HomeMy WebLinkAboutPlat, PLA APPLICANT 1/31/2011
CURVE
RADIUS
70.00(1)(2)
CURVE TABLE
DEL TA ARC LONG CHORD
35'37';'0" . 43.52(1)(2) Nfj4'15'27"E . 42.82(1)(2)
(35',37'08 JU)(2) . (N64'15'26"E)(1)(2)
9'07.'52" . . 11.06(1) 586'JS'30''W ! 1.04
(9'02' 59. I( 1) (586'35'29 'W)( 1) 11.05)( 1)_
lS'2f4Z".. J2.45 581'08'10f1~ .}2.J5
(1!r29 47 ')(1) (32.46)(1) (581'08'07"::)(1) (32,36)(1)
7'S4'17"(3) .. 16,56(3) 569'26'1O"E(3) 16.!H(1)(2)(3)
(7'54 (1711)(1 )(2) . (16.55)( 1 )(2} (S69'26 '08"t)( 1 )(2)
89'21'09"(1) 77.97(1) S46'28'24'W(1) 70.31(1)
REFERENCES
1. LEVI LANDING SECOND ADDITION REPLA T OF lOT 18 AND A PORTION OF TRACT "A" OF
lEVI LANDING, lCOPR.
C1
60, 61, 62, 67, & TRACT Of
C2
70. OO( 1)
LANE COUNTY SURVEYORS OfFICE
C,S, fiLE NO, 4:2.. 0 3 q
tiLING OA TE ~ ( ~AJJ \
c
H~ .
, 20 (,XI A T RECEPTION
C3
120.00(1 )
FINAL SERIAL PROPERTY UNE ADJUST.
1/4, SEC. 34,T.17S.,
GFIELD, LANE COUNTY,
JANUARY , 2010
SCALE: 1 40'
A NUMBER OF THE LOT MONUMENTS HAD FENCING AND/OR LANDSCAPING NEARBY
THA T. RAISED CONCERNS ABOUT MONUMENT ACCURACY, ESPECIALLY WHEN IT WAS
DISCOVERED HOW MANY OF THE MONUMENTS WERE EITHER MISSING OR HAD A POOR
MA THEMA TICAL. RELATIONSHIP TO OTHER MONUMENTS. THE CtNTERLlNE
MONUMENTATlON WAS DEEMED TO BE THE MOST RELIABLE AND THEREFORE USED AS
FOUND MONUMENTTHE BASIS OF BEARINGS: THE MONUMENTS FOR THE POINTS OF CURVATURE AND
BEARS NOrOS'59'fERMINATlON IN FRONT OF LOTS 63 AN 66 WERE HELD AND THE REMAINDER OF THE
0./2 FROM TRUE CENTERLINE LAID OljT BASED ON RECORD DATA THE CENTERLINE WAS THEN OfFSET
CORNER 20.00 FEET TO CREATE THE NORTH RIGHT -OF - WA Y MARGIN. WITH THE EXCEPTION OF
THE WEST LINE OF TRACT A, THE REMAINDER OF THE LOT LINES WERE LAID OUT BY
HOLDING THE FOUND MONUMENTATlON WHERE IT COORDINATED WELL WITH THE RECORD
ANGLES AND DISTANCES AND THE. MONUMENTS SEEMED LIKELY TO BE UNDISTURBED IN
THE CONTEXT. OF THE SURROUNDING .IMPROVfMENTS OR HOLDING THE RECORD
ANGLES AND DISTANCES WHERE THE MONUMENTS DID NOT SEEM TO COORDINATE WELL
OR WERE FELT TO BE POTENTIALLY 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 LINE AND NEAR THE NORTH END
OF THE LINE. THE DISTANCt BETWEEN THE FOUND MONUMENTS MATCHED RECORD
AND THE SURROUNDING IMPROVEMENTS ALL SEEMED TO HAVE BEEN INSTALLED PRIOR
TO THE MONUMENT SETTING (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: H.OLDING 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 RELA TlVEL Y
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.
"@ ~~~~t~l s~ftfineering, Inc. @ ~~~~~9~ftfineering, Inc. ~
Sprlnlfleld. Ou.an .9'7477 Sprl~.tieldl.Ore.on . 9147'7 . ,
(541)746-0637 FAX (541)746-0369 (541)746:"'0637 FAX (<<541)146-0989 . .~..
bnncbadmtn9branchenslneerlne.com branchadmin9bunchen.ineerins.com
Civil. structurellll. Trattlc ~ TnnsportaUon Civil · Structure'; · Traltic ~ Trl!l1l8porteUon
Surre in, ;, Geotechnfcel Surveyin4'+ GIBotechnJoal
2. lEVI LANDING SECOND ADDITION REPLAT OF lOTS 59,
lCOPR.
3. PRIVATE ACCESS EASEMENT RECORDED -JAAJVA&y
NUMBER 2QJ.ff- -'21.) 3'01. . LCOOR.
IJ
2-1./
C4
120.00(1)(2)(3)
C5
50.00(1 )
~
/
fl., () <v
~() 1\ /
'\. ",
-<0'9
,,~~
~{t'
(N88'19 '05 "W)( 1)(2)
N8B" ~.~ '1 "W
""Ii). . , ..'.,. '.......
I 95.00
I
L----PROPERTY LINE
,I AFTER PLA 2 OF .3
100. OO( 1)
23'23'59"( 1)
40.84(1) N7r11'02''W(1) 40.56(1)
C6
(N88'19'05''W)(1 )(2) (47.00)(2)
~8{f79'11 ''W 4p~~-
~
8:
~d
-:.::.f.J)
P'~
o~
:0-
1.0'
"'t-I.O
, "1-
...... .
~c
-~
~FOUND 5/8' RE8AR wlm
RED PLAS TIC CAP MARKED
· RM PLS 255:2. (2)
1~-
I
(483.05)(1)(2)
11}J,,2fl
i
103.42
80.00
'204.86 ,., f, ~=~
i\ /'
y'
~~~7~'fI^!o:.U~~~T 8EARS I . i
FROM TRUE CORNER ,
f
IN
~
~f~
~ ,l.()
-- "
,.., 0)
~,-
j lL 9600 ~
t1.... AREA AFTER PLA1 Of' .3 -II
~ 19,210 SO~F'T,
~!. 22.00' PUBLIC PEDESTRIAN J
ACCESS EASEMENT(I )(2) r
f :~
. . ,~
- - - - - - - - - _ _ 1 486.61(1)(2L _ _ __ .. r~
jr -------~---------~~
......... co
.' ~E
CI65
~
0>'
I "1-,
PRtV A TE DRAINAGE ,""". f'.. I )
'-' VARIABLE WID TH '-.. ~I
AND ACCESS EASEMENT(/)(2) ~ PRIVA TE FOUND MONUMENT BEARS~ I L
~ oo~ ~ ACCESS EASEMENT(3) N65 '29'02' W. 0.06 AND \. II ;.&'
ii; 588'53'01 "E(3} C\I t;; I NOl '06'59" E. O.OS /.~
6: ,f ----~- ~--- ---::Lr~~ ___________1'> __..i5J.28J!L_____~_FROM ~RUe.::ORNER _ I_-J~~_-'
~ ~ I " -<;. 1 ~ I I~
li; OJ/I FOUND MONUM!:NT BEARS P 1[1 FOUND MONUMENT BEARS ;il 2
~ ~ N88'53'Ol' W. 0.08 8 (FOUND MONUMENT BEAR$j $88'53'01. E. 1,85 !VI i,1.i:i
~, FROM TRUE CORNER ~ j; ~2~~3?~~~, C~~~ER I FROM $ET MONUMENT (NT$) / ;,It')
1 I~
Q .S88'~'[(1)(~(3) _,. .....!....J . '--._.JIO _ .. __ 41O.J4(1)(2} $
. -- 8000(1) 80.00715 8000({J. . --__ - ~ ...l:'L.- ~~ rnJWJ - ~ V>
~. ~~ '
';:: NO FILL & -'" ~ 0,,\ ry
~ NO BUILD UNE(U \ ~ ~ 2 lL 9600 (LOT 63) ~/ '~<6~
ti ~ ~ ,.., AREA. BEFORE PlA 1 Of 3 7 '::/ 0-
:;; ~ ~ 19,206 SQ. Ft I
I ;i TL 980l) (LOT 65) :::> ^RE^~l~t/~~~ ~4~ 3:::> 10.00' PRIVA TE DRAINAGE:. II
AREA BEFORE PLA 3 OF 3 10.800 SQ. FT, MAINTENANCE: AND
10.800 SO. FT. SLOPE EASEMENT(/) I
_ r - - - - - - - -- - - - - - - - - - .;.- -- - _ _ _ _ _ _ .t.. I
-.... -------- ,,;~
~~'I 1 """"'" --, Jf)J!
0"'- r - - - - ...i.... - .. """""I- _ ,'J
~ ~ I ,12 - - - ~> S88'S3'OrE(1j - - - - -jir',-- - - - - 300.00(1)- '~-r- - - - ---- - ~ I ,~/
10 ~ q g ."'t- ~~ 0) ~I I ~I
"1-"'t-' I' 0 1.0 1.0 ,,"'t- <:5~!
~ ~I f5 OJOJC5 ~ ~ ~ g I ,
~ ~ I 12 ,\'v ~ ~ . ~ 2' I /
, I~ rFOUND MONUMENT BEARS ~ I I /
I I~ 7.00' PUE & SIDEWALK S88'/4U' E, 0.31 AND ~I I /
IB EASEMENT(f)(2) NOrOS'59' E, 053 ~ I
~ _ _ _ _ _ _ ~ _ _ FROM TRUE CORNER. . B I. I. I
69.00(1) 6 - - 80.00(1) - - - - - - - 8O.0~(1) - -r...:...- - - 79.50(1) -- -1 4- --/--_
--- 588'03'01 "E(1} ~J(J8.50U)
JACOB LANE N
_ 40' JUQBr~O'-"'Ar S
588'53'01 "EO) - 308.50(1/ - g'
BASIS OF BEARINGS <)
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PROPERTY UNE
AFTER PLA 3 OF .3
PROPffRTY LINE
AFTER PLA f OF 3
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TL 15400 (TRACT A)
AREA BEFORE PlA 1 Of :3
. 156.214 SQ. FT.
Tl. 9700
AREA AFTER PlA2 OF' 3
34.462 SQ. FT.
lL 9600
AREA AFTER PlA J OF 3
32.500 SQ, FT,
AREA AFTER PlA 3 Of' 3
50,848 SQ. FT.
r--
\
\
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\
_ _ _ _ _ _ _ _ _ 588'53'01"[(1)(2)_ __ __
EASEMENT LIES EASTERLY OF
PROPERTY UNE BY 0.24'
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LIMITS OF VARIABLE
WID TH PR/V ATE
ACCESS EASEMENH3)
EASEMENT LIES
EASTERLY OF
PROPERTY
LINE BY 0.22'
~
Lr,
,.-: 'r9~
'-f.,.,. ""'.,.,.,~ /' C'
~ ~ /'
~~
;-;0. ~
/ BR
I /:~
I G
FOUND MONUMENT BEAR$!
84610'/9' W, 0.05
FROM TRUE CORNER
: r i
.....-
'-..
"'-
'-..
t1t6'5:? "'
:9b..?'1r
,
~
MONUMENT BEAR8
N8874'1J' W, 0.05
FROM TRUE CORNER
~
TAX LOTS 9600. 9700. 9800 & /5400
PLOTTER: XEROGRAPHIC KIP8000
INK: '(aGRAPHIC TONER
? 4
r.
3
r
REGISTERED
PROFESSIONAL
LAND SURVEYOR
~
OREGON
~-
fY
OREGON
NOVEMBER 30. 2007
RENEE CLOUGH
, 6~21..9 /
EXPIRES' De~p1~ef 31. 2011
LEGEND
j
FOUND 5/8' REBAR WITH YELL OW PLASTIC CAP,
MARKED'LS 2552' OR AS NOTED. <REF. I &/OR REF. 2)
BfT 5/8" x 30" REBAR WITH YELLOW PLASTIC
CAP MARKED "BRANCH ENG INC. ",
CALCULA TED POINT ~ NOTHING FOUND NOR SET.
- - DENGTES PROPERTY LINE BEFORE ADJUSTMENT.
DENOTES PROPERTY LINE AFTER ADJUSTMENT.
.- - - DENOTES EASEMENT.
DENOTES NOT TO SCALE.
DENOTES TAX LOT NUMBER.
DENOTES PUBLIC UTILITY EASEMENT.
DENOTES PROPERTY LINE ADJUSTMENT;
DENOflfS LANE. COUNTY OREGON PLA r. RECORDS.
DENOTES LANE COUNTY OREGON OFFICIAL RECORDS.
DENOTES MONUMENT USED TO E8TABLlSH BASIS
OF BEARINGS,
() DEND TES DA TA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEET.
(>)
@
o
NTS
TL
PUE
PLA
LCOPR
LCOOR
BR
20
r..~l
o
'-1
40
NARRATIVE
THE PURPOSE OF.' THrS$URVEY 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:
TYP110-00003, 1YP110-00004 AND TYP110-00005. THE PROPERTY LINES PRIOR TO
THE ADJUSTMENT WERE RETRACED AS . FOLLOWS:
PROJECT NO, 10-122