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N o t'- ...... 0.. <:: :;E 00 0:: o (j) (/) W .w (/) < 3 of If pct~~ :.JIll II 1111....1 RECORD OF SURVEY RECORDED DATE: BEING IN A PORTION OF THE A,W, HAMMIT DONATION LAND CLAIM NO. 38, AND, IDeATED IN THE SE QUARTER OF THE SE QUARTER OF SECTION 32, AND IN THE SW QUARTER OF THE SW QtARTER OF SECTION 33, TOWNSHIP 17 SOUTH, RANGE 2 WEST, AND IN THE NW QUARTER OF THE NW QUlRTER OF SECTION 4, AND IN THE NE QUARTER OF THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOU'H, RANGE 2 WEST, OF THE WILLAMETIE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON, FEBRUARY 1 st, 2008 COUNTY CLERK LANE COUNTY SURVEYORS OFFICE CSF NO, Lt oq 0 e> FILE DA T~ If Fe~ '08 ~ BY: THE PURPOSE OF SURVEY IS TO DETERMINE THE BOUNOARY LINES OF THAT TRACT OF LAND DESCRIBED IN THAT CERTAIN DEED CONVEYED TO WESTWIND HOLDINGS, LLC, RECORDED ON MAY 10, 2005, AS INST~UMENT NO, 2005-034030 (94), LANE COUNTY OFFICIAL RECORDS, PARCEL 1 OF SAID DEED DESCRIBES THE PORTION LYING NOl<TH OF THE BOOTH-KELLY ROAD AND PARCEL 2 DESCl<IBES THAT PORTION LYING SOUTH OF THE BOOTH-KELLY AND WEYERIIAEUSER HAUL ROADS. THE PURPOSE OF THIS SURVEY IS ALSO TO DETERMINE THE EXTERIOR OOUNDARY PF THE PROPOSED WESTWIND ESTATES SUBDIVISION IN THE CITY OF SPRINGFIELD, SAID PA~CELS 1 AND 2 WILL BE HEREAFTER KNOWN AS WESTWIND PARCEL 1 ANO WESTWIND PARCEL 2, RESPl-:CTJVELY, McKENZIE HIGHWAY SOUTH LINE Of WESTWIND PARCI<;L 2 RECORD OF SU~VEYS: 1 431 2 441 3 6181 3a 6399 4 6418 5 6716 6 6897 7 6987 8 7047 9 7914 10 9283 11 9718 1 2 104 15 13 10695 14 10958 15 11535 16 11 90 1 17 12286 18 12866 19 1321c) 20 14072 21 14362 22 14503 23 15827 24 16619 25 18460 26 18863 27 19424 28 19651 29 20565 30 20630 31 20907 32 21727 33 22038 34 22476 35 22916 36 23167 37 23580 38 23776 39 24475 40 25238 41 25246 42 27001 43 28945 44 29328 45 29755 46 30235 47 32214 48 32490 49 34151 50 :~5273 51 35710 52 36550 53 37307 SUBDIVISION PLATS: 54 ROCKY ROAD 55 E.M, HINSI lAW 56 GATEWAY PARK FIl-<ST ADDITION 57 GATEWAY PARK SECOND ADDITION 58 GATEWAY PARK THIRD ADDITION 59 LEONOAA ESTATES 60 AMB- LIS 61 MARBROOK 62 BISHOP ESTATES 63 MICHAEL MANOR 64 TIATDYN MEADOW FIl<ST ADDITION 65 BLUE8ELLE PARK CS NO, 38845 BK. 12 PG, 20 BK. 62 PG. 12 BK. 66 PG, 26 BK. 67 PG. 14 OK. 69 PG. 7 BK, 73 PO, 43 BK. 75 PG. 258 OK, 75 PG. 45 BK, 75 PG, 497 BK. 75 PG. 61 5 BK,17 PG. 116 PARTITION PLAT: 66 PP NO. CS NO. 67 95 P0763 33244 68 96-08156 34657 69 96-P0870 33777 70 97 P0941 34076 7) 97-PI033 34618 72 98-Pl192 35553 7~j 99 1>1265 :~6047 THE SOUTH LIHE OF WESTWIND PARCEL 2 IS THE NORTHERLY RIGHT OF WAYLlNE OF THE UNION PACIFIC l<AILROAD DETERMINED AS DESCRIBED BELOW, THE RIGHT OF WAY OF McKENZIE HIGlIWAY (O~EGON HIGHWAY NO. 15) AKA MAIN STREET, WAS DETERMINED BY HOLDING THE FOUND MONUMENTS AT POINTS NO:S 9022, 21060, AND 21063, PER ODOT R/W MAP 8B-3425(105}, THIS SOLUTION FITS BEST WITlJIN THE FOUND 0001' MONUMENTS AND FOUND PRIVATE MONUMENTS. HELD WIDTH OF 80.00 FEET, 40,00 Fr~ET ON EACII SIDE OF CENTERLINE, PER SAID MAP (105). NORTH UNE WESTWIND PARCEL 1 UNION PACIFIC RAILROAD (UP~R) (FORMERLY SOUTHERN PACIFIC RMLROAD (SPRR) THE CENTERLNE OF THE EXISTING TRACT WAS LOCATED ALONG THE ENTIRE SOUTHERN BORDER iN ADDITION '1'0 OTHEr< SPOT LOCATIONS SJ:DWN HE~80N TO DETERMINE THE RAILROAD RIGIlT OF WAY AND STATIONiNG, THf': SPRR MAP (74) SHOWS THIS RIGHT OF WAY SECTION WITH TAPER CURVES INTO AND OUT OF THE CENTRAL CUl<VES. THE CALCULATED POSITION USING THE SI)~~ MAP (74) TAPER CURVE DATA WITH TIlE TANGENTS AS DETERMINED BELOW, WOULD NOT FIT THE EXISTJNG T~ACK. IT WAS DETERMINED FROM CALCULATIONS THAT TITE EXISTING TRACK WAS RE-ALIGNED INTHIS AJ:<EA AND THAT THE RAILROAD DID NOT HOLD THE RECORD TAPER CURVE DATE. RAILROAD MAP 74 SOUTHERN PACIFIC RR MAP (NOW UNION PACIFIC RR) RIGHT OF WAY AND TRACK MAP, MAIN LINE SPRINGFIELD ,JUNCTiON TO NATRON STATION 501+36,2 TO STATION 699+30 MAP NO, V-26/2 (SOUTHER PACIFIC NO.) UNION PACIFIC NO, 45801, S.:2, OR, V-26 DEEDS 82 ilK. 186 PO, 175 83 HK. 317 PG. 165 84 ilK. 317 PO. 167 85 HK. 317 PO. 169 86 HK. 317 PG. 171 87 OK, 35 I PO, 30:) THE MOST NORTHERLY NORTII LINE OF SAID WESTWIND PARCEL 1 IS COINCIDENT WITH THE SOUTH RIGHT OF WAY LINE OF SAID McKENZIE HIGHWAY, POINT '^' IS THE MOST NORTHERLY NORTHWEST CORNER AND POINT '0' IS TIlE MOST NORTHE~LY NORTHEAST CORNER. POINT '^' AND POINT 'B' WERE DETERMINED BY HOLDING RECORD DISTANCES OF 100.00 FEET AND 205,00 FEET RESPECTIVb:LY, PER DEED 2005- 034029(93), AS SHOWN HEREON. WEST LINE TO DETERMINf, THE RAILROAD RIGHT OF WAY CENTEl<LINE THE TANGENTS WEJRR LAID OUT FIRST BY USING A CALCULATE BEST FIT LINE FROM THE TIES TO THE EXISTING Tl{ACK CENTERLINE. HOLDING THESE TANGEN'rS, TOGETHER WITH THE SP~~ MAP (74) CENTRAL CURvE DATA (RADIUS & LENGTH) AND THE TOTAL TAPER LENGTH, SPI~llLS CU~VES WERE CALCULATED AT BOTIl ENDS OF THE CENTRAL CURVES, THRSE SOLUTIONS FIT THE EXISTING TRACK CENTERLINE AND TIlE FOUND MONUMENTS AT PT, 9032, SET IN (54) AND PT, 5100, SET IN (46), 30,00 FEET FROM UPRR CENTERLINE, THE FOUND 24" CONCRETE CULVERT AT STATION 613+90,80 WAS HELD FORSTATlONING AS CALLED OUT ON SAID SPRR MAP (74). EAST LINE OF SAID WESTWIND PARCEL 2 TIIR EAST LINE OF SAID WESTWIND PARCEL 2, WAS DETERMINED BY HOLDING THE FOUND MONUMENTS AT POINT NO. 9036 AND 21074 PER (38) AND RXTENDINO TilE LINE NORTH 0.47 FEET TO INTERSECT THE SOUTH LINE OF PARCEL 1, AS DESCRIBED IN SAID BOOTH- KELLY DEEO (98), . 75 ROAD FILE NO. ) 926, FILE NO. 3275 FO~ BOOTH-KELLY ROAD 76 ROAD FILE NO. 2003 ~OAD NO. 1238 WEYERHAEUSER HAUL ~OAD 77 WEYE~HAEUSER TIMBER CO, MAP SPRINGFIELD MILL SITE, DATED APRIL 1947, REVISED 1:..22-48 CORNER REPORT (BT'S) 78 NO, 12202 S,W, CORNE~, A,W, HAMMIT, DLC NO. 86 79 NO. 11060, NNE. CORNER, '1'.0, EDWARDS, DLCNO, 55 80 NO, 11172, N.W. CORNER, A.W. HAMMIT, DLC NO, 38 CORNER RESTORATION REPORT 81 NO, 6608, S.W. CORNER, A.W. HAMMIT, OLC NO, 86 88 INST. NO. 5816:3 89 INST, NO. 58164 90 INST,NO.85900 91 INST. NO. 2001-077441 92 INST. NO, 2002016522 93 INST, NO. 2005 034029 94 INST. NO. 2005-0340:~() 95 REEL 177-61D, INS'!'. NO, 40857 96 REEL 1794R, INST. NO. 9255690 97 REEL 25()1 R, INST, NO. 99057098 98 ~I<;EL 54 550, INST. NO. 50805 99 REEL 627R, INST.NO, 738919 100 REEL NO. ) 252R, INST. NO, 832299 101 REEL NO. 1252R, INST, NO, 832299 102 REEL NO, 1262R, lNST. NO. 833231 103 I~EEL NO, 1368R, INS'!'. NO. 853377 104 REEL NO. 1891R, INST. NO, 937016 ODOT RiGHT.Of-WAY MAP 105 MAP NO, 88-34,.25. THE WEST BOUNDARY LINE OF SAID WESTWIND PARCELS 1 AND 2 IS THE WEST LINE OF THE A.W, HAMMIT DLC, BEING DETERMINED BY HOLDING THE FOUND MONUMENTS AT THE NORTHWEST AND SOUTHWEST CORNERS OF THE SAID OLC, AS SHOWN H~REON, EAST LINE THE EAST LINE OF SAID WESTWIND PA~CEL 1 WAS DETERMINED RY HOLDING RECORD DEED (94) DISTANCES ON A LINE LYING WEST OF AND PARALLEL WITH A LINE DEFENDED BY THE FOUND AND HELD MONUMENTS AT POINT NUMBERS 9026, 9021, AND 9015 PER RECORD SURVEYS CS 34151(49), PP 98-PlI92/CS3553(72), AND PP 99-PI265/CS36047(73), THE SOUTHEASTERLY CURVE SECTION WAS DETERMINED OY IIOLDING RECORD DEED CURVE DATA, RADIUS (776.201 AND LENGTH (655.93), pg~ THAT CERTAIN DEED NO, 2005- 034029(93) AND EXTENDiNG THE TANGENT SOUTHEASTERLY TO INTERSECT THE NORTHERLY RIGHT OF WAY LINE OF BOOTH KELLY ROAD, AS f)EFINED IN PARCEL 2 OF THAT CERTAIN DEED RECORDED ON ~EEL 54 55D, INST~UMENT NO. 50805(98). BOOTH-KELLY AND WEYERHAl~USE~ ROADS (XX) DENOTES REFERENCE DOCUMENT NUMBER. THE SOUTHEHLY LINE OF SAID WESTWIND PARCEL 1 AND THE NORTHERLY LINE OF SAID WESTWIND PARCEL 2, WAS DETERMINED BY HOLDING THE RBCO~O DEED DATA FOR THE BOOTH-KELLY ROAD AND A PORTION OF Tf IE WEYERHAEUSER HAUL ROAD, AS DESCRIBED IN THAT CE~TAJN DEED RECORDg[) ON REEL NO, 54- 550, INSTRUMENT No, 50805(98), SAID BOOTH-KELLY DEED (98) DISTANCES. ANGLES AND CURVE DATA WE~E HBLD AND ROTATED SO THAT THE NORTHEASTE~LY LINE OF PARCEL 1 OF SAID BOOTH- KELLY DEED (98) WAS COINCIDENT WITH TI IE SOUTHWESTERLY LINE OF THE PLAT OF GATEWAY PARK SECOND ADDITION (57). THE MOST WESTERLY AND SOUTHERLY BOUNDARY OF THE PLAT OF GATEWAY PARK SECOND ADDITION (57) WAS DETERMINED BY THE FOLLOW METHOD: HELD THE FOUND MONUMENTS AT POINTS 21154, 21155. AND 21 ) 56 TO ESTABLISH THE CENTERLiNE TANGENT OF ELDERBERRY LOOP. THE MOST WESTERLY BOUNDARY WAS SET SOUTHWEST OF AND PARALLEL WITH SAID CENTERLINE TANGENT AT PLAT DISTANCE OF 115.00 FEET, HELD THE FOUND MONUMENTS AT POINTS 21078,21081, AND 21082 FOR THE EAST RIGHT OF WAY LINE OF 49TH STREET (PLAT BOUNDARY). THE PLAT BOUNDA~Y ANGLE POINT ON THE EAST SIDE OF 49TH STREET WAS DETERMINED BY HOLDING PLAT l>ISTANCE {286,25, FROM TIlE MONUMENT AT POINT 21082, PLAT ANGLE WAS HELD TO DETERMINE THE SOUTH LINE, AT END OF 4<JTH STHEET, HELD PLAT RADIUS FOR THE CURVE SECTION BETWEEN SAID TANGENT LINES BASIS OF BEARINGS THE OASIS OF BEARINGS IS THE OREGON STATE PLANE COORDINATE SYSTEM (SOUTH ZONE, NAD 83), BASED ON GPS OBSEHVATIONS USING NGS STATiON DAVE, PID QE1742 AND LANE COUNTY CONTROL MONUMENT DEA-16591 8EARING ALONG TIlE WEST LINE OF A.W. IIAMMIT DONATION LAND CLAIM IS NORTH 01048'50" EAST. NOTE: FOUND MONUMENTS SHOWN HERE ON WERE LOCATED BETWEEN JULY 2005 & NOVEMBER 2007. PROJECT WAS SOLD TO ANOERSON l>EVELOPMENT LLC, Pl<ESENT OWNER IN 2007, CU~VE TABLE CURVE 'LENGTH RADIUS DELTA TANGENT CIIORD DIST CHO~D l>lRECTION C1 98.76 430.00 13009'34" 49,60 98.54 N81026'26"W C2 84,98 370,00 13009'34" 42,68 84.79 N79026'26"W C3 268,25 766,20 20003'35" 135,51 266.89 S08012'22"E C4 91.87 400,00 13009'34" 46,14 91.67 N81026'26"W C5 94.44 400,00 13031'39" 47,44 94.22 S81 "3T29"E C6 525,78 1462,39 20"35'59" 265~76 522,95 N62"16'49"W C7 1048,70 1432,39 41056'53" 549,10 1025.43 N72057' 16"W C8 316.48 1402.39 12055'47" 1 :)8 .91 315,81 S57"08'14 "E C9 300.07 766,20 22026'19" 151. 98 298.15 S36000'25"E / REGISTERED " CI0 286,05 . 608,02 26<157'21" 145.72 283.42 N82043'15"W PROFESSIONAL Cll 265.86 538,74 28016'29" 135.70 263.17 N82"03'41"W C12 65,02 542,92 6051'42" 32,55 64,98 N64"2T34"W NO SURVEYOR 1 CERTIFY THAT TIllS SUI<VEY .. C13 323,25 1432.39 12"55'47" 162.31 322.56 S57008'14"E OREG6~ C14 51.10 766,20 3049'17" 25,56 51.09 . S22052'37"E WAS I )REP ARED USING. lIP PRODUCT NO,S1640AON CIS 36.49 766,20 2043'43" 18,25 36.48 SI9"36'04"E CONTINENTAL NO, JPC4M2 C16 158,75 633.39 14"216'36" 79,79 158,33 838"07' 17"E POLYESTER FILM . LY 26. 1988 C17 34.99 633.39 3<109'55" 17.50 34,99 S29021 '30"E TIMOTHY D. MAHONEY CI8 33,94 633,39 3004'11" 16,97 33,93 S26" 14 '27"E " 2347 ./ C19 68,92 633.39 6014'05" 34,50 68.89 S21 o35'19"E . EXPIRES 12/31/Df' C20 48.42 633,39 4022'50" 24,22 48.41 S16016'51 "E C21 68.42 633,39 6011'24" 34,25 68.39 S10059'45"E C22 74.34 633.39 6043'30" 37.21 74.30 S04"32'18"W C23 32,13 633.39 2"54'24" 16.07 32,13 SOoo16'39"W C24 13.96 608,02 1 "18'55~' 6.98 13,96 S68035'07"E C25 23.88 390.19 3030'25" 1 1 ;94 23.88 S46004'21"E C26 94,16 390.19 13"49'37" 47,31 93,93 S54044'22"E C27 101.60 390.19 14"55'09" 5 1. 09 1 0 1.31 S69"06'45"E C28 ) 26,05 415,19 17"23'39" 63,51 125,56 S53000'5S"E 111'!1:11 Consulting Engineers C29 190.43 415,19 26" 16'46" 96,92 188,77 S74051'1 JUE 111 S~ Frfth A\Ia1~ Suite 2500 Portland, OR 97204-3628 C30 285,80 603,01 27009'21" 145,64 283.13 S74<136'23"E (503) 227-3251' GM! Fax (503) 274--4881 . POfU.nd SHttJ. Los Angeles SM FrMlct.cQ S.n D/fgQ PhtHHI/x Irvine VlrtinM . PROJECT NO. 306805.20 1'1 II 1~~SE~S?R.'~'MAP':17, ?2.3~,-' "I~AX ~di; N,O,:, .1,0~" c~~ O'~SP~'I~G:FJELD'CASENo,,'~UB2005~ooo481 t.f oF tf pa({(s