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HomeMy WebLinkAboutApplication APPLICANT 1/18/2008 (2) Ii!! NARRATIVE THE PURPOSE OF THIS SURVfY WAS TO MONUMENT THE BOUNDARIES AND ADJUSTED LINES OF THE'LANDS OF (1) NORTHVlEW INVESTMENTS INC., (2) JUAN SHEDRICK AND JOY BACKER, AND (3) LENORD E. HAYS AS SAID ADJUSTMENT WAS GIVEN TENTATNE APPROVAL BY THE CITY OF EUGfNf UNDER PLANNING ACTION NUMBER SUB 2007-00043 ON SEPTEMBER 4, 2007. THE POINTS AND LINES SHOWN HEREON WERE ESTABLISHED AS FOLLOWS: THE 3>> BRASS CAP MONUMENT FOUND AT THE SOUTHWEST CORNER OF LUCINDA COMEGY'S OLe NUMBER 81, T17S, R2W, W.M. AS SET IN REFERENCE 6 WAS ACCEPTED AS BEING SAID CORNER. THE J" BRASS CAP MONUMENT FOUND AT THE SOUTHEAST CORNER OF LUCINDA COMEGY'S DLC NUMBER 81, T17S, R2W,W.M. AS sa IN REFERENCE 7 WAS ACCEPTED AS BEING SAID CORNER. THE SOUTH LINE OF SAID DLC NUMBER 81 WAS CALCULATED BY RUNNING. A LINE BETWEEN SAID BRASS CAP MONUMENTS. THE BEARING, NORTH 89-.50' 00" EAST, BETWEEN SAID CORNERS AS SHOWN ON CSF. 20627 BY CLYDE A. RANDALL (REF 4) WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. THE PK NAIL FOUND AT THE INTERSECTION OF 38TH ~'t<tET AND "[" STREET WAS ACCEPTrD AS BEING A POINT ON THE CENTERLINE OF SAID 38TH STREET AS SHOWN ON SAID CSF 20627 (REF 4).. THE 5/8" REBAR FOUND AT THE NORTHWEST CORNER OF TL 802 WAS ACCEPTED AS BEING A POINT ON THE fAST MARGIN OF SAID 38TH STREUAS SHOWN ON SAID CSF20627 (REF 4). THE CENTERLINE OF SAID 38TH ~'t<EET WAS CALCULATED BY RUNNING SOUTHERLY FROM SAID PK NAIL ALONG A LINE THAT PASSES 25.00 FEU WESTERLY, BY PERPENDICULAR MEASUREMENT,. FROM SAID 5/8" REBAR THAT WAS. FOUND AT THE NORTHWfST CORNER OF TL 802 AND THEN EXTENDING SAID LINE SOUTHERLY. . THE EAST AND WEST MARGINS OF SAID J8TH STREET WERE ESTABLISHED BY OFFSt I liNG SAID CENTERLINE AS SHOWN HEREON. THE 5/8" REBAR FOUND AT THE SOUTHWEST CORNER OF LOT 27 OF "MALlNDA" (REF '3) WAS ACCEPTED AS MARKING A POINT ON THE WEST LINE OF SAID LOT 27 AND NORTHERLY EXTENSION'OF THE WEST LINES OF LOTS 28 TO 48, INCLUSIVE OF SAID PLAT. THE 03/8" REBAR FOUND AT THE SOUTHWfST CORNER OF LOT 48 OF SAID PLAT OF "MALlNDA" (REF J) WAS ACCEPTED AS MARKING SAID CORNER, AS BEING A POINT ON THE NORTH MARGIN OF THE MCKENZIE HIGHWAY AS SHOWN ON SAID PLAT, AND AS BE1NG THE SOUTHEAST CORNER OF THE LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 1 1). THE fASTfRL Y WfST LINES AND NORTHWEST CORNER OF LOT 26 OF SAID PLAT OF "MALlNDA" (REF 3) WERE CALCULATED BY DRAWING A LINE NORTHERLY FROM SAID J/8" REBAR FOUND AT THE SOUTHWEST CORNER OF LOT 48, PASSING THROUGH SAID 5/8" REBAR FOUND AT THE SOUTHWEST CORNER OF LOT 27 AND EXTENDING SAID LINE TO ITS INTERSECTION. WITH SAID SOUTH LINE OF LUCINDA COMEGY'S DLC NUMBER 81; THE f'K NAIL FOUND AT THE EASTERLY...:.SOUTHEAST CORNER OF PARCEL I OF LPPN 92-P0196 (REF 5) WAS ACCEPTED AS BEING OFFSET 10.00 FEET NORTHERLY OF SAID. NORTH MARGIN OF THE .MCKENZIE HIGHWAY AS SHOWN ON SAID LPPN 92-P0196 (REF 5). SAID NORTH MARGIN OF THE MCKENZIE HIGHWAY WAS CALCULATED BY RUNNING A LINE FROM THE 3/8" REBAR FOUND AT THE SOUTHWEST CORNER OF lOT 48 OF SAID PLAT OF "MALlNDA" WESTERLY ALONG A LINE THAT PASSES 10.00 FEET SOUTHERLY, BY PERPENDICULAR MEASUREMENT FROM SAID PK NAIL THAT WAS FOUND AT THe EASTfRLY- SOUTHEAST CORNER OF PARCEL 1 OF LPPN 92-PO'196 (REF 5) AND EXTENDING SAID. LINE 80TH E:ASTERL Y AND WfSTERL Y. THE NORTHEAST CORNER. OF THE LANDS OF NORTHVIEW INVESTMENTS INC (REF 8) WAS CALCULATED BY HOLDING THE DEED DISTANCE OF 1433.00 FEET SOUTHERLY ALONG THE WEST LINES OF THE PLAT OF "MALlNDA" AS MEASURED FROM THE NORTHWfST CORNER OF LOT 26 OF SAID PLAT; THE NORTH LINE AND NORTHWEST CORNER OF SAID LANDS OF NORTHVlEW INVESTMENTS INC (REF 8) WERE CALCULATED BY RUNNING A UNE FROM THE AFORESAID .NORTHEAST CORNER- THE BEARING OF NORTH 89..44' 00" WEST AS SHOWN ON SAID CSF 20627 (REF 4) AND INTERSECTING SAID LINE WITH THE EAST MARGIN OF 38TH STREET WHICH MARGIN IS OFFSET 20.00 FEET EASTERLY OF SAID STREET CENTERLINE. THE fAST LINE AND SOUTHEAST CORNER OF SAID LANDS OF NORTHVlfW INVESTMENTS INe (REF 8) WAS CALCULATED BY HOLDING THE DEED DISTANCE OF 102.00 FEET SOUTHERLY ALONG 'HE EASTERL Y WEST PLAT BOUNDARY OF "MALINDA" (REF 3). THE SOUTH LINE AND SOUTHWEST CORNER OF' SAID LANDS OF NORTHVlEW INVESTMENTS INC (REF 8) WAS CALCULATED BY RUNNING A LINE FROM THE AFORESAID SOUTHEAST CORNER THE BEARING OF NORTH 89- 44' 00" WEST AS CALLED IN SAID DEED (REF 8) AND INTERSECTING SAID LINE WITH THE EAST. MARGIN OF J8TH STREET WHICH MARGIN IS OFFSET 20.00 FrET EASTERL Y OF SAID STREIT CENTERLINE. THE WEST LINE OF SAID LANDS OF NORTHVIEW INVESTMENTS1NC (REF 8) WAS CALCULATED BY RUNNING A LINE FROM THE NORTHWEST CORNER OF SAID LANDS SOUTHERLY ALONG THE fAST MARGIN OF 38TH STREET (BEING OFFSET. 20.00 FEfT EASTERLY OF SAJD STREET CENTERLINE) TO THE SOUTHWEST CORNER OF SAID LANDS. THE NORTHEAST CORNER OF. THE LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11) WAS ACCEPTED AS BEING COMMON WITH THE SOUTHEAST CORNER OF SAID LANDS OF NORTHVIEW INVESTMENTS INC (REF 8). THE EAST LINE OF SAID LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11) WAS CALCULATED BY RUNNING A LINE FROM THE NORTHEAST CORNER OF SAID LANDS ALONG THE EASTERLY WEST LINE OF SAID PLAT OF "MALINDA" (REF 3) TO THE SOUTHEAST CORNER OF SAID LANDS (REF 11). THE SOUTH LINE AND SOUTHWEST CORNER OF SAID. LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11) WERE CALCULATED BY RUNNING A LINE WESTERLY ALONG THE NORTH MARGIN OF SAID MCKENZIE HIGHWAY THE DEED DISTANCE OF 50.00 FEET. THE WEST LINE AND NORTHWEST CORNER OF SAID lANDS OF JUAN. SHEDRICK AND .JOY BACKER (REF 11) WERE CALCULATED BY RUNNING A LINE NORTHERLY FROM SAID SOUTHWEST. CORNER AND PARALLEL WITH THE EAST LINE OF SAID LANDS TO ITS INTERSECTrON WITH THE SOUTH LINE OF SAID. LANDS OF NORTHVIEW INVE:STMENTS INC (RfF B). THE NORTH LINE OF SAID LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11) WAS CALCULATED BY RUNNING A LINE FROM THE NORTHEAST CORNER OF SAID LANDS (REF 11) WESTERL Y ALONG SAID SOUTH UNE OF THE LANDS OF NORTHVlEW INVESTMENTS INC (REF 8) TO THE NORTHWEST CORNER OF SAID LANDS (REF 11). THE NORTHEAST CORNER, EAST LINE AND SOUTHEAST CORNER OF THE LANDS OF LENORD E. HAYS (REF 12) WERE. ACCEPTED AS BEING COMMON WITH THE NORTHWEST CORNER, WEST LINE AND SOUTHWEST CORNER, RESPECTIVELY OF SAID LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11). THE NORTHWEST CORNER OF SAID LANDS OF LENORD E. HAYS (REF 12) WAS ACCEPTED AS BEING COMMON WITH THE SOUTHWEST CORNER OF SAID LANDS OF NORTHVlEW INVESTMENTS INe (REF 8). THE WEST LINE AND WESTERLY SOUTHWEST CORNER OF SAID LANDS OF LENORD E. HAYS (REF 12) WERE CALCULATED BY RUNNING A LINE SOUTHERLY FROM SAID NORTHWEST CORNER (REF 12) ALONG THE EAST MARGIN OF 38TH STREET (BEING OFFSET 20.00 FEET EASTERLY OF SAID STREET CENTERLINE) TO A POINT THAT LIES 25.00 FEET NORTHERLY OF THE POINT OF INTERSECTION OF SAID MARGIN WITH .THE NORTH MARGIN OF THE MCKENZIE HIGHWAY AS CALLED IN SAID DEED (REF 12). THE SOUTH LINE AND EASTERLY SOUTHWEST CORNER OF SAID LANDS OF LENORD E. HAYS (REF 12) WERE CALCULATED BY RUNNING A LINE WESTERLY FROM THE SOUTHEAST CORNER OF SAID LANDS (REF 12) ALONG SAID NORTH MARGIN OF THE MCKENZIE HIGHWAY TO A POINT THAT LIES 25.00 FEET EASTERLY OF THE POINT OF INTERSECTION OF SAID MARGIN WITH SOUTHERLY EXTENSION OF THE EAST MARGIN OF 38TH STREET (BEING OFFSET 20.00 FEET EASTERLY OF SAID STREET CENTERLINE) AS CALLED IN SAID DEED (REF 12). THE SOUTHWEST LINE OF SAID LANDS OF. LENORD E. HAYS (REF 12) WAS CALCULATED BY RUNNING A UNE FROM SAID WESTERLY SOUTHWEST CORNER TO SAID fASTERL Y SOUTHWEST CORNER. THE SOUTH LINE, SOUTHEAST CORNER AND SOUTH WEST CORNER OF TRACT 1 (TL 900 AFTER 2ND ADJUSTMENTJ WERE CALCULATED..BY RUNNING A LINE BE:TWEEN THE 5/8" REBAR THAT WAS FOUND NORTH 89- 56' 39 EAST 0.16 FEU FROM SAID SOUTHEAST. CORNER AND THE 3/4" IRON PIPE THAT WAS FOUND SOUTH 89. 56' 39" WEST 50.00 FEET FROM SAID SOUTHEAST CORNER, EXTENDING SAID LINE WESTERLY TO ITS INTERSECTION WITH THE EAST MARGIN OF 38TH STREET AND INTERSECTING SAID LINE WITH THE EASTERLY WEST PLAT BOUNDARY OF MALINDA AS CALLED IN THE RECORDED PROPERTY LINE ADJUSTMENT. DEEDS (REF 13 AND REF .14). THE NORTHWEST CORNER OF TRACT 2 (TL '000 AFTER 2ND ADJUSTMENT) AND NORTHEAST CORNER OF TRACT' 3 (TL 1100 AFTER 1ST ADJUSTMENT)WERf CALCULATED BY EXTENDING THE COMMON LINE BETWEEN SAID LANDS JUAN SHEDRICK AND JOY BACKER (REF 11) AND SAID LANDS OF LENORD E. HAYS (REF 12) TO ITS INTERSECTION WITH THE SOUTH LINE OF TRACT 1 (TL900 AFTER 2ND ADJUSTMENT). ei TAX MAP. 17--02-31-42, TAX LOT 900, 1000 4& 1100 PLOTTER: HP DES/GNJET 6500 INK: HP 51640A MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J SURVEY FOR NORTHVIElf INVESTMENTS INC. S.E. 1/4. :'EC. 31. T.17S., R.2"., ".M. SPRINGFIELD, LANE COUNTY, OREGON SEPTEMBER 18, 2007 SCALE 1"=100' .@-.BR //. -"\ ~. SOUTHEAST. CORNER ,/ I LUCINDA COMEGY ,/ OLe 81 / 117S, R2W, WAf (2) / FOUND 3" BRASS I ~ CAP SET BY LCPWD i IN 1971(3)(4)(5)(7) f , . ~~ - ............. "u:)''N '0) 0) a<o:g <"lacs ~~ 38tb PULE, --fi ~~lO' ~c.~ -;;:- t-.. Oi' ~ R ........ 111 ~ G:?,.,., tIJ ~ ~~~ a~ tlc.c. .~ '::- ~ ~ klQ- ~ ~::... p o~~ b o~ ~ fI.) ~~ ... I fi3 ~~ ~ ~ ~ ~! I, / FOUND PK NAIL (.f)rti ~ I t K:-: t-2~5.59(245.?O)(4) ---"'t[~ (.::.1 ...... -- y .........- -- ----- Pl SOUTH LINE OF DLe 81 -- r t),to, _. _.:.__., ,,'" ~ ~ . ....-...- .. .s> ~.............. o~ ~ ,," ".,.,...__-:- V ". ,,"'" } I'~"':......-...-- c1~':: 193.65('93.75)(3) , '...... I \89-41'04" - .-""" -....--... \ ....... \ '-~ \ ~ii'0i" , ~ .0).... '... ~C11OC11O ,'- ~~~ I~ '-'- C S ... '- e~ ~c. ~~ ~~O) ...:~...= r::=cr::= -;::::-- It). '- ~ ... ,.... ... '- rf(t"~Ut$IYlinAll(~C'D JAN 182008 LANE COUNTY SURVEYORS OFfiCE C.S. FILE No. Yo, tll FILING DATEZ,,, . oa '01 G ~. Branch . ~ngineering, nc. 310 Fifth Street Sprln,field,. Ore,on .. 97..77 (541)746-0637 FAX (541)746-0389 branchadminebranchengineerinl.com Civil. Structures. Transportation · Surveying s[e PAGE 2 f'679.9fJ(3~ 1685.0 12 1680.]~ 16 9.92)(3) 1433.00(4)(8)(9 }(I4JO.J6)(1) -;.....__, 1380.50(9) ---...... ...'...... '....,.....,...,.; '-, "'''0 . ---------... '.. t~ '" .~. "', ,..... o~" 247.J2 v ", ~ a~ GO 01 I J ---'~ t .... FOUND 5/8". REBAR (NO CAP)(3) ~ --}-. ~-:::- - '-~ 1!')0i'~ QIt)~ ~~~ --- '-,- , , , , , f , I \ I \ , , , \" . ~-<:>. /.' . ... . SOUTH'M.'EST co. RN. ER '......... . 1;-/. . LUCINDA COAfEGY '.. Q .<!1 . . . OLC 81 BR T17S, R2W, WM (1)(2)(4)(5) FOUND 3" BRASS CAP SErSr LCSO IN 1986(6)(STONE)(2)(4)(5) - ,-, 38th ~ fO()~ ~()() ~ ~ TRACT 1 a "V IE ~~ @ @ STREBT 1965.04 -...,.,.-.",,; I (~ ~~ I 40 20 r · · · ~J ---- o LEGEND @. FOUND MONUMENT AS NOTED. 'i' SET 5/8" x 030" REBAR WITH YELLOW PLASTIC ~ CAP MARKED "BRANCH ENG INC. ". o CALCULATED POINT - NOTHING FOUND NOR SET. --J' DENOTES LINE NOT TO SCALE. DENOTES TAX LOT NUMBER DENOTES DONATION LAND CLAIM NUMBER DENOTES YELLOW PLASTIC CAP. DENOTES UNKNOWN ORIGIN. DENOTES COUNTY SURVEY FILE. DENOTES NOT TO SCALE. DENOTES LAND PARTITION PLAT NUMBER DENOTES LANE COUNTY SURVEYOR'S OFFICE DENOTES LANE COUNTY PUBLIC WORKS DEPARTMENT DENOTES LANE COUNTY OREGON OFFICIAL RECORDS. DENOTES LANE COUNTY OREGON PLAT RECORDS. DENOTES LANE. COUNTY OREGON LAND PARTITION PLAT RECORDS. DENOTES MONUMENT USED TO ESTABLISH BASIS OF BEARINGS. () DENOTES DATA OF RECORD. ALL DISTANCES SHOWN ARE IN FEET. REFERENCES 1. CSF 103737 BY SIDNEY E. HAMMOND FILED NOVEMBER 1964. 2. "37TH STREET ADDITION" RECORDED AUGUST 5, 1964 IN BOOK 24, PAGE 15 LCOPR. 3. "MALlNDA" RECORDED APRIL 14, 1977 IN FILE 72, SLIDE 35 LCOPR. 4. CSF 20627 BY CLYDE A. RANDALL FILED JUNE 1, 1977. 5. LPPN 92-P0196 BY LAWRENCE B. OLSON RECORDED FEBRUARY 25, '992 LCOLPPR. 6. LCSO CORNER REPORT INDEX NUMBER 10272. 7. LCSO CORNER REPORT INDEX NUMBER 4325. 8. WARRANTY DEED TO NORTHVIEW INVESTMENTS INC., RECORDED OCTOBER. 6, 2006 AT RECORDER'S NUMBER 2006-072887 LCOOR (TL 900). 9. WARRANTY DEED TO DUANE KNIGHTS AND SUSAN KNIGHTS RECORDED APRIL 21, 2006 AT RECORDER'S NUMBER 2006-027614 LCOOR~ (TL 800) 10. WARRANTY DEED TO RANDY BYE AND MARTHA BYE RECORDED SEPTEMBER 29, 1995 IN REEL 2100R AT RECORDER'S NUMBER 9554893 LCOOR. (TL 802) 11. BARGAIN AND SALE DEED TO JUAN SHEDRICK AND JOY BACKER RECORDED DECEMBER 12, 2006 AT RECORDER'S NUMBER 2006....088668 LCOOR. (TL 1000) 12. WARRANTY DEED TO LENORD E. HAYS RECORDED JULY 21, 2005 AT RECORDER'S NUMBER 2005-055968. (TL 1100) TL DLC )PC (1)0) CSF (NTS) LPPN LeSO LCPWD LeOOR LCOPR LCCLPPR BR ,f 1 REGISTERED PROFESSIONAL LAND SURVEYOR ! . y l / ~'l..-.- ~ -r-- OREGON J JULY 20, 1993 .. REX A. BElZ '- '2606 EXPIRES: DECEMBER 31. 2007 PROJECT .No. 06-261 PAGE 1 OF 2 ~ DWG. No.Z:\2006\06-261 CRS J8TH ST\PLA\FINAL PLA\06-261 PiA FNL.DWG 9/18/07 GPW · .~ REFERENCES ,. CSF 13737 BY SIDNEY E. HAMMOND FILED NOVEMBER 1964. 2. "37TH STREET ADDITION" RECORDED AUGUST 5, 1964 IN BOOK 24. PAGE 15 LCOPR. 3. "MALlNDA" RECORDED APRIL 14, 1977 IN FILE 72, SLIDE 35 LCOPR. 4. CSF 20627 .BY CLYDE A. RANDALL FILED JUNE " 1977. 5. LPPN 92-P0196 BY LAWRENCE B. OLSON RECORDED FEBRUARY 25, 1992 LCOLPPR. 6. LCSO CORNER REPORT INDEX NUMBER 10272. 7. LCSO CORNER REPORT INDEX NUMBER 4325. 8. WARRANTY DEED TO NORTHVlEW INVESTMENTS INC., RECORDED OCTOBER 6, 2006 AT RECORDER'S NUMBER 2006-072887 LCOOR (TL 900). 9. WARRANTY DEED TO DUANE KNIGHTS AND SUSAN KNIGHTS RECORDED APRIL 21, 2006 AT RECORDER'S NUMBER 2006-:.027614 LCOOR. (TL800) 10. WARRANTY DEED TO RANDY BYE: AND MARTHA BYE RECORDED SEPTEMBER 29, 1995 IN REEL 21 OOR AT RECORDER'S NUMBER 9554893 LCOOR. (TL 802) 11. BARGAIN AND SALE DEED TO JUAN SHEDRICK AND JOY BACKER RECORDED DECEMBER 12. 2006 AT RECORDER'S NUMBER 2006-088668 LeOOR. (TL 1000) 12. WARRANTY DEED TO LENORD E. HAYS RECORDED JULY 21, 2005 AT RECORDER'S NUMBER 2005-055968, LCOOR. (TL 1100) 13. SERIAL PROPERTY LINE ADJUSTMENT DEED ONE OF TWO RECORDED 0 c to bey- . 2'--\ , 2007 AT RECORDER'S NUMBER 2007- 7 e 71 "3 ,LCOOR. (AFFECTS TAX LOTS 900 AND 1100). 14. SERIAL PROPERTY LINE ADJUSTMENT DEED TWO OF TWO RECORDED :, c.. i I:> ~e y- ~t.I , 2007 AT RECORDER'S NUMBER 2007~ -J 2..., J L..I , LCOOR. (AFFECTS TAX LOTS 900 AND 1000). ....-.,.,......-........-- ...... ....... .........'" ;'''' ,. ,. ",' ~;~, .,.......------- ~ ,,;""" d~-:..-----.... f 1 433.00( 4)(8)(9)(1430.36)(1) "'- SOUTH UNE OF OLe 81 ~, ~ '\" FOUND 5/8~......... REBAR (4) (NO CAP) .~ .!-u .. ~ ...-.:!.. :!""ol '\!:to ~l(jl ~~ LEGEND @ . @ FOUND MONUMENT AS NOTED. SET 5/B" x 30" REBAR WITH YELLOW PLASTIC CAP MARKED "BRANCH ENG . INC. If. CALCULA TED . POINT - NOTHING FOUND NOR SET. DENOTES LINE. NOT TO SCALE. 38th o t NOO.,5'46"E 1965.04 DENOTES TAX LOT NUMBER DENOTES DONATION LAND CLAIM NUMBER DENOTES YELLOW PLASTIC CAP. DENOTES UNKNOWN ORIGIN. DENOTES COUNTY SURVEY .FILE. DENOTES NOT TO SCALE. DENOTES LANE COUNTY OREGON . OfFICIAL RECORDS. DENOTES LANE COUNTY OREGON PLAT RECORDS. DENOTES LANE COUNTY OREGON LAND PARTITION PLAT RECORDS. DENOTES MONUMENT USED TO ESTABLISH BASIS OF BfARINGS. () DENOTES DATA OF RECORD. ALL DISTANCES SHOWN ARE IN PEfT. TL DLC YPC (UO) CSF (NTS) LCOOR LCOPR LCOLPPR BR TAX MAP 17-02-J1-42, TAX LOT 900, 1000 & 11 00 PLOTTER: HP DES/GNJET 650C INK: HP 51640A ~. a\1.. -vVUfVUJ jf\L JAN 1 8 SURVEY FOR NORTHVIEJf INVESTMENTS INC. S.E. 1/4, SEC. 31, T.17S.,R.2Jr., "'.JI. SPRINGFIELD,UNE COUNTY, OREGON SEPTEMBER 18, 2007 SCALE 1 "= 30.' .,-"".....- ,.... . . ~,'" , .- I 102.00(8) 150.12 ~~ .~ // I 97.20 \~-..."'--_....- .\. ... ..... 145.32(150)(11) / / ' I \ " " , , , I NEW PROPt.I'U rUNE I . I \ TRACT 2 , ';:' AFTER PLA 2 OF 2 1= \ e ~7S00~ SQ.FT: ~ ~ . TRACT 1 .. ~ 18 ~O' AFTER PLA " ! ~ .-.c 1 1.1ii:: ~tAfT. OJ<tl " II) ~:2 ~ . "- _ 2 . OF 2 ~ ~ ,..., ........ 0, 1 OF' 2 '\" CIC) I --- ~ ~ ~ ~ ~ I~ 4.52 - - OLD PROPERTY LlNf ~ ::: ~ ~10~: ~t.FT." FOUND 3/4 RfBAR ~ 145.36(150)(17)(12) ;; ~ ~ 2 OF' 2 (NO CAP)(UO) --::: NOO.08'f!6"E 149.88 .; ~ ~ .. AT CALCULATED CORNfR I "\, ~ (NOO.07E)(I1}(12) ~C(C). I \ ~ €~~ ~\~ ~ (:) NEW . PROPt.K I ( UHf II ~ ~ 8 ~;- AFTERPLA lOF2 I~ ~~ <:::> - '-0) ;~ .~... ... ~~ 1<O~~ 0) I. ... ~ ~ NOO'15'46"f(41(10) NOO'I5'46"E(4)(9) ~ \... . . ; ~ 52.58(52.50}(4)(10) 16> 52.70(52.50)(4)(9)\ ~\ ... 4.17 /,.,rr:---- - FOUND 5'8~"'" 'y.. ------- 97.83 ----...... J>.... . '1l I . -_ .", ' R(fBAR (4~ ~\ ~g ~":~::.- 102.00 10"...... " NO CAP, \ ~cO I ~g~.. 0 I '?-- 105.28 \~~~ ~;,.~ ...-...-- NOO.,5'46"[ I ~ t~/ ',,\ b;-'-- 102.00(B) -...-......_ I_~I"-.--- - -~ - .~ Q... - ~- ~ ~ ~ I ...--- NOO.,5'46"f(4)(9}(NOO.,4'E)(8) ~~~~ I :'" ~~~ I 0) :E .~ ~~ FOUND S/8" REBAR WITH /'" YPC MARKfD "PLS 655"(5) (Noo.07'E. )(4)(B)(9. ~(10)(11).(12) (NOO.,0#3. O't.~(3) (NOO.07'Wl 1) NOU08#561, 1535.00(8)(11) , CJ~"~ ~~~ ,,()~ -\" ~, yv~ ~~" ~.,~ , ~() ~ -\" STREET (1) ~ ~-, REGISTERED PROFESSIONAL LAND SURVEYOR . /~ c:l~ OREGON JULY 20, 1993 REX A. BElZ .~ #2606 ~. EXPIRES' DECEMBER 31. 2001 LANE COUNTY SURVEYORS OFFICE c.s. FilE No. L1 t> 1 \D-' FILING DATE .z..q DcA. '0, G ,." I (~ FOUND 5/8" Rf8AR(NO CAP) 1.0' BELOW GRADE NB9-S6'39"E O. 1 B(NTS) , FROM SET CORNER {..(~ -FOUND .J}. '8." REBAR.. . (1.)(J) ", (NO CAP) '\ SOU 1 J'2J"W 0.25 (NTS) \ FROM CALCULATED POINT \ ON NORTH MARGIN \ , \ \ (1679.92)( J). (1685.0)(1'2) 1680.j2(1679.92)(3) (249.54)(1) 247.32 ..tt> ~ "oAo.. ~ ~ oi .~ - ~ oi It') ~-""'-""..~.......... ...... ...... ... ... .-.....~....-. " ...... , .........', ',' t ~, -- ~ '0 ---*" , I , - -\" ~() ,($ FOU. NO 5/8." REBAR (NO CAP) _ 589-32'IO"f 2.22 FROM FOUND J/8" REBAR I , - FOUND J/8" REBAR '\ (3)(NO CAP)... \ ~ AT CORNER ~ \ ~ ~ ...... ~ -::- .-- ~ ~ ~~~ ~ ,=-(:; o -... ~.. C /FOUND 5/B" RfBAR , - If:5:. (NO CAP) _ \ . ;..... ';:' ~ N74.J2'27"W 0.82(NTS) --~---k~ ~~ ~ FROM CALCULATED CORNER p;;>T\ '.....,.. '- \"llt.-... ~ 0,,. :: ~~r~ ~~ . '\!:t ~ ~ ~ ;.... ~ to . 0, ~ (NOO.07'E)(11)(12) NOO.08'56"E ~() " '\" ..:t: ;.... n to I~ 0, ~ E-e ~>:' ~~ ~ :x: fIl~ ~.. ~ ~ -....;:. ....... - TRACT 3 ~897J~ SQ.FT: AFTER PLA ..1 OF 2 .., .. .. ~~ OLD~UNE7 124.58 120.41 , ,~fo ~" . ~C:> ~v ~ ~~ ~ ~~~ $' v " ~ 1 ~' , ..... . ",- ~ ~~ ~K ,~~ ~bt I~N ......_ ____ ~b( -;,:>. I ~ ~ ...... . 1~ . :::. 25.00(1~ ....'" (:) -- 10 I I ..-,," 0.......... (:) I ",-"'-"'o~ . I c:i , ' ~ ~I f I~5.42(1502(12} ~et1-.-9.9~~--- 40.00 ---......... - -=~: - I I lu ...; ; - . p O ~" ~ ' ,- ~~ -....... ~(,O, i::' I ",'" ~~ ~~;,. ~I ~~ ;;e ~ " ----", ---..;,;... ~ ~ c:::i ~o 0...... I ~ ~~~~~I~C:::)/ ~ ~ ' Q \ ':./ FOUND 1 1/2" BRASS CAP MARKED (\.~ CALCULATED POINT ON NORTH "OREGON STATE HWY DfPT" . MARGIN FOR MONUMENT TIE PURPOSES N84.02'52"f 3.52 10.00(5) FROM FOUND PK NAIL N()(J'13'23"E FOUND PK NAIL WITH BRASS (nE TO MON) t' WASHER MARKED "655" 40.00 (CALLED 5/8" x 30" REBAR -- (3)(5) :.- WITH YPC MARKED "PLS 655"(5)) 1 45.4 1 222.41 - <t. lB5~15 @.BranChEngineering,Inc.. 310 Fifth street Springfield, Oregon 97.. 77 (541)746-0637 FAX (541)746-0389 branchadmln.branchen&fneerin,.com Civil. Structures · Transportation · Surveying PROJECT No. 06-261 PAGE 2 OF 2 DWG. No.Z:\2006\06....261 CRS JBTHST\PLA\FINAL PLA\06-261 PLA FNLDWG 9/18/07 GPW 151 LAND PARTITION PLAT - NUMBER ~ PARTITION PLAT FOR NOHTHVIEW INVESTMENTS, S.E. 1/4, SEC. 31, T.17., R.2W., w.M. SPRINGFIELD, LANE COUNTY, OREGON NOVEMBER, 26, 2007, SCALE: 1 "= 20' INC. SOUTHEAST CORNER LUCINDA COMEGY DLC 81 T17S, R2W, WM FOUND 3" BRASS CAP SET BY LCPWD IN 1971(3) BASIS OF BEARINGS (3) BR '",,-- ._, ^ ~--~~_ ., " V-- ..... \ SOUTHWEST CORNER LUCINDA COMEGY DLC 81 ,. T17S, R2W, WM FOUND 3" BRASS CAP SET BY LCSO IN 1986(3) N89'50'00"W(3) 3748.57(3) ~SOUTH LINE OF DLC 81 , .....""A... --....... \ ......--- , \ , I 2036.71(3) ~ ';:)' ~ o o ~ ~ ..-- ';:)' ~ <0 ~ <bOO ~ -~- ~ S89.44'00"E(3) 111.68(3) ---____...... r--~:~C~'LG.?RNER ..... 25.00 :- ". "" 589-<<'00"[' 106.68 . -------... ........... . 1 0' E'LY - (3) " -- , " /6' CHAIN. --......::', t' FENCE CqRN.ER~ />, "1\ - S89'4400 €- - 45.29 - '._ L!~4K8.~6..E5NCE.. _:_....._...._~'2~..."-_,1, .INITIA, L POINT 3,9 N LYe-. (J~tf / H J~ H * H H H ~: fl' H · -.. .. _< '~ 5.2' w'LY r...... 0 ~ 12.74 , 45.29 , "".....-- ~ ~ I 0 " I I ,.,rJ) r...; ,. 'I . ~ ! ; \ I ~ g ~ 0 t - "\ 'I ~ I I ,Stei g~ - I I ~ ,<0 ~ CI.l, b =-, , 0 8 7.00' PUE~ _ I' '~ ~O ~ (8) I ~I - ~ I ~: ~I ~ ~ N89'56'39"E I JOINT USE PRIVATE ACCESS ~ 1 2300 I AND PRIVATE UTILITY EASEMENT ~.)- -1,-'- - -0 I ~ BENEFitiNG PARCELS 1 AND 2.(7) ~, I I ~ I ~ 8 .' !(l 18 ~ .., 6: I ~ to J I" , I to ..-- , I ~ t't) ..-- I I ..-- ~ ~ I 1--, ~~ N89.56'39"E 106.77 _1_ ____ FENCE ' ~ - ~ I ~).." - b "t, ...~:oo ' ON LINE -.L" LL. c, '23.08 <:) 0 ~ ,.-", ' -- B 1'- "'? \ I I"'?'" .. c, ~...: I ( CO }ir ~ ~ I ' .- ~ '\~~ ~ I f -~ ~ <0 ~-t--~---6 Y , )t ~ b 123.14 I co =-:: ~. N89'S6'39"E PARCEL 2 ,I !O ~.. :l!: I .. . . 513H SQ.FT. 1.0 ~ ..~ .~ I -"7.00' PUE ~ I~ ~ ~ ~ ,,.......--: * *..~ I~ 4' WOOD, - :: "-.J -OJ FENCE '" ~ , - . '. J ~ - I :: I ../' 0 8 I _... I ~to I I FOUND 5/8" REBAR(NO CAP) .. 2(~)00 ( I~; ) I ,,-.= _ N89.56'39"E _ ~ 55.00 ~_I~"'''' : J 1.0' BELOW GRADE \J?C~ L--I 51.87 55.00 _~~ J) N89.56'39"E 0.16(NTS) -:1 20.00---- (Q)--i!if. ... ) "" 0 0 FROM SET CORNER(3) (3) (J) 'J -..,...---- 61.87 50.00 3 ----- ,,7 ....... ~--.....~~ FENCE CORNER ~20.00--- ',.......- ...-- 6' CHAIN ___-...."-- 0.0' S'LY ,. (3) --- LINK FENCE PRIVATE TE1r.PORARY 0.3' E'LY ) f ~ ~ FiNCEO.~qR~{~~ ~ 01;)\~) FOUND 3/4 REBAR ...c,\01;)) ':t;f~~~::~T '1:::i~~~E 1.5' W'LY .(~'t-V ~v~ ,00 (NO CAP)(3) '\~Y0" ~O TAX LOT 1000 (2) .., ~ft."F , ON LINE ,~ ~ ~ PRIVA TE TEMPORARY , MAINTENANCE AND MAINTENANCE ACCESS EASEMENT BENEFITTING PARCEL 1(6) ~ ~20.00~' (3) ~ ';:)'. tr II <0 ..~ 1.0 =-. o ~ CITY OF SPRINGFIELD CASE NO. SUB 2007-00039 -~ R E CoO R'D E D lANE COUNTY SURVEYORS OFFICE C.S. FilE NO. FILING DATI=" DATE LANE COUNTY CLERK & RECORDER OF CONVEYANCES _. NOTICE: _ ' THIS PLAT SUBMITTED FOR, PUBLIC '-, AGENCY REVIEW ONLY -.;. IT IS NOT OF PUBLIC RECORD DO NOT ,COpy - NOTES 1. NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN. A PUBLIC UTILITY EASEMENT. - ' 2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE STANDARDS SET FORTH IN THE SPRINGFIELD CITY CODE. REFERENCES 1 . SERIAL PROPERTY LINE ADJUSTMENT DEED TWO OF TWO RECORDED - OCTOBER 24, 2007 AT RECORDER'S - NUMBER 2007-072714 LCOOR. 2. TEMPORARY MAINTENANCE AND MAINTENANCE ACCESS EASEMENT RECORDED OCTOBER 24, 2007 AT RECORDER'S NUMBER 2007-.072715 LCOOR, . ..' 3. SURVEY MAP BY REX A. Bi:./L FILED OCTOBER 29; 2007 AS CSF NO 40767.- 4. SERIAL PROPERTY LINE ADJUSTMENT DEED ONE OF TWO RECORDED OCTOBER 24, 2007 AT RECORDER'S NUMBER 2007-072713 LCOOR. 5. BARGAIN AND SALE DEED To THE CITY OF SPRINGFIELD FOR PUBLIC ROAD RECORDED. , 200 AT RECORDER'S NUMBER 200 - - LCOOR. - 6. TEMPORARY MAINTENANCE AND MAINTENANCE ACCESS EASEMENT RECORDED , 200 AT RECORDER'S NUMBER 200 - , LCOOR. 7. JOINT USE PRIVATE ACCESS AND PRIVATE UTILITY EASEMENT RECORDED , 200 AT RECORDER'S NUMBER 200 ~ , LCOOR. 8. PUBLIC UTILITIES EASEMENT TO CITY' OF SPRINGFIELD RECORDED MARCH 13, 1963 IN REEL 2140 AT RECEPTION NUMBER 2807 LCOOR. LEGEND @ FOUND MONUMENT - AS NOTED, @J\ FOqND 5/8" x 30" REBAR WITH YELLOW PLASTIC \':1 CAP MARKED "BRANCH &^lG :NC~" AS SET IN NEF. 3. @ SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP MARKED "BRANCH ENG INC.". CALCULATED POINT -- NOTHING FOUND NOR SET. DENOTES DEDICATED HEREON. DENOTES. LINE NOT TO. SCALE. r o '** "' REGISTERED PROFESSIONAL LAND SURVEYOR A!I;~~ , OR~G"QbI/' JULY 20, 1993 REX A. BETZ , #2606 . ./I EXPIRES' DECEMBER 31. 2009 .., -f- TL DENOTES TAX LOT NUMBER DLC DENOTES DONATION LAND CLAIM NUMBER YPC " DENOTES YELLOW PLASTIC CAP. (UO) DENOTES UNKNOWN ORIGIN. PUE DENOTES PUBLIC UTILITY EASEMENT. CSF DENOTES COUNTY SURVEY FILE. (NTS) DENOTES NOT TO SCALE. LCSO DENOTES LANE COUNTY SURVEYOR'S' OFFICE LCPWD DENOTES LANE COUNTY PUBLIC WORKS DEPARTMENT LCPWD DENOTES LANE COUNTY OREGON OFFICIAL RECORDS. BR DENOTES MONUMENT USED TO ESTABLISH BASIS OF BEARINGS. ( ) DENOTES DATA OF RECORD. ALL DISTANCES SHOWN ARE IN FEET. ~. . Branch Engineering, Inc. ...~ 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmii1@branchengineering.com Civil · Structures . Transportation . Surveying PROJECT NO. 06-261 PAGE 1 OF 2-, .~ DWG. NO. \2006\06-261 CRS 38TH ST\F;nal Plat\06-261 PLAT.DWG 11/26/07 GPW LAND PARTITION PLAT NUMBER -~ ~. PARTITION PLAT FOR, NONTHVIEWINV~iSTMENTS, S.E.l/4, SEC. 31, T.17., R.2W., - W.M. 8PRINGFIELD,LANE COUNTY, .OREGON NDVEMBER26, 2007. R E COR D E D LANE COUNTY SURVEYORS OFFICE C.S. FILE NO. . FILING OATE INC. DATE LANE COUNTY CLERK & RECORDER OF. CONVEYANCES DEPUTY NOTICE: THIS f.'LA T SUBMITTED FOR PUBLIC AGENCY REVIEW ONLY - IT IS NOT OF PUBLIC RECORD DO NOT COpy NARRATIVE THE PURPaSE OF THIS SURVEY IS TO. .PLAT AND. MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH aREGaN REVISED STATUTES CHAPTER 92 AND LaCAL aRDINANCES THE PARTlTlaN PLAT FaR NaRTHVIEW INVESTMENTS, INC., CITY aF SPRINGFIELD CASE NO.. SUB2007.;;..OQ039, AS GIVEN TENTATIVE APPRo.VAL SEPTEMBER 4, 2007 BY THE CITY aF SPRINGFIELD. ,THE POINTS AND LINES SHo.WN o.N THIS PARTlTlo.N PLAT WERE. ESTABLISHED AS FaLLo.WS: - THE BaUNDARY LINES AND SURVEY INFaRMA Tlo.N AS SHpWN aN THE SURVEY MAP BY MYSELF, REX A. BEfl, THAT WAS FILED o.CTo.BER 29, 2007 AS LANE CaUNTY SURVEY FILE NUMBER 40767 WAS USED AS THE BASIS Fo.R THE Bo.UNDARY_ OF THE LAND PARTlTlo.NED HEREaN. THE No.RTH LINE, No.RTHEAST _ Co.RNER, EAST LINE, So.UTHEAST caRNER AND So.UTH LINE aF . THE LANDS PARTlTlaNED HEREo.N WERE ACCEPTED AS' BEING IN THE LaGA TlaNS SHo.WN o.N SAID SURVEY MAP. THE .EAST. MARGIN aF 38TH STREET,. BEING Co.MMaN WITH THE' WEST LINE o.F THE LANDS PARTlTlaNED HEREaN WAS CALCULATED AS BEING PARALLEL WITH .AND 25.00 FEET EASTERLY, BY PERPENDICULAR MEASUREMENT FRo.M THE CENTERLINE OF SAID STREET AS CALLED IN THE RECENT STREET DEDICA TlaN TO. THE CITY aF SPRINGFIELD. THE NaRTHWEST AND saUTHWEST caRNERS aF THE LANDS PARTlTlaNED HEREaN WERE CALCULATED BY INTERSECTING SAID CENTERLINE WITH THE. NaRTH AND saUTH LINES aF SAID LANDS. THE INTERlaR PARCEL LINE AS SHaWN HEREaN WAS CALCULATED AS PER THE APPRaVED TENTATIVE PARTlTlaN MAP AT THE DIRECTlaN aF THE PRaPERTY aWNER. DECLARATION. KNo.W ALL PERsaNS BY THESE PRESENTS THAT No.RTHVIEW INVESTMENTS, INC., AN o.REGaN caRPaRA TlaN, (1) DaES HEREBY CERTIFY THAT IT IS THE aWNER aF THE LAND AS HEREaN DESCRIBED AND DaES HEREBY CAUSE THE PROPERTY TO. BE PARTlTlo.NED IN. AccaRDANCE WITH THE PRo.VISlo.NS o.F CHAPTER 92 OF THE o.REGo.N REVISED STATUTES AS HEREo.N SHaWN; (2) DaES HEREBY DEDICATE TO. THE PUBLIC THE 7~00-FaaT WIDE PUBLIC UTILITIES EASEMENT ALo.NG THE ENTlREFRo.NTAGE OF 38TH STREET AS SHo.WN HEREo.N; (3) DaES HEREBY ACKNaWLEDGt: THE CREATlaN BY SEPARATE INSTRUMENT o.F THE PRIVATE TEMPaRARY . MAINTENANCE AND MAINTENANCE ACCESS EASEMENT LYING WITHIN TAX LaT 800 TO. THE NaRTH FaR THE BENEFIT aF PARCEL l' AS SHaWN HEREaN; (4) DaES HEREBY ACKNaWLEDGE. THE CREATlaN BY SEPARATE INSTRUMENT o.F THE JalNT USE PRIVATE ACCESS AND PRIVATE UTILITY EASEMENT THAT LIES IN PARCELS '1 AND 2 FaR THE Co.MMo.N BENEFIT o.F SAID PARCELS 1 AND 2 AS SHaWN HEREaN; - AND (5) DaES HEREBY ACKNaWLEDGE THE EXISTING 7. OO~Fo.aT WIDE PUBLIC UTILITIES EASEMENT ALo.NG THE REAR LINES o.F PARCELS 1 AND 2 AS SHaWN HEREaN. OWNER ANDPARTITIONER - , NORTHVIEW INVESTMENTS, INC. 33855 VAN DUYN ROAD EUGENE, OREGON 9740.8 APPROVALS CITY OF SPRINGFiELD: 'CITY PLANNING DIRECTaR DATE NaRTHVIEW INVESTMENTS, INC. AN aREGo.N CORPORATlaN CITY SURVEYOR DATE LANE COUNTY: . DEREK HARRISDN, PRESIDENT SURVEYOR;S CERTIFICATE,- . CaUNTY ASSEssaR DATE I, REX A. BETZ, A REGISTERED PRaFESSlaNAL LAND SURVEyaR, BEING DULY swaRN aN aATH, DO. HEREBY CERTIFY (1) THAT THE INITIAL Po.lNT AS SHo.WN HEREo.N IS MARKED BY A. 5/8" X 30" REBAR WITH YELLo.W PLASTIC CAP MARKED "BRANCH ENG. INC." WHICH INITIAL paiNT o.CCUPIES THE NaRTHEAST Co.RNER o.F THE LANDS PARTlTlo.NED HEREo.N AND LIES saUTH 00- 08'56" WEST 1433.00 FEET FRaM A paINT. aN THE saUTH LINE o.F LUCINDA COMEGY'S DaNATlON LAND CLAIM NUMBER 81, TaWNSHIP 17 sautH, RANGE 2 WEST aF THE WILLAMtl IE MERIDIAN, WHICH LAST MENTlaNED paiNT LIES NaRTH 89- 50' 00" EAST 1711.86 FEET FRaM THE SOUTHWEST caRNER OF SAID CLAIM; AND (2) THAT I HAVE caRRECTLY SURVEYED AND MARKED WITH PROPER MaNUMENTS THE FOLLaWING DESCRIBED PARTlTlaN: SITUA TED IN THE CITY aF SPRINGFIELD IN THE saUTHEAST 1/4 aF SECTlaN 31, TaWNSHIP 17 saUTH, RANGE 2 WEST aF THE WILLAMt I I E MERIDIAN AND DESCRIBED AS FaLLaws: BEING A paRTlaN OF THE LANDS THAT WERE CaNVEYED TO. NaRTHVIEW INVESTMENTS, INC., AN aREGo.N CORPo.RA Tlo.N, AS SAID LANDS ARE DESCRIBED AS "TRACT 1" IN EXHIBIT '~" DF THAT CERTAIN "SERIAL PRDPERTY LINE ADJUSTMENT DEED TWO. DF TWo." THAT WAS RECDRDED o.CTDBER 24, 2007 AT RECDRDER'S NUMBER 2007.;;..072714 IN THE OFFICIAL REcaRDS o.F LANE CaUNTY, STATE aF aREGaN;THEPERIMETER o.F SAID Po.RTlaN BEING Mo.RE PARTICULARLY DESCRIBED AS Fo.LLaws: BEGINNING AT A POINT 1433.00 FEET saUTH . 60~ .08' 56" WEST FROM A paiNT aN THE saUTH LINE aF THE LUCINDA CaMEGY'S DaNA TlON' LAND CLAIM NUMBER. 81, TOWNSHIP _ 17 saUTH, RANGE. 2 WEST aF THE WILLAMETTE MERIDIAN, WHICH LAST MENTlaNED Po.lNT IS 1711.86 FEET NaRTH 89' 50' 00" EAST FRaM THE saUTHWEST CORNER o.F SAID CLAIM; THENCE, LEAVING SAID paINT aF BEGINNING AND ALaNG THE EAST LINE aF SAID LANDS at No.RTHVIEW INVESTMENTS, INC., saUTH 00' 08' 56" WEST 97.20 FEET TO. A paINT aN A LINE THAT IS DRAWN FRaM AN UNCAPPED 5/8" REBAR LYING 1.0 FEET BELaw GRADE AND DISTANT NaRTH 89- 56' 39" EAST 0.16 FEET FRaM SAID paINT TO. A 3/4" IRaN PIPE THAT IS DISTANT saUTH 89- 56' 39" WEST 50.00 FEET FROM SAID paINT; THENCE, WESTERLY ALaNG SAID LINE BETWEEN THE UNCAPPED 5/8" REBAR AND 3/4" IRaN PIPE AND ITS WESTERLY EXTENSlaN, saUTH 89- 56' 39" WEST 106.87 FEET TO. A POINT aN THE EAST MARGIN aF 38TH STREET, WHICH MARGIN LIES PARALLEL WITH AND 25.00 FEET DISTANT EASTERL Y, BY PERPENDICULAR MEASUREMENT, FRaM THE CENTERLINE o.F SAID STREET; THENCE, ALaNG SAID EAST MARGIN, NaRTH 00. 15' 46" EAST 97.80 FEET TO. A paiNT aN THE NaRTH LINE OF SAID LANDS o.F NaRTHVIEW INVESTMENTS, INC~; AND THENCE, ALo.NG THE NORTH LINE aF SAID LANDS aF NaRTHVIEW INVESTMENTS, INC., SOUTH 89- 44' 00" EAST 106.68 FEET RETURNING TO THE POINT OF BEGINNING AND CONTAINING 10,411 SQUARE FEET (0.24 ACRES) MORE aR LESS. ACKNOWLEDGMENT STATE DF OREGDN ) COUNTY DF LANE ) SS DN THIS DA Y OF .. 20.0 , BEFORE ME PERSONALL Y APPEARED DEREK HARRISDN, PRESIDENT DF NORTHVIEW INVESTMENTS, INC.,AN DREGON CORPDRA TlONAND ODES ACKNDWLEDGED THE FOREGDING INSTRUMENT TO. BE HIS Vo.LUNTARY ACT AND DEED o.N BEHALF aF SAID CORPaRA no.N.. NOTARY SIGNA TURE PRINTED NAME OF No.TARY NDTARY PUBLIC FDR o.REGo.N caMMISSlaN NO.; MY CDMMISSIDN EXPIRES: (PRINTED IN FULL: MONTH DA Y, YEAR) ~ ~ " -- TAX MAP 17-02-31~42 TAX LOT 900 -~ PLDTTER: HP DESIGNJET 650C INK: HP 5164aA MYLAR: BULLFRDG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78a41J CITY OF SPRINGFIELD CASE NO. SUB 2007--00039 ~ Branch. Engineering, Inc. . ~ 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746--0389 branchadmin@branchengineering.coin Civil · Structures · Transportation · Surveying REGISTERED PROFESSIONAL LAND SURVEYOR e&.- /J . . /-' ..,... .. ' /'--..... /t.~~/. - OREGON JULY 20, 1993 REX A. BElZ , . #2606 ~ EXPIRES' DECEMBER. 31. 2009 PRDJECT NO.. a6~261 DWG. NO. \20.0.6\0.6-261 CRS 38TH ST\Final Plat\a6-261 PLAT.DWG PAGE,2 OF 2 1- .~ GPW 11/26/0.7 /4 S.:..1/4 S:.C.31 T.17S~. ~.2W.W..J.. ..A\J:: CO U \.J-Y (~~f\J . W. - =-0 ~ A\J SS-SSV-\- -AXA- 0 \ 0\ _Y 17 0231 42 S :> ~ \j G.=- :: _ ) -~A)83/91 SCALE ltt =SeJ~p 17 02 31 ~E~ MAP 17 02 31 13 J -40' ~ - ~ /00,0 ' Sg't~'~t>'11 122 40' lorJ/iIl' S1~810"E 899,'3Z"P",t t ~ 9<'0' S,,"JJ5'W O~ $,\AI. Co,.. p'/..~. p.tll. ~O" I -:; +. c.:>4' 'S':' 3400 ...'" ",",,: \')<:1 ~ ,t N.6'''.3/'/:. 107' M8g"J/'E. 10"1' b ~ .' ..a o ~ ~ <i ~ 5.e9'-i-l'(;". :.3(}.4~' ~ t-= (/) 5o,990-'1"V E'. .I~O,71 ' I,o.iil APPROX~ CTR. SEC. 3500 ~ 4600 11 101,10' 38 ,', }OD,O' ) 400 1800 L~ ~ i. ~q q)~ 102 121 J~.(,41 \ '", ~ tj a ~ L- b ti '<:l ..j \S 3300 r.. '" ;j " .. fr ........' - Jli:z.' 103 39 IOO.f) , 130. "S" ~ ....' { 50,99"44 '(i', 1.!1~,~!I' 110.8'5 · ,AS 86 ' ~ ' 1700 t 10,"'9' 3600 4500 1 ~4 ,G:o+' ~,~,,~ (,1 !J4.G<04' } ::" 3200 i 120 o ~ -0 500 o ~ ~ "0 1900 t-= CJ) -: Ii! ~ 9 /0/.53' /.T.l' 76 I II"J.O~' 40 / O().o' L1'" I DATE REVISION /7/16/00 MAP TO e3/'31 DATUM, POSITIONED ONLY 16/04/01 L.L,A, BET'NEEN 500'3 3. 5010 16/05/01 CANC. 5017 INTO 5010 8/14/03 mv. PTN, OF T,L. 6600 INTO ROAD Le/1S/03 CANC, 6600 INTO TAYLOR RAY TERRACE r 10/2210::' REVIE'NEO Ill/13/07 L,L,A, BET'NEEN TL'S 900 80 1100 80 I L,L,A, BET'NEEN TL'S 900 & 1000 / EMPLOYEE CANCELLED 2400 2404 5017 5603 6600, 7900 2000 ~ ~ . t- (/) 119 ",oS..'f1( , 110.99' LCAT484 LCAT484 LCA T484 LCAT484 LCA Tl14 LCATll5 . -J ..-z ,~~ c.h <\9444'} ,~.(e04' ~ ,'0,52.' b . \i 0- ~~ IO-',C) , o 701 6 ,... II ., ,-z,u.' 3100 1600 ~7' 3100 lJ~ : "~ ~\;; -.;:..... r- ~ $ 4401 2100 () .. (, ~ 134.~1 11,.,,38' //otq,3S' 2200 \ IO,ez,' 10,,0' t: ~, .~ ~~ :~ a ti '0 l~ 3000 ~.~ 700 (, Ii 6' Ilt.,4' 4400 bi. tI~ a--< <> -.D \0 Ial i.. ~ : ~ ~ ~ ~ (, ~ 1500 \, -~ 117 t..,..., "..v , . 2900 o . ~':\ ~ ...~ ~~ '.t I 3.., 1,l....' , /:l.9,s"I' ~ 2800 4 3800 //4.~8' 'II~.//It i) J ... r- 6 10:2.,/1' ,~ o ~ Q C , .. '" .r::. -+- , (\ <l 1$ to 4300 2300 43 /~4>,r:5 " J ~,- ~ 801 107, o ~ ~ .::a..;. ____ ..-. --- - (1t,.ze~J 1300 }OO.o' 'tOO fi.N""\ ... ~ ,. , ~\.~ ....i:!~ '''0 ... ::. :i 116 114,41 ' 115.1\' "'1 , 2401 r I. 115.1\' "::>&1" 41'~O"e tv, 0qo4S'Z,O'1lI i....:t.;~:'. 111.4<.0' I I " 2402 .' '0 vr. 1203 " ~ 0 0.15 AC. I '" 61\~ L ,?.I!5'\CP. PCL. 3 , 115.11 'W lit, sa,' 'I " 2~~";~'''''W ~ o~~J>~ .). 'S! PCL. 2 1 I\~.I\' II(. GO'" ! "" H .e.q"~:f:\'W ON' ,. :....-.(~) 2494,' , ~~ ~ Il~w2405 ~.~ - 0.27 AC. .ul l' :t: ~1 1 t-?I'~' 2406 "'- ~ () 0.27 AC \ I-~..;., ~ ro I ~ .1Jl~PCL. 2~<@ ~ I 11 ;:~ U))~, 4or- Jrc.'I''' @@ W ~ 1~4'.G74' r\'2UZ"L,u-,--*" ,,:is-??'....... 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Nt), ~I -tIGHWAY 'u1 IX) 107,0' 4200 46 12.+.40' nf"",'3o" ~ 113 , ~ \) , g,~ . ./~ '?" ,A(t!'f''':;>/ f5' ,I., 1>4 N.89..J/'E, .- 2500 \ t) ~ ,~ 4000 4100 :J: I-- c..o~ ~~ ~ ~ '..., 1201 : 0.50 AC. ~ PCL. 1 ~~~ 'f(r@ "~.~ ~." . { , ""7~ ~ IOZ .c' ....., y IV 81.4\' 3o"w ~ ~ 2 71,"" ~ S""fAI'~'E ~ If) '-in -Q Iti 0- , PCL. 1 s ~~ ~~ ~ ~ 8 "',,,,,"001'60"", ~ -2,t,lc. ~ ).t 60' ~. I-1I1IJ.. J/iII. ..... tt') ..... ~ ~ l'1 t'< ~ , ~ ti ~ ft) C\J o ~ Q. a 2 ... ... CIt '" ..... tt') C\I o " ..... 2501 ..... tt) C\I o " ..... ~ t 111 ~ o :. 1 .. /IIi' 7/,61' 'Jld,;} #"O#'W ~} , I ~ it itl ,," " , , 0# it "If " , lJ.." , " " it ,,, it" it , I it it J J ,t I, " t...l...l::. ~ ~,/l1.7' ~ ,..,...... :~9 so' cu Q) (/) '0 .,' a. <( ::E W W en a. <( ::E l.rJ l.rJ (J) ~ ~ v1c KENZIE ~~ ""j7' "..1111 ~. , , , , ,.' '(PI/; 1'1' , , , , , , it · 'I ' , I ""1'" "s;.Ir "'f'(,' 11'1" , 196.17' '''6.'~'' "'I'" ,,,,,,, r,G:,' 7'7. '8- Hit?" 'IV - ~4701 . 2 . 2#05" N.. 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Q ,-- ~cn ~ \ .0 I-~ (J).... , 1" i , ~ .. ;.~ ~i ~.. ~ o:i .. :<lei ~ ~ t,) _'t ",fNI ' ..' ,.~ ~ ~ ~ @ 5002 -a 0- ;1 ~ , ~ <po" ell" ~6it 6201 4901 5003 . ~ i ~1:tJ/J' ~ ~ !. ~ 0. \ ~ ~ ~ _ ...r,o' " 5005 ~ ~ 4802 ~<..,o' '1IiI!!I ' ,,:n' .....,.-~ (,7,o(~' 4 5 6800 il.'!l7' '7. ,,' .- .a9'.4)Y , 7001 6900 ~ ~/7000) ~ ........,.. ....1., '\' n:H;1 , 54 4:>4' . !IUd." · &d' ?tl,(.'>~' ~A.5014 R379/13843 \ ' .# rl'- 4-"'"' JY. .?-~ . I;'. u" f 7' ~ ~.(,(, 5015 5016, ~:: . ~ \ , ..... l'I fri ,~. ~ ~ .~ ~ \;, " ~ ~ f. .I?W,-";,, ry.IH" f)''' f;'" .....,.........1f' ..."...., ?.!I.d6"}.......... .g.,..~e. ) ~ i o. \~dNE.~.'L _ = - 5000 .. . ~ ,",' S.8~ .." E. ~ 4800 5100 l ~ ~ CD t:~ ~ ~ ~~ 3 ~~ ~ ~ 0 ., 0 , ~ 1'.1" .d:I::l,d "i,,~' '0 \;f /10, os .., "....,... 93,11"":' ~~s~~ u' :;'~N .9 ,Bf"4Z,' 30''& ~ ~ 5009 UJ1r--M::;)~~. 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