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Home My WebLink AboutMap PLANNER 6/18/2008 (2) FOUND 518" RE8AR WITH ''R. SKINNER PLS 869" ooool7'OO"E 0.10 FROM CALCULATED CORNER N. W. CORNER THOS. J. MA YNARD DLC NO. 44. SEC 34. Tl7S. R2W. WM NOT FOUND. DESTROYED BY HOUSE CONSTRUCTION. (N89 "50'5 7''E)(/I) (EAST)(8)(9)(/4}(l5)(/6)(/7)(19) (S89045r09"E)(7) (S89044'E)(6) (NB9 052 '30"EJ(5)(/ 2} S89047'33"E 1II24.35}(B) //22.51 ' ;:> /-~-IfI '" /",'" I I' ," I / I MAIN STREET . I {80' RIGHT-OF - W A YJ I I 1 ."."... ,. .... ------ _.-- --- ."'.....~ - 909.1 8 B95.18(9} -...-...-. --- -- (McKENZIE mrY - mrY 126) 499.18 3BO.82(6) 138.50(17) 96.00(/9) 242.32(16} @ I.' FOUND 5/8" REBAR(7) (NO CAP) I S89047'33"E 0.77 rROM CALCULA TED POINT o ~ ~O) oS: o~ loO 100 N')" <.0 It') ~(O ,0 XIt') , OC\J It')Ni .A..'v N"i ~ '\ "'t'- ~ . o() ,"J '\'" ~~ o '\ () ,'\ ~cJ' '\'" . 1,1) ~ \3 ii5 ~ rd~ '6~ . mS: (J ~ 10""; en x ~ ....; C\j _ U) s: -- to "'t' U) ~ ~~o r--;.~\O r--;.~ -~ -. @ ~ d to ~ ~ 6 d to ~ (X) o d to <.0 , n() ~ v ~ ,\v 0; ~ /\;0 " C()\ , ~~.~ ",0 ~ (l~ ,\v ,",v /\;v " 0) ~ o o " <.0 ~ It') ~co <:)-= _, C\I 'O~ ~:::::: ()() ~ ,'}; . ,\v ~ - r;n a o " (X) C\I l:::: \ \ 0'2. ,\.. 50 r---.J ---- (). I 100 a ~ O)~- --~ ~~l.iJ <.0 ::-:: ~~o 6).:-p -O'lr--.. Ci)o-o- ~oo ~~o 0:-";;;;<: ~ -- oen....;. C\Jx~ -0;)- O)(\J~N') ~o-.q aNi~~ \ri"'t'Ni::::: "'t':::;~ :::; ~ (), . " ,\'v (0' ~- ~ co o~ 12~ ~ - 0- "'" ~ o~ -en 0"- U) - -.ct: ~a:S c;;;,o ex) Wi ~ f!) ......-... , 1 I \ \ \ \ @ FOUND 5/8" RE8AR (7) (NO CAP) (EAST)(/4)(/8) (NB9044'W)(6) S89 052 rOO"E 118.36(6)(14)(18) 0 @ ~.J ~'\ ~~~ ,O~ '\" 1\?rrJ \ &)to ~iJ::i r:::: _0 ~~ ::>~ o ~~ &) '= '..... ~ ;:;:;: ...... '.0 ~ I::;:) a) '.::'> ~ 10 Oi o ""'" ::::\0 ......::::::,... .-..J -. ...... ~(\jo ~tO-: It')r--;.~ ~!D REGISTERED PROFESSIONAL LAND SURVEYOR - ~ CI)@ ~Q5 10"'0) 01 ~ N ~~Qj "'t' ~ r..; r::: ......~ Q:}CS ~ ~~ o C~ o ~ 1'. x 0- rn ""- o ~Ol o fi1 N ~ '< ~ .~~@ W.S.W. CORNER THOS. J. MA YNARD DLC NO. 44, SEC 34. Tl7S, R2W. WM (14) FOUND 2 3/4" BRASS CAP SET BY LANE COUNTY IN 1971 (6)(8)(9) (381.0)(4)(7)(10) , 380.82(14)(f 7)(/8) . ----~#"".~ GENERAL WEST LINE OF THOS. J. MA YNARD DLC NO. 44. Tl7S. R2W, WM FOUND 5/8" REBAR WITH YPC MARKED "EIMSTAD LS 1811" (10) N53054'33"E 0.24 FROM CALCULA TED CORNER 228.36(/4) \ \ \ \ ~().;lcf OREGON JULY 20. 1993 REXA. BETZ .2606 EXPIRES- DECEMBER 3', 2005 609.18(11 ) 889 052 '22"E (SB9052'E){4)(6) (S89046'46"E)(7) (SB905017"E)(/0) (S89046'2/"E)(lI) (EASTJa4)(18) 1056.15 (1056.00)(3) l1056./2){4) a 056.26)(6J (/056.19)(7) (I056.07)lIO) {I 056. 01)(1/) --- q,~~ v TAX LOTS 1000. 1100. 110/. 1102. /200. 1300. /30/./400. 1401. /500 & 150/ TAX MAP /7-02-34-44, ~ . PLOTTER: HP DESIGNJET 650C INK' HP 51640A MYLAR' BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MA TTEBF7804/J --------.....- .........-..... 1042.51 ~ -- -'''-'- ......... .-" --...............l .- -.- .......................... '................. "~, ", ... " , , " , , , , \ .. .. \ 95.00(9)(20) 95.00(B)(9}(291 , - I , \ 0 , I 1 ~ . : I ~ 1- ij) \0 -.;;;; ~ o ,..... to Q _0) ~ ,~~~ C\J .tv ~ lOO '\ \;! :-- 10 ;:::;Ni ~IO oC\J o r-..: <.0 10 133.33 \ \ I , 14.00(//)(/5) 0<:) ," ,\v a ~!.u mo ~p !:9r--.. ""'0- ~o ~~ ~~ ~o , 6' '\" &(V - ~ lO :::::: :::: ~ o o " ~. 6 ::::~ ~>< iO !..lI :::::::1: -0 B~9 (s)!:9 t:: ~~co; oct:~o ~O.1O ~;e Ni '-' ;;=; - ;::::::- ~~t9 o~ to ON')_ , ~p~ ~ o-CJ)~ ".. o~::;) , ~O~A." ,,~ oJ' \.~ ~ 190.00(9}(20) , 286.00(/5} (284.46)(11) S89041'33"E (N89050'5 7"E)(/ /) (EASTJa5){f9}(20) 14.00 a 46. 82}(/ 5)(21} (147.36)(/1) 147.65. ' -- .-",' 447.65 SEE PAGE 2 FOR SET AND FOUND MONUMENT, DETAILS. - C\J ~ ::: :::::: . ..... -!!2 ~s: a~ - 0:0 cO ,,~ to X!..lI - ~ ~ <.0 C\}P {()- ~ ~ f"- 0 ~o ~ .10 to t! \() ~() ,Q ~ ~ '\" ~ @ INT ELL CORNER THOS. J. MA YNARD DLC NO. 44. T17S. R2W. WM FOUND 2 3/4" BRASS CAP SET BY LANE COUNTY IN 1971 (5)(6)(7JfI 0) (446.B2}(f5) (446.83)(/I) 446.97 ....--....- - ~\ ()~ ~~ <5' ~ ~ ~ LINE LI L2 LINE TABLE BEARING S44043'/3"E N450/6'46rrE (N44 056'05 "E}(12) LENGTH 21.19 21.24(/2) LANE COUNTY SURVEYORS OfFICE C.S. FILE. No. ~ ~ ..., ~ r' FILING DATE U -- - 1". I () V (Q FOUND 518" REBAR APJ SURVEY MAP: FOR J.M. BRANDT- DRURY S.E. 1/4, SEC. 34, T.1'1S., B.2"., "..11. SPRINGFIEW, LANE cotlNTY, .OREGON OCTOBER 4, 200~ SCALE 1"=100' @ ~ ..... ~ - ~ --- -<\, Q:: (\J \ ~ ~ r4 ~ ~~ v J:1J 01 0- . F:: (D N') q p ~ t'i t!.? o ~ 50' ~ ,0 ~ \~<o 6' LEGEND o @ FOUND 5/B" REBAR UNLESS OTHERWISE MARKED SEE PAGE 2. FOR DfT AILED INFORMA TION SET 5/8" REBAR WITH YELLOW PLASTIC .CAP MARKED BRANcH ENG /NC" CALCULA TED POINt - NOTHING FOUND NOR SET. DENOTES REFERENCE DES/GNA TION AS NOTED IN NARRA TlVE DENO TES COUNTY SURVEY FILE. DENOTES YELLOW PLASTIC CAP ~~t:o, ~ Q~ i\ ~ ~~ t,G SOUTH "A" (60' RIGHT-OF-WAY) FOUND 5/8" REBAR , ~ (5) (NO CJ~P) 9:J'\0 ~ o @ CSF YPC LPPN DENOTES LANE PARTITION PLAT NUMBER ( .) DENOTES DATA OF RECORD. ALL DISTANCES SHOWN ARE IN FEET. e-. ~ ~~ CI)~ ~~ ~~ ~^ iIi "0: i::~ ::> c CI) REF'ERENCES I. t.'NDA TED SURVEY BY UNKNOWN SURVEYOR FILED JUNE IB, 1985 AS CSF NO. 4988. 2. E'URVEY BY STEPHEN H. FORD FILED APRIL /946 AS CSF NO. 157//. 3. SURVEY 8Y F.E. WAGGONER FILED FEBRUARY 1947 AS CSF NO. 6485. 4. SURVEY BY WILLIAM C. THOMSON FILED AUGUST 1953 AS CSF NO. 9302. 5. SURVEY BY CHARLES W. GUILE FILED MA Y 3. 1976 AS CSF NO. 19611. 6. SURVEY BY JAMES A. BRANCH FILED NOVEMBER 17. 1978 AS CSF NO. 22364. 7. SURVEY BY CHARLES W. GUILE FILED JUNE 27. 1980 AS CSF NO. 24131. B. SURVEY BY DONALD L. BRANCH FILED NOVEMBER II. 19B2 AS CSF NO. 2586/. 9. SURVEY BY JAMES A. BRANCH FILED MARCH 2. 1990 AS CSF NO. 29239. 10. LPPN 97-P0971 BY WILLIAM J. EIMSTAD FILED APRIL /I. 1997 AS CSF NOS. 34247-34248. II. SURVEY BY RICHARD CARL SKINNER FILED MAY 28. 2004 AS CSF NO. 386/7. 12. ASTER CONDOMINIUMS BY LEE C. PLANTS RECORDED MA~CH 21, 1980 IN FILE 73 !~ T SLIDES 358-359 LCOPR. 13. NOT USED 14. WAI?RANTY DEED TO J.M. BRANDT-DRURY RECORDED JUNE 28. 2004 AS RECORDER'S NUMBER 2004-049212 LCOOR. 15. BARGAIN AND SALE DEED TO SHAH H. NERCESSIAN RECORDED MAY 9.2002 AS RECORDER'S NUMBER 2002-036568 LCOOR. 16. BARGAIN AND SALE DEED TO GLENN M. SHINDLEDECKER AND VldLET E. SHINDLEDECKER ,QECORDED JANUARY II. 2002 AS RECORDER'S NUMBER 2001-001772 LCOOR. 17. BARGAIN AND SALE DEED TO CL YDE E. HINES AND FRANCES M. HINES RECORDED DECEMBER 29. 1997 IN REEL 2370R AS RECORDER'S NUMBER 9787369 LCOOR. 18. SHERIFF'S DEED TO CLIFFORD DALE BRYANT RECORDED SEPTEMBER 24. 1986 IN REEL 1421R AS RECORDER'S NUMBER 8637245 lCOOR. . /9. BARGAIN AND SALE DEED TO BONNIE L. KENNEDY MOGSTAD AND DEAN W. MOGSTAD RECORDED FEBRUARY 3. 1994 IN REEL 19/9R AS RECORDERrS NUMBER ~40860B LCOOR. 20. BARGAIN AND SALE DEED TO KENNETH L. AND EVEL YN V. BUCKEM RECORDED AUGUST 2. 1991 IN REEL 1710R AS RfCORDER'S NUMBER 9/36659 LCOOR.' 21. BARGAIN AND SALE DEED TO JOHN N. ABELL AND RALPH N. ABELL RECORDED APRIL 24, /990 IN REEL /628R AS RECORDER'S NUMBER 9018735 LCOOR. ~ Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 974-77 . (541)746-0637 FAX (541)746-0389 branchadminebranchengineering.com Civil . structures . Transportation · Surveying PROJECT No. 03-109. PAGE 1 OF 2 ~ DWG. No. \2003\03-109 BRANDT-DRURY 6595 HWY 126\SURVEY\05-/09 CSF.DWG /0/4/05 GPW P f2E=WtJ~.. ODOtfo ~ <D FOUND 5/8" REBAR (6) (NO CAP) /I 0.00 to ~ :! o FOUND 5/8" REBAR (6) (NO CAP) , ,() r_~ '\ ~v '\" '1.,1, (,4 ()() ,'); '\" ~ ~ C\j 0) t;i ~ \\oz ~\., FOUND.5/8" kEBAR (6) (NO CAP) o o d ~ o FOUND 5/8" REBAR J:u (6) (NO CAP) 8 f'-.;. 0- o ~ (), " '\" 0) Cti ;;=; MAIN 'S.TREET (McKENZIE HWY. ~. HWY 126) . -.-;..- 1 "'-... 96.00 , ~ '...;.-- FOUND 5/8" REBAR WITH YPC MARKED "BRANCH ENe; L 8 1/38" N8703/'57"W 1.34(NT8) FROM 8ET CORNER LINE LI 133.33 14.00 FOUND 5/8" REBAR WITH YPCMARKED "LS. 1137" N8r05'20"W 1.38(NTS) . FROM 8ET CORNER FOUND 5/B" REBAR WITH YPC MARKED. "LS 1/37" N87058'33"W 1.30 (NTS) FROM 8ET CORNER ~() ,(.) '\" g to ~ (:) <::> " Q)~ -, ~ 5/8" REBAR WITH YPC MARKED "BRANCH ENG LS 1138" NOT TED THIS SURVEY. CAL CtA.A TED POSITION LIES N85029'07"W 6.94) (NTS) FROM SET CORNER ~ o . 8 ,....: <.0 to ~:P ,'" ",,, 8 N ~ FOUND 5/8" REBAR WITH YPC MARKED "BRANCH ENG L S 1138" !:l.J 884"00'43"E 0.70(NTS) 8 FROM SET CORNER ~ I '" ~ I, ~_ 96.00(/9) "" ,.-. FOUND -518" REBAR WITH YPC MARKED "R. SKINNER PLS 869" S870/6'50"E 0.92(NTS) FROM SET CORNER @ FOUND 5/8" REBAR (6) (NO CAP) o to h"i It) C\J ~ h"i to OC\J c) ~ t>' <n ,~ l.O "''' !U 8 5/8" REBAR WITH f'-.;. YPC MARKED 't8 1/37" b NOT TIED THIS SURVEY. ~ CALClA..A TED POSITION LES N85009'35"W 0.97(NTS) FROM SET. CORNER ...'" "'.; . 95.00 ~v ,~OO '\ ... S8904r33"E 5/8" REBAR WITH YPC MARKED 'tS /137" . NOT TIED THIS SURVEY. CALClL.A TED POSITION LIES N8305475"W O.97lNTSJ FROM SET CORNER 8 r--: <.0 to 5/B" REBAR WITH YPC MARKED "BRANCH ENG LS 1138" Nor TIED THIS SURVEY. CALCll.A TED POSITION LIES N85"08'46"W 0.87) (NTS) FROM SET CORNER J:u 8 ~ C)- Oo ~tO h"i it) ~ o ~ 0- o ~ FOUND 5/B" REBAR WITH YPC MARKED "BRANCH ENG LS 1138" N87054'0511W 0.62) (NTS) FROM SE CORNER TL 1400 AS SET HEREON FOUND 5/8" REBAR WITH YPC MARKED '~. SKIfflER PLS 869" -N80041'27''W 0.67) (NTS) FROM SW CORNER' TL 1501 AS SET HEREON 190.00 147.65 2B6.00 889047'33"E 1---14.00 447.65 - - ....... LEGEND <0 FOUND 5/8" REBAR UNLESS OTHERWISE MARKED @ SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP MARKED "BRANCH ENG INC.". CALCULJ\ TED POINT - NOTHING FOUND NOR SET. o ., J:u~ c ~ ......, c $:> l'- 'C\j ~ 0 CO ~8 ~ 4 ....... I I I I \ \ \ f I I I I I e-.. ~ ~ C/) ~ ;::, o tJ) @ DENOTES REFERENCE DESIGNATION AS NOTED IN NARRATIVE TL DENOTES TAX LOT CSF. DENOTES COUNTY SURVEY FILE. YPC DENOTES YELLOW PLASTIC CAP NTS DENOTES NOT TO SCALE LPPN DENOTES LANE PARTITION PLA T NUMBER ( ) DENOTES DA TA OF RECORD. ALL DISTANCES SHOWN ARE IN FEET. TAX MAP 17-02-34~44. TAX LOTS 1000, //00, //0/, 1102, /200, /300. /30/, /400.. /40/, /500. & /501 ~ ' PLOTTER: HP DES/GNJET 650C INK: HP 5/640A MYLAR' BULLFROG ENtERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J ,/,/ LINE TABLE BEARING S44043'13"E LENGTH 21.19 30 r -.--..J ---- o I 60 LANE COUNTY SURVEYORS OfFICE C.S. FILE No. ~ C FILING DATE II DC'(. /)7' SURVEY DETAIL JIAP FOR J.M. BRANDT-DRURY S.E. 1/4, SEC. 34" T.17S., R.2"., ".JI. SPRlNGFlEW, LANE COUNTY, OREGON OCTOBER 4," 2005 SCALE 1 "=60' NARRATIVE THE PURPOSE OF THIS SURVEY IS TO SET MONUMENTS ALONG. THE EAST LINE OF TAX LOT 1200 (TAX MAP 17-02-34-44) (REF 14) AND TO RESET CORNERS FOR TAX LOTS 1400. 1401 AND 1000 (TAX MAP 17-02-34-44).. THE RESET CORNERS ARE BEING SET TO REPLACE AND SUPERSEDE MONUMENTS THA T WERE SET IN 1982 BY DONALD L. BRANCH (REF BJ AND IN 1990 BY JAMES A. BRANCH (REF 9) AND TO REPLACE AND SUPERSEDE MONUMENTS THAT WERE SET IN 2004 BY RICHARD CARL SKINNER (REF II) WHEN HE RELIED ON AFORESAID MONUMENTS. THA T WERE SET IN REFERENCES 8 AND 9. THE POINTS ANO LINES SHOWN HEREON WERE ESTABLISHED AS FOLLOWS' MONUMENTS irA" AND IrB" LYING A T THE SOUTHWEST CORNER OF TAX LOT 100 (TAX MAP 17-02-34-43) AND THE SOUTHEAST CORNER OF TAX LOT 1000 (TAX MAP 17-02-34:-44) WERE ACCEPTED AS BEING THE WSW AND INT ELL CORNERS OF THE THOMAS J. MA YNARD DLC NO. 44. T.17 S.. R.2 W.. W.M. RESPECT/VEL Y. MONUMENT "C"ON THE WEST LINE OF SAID TAX LOT 100 AS SET BY CHARLES GUILE (REF 7J WAS ACCEPTED AS BEING A POINT ON THE GENERAL WEST LINE OF SAID DLC NO. 44. SAID GENERAL WEST LINE OF OLC NO. 44 WAS ESTABLISHED BY RUNNING A LINE FROM MONUMENT IrB" WESTERL Y TO MONUMENT "A" AND THEN FROM MONUMENT "A" NORTHERL Y TO SAID MONUMENT "c" AND THEN EXTENDING LAST SAID LINE NORTHERL Y. THE NW CORNER OF SAID DLC NO. 44 WAS NOT SEARCHED FOR AS ITS LOCA TION IS NOW OCCUPIED BY A HOUSE. MONUMENT "0" AT THE' NORTHWEST CORNER OFT AX Lor 200 (TAX MAP J7o-02-34-- 43) AND MONUMENT "E" A T AN ANGLE POINT IN THE NORTH LINE OF TAX LOT 100 (TAX MAP 17-02-34-44) AS SET BY CHARLES GUILE IN REFERENCES 7 AND 5 WERE ACCEPTEOAS BEING POINTS ON THE SOUTH MARGIN OF THE MCKENZIE HIGHWAY. SAID SOUTH MARGIN WAS ESTABLISHED BY RUNNING A LINE BETWEEN SAID MONUMENTS AND EXTENDING SAID LINE EASTERL Y AND WESTERL Y. MONUMENT "B" A T THE SOUTHEAST CORNER OF TAX LOT 1000 (TAX MAP 17-02-34-44) WAS ACCEPTED AS BEING A POINT ON THE WEST MARGIN OF SOUTH 67TH STREET AS SHOWN ON REFERENCE 5.A SECOND POINT ON SAID WEST MARGIN WAS ESTABLISHED BY CALCULATING A POINT ON THE SOUTH MARGIN OF THE MCKENZIE HIGHWAY THAT LIES 65.00 FEET WESTERLY OF MONUMENT 'iE" AS SHOWN ON SAID REFERENCE 5. SAID WEST MARGIN WAS THEN ESTABLISHED BY DRAWING A LINE FROM MONUMENT IrB" NORTHERL Y TO LAST SAID CALCULATED POINT. THE EAST MARGIN OF SAID SOUTH 67TH STREET WAS ESTABLISHED BY OFFSETTING SAID WEST MARGIN EASTERL Y BY 50.00 FEET AS SHOWN ON REFERENCE" 5. ALL LOT FRONTAGES AS SHOWN HEREON WITH THE EXCEPTION OF TAX LOT 1500 (TAS MAP 17-02-34-44) WERE ESTABLISHED BY HOLDING DEED DISTANCES EASTERLY FROM THE INTERSECTION OF THE SOUTH MARGIN OF THE MCKENZIE HIGHWAY WITH THE WEST LINE OF OLC NO. 44 AS SHOWN HEREON. ALL SIDELINES WERE HELD AS BEING PARALLEL WITH THE WEST LINE OF OLC NO. 44. THE SOUTH LINES OF TAX LOTS 1300. 1400. 1401 AND 1501 (TAX MAP 17-02-34-44) WERE HELD AS BEING PARALLEL WITH THE SOUTH MARGIN OF THE MCKENZIE HIGHWAY. THE BOUNDARIES OF TAX LOTS 1300. 1400. AND 1401 WERE ESTABLISHED HOLDING, RECORD DISTANCES AS CALLED IN THEIR RESPECTIVE DEEDS. THE EAST LINE AND SOUTHEAST CORNER OF TAX LOT lod (TAX MAP 17-02-34-43J WERE ESTABLISHED BY RUNNING A LINE PARALLEL WITH THE WEST LINE OF DLC NO. 44 SOUTHERL Y FROM THE NORTHEAST CORNER OF SAID TAX LOT 100 TO ITS INTERSECTION WITH THE. DLC LINE THAT CONNECTS THE WSW CORNER OF SAID DLC (MON "A") WITH THE INT ELL CORNER (MON "B")' THE EAST LINE OF TAX LOT 1200 (TAX MAP 17-02-34~44) WAS ESTABLISHED BY RUNNING A LINE PARALLEL WITH THE WEST LINE OF DlC NO; 44 SOUTHERL Y FROM THE NORTHEAST CORNER OF SAID TAX LOT 1200 TO ITS INTERSECTION WITH AFORESAID DLC LINE. MONUMENT "F" A T THE NORTH NORTHEAST CORNER OF TAX LOT 1200 (TAX MAP 17-02-34-44) WAS FOUND IN:rs RECORD POSITION. MONUMENT "G" A T THE SOUTHEAST CORNER OF TAX LOT 1101 (TAX MAP 17-02- 34-44J WAS ACCEPTED AS BEING SAID CORNER. MONUMENT "H" A T THE SQUTHERL Y NORTHWEST CORNER OF TAX LOT /200 (TAX MAP 17-02-34-44) WAS FOUND TO BE ON THE EAST LINE OF TAX LOT /00 (TAX MAP 17-02-34-43) AS PREVIOUSL Y ESTABLISHED HEREIN AND WAS ACCEPTED AS BEING SAID SOUTHERL Y NORTHWEST CORNER OF TAX LOT 1200. THE WEST LINE OF TAX LOTS 1500 AND 1501 (TAX MAP 17-02-34-44) AND SOUTHWEST CORNER OF SAID TAX LOT 1501 WERE ESTABLISHED BY RUNNING A LINE PARALLEL WITH THE WEST LINE OF SAID DLC SOUTHERL Y FROM THE NORTHWEST CORNER OF TAX LOT 1500 FOR THE DEED DISTANCE OF 567.00 FEET SOUTHERL Y. THE SOUTH LINE AND SOUTHEAST CORNER OF TAX LOT 1501 (TAX MAP 17-02~34-44) WERE ESTABLISHED BY RUNNING A LINE PARALLEL WITH THE SOUTH MARGIN OF MCKENZIE HIGHWAY EASTERL Y FROM THE SOUTHWEST CORNER OF SAID TAX LOT 1501 TO ITS INTERSECTION WITH THE WEST MARGIN OF SOUTH 67TH STREET. THE WEST MARGIN OF SOUTH 67TH STREET \VAS ACCEPTED AS BEING COMMON WITH THE EAST LINES OF TAX LOTS 1000. 1500 AND 1501 (TAX MAP /7-02-34-44). . REGISTERED PROFESSIONAL LAND SURVEYOR ~ Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 .. . (541)746-0637 FAX. (541)746-0389 branchadminfibranchengineering .com Civil · Structures · Transportation. Surveying ~a/u OREGON JULY 20. 1993 REX A. BETZ -2606 EXPIRES: DECEMBER 31. 2005 PROJECT No. 03-109 PAGE 2 OF 2 Ilt DWG. No. \2003\03-109 BRANDT-DRURY 6595 HWY 126\8URVEY\CSF\05-109 CSF.DWG 10/4/05 GPW LAND PARTITION PLAT NUMBER 30 r - - - .J ---- o PARTITION PLAT FOR J.M. BRANDT- DRURY S.E. 1/4, SEC. 34, T.17S.; R. 2 Jr. , Jr.M.. SPRINGFIEW, LANE COUNTY, OREGON JUNE 10,2008 SCALE 1 "=60' R E COR D E D ~ III " DATE LANE COUNTY CLERK & RECORDER OF CONVEYANCES' LANE COUNTY SURVEYORS OrFICE C.S. FilE NO.' FILING DATE NOTICE: I 60 ,-r- , ( StE PAGE 2 FOR ~~~ THIS PLAT SUBMITTED FOR PUBLIC AGENCY REVIEW ONLY. -' IT IS NOT OF PUBLIC RECORD' DO NOT COPY E-4 g ,.,., ~%~ f"\.a ~ s:- '8 ~ ~ g( ~ I J. ~ r" 0 ~ v.J. ~ ~ }ti6 (!) .. 0 ct: ~~ ... ro .. " Z~~~ ~~ ~\ ~! B~ . ~p ,'7 '\V ~,. ,'7 .'\'" . ~:P ,~ '\v . FOUND 5/8" REBAR WITH . . "R. SKINNER PLS 869"(4) NOO'17'Ob"! 0..10(4) FROM CALCULATED CORN!R " \ \ , \ . \ 1 , FOUND 5/8" REBAR WITH YPC MARKED "BRANCH ENG INC"(4) . SOO'17'00"W SOO'17'00"W, . 567.00(4) . NOO.,7'OOUf (4) 1142.18(4) --, 575.18(4) . 225. 10 2 12.09 }U <:) g!=> .~ <:) ~ ,. o 0) ~ ~ ~ o !=> ~ b> ~ SOO'17'OO"W 95.06 . PARCEL J 147017 SO. FT. FOUND 5/8" REBAR WITH YPC MARKED "BRANCH ENG INC"(4) PARCEL 1 1 7811 SO. FT. PARCEL 2 9246 SQ. FT. ~ o g <:) .. :2 :;f FOUND 5/8" REBAR(4) ~ (NO CAP) --... "'--. 0 0 -... ...- 60.00(4) -'" '- ~ ~() -..;... , f() ~ \lei ,\V ~ 14J.25(4) ,-<:- t 08. 06 211.75(4) 41 J. 16 -.--...... FOUND 5/8" REBAR(4) (NO CAP) . . NOIYI7'OOUE(4). FOUND 5/8" REBAR(4) B.~SIS. OF BEARINGS(4) (NO CAP) 73J.19 (4) FOUNO 5/8" REBAR(4) (NO CAP) J~8, 19(4) --.",~ ...... , ----.-... , BR FOUND 5/8" REBAR(4) ~ (NO CAP) ad ..... ..... ,p " '\'" '\ ,\) '\ '\V . n, ,\) .' , '\" , ,() . , ,\v FOUND 5/8" REBAR(4) (NO CAP) FOUND 5/8" REBAR WITH ype MARKED "EIMSTAD LS 1811"(4) N53'54'33"E 0.24(4) FROM CALCULATED CORNER R.~ ~,.' ~ ~()~ ~. ~/ !It.J ~ ~ ~ m (j) NOO.,7'00"E(4) 409.15(4) \ I ,. PUBLIC UTlLI7Y EASEMENT RECORDED AT RECEPTION NUMBER 2005-047489 ON JUNE 28, 2005, LCOOR 2. EASEMENT RECORDED ON REEL 355R AT RECEPTION NUMBER 92663 ON JULY 25, 1967, LCOOR. <:P )c" , )c/ '\" /" ()t); 1/ , ~ ~ 0) Q ~. 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 3. DECLARATION OF PRIVATE AT RECEPTION NUMBER 2008- ~, 2008, LCOOR. 4. CSF 39488 BY REX A. BETZ, FILED ON OCTOBER 1" 2005. 5. HIGHWAY CONSTRUCTION PERMIT RECORDED ON REEL 289D AT RECEPTION NUMBER 50713 ON JUNE 14, 1966, LCOOR. RECORDED ON ~ ~ ~ &1 b> m -...,;.. )t." )c/ / " \)\) () t}; ,,~ / ,1' '\" TL DLC YPC CSF LCOOR LEGEND @ FOUND MONUMENT AS NOTED. (.;'\.. SET 5/8" x 30" REBAR WITH YELLOW PLASTIC \:!/ CAP MARKED "BRANCH ENG INC.". SET 2 1/2" MAG NAIL WITH l 1/4" BRASS WASHER MARKED "BRANCH ENG." DENOTES TAX LOT. ' DENOTES DONATION LAND CLAIM DENOTES YELLOW PLASTIC CAP. DENOTES COUNTY SURVEY FILE. 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. ~ N co c::i ~ -...,;.. . ( OREG JULY 20, 1993 REX A. BETZ #2606 EXPIRES: DECEMBER 31; 2009 . REGISTERED PROFESSIONAL . LAND. URVEYOR ~<t., c,~ ~~ ~\o~ ~ ~\ o~ ~ ~ ~'\ ~~ Branch Engineeri)1g, Inc. 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineering.com Civil · Structures .' Transportation · Surveying W.S. W. CORNER THOS. J. MAYNARD DLC NO. 44, SEC 34, nis, R2W, WM (4) FOUND 2 3/4" BRASS CAP SET BY lANE COUNTY IN 1971 (4) NOT VISITED THIS SURVEY PROJECT NO. .OJ-109A TAX MAP 17-02-34-44, TAX LOT 1200 ~ . PLOTTER: HP DESIGNJET 650C INK: HP 51640A . MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J . CITY OF SPRINGFIELD CASE NUMBER SUB200B-OOO 16 p~~ PM- P'/\E2DD8- 0004D rr<E-Sob~t frAL.-. PAGE 1 OF 3 ~ DWG. NO. Z:\2003\03-109A MICHAEL BRANDT-DRURY\FINAL PLAT\03-109A PLAT. DWG.' 6/10/08 GPW LAND PARTITION PLAT NUMBER ~ PUE DENOTES PUBLIC UTlLl1Y EASEMENT CSF DENOTES COUNTY SURVEY FILE. LCOOR DENOTES LANE COUNTY OREGON OFFICIAL RECORDS. () ,DENOTES DATA OF RECORD. ALL DISTANCES SHOWN ARE IN FEET. PARTITION PLAT FOR J.M. BRANDT-DRURY S.E. 1/4, SEC. 34, T.17S., R.2W., If.M. SPRINGFIELD, LANE COUNTY, OREGON JUNE 10, 2008 SCALE: 1"= 20' R E COR D E D ~ LEGEND @ FOUND, MONUMENT AS NOTED. 'i' SET 5/8" x 30" REBAR WITH YELLOW PLASTIC \!!I CAP MARKED "BRANCH ENG INC. ". SET 2 1/2" MAG NAIL WITH I 1/4" BRASS · WASHER MARKED "BRANCH ENG." o CALCULATED POINT ~ NOTHING FOUND NOR SET. TL DENOTES TAX LOT NUMBER DATE , ' LANE COUNTY SURVEYORS OFFICE C.S. FILE NO. FILING DATE LANE COUNTY CLERK & RECORDER OF CONVEYANCES DEPUTY . NOTICE: , , UNE TABU LINE BEARING LENGTH L1 500. 16'56'W 8.09 L2 S29'24'17"E 3.91 10 r----J ---- o THIS PLAT SUBMITTED FOR PUBLIC AGENCY REVIEW ONLY - IT IS NOT OF PUBLIC RECORD DO NOT COPY CURVE TABU CURVE DEL TA RADIUS ARC LONG CHORD Cl 29.41'13" 41.50 21.50 S14'33'40"E 21.26 C2 29'41'17" 42.50 22.02 N14'33'38'W 21.78 I 20 ~~ , ~p ,'" '\" /8.00 ' x 30".50' PRIVATE,. BICYCLE ACCESS AND /" - - N()(117'OO"E(4) 1142.18(4) STORAGE EASEMENT (3) /" - 567.00(4) 398 ~/ r . ~.J,'-- 225.12 " -_.... " /8~~~ .~ ~)b I r", ~ ~~{~ ~~~. .~~.~. ;::~ ~ 18~~gl c ~ I -IKX/ .' 0'$#~?) 1.02 Y.~~~i:;:. ~~~~~~~~ ~ '\. 500 11qO",!" ~2~1~ L:~~~~~~ << ~~~~ 8~~~d)<X:) 0, ~ ~ :~~.'~~.: ~.~ SOO'17~0~~.~ ~ ~ <:> ~ .,.'~'. ......:. ". 'I -.. ~ ~ /' ..:"..:':-; . , :':~.l.: C ~ ~ ~ SOO.17'OO"W 212.12 ":;~~.~,~~'.:~Y~~.~>,,~- ~: 9 6 ~ ~~~~~:~:~ ~~m~~ I ........ C2 '\." 46.97 I -., . ~"'~ ::': :. ;.. ~l 9.93 ~ ~. \,- no< K '( \J ~.47 - 4 ( f~~:~~:~:~::?g::roo~ 145.97 - :?${{:2:~ ~ ~c~ 10 ~ <:) ~ ' ~ .t:..I'."-.: ~.:~. 9Y1 9~~CQ ~ i ~ rm ;1 ~ ~~~~!~~~~~~~~~: · ~~~:!~i!f~;~~~:%E ~~t 8 ro ~~~~6~~4 11 ~ J. 3:: e ...,! ~ ~ ~ ~ ~- ~ ~ ~ r~;;"~~t; ,.., ~ ' n"'"II 27.60" ~Q ~ ?.!4I m5 1 PARCEl. , ~ f:~i~i:;~~:~:~j /4.00 PUBLIC .. ~}}~,i~~: ~;: ~J8 I~\~I~t~ 1ft '11j"<iT 1 500.17'00"W 95.06 h ~ ~ ~~ 17812 SO.FT. " SANITARY SEWER ---(~~:~~~~:~ !.l..I Z ";:; 10.50 t. ~ 0 ~ b.~ ~ ~~ 5 EASEMENT (2) r;<;!~~F' ~ ~ ~. ,\()9'}.~ ~ r....."'i ~ ~ IV) r:::"~~-:.:.~~i~i. ~ ~ ,()9 2 """'1 ~~gp;UBLlC ~ f~'~~~~~:: /~ c}CS~'O ~ EASEMENT (5) f5lf~~:~2' I 55~gO :;~.h. C/) 7.00 FT. 8 5.00 9bc';-;';:~: ~ PUE (1) "2,,~ ')C). ' ..~:.. ~ ./ ~2.00 165.44 t:~~:~~~~:~~:~~~ ) _ _ ___ 15~i09 ~~~_~, ~ I / 1 92.98 l ~~_ J j ..../..,<J ')..~.1,9bt~~..:---:: ',~",- "~07%07;%0Zi"0Z07Z07Z~0Z~%Z%0ZZ~07Z07ZW/~Z0~7%#&w~~. ' . / ~~U';W%~~W~Z%W~~ ~.: ',- 143.25(4) --~~ ,_ 26 0 _/ · ,_ ---- 211.98 ''-,- _/ . ......-- 108.06 __/ __ 5.00 x --- 211 75(4) 343.00 - . . PUE (/ ) ~, , ":) '\" 7 t- . ~ ~ ~ ~ 34.82 -......... I I - - ") ... I-- ./ ~~- ~ I I I i ~ , - c c ~~~ \ }o c J ~ ~ 0, ~c l- v ~ <:::> I-- ~ - c c ~ - - ~ 1-!-t.J ~ f.-... ~ ~ Bi PARCEL 3 147017 SQ. FT. - 1 1 - - ~ <0 ~ '!-t.J o ~ IV) ~ 0, ~ - I -1 J H - H - 1/ /I' / -1;: 1- ~ ' 29.97 --"::~- 34.97 - -/ '/ /" -- 60.00 00 " '\" 0' <, ,\v NOU17'OO"E (4) 733.19 (4) KEY TO EASEMENTS 1 t. ~ 7.00' PUt (1) 5111 21.00' X 76.53' PRNATE STORMWATER . 5.00' PRIVATE SANITARY EASEMENT DRAINAGE AND TREATMENT EASEMENT 9 BENEFIITING PARCELS " 2 & 3(3) BENEFITING PARCELS " 2 & 3(3) 13 ~ 5.00' PUBLIC SLOPE EASEMENT (5) '~~ NOTES 1. NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. 01.- <, '\" REFERENCES / / / / / / / / 2 / /~/ / ,/ // / // / / // // / 5.00' PUE (1) I~. .~~~ 8.00' X 30.50' PRIVATE BICYCLE . ~~~~~ 6 ,~~~~~"1~i~ STORAGE EASEMENT .~~im~ BENEFITTING PARCELS I, 2 & 3(3) f:~y~;~::~~ 3 .. ;, ". ~. ".. . ,. '. J ~Gi~i:5;~ii . PRIVATE RECREATION EASEMENT BENERTTING PARCELS " 2 & 3(3) 10~ liB 12m 17.50' X 20.50' PRIVATE TRASH ENCLOSURE EASEMENT BENERTTING PARCELS " 2 & 3 (3) TAX MAP 17-02-34-44, TAX LOT 1200 I CITY OF SPRINGFIELD CASE NUMBER SUB200B-00016 I ~ --.-.- Rtl;lJ 1. PUBLIC UTILITY EASEMENT RECORDED AT RECEPTION NUMBER 2005-047489 ON JUNE 28, 2005, LCOOR 2. EASEMENT RECORDED ON REEL 355R AT RECEPTION NUMBER 92663 ON JULY 25, 1967, LCOOR. 3. DECLARATION OF PRIVATE RECORDED AT RECEPTION NUMBER 2008- ON _, 2008, LCOOR. 4. CSF 39488 BY REX A. BETZ, FILED ON OCTOBER 11, 2005. 5. HIGHWAY CONSTRUCTION PERMIT RECORDED ON REEL 2890 AT RECEPTION NUMBER 50713 ON JUNE 14, 1966, LCOOR. IT ""' , REGISTERED PROFESSIONAL LANQ. SURVEYO"R Av,~ O~N JULY 20, 1993 REX A. BETZ ~ #2606 A EXPIRES: DECEMBER 31, .2009 14.00' SANITARY EASEMENT (2) 71;1 5.00' PRNATE ACCESS EASEMENT BENEFITTING PARCELS " 2, & 3 (3) @ Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin8branchengineering.com Civil · Structures · Transportation · Surveying 4~ VARIABLE-WIDTH PRIVA TE JOINT-USE ACCESS, PRNATE STORM DRAINAGE AND PRNATE UTILl1Y EASEMENTS BENEFIITING PARCELS 1, 2, & 3, (3) 8 IfJI VARIABLE WIDTH PRIVATE UTILITY EASEMENT BENEFITTING PARCELS 2 & 3 (3) 5.00' PRNATE UTlLl1Y EASEMENT BENERTTING PARCELS 2 & 3 (3) , . PROJECT NO. 03-109A . I PAGE 2 OF 3 ~ PLOTTER. HP DESIGNJET 650C INK: HP 51640A MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J JUl\! 1 0 r,-.vv.... DWG. NO. Z.\2003\03-109A MICHAEL BRANDT-DRURY\FINAL PLAT\03-109A PLAT.DWG 6/4/08 GPW LAND PARTITION PLAT NUMBER ~ PARTITION PLAT FOR J.M. BRANDT-DRURY S.E. 1/4, SEC. 34, T.17S.,. 'R.2'W.,W.M. . SPRINGFIELD, . LANE COUNTY, OREGON . JUNE 10, 2008 NARRATIVE THE MONUMENTS SHOWN ON COUNTY SURVEY FILE: NUMBER .39488 WERE FOUND AS SHOWN ON SAID SURVEY.' THE MONUMENTS WERE HELD IN THE LOCATIONS SHOWN ON SAID SURVEY. . THE NEW PARCEL ,LINES WERE LAID OUT AS DIRECTED BY THE OWNER AND IN CONFORMANCE WITH THE APPROVED TENTATIVE. . . . DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT J.M. BRANDT--DRURY (1) DOES HEREBY CERTIFY THAT HE IS THE OWNER, OF, THE LANDS AS HEREON DESCRIBED AND DOES CAUSE THE PROPERTY TO BE PARTITIONED AND PLATTED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 92 OF THE OREGON REVISED STATUTES AS SHOWN; (2) DOES. HEREBY ACKNOWLEDGE THE CREATION BY SEPARATE INSTRUMENT OF (A) THE VARIABLE WIDTH PRIVATE JOINT-USE ACCESS, PRIVATE STORM DRAINAGE AND PRIVATE UTILITY EASEMENT BENEFITTING PARCELS 1, 2, I\ND J OVER PARCELS, 1, 2, AND J; (B) THE 8.00-FOOT BYJO.50~FOOT PRIVATE BICYCLE STORAGE EASEMENT BENEFITTING PARCELS 1, 2 AND .3 OVER PARCEL 3 NEAR THE' NORTHEAST CORNER; (C) THE 2LOO-FOOT BY 76.53-FOOT PRIVATE STORMWATER DRAINAGE AND TREATMENT EASEMENT BENEFITTING PARCELS 1, 2' AND J OVER PARCEL 1; (D) THE VARIABLE WIDTH PRIVATE UTILITY EASEMENT BENEFITTING PARCELS 2 AND J OVER PARCEL 1 NEAR THE WEST PLAT BOUNDARY; (E) THE 5.00:....FOOT PRIVATE SANITARY SEWER EASEMENT BENEFITTING PARCEl.S1, 2 AND 3 OVER pARCEL J NEAR THE NORTHwEST CORNER; (F) THE . 17.50-FOOT BY 20.50~FOOT PRIVATE TRASH ENCLOSURE, EASEMENT BENEFITTING PARCELS' 1, 2. AND J OVER PARCELS 2 AND J; (G) THE 5.00-FOOT PRIVATE UTILITY EASEMENT BENEFITTING PARCELS 2 AND J OVER PA~~ELS 2 AND J; (H) THE PRIVATE RECREATION EASEMENT BENEFITTING PARCELS 1, 2 AND .3 OVER PARCEL 3; AND (I) THE 5.00-FOOT PRIVATE ACCESS EASEMENT BENEFITTING PARCELS 1, 2 AND 3 OVER PARCELS 2 AND 3; AND (3) DOES HEREBY ACKNOWLEDGE THE EXISTENCE OF (A) THE 7.00-FOOT PUBLIC UTILITY EASEMENT ALONG MAIN STREET; (B) THE 5.00-FOOT PUBLIC UTILITY EASEMENT ALONG A PORTION OF THE WEST PLAT BOUNDARY; (C) THE 14.00-FOOT PUBLIC SANITARY SEWER EASEMENT RUNNING EAST-WEST THROUGH PARCELS " 2 AND 3; AND (D) THE 5.00-FOOT PUBLIC SLOPE EASEMENT ALONG MAIN STREET. . SURVEYOR'S CERTIFICATE I, REX A. BETt, A REGISTERED. PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON OA TH DO HEREBY CERTIFY (1) THAT THE INITIAL POINT AS SHOWN HEREON IS MARKED BY A 5/8" x 30" IRON REBAR WITH. YELLOW PLASTIC CAP MARKED "BRANCH ENG. INC." AS SET IN COUNTY SURVEY FILE. NUMBER 39488, WHICH INITIAL POINT OCCUPIES THE NORTHEAST CORNER OF THE LANDS PARTITIONED HEREON AND (2) THAT I HAVE CORRECTLY SURVEYED . AND MARKED. WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED PARTITION: SITUATED IN THE CITY OF SPRINGFIELD, LANE COUNTY, STATE OF OREGON IN THE SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT LIES SOUTH 89-52'22" EAST, 609.18 FEEt AND NORTH 00-17'00" EAST, . 1142. 18 FEET OF THE WESTERLY SOUTHWEST CORNER, OF, THE THOMAS J. MAYNARD DONA TlON LAND CLAIM NUMBER 44 IN SECTION 34, TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMffiE MERIDIAN, SAID POINT LYING ON THE SOUTH MARGIN OF MAIN STREET; THENCE SOUTH 00-17'00" WEST, 1142.18 FEET TO THE GENERAL WEST LINE OF SAID DONATION LAND CLAIM; THENCE ALONG SAID DONATION LAND CLAIM NORTH 89-52'22" WEST, 228.36 FEET; THENCE LEAVING SAID DONATION LAND CLAIM NORTH 00-,7'00" EAST,. 409.15 FEET; THENCE: SOUTH 89-52'00" EAST, 118.36 FEET; THENCE NORTH 00-,7'00" EAST, 733.19 FEET TO THE SOUTH MARGIN OF MAIN STREET; THENCE ALONG SAID SOUTH MARGIN SOUTH 89-47':33" EAST, 110.00 FEET, RETURNING TO THE POINT OF BEGINNING. J.M. BRANDT-DRURY ACKNOWLEDGMENT . STATE OF OREGON ). COUNTY OF LANE ) SS ON THIS . DAY OF , 2008, BEFORE ME PERSONALLY APPEARED J.M. 13RANDT--DRURY AND ACKNOWLEDGED THE FOREGOING INSTRUMENT TO . BE HIS VOLUNTARY ACT AND DEED. NOTARY SIGNATURE REGISTERED PROFESSIONAL LAND SURVEYOR PRINTED NAME OF NOTARY NOTARY PUBLIC FOR OREGON COMMISSION NO.' MY COMMISSION EXPIRES: (PRINTED IN FULL: MONTH DAY, YEAR) ~ Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineering.com Civil . Structures · Transportation · Surveying JULY 20, 1993 REX A. BETZ #2606 EXPIRES: DECEMBER 31, 2009 f5iI R E.COR D E D LANE COUNTY SURVEYORS OFFICE C_S. FILE NO. FILING DATE DATE LANE COUNTY CLERK &' RECORDER . OF 'CONVEYANCES' ; NOTICE: . . THIS PLAT Sl!BMITTED FOR PUBLIC . AGENCY REVIEW ONLY.. -' IT IS NOT OF PUBLIC RECORD DO NOT COpy' OWNER: J.M. BRANDT-DRURY 7906 THURSTON ROAD SPRINGFIELD OR 97478 RESTRICTIONS THE PROPERTY PARTITIONED HEREON IS SUBJECT TO . THE FOLLOWING RESTRICTIONS: 1 ~ THE DECLARATION OF RESTRICTIONS RECORDED' AT' RECEPTION NUMBER '2005-047488 ON. JUNE 28, 2005 IN THE LANE, COUNTY OREGON" OFFICIAL RECORDS REQUIRES THAT NO DEVELOPMENT MAY OCCUR UNTIL SPECIFIED STREET DEDICATIONS OCCUR. 2. THREE UNLOCATABLE 50 SQUARE FOOT STORM DRAINAGE FACILITY EASEMENTS AS GRANTED TO THE CITY OF SPRINGFIELD AND THE OREGON' DEPARTMENT OF TRANSPORTATION IN THAT HIGHWAY CONSTRUCTION PERMIT RECORDED ON REEL 289D AT RECEPTION NUMBER 50713 ON JUNE 14,1966. . 3. THE BLANKET RIGHT-OF-WAY GRANTED TO THE CITY OF EUGENE FOR AN ELECTRIC POWER TRANSMISSION LINE IN BOOK 83 ON PAGE 377 ON SEPTEMBER 21, 1909 IN THE LANE COUNTY OREGON OFFICIAL RECORDS. NO IMPROVEMENTS APPEAR TO EXIST ON-SITE. A,PPROVALS CITY OF SPRINGFIELD: CITY PLANNING DIRECTOR . DATE CITY SURVEYOR DATE'. L4NE COUNTY: COUNTY ASSESSOR DATE LANE COUNTY BOARD OF COMMISSIONERS DATE PROJECT NO. 0.3-109A PAGE 3 OF 3 ~ DWG. NO. Z:\2003\03-109A MICHAEL BRANDT-DRURY\FINAL PLAT\03-109A PLAT.DW~ 6/10/08 GPW TAX MAP 17~02-J4-44, TAX LOT 1200 CITY OF SPRINGFIELD CASE NUMBER . SUB200B-.OOO 16 ~ . . PLOTTER: HP DESIGNJET 650C INK: HP 51640A MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J