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VICINITY MAP - CKDAR RIVER TRAIL __. SCALE i"= 200' RENTON COMMU ORDINARY HIGH WATER LINE ‘ —e_ " moe CITY OF RENTON SURVEY CONTROL Vertical Control 3rd Order, 1st Class, N.A.V.D. 1988 Meters Horizontal Controi 2nd Order, 1st Class, N.A.D. 1983/1991 Meters Section 17 T23N R5E W.M. NITY CENTER Bench Mark # 1882 Location: Set PK nail in asphalt at southeast corner of the p center island of Cedar River Park. Northing: 54380.670 Easting: 397251.487 YO THEATER POWER LINE EASEMENT : . ‘ is boas eo ee,“ EXISTING FENCE AND BARRICADES — ata — 3 {. a 100 YEAR FLOOD LEVEL EL 38.0 Fe ee eee FS S= 40 — 50 EXIST CEDAR RIVER TRal- vo) je eee 2. ys . ra, oe rar <eryey aoe Fort aac 1 / - c ) ae : AR new CEP ° \ x ES: . eae pti es eek _ +4 J DEMO EXIST GROUNDTEVEL SCALES | Elevation 14.995 : = came race i) | ~] DEMO EXIST WEIGHT BUILDI : EXIST CEDAR RIVER TRAIL o” | =? = aed PARKING vo! Lg 2 OFFICE BUILIDING EXISTING 45' K 53' _— FILTER FABRIC MATERIAL 60° WIDE PULLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. ~ 2° BY 2° 14. GA. WIRE 6" FABRIC OR EQUIV. —-— BURY BOTTOM OF FABRIC MATERIAL IN 8° BY 12’ TRENCH FILTER FABRIC MATERIAL = { 2° BY 2° BY 14 GA. WIRE rae ] FABRIC OF EQUIV. r- 8° NIN, 2’ BY 4° wOOD ee ALT: STEEL FENCE POSTS. Typical Filter Fabric Fence EXISTING RIVER BAH 1'-6" DO HOT DISTURE al ' 4'-0 PROVIDE 374° - 15° Pr —— WASHED GRAVEL BACKFILL is IN TRENCH 1 SITE PLAN 10 1080 FROM CROWN JF PANK FAILTEK FABRIC FENCE - SCALE 1" =: 100' TEMP, EXOSIOM CONTROL Typical A.C. Path Paving - Section EXISTING TREES AND SHRUBS SHOWN Ca se s LEGAL DESCRIPTION NOTES 2“ DEPTH A.C. PATH PAVING SLOPE ne DZAIN TOWARD Biver “~2" DEPTH CR. BASE COURSE Le rt ANN Sut ! COMPACT TO 95% —— COMFACT SUBGKRADE 1 /4"=1'-0" COMMENCING AT A POINT OF INTERSECTION OF THE EAST LINE OF SAID SECTION I, AND THE SOUTHERLY MARGIN OF SAID BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY: THENCE NORTHUESTERLY ALONG SAID SOUTHERLY MARGIN TO A POINT 113622 FEET NORTH AND 1239.88 FEET EAST OF THE SOUTH QUARTER CORNER OF SAID SECTION 1 AND THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE: THENCE SOUTH 81°24' WEST 103.6! FEET; THENCE NORTH 56°31' WEST 624.00 FEET; THENCE NORTH 18°35' WEST 35100 FEET To A POINT 1,440.92 FEET NORTH AND 32013 FEET WEST OF THE SOUTH QUARTER CORNER OF SAID SECTION Nn: THENCE NORTH 41°25" WEST 160.00 FEET; THENCE NORTH 26°55' WEST 216.00 FEET; THENCE NORTH 8°4I' WEST TO THE SOUTHUWESTERLY MARGIN OF SAID RAILROAD RIGHT-OF-WAY AND THE TERMINUS OF SAID DESCRIBED LINE. DISTRIBUTION LINES TO THE BENEFIT OF DISCLOSED PER INSTRUMENT UNDER RECORDING NO. 6125195. BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY ¥ ‘ = K1 wants ! 1 1947 | S_ 123k0 ae Sz sioroma 2x N =| 1 Sizemore, p BRF% > (@) (a = ul Ez £2 Taal ceo river = t = oo mic Z s TRAIL j fe Bi = 5 = 3\% RENTON % 7 pee C eo 2 worn = 4 26 e€ HS STADIUM 5 S as fn aS = 126TH © st | Seni 8200 1100 1 J elon, S / 8 E Ste WRK 17 set LIBERTY fx YP CEDAR | BR ; PARK, Wi RIVER \ § FP ¢ LON PARK oN cS wl C a £9 ge i MW S& NN TS ys gate SITE A PONS LING iA je | Mhz VRS ‘ AHL L ’ a} fs {fF a &p re ( = Ne S ~ ; D> “| uw} S 7TH CT ee 4 SW i 7TH | st Xe a 6m {ST I, i ‘ a a ! I ~ By ws | = = a wg i=} tea oS = 4 7 = = 2 S| ae | S}” + 1S | Vox ) Rt 3 . “ mie i mle j 3: & RIDE | | cred Fe ss, pean z ES <= prices - ry 1 > NTON VILLAGE ARWOLD 4 \| oy a | Z 4 SM a bod . CENTER PARK er 5 an C Bl ow; ALY = ~—«S_-RENTON VILLAGE PL Le HOLIDAY | a 20 .. ba - 5 cox |e ¥ se_2i6THo _p ey ay, VICINITY MAP Property Area approximately ( within area shown on plans ) Vacant Office Building AN EASEMENT EXISTS OVER AN UNDISCLOSED PORTION OF SUBJECT PROPERTY IN FAVOR CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY CO. FOR AN ELECTRIC TRANSMISSION SYSTEM AS DISCLOSED BY INSTRUMENT UNDER RECORDING NO. Il86401L THIS SITE IS SUBJECT TO A 40 FOOT WIDE EASEMENT FOR ELECTRICAL TRANSMISSION AND/ OR PUGET SOUND POWER AND LIGHT CO. AS SHOUN: AS THIS SITE IS SUBJECT TO A 40 FOOT ROADWAY EASEMENT TO THE BENEFIT OF PUGET SOUND POWER AND LIGHT CO. AS SHOUN; AS DISCLOSED PER INSTRUMENT UNDER RECORDING NO. 2824086. THIS SITE 18 SUBJECT TO RESERVATIONS AND EXCEPTIONS TO THE FAVOR OF PUGET SOUND POWER AND LIGHT CO. FOR THE ASSIGNS TO ALL RIGHTS TO COAL, OIL AND OTHER METALS AND MINERALS, EXCEPT CLAYS AND SHALES AS DISCLOSED BY INSTRUMENT UNDER RECORDING NO. 4041480, 29,000 SF floor plan contains approximately 1900 SF Vacant Truck Weighing Shed floor plan contains approximately 140 SF. ME-99 023 yee DA T E 2- 1 7 - 9 9 NU M B E R 80 0 4 1 DR A W N JP PR O J E C T RE V I S I O N S RE N T O N , WA S H I N G T O N CO M M U N I T Y SE R V I C E S AD M I N I S T R A T I O N JI M PA X T O N CI P CO O R D I N A T O R CI T Y OF RE N T O N CE D A R RI V E R TR A I L RE V I S I O N LL = ” Oo O oa = § = > < > = Ww Ww a Lo) jem i = a a < QO ue) O SITE PLAN SHEET T 1 {fi lu (ecortec SW 1/4 SE I/4 SECTION I, T23N, RBE, WM. KING COUNTY, WASHINGTON A N89°46'CI*W 265124 (MEA8) aN Wis7ag 7 N 69°45'17 W 265132 (GOLDSMITH IT le FOUND 5" 5" CONC. MON : / 10/28/32 N 69°45'17" UW 265161 (KCAS) 0.5' ABOVE GROUND } W BRASS PIN IN LEAD $ ] FOUND @" < 6" CONC. MON. W LEAD AND HOLE IN CASE, MARKED “CEN“ (BEST INTENT OF CENTER SECTION PER CITY OF RENTON FIELD BOOKS AND ' MONUMENT CARDS- SEE SURVEY RESOLUTION, ' SHEET 2 a / NORTH 3 REC. NO. 6 125195 Do a / | BASIS OF BEARING / - 2 “ [ eee 40' PUGET POUER EASEMENT aaa ane NORTH O1'14'01" EAST BETWEEN MONUMENTS FOUND IN PLACE : AT THE SOUTH QUARTER CORNER AND CENTER SECTION MONUMENT OF «ieee SECTION 11,123N, R5E. WM AS SHOUN ON KCAS SECTION BREAKDOUN - / : g |= P< ~ Fy N 69'42'31" E ae 2 : 4 6\3 (> ‘ Naz SCALE: |"2200! 2 6 9, ' 3469 : : . N 84°12'07" W 34 es cs a mee we a ; oO" 200' 400' LEGEND N 5-18" W LS 2634 $615 N 11°29'13" Ww ; z Ve. Be NO'Ce'W e 25, 7 loe2e : = 43 is as % g _ set ieee < a -N10°52'33" W “ 9551 9 P@©< FOUND QUARTER CORNER N 34°5B'26" W . CENTER OF SECTION a PARCEL C 13.16 p ® © VU FOUND MONUMENT AS NOTED PARCEL B oN N 11731276" W ¥ ¥ ‘ ; mY 18289 mn bt @ SET 12" IR/ CAP "DEA 26252" Pr. 144042N ANA we. 19°35'Sory roa : $ : 3 : Ni 22013 W oF S .Y4 COR. 37.00 tT N 03'04'4I" W i SEE SHEET 2 OF 2 FOR LEGAL DESCRIPTION, —— it NOTES AND REFERENCES. N 22°18'5O" W Oo] 8 a \155 52 fy 8 F 6, 6 | zlz das 3 os sanetae 1 SWPLEMENTAL Motes CcTOBER, 1193 Q { uy 6552 ox a0 pet vty Fiat i THIS SURVEY IS A RE-RECORO OF THE RECORD OF ever Ria 5 5 oN RECORDED IN VOLUME BO OF SURVETS , PAGES TI € UA FOR +x 41k THE PURPOSE OF CORRECTING SCRIBNEI2 ERRDES. NNN 2 . “Te ~ 2) THE PARCEL’ RECORD BEARING ALDNG THE RAICEOAS eee FieHT OF WAY DIFFERS FROMTHIS SURVEY BY 03°00 46" 6965 | DUE TO A DIFFERENT BASIS OF BEARING. THIS ANGULAR XXX 3 § RELATIONSHIP 1S HELD THROUGHOUT ALL OF PARCEL ’C' 0906 rm Coveses. ZzZzz 0 . ui 0 x PARCEL A qs 31, NS) m NG “~ — ro | Py iN) a wf C) Py P4 iO 8 af 2 2 y) : F aan i =e Uy & * a UV ~y hr] = 8 126/32 gy wa ix 10/28/32 “ FOUND 5/8" IR W/ CAP ~ FOUND 4" « 4" CONC. MON. AND TACK L$? Ill! ities L MARRED "TRIN RSE” NIL - | I@ FOUND LEAD PLUG AND TACK A ke” 1200.00 (RIVER RIDGE AND MEAS.) — y_- 1329.97 “ay IN 5" X 5'GRANITE MON. vax . NESBV4IW 265993 (MEAS) NN ™ 20 20 N 89°56'36"W 266050 (GOLDSMITH # KCAS) 20] 21 , “ N 69°5T'll"W 2659.83 (RIVER RIDGE? MCLE $ME-997-023 atk dill: : ehiag ff FILED FOR RECORD THIS DAY OF i9) AT M, IN BOOK 95 OF HE SURVEYS AT PAGE \CO __ AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. DIMSION OF RECORDS & ELECTIONS RECORD OF SURVEY FOR NORTH AMERICAN REFRACTORIES | SURVEYOR’'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF NORTH AMERICAN REFRACTORIE 3 FELD BOOK were DRAWN KY CHECKED RAD FLE DAVID EVANS ano ASSOCIATES INc. 415 118TH AVE S.6 BELLEWE, WA 98005 -206 /455-3571 Ri MANAGER /AUDITOR Oe. (B YS SIGNATURE DATE CERTIFICATE, NO. 26252 | ote AB SUPT. OF RECORDS/DEPUTY AUDITOR RECORDING NO. S101 44 EXPIRES 5/2144 On sooosc poo goa SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON - FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF _NoRTH AMERICAN OW V4 6E V4 SECTION I, T23N, ROBE, WM. LAND DESCRIPTION PARCEL A: THAT PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 11, TOUNSHIP® 23 NORTH, RANGE 8 EA6T, WM, IN KING COUNTY, WABHINGTON, L YING BOUTHERLY OF THE BURLINGTON NORTHERN RAILROAD RIGHT OF WAY, AB ESTABLISHED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 162408. EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION !1 THENCE NORTHERL Y ALONG THE WEST LINE THEREOF, A DISTANCE OF 300 FEET; THENCE SOUTHEASTERLY ALONG A LINE TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF 84/D SECTION !1, WHICH POINT LIES 1200 FEET EAST OF, AS MEASURED ALONG THE SOUTH LINE OF SAID SECTION FROM THE SOUTHLEST CORNER OF BAID BOUTHEAST QUARTER THENCE WESTERLY ALONG THE SOUTH LINE OF THE BOUTHEAST QUARTER OF SECTION 11, A DISTANCE OF 1200 FEET TO THE SOUTHWEST CORNER THEREOF AND THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF GOVERNMENT LOT 3, SECTION 11, TOWNSHIP 23 NORTH, RANGE B EAST, WM, IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE BUIRL INGTON NORTHERN RAILROAD RIGHT-OF-WAY AS ESTABLIBHED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 62408 AND NORTHERLY AND EASTERLY OF ALINE DESCRIBED A6 FOLLOWS: COMMENCING AT A POINT OF INTERSECTION OF THE EAST LINE OF 8AID SECTION I, AND THE SOUTHERLY MARGIN OF 6AID BURLINGTON NORTHERN RAILPOAD RIGHT-OF-WAY; THENCE NORTHUESTERLY ALONG 6AID SOUTHERLY MARGIN TO A POINT 113622 FEET NORTH AND 1239.86 FEET EAST OF THE SOUTH QUARTER CORNER OF SAID SECTION IT AND THE TRUE POINT OF BEGINNING OF 6BAID DESCRIBED LINE; THENCE SOUTH 81°24' LEST 103.6! FEET, THENCE NORTH 56°31' WEST 624.00 FEET, THENCE NORTH 19°3B' WEST 35100 FEET TO A POINT 1440.82 FEET NORTH AND 320113 FEET WEST OF THE SOUTH QUARTER CORNER OF BAID SECTION 11; THENCE NORTH 41°25' WEST O00 FEET; THENCE NORTH 26°55' WEST 216.00 FEET; THENCE NORTH 8'4I' WEST TO THE SOUTHUE STERL Y MARGIN OF BAID RAILROAD Rice SFUAT AND THE TEFROANUS OF SAID OESCH'RED LINE PARCEL C: THAT FORTION OF GOVERNMENT LOTS @ AND 9, AND THE SOUTHWEST QUARTER OF THe SOUTHEAST QUARTER IN SECTION I1, TOUNSHIP 23 NORTH, RANGE 5 EAST, WM, Ik KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, AS ESTABLISHED BY DEED RECORDED UNDE KING COUNTY RRECCIRDING NO. 62408 AND SOUTHERLY OF A LINE DESC™IBED AS FOLLOWS: COPPIZNCING AT THE INTERSECTION OF THE NORTH AND SOUTH CENTERLINE OF SAID *ECTION 11, WITH THE NORTHERLY MARGIN OF SAID BURL INGTON- NORTHERN RIGHT-OF-WAY; THENCE SOUTH 59°23'O1" EAST ALONG SAID NORTHERLY MARGIN 265.34 FEET TO THE TRUE POINT OF BEGINNING OF 6AID DESCRIBED LINE: THENCE NORTH 19°ll'kO" EAST 4268 FEET; THENCE NORTH 66°41/'B|" EAST 11456 FEET; THENCE SOUTH 14°33'43" EAST 13463 FEET; THENCE SOUTH 81°12'46° EAST 11934 FEET; THENCE SOUTH 66°04'38" EAST IllO FEET; THENCE SOUTH 51°16'31" EAST 96.15 FEET; THENCE SOUTH 80°29'59" EAST 116.16 FEET: THENCE 60UTH 13°O6'B1" EAST 106268 FEET; THENCE SOUTH 62°48'28" EAST 6621 FEET; THENCE SOUTH 14°00'l8" EAST 9551 FEET; THENCE SOUTH 31°B3'12" EAST 13.18 FEET: THENCE SOUTH 20°32'12" EAST 162.89 FEET; THENCE SOUTH 12°O8'21" EAST 8024 FEET; THENCE SOUTH 25°I9'42" EAST 15552 FEET; THENCE SOUTH 6°O®'O®" EAST 6558 FEET, MORE OR LESS TO THE NORTHERLY MARGIN OF SAID BURLINGTON NORTHERN RIGHT-OF-WAY AND THE TERMINUS OF SAID DESCRIBED LINE. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. C.M. & ST. P. RR ROW FILED FOR RECORD THIS 19 ~=AT DAY OF_ ___M, IN BOOK 95 OF KING COUNTY, WASHINGTON SURVEYS AT PACE [COA AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. REFRACTORIES 3 DIMSION OF RECORDS & ELECTIONS ON a ae ce * 00 A ) a— Oat ‘ ; MANAGER/AUDITOR SIGNATURE DATE ; SUPT. OF RECORDS/DEPUTY AUDITOR TIFICATE NO. 26252 d A, NOTES L A TEN 8ECOND THEODOLITE AND ELECTRONIC DISTANCE METER WERE USED IN PERFORMING THIS SURVEY. 2. THIS SURVEY EXCEEDS THE MINIMUM REQUIRED PRECISION FOR FIELD TRAVERSE AS SET FORTH BY WAC 332-130-0390. 3. ALL BOUNDARY INFOREATION INCLUDING LEGAL DESCRIPTIONS AND EASEMENTS WERE TAKEN FROM FIRST AMERICAN TITLE INSURANCE CO. COMMITMENT NO. 210014-5, DATED MARCH 16, S82, AND AMENDED ALY 8 382 AND OCTOBER 29, 1322. NO FURTHER SEARCH OF THE RECORD WAS MADE 4. AN EASEMENT EX/8T8 OVER AN UNDISCLOSED PORTION OF SUBJECT PROPERTY IN FAVOR OF CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY CO. FOR AN ELECTRIC TRANSMISSION SYSTEM AS DISCLOSED BY INSTRUMENT UNDER RECORDING NO. 1166401 5. THIS SITE 15 SUBJECT TO RESERVATIONS AND EXCEPTIONS TO THE FAVOR OF PUGET BOUND POWER AND LIGHT CO. FOR THE ASSIGNS TO ALL RIGHTS TO COAL, OIL, AND OTHER METALS AND MINERALS, EXCEPT CLAYS AND SHALES, TOGETHER WITH THE RIGHT TO MAINTAIN AND OPERATE AN ELECTRIC POLE OR TRANSMISSION LINE AND APPRPURTENANCE AS DISCLOSED BY INSTRUMENT UNDER RECORDING NO. 2817183 AND MODIFIED UNDER RECORDING NO. 6123804. 6. THIS SITE 18 SUBJECT TO A 40 FOOT WIDE EASEMENT FOR ELECTRICAL TRANSMISSION AND/ OR DISTRIBUTION LINES TO THE BENEFIT OF PUGET SOUND POUER AND LIGHT CO. AS BHOUN, AS DISCLOSED PER INSTRUMENT UNDER RECORDING NO. 6 125195. 1. THIS SITE 18 SUBJECT TO A 40 FOOT ROADWAY EASEMENT TO THE BENEFIT OF PUGET 8OUND POWER AND LIGHT CO. AS SHOUN, AS DISCLOSED PER INSTRUMENT UNDER RECORDING NO. 2824086. 8. THIS SITE |S SUBJECT TO RESERVATIONS AND EXCEPTIONS TO THE FAVOR OF PUGET BOUND POWER AND LIGHT CO. FOR THE ASSIGNS TO ALL RIGHTS TO COAL, OIL AND OTHER METALS AND MINERALS, EXCEPT CLAY8 AND SHALES AS DISCLOSED BY INSTRUMENT LNDER RECORDING NO. 404/480. REFERENCES: RECORD OF SURVEY NORTH AMERICAN REFRACTORIES | PLAT OF RIVER RIDGE, BY TCA INC. UNRECORDED AS OF THE DATE OF THIS SURVEY, CURRENTLY UNDER REVIEW BY THE CITY OF RENTON 2. RECORD OF SURVEY BY HUGH GOLDSMITH - JOB NO. 81051, FILED IN VOLUME 51 OF SURVEYS, PAGE 1OO, RECORDS OF KING COUNTY, WASHINGTON, AF * 8108203012 3. KCAS SECTION BREAKDOUN PER KING COUNTY. 4. CITY OF RENTON FIELD BOOK NO'S. 31, 68 AND 83 FOR SECTION AND CITY OF RENTON ENGINEERING DEPT. MONUMENT INFORMATION CARD NO'S. ISI, 4/5, 432, 891, AND 397A t 8. C1 4 3ST. P RAILROAD PLANS - "MAIN LINE RIGHT-OF-WAY AND TRACK MAP" STATION 633-60 TO'STATION 139+20, SHEET 6 OF Il DATED APRIL |, Mie. 6. TITLE REPORT ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED AUGUST i, 159! AND SUPPLEMENTED JULY 8 1992 AND OCTOBER 29, 1992, POLICY COMMITMENT NO. 210014-5. SUMMARY OF BOUNDARY RESOLUTION SOUTHEAST QUARTER SECTION IT T23N, ROBE, WM MONUMENTS WERE FOUND AT THE EAST 1/4 CORNER THE SOUTHEAST SECTION CORNER AND THE SOUTH V/4 CORNER OF SECTION 11-23-35E. WM. ACCORDING TO AVAILABLE INFORMATION (CITY OF RENTON MONUMENT CARDS AND FIELD BOOKS) AND FIELD SEARCH, IT WAS NOT POSSIBLE TO POSITIVELY IDENTIFY THE NORTH I/4 CORNER PER THE CITY OF RENTON MONUMENT CARDS, A BUILDING LIES OVER THE WEST 4 CORNER THE MONUMENT LOCATED AT THE "CENTER OF SECTION" IS UTILIZED BY THE ABOVE REFERENCED PLAT AND BURVEY IN SUBDIVIDING THE SOUTHEAST QUARTER OF 8AID SECTION I. CITY OF RENTON FIELD BOOKS REFERENCE THIS MONUMENT AS THE CENTER OF SECTION AS FAR BACK A$ 1952 (FOR WHICH WE COULD FIND) AL8O, RENTON MONUMENT CARDS DISCLOSE THIS MONUMENT AS THE CENTER OF SECTION BECAUSE OF THE URBAN NATURE OF THIS SURVEY (OCCUPATION, MONUMENT DISTURIBANCE, AND REPLACEMENT) AND NO AVAILABLE EVIDENCE OF GLO. MONUMENT CHAIN OF HISTORY TO PRESENT, THIS MONUMENT I$ HELD AS THE BEST INTENT AS TO THE CENTER OF SECTION THE RAILROAD RIGHT-OF-WAY WAS ESTABLISHED BY USING "TIES" TO THE SECTION CORNERS SHOUN ON THE ABOVE REFERENCED PLANS AND AN AS-BUILT SURVEY OF THE REMAINING RAILS FOR ALIGNMENT. IT WAS ALSO DETERMINED THAT THE "MAIN LINE" AS SHOUN ON SAID PLANS HAS BEEN REMOVED TO FACILITATE THE CONSTRUCTION OF A PARK TRAIL AND THE eg SOUTHERLY SPUR LINES ARE ALL THAT REMAIN bes ME- 99-023 FOR DAVID EVANS ano ASSOCIATES. inc. 415-118TH AVE SE BELLEVUE, WA $8005 206/455-3571 Ad Gby AL {2 SW 4 SE V4 SECTION I, T23N, RSE, Wo RE V I S E D LEGAL DESCRIPTION PARCEL C: PARCEL A: THAT PORTION OF GOVERNMENT LOTS 6 AND 9, AND THE SOUTHWEST QUARTER OF ( THE SOUTHEAST QUARTER IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST, \ THAT PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE BURLINGTON \ ~ TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERN RAILROAD RIGHT-OF-WAY, AS ESTABLISHED BY DEED RECORDED UNDER N SOUTHERLY OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, AS KING COUNTY RECORDING NO. 162408 AND SOUTHERLY OF A LINE DESCRIBED AS ESTABLISHED BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 162408. FOLLOWS: = EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE NORTH AND SOUTH CENTERLINE OF = SAID SECTION 17, WITH THE NORTHERLY MARGIN OF SAID BURLINGTON NORTHERN Zz nz a 90 25 O 90 100 150 BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID RIGHT-OF-WAY; THENCE SOUTH 5923'07” EAST ALONG SAID NORTHERLY MARGIN gre if +a | SECTION 17; THENCE NORTHERLY ALONG THE WEST LINE THEREOF, A DISTANCE OF 285.94 FEET TO THE TRUE POINT ¢F BEGINNING OF SD DESCRIBED LINE; Sra i eee ALE 4 i “ 500 FEET; THENCE SOUTHEASTERLY ALONG A LINE TO A POINT ON THE SOUTH THENCE NORTH 79°11°10” EAST 42.68 FEET; THENCE NORTH 6641°51” EAST ez a < oo = Cae z LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 17, WHICH POINT LIES 1200 tan rt aN = on Se FEET EAST OF, AS MEASURED ALONG THE SOUTH LINE OF SAID SECTION, FROM Pies ere MEE i eee ee eee Feel deena GUI Be eT ee OF 62298 12°48” EAST 119.34 FEET; THENCE SOUTH 6604’38” EAST 111.10 FEET; THENCE Zw 0 coo Sf CITY OF RENTON THE SOUTHWES } CORNER «OF ‘SAID SOUTHEAST QUARTER; THENCE WESTERLY ALONG C8) 22) Gaon pact ag 1s FECT:| THENCE SOUTH BODO'SO"EAST 18:76 FEET: n N Oo CONTROL NETWORK THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 17, A DISTANCE OF 1 36. ie ; 25% + “” VERTICAL CONTROL DATUM 1200 FEET TO THE SOUTHWEST CORNER THEREOF AND THE POINT OF BEGINNING. THENCE SOUTH 750657 EAST 108.28 FEET; THENCE SOUTH 821829 EAST 66.27 Zaw | OD) git 3RD ORDER, 1st CLASS : FEET; THENCE SOUTH 7400'19”EAST 95.57 FEET; THENCE SOUTH 3759'12” EAST Sire E x NAVD 1988 PARCEL B: 73.78 FEET; THENCE SOUTH 2032'12” EAST 182.89 FEET; THENCE SOUTH 12 SO> a Hi | ee ana let cee 05'27” EAST 80.24 FEET; THENCE SOUTH 2319°42” EAST 155.52 FEET; THENCE yt oF aly ce er ae 198371991 = THAT-PORTION OF GOVERNMENT LOT 5, SECTION 17, TOWNSHIP 23 NORTH, RANGE SOUTH 06'06’06” EAST 65.58 FEET, MORE OR LESS TO THE NORTHERLY MARGIN =S5 KG = / 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE OF SAID BURLINGTON NORTHERN RIGHT-OF-WAY AND THE TERMINUS OF SAID Eee be TT a / BURLINGTON NORTHERN RAILROAD RIGHT—OF—WAY AS ESTABLISHED BY DEED DESCRIBED LINE. =9* - O ont RECORDED UNDER KING COUNTY RECORDING NO. 162408 AND NORTHERLY AND > 9 4 > 2M oD EASTERLY OF A LINE DESCRIBED AS FOLLOWS: ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ERS \ = ee ki / CsnzZ [ COMMENCING AT A POINT OF INTERSECTION OF THE EAST LINE OF SAID SECTION opee la a NORTHING | EASTING ELEV. DESCRIPTION 17, AND THE SOUTHERLY MARGIN OF SAID BURLINGTON NORTHERN RAILROAD mow | : ! RIGHT-OF-WAY; THENCE NORTHWESTERLY ALONG SAID SOUTHERLY MARGIN TO A eee |& 178,195.64 | 1,302,668.38 | 52.84 TBM 1 PK IN ASPHALT POINT 1,136.22 FEET NORTH AND 1,239.88 FEET EAST OF THE SOUTH QUARTER t8H#> |G i | 177,621.66 | 1,303,688.77 | 57.28 TBM 2. PK IN ASPHALT CORNER OF SAID SECTION 17 AND THE TRUE POINT OF BEGINNING OF SAID . | /! | | DESCRIBED LINE; THENCE SOUTH 81°24’ WEST 703.61 FEET; THENCE NORTH 5637 : 178,414.27 | 1,303,518.53 | 49.20 | GPS 1882 | RENTON STD WEST 624.00 FEET; THENCE NORTH 79%d35’ WEST 357.00 FEET TO A POINT . ; 9 39.39 GPS 1887 RENTON STD 1,440.92 FEET NORTH AND 320.13 FEET WEST OF THE SOUTH QUARTER CORNER E ; i is meee! BLE talioa i ce J OF SAID SECTION 17; THENCE NORTH 4125’ WEST 160.00 FEET; THENCE NORTH - 2 z ae i! | 179,000.50 | 1,301,854.6177 44.56~. | BRASS CAP BM RENTON STD 26°55’ WEST 216.00 FEET; THENCE NORTH 841’'WEST TO THE SOUTHWESTERLY .° SHEET 4 Sals | KS MARGIN OF SAID RAILROAD RIGHT-OF-WAY AND THE TERMINUS OF SAID DESCRIBED - S26 2&3 2 Is LINE. - 2 © 7) a a & SHEET 3 as MARCH 26, 1999 [ 6 Ce a oy | Jz Zz mee w <2 % tr | a” | 20° Y O Y Xt} < 3 “ = 5 re ar BAN ouT AEF O . / ? uve y Wl F > — snr C Sen eet = =e PF WATER ELEVATIONS | AKEN { (Y EC L ee ie i © = Cig Se ee oe SS le ee _| : gc igi OE ae FT REIT DMLII IE SEILER a RA ALLL ELSA AL AES IAL ASIP AAD DAs ST gf eee A AAA byt 3 vet ane spar Neu) ay, ; fe ge Sve — ae < SEES Scat ~~ f oe 3 = 7 =e | as = . as = (Y at ne —_ _ fa tt ae ‘hy ae ss mo pe BPP pees coereneme ao —— — = _———— > z) " if ifn CS ——— > = oe YY a -—- -F “ow TRAL To Be. REKWED fe ee ee ee : oo Wo Sl core) 5 eee Seal gn Le EE : as : 1? wren 2 O “ ae = eee Lo ee nx arene) ise a <2 86 p HS A PK IN ASPHALT Y (Y Y) — 24127 we ' ee ij sie can ie — i eee = : $ j yer —rys EL 57.28 > New TRAIL spo |} eee = oe | aes REME Buiednie= —a . mae 21 DEC a DIRT AEE so i A Lid > Y¥ a legs ao a S = ~<a A r She ee Ss — ——— < aed . SM \ eG *’ —— L_ id Lid ‘a <a <L_ fat “af Seto 4 x os aa = ay. gies at 9 Ber" 1 << = \ cali 4 oO <a — he al ) O 8 5 Sa NA ~ > m oO nN a be EMPORARN TRAIL“ Couring Gk ee UNDERGROUND UTILITIES SHOWN HEREON HAVE @—EN PLOTTED FROM A : Sey rm cunt a GMBINATION CF FIELD LOCATED SURFACE FEATURES AND R£CORD DATA | AS FOUND ON SCHEMATIC DRAWING. SURFACE FEATURES NOT FIELD LOCATED ARE SO NOTED. RINGEL AND ASSOCIATES, PA DOES NOT SV 1 ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. HAND—DIGGING (OR POTHOLING) OF UTILITY CROSSINGS IS HIGHLY RECOMMENDED. CALL 1-800-424-5555 TWO DAYS BEFORE YOU DIG. |oorf 4 — SHEETS SME-94- 043 Bi ae JUVE! 1994 AR RIVER TRAIL RELOCATION : ie