Loading...
HomeMy WebLinkAboutLUA99-153- large format LOT LINE ADJUSTMENT oe A PORTION OF THE SW 1/4 OF SECTION 17, THE NE 1/4 OF SECTION 19, AND THE NW 1/4 OF SECTION 20 ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ALL THOSE PORTIONS OF BLOCKS 1 AND 2, INCLUDING THE UNNUMBERED TRACTS Wik, UNDERSIGNED CORPORATION DECLARES THAT THIS LOT LINE ADJUSTMENT IS MADE ADJOINING THE LOTS IN BLOCK 1 OF WALSWORTH’S FIRST ADDITION TO RENTON. : WITH ITS FREE WILL AND CONSENT AND IS THE GRAPHIC DEPICTION OF ITS WISHES TO ADJUST ACCORDING TO THE PLAT RECORDED IN VOLUME 6 OF PLATS AT PAGE(S) 23, IN KING THE PROPERTY LINES AS SHOWN HEREON, AND DECLARES THAT IT IS THE FEE SIMPLE OWNER COUNTY, WASHINGTON, LYING SOUTHERLY OF SOUTH GRADY WAY AND NORTHEASTERLY OF THE LANDS SHOWN HEREON, OF TALBOT ROAD SOUTH; TOGETHER WITH THOSE PORTIONS OF BURNETT AVENUE SOUTH AND SOUTH 8TH AVENUE PUGET WESTERN, INC. VACATED BY CITY OF RENTON ORDINANCE NO. 2850, WHICH ATTACHED THERETO BY A WASHINGTON CORPORATION OPERATION OF LAW; TOGETHER WITH REVISED PARCELS "B AND D” OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA~98-164—LLA AS RECORDED UNDER RECORDING NO. 9812109014, IN KING COUNTY, LEA WASHINGTON. R. B. BOYD yey, TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST PRESIDENT sion at QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, a :s WASHINGTON, LYING EASTERLY OF TALBOT ROAD SOUTH AND LYING NORTHERLY OF 7 ROTARY t: PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED Lo RECORDED UNDER RECORDING NO. 5754046. ACKNOWLEDGMENT PUBLIC Ate STATE OF WASHINGTON _ ) GO EASEMENTS AND RESTRICTIONS Maun COUNTY OF KING ) FIRST AMERICAN NO. 502122—9K | ony THAT | KNOW OR HAVE SATISFACTORY EVIDENCE THAT R. B. BOYD IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED 1. NOT APPLICABLE TO BE SHOWN ON SURVEY. THAT. He SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED UTE THE INSTRUMENT AND ACKNOWLEDGED IT AS TH 2. THIS PROPERTY IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS PUGET WESTERN, INC., TO BE THE FREE AND VOLUNTARY ACT “OF SUCH PARTY AND FILLS FOR J.F. BENSON ROAD AS RECORDED UNDER RECORDING NO. 2827715, FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT RECORDS OF KING COUNTY, WASHINGTON. n+ : 3. THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF CERTAIN RIGHTS AND THE NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT Choral Fen RIGHTS OF ACCESS AS RECORDED UNDER RECORDING NO. 4924770, RECORDS OF KING iS COUNTY, WASHINGTON. le : PRINTED NAME Ste $9" A). Bes da ey’ APPOINTMENT EXPIRES Be Laff -2002 x 4. THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF CERTAIN RIGHTS AND THE © RIGHTS OF ACCESS AS RECORDED UNDER RECORDING NO. 5732439, RECORDS OF KING paTeD _s/ $e le, 2 COUNTY, WASHINGTON. f E 5. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF CONDEMNATION OF 7 ACCESS AND RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS AS ul CONDEMNED IN SUPERIOR COURT CAUSE NO. 761065. APPROVALS f re) 6. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SANITARY SEWER 8 EASEMENT AS RECORDED UNDER RECORDING NO. 5937434, RECORDS OF KING EXAMINED AND APPROVED THIS _@_ DAY OF febvanves , 200%) COUNTY, WASHINGTON. Mel Wally 8 oe) 7. THIS PROPERTY IS SUBJECT TO THE TERMS, COVENANTS, CONDITIONS AND é ° RESTRICTIONS CONTAINED IN LOT LINE ADJUSTMENT AS RECORDED UNDER CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS e RECORDING NO. 9812109014, RECORDS OF KING COUNTY, WASHINGTON. 3 N Ss 8. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A SERIES OF TY 3 EASEMENTS TO PUGET SOUND ENERGY, INC. AS RECORDED UNDER RECORDING NO. KING COUN DEP ARTMENT OF ASSESSMENTS < 9812171951, RECORDS OF KING COUNTY, WASHINGTON, = EXAMINED AND APPROVED THIS DAY OF , 2000 3 9. THIS PROPERTY IS SUBJECT TO THE RELINQUISHMENT OF CERTAIN RIGHTS AND THE — € RIGHTS OF ACCESS AS RECORDED UNDER RECORDING NO. 5754046, RECORDS OF KING isd COUNTY, WASHINGTON. 3 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR a 10. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A PACIFIC NORTHWEST BELL TELEPHONE EASEMENT AS RECORDED UNDER RECORDING NO. ACCOUNT NUMBER 7205170497, RECORDS OF KING COUNTY, WASHINGTON. 11. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A WATER LINE EASEMENT AS RECORDED UNDER RECORDING NO. 7405290484, RECORDS OF KING COUNTY, WASHINGTON. 12. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RESTRICTIVE COVENANT AS RECORDED UNDER RECORDING NO. 20000125001281, RECORDS OF KING COUNTY, WASHINGTON. 13. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RESTRICTIVE COVENANT AS RECORDED UNDER RECORDING NO. 20000125001282, RECORDS OF KING ™ oy xe a COUNTY, WASHINGTON. a va FAR 14. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF A RESTRICTIVE COVENANT AS RECORDED UNDER RECORDING NO. 20000125001283, RECORDS OF KING COUNTY, WASHINGTON. Fi l e : P: \ S D S K P R O J \ 66 8 7 \s u r v e y \ 7 7 2 5 b l a 0 1 .d w a Lp A-74 -153 LS LT : , TS eT, A aes RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: || { y GHAY 18215 72ND AVENUE souTH | {oN ®” sre SW 1/4 SEC, 17, NE 1/4 SEC. 19, NW 1/4 SEC. 20 Recording No. This map correctly represents a survey made by me or under my \ Z e AY DATE TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SHT fied tor awd tis day: 200. at__: direction in conformagé®\with the requirements of the Survey Recording N Z KENT, WA 98032 11/29/00] | SURVEY FOR We ea of Surveys at page at the request of | | Act at the request ERN, INC. in NOVEMBER 2000. N Q y 4 (425)251-6222 SCE ae on rg hed ee 1 Barghausen Consulting Engineers, Inc. j y 5 (425)251 —8782 FAX CHECKED BY: RWG SUITE 300 i : E Eee BELLEVUE, WA 98005 OF SAIN | Soprlol | 7 \ ; ~ CIVIL ENGINEERING, LAND PLANNING, ‘ » PLS. Z N < : Ou K Manager Superintendent of Records eae onan Genes 05718/01 _X ik Sara aes pace Load | Woman CITY OF RENTON KING COUNTY wal] 4 My AWNAAAAAAAAAAAAAY, VIISSSSPSISEES LSS °o 400 SCALE 1" = 200’ SURVEYOR'S NOTES 1. THE BEARINGS SHOWN HEREON REFER TO NAD 1983/91 AND ARE BASED ON CITY OF RENTON CONTROL POINTS 60 AND 418. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NO. 502122—9K, DATED NOVEMBER 21, 2000. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN SUBDIVISION GUARANTEE. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON FIRST AMERICAN’S REPRESENTATIONS OF THE TITLE’S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAP’S ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 4. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA 5° ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT HAS BEEN CALIBRATED AT AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. S. THE PROPERTY HEREIN SURVEYED ABUTTING J. F. BENSON ROAD IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS AS GRANTED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 2827715. THERE WAS NO SPECIFIC ROUTE OR LOCATION WHERE THESE SLOPE RIGHTS WERE TO AFFECT THE PROPERTY WITHIN THE RECORDED INSTRUMENT AND THEREFORE CONSTITUTES AN UNPLOTTABLE BLANKET EASEMENT. THE ONLY EVIDENCE FOUND FOR THE LOCATION OF J. F. BENSON ROAD WAS THE KING COUNTY SURVEYOR’S FIELD NOTES FROM 1924 WHEN THE ROAD WAS LAID OUT FOR SURVEY NO. 1009-D. THOSE NOTES STATED THAT BRASS PLUGS WERE SET IN THE CONCRETE ROAD SURFACE (PRESUMABLY AFTER THE ROAD CONSTRUCTION). TWO OF THESE PLUGS WERE FOUND DURING OUR FIELD SURVEY, ONE AT STATION 20+42.12 AND ONE AT STATION 35+90.00. THE FIELD POSITIONS WERE WITHIN 0.3 FEET OF THEIR THEORETICAL COMPUTED POSITIONS FROM THE 1924 FIELD NOTES. THESE MONUMENTS WERE USED TO ESTABLISH THE ROAD RIGHT—OF—WAY OF 30 FEET ON EACH SIDE OF THE CENTERLINE. IN SEPTEMBER 1957, THE RIGHT—OF—WAY PLANS FOR SR-405 WERE APPROVED. IN THE VICINITY OF WHERE THE EXISTING PAVING FOR BENSON ROAD ENCROACHES THE MOST ONTO THE PROPERTY HEREIN SURVEYED, THE RIGHT—OF—WAY FOR THE NEW INTERSTATE WAS TO MATCH THE EASTERLY RIGHT—OF—WAY OF THE BENSON ROAD. FIELD INSPECTION SHOWS THAT THE TOE OF THE SLOPE FOR THE FILL FOR SR-405'IS WITHIN 2 FEET OF THE WESTERLY EDGE OF THE OLD CONCRETE SURFACE OF THE BENSON ROAD. IT MAY BE THAT DURING THE CONSTRUCTION OF SR—405, IT WAS DETERMINED THAT THE TOE OF THE FILL WAS TOO CLOSE TO THE TRAVELED WAY OF BENSON ROAD AND THAT THE ROAD WAS REALIGNED TO ITS PRESENT POSITION FOR THAT SAFETY CONCERN. APPARENTLY, NO ADDITIONAL RIGHTS WERE ACQUIRED FROM PUGET SOUND POWER & LIGHT COMPANY FOR THE CONSTRUCTED ROAD REALIGNMENT. LOT LINE ADJUSTMENT A PORTION OF THE SW 1/4 OF SECTION 17, THE NE 1/4 OF SECTION 19, AND THE NW 1/4 OF SECTION 20 ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. CITY OF RENTON, KING COUNTY, WASHINGTON ( i] WESLSLISESSESLE SE kX WY SNOON\\ i} ) , y) 4 Y Y Z Z Z Z Z Z Z Y y Z 4 N N N N N N \) \ expires 05/18/01 y \ IW SSSSSSSSOSS SSS S777 77 ) “S te r i a : MA I N AV E N U E SO U T H DBSTING PARCEL C NOT A PART REVIGED PARCEL 3 SECTION LINE f. rs —— _ — _ _ _ _ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251—8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES I, DRAWN BY BY SRF ATI PATE 41/29/00 SCALE: 1” = 2001 CHECKED BY: RWG LUA-99-153-LLA LND-30-0199 LLA-F9-153 [INDEX DATA ' SW 1/4 SEC. 17, NE 1/4 SEC. 19, NW 1/4 SEC. 20 TOWNSHIP 23 NORTH, RANGE 6 EAST, W.M. JOB NO.: 7725 PROJECT NO.: SURVEY FOR OPUS NORTHWEST, L.L.C. 915 118th AVENUE S.E. SUITE 300 BELLEVUE, WA 98005 ———— CITY OF RENTON KING COUNTY WA 10 0 St e p h e n Xr e f s : 1 12 / 1 8 / 2 0 0 0 08 : 0 4 Sc a l e : Da t e / T i m e : Fi l e : P: \ S D S K P R O J \ 6 6 8 7 \ s u r v e y \ 7 7 2 5 b l a 0 2 . d w q SAT 2 OF LND-30-0199 A PORTION OF THE SW 1/4 OF SECTION 17, THE CURVE TABLE CURVE | LENGTH | RADIUS DELTA nero aon NE 1/4 OF SECTION 19, AND THE NW 1/4 OF SECTION 20 Lente [Ae [<A cone 10797) ~ i eit ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C2| 86.75] 1809.86] _02°44'46" reer C3] 121.74] 1144.93 06°05'31" —____ CITY OF RENTON, KING COUNTY, WASHINGTON cst 1a 74 144.931 0605/31" N=175555.93 ees C5 NOT USED E=1301371.95 _ C6] 169.53] 199.18 48°46'00" MAIN AVENUE SOUTH ie C7 88.53} 447.46 11°20'08" Z ? = 2 ca] 110.36] 447.46 14°07°52” ere saa bead aE ies a ~ C9} 96.46] 924.93 05°58'31”" Lee ae - eesti eteiee oe : fe ser ete & : ee C10] _120.91| 1809.86 03°49°40" 76.64. 8 5 OP2G 24" W 296.92"~~~~ Os ecer'a i C11] 130.70] 1759.86 04°15'19" ae & eS C12| 69.59] _ 45.00 88°36'19" SN]. S Oree 24" W 286.8T ag 2 a a} © Bos LINE TABLE & y S| Bd kone LINE | BEARING LENGTH or e Se xt Li] _$89°59'34"E 57.00 ss at C8) fg L2| _N32°46'32"W 30.00 tal S24 tool bs L3|__ $00°57'24"W 15.49 FONTS L4]_$71°34'26"W 80.66 2 r L5|_N65"13'37"W 20.00 “| fey i6| _nsor14'24"E| 81.60 95.14" L8}__$50°14'24"W 27.49 S 0f27'57" we--~* *. L9|_$24°46'23"W 82.96 3 ré : L10| _N88°55'00"E 53.37 k- M9.0P os. . 254’ \ iy L11] _N68°46'27°W 50.00 INS 027'57 Wo Bk baa na } Se L12] _N31°29'18"E 27.44 SS 0087'S” W “Ne \ L13| _N89°59'34"W 10.78 / ‘Ss ee L14] N87°20°45"W 59.19 \ 2, EXISTING LOT LINE NX TO BE ADJUSTED 49> \s &, % o. mn oa Ne ¢ LOT LINE ¥ = 7 we N=174142.49 ae SOY 6 £=1300821.59 ~ een. ye ol XISTING LOT UNE = «s a oe Y g TO BE ADJUSTED \t c wo ® Bu ‘o is 8 \Y A S wo ~N = “Ge Q ad \ iI 1 SS: oo] a \ = ' Oo <5 2| = \ .. cantare tet ge FOUND MON. IN CASE ! oy XISTING LOT LINE > H ri. \ 2 fo eete “>>... (VISITED 7/92) > © BE ADJUSTED 295 3! \ of foe L= BF12 13" ~s, I\ 474 20 SECTION LINE Som f \ er R = 62.00 *s. ss ia mis iss Ge ce See ces eens ele weg ie Sn, wes wees ee EXISTING LOT LINE | *% > lg L = 90.04’ “iy ' whi / ae = > ITO BE ADJUSTED | Ye / Da . ccoataele Ll &, 6 ve a , ned tae) \ ° : , ie) / o's \ 72.48" REVISED PARCEL |4 Sy, ao” a \ a N f io ok | | re N. LINE SE 1/4 | O27 > ~ | 39 Ns A= 25°32'27 | = 79.15' NE 1/4 SEC. 19 \ | ye” 7) = ! fair R= 62.00" \ ; R= 750. 00° EXISTING LOT LUNE CS p> a ' 3112 L = 27.64 vi A=06°02'47" TO BE ADJUSTED wv 3 oa S_09°27'5?" W~ J \ 478.81" SA E ' 92.93' VAL S 02°89'15" y 609.56’ . ‘ F ~ \ A= 02021" A= 57°39'46" ’ Re ee th A \ RB = 62.09" hm R = 62.00’ : ee el et nm yh ae & |. L = 62.40’ i h ue i Sle / 15 LOT AREAS i . 3 | 93 Mi =|% EXISTING : ‘. : vf ris WALSWORTH PARCEL | 129,2504SF_| 5 § ." Pe % EXISTING PARCEL B_ | 105,050+SF \ y me DECLARATION OF COVENANT 5 %, , at EXISTING PARCEL D | 567,230+SF | < % a % PA O THE OWNER OF THE LAND EMBRACED WITHIN THIS LOT LINE ADJUSTMENT, IN RETURN FOR THE BENEFIT EXISTING PARCEL 97 44545F é co Y a ‘ \e TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE : S ie ait <h BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LOT LINE ADJUSTMENT TO ANY AND ALL PROPOSED a J eee ee” Ps \ FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN REVISED PARCEL 1 | 359.280tSF | & Pa cay WITH THE LAND AS SHOWN ON THIS LOT LINE ADJUSTMENT. oY DETAL (nts) %. REVISED PARCEL 2 | 231,8052SF | § a Q’ NOTES REVISED PARCEL 3 38,5104SF | 3 S 1. REVISED PARCEL 4 SHALL BE RESTRICTED FROM CREATING ADDITIONAL DRIVEWAYS ON TALBOT REVISED PARCEL 4 198 ,S805F a ROAD DUE TO TOPOGRAPHY, SIGHT DISTANCE RESTRICTIONS AND HIGH TRAFFIC DEMAND. i ay 2. REFERENCE |S HEREBY MADE TO A DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND D EASEMENTS FOR SOUTHPOINTE OFFICE PARK AS RECORDED UNDER RECORDING NO. a CITY OF RENTON . — lei werc = FOUND MON. IN CASE 2 (VISITED 7/92) 0 100 200 18019 SCALE 1° = 100’ LEGEND @ = 1/2” REBAR AND CAP “BCE 28238" OR PK AND WASHER "BCE 28238" TO BE SET & = FOUND 1-7/8" BRASS WALDORF PLUG LOT LINE ADJUSTMENT VIPITEETILEESS 2 OK SOINNNN\ b y 4, GC VA Las (Cp) bY “AN q LUA-99-153-LLA eetAuy 18215 72ND AVENUE SOUTH v @ KENT, WA 98032 @ Z% (425)251-6222 6 * (425)251—8782 FAX ° g % o CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES (ED, N BY DRAWN B SRF PATE -- 11/29/00 SCALE: - : 1 = 100 CHECKED BY: RWG JOB NO.: 7725 PROJECT NO.: \aennmmsnsennenennmma? LALAGrISS co anti, SW 1/4 SEC. 17, NE 1/4 SEC. 19, NW 1/4 SEC. 20 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. a | SHT SURVEY FOR OPUS NORTHWEST, L.L.C. 915 118th AVENUE S.E. SUITE 300 BELLEVUE, WA 98005 3 OF CITY OF RENTON —————————————e KING COUNTY WA LOT LINE ADJUSTMENT A PORTION OF THE SW 1/4 OF SECTION 17, THE city OF RENTON , NE 1/4 OF SECTION 19, AND THE NW 1/4 OF SECTION 20 CONTROL POINT 418 ices aca (VISITED 10/97) eh ie —__ Cny OF RENTON, KING COUNTY, WASHINGTON N=175555.93 mS =1 01 1, ie ~ LLA PARCELS |LAND USE] STALLS REQUIRED SOUTHPOINTE PLAN STALLS REQUIRED BY MAIN AVENUE SOUTH eseg PER CITY CODE CITY OF RENTON CODE ~ 7 = Pa ~ MINIMUM MAXIMUM | BUILDING STALLS STALLS|MINIMUM STALLS MAXIMUM STALLS a S 0128'24" W 373.58" sen a es SF, (EST.) (EST.) PER 1000] @ (3/1000) @ (4. 5/1000) 76.66 [2 OF28.24" WV 296.02" - ‘he ae &e SHEET 2 ~ REVISED PARCEL 1| OFFICE | 3/1000 |4.5/1000] 145,000 | 671 4.63 435 653 Sif Me REVISED PARCEL 2] OFFICE | 3/1000 |4.5/1000} 145,000 | 470 3. 24 435 653 35 *s.. REVISED PARCEL 3} RETAIL | 6/100 6, 000 41(1)| 6.83 60 60 4 ol 8 — oa . REVISED PARCEL 4) VACANT | N/A N/A N/A N/A N/A N/A N/A Raa Gib PE (>. “> TOTALS 296,000 | 1, 182 930 1, 366 r c FC p— L KY pu OAD acl = Lt sues NOTE (1): of} fer. CRY ep THE RETAIL SITE (REVISED PARCEL 3) WAY UTILIZE PARKING STALLS LOCATED ON PE BRIS Do Ox OD REVISED PARCEL 1 IN ACCORDANCE WITH RECIPROCAL PARKING RIGHTS DESCRIBED MPsie~ (4 7X. Os IN THE "DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS Te , oe i, ee >>, * ~ FOR SOUTHPOINTE OFFICE PARK”. +. Os Xy # vy cle = |p es ee ee S orer's7 we TS Ke ORY PSR co 2 YW Ke Ke, Bo RR a ~~] godt: Ni “Py he EF Bg PROPOSED BUILDING FOOTPRINT AREAS ae, {NO AX is, ye BUILDING A 36,660+SF Ce NY ee yy AP SSE BUILDING B 36,660+SF ST ONG OM tf (A ee BUILDING C 5,950+SF Cae AM r AAS 2 4 hy, Sea * PEt, “ORS y ce SS SRO XISTING LOT LINE XX ‘ ey, Nin, ee ae TO BE ADJUSTED P> ) \ # \N%y, OEY, \ NE, Cae NG XL) - Fe N=174142.49 ne \, o A Ree ee ~ ___ & (gy £=1300821.59 ? oo “ i » NB ry * ws o 7 a SRV AS SRS XISTING LOT LINE i ere A Z . >, ns oY x SL hep, OPS z. be iw BE ADJUSTED ~ 4 . \. NSN Z 8 AX, te q oe: s . =| =| \O £ wy %, ws ra x m~ a Pa aX, a ‘ c ‘ tn 2 © v as 7 ae . 4 “, : og op ee ae >. $4 - a s 8 7) 2 | ; , fa " >. < 7 ; G4 c~ /) “ . y o 5, © ep P . _ sguninewnatg FOUND MON. IN CASE / NG | D> _PEXISTING LOT UNE lid ~% NX 4, “XD ‘e Cm? a g ry 7! 3 are . (VISITED 7/92) ‘ Ny Se - TO BE ADJUSTED L XS, “AMY, 4 PLE 7 On S95 FA | a (277) N= 88°2'13" ~S, os, Of ‘ae 2 ; aA ee > «78 “ a / AARSECTION (NE oon “ Py nn \ XZ ‘ \, Fy ¢ : | ie ea Bean . WA oN Ge Se NZS) GA, Ce ee Oe y EXISTING LOT LINE | = é L = 90.04’ wy ROY 7 fea oo NON NNO, DS ORT PNK vate _ 0 USTED | 8 J ys . 3 “ys te, iO NENG 4 a Sy WN Za i & C3 . : / Ble , wa meek “% PON OS Re OX. REVISED PARCELI4. “%,S 5 : mia 4 yt ape () 5 x “PSA, -EXSSTNG “OT _LINE® 4? ! Wy es” 3 / SN , 4 \ I GN nr “¢ LAD LLY are DONS 9 ¢=— N. LINE SE 1/4 —Z oP | Bis A= 25°82'27 ! Ay, Sf, >» OZ AW SRT KY Ca NE 1/4 SEC. 19 \ | eo” a, o tT R= 6200' \! Gy Se EO EN ge » NR yo 4 > ' Ww Xe fe oe ¥ o i. NOX Oye oa gas86 iii AWD EXISTING LOT LINE °&y S i 3112 L = 27.64 Vi 4 CxS. om % > Me 9,, . SA es < sy CY L* 5p-00 A=0 TO BE ADJUSTED . i go 8 ofer’sr” Ww = IY u Bhs, ONS Ee Meg a XY CBE na 28 aes | S-0739 15" J ae : BK I + REVBED PARCEL. 9 OO,” TO 7 ‘ks rie 3 \ As 0202'14"~~ 2 46" \ a Be bigieaess Wa — A ' ry B2.00' bas & a i a a ep Se, OKO NONE G eee + —_____ 1 R= 62.01 R = 62.00’ . Fe Se SO 5S SE ee es pee cg ee yb = 220 S|. L = 62.40 / te \ AY CY . SN Sy” )/ Lee a 3 \ 3|§ J bls ae Sk ae, THESE 2 STALLS WERE NOT INCLUDED IN \ 2 A 3|° ri <3 KX © Wf 9) PARKING ANALYSIS : SY ™ if am \ 5 Pci Yes ee aor R he r; * a ne oN 3 ‘A V4 _ \ \ 4 s \e BUILDINGS AND PARKING CONFIGURATIONS : eee . eee ah ARE BASED ON SITE PLAN AND ARE SHOWN 2 ail 6 FOR ILLUSTRATIVE PURPOSES ONLY. 3 DETAL (nite) or ACTUAL LOCATIONS MAY BE MODIFIED bo a” DURING CONSTRUCTION, WITH CITY APPROVAL. , 2 , j oi (an) 5 Y rd oR ARI, aval a - FOUND WON: IN CASE LIA ~F 7 | oath +) 100 200 18019 : jp, a ) finnex bara : : , DRAWN BY SW 1/4 SEC. 17, NE 1/4 SEC. 19, NW 1/4 SEC. 20 SCALE 1° = 100 ©, 18215 72ND AVENUE SOUTH |} _ SRF TOWNSHIP 23 NORTH, RANGE § EAST, W.M. SHT $ neatisen aaa —— OPUS NORTHWEST, L.L.C 4 _ SCALE: .L.C. LEGEND (425)251—6222 1"_= 100" 915 118th AVENUE S.E. @ = 1/2" REBAR AND CAP “BCE 28238” OR PK AND WASHER “BCE 28238" TO BE SET @® = FOUND 1-7/8" BRASS WALDORF PLUG exPiRES 05/18/01 SINSSOCOCCCRR COC IIIT i Sd oO 2 ~ ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. LUA-99-153-LLA LND-30-0109 PARKING TABLE SOUTHPOINTE LOT LINE ADJUSTMENT PROJECT NO. LUA-99-153-LLA (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CHECKED BY: RWG JOB NO.: 7725 PROJECT NO.: SUITE 300 BELLEVUE, WA 98005 CITY OF RENTON KING COUNTY WA a Se ————————————— OF