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Home My WebLink AboutMap APPLICANT 9/4/2008 (2) .i} It. I.. t~ r I ~: v I t t I r ~: r I ~ v I t~ Iv' to' ( I k . v t" " ~ ~. t I'!, I ~ ,i, ':1. I ~ . Il~~~~ ll! I ~ I g,~~~1 11 I f ~ :~y~~ I~ I r ~ /1.' AJ~ ~ ~ I ,~~>Lluil I ~, >~. .'tl :s: r ~ ~ ~ cf Al <:! r ~~ !<'l-~,Mt _ . -: r ~. v~ I ~~ ~1~'~~~~~ If] ! ~1 I It. · ~j~ 'iT'~'->"~l~ :~60 R/W ~ '<$',: . :. F ,.' EX.' 20' 1:.L~J ":?:, ..r-- PAVED . .~, ~")I J ::: y- . .. ~~ ~ r. "\~ ~<.' . ",: v' lJ>~' .~. ~t) X ltJ >f;(,~ . lJ>~' I ltJ I r~ )Kt.t \ I~ q I ~ I : I f; I ! )( )( --EX W----- -.... --EX SA 1'1'" -".,;.",... ---"" ~'EX CULv" ~. ---- .'-'~--ol-iW-:":'- --- w":;"- .'_..- /' - . . - . . ........ 50:2 - . LEGEND EXISnNG PROPERTY LINES EXISTING ASPHALT EXISTING FENCE EXISTING WATERLINE. EXISnNG SANITARY SEWER EXISTING STORMWATERCULVERT EX/SnNG oVERHtAD WIRES' EXISTING DITCH .. WITH. FLOW D1RECnON SOILS BOUNDARY . EXISnNG SITE CONTOUR ELEVAnONS rn ..0- .~ ~ I d"','; _0','1 ~..':>~ t'~,?I'< ~L ."~". .~< ;:. . ., ,. , '.,' .., . ., I ,'. , r.. ~O__ '.. " 'J -'" . . . ,I ' L~.,~~~ ~'.,. (,\'(', . .-., ." W.'~..:."'~- '><Y0 . . ". ~,2'j ;. -.. - ~.;-' .~~. .' ~ tr,q"Oj' EXISTING TELEPHONE RISER . EXISTING FIRE HYDRANT EXISTING POWER POLE . EXiSTING POWER POLE WI LIGHT ARM PROPERTY CORNER EXISTING, GRAVEL. AREA EXISTING CONCRETE EXISTING BUILDING EXISTING SPOT ELEVATION. ~ 1\ I 10 r -, - .- .J .... o I 20 5' WIRE FENCE 5' WIRE FENCE I -... ',. '1.--.., I.: . I: '1.> f}; - - -.:.. - -".q,,~ - ~ - .j . -"'/1 - - --3 ~ -~124.>X,:- - -- - ~ ~-->rrr6'x J . 13.00_ . ~ " a> . '($> . " tR<<:x.:;c<<,')S(~{)<9'x~~;~~~(~~{X)~';. :<xx VXX;,,,<>-(-X;;-?Y';/$(Xy'x~/vv"l/> c'Y'V "i<:.}(. '-'~;<'. y." x x ~~. x: x"X 'X~XV-' ()>)( .x<.>;': /..,X>: v<'X. .~.}":~ r....<X 9<{';' <';0, y'C:>(. :0. ~,.> (~., :~O() J\F(};.\.,-"" ,,~ . "vy.. i't-tX."X.<~,,'~"'<..>-'x',:A.;r.. .,~)~ >~ .g;;.'><;l'XY'~' ..Q{ '(>Q< .. ... "X: " ;( ,,>S?< js:;< t'.~ >0(5 ,.;.0(; ~<$"V~ ~~x:'.9 ~>G"'<: ~"o" "y,/~~ ~)~.< . (, r ~~ "'~<;~,~ Zx~ . ~ ~v 'S(v< ~.;X,( . ~ ~~ ~~)\:; y,j'x ~'\ ~c, '\(y: . x>" ~ '0"' 'z.x,):.. ~.)x> V ~ :'~~!'<Yx:~:~~S ~~2 /~<yx.'S-tS'<""" ~o \/"~"'X/:"XX' )<x:> ~<;~. . ", . ~~~~ .',:-(<.."X '- x""",~. -:.,.,<* ,;;<<;~< ;~'::\ ~. , ,~~.~ -'<'O</".Xvv,?', 'f ,,{~""" ,.".' x. "X.x... <.>;r~>(7""x>~,.;,:> .:{ >x()(>~).(~"Y:;><;./< )<:;:..~ ..~~v~ Y)(l)T.X ~' ~~.: x<~~x' ~,,~p~ 7S{~~'~~?~? l'X . ~ ~~ I I. ..1"' ,J,,1 ;0 I ~ ~.9 \ X ~~..... . 1 1 . 1 1 I 1 1 1 I I 1 1 1 I I I 1 1 fXISTING 1 6' PUE 'I r . I 1 I I EXISTING V ARIABLf WIDTH PRIVATE ACCESS EASEMENT '" EXISTING VARIABLE WIDTH PRIVATE UTILITY fA SEMEN T " ". tf) ~ " tr,X tr,q"O:J ' 'X ~ '1l' . ()~ ~, '}.. ~ ' -v /~ v~~1 If'-~ f},(j ~~~ ~ ~ p tf) ".. b ~ SOIL TYPE 106A I .X t}; ~~' __/..?\tY;)-- ->~SOIL.r TYPE 105A r---- 6' WOOD FENCf ~X ~q"Oj. 10' ~q"Oj' X ~ ~q"Oj' tr, N89.49'S4"W ~q"Oj. lOX X ~q"Oj' . '01 () '}.. ,\v 1 37.62 ~ X lJ>Oj. 10 t.t ~q"Oj' . / '),x tr,q,,~' 1()~ '0 ,\v . 0' .~ ,\v . f I I o OJ ,t- } I I / ~ TAX MAP 17-02-32-43, TAX LOT 6802 5 t)'fJ2lXJ 8 ~CC:o 40 _ .~~ ~ OWNER Ie APPUCANT: DAVID NOWAK 5729 MAIN ST. #239. SPRINGFIELD, OR. 97478 ADDRESS: VACANT EXISTING USE: VACANT ELEVATIONS BASED .ON: CITY OF SPRINGFIELD DATUM BENCHMARK CHISELED SQUARE IN THE TOP FACE OF CURB AT THE: SOUTHEAST CORNER OF AN INLET AT THE NORTH WEST CORNER OF THE INTERSECTION OF S. 47TH STREET AND BLUEBELLE WAY. ELEV. = 486.71 ZONING: . LOR - LOW DENSITY, RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET.) . METRO PLAN DESIGNATION: LOR - tOW DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET.) TRANSIT LOCATION: THE NEAI?EST BUS STOP 'IS LOCATED. ON. MAIN STREET, L TO ROUTE 11. . TIME OF .TRAVEL: . THIS PROPERTY IS OUTSIDE THE lONE OF CONCENTRATION (99 YR. tOT) WATERCOURSES: . pLEASE. REFER TO THE WRITTEN. STATEMENT. FLOODJrAY: BASED ON FIRM MAP NO. 41 OJ9C 1162 F; EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY IS IN ZONE "x" AND' IS WELL OUTSIDE THE 500 YEAR FLOODWAY. · SOIL TYPES: ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE PENGRA-URBAN LAND. COMPLEX (1 06A); COURTNEY GRAVELLY- SILTY CLAY LOAM (34) AND PENGRA SILT LOAM (1 05A). ., - PENGRA-URBAN LAND COMPLEX AND PENGRA SILT LOAM HAVE A HIGH WATER TABLE BETWEEN 1.5' AND 2.5' BENEATH EXISTING . GROUND AND PERMEABILITY 1$ 0.2 TO .0.6 . IN/HR. COURTNEY GRAVELLY SILTY CLAY LOAM HAS A HIGH WATER TABLE BETWEEN 0 AND 1.5' BENEATH EXISTING GROUND AND PERMEABILITY VARIES FROM 0.2 TO 20. IN/HR. " o..q,,~ '.., ~v X EXPIRES: DECEMBER JO, 2009 tf) 0) . 10 ~ tr,q"q", X ~ Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 (541)746-063~ FAX (541)746-0389 branchadmin@branchengineering.com Civil · Structures · Transportation · Surveying ~t), n: A /0 O~ " '\ ,\,\,\V 3t ~ 0) p ~ o . o ~ MAIN ST l- I- (J) I CI) ~ ASTER ST :.t J-,: f'... <.0 ~ ~ i BLUEBELLE CAMELLIA ST WAY DAISY ST SOIL TYPE 34 " ~ " b-,q"Oj. X " GLACIER ST Qt- EXISTING FIRE HYDRANT VICINITY MAP SCALE: NONE PROJECT NO. 08-142- PAGE 1 OF 2 file:\2008\08-142 Nowak\TENTATIVE PARTITION\08-142 TENTATIVE PARTITION 082108.DWG WJR lilt PARTITION PLAT 2007-P214J FOR DANNIKAD. & GARTHB. WHITE A REPLATOF LOT 56 OF THE E. M.HINSHAW PLAT SE 1/4. SEC. 32, T. 17 S.,R. 2 w., W.M. SPRINGFIELD, LANE COUNTY, OREGON 17 JANUARY 2007 SURYEYOR'S CERTlF'ICATE I, SCOTT J~ GOEBEL, A PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT.I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, AND THAT THE INITIAL POINT IS A SET 5/8" X 30" IRON ROD WITH A YELLOW PLAstic cAp MARKED "G. E. S. PLS 2280~ THE FOLLOWING DESCRIBED PLAT: A PORTION OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 1 7 SOUTH, RANGE 3 WEST OF THE WILLAMmE MERIDIAN, BEING LOT 56, EM. HINSHAW PLAT, AS PLAITED AND RECORDED IN BOOK 12, PAGE 20, LANE COUNTY OREGON PLAT RECORDS, . ALSO BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 60 OF SAID E.M. HINSHAW PLAT; THENCE FOLLOWING ALONG THE EASTERLY LINE OF SAID PLAT, SOUTH 0~1J'00" WEST 399.73 FEET TO THE TRUE POINT OF BtGINNING; 'THENCE LEAVING SAID EASTERLY LINE, NORTH 89'44'00" WEST 217.80 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY., OF SOUTH41TH:STREET,.SAID POINT.BEING--30.00 FEET FROM, WHEN MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF. SAID SOUTH 47TH STREEt; THENCE FOLLOWING ALONG SAID EASTERLY RIGHT-OF-WAY, SOUTH 0'13'00" WEST 99.93 FEET; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY SOUTH 89'44'00" EAST 217.80 FEET TO A POINT ON THE AFOREMENTIONED EASTERLY LINE OF SAID EM. HINSHAW PLAT; THENCE FOLLOWING ALONG SAID EASTERL Y LINE, NORTH 0'13'00" EAST.99.93 FEET TO THE TRUE. POINT OF BEGINNING, CONTAINING 0.50. ACRES, MORE OR LESS, ALL WITHIN SAID SECTION 32, SPRINGFIELD, LANE COUNTY; OREGON, -~~~. -tk~~. SCOTT J. G' EL .PLS #2280 REGISTERED. PROF'ESSIONAl ;'. ~ LAND SURVEYOr? ..: '.REN[WAl. OAr (: (p / "=>> l ~.i"".; NARRATIVE THIS SURVEY WAS PERFORMED AT THE REQUEST OF THE PROPERlY OWNER~ THE PURPOSE OF THIS SURVEY WAS TO PARTITION LOT 56 OF THE E .M. HINSHAW PLAT; AS PLATTED AND. RECORDED IN BOOK 12, PAGE 20, .LANE COUNTY OREGON PLAT RECORDS AS DIRECTED BY THE OWNER AND IN ACCORDANCE WITH ORS 92 AND 209. THE BASIS OF BEARINGS FOR THIS SURVEY HELD THE FOUND MONUMENT AT THE NORTHEAST CORNER OF LOT 60 AND THE FOUND MoNUMENT AT THE SOUTHEAST CORNER OF LOT 56, WHICH ESTABLISHED THE EAST'BOUNDARY. THE. WEST .' . BOUNDARY WAS DETERMINED BY HOLDING THE PLATTED DIMENSION OF THE LOTS, WHICH AGREED WITH THE FOUND MONUMENT AT THE SOUTHWEST CORNER OF LOT 56. THE NORTH AND SOUTH BOUNDARIES_ WERE DETERMINED 8Y PRORATING THE NORTH-SOUTH DIMENSIONS OF LOTS 56-60. THIS PRORATION CAUSED EACH LOT TO BECOME 99.93 FEET AS OPPOSED TO THE 100.00 tEET PLATTED DIMENSION. A LEICA TC 1800 AND ASSOCt4TED EQUIPMENT WERE USED TO PERFORM THIS SURVEY. SUB 2006-00022 ASSESSO{?S MAP: 17-02-32 4 3, TAX LOT 6800 DOCUMENT CREATED ON DESIGNJET 230, INKJET HP51640A, JPC-4M2 FILM DECLARATION KNOW ALL MEN THAT DANNIKA D. AND GARTH 8. WHITE (DECLARANTS) ARE THE OWNERS IN FEE SIMPLE OF THE LAND DESCRIBED HEREON AND THAT ..THEY 00 HEREBY PARTITION THE SAME AND CAUSE THIS PLAT TO BE PREPARED IN ACCORDANCE WITH CHAPTERS 92 AND 209 OF TH~ OREGON REVISED STATUTES, AND DEDICATE TO TflE. PUBLIC FOREVER THE 7' WIDE AND THE 5' WIDE PUBLIC UTILITY EASEMENT AS SHOWN HEREON. . THE DECLARANTS ALSO ACKNOWLEDGE THE PRIVATE ACCESS EASEMENT ACROSS PARCELS 1 AND 2, 'RECORDED 8 MARCH 2006 IN RECEPTION NUMBER 2006-015440, LANE COUNTY OREGON DEED RECORDS, FOR THE BENEFIT OF PARCEL 2 AND THE SUCCESSORS, ASSIGNS AND BENEFICIARIES OF PARCEL 2 OF THIS PLAT. THE DECLARANTS ALSO ACKNOWLEDGE THE PRNATE UTILITY EASEMENT ACROSS PARCELS 1 AND 2,. FOR THE BENEFIT OF PARCEL 2 AND THE SUCCESSORS, . ASSIGNS AND BENEFICIARIES OF PARCEL 2 OF THIS PLA T, SAID EASEMENT WAS CREATED BY SEPARATE DOCUMENT. THE DECLARANTS ALSO ACKNOWLEDGE THE VARIABLE WIDTH PRIVATE ACCESS EASEMENT ACROSS PARCEL " AS CREATED BY SEPARATE DOCUMENT. -d~. a/. ~ DANNIKA D. WHITE ~ !J.~U GARTH 8. WHITE ACKNOWLEDGMENT STATE OF OREGON ) COUNTY OF LANE ) SS THERE PERSONALL Y APPEARED BEFORE ME THE ABOVE NAMED DANNIKA D, AND GARTH B. WHITE, AND ARE KNQWN TO ME TO BE THE IDENTICAL INDIVIDUALS WHO EXECUTED THE FOREGOING INSTRUMENT ANDlJO HEREBY ACKNOWLEDGE SAID INSTRUMENT TO BE. THEIR VOLUNTARY ACT AND DEED. SUBSCRIBED AND SWORN TO BEFORE ME . THIS 2StJ, DAY OF , 2007 .~ NOTARY PUBLIC FOR OREGON . . . ~" PAMELA G GOEBEL . .... ../ . NOtARY PUBLlC.OREGON . COMMISSION NO. 376213 MY COMMISSION EXPIRES JAN. 12, 2008 . .~'.:...' . __' .Go..elJel Engineerinf! & S. urveying. .....:::.~..... .. . INGlNllJUNG sURVlYlNc.. PLANNING . :..:..;: J 1 0 Garfield Street. Euoene, Oregon . . (541) 687-:0~2. . LAND PARTITION PLAT NO. RECORDED DATE: Z9vz,,,. ~, - . ...~l;;(c. lE.K BY:, ~ LANE COUNTYSLJRVEYORS OFFICE C.S.FILE NO. '1058r . .... .' FILING. DA TE: .. . .)9 l~l7. t>7 .r c . Division of Chief Depuly Clerk 2007.0Aj~32 lane Counly Deeds.and Records ,,~ 11111111111 "111111111111111111111111111111111111 .. $61. 00 00920784200700443320010019 '. .., . .... .. 06/29/2007 09: 17:56 AM RPR-PART Cnl=l Sln=6 CASHIER 07 $40.00 $10.00 $11.00 OWNER tt'PARTmONER DANNIKA D. AND GARtI-I.8. . WHITE 445 S. 47TH STREET SPRINGFIELD, OR 97478 _NOTES. II: . RESTRICTIONS ,. MEASURED DISTANCE EOUALS RECORD DISTANCE UNLESS OTHERWISE NOTED. 2. NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCA TED ON, OR IN, A PUBLIC UTILITY EASEMENT. J: AN AFFIDAVIT OF CONSENT (CONCURRENCE TO PLATTING) FROM SELCO COMMUNITY CREDIT UNION FOR THAT CERTAIN LINE OF CREDIT DEED OF TRUST RECORDED 31 MARCH 200..6 IN RECEPTION NUMBER 2006-021883. SAID AFFIDAVIT IS RECORDED ON J 9 JQne , 2007 IN RECEPTION NUMBER 2007- . ~t'333 , LANE COUNTY OREGON DEED RECORDS. 4. AN AFFIDAVIT OF CONSENT (CONCURRENCE. TO PLAmNG) FROM MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC. FOR THAT CERTAIN DEED OF TRUST RECORDED 22 JUNE 2005 IN RECEPTION NUMBER 2005-045489, . AND AMENDED BY A PARTIAL RECONVEYANCE RECORDED 6 DECEMBER 2006 IN RECEPTION. NUMBER 2006-087457. SAID AFFIDAVIT IS RECORDED ON 29..xot!.' ,2007 IN RECEPTION NUMBER 2007- t'1/33Y. , LANE COUNTY OREGON DEED RECORDS. APPROVALS CITY OF SPRINGFIELD: ~MU~~;t-. . SU VEYOR . tJ---. 4~. ~. ,YNING DIR CTO~ . ... . ~AI. 2~1 ttDtJ7 DATE . zc,J(Mf( .2.001 DATE LANE COUNTY: . -&w;ttr6 bz~ ~. cL. LANE COUNTY ASSESSO~ (, 12~!{)"""1_ DATE , 4. Original Submittal SHEETZ OF Z FILE: ... \09049-05\DWC\PLAT\FNL_PART_()2,DWG PLOT DATE: 7 MAR 2007 \ I I I I I BLUEBELLE ! ----WAy---l I I I I I I I ~ I 60,1 R/W I FND 1/2"' IRON PIPE (SET IN R.1) 0.05' N 0.27' E @J @ I I I I I I I. I I I I I I I , I , I. 19.78' I (19.95' R.t) I 30' h ~ ~ V) ~ l.'.- ~ ~ ~ &5 LAND PARTITION PLAT NO. PARTITION PLAT 2007-P214J FOR DANNIKA . D. & GARTH B. WHITE A REPLAT OF LOT 56 OF THE E. M. . HINSHA W PLAT BE 1/4..SEC. 32, T.. 17 S.,. R. ..2>>'., Jr.M. SPRINGFIELD, LANE COUNTY, OREGON 17. JANUARY 2007 SCALE 1" :. 20' N FND 3/4" IRON PIPE HELD AS NORTHEAST CORNER OF LOT 60 (SET. IN R. I) @) @ FND 3/4" IRON PIPE (SET IN R.t) 0.53' S 0.08' W [ 13' WIDE JOINT ACCESS AND . . PRIVATE UTILITY EASEMENT PER . . RECEPTION #2006-015441, LCODR . . . . 5' put -:.. - - - ~ - ~ ~ - - - - ..-.. -, -- - - - -- - -, - - - - ~ - - - - - - - - FNO 3/4" IRON PIPE (SET IN R.1) 0.39' N , 0.11 [@ 10.00 ' ~ ,.... ~ ---1 589-44'00"[ 217.80' (R.t) I 150.00' I ----:----------------l~-'---------'----r---1 ~ . INITIAL POINT I:. ~O.QO -=- _ -- --- ~ -.- _ _ _ -.--. -- _.l..24.1j'l. . _ -.;. _ -...;..... _ _ _ C.. _ _ .:.::J)""-. .. ,~. ;:... ,,, , .' ~ N-,6'00"W 13.00' /' 589-4400 'E 80.28." 13.00' . . VARIABLE WIDTH PRIVATE ACCESS EASEMENT S63-48'J2"W28.90' PER RECE;-";T/ON /2006..:..015440, LCODR .. g c::i C) ~ '- VARIABLE WIDTH PRIVATE UTILITY EASEMENT PER RECEPTION #2007- ~~3.35 ., LCODR PARCEL 1 6417 SF ~ ~ PARCEL 2 15348 SF (FLAG = 13742 SF) .. ~ 0; 0) ~ g ~ ~ ~ 7' PUE ~ g ~ - ..... VARIABLE WIDTH PRIVATE ACCESS EASEMENT <::, PER RECEPTION #2007--9'~.33 6 ,LCODR V) 573-47'30"E 36.41' FND 3/4 n IRON PIPE (SET IN R. 1) HELD. AS SOUTHEAST CORNER OF LOT 56 @ 80.28 ' 137.52' - ..,.- - I - - ..,.- 60.00', 35.00 ' FND 3/4" IRON PIPE . (SET INR. I) O. 19' 5 0.08 W- N89-44'00'W 217.80' (R.t) ~Go:~~e~.k S~& ~. - 310 Garfletd Street.. WoeM. Oregon . . . . . . (54-1) 687-0542 5()P::>200~~oco4D .A r~~ No U)OJ1-, Original RECORDED DATE: .;'~~. 107' ~y CLERK BY:_~ ... LANE COUNTY SURVEYORS OFFICE C,5. FILE NO. ~o58Y FIL/NG'DATE.~,29lh". '07 _ :::-- ~.. .. ~ c:> ~ h 0) .. ~ 8 c::i c:, ---- '- ~ 0; Q) .~ 0::. .. g g ,.... '- ~ oi 0> ~ ~ tw) ~ ~ ~ "- ~ .. 2 ~ c:5 <:::) ~ l!) ~ ~ ~ f'o') "- . ~ ~ '-..::... ~ ... <0 (Q ~ 0). 0) Ctj ~ ~ ~ C) ..C) "'J "- . ~ Division of Chief Deputy Clerk Lane County Deeds and Reoords 2001.0~~332 . 1111111111111111111111111111111111111111111111111 .. $61. 00 .. 0092078420070_0443320010019 . . ..' . . '. . .. ... .. 06/29/2007 09: 17: 56 AM RPR-PART Cnt:1 Stri=6 CASHIER 07 $40.00 $10~00 $11.00 LEGEND. :0 . PUE R/W LCOPR LCODR .-^v-- @) FOUND MONUMENT AS NOTED. SEt 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP MARKED "G.E.S. PLS 2280" PUBLIC UTILITY EASEMENT RIGHT-OF-WAY LANE COUNTY OREGON PLAT RECORD LANE COUNTY OREGON DEED RECORD LINE NOT TO SCALE LOT NUMBER, f. M. HINSHAW PLAT REFERENCES- R.T E. M. HINSHAW PLA T BOOK 12, PAGE 20, LCOPR SUB 2006-00022 ASSESSORS MAP: 17-02";;'32 4 J, TAX LOT 6800 DOCUMENT CREATED ON DESICNJET 230, INKJET.HP51640A, JPC-4M2 FILM NOTES ,. MEASURED DISTANCE EQUALS RECORD DISTANCE UNLESS OTHERWISE NOTED. NO BUILDING, STRUCTURE, TREE, SHRUBBERY,. OR OTHER OBSTRUCnON SHALL BE PLACED OR. LOCATED ON, OR IN, A PUBLIC UTILITY EASEMENT. 2. --.--, REG'S TEREO ~ PROFESSIONAL J LAND SURVEYOR" o GON Jl1lY16, '981 seo', T J. GOEBEL 2280 f ~[~~'~l. CAr[:(;:)/~/t::J..7... _.J SHEET 1 OF 2 FILE: 09049-05\ DWG\ PLA T\ FNLPARTO 1.DWG PLOT DATE: 7 MAR 2007 J.. AC PAVING I I .,.... . '. ... L . . ////////////////////////////////////////~ r - ~MMaAMJ~~vlWAMJaAJ- . }r V L ~(y L?f 1.Pl 'UJf'L!)[ 'L!)f'LOf YL- 9" BASE ROCKt . ~~~ :/.~"..."":;,,':.-..:.:.:: ." .....'. :':> <.:.. .,.::.: :;.. i./ :/ Q . ./ :.... .',' TREf:JCH. :........: ." i' ." . ~ /. s:~ .::;': ~C1.<f1~L.:' ".;.; ,~.. ....;'~. ~ Ii SUBGRADE. ~)))?/ ~/.. '. .... ..~, ,':,/':::".; 12 ...... . .:;.... . .: .~: / . ~ ~ POWER - ~ <: .... '. '. . .'. .... MIN.' ,;, .. .' .... ',~ = ~ . . .-Y} ..;;, ......:..~.~>.:' ~ .: '.l.z..:.:..:....::.::,.I>: .~. TELEPHONE/CABLE ~.O'~'<(('t:'" .:.....;. ~'I'" ..0::..:.."::-:. ~ 12" MIN. . '. . ~ tj,: ~;,~:;.-.r .:: 9,',: cr,: '/ :~::'.' .:' '.. ,.,:..... ..::: .~~' >...~!:: I...~.C.. :'0:' .:'<.: .-' .J ;~, . ...... .:~.:^::~ .....'. ~.' ~ 6' MIN. .. ,...:~< >~ ,.~':.;. . ;:'" . .,,,......~.\,.....;.-'-, 'r,~.~' . /:y. Y /.")/ /-,:\'yj. 4"...( /....:->.(/:</;( " ....A', ."'i. .l'l\, ...... \; \",^ .,.~. .. . 6' MIN. - ~ 12" MIN. . -------. ~ . . WATER LATERALS TENTATIVE PARTITION MAP FOR DAVID NOWAK N.E. 1/4, SEC. 32, SPRINGFIELD, LANE' COUNTY, AUGUST. 26, SCALE: 1" = T.17S., R.2W., W.M. OREGON 2008 .20' SANITARY SEWER LATERALS I' ..~ 0.5% MIN. SLOPE . . 5' . TYPICAL JOINT iJ'fILITr.r~ENCH DETAIL NOT TO SCALE If' 1 1/2" OPEN tf GRADED CRUSHED___ ROCK' - : 6" PERFORATED PIPE~ -f'. 0-.. . { -';">''''Y)'';'''/JI' '''>'~:~<\>:;:~:::...~~'~:):~.':. I' , . J >l~ } J'YiJ~F . <>:'<'.(./<l/ </<{./;(,~/ '<:5;/' r, . . - ~. .J..?J.4 '-= - '1::Jr.1..f...;:; ", '. '- ..", '\,~.' " (, '."" >', ',:;. .-;. ". '., · . . ,..tr,.~.~;1 '1;l I. . . . 486,5 , .~. MINIMUM 6" J/4"-MINUS . .' .~ . CRUSHED ROCK . GEOTEXTILE FABRIC DRIVEWAY & STORM TRENCH DETAIL NOT TO SCALE 7" THICK CONCRETE - ; ~ ; 1~~i1~, ; 1 ~ r ~\ ~: -$'''J. ~~ I E ~11~"'\''''~ ~I-~'-"":-;;II ",._~bI_.:... ~S:B: '~~X;l f' I'; .. . <t 'V9< EXIST/~G('~1 3' IE! I 14'$ ., " ~ JOINT ACCESS AND f I ~ i ~ I' r",' .:1 <) ~~~ - PRIVATE UTILITY I ~ If!.) ~ I 5~ EASEMENT - . : . . .;~ , ,. '~ll I ~~~. d '<I %QG:-<:'~(&~. :",;~~<<.-X(<>~,/">~L ':: ~ , ~' . .... . ~~ ". . ..I'~~ >t; ~ Q ~~ SECTION OF WIRE FENCE ~ 'rft~ ~"IT':'''~'-':''-~~~3E~-:,,-;';1,I.._.---.._""~- ~~~.$f&<;~ K5<:;>&<<~.:X~~)'F::' .'. :.,'.' "'. . ~~. .~".' . 1)< >( :-<;<'" ;"~ TO BE REMOVED FOR , +\ ~ :'\7.7" I I ~;~:-;"".:J'."':;';::'.'-'.' ".~".: '. .t', 'EXISTING .,,481f7. '.'\~>.:' .~"", <. ' ~~ ~~~ DRIVEWAY CONSTRUCTION , r A,' ;'", ;. " , '. '. . . ' . ~ '5' PU~' ',." ~ '.. . ., . . . . -)< >2'; x::< i< [I) ( ~ ::,.,1:4I1B.9. ,. :' . , ..... " ': I()'" ~.. ,.":, J. Y(IRE. >( )S~ X)< i; , I r: Id ~:":-''\. ..:'~.':.....:':"..,.. '.;.-r">' ''J:>'~'O'O:' ,~I().{;, :.,FENCE.';~Yy:{.,., \\{>-( b I r- )on ~ I I" o..~' .." ". ... ," ,'~.. ~'8.. '9:>~ -. . o.~.. X}r ,-",',,xx o.~ ........... (MATC~'X' ~~: . ;X~~,:-\.~.:/.,'~:'4'~~~"~ ~ - ~:~:/.::'::-';~;-:::' ,.," ~:....-,. ",!. ~~;". ^~V:.':')~, ., .1(;; X:{<<'R~;Z ,~~ IV 400.0 , I ~ ~ ~+'l "~~ c;J '" '~' '~ , r i ~~~', ~ l'^ " ,,~,; "~~~,;,.: ~ .~" ~;~. , " , '~~ ~:' ,'; ;~ ; , ~ ' : , , ;, '~;'" : ,,~~.,~'13 ') ~ I I r ~~N~~E: -,-' ~~NYf!:E::1. I $$ I r ~~~~ .~,~! ! "-;00'0 ~ '))) I S89-49'49"E 0 '0 I I ~~~~BB.6 /. . 217.31 ~I , I ~~~' . ~.,,-.J --" -....~. r ~~ G.'11 4BB.BII .~DD.D ~b ~rO''. tt v" z v ~I ~~--'-'. .. t ,/ ..... 'I i" ~ 48g1-~~~""-: ,\lr"-, X t"I~. X 149.001() ~ ",'J ~7 ~ 1 1 ":>~"' .. '6B.31 "\q' I (M~TCH EX)~<?9J, ""I ~~\:a. ~~~.A - -- ~)L.~ - - - - - -:Q..ro;:..... - JUt~ -f. - -7J! - - - ~ - - - - - - ;::;b..4JfJar: - - ~AN FL=4848 (Q r Jft." l' & I C5. j\ ",.'.. ~"Y' 'V~,,, I ~''''' ..:;. :,>2'::;,~'>.:~;-;,\:'>,-::~-';/:,;:},-',,'..):;);;'( t: ~~~ ,,~~.J.... ..""..""""""""J,,,,,,,,, ..(\J......I..........,..I....", "",,,,,,,,,,01;.,,,,,,,,,.. /, X-.,(:X'li:",~"",!S;;'-S()I.F..'1.''X-;:)<2<'''?S.,_ I '., ~ I ~J 6"STM 5-000' . - I ;"~A~~)"""/.I'" f.t J._J,tiJ__:..:J:"(!T~~';'(!=n nn ~-'f:J...J~L..J.:i_':'~~'~i 'oL.~~~~"_;':;:';'-~"S u:!..J.') ~ , ~4BB.7 ):x X~.:V; x. x,: X X X~: x x:<:;-( x Xx I "''-\ ~~~. . , - . .,>.l''''~i ,,-., "'"'- ~.~ Jl.J.I ~ ,!!U'_~ i:.;;q;;:I;t.......>,,-".. "'-"l'!m..........~-:- r,~ ~;........ ........_~,........ ""'""-r"......k.!? ~~:;...:"': - - fS> - };;.( x ~><: X .L=4869 ~~1 !I~ ~ I ~I' x ~e...':~~<l:~,~'r.,~~.h:~~'~h~ .J'f~~:~~~~':.J?~~::)~~~i;.L~:';.k1~'i-;~~.r~~~f\~ ~.' i.O'X r ~('~ ~~ I I(MATCH EX. ; . . "'- '" '..7 "d>. ~ ".~~,~.,,\~?- '-.~"~ x':.'<:< Y)< I CULVERT PIPE)' .. I. I .. VY' N89-49_')49"7'~""-'j 79.95 L'3.00.. fI'<~~~:"':~~.:~ . . ..~'.O' ..-. .... . . -.....::1...J.....c~.'::. :~~~t. i<:X 1<""",;,: ~ >: y. '.' /" I . . ...,~ ;::e '--. 31 '~ ~ '~I_""" ~ ~j x x x:t<: I r . PROPOSED 5 00 ... , . 1'">1 . EXISTING ti I -"- .. . . ,- 4 t3~}.' 5~ 00 ':__,.._,~,__: - ..::::.;:::. FL=487.8 :'( xxx . ~ ~ I v . ., I 6. WOOD I VARIABLE WIDTH. It I . .. '-", _. . """'" >(: ^ .~ >: I r, PRIVATE SANITARY SEWER FENCE .~ PRIVATE ACCE."SS ~ <9' -~ ---J<,. :,; ~~ ~~'"" > I r' '}~ EASEMENT. LOCATION TO BE . iJ:;~!xfj:';6f~.'?r3 ;..?' ~CO{ EASEMENT I . EXISTING PROPOSED VARIABLE :~ v~ \)~O~ ,(~ I N) I r~~~ ADJUSTED As.NE. EDED FOR 'RELOCATE EXISTING:;(;<;:'-"::"'x.x,,""-x'Jf."'}<. ! VARIABLE WIDTH_ WIDTH PRIVATE ACCESS ~: ~~ -\.~,\.c,'\~ ~ -11'-- ~ I() )!( AS-B,UILT PIPE LOCATION I SANITARY SEWER ';("< x-" PRIVATE UTILITY EASEMENT BENEFITTING I:~ ~~ \.~';..~v ;;)< I ~ bt.~<O' I ~. ')\tl'N" I CONNECTION TO JOINT. ~ ~ I. EASEMENT PARCEL f I:;~ x~ <Q\)'o~t? : >::( I X ~ I 9:>~' .:\, I},. - I UTILITY TRENCH . ); 1: N) I ! I;" ~.. C; }; K I ~ ~ bI 9~1' 'I:~ '.,: VA:,~gi~S$?oTH ~ ~ ~ I l1>o,~X X~ I~,;'$ y,'>r:- I . ,. I. ~ CI.l ~~~:.-. . .:2.. I'" il" PRIVATE STORMWATER- >? ; I .~ ; 0) ;-n! ~ ~ 0, I ~ I ~.' ~ I ;....\..I.bI.i1.fJ.;. ~. '..1~~vi;i~::GE: E:ASE:ME:N~.~~~, ~ ~ :I'~ . : ~ r-19';; r ~~: i I r .. ~ " -{'~II , FL = 487.6B ,\'v. 0)- x x !('}(',,:".,c;-.: x~'~Y)(Y':c~, k I V) V ,I"'> 0' A t...J I lC) I P ,;V'...v,....-Y..).:.,lZ(',,< :X,>( x x x "\.:- ~ t ~ ; fE.. If,l;-\ ,I l-:- EXISJ/NG I: ' ~ X;"" ,x x ;~ :<. X X X " X X x I ~: ~.. ill..l. . .-1 r--. 7' PUE ~ I ! b .t. ~ r... ~f}: r\"~~. I , N) I 0 CD. ~ EXISTING I ~ ~ f: CI.l ~'O~. f;~ l*r~~II---, 10" CONC. b I ~~~~E;Q~ FT. TOTAL i ::c: "'~ARCEL 2 ~<9 6' PUE I -:-~~~. 1..tJ1 r. ~~~'I" '~l ~~. . T CUL~ERT PIPE ~ II'. 6900 SQ. FT. FLAG~" t839 SQ. FT. X ,... X ~ I. . Iro.l I I FL - 487.54 I . .;x ~o;/! -".',_. - i;J I I f 1 l':i: .. I : ,-- Lc. - -~ ..~o,. - .._ 59'._ ... -- _J : I t ~'~'~'-~I~~'~~~~- I ~~;~OD 9:>~'f;>\ I r: .1 ~ . I' .' I .. I .... 't.~ . 69.05.. 68.57 I Ii; 60', R/W J 6'1;" . .. I ~X ",o,~ XN89-49'54"W 137.62 ~X I . ft.... EX. 20' l~l A.:5. I I ~'O~. ~v ~ X 9:>~' l),X I s ... ~ PA VED .. ~.' I ~~). ~. , X ~'O~. ..Q--~'f;> b\ ....~~. I (.I,j t. . w~ro . b e. I <:>' A<:>'), v<,v ,~<:>t1;, 11\ , -: f~ )~ I' ".~ I .' ....~_........-:--,... ~1 ~, ~, Q w~~~ ~ 9:>~~1 Q <1""""<",. .'/} . ,\v ,\v ,\v I I 1> ,b\ I ,---,-.- -"49.0'/ . I I: I ~. I i I. I ; .' J I ! I I I ~: t IIi I II. () c', " ; ; I ; I ,//'ixOJ.1 6) I I I" . ; I I , NOTE: IF AN ASPHALT DRIVEWAY IS PREFERRED AT THE TIME OF CONSTRUCTION, REVISED. CROSS SECTION INFORMATION CAN BE PROVIDED AS NEEDED. . ~ ~'O~' X . . . - .. ~ TAX MAP 17-02-32-43, TAX LOT 6802 I - n~t~ I""'i . . _ .Ii ~........ f'i1""l!1 _c'" ....."J" NOTES: ,. JOINT USE DRIVEWAY WILL BE 18' WIDE. . DRIVEWAY SURFACE SHALL SUPPORT AN 80,000 POUND IMPOSED LOAD. "NO PARKING FIRE LANE" SIGNS SHALL BE INSTALLED ON BOTH SIDES OF THE DRI\'EWA Y. . THE DRIVEWAY - FIRE ACCESS. SHALL BE UNOBSTRUCTED PER SPRINGFIELD FIRE. CODE. 2. PROPOSED .BUILDING SETBACK FOR PARCEL 1 IS BASED ON FRONT OF THE BUILDING FACING NORTH. J. DISTANCE FROM THE FIRE HYDRANT. TO THE FURTHEST POINT OF A STRUCTURE . ON PARCEL 2 (NON SPRINKLED) IS ~78'. 4. THE DEVELOPER WOULD LIKE TO RETAIN THf ABILITY TO DELAY CONSTRUCTION OF THE DRIVEWAY AND UTILITIES UNTIL OCCUPANCY OF. THE HOME ON PARCEL 2, EVEN IF THIS OCCURS AFTER, THE. FINAL PLAT RECORDS. tHIS WILL PREVENT CONSTRUCTION EQUIPMENT FROM DRIVING ON FRESH CONCRETE AND ALSO PREVENT THE STORMWATER SYSTEM FROM CLOGGING WITH SEDIMENT. THE. FINAL DECISION DELAYABILlTY WILL BE MADE BASED ON THE CONSTRUCTION PROGRESS MADE AT THE. TIME OF FINAL PLATTING, 5. THE DRIVEWAY APPROACH TO S. 47TH STREET WILL BE CONSTRUCTED PER THE APPLICABLE CITY STANDARDS. REVERSE CURVES IN THE PROPOSED DRIVEWA Y CAN BE FIELD ADJUSTED AS NEEDED TO LINE UP WITH THE GARAGE FOR . THE BUILDING UNDER CONSTRUCTION. FINAL LOCATION OF THE ACCES$ AND STORMWATER DRAINAGE . EASEMENTS WILL BE CO-ORDINATED WITH CONSTRUCTION AT THE TIME OF FINAL PLATTING. 1. 6. EARTH WORK: NO CUT OR FILL IS PROPOSED AT THIS TIME. ATJlr~RrJk ~R&b~E '-- :;.,;:G},<'<':.,,' ""'.-:.i 4"; ~"~:iir.:i~ii:. I_i 8j . 1 1/2" OPEN GRADED CRUSHED ROCK ~~ n: A /f;:) <:>~ \' \: '\~ ,\v /U REPLACE 6" PERFORATED PIPE WITH NON":'PERFORATED SCHEDULE 80 PIPE. - . f!i1 LEGEND .~~"."",..""~,,," EXISTING PROPERTY LINES PROPOSED PROPERTY LINES EXISTING AsPHALT . PROPOSED ASPHALT DRIVEWAY EXISTING FENCE EXISTING WATERLINE EXISTING SANITARY SEWER rpPffJlRTErl9flM: WBlON) - ~BP8[&~WlM WATER EXISTING STORMWATER CULVERt . ,,';' ,~..; ",', " '~," ~.', ,':~ . )( )( .. )( )( . - -::'--EX W-:- - -- -EX SAN- - --. .~.. -".sTM--'. .... -- . STM ......;.~ -EX CULV" . .-- .-~-OHW-- ..-.-.- JUT' _..:. ....:.~.,. ...~~..- EXISTING OVERHEAD WIRES PROPOSED JOINT utiLiTY TRENCH EXISTING DITCH WItH FLOW DIRECTION EXISTING SITf CONTOUR ELEVATIONS PROPOSED FLOW ARROW WITH SLOPE EXISTING TELEPHONE RISER EXISTING POWER POLE PROPERTY CORNER EXISTING GRAVEL AREA -::-;"....... ...-'. ~ rn + ~ I. .,' ." . ., . ~",.: .:t. f .~~ .' .:.: . ..~ ~.. .. . '" .' ' ': . "..:, ,,~ ":. \,. '.... '.. [~..~- ,'-'~--"-:.:'_.J ~ ,-,- ...,.... '-- '--I. 1....__ __ .__ ~J EXISTING CONCRETE . EXISTING BUlLDINe BUILDABLE AREA ~~'~~. . .~ ( C)~. .')Q , '1I.,:i'" .7.".\ . I()X ~'O~. .~ PROPOSED STORMWATER TRENCH EXISTING SPOT ELEVATION PROPOSED GRADE ELEVA nON 7" THICK CONCRETE / " '. ../ . 0.5% MIN. SLOPE , .' """. ,::; ;:j '\";\~(Hm~~f,~~t,~J;~~tj*X~\f,i~~k*fj~f; . .. ! ~',,~~?f ~4B65 ~. I . , . ~MWWUM6"J/4~MW~ I CRUSHED ROCK GEOTEXTILE FABRIC DRIVEWAY. CROSSING OF STORM TRENCH DETAIL .NOT TO SCALE NOTE: ALTERNATE CROSS-SECTIONS ARE ACCEPTABLE AS LONG AS THE APPLICABLE CONSTRUCTION STANDARDS ARE MET. ALSO, TO INCREASE PIPE STRENGTH IT IS RECOMMENDED TO REPLACE THE PERFORATED PIPE WITH NON.-PERFORATED SCHEDULE 80 PIPE UNDER THE CROSSING. ~~Of'E;r . fT REGISTERED ~ . ~ GIN~ .~ PROFESSIONAL ~ ~ ~ LAND SURVEYOR . 2€/..~ 9162PE~. ~ ~~ .~~ , OREGON ~ ~'o OREGON - ,.p~ 4'u4RY ,~, t~ ~ NOVEMBER 30. 2007 . /fifE C \.. \)\) RENEE CLOUGH ~ 69162lS .~ - EXPIRES: DECEMBER JO, 2009 EXPIRES: December' 31, 2009. ~ Branch Engineering, Inc. ~ 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 . FAX (541)746-0389 branchadmin.@branchengineering.com Civil · Structures · Transportation · Surveying . '. . .. ..' ,. ; -J~ ~~ \' 10 r - .. - .J ---- o I 20 PROJECT NO. 08~142 Ii!t PAGE 2 OF2 SEFriJ.e~\_B\OB-142 Nowak\TENTATIVE PARTITION\OB-142 TENTATIVE PARTITION OB210B.DWG WJR Original