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Home My WebLink AboutPlat, PLA APPLICANT 1/11/2011 ~ 15l~ REFERENCES CURVE TABLE DEL TA ARC LONG CHORD 35'J7'J,O" 43.52(1)(2) N64'15'27"E 42.82(1)(2) (35'37'08 ')(1)(2) (N64'15'26"E)(1)(2) 9'Of..'5Z," 11.06(1) 586'35'30"W J 1.04 (9'0259 ')(1) (586'35'29'W)(1) (11.05)(1) 15'2~'4~" 32.45 58'-08'10"E J2.35 (15'2947 j(1) (32.46)(1) (58r08'07"t)(1) (32.36)(1) 7"54'17"(3) 16.56(3) 569'26' 1 0"E(3) 16.54(1)(2)(3) (7"54'17")(1)(2) (16.55)(1)(2) (569'26'08"t)(1)(2) 89'21'09"(1) 77.97(1) 546'26'24'W(1) 70.31(1) 1. LEVI LANDING SECOND ADDITION REPLA T OF LOT 18 AND A PORTION OF TRACT 'f\" OF LEVI LANDING, LCOPR. 2. LEVI LANDING SECOND ADDITION REPLAT OF LOTS 59, 60, 6.1, 62, 67, & TRACT 0, LCOPR. CURVE RADIUS CI 70.00(1 )(2) C2 70.00(1) C3 120.00(1) C4 120.00(1 )(2)(3) C5 50.00(1) C6 100.00(1 ) 40.84(1) N77"11 '02'W(1) 40.56(1) J. PRIVA TE ACCESS EASEMENT RECORDED NUMBER 20 1 O~ . 2010 AT RECEPTION , LCOOR. ~ / ~'lt C)CV ,<-) i~/ .<..,'v~ ~'f .<..,~ (N88'19'05"W)(1)(2) (j) N88'19'1'."W 95.00 ~ , ...- 23'23'59"( 1) (483.05)(1)(2) 483.28 (N88'19'05''W)(1)(2) (47.00)(2) . ...N88'19'11"W 46.8~-- ~. '" ~ g ~e::::) ~t() p~ <::>~ ~-- to. 'l:ttO . ""'" ..... ' ~o '-..;:..::c: (Q) · ~FOUND 5/8" REBAR WITH RED PLASTIC CAP MARKED "RM PLS 2552"(2) @ 103.42 80.00 \ \ \ \~ \~. \~.. ~ \(?~ '0 o \ \ ~PROPERTY LINE AFTER PLA 2 OF 3 ~PROPERTY LINE AFTER PLA 3 OF 3 ~PROPERTY LINE ~ AFTER PLA 1 OF 3 \ \ \ ~\ \.Oo~ \:1'..\ ~\ ~ ~\ ~\ \ ~ ~ C'I ~- ltj !'::) K C'I II 9600 AREA At' I t.r< PLA 1 OF 3 79.210 SQ, FT, ~ to c ""'" TL 15400 (TRACT A) AREA BEFORE PLA 1 OF 3 156,214 SQ. FT. II 9800 AREA AFTER PLA 3 OF 3 32,500 SQ. FT. TL 9700 AREA AFTER PLA 2 OF 3 34,462 SQ, FT, \ \ \ \ \ L - - - - - _ _ _ _ _ 588'53'01"E(1)(2)__ _ _ _ _ ~ _ _ _ _ _. _ . 486.61(1)(2) r -------~-~----~---- _ _ EASEMENT LIES EASTERLY OF PROPERTY LINE BY 0.24' AREA AFTER PLA 3 OF 3 50,848 SQ. FT. 22.00' PUBLIC PEDESTRIAN ACCESS EASEMENT(1 )(2) ~ ; to ~ ~ ~ /. FOUND MONUMENT BEARS g ~FOUND MONUMENT BEARS - SBB'53'0 1"E 1 B5 It) NBB'53'Ot"W: O.OB FROM SET MONUMENT (NTS) "=t FROM TRUE CORNER 'I . -<.. _ . .410.J4(I){2) 80.00( 1) . ---- 170.34(1) ~ -....;. VARIABLE WIDTH 2 PRIVATE ~ ~ [ACCESS EASEMENT(3) ~ 588'53'01"E(3) ~ ~ (() - - - '::.L r~O.:lt) . ~ .: - - - - - - - - -'lit- ~ ~ ~ 'GJ'-ll.J 11 C/) <::>..... ~lo ~~ B~ ~ PRIVA TE DRAINAGE AND ACCESS EASEMENT(1 )(2) }&J C/) ~ ~- to ~ ,--------- ~._-- C I C ~~ :ct C/) 'C5' I ~ C?JfFOUND MONUMENT BEARS ~ ~ NBS'S3'01"W: O.OS ~ 1 FROM TRUE CORNER -- ~'53'01"E(I)(2)(3) 80.00(1) 80.00(1) ~C) 9.5 . ,~ .<..,'v & --- ~ co tti ~ :...- --- EASEMENT LIES EASTERL Y OF PROPERTY LINE BY 0.22' NO FILL & ~ NO BUILD LlNE(1) \ ~_ ;::- 2: TL 9600 (LOT 63) <::> ~ 0 AREA BEFORE PLA 1 OF 3 l.C) ..... l.C) 19,206 SQ. FT. I ~. Tl 9800 (lOT 65) ~ Tl9700 (lOT 64) ~. AREA BEFORE PlA 3 OF 3 AREA BEFORE PlA 2 OF 3 10.00' PRIVATE DRAINAGE, 10800 SQ FT MAINTENANCE AND _ _ _ _ . 10,800 SQ. FT. ,. , SLOPE EASEMENT(1) ~ r - ----- -. ----.. --------- __________ i_ ~;::-I 'I --- ~-------, p~ r-------~..... .--- <::> ~,I 1;::- ~- 588'53'01"E(1) - - - - -~ - - -'- - - - 300.00(1)-'2 -,....- - - - - - - ~ 1 ~ :'l:f- 15' C/) 0) ~ ,J ..... I to lo I <::> .""'" 'It- C/) 5'1 ~~= Ie::::) ~ ~ t-, ~ <::> o 0 I (() RJC5 ~ ~ ~ c:) I I ~ :ct . /;::- ~ ~ c ~ ~ I tr .<..,'v :c: 0 .....1 I~ [. FOUND MONUMENT BEARS ~ ~I 1 Ii:'; 7.00' PUE & SIDEWALK S88'14'11"E, 0.31 AND ~I I I~ r EASEMENT(1)(2) N01'06'59"E, 0.53 . ~ I ~--'-------_.-1___ FROM TRUE CORNER 01 69.00(1) <; 80.00(1) - - -.(g - --- - - 80.00(i; - - r - - - - 79 50(1) - - ~ ' ...-- 588'53'01"E(1) to. c 308.50(1)' __~... JACOB LANE ~ _ 40' RIGHT-OF-JrAY -;:::- 588'53'01"E(1) -. 308.50(1) - g BASIS OF BEARINGS d ~ - .~ I:~ /fi ~~ ,. ~ ~ 0) ~. ~ "L~ ~ if: J'~ I:.'~ '" /~ a ~ IT', ~~.. \1/ ,.../,,, /" c' ~~ / ~~ 70 / I ~~ I (j FOUND MONUMENT BEARS Y' (C '. S46'10'19"W. 0 05 FOUND MONUMENT BEARS FROM TRUE CORNER NBS'14'11"W, 0.05 I I / FROM TRUE CORNER ~ I 0 TAX MAP 17-02~34-11, ....... ....... ~. '........... c 1116'S:? ...... BR 0 ~ ~o<~ .~" TAX LOTS 9600, . 9700, 9800 & 15400 FINAL SERIAL PROPERTY LINE ADJUSTMENT SURl'EY FOR BRANDON & -JAMIE PARKS, BRIAN - & CHERYL GESIK ROBERT & AMYllIDGE, & ELDON & LAURA SHAW N.E. 1/4, SEC. 34, T.17S., R.2lf., W.M. . . SPRINGFIELD, LANE COUNTY, OREGON DECEMBER 17, 2010 SCALE: 1 "= 40' --- NC ~~ ...:.....: ~~ -....;.. ......-- ~ --- j- C/) ~ ~ ~ LEGEND FOUND 5f8" REBAR WITH YELLOW PLAsnc CAP. MARKED "LS .2552" OR AS NOTEp. (REF. 1 &IOR REF. 2) SET SIB" x 30". REBAR WITH YELLOW PLAsnc CAP MARKED "BRANCH ENG iNC.". CALCULA TED POINT - NOTHING FOUND NOR SET. DENOTES PROPERTY LINE BEFOI?E ADJUSTMENT. DENOTES PROPERTY l..1NE AFrERADJUSTMENT. - - - DENOTES EASEMENT. DENOTES NOT TO SCALE. DENOTES TAX LOT NUMBER. . DENOTES PUBLIC UnLlTY EASEMENT. DENOTES PROPERTY LINE ADJUSTMENT. DENOTES LANE COUNTY OREGON PLA T RECORDS. DENOTES LANE COUNTY OREGON OFFICIAL RECORDS. DENOTES MONUMENT USED TO ESTABLISH BASIS OF. BEARIN.G$.. ( ) . DEN07ES DA TA OF RECORD. ALL DISTANCES SHOWN ARE IN FEET. 204.86 '" --~ Y-- I \ FOUND MONUMENT BEARS' .,. NBB'19'11"W, 0.28 F~OM TRUE CORNER , I I~ --- ~I~ ~I' to ---r...: ~ C/) ~I"'" cO ~r I I i .J I r ,~ I~ I~ ~~ NI~ -....;.. . --- ..... CI~ ~ oil 'I:t, f'... I I ....... I FOUND MONUMENT BEARS) I t' N65 '29'02"W: 0.06 AND II /.~ N01'06'59"E, O. 06 ~ - - ..i5J.2'!f!L _ _ _ _ _ _ _ FROM }!IUE !3.0RNER_ / _ _ .J~~ __, ~I .~ J/ ~ tv/ ~ I I.'~ /.~ ~ ~ @) @ o NTS TL PUE PLA LCOPR LCOOR BR 20 I r -- - -oJ -.-.-.-... o I 40 NARRATIVE THE PURPOSE OF THIS SURVEY IS TO MONUMENT THREE (3) CONSECUTIVE .PROPERTY LINE ADJUSTMENTS, THE ADJUSTED LINES WERE LAID OUT AS DIRECTED BY THE CLIENTS AND APPROVED BY THE CITY OF SPRINGFIELD IN PLANNING. JOURNALS: TYP 11 0-00003, TYP110-00004 AND TYP 11 0--00005. THE PROPERTY LINES PRIOR TO THE ADJUSTMENT WERE RETRACED AS FOLLOWS: A NUMBER OF THE LOT MONUMENTS HAD FENCING AND/OR LANDS9APING NEARBY THA T RAISED CONCERNS ABOUT MONUMENT ACCURACY, ESPECIALLY WHEN IT WAS FOUND MONUMENT DISCOVERED. HOW MANY OF THE MONUMENTS WERE EITHER MiSSING OR HAD A POOR BEARS N01'06'59"E, MATHEMATICAL RELATIONSHIP TO OTHER MONUMENTS. THE CENTERLINE 0.12 FROM TRUE MONUMENT A TlON. WAS DEEMED ;0 BE THE MOST RELIABLE AND THEREFORE USED AS CORNER THE BASIS OF BEARINGS, THE MONUMENTS FOR THE POINTS OF CURVATURE AND TERMINATION IN FRONT OF LOTS 63.AN 66 WERE HELD AND THE REMAINDER OF THE CENTERLINE LAID. OUT BASED ON RECORD DATA. THE CENTERLINE WAS THEN OFFSET 20.00 FEET TO CREATE THE NORTH RIGHT -OF - WAY MARGIN. WITH THE EXCEPTION OF THE WEST LINE OF TRACT A, THE REMAINDER OF THE LOT LINES WERE LAID OUT B.Y HOLDING THE FOUND MONUMENTATION WHERE IT. COORDINATED WELL WITH THE RECORD ANGLES AND DISTANCES AND THE MONUMENTS SEEMED LIKELY TO BE UNDISTURBED IN THE CONTEXT OF THE SURROUNDING IMPROVEMENTS OR HOLDING THE RECORD ANGLES AND DISTANCES WHERE THE MONUMENTS DID NOT SEEM TO COORDINATE WEtL OR WERE FELT TO BE PO TEN TlALL Y INACCURATE DUE TO SURROUNDING IMPROVEMENTS. THREE SOLUTIONS WERE CONSIDERED FOR THE WEST LINE OF TRACT A. FIRST: PARALLEL TO THE WEST LINE OF LOT 66 AS SHOWN ON THE PLAT. HOWEVER IT WAS FOUND THAT HOLDING THE TWO LINES PARALLEL MADE THE FOUND MONUMENT NEAR THE NORTH END OF THE LINE A SIGNIFICANT AMOUNT OFF -LINE. SECOND: HOLDING THE MONUMENTS FOUND AT THE SOUTH END OF THE LlNE.AND NEAR THE NORTH END OF THE LINE. THE DISTANCE BETWEEN THE FOUND MONUMENTS MATCHED RECORD AND THE SURROUNDING IMPROVEMENTS ALL SEEMED TO HAVE BEEN INSTALLED PRIOR TO THE MONUMENT St.IIING (AS-BUiLT DRAWINGS DATED FEB, 2002 AND PLAT DATED MARCH 2004). HOWEVER IT WAS NOTED THAT THIS MADE THE DISTANCE FROM THE NORTHWEST CORNER OF TRACT A TO THE MONUMENT FOUND ON THE NORTH LINE NEAR THE NORTHWEST CORNER TO BE LESS THAN RECORD, THIRD: HOLDING THE MONUMENT. FOUND AT THE SOUTH END OF THE. LINE AND THE POINT CREATED BY A DISTANCE -DISTANCE INTERSECTION BETWEEN THE TWO MONUMENTS FOUND NEAR THE NORTHWEST CORNER. HOWEVER THIS CAUSED. THE MONUMENT ON THE WEST LINE TO BE AN UNACCEPTABLE DISTANCE OFF-LINE. ALL THREE SOLUTIONS WERE RELATIVELY EQUAL IN THE AMouNT OF CONFLICT BETWEEN THE SOLUTION, RECORD DATA AND MONUMENTS. THEREFORE THE SELECTED SOLUTION WAS THE. SECOND (HOLD THE MONUMENTS FOUND .AT THE SOUTH END OF THE LINE AND NEAR THE NORTH END OF THE LINE). . THIS SOLUTION WAS PRIMARILY SELECTED BECAUSE IT CONFORMS TO THE STANDARD SURVEY PRACTICE OF "UNDISTURBED, ORIGINAL MONUMENTS IN A SUBDIVISION CONTROL", A . SECONDARY REASON FOR SELECTING THIS. SOLUTION WAS THAT IT FALLS BETWEEN THE OTHER TWO SOLUTIONS, ACTING AS A COMPROMISE. PROJECT NO, 1 0-122 PAGE.1 OF 1 ~ ~ ~ ~ tj. LIMITS OF VARIABLE WIDTH PRIVA TE ACCESS EASEMENT(J) r ~ I - ~ REGISTERED PROFESSIONAL LAND SURVEYOR -;;P/-- / OREGON NOVEMBER 30. 2007 RENEE CLOUGH ~ 69162LS ~. EXPIRES: December 31 f 2011 -r'l PI J O~. DcaY-/- . ._,,,eived: ~!t#-J AL