Ac. . | © frre’ a | ” Sa 3 3 Q 9 Ac. & : 22 . s | Ig : | _ rm : 59) 50 © ae es sol S | ».|F 2 | q Nels & Gladys Swanson » a) 3] © : _ 130} 85 £0 = + wand Ret - a 60 390.01 | 1$0 iso. 300 | 300.01 4.21 Ac. Ss v 7 9 Pe ig < Zs @ iS 601.75 (600.0!) ae (601.75) (600.01) g < § 3 1 be Sts Ga irs] 2 om 2g = = = ¥I 3 N = Ww » q 3 gS SO) =@) | 2 = S|SP 1075015 |* = 2.30 Ac. = R Louie C. Meissner 4.96Ac 201.80 | i ‘2 | | 2) (2) 2.10Ac. | 2.69 Ac, [3243 m . - 1s 129TH ei ST oes . | ~ Ww ae ¢ ‘ z : 4 Fae is Rola” Re Ey 3 m 4 400.55 9 Cc a o A710 Ac ey Oko | | , } ys 4 g : 5 | : bl we ‘a > 4 Be o "@ *|@ : | 1 e Sn SOOO) fee NY ey 629.43 aoe = 72 12 sie © | y < (599.43 3 : p 62 12923 | Q " Ss ~ oS 188 209.16 138.84 98 a g —_ 0. a a 3 e “ a 2 c ise] d . . - ate 1S — ; 3 L. C. Meissner 4.94 Ac. is gl2) g re _ im = 4 rst Ne Pa 41.27 300.7 Fay 2 c aad 7 Ac. @ 250 Ks ba o Lv i] — 2 _ - = - 130} Bi pled | PS (S.£. (31ST ST.) ESMT. = Ils (3) L 0.67 AcE = ai 4 601.75 (598.85) = in 175 Oss Teo “ “150 | 408.85 (554.85) @ rd fe SP. 88105D - sf}. 3 > 235 467 Ac. Gy * (1) Pe bs 683 2 iS) 4) ane, 300.8 0 : $ ta A $98 72 . 4986 0 P= + lO ear oe — 215 7 5 " i, Fidel ry ” ‘ , sMr ORAINEL = oo 3 a 4 Ak . o | . is 3 SP. “a ‘ cour | i : 4 aq 5 | | ee q =| ul 8 _ p @ |. B@ Po -@ g 5: fo] Alden See, Jr. ° (7p) a | pa (79) 600.64 9) ee | mi i & |e s a 6 a7 | BAT Hey) a 9 a Ry o|! Hl w. S.P 488038 138A 8} IS | po 2 EDARGR 3 14 [5 | 6 |r. a qe s+-—f Et all 2503 wt ve 60 : ea f Se es 5 a Bal [ 23 #2 Ke 15048 190 135 wx Baj 266.8% it. ; . | (601.75) | rm OVE PA RK ) AV. | ki $ ; ” be bel f] 22 Age 8 “ 2 = en i} 6o'L2 iso 45175 60 yk B | sO Pe 73) SMT. B10 = : 0 66.17 [> 85.7 85.7 ‘| «507 Je : Re, pa ! wh 125 6 Sconces 3 3 N) st = $S.E IZ2ND 5 KC ‘ Pa) 6 ! Bhs FE ap i) mT 7 a 5 en Kaa 3 Gd _—* ST. (CENTRAL AV bcd ~ 658.17 7 @) 5 ' ‘ jo 20 i ~ 601.75 (598.27) Se, 300.D78 Tl 150.42 t ] joaar ~ — , ——- E.) S t 658.18 . Se) 8330 | wo77 |} 135 | 9739 giz J A) re 601.75 fe prs 7 ren ; (601.75) 0087 et . , _ 8 3 ; ° 2 3 | 4 5 6 7 2 8 3 rm a = BLA Soaks iS 79 | Wg | 2 4 eas) a S.E. a132ND ST. 3 on yet ° a als el ae | * m > 4 3) | S| fo — , . ’ . ci) 15 125 ao mitten a a ef po = 25 ” 4 = 132 “| e re) | chy S Ii- - . | Kis ia i é E D _ : = = = i= 3 @F St m4 Fi ol! 12 tek 10 | 9 LOAM | a ACR oH T a wn 2 % a : c A a S 3 a a race kX IP UGET : : : * TRACTS: -----4 : CEOAIR 4 CREST) ESTATE SS cx > . 2 @ po | ‘ = A ax t § 4 4 5 | 6 ? 8 9 o | u-| wz] B 2 z 5 f é = e. c 0 | ' 2 3 | “| pan A He TT eS 8312 aac @e r [2 3 = a: xp] : m3] 3 Abio = a sl 2 13 ‘eo 13 Toe tt es ~ = = ’ ; aN Fe} ° = o af «7 18. 300.875 150. , a lois Ne = = = 3 s R ¢ “ 8 lz _ (593.1) = W650 enn E $38 | _180.637 - a 209.87 —s ee 1 Tlg9 °.68 99 2Woie L ‘iL ig 2B RO O2BK & %, ° % . : “Te “oy ps S =8 Bed) ® 2 gl Zhe: ‘3 Hy SE SSRD SOT tee ge = x qj afte 1 3] 8 : un DW _ Se sp ea 8 Se SE. I33RD ST. na I fal : “o a aarrss9 < pn 2 74 RB 439 NS 64 WAI 3.82 2 oi | 28 | fe = , i SP379OS| F |e _ 2 a 3 ehh RCEL 8 KB 8 , F : z g 120 le 481.15 pa ae er i hee a Pe S 8 7 s L. AEN, g 3 5 pe E 3 ~T0" é * o 7555 13841 er was | ness 4 3 207 - 3 D g TOSd att 13.83 \ a = ssf] v4 rs rs S.P 678063-R 3. = = = 3 2 . 601.75 : - 7 . (1) | (2) a 3 _q{ Z . : 2 Oo , 8 Cat : te, 5 (591.4) (597.11) ; (597.12) : g | oe) ° si ° a a 8 > 249.97 ‘88 a ° a i <t 3 woe 2 $ . 40 re - ot 2 Ju & - —— Si a 29 ia a bs 13 e fe Lloyd Young 4.06 Ac of 2240. @) & . Ps) ~ . . 4 27S t ls ps a] o In ¢ ) J " o* at 1247.82 @) 22Ac GOE % 0 oA pz F L sod : : 3 2 ov \ K pool a be rX he} k 49 »S four e. IS5TH ST. 8 (589.7) . { = T"(596.53) 2 (596.54) : 4 ; * 4 = rd - op » wz %6 3 a 1 i .é = Arthur Zengrell 9.01 Ac. 2 8 i nv 4 o i] sihy lé py wn J ys dF # g g | si ° r 50 51 / 52 / 53 | 54 | 55 md Fit _ E ~ ca : bo Ba at aa pat yest EB ae i a 7 | na : : ‘ ; Oa) “ 1 Py o Pe) wl | 63 | 6 | 6 | 6o | 89 | 58 | 57} L al 1 “yl” a _— 1247.34 2 e & 3 & x oO < . (4) (3) (2) cn 156 “4 ft — ner) : «las a = g e ns 5 2 = -m 2 17 95. iad i tC na ~~ wn LHORSE oy 3 S : ST asia = fouls Se AainE @ oe , {2h SP 4eai06 ° * & Lb ame : a) 327.6 : ~ . SOUTH : : ; oe : % Bee oa) a: tees an 10° “sae “Tt is eT ST? | wor 3 655.56 | ESMT. 3 655.55 1s ae F $60.91 _ 660.81 © 1% SE os 274,25 10 ELETRICAL. £54'T. 274 25... —__}|.-__._ 27416 —-. 54 Ac G5) | 130 130147 lee « |: 7 " < oa I36TH ST _CEN SE! Os | (3 : r= RADIO - 593.68 (600.00) 60 00s SI En : , w TRANSMITTER = o ?) fe ie ty a 90) 2 ees 8 a | sis 8 : “ ? be a ca reBQ | ES ; 4. | C @ A ake : B (as) 612] © "| 5 3 gs] c . “ (2) (1) RL EE x, 3 9 ¢ et 133 Albert S. Balch a 2 nef] “| PL ____1 8. 480935 373.87 2 3 — yee r ~e (i) * = J? 3 a. wp T T ie | R = ew 3573 s@ He 4 1.63 Ac. o : a % a | | | “ 6 ngld $6 hd (ve) r uy aoene* 4 54 od ooo 328.35 oN, 1! a a B= _q l | 5 oa | 3 8 R # ss ney 1 at 6 Albert S. Balch 10.21 Ac. 2 = | es me in5.2 Sey R Ea 0.43 fd S| |) ad i 593.95 (600.10) 4 2 S.E s7Th ST as ) : “4 & L - ne ‘ ae e* (2) bs he Ww 2 ‘ r 593.95 (600.10) x 3 Se i (A) | oe Re is s (4) sie! 4 n 3 tr “: 3 Syg$ S.P 28003! an oO ° zt a th off ‘Bei _ s fe) ca iS = Ps 7p] a} 65.11 tS CB) rm Dal a = woh fe a Oa) ™ ~~ = ete tal x © 1 ia = ~ va a | te 8 “ . z - é el ees eee ~p————— —he] g (3) |SP. 880059R|SP 574002 (2) *F few c % 4 ae aa | fe © ns coat 165710 J 165.69 165692 328.72 S) S|, 30 ” a re a |: 662 782 é oo ra) am 328.72 an 2 of] ee sobs) ep - ~ 2783 ei 594.25 (599.40) an Pg eine, i na g Sparkman & McLean Co. gig ve) a wr) o CARIN FREE — 4 be 5 ES = 3) esr. w ce, 62780 - ES . [oe } $3 (2) . ee) a eS DAES & OTH ESM =a psp PL 3 : He = . " * “ 87 [~ ——— > S.P$89S0023 2 s pow ao : Ey ; wo} fi. [o) ¢{: goat 138TH PL ‘3 . 297.2 2972 S| ; in 7 D.a 7) ’ ; , . Z a a 2 (2) bee : 8 2 4% . %0 — 4. Le 43 * r a) 3 “| 38 » | t2@l pdm walon | wel to e@ | | | pO a aa way “ace — — = aH . 3 124 $ loa = eh (— —_]3 First Western Co. 10.17 Ac. z SP. 883036 Q F — y 8 3 x R H i L a $ > 1 Ci a D A R 3% R | V E R nae who es pa of 3 | 2 | a | 6 | 7 | | lo | 30 wil 2g | — : ke j 594.55 (599.14) : aks uJ $ ll aA g® 2 3 q g - oy, : rs J. R. Butler 5.08 Ac. | 23a... 329.27 ie m4 al y {2 a) |S bal s 5 E ‘ PL ; 148,06, 42.13 90 " « u » 90 4 a By Pe) Be , et $ 8 ¢ $ pal I Bal [2 S.E. 39TH 4¢ PL. | SE. (39TH PL. ee Aneeeeeas2 S} o |e Be ab ply 7) f 7K) » “of 168.52 tos tN ITY) F) - . 7 4 ~] 72 |-+ofe) rt 3 J a “ " " 6 : | a uw |= us| : o v 66e] 47 3 uJ = us = ; = = - = — 430 ub 128 > | V FE S| > |e “| > 8 (SE. 140TH ST.) 658.91 ESMT. 3 3 g| a | ” a m a at oo A40TH ST. 2 4 Ys. e 65 48 x = | E = Gu 2_ 93.12 By 19.56 p20] 94. Be 45 : £2) 39 a . Oe 60 fun Sone } £598.08) 60 f- 594.86 @9(598.09) 7 2 ao ui fF 64 49 3 ' &: | 7 se | mY a t — © 4 1 - 4 9-E. GOTH 6” 126 e | yo]: ean 0 22 “” july cae ae a7. 8 ih | a| 2 (8 | fh 7 : 6 | 50 4. : m nk al x le : otis, jo, 3 & % se | TE os 1 fy 3] x in ‘ = 35 36 37 38 =| 28 : Q le-— wl 125 =~ |e tu |: ¢ 5 wv a — — — — _]| ne : pe | S hi 21 _Be se mab : al 2 are BO BNO =1°"6 : 5 eee) aoe ey N a | a) ne [e ~ fae5 we Be Tw. & WFir. : i) OO ee : 15 61 ad or. 52 : ui 34 a 33 32 3t 30 | 29 a wo ° | T R A G T S | #003 si 2 | : rca einem oem q z{ op { : | 5 . % . <r} 60 53 : 2 SE I4OTH oa se 595.16 (597.45) t 235.16 | 150 Fl ‘60 3 te PmsrT ; H PL. Z | 239.43 ra 595.16 (597.45) = iA Fo Oe ee |e a as g , () ]. | : 140.03 3 + | 59 | 54 iki, 8 als a t 7 - 8 el Ki: ~ oF, 48 r | (2) | bl) |e et ale: tr 9 iO fu 12 13 14 ¥ in ; ag 2 140 2 e 58 55 se} 7 tt to 8 % . ca ae 0 | ” i 25.8) |: ) ies 1 He an a (3) * 6 | 33 Nad ge oa} [: SP976026R ; a a ff a 7 us & 5 4 3 ne | £ > S ls fs “fe 05 re akg EYP X a “8 et gst » Ste GO A, : ifs | | SPI78080 2 2 103.59 wae, Jp 4 ‘22 Pe S a 4s wo {8 (4) S | 2 2 $ aoe, I42ND “y ‘Ws nc A ui | - eB duik ed 8 so > |3 3 i rs oes f3 1 FY Ig ny * 8 36 sh » \ 2 4 sx 3 1§ | 2 ri : % M2 {> : ps | ‘| * 5 | 6 7 ‘E9 a — jf aan nave © bi Regt A. pee 4a ; | rs 141 a . 2 cr sc. eed) '8 L 2 e io a1 sl 202 - c) NO 120 | > : sPINESs: ° $ S.E. 3 120.98 | we J r I? 20 | uf 35 2 Go) q ul 2 a an 4 & BD? a Ki faq| 10 3 — 14| 3 Ae 136.05 Wo 42ND PL. 47 wo wise ‘eas wo - Jel TRACT A 3 —_—_ 7 _ 138.03 138.03 a oy 3 M ; f D | "cor si ff tp < ; 140 l6 ‘46.04 3 <q 3 a ao 50 as Pp Lis E W O 0 : 34 3 Q A , 6: oa OPEN AREA 22 » 2 - g - 13 4 F 138.02 13802 iza'ka 3 3 $y = $41.97 4693 -j cae ‘e q AMAT oy t « i ° @ 5 3 % : as a Pa] 109: 5 fy S537 Mw 38 02 38 | F A : 8 6 vane C] . a a | 5B: 3 a be ANS an | G I ; a 23 m4 y NX 12 15 ‘ 136.02 0 ° . \ 6if= a ; -3 138.01 138.01 a : 2§ 8 Res Ie © ' 2 ES t 4 a HC , 8 agg uJ IZ O * | 4 = : t Y . * ee Oa ale 7 1380! 138.01 x $ 93 a p a_i hal = 3 = 7 x PA, w & - [aang po 4 A = iy es T bs om W = 18 |g '3 4 138 138 TI3s 317 Ps kee SE. & Y_ 20 asp fF 13 | i fost 3 ' = ~ 138 tT L. i43 RD PL ry 141.46 . 5 i = 19.0 344 2 29 | 28 | 27g 26M < es a280 | Sar > x t2 {———— a 3 ene 30 t! ~ ° s|° oe ‘Soy 1 om 30 Bh k° | OW V. = er ee ee s a tos SE. 143RD PL. 4 | | au : » 33 = 1 - » 3 . (26 126 = se . . " 88 USt : a) ‘| 3 7 Ff 3096 | 51.48 © 3 . 148 4 uj | en A a 2 & 3 3 2 ~ 2 i 2 K 180 22a . oe mre ome —ST css gis i vreag__% 27 sl a 84 “| 2 *° bade 29 21m — cme eemmm ¢ ahlen's eomnlitf é O34, i : * a 3 24 25 26 27 : ; 60 Fa Tames LASS, cert tenho « . Vf Y ¢ arse) — ts. 1. yi eo, 42 |e ee es ee ee ee es ee alt wo | 8. vor. ; aN ates “—. TL » Ieee , oo con wee BOERS = z SPeN ae 144TH ee ST te ” NONE 3 2 a 1 F JU N E 20 0 0 FI E L D B O O K : PA G E : DR A W I N G NO : CU T T I N G PL A N AB E R D E E N AP A R T M E N T S TR E E . dé LA N D SU R V E Y O R S FA X (4 2 5 ) 25 1 - 0 6 2 5 66 3 2 SO U T H 19 1 S T PL A C E , SU I T E E- 1 0 2 * KE N T , WA 98 0 3 2 PH O N E (4 2 5 ) 25 1 - 0 6 6 5 TE . TO U M A EN G I N E E R S | hare W.M. a r-C 8, IWN 235 ,N, ‘9 INSTRUMENT: NIKON TOTAL STATION DIM—ATOLG (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAG 232-1.20—070 0 GRAPHIC SCALE (9) 10 20 40 DATE OF SURVEY: JANUARY, 2000 CENTER LINE OF ABERDEEN AVENUE NE N 01°59°17" W ( IN FEET ) 1 inch = 20 ft. BENCHMARK: CITY OF RENTON MON #71, TOP 2 1/2° BRASS DISK SET IN CONCRETE MONUMENT11.8’ S AND 9° E OF INTERSECTION OF ABERDEEN AVENUE NE AND NE 12TH STREET. ELEVATION = 284.63’ (86.76M) VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 NO T E D ON E IN C H WF NO T ON E IN C H SC A L E AC C O R D I N G L Y [at Fu n sc a | D T M T D T M T DE S I G N E D : OR A W N : CH E C K E D : AP P R | Pr o v e n : DA T E B Y RE V I S I O N 80 Se g 30 24"M S89°51'00"W 607.61" \ \ A i = \ f3.s — | : “a aie sis me — ~~ —_— — halt. "it & A: 7% \ fa3 | eS a! Lu " . <0 Oo Z \ 18” ALD =” (— Es | © ~ = a = 3 | i ft o > } Fe : , oO 4 & \S ce Ply 8 oO 12"M K t. O, vl Ss ‘f \ e i 10"M A > ” ’ ! x 30’ “Vy S89°51'00"W 590.83 a i NO CONSTRUCTION THIS AREA VICINITY OF CONSTRUCTION THIS AREA ! < bd i NOTE: ALL TREES IN THE VICINITY OF TREE LEGEND CONSTRUCTION TO BE REMOVED. ta3 MAPLE \ ALDER 2 eae a me = | 1 OY LOT IO | ie EVERGREEN ! ! GB OAPPLE e | | | | AB E R D E E N AV E N U E NE NO . LEGAL DESCRIP TION TRACT 11 OF HARRIES GARDEN HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 34 OF PALTS, PAGE 38, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 37.5 FEET THEREOF. SA-00-040 CITY OF RENTON RECEIVED JAN 07 BUILDING DIVISION SS IE se ee OWN WOM ES re kil REN TOON, WARS Rt oR et ees EXISTING | CEDAR TREES; 25'@ DRIP LINE 40% SLOPE 40'6 DRIP ~— %, \ \ \ z 607.72, FEET \1 | 7 ee t So L % | ry AE ee Be ME AE at ds RS eee oe t << E (1 Seer LEBEL A 3 | \l Ss ok wae y | \ 7 on / 7 7] l i Bh = | | & | ae BY ai a eee = f / 7 _ / A | ‘ il of ! w 1S a ee ee a ieee o 2 ae . or { ! ‘ : Ey 3 BROPERIV-LNe [Verte ANCLES ——* —Sooroa- EET Tes ae ee eee ne ee ee ee ee Lae | ] | [i \ ya. g 3 i ; i o§ ADUACENT hte” Los i H NATIVE GROWTH RETENTION AREA SCALE: 1"=30’ GENERAL Zc SITE STATISTICS: OWNER/DEVELOPER: R € f LAND, INC. 1494 UBC OCCUPANCIES: R-3 -DUPLEXES SITE AREA: 0.264 ACRES (@ 43560 SF. PER ACRE) = 31617 SF. llOIT 34th PLACE NE. U -GARAGES ¢ SITE ELEMENTS 0.366 ACRES UNDISTURBED = 15,435 SF. KIRKLAND, WA 48033 0.448 NET BUILDABLE ACRES = 21682 SF. UBC CONSTRUCTION: R-3 OCCUPANCY BUILDINGS ARE (2-1/2) STORY TYPE V, NON-RATED DEVELOPMENT DENSITY: 20 UNITS PER ACRE = 11.28 DWELLING UNITS PROJECT ADDRESS: pn, anita aa CONSTRUCTION THROUGHOUT WITH I-HOUR SEPARATION BETWEEN DWELLINGS. FOR NET IO UNITS ALLOWABLE . NFPA I3-R SPRINKLER SYSTEMS ARE PROVIDED PER CITY OF RENTON ORDINANCE. ZONING DESIGNATION: RESIDENTIAL MULTI-FAMILY INFILL (RM-1) ee ee ee prem ph mabe eis heen - U OCCUPANCY BUILDINGS ARE TYPE V, NON-RATED CONSTRUCTION ARAGE (STAND ALLS 2 CODES: 1447 UNIFORM BUILDING CODE . ee GARAGE (COMPACT) STALLS & 1444 UNIFORM FIRE CODE 1441 UNIFORM PLUMBING CODE BUILDING HEIGHTS: ALLOWABLE TOTAL STALLS: Iq 1444 WA. STATE ENERGY CODE, 2ND ED. (JUNE 1445) TYPE |: 21/29. 21ES / 45'. "+ 10' pitched root bonus) WA. STATE VENTILATION AND INDOOR AIR QUALITY CODE; PROPOSED SITE DEVELOPMENT: BUILDINGS - 6212 SF. (I6.1%) nas oe 2, CODE : Lon PARKING ¢ DRIVEWAY - 1425 SF. (14.1%) a aera SIDEWALK 138B SF. (3.1%) PERMIT NUMBER: x LANDSCAPING 6541 SF. (115%) TOTAL: 21682 SF. (51.6%) ] [ ] | ] [ ] I 5), 00 -040