40
' t,tJ6'All c1r1 1 3 l() t .J S"' t-SDL 1 ';? 8 , ________ J ! I NORJ:H_s_r _____ ,,. __ l·l c----- -- ------------ ----- -·- -- I " I MO VND ST. i I flTLL sr- FR()M OF sotJ.vi:vs 80"11:.. f lr6-£' ,/ __....! G"UW ry E:"N OFF/Ce" f:L,-1.vfe To est a_ bf Is /1 f h e // 1-. e be T uJ e e 1-1 J..tJts K"o';J "f J, a<jq_,n,,(2 R Q 11. ' c e ,, I- e. r L .. 1'1. e s o 'f ch e r ro.j a Ve. Q 71 c' N 0 t" t- /, s tr. Fr [J m. i n i e r s e e f i dl'f o f C' e h Te r / l h e s. 111 e q StH e d <37 + / / o ·};, /...ks. -t 1> w e s T a I rJ H 3 No d h $ r t" n e cf 'l?t L Q. ?1 cl e t CL b / 1 ?> h c: c/ . / i 11 e h e- T <AJ e e n / a f S. S ea. e :2 o o f k s - /' /) J(-/;_S. E e/;o 4-7- J e-fir::to. rri ers /f .-A-;;J'-'I J£J' 7 C{/l//-. te ,JO l{-{) 'Roel "1

3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

  • Upload
    others

  • View
    3

  • Download
    0

Embed Size (px)

Citation preview

Page 1: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

' .·

t,tJ6'All c1r1 13

l() t .J S"' t-SDL 1 ';? 8 ,

________ J ! -+-=~ I NORJ:H_s_r _____ ,,. __ l·l c----- -------------- ----- -·- --

~ I ~ " I

MO VND ST.

i I

flTLL sr-

FR()M t{~t,Cf2.D

OF sotJ.vi:vs 80"11:..

~I f lr6-£' ,/ __....! 7__.r..--~ ~d&/'-IN ~ G"UW ry

E:"N er1~ eel!..~ OFF/Ce"

f:L,-1.vfe ~ To est a_ bf Is /1 f h e // 1-. e be T uJ e e 1-1 J..tJts 'lo!?,~<( K"o';J "f J, a<jq_,n,,(2 R Q 11. ' c e ,, I- e. r L .. 1'1. e s o 'f ch e r ro.j a Ve. Q 71 c' N 0 t" t- /, s tr. Fr [J m. i n i e r s e e f i dl'f ~

o f C' e h Te r / l h e s. 111 e q StH e d <37 ~ + / / o ·};, /...ks. -t 1> w e s T a I rJ H 3 No d h $ r 7~ t" n e cf 'l?t L

Q. ?1 cl e ~ t CL b / 1 ?> h c: c/ . / i 11 e h e-T <AJ e e n / a f S. S ea. e :2 o o f k s - /' /)

J(-/;_S. E e/;o 4-7- J e-fir::to. rri ers ~ 12~ /f .-A-;;J'-'I J£J' 7 ~ C{/l//-. te ,JO l{-{) 'Roel ~e "1

Page 2: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

/"!>

I ' I

------,. "': I '\.I

{ . -l

( ,,

r-1 ' ,, !-/,.

i~ t-i--- _.- ---

'\ 4~,,)-0

f.\ ~°\ ,, t

I

\~

!1 --

t'\ '~'~ '-~ 1·~ \, l-~ ··- ~ I f'{

f ~

l ... c. r;,11~ //

- d/

/y~

~) ----------- --- ---~ , If,'• ~i> :--;:_--- -, ---<"~ N & ,Jl1 rt-. '/ \ - tfv,__ I

I '-JJ

\")

Q ~~ l '()

l\, i "o . ~

~~~~

~ .

Page 3: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

I

/1/ ,d' / / J ~

Page 4: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

33 ~- ·33

1 1),

...../ I/ 1 u ~ ,;...--

.--

r~ 0~ i

;I)

____ _,.,,..,-~-----~----~-----------· ..... -.. -.r-:;~~~""""::"::'-·--~-.----~. __ ... ___ ··---~·-

.,,

r /

! \ i I t

.~ ~ '~i -·1

I

I I I I I

I I

"' l. i . . . " i

' ~ t;

0

I ,_ -· ,.. ______ ' -..,.._. _____ -·---·--··-----. --· . ., .. -.;

' . ' ' . ____ . _____ _.. ___ .,.,,_.......,._ __ ......;-_ _ _........_, _______ ~_._..~---·-·-- ...... --..--~----

(~ '

'l

' l

;

f

Page 5: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

2 ~sl ~..J

-~. . J

' '~ . ~?,

---~----· -----------· ___ _L ?~~~-~~~-\.J4 __ L&J.-'f--------------~·~---~j _____________ ____.~)~L~~ .j,

__ Po ~-~---·---·;_ . ~

f

' - .'' ' ' _J ,_....._,,,__ _________ ~------~-------- - ,.~hdut.. ~-'1.---,_/_~ Lo: . _ . . -.j'.

' /;~Q------=~-----~==~-===·==~---------------~---------. -------------------==~ ~~hr~-~ i . /

--------------------·-----------------·------·---------------------------------------------------~---------------------·---,.---------------------------------"· -:i - i'' .. ______________ .:.:.._ ____ ._ ________ . _________________________________________ . __ ._..:.__ ____ ·--·------------------·---· --------·------------·----:--------_ .. __ ·- .. ,

t''.: ., ' fl i ~-~~-~~~~~:~~~--------~---~------~------------------------~---------- -- -- ------------------------~--~--~--- .,

Page 6: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

,,

WILLIAM R. SHAW, P.E .. P.S.

GEORGE F. SEYMOUR, P.S.

Seyrnour-Shaw S Associates, Inc. Consulting Engineers & Surveyors

PHONE

614 - 385-4349

615 WALHONDING AVE.

LOGAN, OHIO 43138

'B~t"-'6 A PART CF kor \8~ / or- TH€'

F. CA\5€ Aco1'Tl<l"-' Tu IH6 <2,ry oF L..oG/tlV :Sc-cr1o,..J \\ T-14-N, I }

R.-rl-vJ, FALL~ Tch".l~~H\~ 1 µ0~100 CJcu1VrY, .SrATE o,:: OtJ10.

'2 ~

tf1N ~ av -

<X) "2'.~ ~ -- W I :!. I a) • ~ OJ

I-}- . .- -35 ~

3

l'':::zo' ~--------~

· 1 I -------r - I o \C -ZO 40

V1Li..f\e)E. PLAT -&ok. ··1•· PA~E ''z.1''

'DccD~ ·. A~ Norco c/'J Puff

.Su'2~e~cJ 1'1-.>0 p\";ncn A-T Ti-..tc f2J::;8 ue:;:;r

a\' 'U\111D J THamA~ ~bc~7s,

'?"-f\T pf2£ pA!2t D FR.OM /1N r-lc Tl)t\ L

~VR\JeY /YI/We ON TH€ zc.µcl d~ci CF A\J~u~_;1'

\<18 3 b·-1 · Approved· Mathematically HocJ# County Engineer's office

By. (/ttr DateB-JJ-$ 1'~4' I., (, /J.y AJl"P/fcJVAt.

Page 7: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

. WILLIAM R. SHAW, P.E .. P.S.

GEORGE F. SEYMOUR, P.5.

Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors

PHONE

614. 385-4349

615 WALHONC'ING AVE.

LOGAN, OHIO 43138

Description of Survey for Dave & Tim Roberts

Being a part of the tract of land transferred to Thomas Earl and David Lee Roberts as recorded in Deed Book 184 at Page 301,

Hocking County Recorder's Office, said tract being a part of Lot 183 of the F. Case Addition to the City of Logan as recorded in

Plat Book 1 at page 27, Hocking County Recorder's Office, in

Section 11, Tl4N, Rl7W, Falls Township, Hocking County,·State

of Ohio, and more particularly described as follows:

Beginning· at a mine spike set at the northeast corner of Lot 183 of the F. Case Addition to the City of Logan, Section 11, rr14N, Rl 7W;

Thence with the east line of Lot 183, South,156.04 feet to a

point)on the north right of way line of Hunter Street, said point

being the southeast corner of Lot 183 and being referenced by a

bolt found which bears North 13° 31' 16" West a distance of 0.52 feet;

Thence with the south line of Lot 183 and the north right of

way line of Hunter Street, West a distance of 43.34 feet to a

5/8" iron pin with I.D. cap set;

Thence leaving the south line of Lot 183, North a distance of 77.82 feet to a 5/8" iron pin with I.D. cap set;

Thence North 76° 34' 21" East a distance of 3.30 feet to a 5/8" iron pin with I.D. cap set;

Thence North 1° 57' 48" West a distance of 77.50 feet to a 5/8" iron pin .i-J:ith I.D. cap set on the north line of Lot 183;

Thence with the north line of Lot 183, East, a distance of

42.79 feet to the place of beginning, contain~ng 6616.12 square

feet, more or less. The bearings used in the above described tract assumed that

the east line of Lot 183 ran North- South, and are for the deter­

mination of angles. The above description was prepared from a survey made by

c I r~.A, "'<",...,.;&__ , Ohio' Registered Surveyor No. G,8tt4 on August 22, 1983.

Approved • Mathematically Hocking County Engineer's office

By/fH ~Date.&r23~

f ~ J,·, 07 +rv,,J

Page 8: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

/}

/(

_w ____ .,.,_,__"'"""- ........ -•fl<;'*-~'~ .. ,.. .... _..__. -·-

"'.:;:~;oct,_~'t~}~d:~f-:r, '~r p •· . ~

' '•) ~ I~

\J -----~-~--------·--------·\- ~------~--"'~-

141.J

. ·----·--·~------ . ·'~---·-~---·-··--- . ----·- .. ,---·-~---.~-----._ ... _., __ _ I~

Page 9: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

THIS PAGE

LEFT BLANK

INTENTIONALLY

Page 10: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

- -- --· --- - - - - - - . - - -- -- ----- - - ---- - - --- -- -.. Joo

'

'

.-.,

) ,.

~

Af re q ve.s T o1 Tlie.ir e S<t 7i /( rn. "cf e. s t1rve 'f I-, •«f off G(/ from

ti' ~ ~ ~ ~ ~ ~

e. e. {"? i-e ,_ ;,. n c:_ 0 f jVf a. r I<. e ~ st: ct 11 cl e_ ~l oft ;J<J tee ·t-: . J~ 73J.u;t-J7q1JJd7 ~

N'o r "t h ~ i cf ~ o f h o T ?> <. 2. lf ,f. 6 u 0 7f q_ n.

[ ~.-t £\. b {is c.J IV 1,· n c: a r L () ts .t '{ 'f' '/-l <rO

~ fF t- v e_ 7 e c.( 0 r;r_ ei_ ~ J ¢ I 'I or

" ·~ ('\ '1- ' ~

~ ~ vJ

Page 11: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

' ~4 . ~

... J#.~Jf Pa~i L()/191}·, CV/('L~. . .. ·.

Donated, June 1982, by .f\LBERT W. SEAS.RIGHT, P.E.,_P.~· -COUNTY ENGINEEf11_ 949 • 198/:

....... ~'A······-·· . ; I' :-.·r :.,...

_I ~ ~~ .

----~i___________ .

-) .. --_,., -- -_::;..,,,. "'"

. ·:__?~zrr"f iJ ·:.r+:. ___ ; ·:_z::~ : :_,.: : --- .••

I

·~- .. -· ----af4o . - . --~ .~ ,

· --. -~rtf!',.,:ftf dt' ~/V/.J/oh LN"~

C o/e.1- ·.'-_O.a L/. . .t.$ on . _j~".i.Z:l~"l 1.ft,:.

c:;;J)fbr{ L ~f 1/tC . - _;Jo?J.. /.f oq

i 1 I

·r

Page 12: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

li

... ~·.· ·~~ ~ .. ~ J: it "

,•1' ',

.BUZA DOLLISON TO ANDRBW CURL ll'STATB Patt tot 790• No~th stre.•~ .• Log4n, 9h!o

1. ••

'.··;

Be:lng a P.art ot tot 796 1 in<the c,J.ty ot Logan. section . . .

11, Palla Township, T14N, R1'7W, Hockins county and state t;I Ohio, .. I

.' '· ·'" . , . . : ",, ,.:,.·_1 .·r1 !·\ ..... ;

and mote pa:rticular1y described a& beg1nnin8.at the· southeast

corner of· the west. pa~t. of 796 and/o• 4$+:s' f e•t east ol the south•: '.; .. •,' .::.', t

west cornet' of Hid tot 796, iaa HCorded :ln Volume 63• Page sa~. ' Hoctcios ·county need nec<>rd t thence ott tile south 1:lne of said .I,o.t·· .. : , .· 196, eaat 2.29 teet to a Points ~hence tfottti o0 .. W .. 30•• w~at ' · .. ·

para11e1 w:f.tb tM west HM of $a;ld tot 796, a dh!anee of 14~83 feet to a pointJ thenee west 2.at f6et·P~~a11$1 wl~h the south

line of said tot 796 to. a poin$J .thence south o0 • 57• ... 300 eaat ' '

14.83 feet to the plaee ot be8lmting, con·t~lning 33.96 square fectt .

' '· .... I ~

Eula Dollison • Volume 13, Page 211

.. .... .,.

·'· .

Page 13: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

::,,/-; ~ > ... l'

,.:17.,,.

j I f

•'

,·1 ·,

I '···i11'

'I

:''\ .... I: '.'tj .. j'·'

1', _,I

1· J

I ' I I l! ', :_I·' I ~

!•',

I'

,, 'I I

'. '

''

\ "1 I

, ...

1,/ '1

·-, .. , .:5u~veY Lor 760 Cti;' ofL09M. \

···/1r~ Gkldys. 8.~l//7/JIOj j .//011.sf'l~kl CJ(vl) .- ·... · ::5C4k//~4<JI ..

.. . ..

~ ' .~L ~"' . ~ ur \'\j

\)'

~. 760 ~ " N N ~ .~ !~

~··

~ :\

~ ~·

'1' N

\) <J'

···-\·--·· .... ·-" .... -- _.-- ~

Q ---~

Page 14: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

·'.'~ ..

~ ... ftr1lS //.l .G. ·~.~-

\

Al8ER1 W. SEADRIGHl. 911.iclllO IUIUll.

Lou•. ClllG

.. ,,.

--~-~---------- /I lky /~ '{, --·-·~ --- ... ~ ... ·-··- ..... --..... ··-- )i~-. ···

SuR.V£/ Lor 7&o Ci'I; 0 I'!. 09011. .

l() ' \ \"'- Lo..,-

~~ ......

('\J

~

/1rs Gh~s 8.LOo/llOJ

~ 7C:><:J ~ N (\I

N ').

~ ~q ~'

/"'/t71lS- /c?j/ 0/)10 ~' ~

,:::;-cqk //~ 4CJ I ' \'-'

" N 0'

Jp· <J'

~ 0 ~)

·-~

------~-

--··------~-

--------~--------- . .----

Page 15: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

\_

\J ;, '2.,r

fl, fJcot.1 fHGA, ~ ~

vdl•fgt/ /'.t-9..S- f\ 1: 1i

\

i I. Oel

},

f "\~,.,,\·::'Id 111n( :·1982 b .. ,,\ "··''"""" ,' .fl" ,, .- , y

'f r,;t'":"'. :- ·: c:c,.\pi:; G·'-1-· pr- ':) 0oiJ'~. '·v EN'Gi'~~-ej ·1 ~49·~:.1 ~( :.

l ,• -

' l,

~ . oil'' <:> • - ~

f'&

cl·

,j

/,4,J-

..J I I JI

!

' ~

' ~

Page 16: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

/J

~

1 I ! ' ~.;;;

j '.r, . '". l'· .. It'"° I .

I r~ I ·- ~- \\) i J'" ':-. --- -- ~

I J~ ~

I '(•)

"'" t ;;· l\Y) '\)

,~ "' t ~ .... \rt '\.

~ -~>'t'

I

QI ~;, I

• j

\·~~ f i'}

di . .'lt . .,, I '\~) -1

\f~ \)1

t

' i

I

.,,..,._...- ~· /' . ..,_~ (..,/ 1"'/ ~yc-:·i:'/ ,j// ,,-

(./'"' I lL 1. / ~ .- L -· l/CJ\f vv cc.> r

W{ /of f{,J J.cyar1 (//f,u

A/ov /f / f ,:;-f

Page 17: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

'23£1/1/G- ,lor 2~2 Pl.¢ ~oT;;2.-:2) % -/#c C1T y oF ~c:>GAIV //\/ S~CTNJ/I/ /I F.4-t.. l S TCJwNS1f11}

;'

7/17-1'.;t_; -;?17~ /(oc,K;!V~ ~NT~ 0/1/0

DATE: Nov. 7, 1995

BY: JLC

FOR: LARRY AND PATRICIA CRAWFORD PROJ. NO.:

13952L

LEGEND

6 5/8" iron pin set with plastic ID cap "SEYMOUR & ASSOC.

o 2" Steel Post (Cut to ground level)

0 Iron pipe found

Point

HILL STREET ( 49.5')

0 20 40 80 Scale: 1" = 40'

... L[)

CD

>­w _J _J

<r:

"""' ..... 0 0: ..._

«> c.o

~~

I ~

• o. Ot')

I - 0 o. po oc.o 0

I z Lot No. 221 (PT)

l-

I - 0 0 CX)

I ai t')

Lot No. 221 (PT) 1

I 0

I IX)

~ Lot No. 221 (PT) I

..... ..,

I """"' .....

I 0

.e; Lot No. 300

in I N

~

" I

Lot No. 220 (PT)

N 89'59'33" E 207.38'

Walter, Jr. and Cecilia Ramage

Deed Vol. 206, Page 812 Lot No. 222 (PT)

s 89'58'27" w 207.38'

Lot No. 222 (PT) & 223 (PT)

Lot No. 223 (PT)

Lot No. 224

ALLEY (16.5')

~ ..... 0 0: .......,

«> c.o

LiJ I o. oc.o gO? b~ 0 (/l

Co OJ ai t')

~ ~

-:;:;-0 0: ..._ in N ~

"

I

µ

~

f­w Lu 0:-.:: f­(J)

f­uJ ~ 0:-.:: <r: 2

Approved . Mathematically -""' l 7 Hocking Cou~ty [ngineer's oifict

REFERENCES: Tax Maps Previous Surveys Deeds as Noted

N 0 T E :

By~ Date //·7:>0 -1) h "~r,...·0"" NO; ~c;k¥€

The bearing system for this plat is based on monuments found on the West R/W line of Market St. and bears N 00' 00' 00" E and are for the determination of angles only.

I HEREBY CERTIFY THAT THIS Pl.AT WAS PREPARED FROM AN ACTUAL FIELD SURVEY OF THE PREMISES IN ti 0 V OF 19.i'.£ AND FROM EXISTING PUBLIC RECORDS AND THAT SAID PLAT CORRECTLY SHOWS THE LIMITS OF THE PARCEL TO BE CONVEYED.

THIS C~TIFICATION WA~MADE BY ME O!'J THIS_li_ DAY OF L!lO V , 19 'f.£.

~/'~

Page 18: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

.. ; .. --- . -·--

• • <e - : -~ ... · ...... · .

~---~~--;::.---·-·

:·.

\

Page 19: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

1,

JOHN BILDABOLT trom

VIRGINIA HEW South side Hill Streat·; Pt. Lota 4-,, Seo. 11, Falls Tovnship, Logan.

*·*Belng all 'that· portion ot J'r&otiOnal Lots 4 and 5 ot Section ll, Tow.ship' 14/~ange .].7, Falls Township and State or· Ohio, and all that pqrtion 9t .. 'a'.&,ia; fractional lots no,t bareto~~ra sold that lies South ot.·· Hitt.:· .at~.e.,t,,;·.•a.at ot' tht lot. sold to V. A. Snider, and. vest ot tbe ~ot sold.~to. Pe.orge\8ba'tf ~a fepO,rdad ! ~· H~~in~ CoµntJ:. J?esd Recor4 b;y She rift' a

. Dee~ ···.1n·:Vo\ume· 73, Paga '''*~·and .nov more comp14'tel1 described as .. fol· lovat Commnolng at .tba· tnterseotion ot .the center l~e ot· Spring Street:··and'.H~11·~tNe.t ,in the City· ot LQganJ· thence ·on the cente1• lim Qt aaid Hill Street"North 86° - 4'' Eaat. 319,.24 taetJ thence South 3° -·l~t ,X.~:t1;\l?~w~·~~$1i ... ~ ~n~ b~on·:,pin, set .Pn ~he S0'1th line ot eaid Hill: lSt.~~'\ ·a,~ .. ~, ~~rfu(~ofth~at~C9f1W~ ·~ot, ~.~ .t.falUt.r' ~ve)'· lot, Vol~. 83,

·• 1 .fag&·~~~· .~\~10!~8 ~~~~1:~,•~·Rfi·~p~!, )·an\Ae61~e.·9t ~M ~aid 1~orge .

· : Sha~_. abo.~ oite4·, ,iuid,.~ri>~ :pin::bE;.ins'.. ibe{ plac~ of ,basinning for. t~ t:ra~·~r ~·~1n .:.co~veyec! ·a.nd·i&b'~te\~'•pri~e·C!~: ·•·1so:J'::'~hf; 'ea·~~ ·~ro~ p1~ lies 130 feet, ~a:t ot the·:ea~t· line ot sti141 rraotio~l tot.~·'t tl.le,.nee Qn tl:le veat·· 1'..ine '.Qt .the ·~id Waltel" f:JaV8y lot' Qouth l 0

• 2o•i :Wea~ 130 ·teat 'to ti. ~rtbwea~ corner -~.t the. ?Unerva H81,bor p~reel of land~ Volum 89, Pag9 .. 6l.~,··ll0Ql(lng.~ount1·Dea4· Reco~j th,tnce continuing vith .ia.14 bear•

· ing.Soµth.1••:•·20' West 1,9,72_.teet to an .iron pin set on the north lint ot' tbe;alle7J,:tb8nce.: on: lh\id' n9rth line: ·ot the al~y Qouth 09• - 16' ,Vest, 146~()4 feet, to a: ''T." out in the ·second etep from 'the bot~om ot a tlight

. Qt 1 (Sonc're~e · at$p8 and valk, said atepl' arid ·Va.lk are'. common to tl)e Grantor ·he;r:'91n··an4 !di th H91no, an as.signaft 'ot said w. A.· Snider above cited, tor · a~ou'fr 6!5 ·feet/ :t'$ferenee Vol~ 83;,'PagEt: ~174·, Hooking Count7 Deed Record; ·th9nce .. vlth·tbe center line ot sa14"tlight ot atepe and vallc North 0° -39•··weat;· 282·.11· teat to 'an iron: pin eet 'on. the eaj.d south ·~1ne· ot Hill Stree;tf th:l~e on the said· south ljne ot Hill Street Horth 86° ~ 4'' East 1,6.23 :,a.,t to.' the place. ot bagi~ing, containing 0.9918 Acres. Be" it

. remmbered, an' cs,dditional' iron pin ia set on tba east line ot· the hare in described tract South 1• • 20' West, 144.17 f'eet from the tirat cited iron p1n. ·

** Note between asterisks, vording should be oheoked against dead description.

Also 1 Thia tract may contain sever and spring rights to otMrs.

Page 20: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

THIS PAGE

LEFT BLANK

INTENTIONALLY

Page 21: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

;J... Cv('llO )'ye N1-1 .r"~~ .. f '? £) t>~ Ht'+ Ov-ch..,. 1.tJ e JI

I

~0:-b.~}Ek!Lbii!\nW. 'll &9 I :}~ .. ~ "u--p _, .. /Jr t\-"..--. ,.,,~--~-,-~--· __ , ,Jb_J!._L, __ aJt,_. .i----------

.-: .. ~~_...,,,..,,.-~ ... -·"""'"'----

Page 22: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

' '\J

I :, //.

~o "\..)

~ "' i I

·~

" '~ "-? :~ ~ h

'.

" 'I

! -

~

"' ~ "'

~i I t· I I

I

I

I :o /\

~

I - I

,_

·· i· ! J;

\ \ ' l (

.• !

I . - . . - -- . l

Page 23: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

i -~--- ··\ ____ ] i ' i i 1 , I !

I I I----- - " -- I I ' I l I I I ' " I ' - .•• ' I I I I J I

-L. i : I -r--T---- r··- i i 1 I : : l ; _ __j' ! · I -T·--l -i -t_1 1 T--i-~f- 1----t--- -1- ---)--1

1

-----: \:--·

. -+,· -- - t - . - t -·- !. ~ : I : __ , I ,.,. l : I ' : '' f ... ,-·. - , .. f ' ~-~. ~ i ! " I i ! ! . t i : t -_ . ti :: "°-:.· 0 _.1t, 11;,~~,. lr ·-·Wg-t .. -~ I: J I i I i \' ,1 i l 1/ ·~ ! .,. p ,ii • I ''.

II ' 1 11. I ' i /·, I ; ! . I I 1: t I I I ' . I

' I ; ! .• ~ l' I ii

' ! I 1' JI I I i I l ~ ,I 1·.; 11 1,i

I • : I 1

I i I • I I I : I i ! ~-I i!

-~ i i I 1-----i I I I I I I ~---- I I i-------+-.. I I I I I -. I I I ------ ' I j ' ,. I • !------·-r-~-- --- : ! i T-------L 1··4) ,i1,,.r· '. · : : - 1 ·-r~11t"-~o(._-+--- c___ ! -- 1 ,.~ : l "-"· "

'. , I i -+

1

---L -r~-:f,.'l.f_J_ __ ; i i I ---1- , ... ,.... ,, n---'t'--+--~

I I ! i I 1 1 1 . 'r I I I . I . ·- . I I I '

. , I, .. !:~-°-r~~tad, Jund ·1 sa2, i)y i . ·

~9UN+ ~~~91~~~~:~~t~·~-{i~~a~, I I I I I

i

• !

ll)'/, I i& r

I ' S: o t

Page 24: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING
Page 25: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING
Page 26: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

I;

. , I

'JI/. _f'V'

0 l, ro ~(-CJ.\~ -o

J --- 0 --:3•·-·---·---

l---~· j

Page 27: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

\_.,

0

Page 28: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

l.P.

·Lo1/3.5Z.· RCl{oh. R. Jt/a/ker

/30.~'

/t/ orlh z.4' ----/,P.

N Lor 803 ··Lor 80Z

.8oard of"' Cdoc ·/-;017, Ctty of Lo1a17.

Donated, June 1982 by f'. ' ~ ,_ ~ -- ' '\ f 0 , ... !\ f".I,..,' r_>. I - ' .~ .: ... ...:;·,; I,'; .'. ":',-.~ti~ ··If p E ·p (">

cc:_ .. · .. - · : .... ~~·. ~·~cFi ,, 949· ~ ·1 ga~~:·

PLAT CJ~ ALLt:Y Vnc,qre-o /9Y Lo6AN C1ry CouNC1L

Rererence Ordnance//.! 4Z-/t/~ Pa4sed /Y2s/.s-.g. And Z~' Sfr'f of lane/ (f/Je 5ou//J 2.~parfotf/Jer!orlh-half) .. Tranoferecl-ro fhe 13oarcl of'£dvcahon,Cifyof'Lo1q~/Jy Ra/JohRWalk~~~ . .s I I . I ''-2 () , _______ CCU(?_~·--------·

. ~·~. :5-IJ-J3i. '

Page 29: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

··---- ... ~:

!t .. , 1';i', I

ll : ''·

·----. -:::-----"-~--~ _ _.:_ __ ~·~J'.i •. .lL --~ .s i;alw,//

, .. , . _..;~· \> "" :· ;( ~ t.~1:;11-1 I ~,~~-·~ ~-.· ••• , , ;~ .'·:£'. \'.) :~. 7

•· e;>' ' . °'~ . ' ·.· .J (j rv7 ) <.•·. ,. "~ .~ ... ~ ..... "'

·' .

. t . \' ,, I (~ , , , ~· \ . I

; '"1i·

, ··· ~· ... ~,;,.~:::-.{? · ~ .... ···. · <" 15"" Gv. WtJlw f~(~IJ},SJ).t!°\'~ ~ ~ c \\\' ··.\ '/&t~~'(:'jd)

• ,: • r\\, \\ ~ •-Al n ~\ • -~· ·~ .. ·: : • ' (_;;_,.. ~J) "• \~f1V\J ~ ·.\ ... '

~ · · · " ~L r:j .. _,, · ,-..,. " ' : .·' I.,'

.. \ . ./ ' ~ i ~ r .. ~ '

11,'

'~ . , . )' , r~.;'~'c)L ,'J,1(.. l\l<1S • ..... (~JJt\~,...... ~M o-J.---:~l ~-(,, 2.1. e "w

\fl.

Page 30: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

-

·_) ··:~-.

Lo-I- /S.JL S/;o/i#G/;;. 4dc/,

Rttf h. I~ W4/ ~ 6(",

. r, ----- / j J. (J.(

Lf .: a·o..:J

·--- --- ·----- -----·--·

811ck. /:Jclcl/t d."1 ;, ·•

,8 oar/ a /! E drJ 4 ~on. C 7 o :/' L,J a•, 0. 1:

t·. i'

. \

Page 31: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

RALPH. R-~ VAUCim TO LOOAN CITY BOARD. OF EDUCATION South part of' North halt ot Abandoned Allay

Betwen Lota 13'2 and jiot• 8. 02.·803 · · City ot Logal . . .

·,.. _,_•

Being 2., :feQt oft the 1aouth side of, the north half of tba alley

between ·t~t, ~52 ov~d by tht)' Gps.ntor~ ha:i;e.in a1~d Lbt~ 80a•603 OY!ll1,d by th.a

Gr~nteea ~·rein, City of "Log~, Recking County, and State of Ohio, and fur~her

desoribad ·aa follove•

Beginning in the canter lina 0£ said alley at ite interaeotion

vith the east lit» of Spring 18treet, an iron pin mark~ng ·t~· ao~th'Jeat cor~r _!··: '"k ... ·.· . . ' . .· . :... .

ot "said. tOt 13,2 and set in the conal:'$te dri veva;y I bears North 8 .a, teat I ~ •• > • 'i . .

thence <)_?! iiJ'.al.d canter line, e.aat 1,0.~f feet to an iro'tf 'P'i:Pii.J thance north 2,, ~ . 1 . j ,•. • • ~ .' ' '

. \ . .

feat J too nee wast and .Parallel to said centar lina· l'O .5 feet J tmnce south t

2 ·' tee.t, t~ _the )>la.ca of beginning,'. conta.iziing 4o6 .~; sq~re feet, tha said

alley h&ving ba~n vacated by the City of,. Logan by Ordinance No. 42-1953,

i>a;Hed Auguet 2,, 1953, by the Council of the aaid City ~t Logan. Subjact to

public utility rights.

~- I

Page 32: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING
Page 33: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING
Page 34: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

'~- ' -·--""'¥ ... .; ... 4,,0_.,_..__.,..,...._.._.._ ___ ~-----~~-:-~--~-

-._ .r .. ·?~ -_

I ;

! I

• .. • -, • ': •• ~ _:·.· ·~·~ .... ·\· '· •• > ·-•• :. ~ ~ •

e~,N~ ;t PIH~f· a·A::f@Aeno·N~·J- lor ttt4 • ' ·. . f •

5R..CT1cl~i \ \ , fc)'N~fis~\.? - 14- N<Jeti-\ 1 R1HJG6 ... /,

\1- W e~r , Fr:u.A ... ,s fl<Y.V1J:su iP , C n'1 oF lo<.,()1-J, HocKtN.~ Cou1c..rrY }!J1~110.

ScA1..€·

t ., \ I

~

e -. 5/a ~-· f, ra..0:-1 P, » t .. ~ erY • .. Po•Ni-1 0 - P. K: 1'l_A1~ ..

Svf(V~V t»l't~ rru10~' ro £~n1ausH J.J~vJ srror ~Ne

otv · Roeeft!·r ~· 5Hr~A· Llit;eY·":J ,,tr?.11c.r, A~ A<;ueo tJP,:n·) aY

Ro ~€fttl f S1Utlf l1u ... ~Y A~.;o Cl!U21.E1-J<:..£ ).};;1JJE "6c-rc0(.te.. f~W .. I I

/

Page 35: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

Seymour-Shaw i Associates, Inc. Consulting Engineers & Surveyors

PHONE

614. 385-4349

Description of Survey for Robert Lilley

615 WALHONDING AVE.

LOGAN, OHIO 43138

, <' .... ,Being a part of Fractional Lot 11 situate in Section 11, 114N, Rl7W, Falls Township, City of Logan, Hocking county, State of Ohio, and more particularly described as follows:

Beginning at a point where the east line of Spring Street ·and the south line of Hill Street intersect;

·:· ·:,:· ·., rrhence with the south line of I:{ill Street, North 879 26' ··\··3·a··-~aat a distance of 76.23 feet to a point from which a P.K. :n~i1.set !or reference bears North 0° 59' 44" West a distance .'.·ot ·i. :lo feet J <r;: , :·:Thence leaving the south line of Hill Street, south 09

59·• .. 44" Bast a distance of 25. 22 feet to a 5/8" iron pin; · Thence South 0° 51 • 44" East a distance of 22. 09 feet to

a 5/8° iron pinJ Thence South 2° 09' 24" West, passing through a 5/8" iron

pin set at 121.45 feet, going a total distance of 141.45 feet to~ a. ·point on the easterly line of Spring Street;

. ~: .. Thence with the easterly line of Spring Street the following five courses: (l)W\ithha curve to the right having a radius of 219.00 feet al6ng the chord bearing North 50° 43' 22" west a distance of 7~·58 .feet to a point, (2.)North 33° 53' 22" West a distance of 33.00 feet to a point, (3)North 0° 36' 38° East a distance of 57.00 feet to a point,

'{4)Sot.Jth. 8.9° 23' 22" East a distance of 2.75 feet to a point, ('5)N6rth 0° 23 • 22" wast a d.isance of 54. 94 f~;!et to the place of beginning, containing 12,108.38 square feet.

The.al:ove described tract was surveyed by George F. Seymour, Ohio Registered Surveyor No. 6044, Octob~ 9, 1980.

(J C)?.~7-~~~'--4..~~~~\[,t~A.=~-· Approved - Mathematicalfy

. ~~k~ng ~nty E11gin~el's Office B'J/~Date IR-L.tJ-80

Page 36: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

l£GE:.A)P

• :. o/a• J:Ro ~l µ Fou}.) D

o ::~' r:~~ f /N W 1Ib GAf 6e -. ,, o = x. c:v-r "5.AJ eooc.Rc::.rl. sre:.P • :. Po' ?-)\

RtF€R~"' C~!:a ni;:.£t> ~ AS A.lort,~

Coe.JI.JI Y r,."} .( l>?A. ~ $'

PR€. \fJ()u~ suRVt..Y~

~ ore.· l3 e.A R. trJ6~ TA.UN l=l<.O•'t• /:4 °AeVJD 1)$ su~ 1€,v

AO~ A/?.t r:'CJ,Q. iH e. Oe;. T t. R m I f\.l A \lo >J

OF AA.J(J L E5 001-Y

~ HO. 1aaA •l7ll U

Ro~L~ T ~ SA.RP-­L 1 LL.l:. y 15"1· 711 • 78 - 701

I ' ' ;./ 8 7° 2.(, 30 :.

:r-0 I 3Z 4 AC.Rt..~

E~ rJI /1£11J£ b3 -,2 7t.(

1'3Y- '-/o t ' I

• Q

(/)

I( IC.HP\RO ... (.oNSTAiUC.t.

.BKAAJb T f ! V> - 331

0

B E, ) 1'.} (J A PAR.r or r P. Acno>JA L LDTs ~ ~ s--SK.,c>JDJ...J H) r-14 -AJ..) R J7-W F11 LLS TlX.utJ5H 1P

Crrv of Lol1At0 '\ioc.I'-. HJ (;1 CtJv ~.rr y Df\10

/

~ h ~ 0

.$l.P.L£ ) • '!: J.t:/

JO 3o 'l.0 40

PLAT fR€ PA RE:O FR.om A SURVEY

$'5 Coil ~~l't<. J- o IS­.S.(rc ", r-.14 Al R. 11. w

~/Ju.~ J'ou>N'S'-' •P.

SCALE '": l.O DATE: ~ - Z. -8<(

A<J C:J .;z.",., 11B<r /3 'r

APPROVED BY DRAWN BY .S 8 · U)

DRAWING NUMBER

Page 37: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

DESCRIPTION OF SURVEY OF THE EDITH HEINE TRACT

Being the tract of land in the name of Edith Heine as recorded in Deed Book 83 at page 274 and Deed Book 184 at page 401, Hocking Count1 Recorder's Office, said tract being situated in Fractional Lots 4 and 5 in Section 11, Tl4N, R17W, Falls Township, City of Logan, State of Ohio, and more particularly described as follows:·

Beginning at an "X" cut in the step common to the Edith Heine ·+R.Ac-f'" and the Richard Brandt tract on the south line of Fractional Lot 5 from which the southeast corner of said Fractional Lot 5' bears North 89° 41' 12" East a distance of 278.34 feet;

Thence leaving the south line of Fractional Lot 5 and with the east line of Spring Street the following two courses: [l]With a curve having a radius of 197.7 feet, along the chord, North 25 ° 18' I+" West a distan·ce of 83. 00 feet to a point, [ 2] With a curve having a rAP'/115 .of 4 6 8. 2 3 feet, along the chord, Nor tr 62° 26' 39" West a distance of 35.67 feet to a point;

Thence leaving the east line of Spring Street, and with the east line of a tract recorded in Deed Book 178 at page 707, North 2° 09' 24" East, passing through 5/8" iron pins with plastic identification caps set at 60.45 feet and at 107.45 feet, going a total distance of 141.45 feet to a 5/8" iron pin found;

Thence continuing with said east line, North 0) 51' 41" West a distanc of 22.09 feet to a 5/8" iron pin found;

, Thence continuing with said east line, North 0° 59' 45" West a distanc of 25.22 feet to a point on the south line of Hill Street;

Thence with the south line of Hill Street, North 87° 26' 36" East a distance of 62.84 feet to an iron pin found at the northwest corner of a tract as recorded in Deed Book 1~6 at page 331;

Thence leaving the south line of Hill Street, South 0° 02' 46" West, passing through a 5/8" iron pin with a plastic identification cap set at 141.36 feet, going a total distance of 282.99 feet to the place of beginning, containing0.324 acre, more or less, subject to all ease­ments of record.

The bearings used in the above described tract were derived from a previous survey and are for the determination of angles only.

The above described tract was Registered Surveyor No. 6044,

surveyed by George F. Seymour, Ohio August 2, 1989. ·

~~~

Page 38: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

t tJj °' (A frly fq 1/s 11

, 7 i. t-/A,_ ... p VO. ... l/ ( t;A-

' . ...._I ~~~~~~~~----+-~~~~~~-~..,___~~~~~~--/~ • -Z,' I

I -Z 7

I O<J .. ) ~

~ i. ,:.! .

~ )......._

~ ~

~

' ~ '-.I\

......

. ,

Page 39: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

CERTIFIED TO:

614-385-5954

CERTIFlCATION: WE HEREBY COOlFY 11-1'.T TiilS PIAT Of A MORTGAGE LOCATION SURVEY W/>S PREPARED FRO!I M:TUAL

FlEl.D MEASUREMENTS IN MXORO»IC£ WITH C!W'TER 4733-38, OHIO AOMINISlRATM: COOE. ~D IS NOT A BOUNIJAAV SURVEY

PURSl.WIT TD CIW'TER 4733-37 Of SAID CODE.

GEORGE F. SEYMOUR OHIO PROFESSIONAL SURVEYOR NO. 6044

RECORDER'S OFFICE .._,H=oc..,k,...in..,.g __ _ DEED BOOK OR OFFICIAL RECORD PAGE __

First Breman Bank Title First Agency

MORTGAGE SURVEY Situated in the State of Ohio, County of Hocking, Township of FAlls, City of Logan and being a part of Fractional Lot 4 and Fractional Lot 5 located in

Section 11, Township 14, Range 17.

REFINANCE

OWNER: Jeffrey M. and Rebecca L. Osburn

212 Spring Street Logan, Ohio 43138

HILL ST. (39.93') ~ 0 15 30 60 62.84'

scale: 1" = 30·------------t---~s~87!_0~2~6~'3r6~"w~---r-----------

Eaves of Garage encroach 0.46'

S00°59'45"E 25.22'

soo•51'41 "E

~ S02°09'24"W

34.00'

4.8'

Frame~ Gar. ~

18.0'

7.0'

O> O> ~.

2 Sty Frm w/Bsmt

Brick Porch

Brg=S62°39'51 "E ~ Chd=32.08'

R=468.26'

fl - 0 CD l(.) C') -• C\l ..... 0 ..j< • ..... 0

0 z

Brick Porch

Brg=S25°17'55"E Chd=83.29' R=198.07'

V Common steps and walk

,,.••""o""F"'"" .... ~ ... .·· '\ .. .. . . . () '•,

,./.__"f- •• ·"GEORGE .... :>-., f.,, ... F. ". 0 \

~ • ! SEYMOUR ! • ~ ~ ,)~ S-6044 .,, i ff ·., ..... .._:<>:: \t:-".f1 5 ~\'li-,.·'~/

## •• •• ' " ,p ....... '\ .-· ...... ,,, v l ....... · 1 11111111• 1

DATE: July 18, 1997

BY: JLC

Page 40: 3 t-SDL ';? JSCANS... · WILLIAM R. SHAW, P.E .. P.S. GEORGE F. SEYMOUR, P.5. Seymour-Shaw S Associates, Inc. Consulting Engineers & Surveyors PHONE 614. 385-4349 615 WALHONC'ING

~G~'::.:S: C..~·v:,~~ 7';o~u:"".'/"~~'\}< .. ~c.,~-:::o. /~-~ &/~~-:=:oi'":"::> CY-~ '\>·~~ .A._'-.;:5'.C::-V---\ .L..:.::S,Z·0 E:-=::. C~.)"'c.::·

L\ '-< -t··. c--·--l ·:> -c· ,. .. _ r... """> ~~ >"--' ,_ '":-:<·,--._:G 08'-\..~~-( . c...:,"2 -" '-....N '. I ,_::) "·-~ ~"':::::,.:.<:.- ..J "' • ,--·'°- ~ ~ -4... ....

-- for fi/,:>13 1°urpr.JSe.S Only -- No Pe.scrip f-i'oy)

·-No+ a Cotriple-l'e 5u.rvey

f j -;_s- . "'·'\r\<:Y'"·'<..A..-~

C,:).r-X .. 2S:\ , ~~. fo'2..C.

0 ,<:,?_ • \ ~_) 2- ' 9:'- . ~ :22..

er'.-..-..:::..<:.~ ')2.::::-~:S':::..:::J<~ ."::::;-.....k::'-;;Z2(~--'~.::::i. 03::.:i'::S

.... ~ ... "• ·~-~~____)