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Home My WebLink AboutPlan, Tentative APPLICANT 12/18/2009 ---p:.!-r"p-2 ~y-L-. S83048'05"W 521.97' 48 ql\/ P-3.. ...- TH KELLY ROAD -rM.....~ POIKT OF BEGUfl'llNG O. F PAif.CEJ. 70.69' BOO _ ~ " COKT~DlO TRACTS "D", "B" . "0" ....T83048.05"E 531.82 A!fD LO'l'1i ~8 lit. ~ "F. 101. 3377.00' FROII -/ 1"4 THE IfW CORlfBR AW BAllIIIT DLe KO. 38 l I I1lIf"I....... Ct){Jsuttintl Enfl.1tJ ineeers ,.,... 111 Svv. Rffh AVE1f1U4 Site 2500 Portland, CR 97204-3628 (503) 227-3251 Civil Fax (503) 274-4681 I'orlIMII ...,." LOll A".... ... F'.... ..",., PlttHln/x InIntI ... ASSESSOR'S MAP 170232 - TAX J..O'J' NO. 104 J cm OF SPRlNClFmmCASE NO. SYB200S-(l()048 . ~IWJEG! NO., 309826;00 , L\~~)F6 ~~~ .... en J: .... ~ ~ 200 o WESTWIND ESTATES BEING A 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 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, FD 2-1/2" BRASS DISK ON IP. TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMETTE MERIDIAN UP 0.20'. STRAIGHT. STAMPED CITY OF SPRINGFIELD, LANE COUNTY, OREGON "LANE COUNTY SURVEYORS Ji. OCTOBER 21, 2009 OFFICE. T17S. R2W. C62. C55.. riJ - 1988"; NNE CORNER TD Ct, _ FD 2-1/2" BRASS DISK ON IP. UP EDWARDS DLC; ~..~ 0.15'. STRAIGHT. STAMPED "LANE SEE CORNER REPORT INDEX :r .('t')tf. C OU N TYSUR VEYOR S OFFICE. T 17 S. NO. 11060. LANE COUNTY ....R2W C62 C38 C55 1988'" NW SURVEYORS OFFICE' HELD 0 · · · · · . Z CORNERA.W. HAMMITDLC. NO. 38; . SEE CORNER REPORT INDEX NO. FD 5/8" IRON ROD. NO!J. 11172. LANE COUNTY SURVEYORS CAP .t"J:f..K CSF 34151. I _ OFFICE' HELD S83036'56"W 0.89' FROM ~ ..... CALCULATED POSITION ~ en STA: 215+37.43 ~ ~ i!: OFFSET: 39.87 LT \ ~ S88004'42"E ~ .. _ 40.00 o v 40.00. S88004'42"E . . 100.00' - 105.00' PLAT CONTENTS SHEET NOTE: CSF 40908 FOR McKENZIE HIGHWAY DETERMINATION. .... en J: .... 0) "l:t PLAT BOUNDARY LINE. CURVE. AND SPIRAL TABLE TRACT "A" LINE AND CURVE TABLE TRACT "B". "C". & "F" AND LOTS 1-27 EASEMENT DETAIL "A" LINE AND CURVE TABLE '1"1~ A P8RTION OF TRACT "D". "E" & "G" '---'1\.N Lm~ ~~ d)l ~ '1'&-.101 EASEMENT DETAILS "B" & "C" LINE. CURVE. AND SPIRAL TABLE A PORTION OF TRACT "D". "E" & "G" AND LOTS 40-75. AND EASEMENT DETAIL "D" LINE. CURVE. AND SPIRAL TABLE DECLARATIONS. ACKNOWLEDGMENT. CONDITIONS OF Ml"'KOVAL. SIGNATURE. NARRATIVE. SURVEYOR'S CERnttlCATE. AND EXISTING EASEMENT NOTES _ McKENZIE HIGHWAY (MAIN STREET) riJ o (:)- o !.I' g o ~ 0 It) 0 It) N ~ N INITIAL POINT ANI) ~ THE POINT OJl' BBGIhk;~:UIO:J OJl' TRACT "A" - 1543.22' ~ ) ( . ~:~::~O=E~ . .. 'S~~~~'42"E I ,;. , SEE DETAIL - MARBROOK SHEET 2 75-258 CSF25246 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 N81 031 '44"W N62016'49"W S57008' 14"E S36000'19"E N82043'27"W N82003'41 "W N64027'34"W S74036'23"E ~...... t:)l.'" 8n; u" CURVE Cl C2 C3 C4 C6 C8 C9 CI0 Cll 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 ASTER STREET CSF 28945 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 SPIRAL SPl SP2 SP3 SP4 SPS SP6 60 70.. - .... r:--:- It) o - It) - o ~ .... o .... .... ;t r:--: 8 .... ~ \0 N 0.. v o .... o r.n 59 ~.~ r.n< E-< rzl r:c.. -< is o ex> a: :: 0::0 ~ 58 ~ ::s rzl ~ ~ ~ Z ~ ~ rt TRACT A ::c -~ ~ ~ 8 ~ 251.539 S. F. f;: - riJ. ..... ~ . . 5.775 ACRES vi :I: 57 ~ r:--: Z () (SEE ~ ~ ~ riJ~, -SHEET 2 OF 6) - . - It) :I: 0' , riJ r.n.. E-< ~ {;) riJ ~ 56 <: (:) 0 ::s. , ~ It)Fc"t:!" :: 000::~ : ~ ~ )~}~~!;;o:. :~\ 2 ,. \ l'39"W 60.00. 153.47' , I I I D POINT OJl' BEOI....DlG OJl' PARCBL ~ .) C2 ~Sl' ST. COKTADlIlfG TRACTS "B", "C". "JI'" L=84.98' . AlfD LOTS 1-27 - 2670.97' FROII TO It...- N72~05.S2' CORN'ER AW HAMIIIT DLe KO. 38 51'39"'h . ., 52 _ S86001'13"E rv CSF22916 = 3.87' LEGEND: . DENOTES FOUND 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC". SET IN CSF 40908. (UNLESS OTHERWISE NOTED) DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." DENOTES SET 5/8" X 30" REBAR WITH YELLoW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED p o \~ It 01 -...J -...J "+ 0> ~ ~ '" (I r ....... V1 J> r " z r'1 r1 ~ Z () l> 0 D -i C T) Z -f -< V? C :;0 < r1 -< D :;0 V? DAISY ST, )( ALUM CS CSF CALC DN FD LC LT IP IR POB POS RT RW /ROFW SC S.F. ST STA TS riJ W/ () ::s ' YPC ~ (314) v fI.) DENOTES FENCE LINE DENOTES ALUMINUM DENOTES CURVE TO SPIRAL DENOTES LANE COUNTY SURVEY NO. DENOTES CALCULATED DATA DENOTES DOwN DENOTES FOUND DENOTES LONG CHORD DENOTESLEFf DENOTES IRON PIPE DENOTES IRON ROD DENOTES POINT OF SEGINNING DENOTES POSITION DENOTES RIGHT. DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTES TANGENT TO SPIRAL DENOTES WITH DENOTES YELLOW PLASTIC CAP DENOTES MONUMENT NUMBER DAISY STREET BLUEBELLE PARK / /) 50 51 GATEWAY PARK, 2nd ADDITION COMMON AREA 'C' ~~~ PARCEL CONTAINING TRACTS "B". "C" & "F" AND LOTS 1-27 276.404 S. F. 6.345 ACRES (SEE SHEET 3 OF 6) ~~ 0-1~' Cb ~~ q,.<:> -1,r ~..() ~I'~+ 04>- 49 47 .. -.t ~ - .. an- N ...f ex> v .... SP1 LC=N480 19'04''W 278.17' PARCEL CONTAINING TRACTS "0". "E" &. "G" AND LOTS 28-i'} ~. ,..101 750,180 S. F."--TII<<otl61f 17.222 ACRES (SEE SHEET 4 & 5 OF 6) 00 IC N N ex> .. ~ ROCKY ROAD ~ " ~tJ ~:s fl.)Q.. SP3 LC=N4 7051 '54"W 207.75' ~ ) FD ALUM. DISK ON IP. FLUSH, STRAIGHT. STAMPED "SW CORNER OF THE AW HAMMIT DONATION LAND CLAIM NO. 86. REESTABLISHED 1971 LEAVITT & NESS REG. NO. 4905"; SEE CORNER REPORT INDEX NO. 12202, LANE COUNTY SURVEYORS OFFICE; HELD REGISTERED PROfESSIONAL ~) .0 SU.RVEYOR REGON JU 30, 1991 TROY T. TETSUKA 2841 ,/ EXPIRES 6/30/10 ,.. ~ " NOTE: 1.) EXTERIOR PLAT BOUNDARY DETERMINED BY CSF 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. 2.) SEE RESPECTIVE DETAIL SHEETS FOR FENCE LINE F ALLINGS. 100 200 400 1 8 2009 Original Submittal If""'" I /D ...- L" Q / f' ffr()J A s0-~zoBt~'6oop.. ~~. u.us1w ~.rtJ f~'b S0BDl0l~IOtJ _ :"A~~ . 60 e, 10+<0 p~ SCALE: 1 INCH = 200 FEET 1 2 3 4 5 6 ~ ... ~..~ .~ ~ i ~ t=' D ..." ..." ~ n r1 CSF 25246 MARBROOK 75-258 SOU~H~7TH. ST. CSF 28945 ~ t r-- ~ ,- - ~ WESTWIND ESTATES BEING A 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 WILLAMETTE 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 WILLAMETIE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21, 2009 LEGEND: FD 2-1/2" BRASS DISK ON IP) UP 0.15', STRAIGHT. STAMPED "LANE COUNTY SURVEYORS OFFICE. TI7S. R2W. C62. C38. C55. 1988"; NW . CORNER A.W. HAMMIT DLC. NO. 38; SEE CORNER REPORT INDEX NO. 11172. LANE COUNTY SURVEYORS OFFICE; HELD o::!" N ~ ~ .... ~ ...-j FD 5/8" IRON ROD. NO CAP PER CSF 34151. S83036'56"W 0.89' FROM CALCULATED POSITION .~ o o d ~ ''0 o ~ McKENZIE HIGHWAY S88004'42"E .., 105.00' ( 9024 ) . 100.00' o o d It) ~ 0\ .... 0\ <X) o , ('t') l'-o d z a f riJ () r:z:1 l:t: f%1 o It) <<> 'Of o o z o o d If) - ~ INITIAL POINT A1fD THE POINT OF BEGDllfmG 0.. TRACT "A" - 1543.22' FROM THB NW COR1fER . ~ AW HAMMIT DLe lfO. 38 -..l " S88004'42"E . ~ SEE 100.00' . .. DETAIL H X H RIGHT FENCE CORNER · ( 9025 ) 0.6' SOUTH. 1.4' WEST ./ ( 9020 ) FENCE' 2.0' WEST o - ~ ...-j o ..-I ..-I ~ \0 ~ ~ - 'Of o ...-j o 00 FENCE 2.4' WEST . (9019) 7 c., It) ~ <X) . (9018) 60 in l'-o 00 0\ ...-j TRACT "A" 251.539 S. F. 5.775 ACRES 59 f-I 00 >- !!a~ ~~ ...:10 g.() ~8 ~o ~~ ~ ( 9017 ) FENCE 2.5' WEST o o g .... &f ~ ! o ~ ~ .....l ::> ~ ~ tt1 en ::> tt1 ~ ~ e ~ ~ l'-o ~ lC o ...-j 100.49' ~ ~ ~ en Z ~ :I: .~ tt1 ~~ 00< riJ~ is 000 :: lIl::'l:t:o WtlCir:z:1O\ ~~~~ ~~O?E <~()() riJ .... ~ :- 58 r.tl ~ Z () ~g~a ~ ~~~ c ~o~~ ~ :: ~~~ ~ .... l:t: '!' o 0 .... z 0 ~ ( 9028) FENCE 3.8' WEST 57 ( 9027 ) FENCE 0.2' WEST 56 FENCE 1.6' EAST 55 g ~ .... >< x 54 DAISY ST. 53 I I I I I ASSESSOR'S MAP 170232 - TAX LOT NO. 104 150.53' "'...... ~ ~n; v~ DETAIL NOT TO SCALE '0\ 0..-1 ZO\ .00 00 riJ' l:t:~ FD FENCE POST AT ~ _ ~ CORNER POSITION !.I' g _ FD 5/8" IR W/YPC ~ d MARKED "KPFF INC" ~ ~ CSF 40908 e ., S87024'28"E. 1.00' FROM S88004'42"E ~ ' 100.00' . .. CALC POSITION ){ J ;~ FENCE CORNER 'e 0.3' SOUTH. 0.4' EAST FD 5/8" IR. SI8006'02"E 0.84' FROM CALC POSITION PER CSF 40908 ASTER STREET . 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 ){ DENOTES FENCE LINE ALUM DENOTES ALUMINUM 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 l"'ll"'~ IR DENOTES IRON ROD POB DENOTES POINT OF BEGINNING 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 Cl 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 N 19036'04"W FOUND MONUMENT TABLE: NO. DESCRIPTION 9017 FD 3/4" J.P. 9018 FD 5/8" l-R. WlYPC 9019 FD 5/8" I.R. W/YPC 9020 FD 5/8" I.R. W/YPC 9024 FD 1" IRON ROD 9025 FD 3/4" I.P. 9021 FD 3/4" J.P. 9028 FD 3/4" I.P. ~I ~ v DAISY ST BEARING TO CALC. POS. SURVEY REF. ORIGIN UNKNOWN CSF 28945 MARBROOK BK 75. PO 258 MARBROOK BK 75. PO 258 CSF 34151 ORIGIN UNKNOWN ORIGIN UNKNOWN ORIGIN UNKNO\VN BEARS N88011'10''W 2.66' WEST OF LINE. BEARS N88011'10"W 2.44' WEST OF LINE. BEARS N88011'10"W 2.22' WEST OF LINE BEARS N88011'10"W 1.85' WEST OF LINE BEARS S30033'46"E 1.04' TO CALC. POSe BEARS N88011'10"W 2.43' WEST OF LINE BEARS N88011'10"W 2.25' WEST OF LINE. BEARS N88011'10"W. 2.43' WEST OF LINE I1lIf"I ConsultinD. Enflineers ,.,... 111 SW FtfIh A~ &ite 2500 Portland, CR 97204-3628 (503) 227-3251 Civi Fax (503) 274-4681 "."."" ...ttIfI L. AngtI/H SIIII FrMClflco StIn D/tIgfJ PhotHIIx ".. Vlrl!lt* CITY OF SPRINGFIELD CASE NO. SUB2oo5-oo048 l PRQJECT NO. 309826.00 SHEET 2 OF 6 I I I I I I I I I II I I I I, II I I ~ ;0 ~ ,- REGISTERED , PROFESSIONAL ~lii.ZYOR JUN~ 3g.0~ 997 TROY T. TETSUKA " 2841 ,/ EXPIRES 6/30/10 100 o 50 100 200 SCALE: 1 INCH = 100 FEET NOTE: 1. EXTERIOR PLAT BOUNDARY DETERMINED BY CSF 40908. .. -$ Date Received: .." () r ~r (.I) l> .." Z r1 r1 tj Z () l> 0 0 --t C " Z --t -< (.I) C :;:;0 < r1 -< o :;:;0 (.I) ~D . .." . .." ...... () r1 DEe 8 2009 Original Submittal. J ~ ~ ~" ~ ~ o ~ ~ 1111 I I ~I RECORDED DATE:. COUNTY CLERK FD. BRASS DISK ON IP. UP 0.15'. $fRAIGHT. STAMPED "LANE COUNTY . SURVEYORS OFFICE. / TI7S. R2W. C62, C38. C55. 1988"; NW CORNER A.W. HAMMIT DLC. NO. 38; SEE CORNER REPORT INDEX NO. 11172, LANE COUNTY SURVEYORS ~ OFFICE; HELD 55 WESTWIND ESTATES BEING A SUBDMSION OF A PORTION OF THE A.W. HAMMIT''{>9NATION LAND CLAIM NO. 38 IN THE SE QUARTER OF SECTION 32, IN TOWNSHIP 17 SOUTH, RANGE 2 WEST, OF THE WILLAMETTE MERIDIAN, AND IN THE A.W. HAMMIT DONATION LAND CLAIM NO. 86 . IN THE NW QUARTER OF SECTION 4 AND THE NE QUARTER OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, OF THE WILLAMEITltJ MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 21, 2009 .D41SY S1'RBBT 1,,1' ~ _ l/) 00 v o .... o Z S86001'13"E 3.87' 20' WATERLINE EASEMENT f8 '.,' / PER DOCUMENT NO. 8332317 o ~' S870~ '22"E 84.98' LENGTH=82.17' RADIUS=370.00' DELTA=12043'28" TRACT B CHORD=N79039'29"W, 82.00' DETAIL "Aft NOT TO SCALE i'- .0\_ o l'- \0 ~ 54 LEGEND: ~ b l/) 00 ~ DAISY STREET CONVEYED TO CITY OF SPRINGFIELD o INSTRUMENT NO. 2002-016522 Z N88000'38"W 4.03' SEE SHEET 2 OF 6 {D _L~91.80' b. \~. -. ~ --0 -0-. N74051' ~8l" ~ .~-~. _ --(.;i:J - ~ 39"Th · q L:::: - O;j. - l'V ~\ \ . ~:98' 1 \ . ~17._4.27' POIlfT OF~\ \ ~ BEGDllfIlfG OF .' '--S86001'13" .,-/ 10. ---. PARCBL COlfTAu\lu\lG 3 87' E - S7205 ' TRACTS "B", "C"" "F" . SEE DETAIL "A" 139''/f: :::;. A!fD LOTS 1.2'7 ABOVE 127-13' - 26'70.9'7' FROII THE - fg NW COllU1I6R AW ~ BAllIIIT DLe lfO. 38 - ..... . p 20' WATERL. INE. . EAS EMENT\ PER DQC. NO. 8332317 ~; q _r o )( . - - ALUM CS CSF CALC DN FD LC LT IP IR POB POS RT RW/ROFW SC S.F. ST STA TS W/ YPC ( 314 ) DAISY STREET TRACT B 26.056 S. F. 52 BLUEBELLE PARK ~OOo <<1' <1.9~ lat) LOT 1 '<0' 7.126 S.F. FENCE 0.8' EAST SET MONUMENT AS SHOWN (f N690 - S69013'42"E 1.00' DUE TO ~ ]3'42" . FENCE W ]06 .5</. CSF 22916 ;!: -o:i t-- ~~ , ~ ~+ ~~ ~~ O~ 1Ql~ ..~ ~ 51 ~ ('t') r.ri ('t') \0 FENCE 1.9' WEST ~ r.ri \0 LOT 3 4.921 S.F. ,- f$ - ro f2 l'- '" o:i l/) v 50 ~ o l/) 00 t. $1 o Z o N88008'51''W 83.22' C33 8 LOT 4 f8 4,156 S.F. ~ v S88008'51"E 83.10' 6 LOT 13 5.026 S.F. o o o l/) S88008'51 "E 6 80.00' g (:) o LOT 16 0 . \0 4.800 S.F. g c l'- ~ S88008'51"E 80.00' fj 9 :510\ A4ci = ! Qt) ~ .. 0\ 0 ... s:> E: if t::>lo o rJ'J f'Ij ~ %20'0 20'~ () ~ ~ l/) 00 ~ ..... o Z TRACT C 54.535 S. F. 1.252 ACRES L5 () o o J.f g -0 -l/) o o ~o .0 LOT 12 v 0 g 4.800 S.F. ~ g ~ N88008'51''W 80.00' BUILDING ENVELOPE {SEE NOTE 1 O. SHEET 6} U\'j7 >0 .la, a'j7" ~ ')i'a> .~ (S, LOT 5 g 4.154 S.F. g N88008'51 ''W 83.07' ... (a;l oa~ f'Ij~ =('t')i,o foot ~It'; 00= 0 ...0\00 ~ 9 ~ () :I: U;. foot~ t::>o OZ CIJ N88008'51''W 6 80.00' ~ 0 0- 0\- 0 00 ~ LOT 11 f;; ~ g \0 4,800 S.F. ~ \0 S88008'51"E~ 6 80.00' o o g LOT 10 g g o 0 \0 4.800 S.F. \0 49 () >: LOT 17 g o 4.800 S.F. \0 UNION TERRACE ~ ~ LOT 6 - 0 Q.. 4.152 S.F. l/)i'-. J1 t S88008'51"E . 0 t 83.03' ~ TRACT F v 3.321 S.F. >. f N88008'51"W 83.00' o o o o l/) S88008'51"E 80.00' o o o o v LOT 18 4.845 S.F. 2 tv N88008'51''W 83.13' C46 P-2 o o o .l/) 6 (:) LOT 7 ~ 4.149 S.F. l/) S88008'51lfE 82.97' o N88008'51 ''W 80.00' 25' 25' P-3 ..... '" LOT 19 l'- \0 8 ~ LOT 9 ~ ~ 6.067 S.F. \0 l'- ~ 'S 5.470 S.F. ~ ~ LOT 8 ~ t-- t3=1 ~ 'S 4 768 SF""; 1 t 80.80' \6 t3=1. .. l/) '5 25' ~ - ~83.7~ 25.25 ~ S83048'05"W ..",:;:,;;;,...-p- ro -: \ V> :ri 229.08' ~ ()} ('t') 1I.l8304S:-0iE 526.89' I"') 108.99'_.--{) 1"4 an TH KELLY ROlU' BOO \ ~ - o 84.33' .---P--' . L~285.98' Cl0 J1 <!5.26' 521.97' 188.84' _ ~ --- \ r ' \ \\ ., ASSESSOR'S MAP 170232 - TAX LOT NO. 104 'I CITY OF SPRINGFIELD CASE NO. SUB2005-00048 I I I I I I I ~ I I I I I DENOTES IRON ROD DENOTES POINT OF BEGINNING DENOTES POSITION DENOTES RIGHT DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTES TANGENT TO SPIRAL DENOTES WITH DENOTES YELLOW PLASTIC CAP DENOTES MONUMENT NUMBER 60 BY: CURVE C2 C4 C9 CIO C14 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 Cl12 Cl13 C114 C115 C116 C126 o LENGTH RADIUS 84.98 370.00 91.80 400.00 300.11 766.20 285.98 608.02 51.10 766.20 50.60 275.00 128.76 130.00 67.60 175.00 96.43 325.00 285.80 603.01 50.00 325.00 50.00 325.00 7.32 325.00 52.87 225.00 46.06 225.00 20.02 275.00 77.66 275.00 30.58 150.00 93.79 150.00 106.60 110.00 46.84 275.00 43.04 295.00 24.19 150,00 11.30 255.00 35.64 201.18 11.24 295.00 2.35 110.00 17.84 125.00 50.00 325.00 110.44 200.00 60.13 300.00 174.09 300.00 LANE COUNTY SURVEYORS OFFICE CSF. NO. FILE DATF CURVE TABLE DELTA 13009'34" 13008'59" 22026'30" 26056'56" 3049'17" 10032'36" 56045'02" 22008'03" 16059'59" 27009'21" 8048'53" 8048'53" 1 017'23" 13027'50" 11043'45" 4010'19" 16010'46" 11040'57" 35049'37" 55031 '33" 9045'29" 8021'36" 9014'28" 2032'23" 1 0008'58" 2011'00" 1 013'29" 8010'32" 8048'53" 31038'23" 11029'02" 33014'58" LINE Ll L2 L3 L4 L5 L7 NO'1 't.;: I.} EXTERIOR PLAT BOUNDARY DETERMINED BY CSF 40908. 2.} NO BUILDING. STRUCTURE, TREES, SHRUBS. OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT SHOWN HEREON. 30 60 SCALE: 1 INCH = 60 FEET 120 CHORD DIST 84.79 91.60 298.19 283.35 51.09 50.53 123.56 67.19 96.07 283.14 49.95 49.95 7.32 52.75 45.98 20.02 77.40 30.53 92.27 102.48 46.78 43.00 24.17 11.30 35.59 11.24 2.35. 17.82 49.95 109.05 60.03 171.66 LINE TABLE LENGTH 15.45 20.20 20.20 26.28 3.28 23.19 , en c:::::) C) C'J eo (ij. ..... ~ ::::J (J) U lJJ o " ... DENOTES FOUND 5/8" x 30" Kr..J:SAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC", SET IN CSF 40908. (UNLESS OTHERWISE NOTED) DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "I\..t"tttt INC." DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED ":k..t"'tttt INC." TO BE POST MONUMENTED DENOTES FENCE LINE DENOTES ALUMINUM DENOTES CURVE TO SPIRAL DENOTES LANE COUNTY SURVEY NO. DENOTES CALCULATED DATA DENOTES DOWN DENOTES FOUND DENOTES LONG CHORD DENOTES LEFT DENOTES IRON l""lPJ:f.. I I II I II . ,- ~ C CHORD DIRECTION N79026'26"W N81 031 '44"W S36000'19"E N82043'27"W N22052'37"W S03025'09"E N26031'22"W N35031'09"E 838005' 11"W 874036'23"E S16021'52"W S07032'59"W 'S02029'51"W N28007'30"E N40043'18"E S44030'oo"W S19042'02"W N49003'24"W N25018'07"W N25054'37"W 806043'54"W 8020 19'39"E N02046'05"W 807025'15"E S02008'57"E 807035'56"E 8540 17'08"E S12046'43"E S25010'45"W N30045'58"E S40050'39"W 8 18028'38"W BEARING N14058'19"E N06057'24"W S77009'40"W N78040'46"E 801051'09"W N01051'09"E , REGISTERED PROFESSIONAL LA D SURVEYOR ,.I EGON JUNE 30, 1997 TROY T. TETSUKA 2841 ,/ EXPIRES 6/30/10 '- 11JII!!ft'I... .... . Consulting Engineers ,.,... . 111 svv. Fifth A~ SUte 25CKJ Portland, OR 97204-3628 ... .. .. .(m m-~1 CNH Fax ~ 274-4$1 I'tIrlIMd SHIIIe L. A",.. 8M FI'MtIItIctI 8M l>>Igo ",.,. "., ...,.,. PROJECT.NO. 309826.00 SHEET 3 OF6 , ........ . ..l ~ at: Iiil;' Iiil -~ ~ = ~frl.O ..... (.) t;p~~~ . ~ ~t fIl 0 .~ ~.- . -~ fo4 . g '" -. Q Q =SNGr:t: 'iS~~ ~~~}- (04 ~ 3 ~ ':q. . c- .... t') loot o. =- .... 1:10 tri o tv).... t') At tv) --=. ~-- \\ - COUNTY CLERK . -- ' , " .~ ~~ ~ +Q ~ , .~~ BY: - RECORDED DATE: SEE SHEET 3 OF 6 - - .. - ~ 00'1'8 KELLY ROAD B 5"E 526.89' N83048'0 -- - - -229.08' ---- -- 188.84' L===265.86' Cn N83048'05"E CJ) <J! - - j. I ~7' 107.9 ~ 0\ 00 00 f;; ~ r--: 1'- ~6/o VI' Sl<~ <I> 'SlO, I WESTWIND ESTATES BEING A 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 WILLAMETTE 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 WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUN'IY, OREGON OCTOBER 21, 2009 EASEMENT DETAIL nen NOT TO SCALE UTILITY EASEMENT PER DOCUMENT NO. 8322991 ALUM CS CSF CALC DN FD LC LT IP IR POB POS RT RW IROFW SC S.F. ST STA TS WI YPC ( 314 ) 1111---11111 LANE COUNTY SURVEYORS OFFICE CSF NO. FILE DATF LINE Lll L12 L13 L14 LIS L16 L17 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L43 L44 LINE TA1LE 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 LEGEND: . DENOTES FOUND 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC"~ SET IN CSF 40908. (UNLESS OTHERWISE NOTED) {:f DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." 0') c:;::) c:;::) ~ 00 ~ .... oE ..0 ::J (j") - 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'OO"E N53029'09"W N52039'07"W S51047'52"E S50048'13"E S50027'36"E N49007'32"W N48055'06"W S4 7004'21 "E S4 7004'21 "E S02004'21"E S87055'39"W N47004'21 "W o DENOTES SET 5/8" x 30"REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED I ,,~ ,~ o~ #6 TRACT E .()<:)<t. ~. ~\ro~()() 'O~ /" " "0 <t>. \" J'/ /" \ '<t>. <t>~ /" ,) (<' 0~ /"~ .~<t. ~ ~ /" \ro'c..~-(;)G \<)<),./\ -0 <b. ~'u .()c;) 5,/ 'Q Q C ~~(j rt-?>'/ \ ~. ~l-- J $.) ,/ ) ,/ ,/ ,/ c;)'i \,~ ,/ ,~. \~p fJ()() ~"3 ){ SEE SHEET 5 OF 6 ~ -1 ci 0. ''2,,"'''E- I..r.J ...-OOO()t. t> <6.. ~'1,,"04'b II \-\1.J , <!6 s ;g . f'l~.~~ ____ ---- . ^,(\o"~ CXJ /.. ---- 1'Ov v 'V - ____ ---- , ~\ , 5 ~ - 'l4-.\"!) jlt\\ LOT 99 z N ~ ____ ~.~~. o ~~-odoOot LOT 100 SPIRAL TABLE LENGTH I RADIUS CHORD BEARING 30' OFFSET SPIRAL S48019'04"E 275.40 I 1432.39 S48018'31"E 30' OFFSET SPIRAL. S47~51'54"E 210.00 1432.39 S47052'19"E 210.00 1432.39 S66024'08"E 30' OFFSET SPIRAL S66024'35"E SPIRAL SPl SP2 SP3 SP4 SP5 SP6 CHORD DIST. 278.17 275.24 207.75 210.00 20.9.95 207.75 EASEMENT DETAIL "B" NOT TO SCALE UTILITY EASEMENT PER DOCUMENT NO. 8322991 CURVE TABLE CURVE TABLE ~ CURVE LENGTH RADIUS DELTA CHORD DIST CHORD DIRECTION CURVE LENGTH RADIUS DELTA CHORD DIST CHORD DIRECTION C6 525.78 1462.39 20035'59" 522.95 N62016'49"W C65 50.00 1550.00 1050'54" 50.00 N62013'41"W Cll 265.86 538.74 28016'29" 263.17 N82003'41"W C66 50.00 1550.00 1050'54" 50.00 N60022'47"W ~ C12 65.02 542.92 6051'42" 64.98 N64027'34"W C67 50..00 1550.00 1050'54" 50.00 N58031 '57"W ~ C17 257.13 225.00 65028'38" 243.36 S30053'09"E C68 50.00 1550.00 1050'54" 50.00 N56041 'OO"W C18 440.55 1525.00 16033'08" 439.02 N55020'55"W C69 50.00 1550.00 1050'54" 50.00 N54050'05"W C24 393.93 1750.00 12053'51" 393.10 N53031'16"W C70 49.59 1550.00 1049'59" 49.59 N52059'39"W NOTE: C25 94.04 125.00 43006'13" 91.84 N38025'05"W C71 50.01 1550.00 1050'55" 50.01 N51009'11"W C30 285.80 603.01 27009'21" 283.14 S74036'23"E C72 35.39 1550.00 1018'30" 35.39 N47043'36"W 1.) EXTERIOR PLAT C47 60.28 250.00 13048'56" 60.14 S 11 048'27"E C73 50.00 1550.00 1050'53" 49.99 N490 18' 17"W BOUNDARY DETERMINED C48 55.00 250..00 12036'18" 54.89 S2500 1 '04"E C74 27.31 1730.00 0054'17" 27.31 N47031'29"W BY CSF 40908. C49 55.00 250.00 12036'18" 54.89 S37037'22"E C75 34.76 145.00 13044'02" 34.67 S36042'13"E 2.) NO BUILDING. C50 85.67 200.00 24032'31" 85.01 S16050'45"E C76 49.46 1730.00 1038'16" 49.45 N59009'03"W STRUCTURE. 'lKr..ES. C51 72.53 202.30 20032'34" 72.14 S39027' 13"E C77 41.50. 145.00 16023'57" 41.36 S51046'13"E SHRUBS. OR OTHER C52 47.93 T 204.13 13027'09" 47.82 S56050'22"E C78 52.11 1730..00 1043'33" 52.11 N57028'09"W OBSTRUCTION SHALL BE C53 12.76 1550.00 0028'18" 12.76 N63023'19"W C79 52.11 1730.00 1043'33" 52.11 N55044'36"W PLACED OR LOCATED ON OR C54 129.79 1462.39 5005'07" 129.75 N70002'16"W C80 52.11 1730.00 1043'33" 52.11 N54001'03"W IN A PUBLIC UTILITY C55 36.93 105.00 20008'59" 36.74 S49053'42"E C81 52.11 1730.00 1043'33" 52.11 N52017'30"W EASEMENT SHOWN HEREON. C56 53.25 1770.00 1043'26" 53.25 N58031'09"W C82 52.11 1730.00 1043'33" 52.11 N50033'57"W C57 49.86 1770.00 1036'50" 49.85 N56051'01"W C83 52.11 1730.00 1043'33" 52.11 N48050'24"W CURVE TABLE (EASEMENTS) C58 49.88 1770.00 1036'53" 49.88 N55014'10"W CI02 85.95 250.00 19041'57" 85.53 S53046'30"E CURVE DELTA RADIUS LENGTH CHORD C59 49.77 1770.00 1036'40" 49.77 N53037'23"W CI03 433.33 1500.00 16033'08" 431.83 N55020'55"W C1S0 0'32'21" 1462.39. 13.76. N72'18.38"W 13.76. COO 50.01 1770..00 1037'08" 50.01 N52000'29"W C124 18.07 542.92 1054'26" 18.07 S61058'55"E C151 4-41'50" 1462.39. 119.89. N6S'08.47"W 119.86' C61 49.72 1770.00 1036'35" 49.72 N50023'37"W C125 46.95 542.92 4057'17" 46.93 S65024'47"E C152 0'29.52" 1462.39. 12.70' N62-3S09"W 12.70. C62 50.08 1770.00 1037'16" 50.08 N48046'42"W C127 18.19 853.23 1013'17" 18.19 N59053'02"W C153 5'51 '03" 1462.39. 149.34' N59-22.41"W 149.27. C63 27.66 1770.00 0053'43" 27.66 N47031'12"W C128 395.99 1462.39 15030'53" 394.78 N59044'16"W C154 0'25.13" 1462.39. 10.73. N56'14'33"W 10.73' r REGISTERED PROFESSIONAL D SURVEYOR "' EGON JUN 30, 1997 TROY T. TETSUKA ~ 2841 ~ EXPIRES 6/30/10 30 60 o 60 120 DENOTES FENCE LINE DENOTES ALUMINUM DENOTES CURVE TO SPIRAL DENOTES LANE COUNIY SURVEY NO. DENOTES CALCULATED DATA DENOTES DOWN DENOTES FOUND DENOTES LONG CHORD DENOTES LEFT DENOTES IRON .t"lt'~ DENOTES IRON ROD DENOTES POINT OF BEGINNING DENOTES POSITION DENOTES RIGHT DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES. SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTES TANGENT TO SPIRAL DENOTES WITH DENOTES YELLOW PLASTIC CAP DENOTES MONUMENT NUMBER SCALE: 1 INCH == 60 FEET .../'III!!IPI CO{Jsulting . Engineers ,.,.... 111 SW: Fifth Aven~ Suite 2500 Pot1faf1d. OR 97204:.-3628 (503) 227-3251 Civil Fax (503) 274-4681 p.,1IMt/ SM. LOll""" 8M F~ 8M.... PhoMIx "., ...... PROJECT NO. 309826.00 SHEET 4 OF 6 ASSESS~R'S MAP 170,2 32,- TAX LOT N~." 104 I' CITY OF SPRINGFIELD 'CAS~ NO. SUB2005-00048 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 '{ 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 BEARING N02004'21"W N87055'39"E N50036'27"E N42054'56"W S72021'08"E 868010'21"E S680 10'21 "E S680 10'21"E S680 10'21"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'oo"W S50020'00"E N44010'OI"W S44010'OI"E 8440 12'30"E CHORD DIST. 278.17 275.24 207.75 210.00 209.95 207.75 BY:. ^ RECORDED DATE: FD 5/8" IR W IYPC MARKO "Utt tt INC" HELD PER CSF 40908 ALSO FD 5/8" IR FLUSH. STRAIGHT SET IN CSF 36047 SO 1 052'25"W 0.45' ---r.eltb.._ , ^ --~118~. 11.4l1l, It C30 040 (P ~485 ~4~~1 .80' .el, 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 848018'31"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 ~57. ~~ ~, '57(5'" ~ ~<9 \Y ../. '57, 65.66' FENCE 1.2. 888011 '03"E WEST SEE SHEET 4 OF 6 WESTWIND ESTATES BEING A 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 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 WILLAMEl'l~ MERIDIAN CITY OF SPRINGFIELD, LANE COUN'IY, OREGON OCTOBER 21, 2009 COUNTY CLERK TRACT G 74.825 S. F. 1.718 ACRES (SEE NOTE 11. SHEET 6) in ~) tI) it) - BUILDING ENVELOPE (SEE NOTE 10. SHEET 6) 884021'03"F; 191.23' ---.. TRACT D 88.753 S. F. 2.037 ACRES 14 r..lo{CE . 2.3' WEST , - .; - 0'\ '" 0'\ i' 0'\ cO ('t') FD 5/8" IR. FLUSH. STRAIGHT - SET IN CSF 23776 HELD 0.04' EAST PER CSF 40908 en c::) c;::) ('J co m ...... ...... 'E ..0 :;j Cf) (ij t: .5 'S::: o ..- LEGEND: . DENOTES FOUND 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC", SET IN CSF 40908. (UNLESS OTHERWISE NO f~U) P DENOTES SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." FENCE 2.4' WEST o DENOTES SET 5/8" x 30" l<J!,rlAR WITH YELLOW PLASTIC CAP STAMPED "KPFF INC." TO BE POST MONUMENTED f8 C\i ~ co )( ALUM CS CSF CALC DN FD LC LT IP IR POB POS RT RW/ROFW SC S.F. ST STA TS W/ YPC ( 314 ) CURVE TABLE CURVE LENGTH - RADIUS DELTA CHORD DIST I CHORD DIRECTION C8 316.48 1402.39 12055'47" 315.81 S57008'14"E C19 69.85 475.00 8025'31" 69.79 S5101T06"E C23 36.76 250.00 8025'31" 36.73 S51017'06"E C30 285.80 603.01 27009'21" 283.14 S74036'23"E C64 33.82 230.00 8025'31" 33.79 S51017'06"E C84 6.82 380.00 1001'43" 6.82 S56ooo'44"E C85 50.21 380.00 7034'17" 50.18 S60018'44"E C86 51.25 380.00 7043'36" 51.21 S67057'40"E C87 53.36 380.00 8002'42" 53.31 S75050'49"E C88 46.97 56.00 48003'31" 45.61 N57006'43"W C89 8.43 380.00 1016'18" 8.43 S80030'19"E C90 41.72 56.00 42041'20" 40.76 NI1044'17"W C91 5.60 21.00 Is016'14" 5.58 N 17020'34"E C92 13.25 21.00 36009'44" 13.04 N43003'35"E C93 9.31 9.00 59018'02" 8.90 S31029'27"W C94 6.40 270.00 1021'29" 6.40 S47045'05"E C95 33.30 270.00 7004'03" 33.28 S51057'51"E C96 4.67 420.00 0038'14" 4.67 S55048'59"E C97 50.16 420.00 6050'32" 50.13 S59033'22"E C98 50.21 420.00 6050'59" 50.18 S66024'07"E C99 47.03 420.00 6024'56" 47.00 S73002'05"E CI00 14.05 420.00 1055'01" 14.05 S77012'04"E C101 34.91 2S.00 80000'00" 32.14 N38009'34"W CI04 73.53 . 500.00 8025'31" 73.46 S51017'06"E CI05 285.03 500.00 32039'42" 281.18 S71049'43"E C106 41.52 450.00 5011'13" 41.51 S49042'57"E CI07 24.65 450.00 3008'18" 24.65 S53055'43"E CI08 36.65 450.00 4040'01" 36.64 S5r49'52"E Cl09 54.08 450.00 6053'08" 54.05 S63036'27"E CllO 49.99 450.00 6021'54" 49.97 S70013'59"E Clll 50.00 450.00 6021'58" 49.97 S7603S'55"E C129 240.19 475.00 28058'20" 237.64 N69059'02"W C130 30.59 47S.OO 3041'22" 30.58 S86018'53"E C131 158.21 400.00 22039'42" 157.18 N66049'43"W C132 62.83 45.00 80000'00" 57.85 S38009'34"E ~ in C'I:I N ~ .... o w FENCE 0.2' WEST ~ It) -:t 0'\ iii ~I Dc = ... \0 () 0\ co .. ~ ) = ~ 51f o ~- UJ 0 it) ~ 0 o (j'J FENCE 2.5' WEST FENCE 2.4' WEST N M '" l'o SET MONUMENT AS SHOWN N88009'34"W 7 .00' DUE TO 1l<J!,~ AT ACTUAL LOCATION 1.) EXTERIOR PLAT BOUNDARY DETERMINED BY CSF 40908. 20' 20' ~ ~ Cl:!g '-. ~{q FENCE 2.5' WEST .!-&J N90'00.OO"E g 10.00' p.s g. r--' ~ - 1.0 I 0 g~1 I~P 2:"-1 I~~ <0 ~ ~c7 I ~I 30' OFFSET SPIRAL CHORD "<9,> 6'~ J ,- N4TOfOS"W. 13.6t .90. "/ I 51 ''tp. ..?.>, <S?./ >, ~ p~:~ ~ ./)0 Ul'Il" 105 C'%:~/ly '-...... ~1Vl'/t<1.s"-..... ~ ~A_ Q 8. ."7/t1\1 ~ ~..?..? l' ~ :9.9,.:> TRACT E 72,818 S. F. - ______ " C130 ~I 0 r-.., v --- 73.84' FENCE 2.8' WEST ~ N' (I') ~ - l.c ~ ~Iv. 66~<1~P6 ~ as"w ~ <07 .'7S' . FENCE 1.9' WEST 60 o 30 60 120 I1lIf"I ConsultitJ!::J Engineers w:llll m sw Fifth Ave1UE\ &Ate 2500 PatIiind. a:I 9?204-3628 (503) 227-3251 Civil Fax (503) 274-4681 PorlIMt/ ...",. LOll . AtIgII/H S." FrMClKo StIn DItItIo I'IHHInIx .".. VIr'" PROJECT NO. 309826.00 SHEET 5 OF 6 30. OFFSET SPIRAL CHORD N46'37' 40"W, 80.23' FD 5/8" IR. FLUSH, STRAIGHT SET IN CSF 23776 HELD PER CSF 40908 FENCE 3.1' WEST EASEMENT DETAIL "D" NOT TO SCALE 1 0' WIDE UTILITY EASEMENT PER DOCUMENT NO. 8322991 ~ ......... , ASSESSOR'S MAP 170232 - TAX LOT NO. 104 CITY OF SPRINGFIELD CASE NO. SUB200S-00048 I . I I I .......... ~ - ,- DENOTES FENCE LINE DENOTES ALUMINUM. DENOTES CURVE TO SPIRAL DENOTES LANE COUNTY SURVEY NO. DENOTES CALCULAlr..U DATA DENOTES DOWN DENOTES FOUND DENOTES LONG CHORD DENOTES LEFt' DENOTES IRON .t"ll"'r; DENOTES IRON ROD DENOTES POINT OF BEGINNING DENOTES POSITION DENOTES RIGHT DENOTES RIGHT-OF-WAY DENOTES SPIRAL TO CURVE DENOTES SQUARE FEET DENOTES SPIRAL TO TANGENT DENOTES STATION DENOTES TANGENT TO SPIRAL DENOTES WITH DENOTES YELLOW PLASTIC CAP DENOTES MONUMENT NUMBER NOTE: ~ "REGISTERED , PROFESSIONAL LA~URVEYOR o EGON JUNE 30, 1997 TROY T. TETSUKA "' , , 2841/ EXPIRES 6/30/10 2.) NO BUILDING. STRUCTURE. TREES. SHRUBS, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT SHOWN HEREON. SCALE: 1 INCH = 60 FEET ~ - I "_. -, 11_1.1._...--..-11 1111.1._ I_IIIIII~I_I WESTWIND, ESTATES BEING A SUBDMSION OFA 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 WILLAMEl n~.i 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 REPRESENTED ON THE MAP OF WESTWIND ESTATES AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A SUBDMSION OF A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38, IN THE SE QUAKl'J:f..t< OF SECTION 32. IN TOWNSHIP 17 SOUTH, RANGE 2 WEST. OF THE WILLAMEI r~ 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 WILLAMEIT~ MERIDIAN. CITY OF SPRINGFIELD, LANE COUNTY. OREGON. DECLARATIONS KNOW ALL MEN BY THESE PRESENTS THAT LIBERTYBANK. AN OREGON CHARTERED BANK IS THE OWNER OF THE LAND DESCRIBED HEREON. AND THEY HAVE CAUSED THIS SUBDIVISION TO BE PREPARED IN ACCORDANCE WITH THE OREGON REVISED STATUTES. CHAPTER 92 AND DO HEREBY SUBDIVIDE AND PLAT THE SAME. OWNERS HEREBY. DEDICATE TO THE PUBLIC FOREVER ALL STREETS AND EASEMENTS DEPICTED ON THE FACE OF THIS PLAT. OWNERS HEREBY ACKNOWLEDGE ANY EXISTING EASEMENTS SHOWN OR NOTED HEREON. TRACTS "B"-"F" SHALL BE GRANIJ:f..U TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. TRACTS "A" & "G" SHALL BE GRANTED TO AN NTAINED BY THE DECLARANT. ITS SUCCESSORS OR ASSIGNS. TRACTY"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 01048'50" WEST, 1543.22 FEET TO THE SOUTHWEST CORNER OF THAT TRACT OF LAND CONVEYED TO THE CITY OF SPRINGFIELD IN THAT CERTAIN DEED RECORDED MARCH 1.1973, RECEPTION NO. 73-08919. LANE COUNTY OFFICIAL RECORDS AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT "A". ALSO BEING THE INITIAL POINT FOR THE HEREIN DESCRIBED PLAT OF WESTWIND ESTATES, BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KPFF INC"; THENCE LEAVING THE WEST LINE OF SAID DONATION LAND CLAIM AND ALONG THE SOUTH LINE OF SAID CITY OF SPRINGFIELD TRACT SOUTH 88004'42" EAST, 100.00 FEET TO THE SOUTHEAST CORNER OF SAID CITY OF SPRINGFIELD TRACT; THENCE ALONG THE EASTERLY LINE OF SAID CITY OF SPRINGFl$LD TRACT NORTH 01048'50" EAST. 250.00 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF MCKENZIE HIjaHWAY; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE SOUTH 88004'42" EAST, 105.00 FEET; THENCE LEJ(VING 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 WHICH 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 SPRINGFIELD 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 WHICH BEARS NORTH 81026'26" WEST. 98.54 FEET) 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 01048'50" EAST, 1067.74 FEET TO THE POINT OF BEGINNING. CONTAINING 251.539 SQUARE FEET OR 5.775 ACRES, MORE OR LESS. TOGETHER WITH; PARCEL CONTAINING TRACTS "B". "c" & "F" AND LOTS 1-27 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 SPRINGFIELD IN THAT CERTAIN DEED RECORDED MARCH 1.2002. RECEPTION NO. 2002-016522. LANE COUNTY OFFICIAL RECORDS AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL. BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMl"'~v "KPFF 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 SOUTHERLY. THROUGH A CENTRAL ANGLE OF 13009'34" (THE " LONG CHORD OF WHICH BEARS SOUTH 79026'26" EAST. 84.79 FEET) AN ARC DISTANCE OF 84.98 FEET TO A POINT OF TANGENCY; THENCE SOUTH 72051'39" EAST. 205.55 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 FEET) AN ARC DISTANCE OF 300.11 FEET TO A POINT OF TANGENCY; THENCE SOUTH 4rI3'34" EAST. 437.26 FEET TO A POINT OF NON-TANGENCY ON THE NORTHERLY 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 20045'0 I" 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 WHICH 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 SAIl( DONATION LAND CLAIM; THENCE ALONG SAID WEST LINE NORTH 01048' 50" EAST. 635.34 FEET TO THE POINT OF BEGINNING. BY: JO VP ANAGER CONSTRUCTION SERVICES/ENVIRONMENTAL RISK FOR: LIBERTYBANK. AN OREGON CHARTERED BANK STATE OF OREGON) ) COUNTY OF LANE) PERSONALLY A.t"l"'J:f..ARED BEFORE ME THE ABOVE NAMED JOHN W. REVELL. VP MANAGER CONSTRUCTION SERVICES/ENVIRONMENTAL RISK. LIBERTYBANK. AN OREGON CHARTERED BANK. WHO IS KNOWN TO ME TO BE THE INDMDUAL WHO EXECUTED THE ABOVE INSTRUMENT AND HAS ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE A VOLUNTARY ACT AND DEED. BED BEFORE ME THIS J ~DAY OF~, 2009. ~dtw c::I1:::J,tJ!. r (PRINT NAME) ACKNOWLEDGMENT ss NOTARY PUBLIC - OREGON COMMISSION NO. J/./)3 S6 " COMMISSION EXPIRES: -* - ~ - ~ tf!ijlb NARRATNE THE PURPOSE OF THIS SURVEY IS TO PLAT AND MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH THE OREGON REVISED STATUTES IN CHAPTER 92 AND LOCAL ORDINANCES AND AS GIVEN TENTATIVE Al"'l"'KOVAL BY THE CITY OF SPRINGFIELD. UNDER JOURNAL NO. SUB 2005-00048. THAT TRACT OF LAND DESCRIBED IN THAT CERTAIN DEED CONVEYED TO LIBERTYBANK. AN OREGON CHARTERED BANK IN DEED DOCUMENT NO. 2009-059440. LANE COUNTY. OREGON. THE BOUNDARY OF THIS PLAT WAS RESOLVED AND DETERMINED AS SHOWN ON KPFF SURVEY RECORDED UNDER CSF 40908. LANE COUNTY SURVEY RECORDS. CONTAINING 276.404 SQUARE FEET OR 6.345 ACRES. MORE OR LESS. ~ TOGETHER WITH; ifff..,.,., I PARCEL CONTAINING TRACTS "D". "E" & "G" AND LOTS 28. fH ~101 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 0 1 048'50" WEST. 3377.00 FEET TO THE SOUTH 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 AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL, BEING MARKED BY A FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "K.t"'tttt' 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 SOUTHERLY. THROUGH A CENTRAL ANGLE OF 28016'29" (THE LONG CHORD OF WHICH 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 6Q3.01 FOOT RADIUS CURVE CONCAVE NORTHERLY, THROUGH A CENTRAL ANGLE OF 27009'21" (THE LONG CHORD OF WHICH BEARS SOUTH 74036'23" EAST. 283.14 FEET) 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 NORTHERLY RIGHT OF WAY LINE NORTH 67048'08" WEST. 40.25 FEET TO THE BEGINNING OF A SPIRAL CURVE; THENCE ALONG THE 30.00 FOOT OFFSET SPIRAL CURVE CONCAVE NORTHEASTERLY. THE LONG CHORD OF WHICH BEARS NORTH 66024'35" WEST. 207.75 FEET TO THE BEGINNING OF A SPIRAL TO CURVE; THENCE ALONG THE ARC OF A 1402.39 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY. 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 SPIRAL CURVE CONCAVE NORTHEASTERLY. 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 FEET TO THE BEGINNING A SPIRAL CURVE; THENCE ALONG THE 30.00 FOOT OFFSET SPIRAL CURVE CONCAVE SOUTHWESTERLY. THE LONG CHORD OF WHICH 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 c CHORD OF WHICH BEARS NORTH 62016'49" WEST. 522.95 FEET) AN ARC DISTANCE OF 525.78 tt~~T 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. CONTAINING 750.180 SQUARE FEET OR 17.222 ACRES, MORE OR LESS. ~l! . TROY TJrETSUKA. PLS NO. 2841 . EXISTING EASEMENT NOTES 1. A BLANKET TYPE EASEMENT EXISTS OVER THE ENTIRE SUBDIVISION. EXCEPT FOR THE NORTHERLY PORTION OF TRACT "An (EXACT LOCATION CANNOT BE DETERMINED) FOR THE PURPOSE OF AN IRRIGATION CANAL TO EUGENE-SPRINGFIELD LAND & WATER COMPANY .t"J:f..K BOOK 186. PAGE 175. RECORDED 4/29/1936. 2. AN EASEMENT (UNDEFINED WIDTH) EXISTS ALONG BOOTH KELLY ROAD AND ALONG THE SOUTHERLY PORTION OF WEYERHAEUSER HAUL ROAD (EAST OF BOOTH KELLY) FOR THE PURPOSE OF EXISTING ELECTRIC TRANSMISSION AND DISTRIBUTION LINES TO THE CITY OF SPRINGFIELD PER RECEPTION NO. 58163 AND 58164. RECORDED 8/19/1966. 3. TRACT "An IS SUBJECT TO POTENTIAL RIGHT-OF-WAY DEDICATION TO THE CITY OF SPRINGFIELD TO EXTEND 48TH STREET FROM MCKENZIE HIGHWAY TO DAISY STREET. THE EXACT LOCATION IS NOT DEFINED PER ARTICLE III IN RECEPTION NO. 8533776. RECORDED 9/24/1985. 4. TRACTS "An. "Cn. "Dn. AND "G" ARE SUBJECT TO A FENCING OBLIGATION ALONG WEYERHAEUSER HAUL ROAD TO WEYERHAEUSER COMPANY PER RECEPTION NO. 2001-077441. RECORDED 9/20/2001. _,. RECORDED DATE: LANE COUNTY SURVEYORS OFFICE CSF NO, FILE DATF COUNTY CLERK BY: 0") c::::) c:;) C'J CO (ij ...... ...... 'E ..0 :J (J) (ij c '6> 'C o .- PLAT RESTRICTIONS 1. NO BUILDING. STRUCTURE. TREES. SHRUBS. OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCAl ti.V ON OR IN A PUBLIC UTILITY EASEMENT SHOWN HEREON. 2. TRACT "A" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE DECLARANT. ITS SUCCESSORS OR ASSIGNS (A NON-DEVELOPED AREA FOR WETLANDS). FOR PO 1 ti.1~TIAL FUTURE DEVELOPMENT OR USE AS Al"'rKOVED BY THE CITY OF SPRINGFIELD. 3. TRACT "B" SHALL BE FOR A STORM DRAINAGE POND TO 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. TRACT "C" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 5. TRACT "D" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 6. TRACT "E" SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 7. TRACT ifF" SHALL BE FOR A SECONDARY FIRE ACCESS 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 11U.fG 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 DRIVE. SOUTH 49TH PLACE. AND HOLLY STREET). 18 FOOT - GARAGE SETBACK (ALONG SOUTH 48TH STREET. SOUTH 48TH PLACE. GLACIER DRIVE. SOUTH 49TH PLACE. AND HOLLY STREET). 5 FOOT - SIDE YARD i:)r.,: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. ANDTHE EAST PLAT BOUNDARY). LOTS 31 - 44; 10 FOOT - FRONT YARD SETBACK (ALONG SOUTH GLACIER DRIVE). 18 FOOT - GARAGE SETBACK (ALONG GLACIER DRIVE). 5 FOOT - SIDE YARD SETBACK. THE BUILDING ENVELOPE SHALL BE 52' DEEP. 11. TRACT "Gn SHALL BE FOR OPEN SPACE TO BE OWNED AND MAINTAINED BY THE DECLARANT. ITS SUCCESSORS OR ASSIGNS. FOR POTENTIAL FUTURE DEVELOPMENT OR USE AS Al"'.t"KOVED BY THE CITY OF SPRINGFIELD. 12. DWELLINGS ON ALL LOTS MUST COMPLY WITH THE APPUCABLE DESIGN STANDARDS OF THE CLUSTER SUBDIVISION REGULATIONS AT THE TIME OF BUILDING PERMIT APPLICATION. 13. THERE SHALL BE A 7' WIDE PUBLIC UTILITY EASEMENT ALONG THE NORTHERLY LINE OF TRACT "Fn. A 7' WIDE PUBLIC UTILITY EASEMENT ABUTTING BOOTH KELLY ROAD ALONG THE SOUTHERLY LINE OF LOTS 8. 9.19. & 27. AND A 7' WIDE PUBLIC UTILITY EASEMENT ABUTTING BOOTH KELLY ROAD ALONG THE NORTHERLY LINE OF LOTS 28, 29. 86. 87. & 101. ALL AS SHOWN. POST MONUMENTATION CERTIFICATE I. TROY T T~l SUKA. A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON. DO HEREBY CERTIFY THAT THE CORNERS INDICATED HEREON TO BE POST-MONUMENIJ:f..V WILL BE MONUMENTED WITHIN SIXTY (60) CALENDAR DAYS FOLLOWING THE COMPLETION OF THE STREET AND UTILITY IMPROVEMENTS, BUT NO LATER THAl::::"Eli::"FROM THE RECORDING DATE OF THIS PLAT, WHICH EVER OCCURS FIRST. TRO~UKA. PLS 2841 POST MONUMENTATION COMPLETION NOTICE POST - MONUMENTATIONOF THE CORNERS WAS COMPLETED ON THE DAY OF APPROVALS & ACCEPTANCES · 20_. AS INDICATED AND CERTIFIED ON AN MttlUAVIT RECORDED ON THE DAY OF . 20_ AS DOCUMENT NO. , LANE COUNTY OREGON DEED RECORDS. CITY OF SPRINGFIELD PLANNING DIRECTOR DATE CITY OF SPRINGFIELD SURVEYOR DATE LANE COUNTY ASSESSOR DATE LANE COUNTY BOARD OF COMMISSIONERS DATE 1 ASSESSOR'S MAP 1702 32 -. TAX LOT NO. 104 I CITY OF SPRINGFIELD CASE NO. SUB2005-00048 I I I I I " I I I I I" , REGISTERED PROF'ESSIONAL LA.,O SURVEYOR ~.. /(Jl." EGON JUN 30, 1997 TROY T. TETSUKA 2841, ./ EXPIRES 6/30/10 , I1lIf"I Consulting Engineers ,.,... 111 SW Fifth A~ Suite 2500 Pa1/a1Xt OR 97204-3628 (503) 227-3251 Civil Fax (503) 274-4681 PorlIMId ...",. Loti A".... 8." FrMC_. 8M DItI(JO PhotMIx ". ...... PROJECT NO. 309826.00 SHEET 60F6' '-