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Home My WebLink AboutPlan, Tentative APPLICANT 10/22/2009 li> :t: ~ WESTWIND ESTATES BEING SUBDMSION. OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NWQUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, FD 2-1/211 BRASS DISK ON IP, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN UP 0.20', STRAIGHT, STAMPED CITY OF SPRINGFIELD, LANE COUNTY, OREGON "LANE COUNTY SURVEYOR:J1. . OCTOBER 21, 2009 OFFICE, T17S, R2W, C62, C55, lJiI 198811; NNE CORNER TD M _:; FD 2-1/211 BRASS DISK ON IP, UP EDWARDS DLC; ~..~ 0.15', STRAIGHT, STAMPED IILANE SEE BT NO. 11060; HELD ~ ~ COUNTY SURVEYORS OF~~CE, T17S, o R2W, C62, C38, C55, 1988 ; NW Z CORNER A.W. HAMMIT DLC, NO. 38; FD 5/8" IRON ROD, NO r SEE BT NO. 11172; HELD CAP PERCSF 34151, S83036'56"W 0.89' FROM i CALCULATED POSITION ~ STA: 215+37.43 ti OFFSET: 39.87 LT \ S1 S88004'42"E ~ T 40.00' ~ /40.00" 888004'42"E 1100.00'.105.00'. PLAT CONTENTS SHEET PLAT BOUNDARY - BLOCKS "A", liB", & IIC" LINE, CURVE, AND SPIRAL TABLE BLOCK itA" - TRACT IIAII AND LOT 103 LINE AND CURVE TABLE 1 2 I- 00 ~ co 'o:t NOTE: SEE RECORD OF SURVEY NO. 40908 FOR McKENZIE HIGHWAY DETERMINATION. I- 00 ~ 'o:t BLOCK"BIt - TRACT "B't, ItC", & IIF" AND LOTS 1-27 EASEMENT DETAIL "A" LINE AND CURVE TABLE 3 BLOCK ItC" - PORTION OF TRACT "D", "E" & LOT 102 AND.LOTS 28-39 & 76-101 EASEMENT DETAILS "B" & "c" LINE, CURVE, AND SPIRAL TABLE 4 BLOCK ItC" - PORTION OF TRACT "D", "E" & LOT 102 AND LOTS 40-75, AND EASEMENT DETAIL "D" LINE, CURVE, AND SPIRAL TABLE 5 DECLARATIONS, ACKNOWLEDGMENT, CONDITIONS OF APPROVAL, SIGNATURE, NARRATIVE, SURVEYOR'S CERTIFICATE 6 . McKENZIE HIGHWAY (MAIN STREET) lJiI (:) 0 (:) CSF25246 0 II) 0 d 00 d I/) 't I/) ~ "" ~ INITIAL POINT AND ~ THE POINT OF BEG.u~"'dN~ OF BLOCK "A" - 1543.22' . FROM THE NW CORNER 100.00'. AW HAMMIT DLC NO. 38 S 88'"04'42 '"E I SEE DETAIL MARBROOK SHEET 2 75-258 SOUTH 47TH ST <t:>'" ;r ~()j CJ(;j CURVE Cl C2 C3 C4 C6 C8 C9 C10 C11 C12 C30 LENGTH RADIUS 98.76 430.00 84.98 370.00 268.25 766.20 91.80 400.00 525.78 1462.39 316.48 1402.39 300.11 766.20 285.98 608.02 265.86 538.74 65.02 542.92 285.80 603.01 CURVE TABLE DELTA CHORD DIST 13009'34" 98.54 13009'34" 84.79 20003'35" 266.89 13008'59" 91.60 20035'59" 522.95 12055'47" 315.81 22026'30" 298.19 26056'56" 283.35 28016'29" 263.17 6051'42" 64.98 27009'21" 283.14 CHORD DIRECTION N81026'26"W N79026'26"W N080 12'22"W N81031'44"W N62016'49"W S5r08' 14ltE S36000'19"E N82043'27"W N82003'41"W N64027'34ltW S74036'23"E ASTER STREET CS 28945 7m "" .~- I/) o II) (:) II) ....i o "" "" ,j SPIRAL SPl SP2 SP3 SP4 SP5 SP6 SPIRAL TABLE LENGTH I RADIUS CHORD BEARING 30' OFFSET SPIRAL S48019'04"E 275.40 I 1432.39 S48018'31"E 30' OFFSET SPIRAL S47051'54"E 210.00 1432.39 S47052'19"E 210.00 1432.39 S66024'08"E 30' OFFSET SPIRAL S66024'35"E CHORD DIST. 278.17 275.24 207.75 210.00 209.95 207.75 60 -' ~ . ~ 59 ~ ~ ~ ~ f:tl~ ...-i -~ {SO<X> Il. " 0::: 0 ~ a: 58 ~ ~ ~ ~ rn _~ ~fi:o~ is W <mC)C) ~I ~ 57 ~ ;:: ~ ej" ::; . ~ tf5 lJiI ~ -c4 - C/) I/)::C C 00 ~f~ b 56 ~ 55 ~ ~ - . " ~ ~ ~ yN88001'13"W 8 0::: 4.05' ~ 55 Z 8 Cl Jb ~L=98.76' ~ - ~ 54 fo.l7</.os U! J'39"W I - .60.00' 153'</.7' POINT 6F BEGINNING '~ ) DilISY OF BLOCK liB" M 2670.97' ... <[,:84.98' S1'. FROM THE NW CORNER. fo.l72~05.S2' AW HAMMIT DLe NO. 38. oJ'39"tr. 52 S86001'13"E vv CSF22916 3.87' a: " \0 ~ m v o ...-i o rn LEGEND: . DENOTES FOUND 5/811 x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED IlKPFF INC", SET IN CSF 40908. (UNLESS OTHERWISE NOTED) DENOTES SET 5/8" x 3011 REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." BLOCK A 251,539 S. F. 5.775 ACRES SEE SHEET 2 OF 6 p o DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED - SET ON BLOCK B 276,404 S. F. 6.345 ACRES SEE SHEET 3 OF 6 ~Q G~~ O~.o % ~:J..~ ~~~.r 1'0 q... ALUM BT CS CSF CALC DN FD LC LT IP IR POS RT RW /ROFW SC S.F. ST STA TS WI YPC 314 DENOTES ALUMINUM DENOTES BEARING TREE BOOK LANE COUNTY DENOTES CURVE TO SPIRAL DENOTES LANE COUNTY SURVEY NO. DENOTES CALCULATED DATA DENOTES DOWN DENOTES FOUND DENOTES LONG CHORD DENOTES LEFT DENOTES IRON PIPE DENOTES IRON ROD DENOTES POSITION DENOTES RIGHT DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTESTANGENTTOS~RAL DENOTES WITH DENOTES YELLOW PLASTIC. CAP DENOTES MONUMENT NUMBER DAISY ~. DAISYSTRE-ET BLUEBELLE PARK ~ 51 a=! ~ ~ II) ~ i->o - 00' (l') ~ 't ~ C/) ...-i \0 Z 0 ~ ; z 49 . UNION TERRAe: - GATEWAY PARK, 2nd ADDITION COMMON AREA 'C' 47 P-l I P~ n~ ff ---2: ~C5 0,1\. P-3 ....:j q ........ I I ~ ~ 0\ v -, S88011'03"E 65.66'1 . ,". 48 w-- 70.69' - ........... /~ I!) (I) C'f) .-l S83048'05"W 521.97' .-;OO'l'H KELLY ROAD - -- · N830$05"E 531.82' ~ . POINT OF BEGINNING OF BLOCK lIC" M 3377.00' FROM THE NW CORNER AW HAMMIT DLe NO. 38 (j) (') U, 0'\ ......s .....s + ex> ~ V! ..... in- ~ ~ 00 V ...-i SPl LC=N48019'04"W 278.17' BLOCK C 750,180 S. F. 17.222 ACRES SEE SHE~T 4 OF 6 00 \0 c-4 ~ <X> [xl in ~ C-l I/) o "" o Z ROCKY ROAD ~ " '- FD 5/8" IR, FLUSH, STRAIGHT SET IN CSF 23776 HELD PER CSF 40908 m c ~ ~ f!1 ~ ~ 0 ~ 0 c: 0 z ~ ~ 0 ~ r- m ~ ::0 " " n r ...... C/) J> r " z r1 fTI t:l Z n J> p CJ -I C " Z -l -< (,/) C /0 < fTI -< CJ /0 (,/) CJ ..,., ..,., l--t n fTI ~lJiI l'-C) :~ SP3 LC=N47051'54"W 207.75' / REGISTERED PROFESSIONAL LA.~ND SUtEYOR REGON JUN 30, 1997 TROY T. TETSUKA 2841 / EXPIRES 6/30/10 , 1-- ~ ~ ~ ~ FD ALUM. DISK ON!P, FLUSH, STRAIGHT, STAMPED "SW CORNER OF THE AW HAMMIT DONATION LAND CLAIM NO. 86, REESTABLISHED 1971 LEAVITT & NESS REG. NO. 4905"; SEE BT NO. 12202; HELD SP6 LC=N66024'35"W 207.75' NOTE: EXTERIOR PLAT BOUNDARY DETERMINED BY RECORD OF SURVEY NO. 40908. BASIS OF BEARINGS: THE BASIS OF BEARINGS IS THE OREGON STATE PLANE COORDINATE SYSTEM (SOUTH ZONE, NAD 83). BASED ON GPS OBSERVATIONS USING NGS STATION DAVE, PID QE1742 AND LANE COUNTY CONTROL MONUMENT DEA-16591, BEARING ALONG THE WEST LINE OF A.W. HAMMIT DONATION LAND CLAIM IS NORTH 01048'50" EAST. SEE CSF 40908. Olio Received: / ~ Z. PlAnner: SH 200 o 100 200 400 11If"'R Consulting Engineers W U,&I 111 s.~ Afth Avenue, Suite 2500 Portlanq OR 97204-3628 (503) 227-3251 GivU Fax (503) 274-4681 Portland Seattle Los Angeles San Francisco San Diego Phoenix Irvine Virginia ASSESSOR'S ~P 170232 - TAX LOT NO. ,104 J CITY.OF SPRINGFIELD CAS,E NO. SUB200S-00048 I PROJECT NO. 309826.00 SHEET 1 OF 6 SCALE: 1 INCH = 200 FEET . pRe Joo4f-OOO~g . · _ .. I, . ... ~lftLUl ftmrLs .i-- W b.U1v 6tuVK-- "\" I J L hflf'Vl 11 ~ ~.l-tJ k_~Sl Sv b d! v r~ i I.7'vL-- f~ /of~ WESTWIND ESTATES BEING SUBDIVISION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21, 2009 FD 2-1/2" BRASS DISK ON IP, UP 0.15't STRAIGHT, STAMPED "LANE COUNTY SURVEYORS OFFICE, TI7S, R2W, C62, C38, C55t 1988"; NW CORNER A.W. HAMMIT DLC, NO. 38; SEE BT NO. 11172; HELD CSF 25246 MARBROOK 75-258 SOU1;'H~7TH. ST. CSF 28945 ~ ~ t"- V /' 60 ~ a:: ~ rJ). Z ...... ::r: ~ JJd 59 a: a: C/L~ lJiIr:, {SO<x> .en ~ &1 ~ ~O. ~~~ ~OC/) mC)C) lJiI "" IS: .. 58 m ~ Z cj O~ tf5 lJiI ~ lI)::r:e rn "E-i~ 00 filo- ~ (:)8~ = !!'~~ t~~ 8~ 57 Z C) . "" ~ ~ (ij "" ~ "" FD 5/8" IRON ROD, NO CAP PER CSF 34151, S83036'56"W 0.89' FROM CALCULATED POSITION ." o o d ...,. b o d ...,. McKENZIE HIGHWAY S88004'42"E . . it, 105.00' ( 9024 ) 56 55 54 DAISY ST. 53 100.00' 0'1 ...-i 0'1 <X> 0 0 , 0 (V) t-- d (:) d II) ~ 0 Z d ~ fil II) ~ (:) ~ II) 00 lJiI 't C) "" fiJ 0 Z ~ o ~ ...-i ...-i SEE DETAIL RIGHT e( 9025) LOT 103 50,637 S. F. 1.162 ACRES S88004'42"E 100.00' N88004'42''W 204.94' J1 in (V) ci II) ( 9020 ) 6 01 o ~ I/) ...-i .. (9019) 7 fu I/) ci <X> . (9018) ro t-- 00 0'1 ...-i ~ ~ ~ C/) ei? t-- ~~ ~ t-1~ 0'1 ~8.....( 9017) de (:) $2 0 ~" 0 o ...-i TRACT "A" 200,902 S. F. 4.612 ACRES 00 v ci (V) t-- ~ __ ( 9028 ) II) 00 v (:) ~ 0 o 0 Z 0 "" . ( 9027) (:) o d o ...-i I \ . . ( 9016 ) ~ ~ \0 (V) J1 / i (:) I/) ...; o "" ...-i ~ \0 ~ 01 't ...-i -0 rn 100.49' <t:>'" ;r ~rt;j CJ(;j '0'1 o~ ZO'I . <X> ()O lJiI' ~~ lJiI 0- 1/)0 Oo~ 't55 o~ S88004'42"E Z 100.00' DETAIL NOT TO SCALE FD FENCE POST AT CORNER POSITION FD 5/8" IR W/YPC MARKED "KPFF INC" CSF 40908 S87024'28"E, 1.00' FROM CALC POSITION .~ FD 5/8" IRt S18006'02"E 0.84' FROM CALC POSITION PER CSF 40908 ASTER STREET I ~ ~ ::> ~ ~ rxl (f) ::> rxl ~ I ~I ~ 00 ~ DAISY STREET (:) CONVEYED TO CITY ~ OF SPRINGFIELD ~ INSTRUMENT NO. 2002-016522. \- DAISY ST \ LEGEND: . DENOTES FOUND 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC", SET IN CSF 40908. (UNLESS OTHERWISE NOTED) p DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." o DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED - SET ON ALUM DENOTES ALUMINUM BT DENOTES BEARING TREE BOOK LANE COUNTY CS DENOTES CURVE TO SPIRAL CSF DENOTES LANE COUNTY SURVEY NO. CALC DENOTES CALCULATED DATA DN DENOTES DOWN FD DENOTES FOUND LC DENOTES WNG CHORD LT DENOTES LEFT IP DENOTES IRON PIPE IR DENOTES IRON ROD POS DENOTES POSITION RT DENOTES RIGHT RW /ROFW DENOTES RIGHT-OF-WAY SC DENOTES SPIRAL TO CURVE S.F. DENOTES SQUARE FEET ST DENOTES SPIRAL TO TANGENT STA DENOTES STATION TS DENOTES TANGENT TO SPIRAL W / DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP 314 DENOTES MONUMENT NUMBER CURVE LENGTH RADIUS C 1 98.76 430.00 C3 268.25 766.20 C4 .91.80 400.00 C15 36.51 766.20 CURVE TABLE DELTA CHORD DIST 13009'34" 98.54 20003'35" 266.89 13008'59" 91.60 2043'49" 36.51 CHORD DIRECTION N81026'26"W N080 12'22"W N81031'44"W N19036'04"W FOUND MONUMENT TABLE: NO. DESCRIPTION 9016 FD 3/4" J.P. 9017 FD 3/4" J.P. 9018 FD 5/8" LR. W IYPC 9019 FD 5/8" I.R. W IYPC 9020 FD 5/8" I.R. W IYPC 9024 FD I" IRON ROD 9025 FD 3/4" I.P. 9027 FD 3/4" I.P. 9028 FD 3/4" J.P. SURVEY REF. BEARING TO CALC. POSe INITIAL POINT AND THE POINT OF BEGINNING OF BLOCK "A" .. 1543.22' FROM THE NW CORNER ~ AW HAMMIT DLC NO. 38 . .' ORIGIN UNKNOWN ORIGIN UNKNOWN CSF 28945 MARBROOK BK 75. PG 258 MARBROOK BK 75. PG 258 CSF 34151 ORIGIN UNKNOWN ORIGIN UNKNOWN ORIGIN UNKNOWN BEARS N88011'10"W 2.39' WEST OF LINE. BEARS N88011'10tlW 2.66' WEST OF LINE. BEARS N88011'10tlW 2.44' WEST OF LINE. BEARS N88011'10"W 2.22' WEST OF LINE BEARS N88011'10"W 1.85' WEST OF LINE BEARS S30033'46t1E 1.04' TO CALC. POS. BEARS N88011'10tlW 2.43' WEST OF LINE BEARS N88011'10tlW 2.25' WEST OF LINE. . BEARS N88011'10tlWt 2.43' WEST OF LINE ~ ~ ~ ;- REGISTERED PROFESSIONAL LANQ SURVEYOR ~!t(.--= ORtGON JUNE 30, 1997 TROY T. TETSUKA 2841 ./ EXPIRES 6/30/10 , 100 o 50 100 SCALE: 1 INCH = 100 FEET NOTE: 1. EXTERIOR PLAT BOUNDARY DETERMINED BY RECORD OF SURVEY 40908. 2. DAISY STREET RIGHT OF WAY WIDTH CHANGES FROM 56.00 FEET TO 60.00 FEET. MONUMENTS SET AT 30.00 FEET FROM CENTERLINE ON D.L.C. LINE AS SHOWN. DAISY STREET ROW IS VARIABLE IN WIDTH EAST OF CURVE NO.4. Date Received) 0 / Z;Z~~-, Planner: SH ......-~... I'1JIf"'n Consulting Engineers W ~ 111 SW Ftfth Avenue; Suite 2500 Portland, OR 97204-3628 (503) 227-3251 GM! Fax (503) 274-4681 Portland Seatlle Los Angeles ~an Francisco San Diego PhoenIx Irvine Virginia PROJECT NO. 309826.00 SHEET 2 OF 6 ASSESSOR;S MAP 17 02 32 - TAX LOT NO. 104 I CITY OF SPRIN?FIELD CASE NO. SUB2005-00048 I , 200 ~ 0 ~ !11 ~ n ~ 0 ~ ~ ~ -< n ~ r- m ~ ;tI ,;; I '1 n r I-i V') l> r '1 z r1 r1 t:j Z () J> 0 0 -; C ." Z -I -< (/.) C /0 < r1 -< 0 /0 (/.) 0 ..., ..., I-l () r1 DAISY STREET WESTWIND ESTAl'.I:!;S BEING SUBDMSION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH~ RANGE 2 WEST~ OF THE WILLAME'ITE MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21, 2009 55 S8600 l' 13"E fx1 3.87' o ~oo "'" cl/) 'to 8 -..:::!- S87001'22"E 84.98' Z CURVE DATA LENGTH=82.17' RADIUS=370.00' DELTA= 12043'28" CHORD=N79039'29"W,82.00' LEGEND: 20' WATERLINE EASEMENT PER DOCUMENT NO. 8332317 DETAIL "A" NOT TO SCALE TRACT B 54 DAISY STREET CONVEYED TO CITY OF SPRINGj;f~LD INSTRUMENT NO. 2002-016522 SEE SHEET 2 OF 6 _lr:91.80' .l) g ~ ~ lV740 !4lSl" ~ I-g . --- ~51'39"t{; · POINT O. ~ BEG..........G <\ C'.~.f,...~. ~:;98' '\ " - ~--P'!.2i'. ~i~~~:v-;g;::~' ~...c&.S86001'13"E -~<S72<i . ---- AW HAMMIT DLC NO. 38 3.87' SEE DETAIL "A" '$.1189'21:1 ABOVE2r. .14' . DENOTES FOUND 5/8" x 30" ~l:jAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC", SET IN CSF 40908. (UNLESS OTHERWISE NOTED) Jf DENOTES SET 5/8" x 30" ~l:jAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." o DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "~.ttli INC." TO BE POST MONUMENTED - SET ON 52 20' WATERLINE EASEMENT\ PER DOC. NO. 8332317 tV . ~ ALUM DENOTES ALUMINUM BT DENOTES BEARING1~~ BOOK LANE COUNTY CS DENOTES CURVE TO SPIRAL CSF DENOTES LANE COUNTY SURVEY NO. CALC DENOTES CALCULA!~U DATA DN DENOTES DOWN FD DENOTES FOUND LC DENOTES LONG CHORD LT DENOTES LEFT IP DENOTES IRON PIPE IR DENOTES IRON ROD POS DENOTES POSITION RT DENOTES RIGHT RW /ROFW DENOTES RIGHT-OF-WAY SC DENOTES SPIRAL TO CURVE S.F. DENOTES SQUARE FEET ST DENOTES SPIRAL TO TANGENT STA DENOTES STATION TS DENOTES TANGENT TO SPIRAL W / DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP 314 DENOTES MONUMENT NUMBER \0 -10 ~ -~ "" DAISY STREET CTB 2 ,OS6 S. F. S22916 ~600 <"1.' "1.9~ J,J6 '<6' BLu~.tSELLE PARK ~ to-- .~ to-- 51 -00 ...-i ~ ~ (Y') 10 to (Y') 10 J. 50 N v filtO o 10 II) 00 ,. (.~ ..... ,.J o Z (:) o o I/) o LOT 3 4,921 S.F. N88008'51''W I 83.22' 033: 8 LOT 4 ~ 4,156 S.F. ci v S88008' 51 "E 83.10' - ii> ~ to-- I!S ~ It) v LOT 13 0 () 5,026 S.F. to-- ~ 0 S88008'51 "E 80.00' S88008'51 "E 6 . 80.00' o o o LOT 16 \0 4,800 S.F. J';a:l o t) ~. < i- \0 ~ ~ '0 = ~ -at ~ V ~ 0 = ~ S ~ Ol~ CIl ;'X 20'0 20'~ C 54,535 S. F. 1.252 ACRES ;.1 o o ~o ~ LOT 12 ~ q 10 4,800 S.F. ~ g ~ N88008'51''W 80.00' o o o II) LOTS 8 4,154 S.F. g N88008'51''W 83.07' t1 Oa~ CIl~ =(Y')\o E-t lJiI,t--: 00" 0 ..0\00 ...-9~ ~~ bO OZ CIl ) 0 N88008'51 "W g 80.00' fx1 0 0 Ol- 0 00 0 0 LOT 11 - 0 0 ...-i . 10 11)0 \0 4,800 S.F. :.... 10 0 S88008'51"E Z 6 0 80.00' (:) 0 0 (:) 0 0 LOT 10 0 \0 0 4,800 S.F. 0 \0 \0 49 p U\57 :>0 .I\?, t,? 57~ 57\?> .t,? 57, o LOT 17 ~ 4,800 S.F. 10 o o -0 II) LOT 6 4,152 S.F. o o d II) S88008'Sl"E 80.00' UNION TERRACE LOT 18 4,845 S.F. ~ tV N88008'51''W ~ 83.13' C46 (J\ LOT 19 t: 6,067 S.F. ~ 0 0 0 LOT 7 0 C 0 0 P-2 It) 4,149 S.F. II) 25' 25' J..f S88008'51"E 82.97' '0 N88008'Sl''W 6 80.00' ;:... Ol (\') to-- \0 LOT 9 ci ~ 0 to-- ~ 5,470 S.F. \0 '-"" P-3 .~ (Y') et5 \0 - ~ I 95.26' It) , 5' 80.80' -/ <- - 25.25 25.2 -f~ I.. -,..r- 97' ,r~~ S83048'05"W 521. - ;.-r-- It) ~ 229.08' (Y') __ - 689' _ _ - N83048'05"E 52. BOOTH KELLY ROAD -- LOT 8 4,768 S.F. 83.75' ... .-:q.. l") to l") - - c,.) CJ! 108.99'_ -()-- , - -. \ \ --nr ASSESSOR'S MAP 170232 - TAX LOT NO. i04 I t;n f OF SPRINGliw..LD CASE NO. SUB2005-00048 I RECORDED LANE COUNTY SURVEYORS OFFICE DATE: COUNTY CLERK CSF NO, BY: FILE DATF " ed" )0\11/ - Date Recelv - Planner: SH CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIST CHORD DIRECTION C2 84.98 370.00 13009'34" 84.79 N79026'26"W C4 91.80 400.00 13008'59" 91.60 N8l031'44"W C9 300.11 766.20 22026'30" 298.19 S36000'19"E CIO 285.98 608.02 26056'56" 283.35 N82043'27"W C14 51.10 766.20 3049'17" 51.09 N22052'37"W C26 50.60 275.00 10032'36" 50.53 S03025'09"E C27 128.76 130.00 56045'02" 123.56 N26031'22"W C28 67.60 175.00 22008'03" 67.19 N35031'09"E C29 96.43 325.00 16059'59" 96.07 S38005'11"W C30 285.80 603.01 27009121" 283.14 S74036'23"E C31 50.00 325.00 8048'53" 49.95 S16021 '52"W C32 50.00 325.00 8048'53" . 49.95 S07032'59"W C33 7.32 325.00 1017'23" 7.32 S02029'51"W C34 52.87 225.00 13027'50" 52.75 N28007'30"E C35 46.06 225.00 11043'45" 45.98 N40043' 18"E C36 20.02 275.00 4010'19" 20.02 S44030tOO"W C37 77.66 27S.00 16010'46" 77.40 S19042'02"W C38 30.58 150.00 11040'57" 30.53 N49003'24"W C39 93.79 150.00 35049'37" 92.27 N25018'07"W C40 106.60 110.00 55031'33" 102.48 N25054'37"W C41 46.84 275.00 9045'29" 46.78 506043t54"W C42 43.04 295.00 8021 '36" 43.00 S020 19'39"E C43 24.19 150.00 9014'28" 24.17 N02046'05"W C44 11.30 255.00 2032'23" 11.30 S07025'15"E C45 35.64 201.18 10008'58" 35.59 S02008'57"E C46 11.24 295.00 2011'00" 11.24 S07035'56"E C112 2.35 110.00 1013'29" 2.35 5540 17'08"E Cl13 17.84 125.00 8010'32" 17.82 S12046'43"E C114 50.00 325.00 8048'S3" 49.95 S25010'45"W C115 110.44 200.00 31038'23" 109.0S N30045t58"E C116 60.13 300.00 11029'02" 60.03 S400S0'39"W C126 174.09 300.00 33014'58" 171.66 S18028'38"W LINE TABLE LINE LENGTH BEARING L1 15.45 NI4058'19"E L2 20.20 N06057'24"W L3 20.20 S77009'40"W L4 26.28 N78040'46"E L5 3.28 SOI051'09"W L7 23.19 NOI051'09"E NOTE: ,- REGISTERED , PROFESSIONAL LAf.D D SURVEYOR ~t{; o- bREGON JUNE .30~ 1997 TROY T. TETSUKA , 2841 ~ EXPIRES 6/30/10 EX! Ji..t<lOR PLAT BOUNDARY DETERMINED BY RECORD OF SURVEY 40908. 60 30 60 120 o SCALE: 1 INCH = 60 FEET ".""" Consulting Engineers WM,U 111 S.W: Fifth Avenue, Suite 2500 Portland, OR 97204-3628 (503) 227-3251 Civil Fax (503) 274-4681 Portland Seattle Los Angeles San Francisco San Diego Phoenix Irvine Virginia PROJECT NO. 309826.00 SHEET 3 OF 6 . - BY:. RECORDED DATE: ~~ JIlO = =~ PF-cO td~~ 0 OO~... - 0 ~t - ~ r:r.:s - =-m r:r.o O~ 0-- eQt--.bo - O(f)~ .~ Q.,,(f)~ ui l :~ ....... SEE SHEET 3 OF 6 - /j;.~ ~.e 'b. ~.e ~~ ~ ~O ~ COUNTY CLERK --0 BOOTH KELLY RO~ 8'05"E 526.89 N8304 - 2i9.0~ - - --, 188.83' - N83048'05"E SPIRAL SPl SP2 SP3 SP4 SP5 ~ SP6 6./0 ed "0./ '<t~" D.ate Recelv : :e <./ Planner: SH LOT 102 /;<101 74,825 S. F. 1.718 ACRES 107.97' LOT 86 5,247 S.F. 85.46' LOT 101 6,316 S.F. 0\ <X> r... cO II) \0 ~ ..... l'- f;t1 (:) II) 00 v <:"'J. 0_ z r... ~57. ;?~ ~, ~&~ e. ....?(j) Ql '-1. ~, BEING SUBDMSION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAMEl.l.~ MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARr~R OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21, 2009 EASEMENT DETAIL "C" NOT TO SCALE UTILITY EASEMENT PER DOCUMENT NO. 8322991 "~ ,~~ o~ ~'<S TRACT E . ()~.'t. ~ ~Q~~~ ?>~ /' /' '\ '9 ~. J'/ \~.~~ /' ) ~ 0$ ~ ~ ~ < /' ---: ,\1 ~~C) ,,<(., 15'. ,\\1' s~'v ,<:)<:) /\ ~ 'b ~fQ .<:)<:) b /' qa a c ~~~ ~'P/ '\ ~..~~ IS.) /'/ ) /' /' ~ ~<(., /' ,<0- ,<:)<:) ~~<:) ~~ ~ -1 a o. br\l~ "t a ollt.? w sodOQ ~ 0" 1\1.0( b ~1, ~% !P ()::).7>~,..."". w (\~(\o"'" - 00 ~,... 1'vv v c "0> ~,...--- , ~, 1 . o ~... C 2Ac.f:> j 1.'\' LOT 99 z ~ ~,... rt'~-1' "t. . ~:!>'()d()() LOT 100 EASEMENT DETAIL "B" NOT TO SCALE UTILITY EASEMENT PER DOCUMENT NO. 8322991 o 30 60 120 60 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIST CHORD DIRECTION CURVE TABLE C11 265.86 538.74 28016'29" 263.17 N82003'41"W CURVE LENGTH RADIUS DELTA CHORD DIST CHORD DIRECTION C12 65.02 542.92 6051'42" 64.98 N64027'34"W C66 50.00 1550.00 1050'54" 50.00 N60022'47"W C17 257.13 225.00 65028'38" 243.36 S30053'09"E C67 50.00 1550.00 1050'54" 50.00 N58031'57"W C18 440.55 1525.00 16033'08" 439.02 N55020'55"W C68 50.00 1550.00 1050'54" 50.00 N56041'00"W C24 393.93 1750.00 12053'51" 393.10 N53031'16"W C69 50.00 1550.00 1050'54" 50.00 N54050'05"W C25 94.04 125.00 43006'13" 91.84 N38025'05"W C70 49.59 1550.00 1049'59" 49.59 N52059'39"W C30 285.80 603.01 27009'21" 283.14 S74036'23"E C71 50.01 1550.00 1050'55" 50.01 N51009'11"W C47 60.28 250.00 13048'56" 60.14 Sll048'27"E C72 35.39 1550.00 1018'30" 35.39 N47043'36"W C48 55.00 250.00 12036'18" 54.89 S2500 1 '04"E C73 50.00 1550.00 1050'53" 49.99 N49018'17"W C49 55.00 250.00 12036'18" 54.89 S37037'22"E C74 27.31 1730.00 0054'17" 27.31 N47031'29"W C50 85.67 200.00 24032'31" 85.01 S16050'45"E C75 34.76 145.00 13044'02" 34.67 S36042' 13"E NO'l.'b.;: C51 72.53 202.30 20032'34" 72.14 S39027'13"E C76 49.46 1730.00 1038'16" 49.45 N59009'03"W C52 47.93 204.13 13027'09" 47.82 S56050'22"E C77 41.50 145.00 16023'57" 41.36 S51046'13"E EXTERIOR PLAT C53 12.76 1550.00 0028'18" 12.76 N63023'19"W C78 52.11 1730.00 1043'33" 52.11 N57028'09"W BOUNDARY D.li'l~RMINED C54 129.79 1462.39 5005'07" 129.75 N70002' 16"W C79 52.11 1730.00 1043'33" 52.11 N55044'36"W BY RECORD OF SURVEY C55 36.93 105.00 20008'59" 36.74 S49053'42"E C80 52.11 1730.00 1043'33" 52.11 N54001'03"W 40908. C56 53.25 1770.00 1043'26" 53.25 N58031'09"W C81 52.11 1730.00 1043'33" 52.11 N52017'30"W C57 49.86 1770.00 1036'50" 49.85 N56051'01"W C82 52.11 1730.00 1043'33" 52.11 N50033'57"W C58 49.88 1770.00 1036'53" 49.88 N55014'10"W C83 52.11 1730.00 1043'33" 52.11 N48050'24"W CURVE TABLE (EASEMENTS) C59 49.77 1770.00 1036'40" 49.77 N53037'23"W C102 85.95 250.00 19041'57" 85.53 S53046'30"E CURVE DELTA RADIUS LENGTH CHORD C60 50.01 1770.00 1037'08" 50.01 N52000'29"W C103 433.33 1500.00 16033'08" 431.83 N55020'55"W C150 0.32'21" 1462.39' 13.76' N72.18' 38"W. 13.76' C61 49.72 1770.00 1036'35" 49.72 N50023'37"W C124 18.07 542.92 r54'26" 18.07 S61058'55"E C151 4.41'50" 1462.39' 119.89' N65'08' 47)1W 119.86' C62 50.08 1770.00 1037'16" 50.08 N48046'42"W C125 46.95 542.92 4057'17" 46.93 S65024'47"E C152 0'29'52" 1462.39' 12.70' N62.33'09"W 12.70' C63 27.66 1770.00 0053'43" 27.66 N47031'12"W C127 18.19 853.23 r13'17" 18.19 N59053'02"W C153 5'51'03" 1462.39' 149.34' N59.22'41"W 149.27' C65 50.00 1550.00 1050'54" 50.00 N62013'41"W C128 395.99 1462.39 . 15030'53" 394.78 N59044' 16"W C154 0.25'13)1 1462.39' 10.73' N56'14'33"W 10.73' · ASSESSOR'S MAP 17 02 32 - TAX LOT NO~ 104 'I CITY OF SPRING~JH.r.T) CASE NO. SUB2005-00048 i SCALE: 1 INCH = 60 FEET ~ ~ REGISTERED " PROFESSIONAL ~. 1:S~tEYOR ~ t>REGON JUNE 30, 1997 TROY T. TETSUKA , 2841 ./ EXPIRES 6/30/10 LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DA TF SPIRAL TABLE LENGTH I RADIUS CHORD BEARING 30' OFFSET SPIRAL S48019'041lE 275.40 I 1432.39 S48018'31"E 30' OFFSET SPIRAL S4r51'541lE 210.00 1432.39 S47052'19"E 210.00 1432.39 S66024'08"E 30' OFFSET SPIRAL S66024'35"E CHORD DIST. 278.17 275.24 207.75 210.00 209.95 207.75 ...- )D ~ {y .. LINE Lll L12 L13 L14 L15 L16 L17 L25 L26 L27 L28 L29 1..30 1..31 1..32 1..33 1..34 1..35 1..36 1..37 1..38 L39 L40 L43 L44 LINE TABLE LENGTH 34.94 40.15 24.59 28.32 34.93 17.97 10.21 31.99 20.90 28.49 24.39 25.01 27.41 21.98 30.87 18.52 34.50 14.90 37.84 11.56 54.77 13.87 21.21 21.21 13.87 BEARING N42058'09"W N38036'15"W S61053'35"E N61053'35"W S60032'36"E N60002'41"W N75021 '43"W S58044'27"E N58011'48"W S56057'34"E N56024'56"W S55007'56"E S54030'00"E N53029'09"W N52039'07"W S51047'52"E S50048'13"E S50027'36"E N49007'32"W N48055'06"W S47004'21"E S47004'21"E S02004'21 "E S87055'39"W N4r04'21"W LEGEND: . DENOTES FOUND 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMt'.litu "KPFF INC", SET IN CSF 40908. (UNLESS OTtl.litKWlSE NOTED) DENOTES SET 5/81l x 30" REBAR WITH YELLOW PLASTIC CAP STAIvlJ:'.litu "KPFF INC." p o DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAM.t'.litJ.) "KPFF INC." TO BE POST MONUMENTED - SET ON ALUM DENOTES ALUMINUM BT DENOTES BEARING TREE BOOK LANE COUNTY CS DENOTES CURVE TO SPIRAL CSF DENOTES LANE COUNTY SURVEY NO. CALC DENOTES CALCULATED DATA DN DENOTES DOWN FD DENOTES FOUND LC DENOTES LONG CHORD LT DENOTES LEFT IP DENOTES IRON t'lJ:'.Iit IR DENOTES IRON ROD POS DENOTESPOffiTION RT DENOTES RIGHT RW/ROFW DENOTES RIGHT-OF-WAY SC DENOTES SPIRAL TO CURVE S.F. DENOTES SQUARE ~.Iit.litl ST DENOTES SPIRAL TO TANGENT STA DENOTES STATION . TS DENOTES TANGENT TO SPIRAL W I DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP 314 DENOTES MONUMENT NUMBER ~ Consulting Engineers Wf,6,M 111 S.~ Fifth Avenue. Suite 2500 Portland, OR 97204-3628 (503) 227-3251 Civil Fax (503) 274-4681 Poriland Seattle Los Angeles San Francisco San Diego Phoenix Irvine Virginia PROJECT NO. 309826.00 SHEET 4 OF 6 LINE L18 L19 L22 L41 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L69 L70 CURVE C8 C19 C23 C30 C64 C84 C85 C86 C87 C88 C89 C90 C91 C92 C93 C94 C95 C96 C97 C98 C99 CI00 CI01 CI04 CI05 C106 C107 C108 C109 ClIO C111 C129 C130 C131 C132 LINE TABLE LENGTH 21.21 21.21 19.95 21.30 36.44 34.71 9.96 42.90 15.73 31.18 22.04 27.96 22.04 27.96 22.04 27.96 22.04 27.96 22.04 27.96 26.28 31.44 25.85 30.28 22.97 59.97 LENGTH RADIUS 316.48 1402.39 69.85 475.00 36.76 250.00 285.80 603.01 33.82 230.00 6.82 380.00 50.21 380.00 51.25 380.00 53.36 380.00 46.97 56.00 8.43 380.00 41.72 56.00 5.60 21.00 13.25 21.00 9.31 9.00 6.40 270.00 33.30 270.00 4.67 420.00 50.16 420.00 50.21 420.00 47.03 420.00 14.05 420.00 34.91 25.00 73.53 500.00 285.03 500.00 41.52 450.00 24.65 450.00 36.65 450.00 54.08 450.00 49.99 450.00 -50.00 450.00 240.19 475.00 30.59 475.00 158.21 400.00 62.83 45.00 BEARING N02004'21"W N87055'39"E N50036'27"E N42054'56"W S72021 '08"E S68010'21"E S680 10'21 "E S680 10'21"E S68010'21"E S55029'52"E N55029'52"W N55029'52"W N55029'52"W N55029'52"W N55029'52"W N55029'52"W N55029'52"W N55029'52"W N55029'52"W N55029'52"W S54040'08"E N50020'00"W S50020'OO"E N44010'OI"W S440 10'0 I"E S44012'30"E SPIRAL SPl SP2 SP3 SP4 SP5 SP6 CHORD DIST. 278.17 275.24 207.75 210.00 209.95 207.75 JI1'~~~ ~lT8~~ . C30 ~11.t ~ L::::28 O.ctb 5.80' RECORDED DATE: FD 5/8" IR W /YPC MARKO "KPFF INC" HELD PER CSF 40908 ALSO FD 5/8" IR FLUSH, STRAIGHT SET IN CSF 36047 SOl052'25"W 0.45' SPIRAL TABLE LENGTH I RADIUS CHORD BEARING 30' OFFSET ~t'JJ:<AL S48019'04"E 275.40 I 1432.39 S48018'31"E 30' OFFSET ~:t'1KAL S47051'54"E 210.00 1432.39 S47052'19"E 210.00 1432.39 S66024'08"E 30' OFFSET ~:t'U<AL S66024'35"E / REGISTERED , it) NOTE: PROFESSIONAL C'l - ~ C130 C EXn.~..KlOR PLAT LAtif) SURVEYOR BOUNDARY DETERMINED ~, /L--.: BY RECORD OF SURVEY 40908. --- 0 rEGON JUN 30, 1997 73.84' TROY T. TETSUKA '- 2841 ,/ TRACT E EXPIRES 6/30/10 72,818 S. F. ~S? ;;>0 ~>- 576''i ~ ~<9 (j) '<- 57- 65.66' S88011'03"E . .. CURVE TABLE DELTA CHORD DIST 12055'47" 315.81 8025'31" 69.79 8025'31" 36.73 27009'21" 283.14 8025'31" 33.79 1001'43" 6.82 7034'17" 50.18 7043'36" 51.21 8002'42" 53.31 48003'31" 45.61 1016'18" 8.43 42041'20" 40.76 15016'14" 5.58 36009'44" 13.04 59018'02" 8.90 1021'29" 6.40 7004'03" 33.28 0038'14" 4.67 6050'32" 50.13 6050'59" 50.18 6024'56" 47.00 1055'01" I 14.05 80000'00" I 32.14 8025'31" 73.46 32039'42"281.18 5017'13" 41.51 3008'18" 24.65 4040'01" 36.64 6053'08" 54.05 6021'54" 49.97 6021'58" 49.97 28058'20" 237.64 3041'22" 30.58 22039'42" 157.18 80000'00" I 57.85 SEE SHEET 4 OF 6 CHORD DIRECTION S57008'14"E S51017'06"E S51017'06"E S74036'23"E S51017'06"E S56000'44"E S60018'44"E S67057'40"E S75050'49"E N57006'43"W S80030'19"E N11044'17"W N17020'34"E N43003'35"E S31029'27"W S47045'05"E S51057'51"E S55048'59"E S59033'22"E S66024'07"E S73002'05"E 8770 12'04"E N38009'34"W S51017'06"E S71049'43"E S49042'57"E S53055'43"E S57049'52"E S63036'27"E S70013'59"E S76035'55"E N69059'02"W S86018'53"E N66049'43"W S38009'34"E LOT 102 74,825 S. F. 1.718 ACRES in .q- ui I/) ..... 2.037 ACRES i'- 0'1 00 (Y) FD 5/8" IR, FLUSH, ~lJ:<AIGHT ...-i SET IN CSF 23776 HELD 0.04' EAST t'~K CSF 40908 ~ ~ 01<9 .......... ------- I.LJ N90'OO'00"E g 10.00' !1J 0_ r--' 0 PtO I ~ g~1 It;P z_1 I~~ I ~II '30' OFFSET SPIRAL CHORD N47'01'OS"W, 13.67' I ~ j)€~~ ~ .o{" /.) u1'. CIOS Oc~ ltlly ~ ~4r1' €<i&-""""""" 41'0 ~4t . 8a ~4r1' ~ ~<~ ~ :9< ~ ~ 4'-'X: (9~ ~~ ..9Q '7 S' 'lp. ..?;:.; 0> ../>, 30' OFFSET SPIRAL CHORD N46'37' 40"W, 80.23' ~ LC ~ :::: 1l166~<J.~P6 "--- 8S"W -............. <O/,- .7S' ~ (Y) o .q- ...-i LANE COUNTY SURVEYORS OFFICE CSF NO, FILE DA TF COUNTY CLERK BY: WESTWIND ESTATES BEING SUBDIVISION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAME'ITE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21,2009 ate p.eceiVed:J.Q..".1IV v"".. o SH p\anner: LEGEND: . DENOTES FOUND 5/8" x 30" J:<.t!.1::SAR WITH YELLOW PLASTIC CAP STAMPED "KPFFINC", SET IN CSF 40908. (UNLESS OTHERWISE NO ll!;U) P DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "Iu"ll,li. INC." o DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED - SET ON 00 \0 C'i N <X> ALUM DENOTES ALUMINUM BT DENOTES BEARING TREE BOOK LANE COUNTY CS DENOTES CURVE TO SPIRAL CSF DENOTES LANE COUNTY SURVEY NO. CALC DENOTES CALCULNr~u DATA DN DENOTES DOWN FD DENOTES FOUND LC DENOTES LONG CHORD LT DENOTES LEFT IP DENOTES IRON ~fr'~ IR DENOTES IRON ROD POS DENOTES POSITION RT DENOTES RIGHT RW /ROFW DENOTES RIGHT-OF-WAY SC DENOTES SPIRAL TO CURVE S.F. DENOTES SQUARE FEET . ST DENOTES SPIRAL TO TANGENT STA DENOTES STATION TS DENOTES TANGENT TO SPIRAL W / DENOTES WITH YPC DENOTES YELLOW PLASTIC CAP 314 DENOTES MONUMENT NUMBER ?; in N ~ II) o ..... o C/) ~ ~ ~ 60 o 60 120 30 EASEMENT DETAIL "D" NOT TO SCALE 1 0' WIDE UTILITY EASEMENT PER DOCUMENT NO. 8322991 FD 5/8" IR, FLUSH, STRAIGHT SET IN CSF 23776 HELD :t'~K CSF 40908 ASSESSOR'S MAP 170232 - TAX LOT'N,O. 104.1 CITY OF SPRING,lil~in CASE NO. SUB2005-00048 ~ ""'" ~ SCALE: 1 INCH = 60 FEET """" Consulting Engineers W~ m sw Afth Avenu~ SUlle 2500 Portland, OR 97204-8628 (503) 227-3251 GM! Fax (503) 274-4681 Portland Seattle Los AngeJ88 San Francisco San 018go Phoenix Irvine VIrginia PROJECT NO. 309826.00 SHEET 5 OF 6 I WESTWIND ESTATES BEING SUBDIVISION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAMETIE MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMEll'~ MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21, 2009 SURVEYOR'S CERTIFICATE I, TROY T TETSUKA, HEREBY SAY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS R.tl,.I:"KESENTED ON THE MAP OF WESTWIND ESTATES AND BEING MORE PARTICULARLY DES\,;J:C.Jl:SED AS FOLLOWS: BEINGA SUBDMSION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAM~11~ MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86, IN THE NW QUARTER OF SECTION 4 AND THE NE QUARn~.IK OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMETTE MERIDIAN, CITY OF SPRINGlil~.t..D, LANE COUNTY, OREGON. DECLARATIONS KNOW ALL MEN BY THESE PRESENTS THAT IS THE OWNER OF THE LAND DESCRIBED HEREON, AND THEY HAVE CAUSED THIS SUBDMSION TO BE PREPARED IN ACCORDANCE WITH THE OREGON REVISED STATUES, CHAPll!;R 92 AND DO HEREBY SUBDIVIDE AND PLAT THE SAME. OWNERS HEREBY DEDICATE TO THE PUBLIC FOREVER ALL STREETS AND EASEMENTS D~.I:"lCTED ON THE FACE OF TillS PLAT. OWNERS HEREBY ACKNOWLEDGE ANY EXISTING EASEMENTS SHOWN OR NOr~JJ HEREON. TRACTS "A"-"F" SHALL BE GRANTED TO AND MAINT.AINED BY THE HOMEOWNERS ASSOCIATION. BLOCK "A" COMMENCING AT THE NORTHWEST CORNER OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, BEING MARKED BY A FOUND 2-1/2" BRASS DISK; THENCE ALONG THE WEST LINE OF SAID DONATION LAND CLAIM SOUTH 01048'5011 WEST, 1543.22 FEET TO THE SOUTHWEST CORNER OF THAT TRACT OF LAND CONVEYED TO THE CITY OF SPRINGli1!i.iLD IN THAT CERTAIN DEED RECORDED MARCH 1, 1973, RECEPTION NO. 73-08919, LANECOUNTY OFFICIAL RECORDS AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED BLOCK "A", ALSO BEING THE INITIAL POINT FOR THE h~KEIN DESCRIBED PLAT OF WESTWIND ESTATES, BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMJ:"~J..)"K.I:"lili- INC"; THENCE LEAVING THE WEST LINE OF SAID DONATION LAND CLAIM AND ALONG THE SOUTH LINE OF SAID CITY OF SPRINGli W,I.t..D TRACT SOUTH 88004'42" EAST, 100.00 FEET TO THE SOUTHEAST CORNER OF SAID CITY OF SPRINGlil~LD TRACT; THENCE ALONG THE EASTERLY LINE OF SAID CITY OF SPRINGli~.t..D TRACT NORTH 01048'50" EAST, 250.00 li~~l TO THE SOUTH RIGHT-OF-WAY LINE OF MCKENZIE illGHWAY; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTH 88004'42" EAST, 105.00 FEET; THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE SOUTH 01049'26" WEST, 1101.50 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 766.20 FOOT RADIUS CURVE CONCAVE EASTERLY, THROUGH A CENTRAL ANGLE OF 20003'35" (THE LONG CHORD OF wmCH BEARS SOUTH 08012'22" EAST, 266.89 FEET) AN ARC DISTANCE OF 268.25 FEET TO THE NORTH RIGHT..:OF-WAY LINE OF DAISY STREET AS CONVEYED TO THE CITY OF SPRINGlilliiLD IN THAT CERTAIN DEED RECORDED MARCH 1, 2002, RECEPTION NO. 2002-016522, LANE COUNTY OFFICIAL RECORDS; THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE NORTH 74051'39" WEST, 153.47 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 430.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, THROUGH A CENTRAL ANGLE OF 13009'34" (THE LONG CHORD OF wmCH BEARS NORTH 81026'26" WEST, 98.54 li~~'l') AN ARC DISTANCE OF 98.76 FEET TO A POINT OF TANGENCY; THENCE NORTH 88001'13" WEST, 4.05' FEET TO A POINT ON THE WEST LINE OF SAID DONATION LAND CLAIM; THENCE ALONG SAID WEST LINE NORTH 0 1 048'50" EAST, .1067. 74 li~~T TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED BLOCK "A". CONTAINING 251,539 SQUARE FEET OR 5.775 ACRES, MORE OR LESS. TOGETHER WITH; BLOCK "B" COMMENCING AT THE NORTHWEST CORNER OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, BEING MARKED BY A FOUND 2-1/2" BRASS DISK; THENCE ALONG THE WEST LINE OF SAID DONATION LAND CLAIM SOUTH 01048'50" WEST, 2670.97 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF DAISY STREET AS CONVEYED TO THE CITY OF SPRINGli~LD IN THAT CERTAIN DEED RECORDED MARCH I, 2002, RECEPTION NO. 2002-016522, LANE COUNTY OFFICIAL RECORDS AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED BLOCK "B", BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "K.I:"lili INC"; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTH 86001'13" EAST, 3.87 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 370.00 FOOT RADIUS CURVE CONCAVE SOUTh~KLY, THROUGH A CENTRAL ANGLE OF 13009'34" (THE LONG CHORD OF wmCH BEARS SOUTH 72026'26" EAST, 84.79 FEET) AN ARC DISTANCE OF 84.98 FEET TO A POINT OF TANGENCY; THENCE SOUTH 72051'39" EAST, 205.52 FEET TO A POINT OF NON TANGENCY, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 65012'56" WEST; THENCE ALONG THE ARC OF A 766.20 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, THROUGH A CENTRAL ANGLE OF 22026'30" (THE LONG CHORD OF WHICH BEARS SOUTH 36000'19" EAST, 298.19 lilf,~lJ AN ARC DISTANCE OF 300.11 FEET TO A POINT OF TANGENCY; THENCE SOUTH 47013'34" EAST, 437.26 FEET TO A POINT OF NON-TANGENCY ON THE NORThJi,KLY RIGHT-OF-WAY LINE OF BOOTH KELLY ROAD DESCRIBED IN THAT CERTAIN DEED FROM WEYERHAEUSER TIMBER COMPANY TO BOOTH-KELLY LUMBER COMPANY, RECORDED ON MARCH 2, 1955, AS INSTRUMENT NO. 55-50805, LANE COUNTY OFFICIAL RECORDS, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 20045'01" EAST; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE ALONG THE ARC OF A 608.02 FOOT RADIUS CURVE CONCAVE SOUTHERLY, THROUGH A CENTRAL ANGLE OF 26056'56" (THE LONG CHORD OF wmCH BEARS NORTH 82043'27" WEST, 283.35 FEET) AN ARC DISTANCE OF 285.98 FEET TO A .POINT OF TANGENCY; THENCE SOUTH 83048'05" WEST, 521.97 TO A POINT ON THE WEST LINE OF SAID DONATION LAND CLAIM; THENCE ALONG SAID WEST LINE NORTH 01048' 50" EAST, 635.34 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED BLOCK "B". CONTAINING 276,404 SQUARE FEET OR 6.345 ACRES, MORE OR LESS. TOGETHER WITH; BY: FOR: ACKNOWLEDGMENT STATE OF OREGON ) )ss ) COUNTY OF LANE A1"'.I:"~ARED J:"'Ji,KSONALLY BEFORE ME. AS , KNOW TO ME TO BE THE IDENTICAL PERSON WHO EXECUTED THE ABOVE DESCRIBED INSTRUMENT, AND DOES HEREBY ACKNOWLEDGE THE SAME TO BE HIS SIGNATuKlii TO BEFORE ME TillS ,DAY OF , 2009. NOTARY PUBLIC OF OREGON MY COMMISSION NO.: MY COMMISSION EXPIRES: CONSENT AFFIDAVIT WILLIAM P. ALEXANDER OF LIBERTY BANK, TRUST DEED BENEFICIARIES OF THAT TRUST DEED AS RECORDED IN DOCUMENT NO. 2007-043137 ON JUNE 26, 2007, LANE COUNTY DEED RECORDS, Iw..KEBY CONSENT TO THE DECLARATION OF WESTWIND ESTATES AS RECORDED CSF NO. . LANE COUNTY PLAT RECORDS, INCLUDING ALL DEDICATIONS AND DONATIONS OF PROPERTY FOR PUBLIC PURPOSES THAT ARE R.tl,li~RENCED IN THE DECLARATION. WILLIAM P. ALEXANDER, VICE PRESIDENT OF REAL ESTATE CREDIT SERVICES, LIBERTY BANK ACKNOWLEDGMENT STATE OF OREGON ) )ss ) COUNTY OF LANE A1"'.I:"~ARED PERSONALLY BEFORE ME. AS _ 1 KNOW TO ME TO BE THE IDENTICAL .l:"Ji,KSON WHO EXECUTED THE ABOVE DESCRIBED INSTRUMENT, AND DOES HEREBY ACKNOWLEDGE THE SAME TO BE HIS SIGNATURE TO BEFORE ME TillS DAY OF , 2009. BLOCK "C" COMMENCING AT THE NORTHWEST CORNER OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, BEING MARKED BY A FOUND 2-1/2" BRASS DISK; THENCE ALONG THE WEST LINE OF SAID DONATION LAND CLAIM SOUTH 01048'50" WEST, 3377.00 li~Ji,T TO THE SOUTH RIGHT-OF-WAY LINE OF BOOTH KELLY ROAD DESCRIBED IN THAT CERTAIN DEED FROM WE~~KHAEUSER TIMBER COMPANY TO BOOTH-KELLY LUMBER COMPANY, RECORDED ON MARCH 2, 1955, AS INSrKuMENT NO. 55-50805, LANE COUNTY OFFICIAL RECORDS AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED BLOCK "C", BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "K.I:"~]f- INC"; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE NORTH 83048'05" EAST, 531.82 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC OF A 538.74 FOOT RADIUS CURVE CONCAVE SOUTh~KLY, THROUGH A CENTRAL ANGLE OF 28016'29" (THE LONG CHORD OF wmCH BEARS SOUTH 82003'41" EAST, 263.17 FEET) AN ARC DISTANCE .OF 265.86 FEET TO A POINT OF NON-TANGENCY, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 22004'34" EAST; THENCE NORTH 22006'35" EAST, 4.92 FEET TO A POINT OF NON-TANGENCY, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 22006'35" EAST; THENCE ALONG THE ARC OF A 542.92 FOOT RADIUS CURVE CONCAVE SOUTHERLY, THROUGH A CENTRAL ANGLE OF 6051'42" (THE LONG CHORD = OF WHICH BEARS SOUTH 64027'34" EAST, 64.98 FEET) AN ARC DISTANCE OF 65.02 FEET TO A POINT OF TANGENCY; THENCE SOUTH 61001 '42" EAST, 217.40 FEET TO THE BEGINNING OF A TANGENT CURVE; THENCE ALONG THE ARC ~ OF A 603.01 FOOT RADIUS CURVE CONCAVE NORThJi,KLY, THROUGH A CENTRAL ANGLE OF 27009'21" (THE LONG CHORD OF wmCH BEARS SOUTH 74036'23" EAST, 283.13 liJi,Ji,T) AN ARC DISTANCE OF 285.80 FEET TO A POINT OF TANGENCY; THENCE SOUTH 88011'03" EAST, 65.66 FEET; THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE SOUTH 01052'25" WEST, 822.68 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF THE UNION PACIFIC RAILROAD; THENCE ALONG SAID NOR1'J1.I!..KLY RIGHT OF WAY LINE NORTH 67048'08" WEST, 40.25 ~~Ji,T TO THE BEGINNING A SPIRAL CURVE; THENCE ALONG THE 30.00 FOOT OFFSET SPIRAL CURVE CONCAVE NORTHEASTERLY, THE LONG CHORD OF wmCH BEARS NORTH 66024'35" WEST~207. 75 If'~~l TO THE BEGINNING. OF A ~t"1KAL TO CURVE; . . THENCE ALONG THE ARC OF A 1402.39 FOOT RADIUS CURVE CONCAVE NORTHEASll!.iKLY, THROUGH A CENTRAL _ ANGLE OF 12055'47" (THE LONG CHORD OF WHICH BEARS NORTH 57008'14" WEST, 315.81 FEET) AN ARC DISTANCE OF 316.48 FEET TO THE BEGINNING OF A CURVE TO SPIRAL; THENCE ALONG THE 30.00 FOOT OFFSET &.I:"11<AL CURVE CONCAVENORTHEASl~KLY, THE LONG CHORD OF WHICH BEARS NORTH 47051'54" WEST, 207.75 FEET TO A POINT OF TANGENCY; THENCE NORTH 46028'21" WEST, 52.81 lf~Ji,T TO THE BEGINNING A SPIRAL CURVE; THENCE ALONG THE 30.00 FOOT OFFSET SPIRAL CURVE CONCAVE SOUTHWESTERLY, THE LONG CHORD OF wmCH BEARS NORTH 48019'04" WEST, 278.17 FEET TO THE BEGINNING OF A SPIRAL TO CURVE; THENCE ALONG THE ARC OF A 1462~39 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, THROUGH A CENTRAL ANGLE OF 20035'59" (THE LONG CHORD OF wmCH BEARS NORTH 62016'49" WEST, 522.95 ~.~.t!;'T) AN ARC DISTANCE OF 525. 78 li~l!.il TO A POINT OF NON-TANGENCY ON THE WEST LINE OF SAID DONATION LAND CLAIM; THENCE ALONG SAID WEST LINE NORTH 01048' 50" EAST, 133.54 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED BLOCK "C". CONSENT AFFIDAVIT PAUL HAMMER FOR HAMMER LUMBER COMPANY, AN OREGON CORPORATION, TRUST DEED BENEFICIA.1-o.l!.iS OF THAT TRUST DEED AS RECORDED IN DOCUMENT NO. 2007-043138 ON JUNE 26, 2007, LANE COUNTY DEED RECORDS, HEREBY CONSENT TO THE DECLARATION OF WESTWIND ESTATES AS RECORDED CSF NO. . LANE COUNTY PLAT RECORDS, INCLUDING ALL DEDICATIONS AND DONATIONS OF PROPERTY FOR PUBLIC PURPOSES THAT ARE REFERENCED IN THE DECLARATION. PAUL HAMMER, PRESIDENT HAMMER LUMBER COMPANY, CORP. ACKNOWLEDGMENT STATE OF OREGON ) )ss ) COUNTY OF LANE A1"'.I:"~ARED .I:"~KSONALLY BEFORE ME. AS. , KNOW TO ME TO BE THE IDENTICAL PERSON WHO EXECUTED THE ABOVE DESCRIBED INSTRUMENT, AND DOES HEREBY ACKNOWLEDGE THE SAME TO BE HIS SIGNATURE TO BEFORE ME TillS DAY OF . 2009. CO~, ~O: :QUARE FEET OR17.222 ACRES, MORE OR LESS. TROY T lETSUKA, PLS NO. 2841 ASSESSOR'S MAP 170232 - TAX LOT ~O~ 104 ., CITY OF SPRINGlilliiLD CASE NO. SUB2005-00048I REGISTERED PROFESSIONAL LAJID SURVEYOR IItAif , t:-- . lOREGON JUNE 30, 1997 TROY T. TETSUKA 2841 ,/ EXPIRES 6/30/10 ~ '- RECORDED DATE: LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DA Tf:" COUNTY CLERK BY: APPROVALS & ACCEPTANCES CITY OF SPRINGFIELD PLANNING DIRECTOR DATE SURVEYOR DATE ~ed:.~A oa\e ~eee S\-\ ~\a~{\8r. LANE COUNTY ASSESSOR DATE LAND COUNTY BOARD OF COMMISSIONERS DATE NARRATIVE THE PURPOSE OF THIS SURVEY IS TO PLAT AND MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH THE OREGON REVISED STATUES IN CHAPTER 92 AND LOCAL ORDINANCES AND AS GIVEN TENTATIVE A.I:".I:"KOV AL BY THE CITY OF SPRINGlilJi,LD, UNDER JOURNAL NO. SUB 2005-00048, THAT TRACT OF LAND DESCRIBED IN THAT CERTAIN DEED CONVEYED TO WESTWIND HOLDINGS, LLC. RECORDED ON MAY 10,2005 AS INSTRUMENT NO. 2005-034030, LANE COUNTY, OREGON. THE BOUNDARY OF THIS PLAT WAS RESOLVED AND DETERMINED AS SHOWN ON lu'lilf SURVEY RECORDED UNDER CSF NO. 40908, LANE COUNTY SURVEY RECORDS. PLAT RESTRICTIONS 1. NO BUILDING, STRUCTURE, TREES, SHRUBS, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENTS SHOWN HEREON. 2. ~~:'h:0~0SHALr";BE'0F'OR';~PEN.SPAeE'TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION (A NON-DEVELOJ:"'Ji,lJ AREA FOR WETLANDS). 3. T,RA~'~~".&~LBEFOR ASTORM DRAINAGE PONDTO BE OWNED BY THE HOMEOWNERS ASSOCIATION. THERE SHALL BE A PUBLIC DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT OVER ITS ENTIRETY. SAID EASEMENT AND MAINTENANCE AGREEMENT IS RECORDED AS DOCUMENT NO. , LANE COUNTY RECORDS. 4. ~~X..;'~'.'3SHALLBE.FORO.l:"l!.ilo.JSPAC&.IT'O BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5. T,RACT:3~~D:';:SHALL;BE.FOR30J:"'Ji,lo.JSPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 6.fIiRA~m3~:~~~;4S~:Li:BE::FOROPEIiSI?AG~~.TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. -, 7. TRACT3"l?~!.:SHALr:FBEYFOR.A::SECONDAR~.I.-~.A~~~SS TO UNION TERRACE STREET TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 8. THE REVEGETATION PLAN SHALL SHOW PLANTINGS UNDER POWER LINES THAT WILL BE NO TALLER THAN 20' AT MATURITY. 9. THERE SHALL BE A 7' WIDE PUBLIC UTILITY EASEMENT ON ALL LOTS AND TRACTS ABU 1111I{G PUBLIC STREETS DEDICATED HEREON, AS SHOWN. 10. BUILDING ENVELOPES FOR LOTS 20 - 52 SHALL BE DEFINED AS FOLLOWS, AS SHOWN HEREON: LOTS 20 - 30 AND LOTS 45 - 52; 10 FOOT - FRONT YARD SETBACK (ALONG SOUTH 48TH STREET, SOUTH 48TH PLACE, GLACIER DRNE, AND SOUTH 49TH PLACE, AND HOLLY STREET). 18 FOOT - GARAGE SETBACK (ALONG SOUTH 48TH STREET, SOUTH 48TH PLACE, GLA\,;W,lK DRIVE, AND SOUTH 49TH PLACE, AND HOLLY STREET). 5 FOOT - SIDE YARD SJi,u:sACK. 10 FOOT - SIDE YARD SETBACK FOR LOT 27 ONLY (ALONG BOOTH KELLY ROAD). 5 FOOT.,. SIDE YARD SETBACK FOR LOT 28 ONLY (ALONG BOOTH KELLY ROAD). 10 FOOT - REAR YARD SETBACK (ALONG TRACTS C & D, AND THE EAST PLAT BOUNDARY). LOTS 31 - 44; 10 FOOT'- FRONT YARD SETBACK (ALONG SOUTH GLACIER DRIVE). 5 FOOT - SIDE YARD SETBACK. THE BUILDING ENVELOPE SHALL BE 52' DEEP. POST MONUMENTATJON CERTIFICATE I, TROY T TETSUKA, A REGIS 1 Ji,KED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT THE CORNERS INDICAT~lJ Iw..KEON TO BE POST-MONUMENTED WILL BE MONUMENTED WITHIN SIXTY (60) CALENDAR DAYS FOLLOWING THE COMPLETION OF THE STREET AND UTILITY IMPROVEMENTS, BUT NO LAl~K THAN ONE YEAR FROM THE RECORDING DATE OF THIS PLAT, wmCH EVER OCCURS FIRST. TROY T Tl!.ilSUKA, PLS 2841 POST MONUMENTATION COMPLETION NOTICE POST - MONUMENTATION OF THE CORNERS WAS COMPL~ll!.il.J ON THE DAY OF ., 20_, AS INDICAlJi,JJ AND CERTIFIED ON AN AttNJJA VIT RECORDED ON THE DAY OF ,20_ AS DOCUMENT NO. , LANE COUNTY OREGON DEED RECORDS. , ,..,.", Consulting Engineers WMM 111 S.~ Fifth Avenue. Suite 2500 Portland. OR 97204-3628 (503) 227-3251 Civil Fax (503) 274-4681 . Portland Seattle Los Angeles San Francisco San Diego Phoenix Irvine Virginia PROJECT NO. 309826.00 SHEET 6 OF 6