52
William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349 \ -.{ { r .J ,;I ..i vi f') j \J) j I j) <f- 111 .•.J.,,. t'- <;) C'o1 <:! < t-- :t \) ("l c! 7.. - 1.5 t-J & Oir S\--:...C l'L.(.)1'-\ :;._ L\) r::=r ... , ..... , _,, o 1s' ro' , .. :: 5() I So\A ... a\.Af\QT'ER, \5-l.J, '> l\N\ .2.00 - !.>'.!> '\\ \ ,\ \ \, \>:-°' \ ..,.,, \ "'.,,\ \ \ \ \ \ \ \ ' RA'-"\' P.., ...... ... E4 1'1S·v32. .... ' =-s/e·'l.11.0 .. , Prv f"""'o c I.() .t.,, SrA•e Oi< Owro CoN<R.HE © • PK N.Ai:L Fo1Al'-d) ·r o\;t N'-,. A\> S 0\..1..S 5v..RJ.._l{S No'r"i ,' Rt.\Are t> '\o Sv-P..06-'< 6'e'?r<10\A R. 9- \3-78 Mathematically Hocking County Auditor's Office . Date I0-17-84 CONomorw. APPROVAIJTRANSFER-Not to be used as separate building site er transferred as an independent parcel in th:· future without Planning Commission and/c health Dept. approval. SourH'-'.Jesr CoR.vfl( OF" r'J/£ \=RoN\ S'--'-Ru,•-< Ot--l '--\ - '. {___; $0•1T1N4Sr" oP l"llE So,-rnwe5r QuAarl"R.. o;: 5t.c.rroN -:J..'I, 1-1:2-1'1, R-10·...V r? o .... ct:o 5u.Rvt'(OQ /Jo,

Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Page 1: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S.

63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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A~~roved • Mathematically Hocking County Auditor's Office By~ . Date I0-17-84

CONomorw. APPROVAIJTRANSFER-Not to be used as separate building site er transferred as an independent parcel in th:· future without Planning Commission and/c health Dept. approval.

~ SourH'-'.Jesr CoR.vfl( OF" r'J/£

\0'-~T f->a..E.-PAR..i:~ \=RoN\ ~ S'--'-Ru,•-< MA~~ Ot--l '--\ - <\-~CJ ~y '.

{___; $0•1T1N4Sr" Qu~tU'£/i? oP l"llE So,-rnwe5r QuAarl"R.. o;: 5t.c.rroN -:J..'I, 1-1:2-1'1, R-10·...V ~;L11tL~ r? u~---

o .... ct:o PRoFE~!>rolV'1L 5u.Rvt'(OQ /Jo, '-Rlo~C>

Page 2: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

William R. Shaw & Associates, Inc. CONSULTING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S ..

63 WEST MAIN STREET LOGAN OHIO '13138 (614) 385-4349

Description of Survey for Ralph Polsley

. Being a part of the tract of land last transferred to Ralph and Esther Polsley as recorded in Deed Book 1 75 at page 632, Hocking County Recorder's Office, said tract being a part of the southwest quarter of Section 24, 'r12N, Rl8W, Laurel Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning for reference at a State of Ohio concrete marker found at the so~thwest corner of the southeast quarter of the southwest quarter bf Section 24, Tl2N, R18W, Laurel Township;

Thence with the quarter quarter section line, North 2° 37' 37" West, passing a 5/8" iron pin found at 501.74 feet, going a total distance of 771.08 feet to a 5/8" iron pin found, said iron pin being the principal place of beginning for the tract herein described;

Thence North 2° 37' 37" West a distance of 35.36 feet to a 5/8" iron pin f0tmd at the southwest corner of a O. 913 acre tract recorded in Deed Book 200 at page 63;

Thence with the south line of said 0.913 acre tract, North 75° 28 1 14" East a distance of 288 .85 feet to a PK nail found in the centerline of Township Road No. 232;

·rhence with the centerline of said road, South 20° 35' 02" East a distance of 50.00 feet to a point;

'rhence leaving the centerline of said road, South 78° 20' 33" West, passing a 5/8" iron pin found at 18.14 feet, going a total distance of 301.80 feet to the principal place of beginning, containing 0.2858 acres, more or less, subject to the right of way of Township Road No. 232 and all easements of record.

The bearings used were derived from a previous survey made by George F. Seymour on September 13, 1978, and are for the determination of angles only.

'rhe above description was prepared from a survey made on April 9th, 1986, by William R. Shaw, Ohio Professional Surveyor No. 6650.

!\~ ~ro~ed - Mathematically Hocking County Auditor's Office By~ DateJQ.:~

CONDITIOAAL APPROVAUTRANSFER-Not to be used as separata building site er trans!err~ as an independent parcel in the future without Pl1nning Commission and/or he~:th Dept approval.

Page 3: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Approve<I Mathemat1cally Hocking Cou~ty Engineer's offict

By (l---fH Date 10-W-1S-

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Page 4: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPrIW OF 31.3847 AC. TRACT

Being a part of a tract of land last transferred in Vol • .At8 , Pg6. <o11.- ,<-•& Hocking Co. Official Records, situated in the E 1/2 of he SW 1/4 of Sec. 24, Laurel

Twp., T-12N, R-18W, Hocking Co., Ohio, and being more particularly described as

follows:

Beginning at an iron pipe found on the SE corner of the 98. 3678 Ac. tract

described in O.R. Vol . .A.2>, Pg6.~"1c..~· 4

rrl1ence, with the north line of the 21.018 Ac. tract described in Vol. 172,

Pg. 041, N 82 degrees 07' 56 11 W a distance of 1149. 85 ft. to a point in the center

of Twp. Rd. No. 232, said point being referenced by an iron pin found which bears

N 78 degrees 14' 54 11 W a distance of 13.15 ft.;

Thence with the center of said Twp. Rd. No. 232 the following three (3)

courses:

1) N 7 degrees 19' 12 11 W a distance of 534.05 ft. to a point;

2) N 8 degrees 35' 29 11 W a distance of 147.00 ft. to a point;

3) N 35 degrees 42' 33 11 W a distance of 35.68 ft. to an iron pin set;

Thence, with a new line, N 9 degrees 06' 05" E a distance of 396. 31 ft. to

an iron pin set on the SW corner of a 20. 55 Ac. tract described in Vol. 203, Pg.

854;

Thence, with the south line of said 20. 55 Ac. tract, S 79 degrees 45' 53" E

a distance of 1389.53 ft. to an iron pin set;

Thence, with the east line of said E 1/2 of the SW 1/4, S 10 degrees 09' 36"

W a distance of 1021.85 ft. to the place of beginning, containing 31.3847 acres,

more or less, and being subject to the right-of-way of Twp. Rd. No. 232 and all

valid easements.

Cited bearings are based on the bearing system of the 5. 44 7 Ac. tract

described in Vol. 208, Pg. 725.

All iron pins described as being set are 1/2" X 30" with an attached plastic

identification cap.

The above description is the result of an actual survey made by Michael P ..

Berry, Ohio Registered Surveyor No. 6803, on March 31, 1994.

Approvecf M~thP.m'\t1r.~lfy

Hocking Courit~ c ng1neer ' :)ffttt By J4-n<I Datr- lo-1rl)

Page 5: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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William R. Shaw & Associates, Inc. CONSULTING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E., P.S.

63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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SUBDIVISlON REGULATiDNS WAIVED

P~N'!J.J1~.~~ALTH DE.PT. ~PPROVAL B~ ___ DME'f)Ht,,

Approved· Mathematically "Jtg Cou.niAuditor's Office By · dte 1--$ ... ft?

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Page 6: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

William R. Shaw & Associates, Inc. CONSULTING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E., P.S.

63 WEST MAIN STREET· LOGAN OHIO 43138 (614) 385-4349

Description of Survey for Ralph Polsley

Being a part of the tract of land last transferred to Ralph and Esther Polsley as recorded in Deed Book 175 at page 632, Hocking County Recorder's Office, said tract being a part of the southwest quarter of Section 24, Tl2N, R18W, Laurel·Township, Hocking County, State of Ohio, and being more particularly described ~s follows:

Beginning at a point on the west line of the southeast quarter of the southwest quarter of Section 24, Tl2N, Rl8W, from which a State of Ohio concrete monument found at the southwest corner of said quart':1r qnaTter bears South 2° 37' 37" East a distance of 100.00 feeb, and a 5/8'° iron pin with I.D. cap found bears North 89° OO• 19" West a dist~nce of 2.22 feet;

'l"hence with the west line of said quarter quarter, North 2° 37' 37" West a distance of 401. 74 feet t.o a 5/8" iron pin with I.D. cap found;

. '"fhence leaving the quarter quarter line, North 78° 20• 33" East, p;assing a 5/8" iron pin with I.D. cap found at 359.12 feet, going a total distance of 384.10 feet to a point in the centerline of Township R~ad No. 232J

Thence with the centerline of said road, the following five courses: l) South 20° 12' 51" East a distance of 88.70 feet to a nail found, 2) South 26° i1• 42" East a distance of 57.47 feet to a point, 3) South 39° 41 "· 28" East a disb'"lnce of 40.09 feet to a point, 4) South 55° 15' 50 .. East a di.stance of 76.73 feet to a point, and 5) South 61° 14' 27" East a distance of 43.74 feet to a point;

11he11ce leaving the center·line of sa.id road, South 7° 26' 39" East, passing a 5/0" iron pin with I.D. cap found at 21.39 feet, going a total distance of 187.77 feet to a 5/8" iron pin with r.o. cap found;

;r•hence South 83° 42 • 24" West a distance of 568. 54 feet to the place of beginning, containing 4.7647 acres, more or less, subject to the right of way of Township Road No. 232 and all easements of recorde

frhe bearings used were derived from a previous survey and are for the determination of angles only.

~rhe above description was prepared from a survey made on April 9, 1986, by William R. Shaw, Ohio Professional Surveyor No. 6650~

SUBDIVISION REGULATIONS -'NAIVED PENDING HEALTH DEPT. APPROVAL

B'f-®. / = h ~---------DATE 11_5-_:_?Jl, 5J-~-!~.~

v A~:>roved • MathemaUcafty Hocking County Auditor's Office

By¥= Data "7-Z.S-f&.

Page 7: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

PROFESSIONAL LANO 'HH<T of:. ;:~l'J,. /..or I IN 5£cl/ON 2.'1 g -;P,c, ,<I o/:: T11£ :5oun1wr;_sr

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Qu4-l<.TEA... <:_:")~ S£.C71o;'J / 3 / /2-N ';<_ 18 tJ

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01-l/0

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Page 8: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

EXHIBI".r "A"

Being a tract of land that is now or formerly in the name of Roy R. and Mary Wilson as recorded in Deed Book 202 at page 857, Hocking County Recorder's Of£ice, said tract being part of Fractional Lot 1 in Section 24 and part of the southwest quarter of Section 13, Tl2N, R18W, Laurel Township, Hocking county, State of Ohio and being more particularly described as follows:

Beginning at a 12 '' Elm 'l'ree ( 1986) found on the southwest corner of Fractional Lot 1 and the west line of Section 24;

Thence along the west line of Section 24, North 12 degrees 50 minutes 30 seconds East, crossing the calculated common corner to Sections 13, 14, 23, and 24 at 529.70 feet, going a total distance of 762.06 feet to a s;au X 30~ iron pin with a plastic identification cap set in the center of Township Road No. 232 on the west line of Section 13;

Thence leaving the west line of Section 13, and along the center of Township Road No. 232 the following twelve courses: [l] North 64 degrees 49 minutes 18 seconds East a distance of

19.26 feet to a point; [2] North 81 degrees 48 minutes 48 seconds East a distance of

40.25 feet to a point; [3] South 80 degrees 02 minutes 24 seconds East a distance of

52.94 feet to a point; (4] South 76 degrees 26 minutes 48 seconds East a distance of

122.39 feet to a point; [5] South 76 degrees 48 minutes 43 seconds East a distance of

723.05 feet to a 5/8 11 X 30" iron pin with a plastic identification cap aet in the intersection of ·Township Roads No. 232 and 49;

[6] South 77 degrees 06 minutes 36 seconds East a distance of 96.42 feet to a point;

(7) South 78 degrees 26 minutes 32 seconds East a distance of 112.26 feet to a point;

[8] South 56 degrees 31 minutes 40 seconds East a distance of 41.80 feet to a point;

[9) South 31 degrees 21 minutes 34 seconds East a distance of 38.54 feet to a point;

[10) South 00 degrees 35 minutes 37 seconds West a distance of 276.14 feet to a point;

(11) South 00 degrees 40 minutes 44 seconds West a distance of · 221.99 feet to a point, and;

[12J South 02 degrees 01 minute 37 seconds West a distance of 284.44 feet to a point on the south line of Fractional Lot l;

Thence leaving the center of Township Road No. 232 and along the south tine of rractional Lot 1, North 76 degrees 17 minutes 15 seconds West, passing through an iron pin with a plastic identification cap stamped "M.P.B.-6803" found at 15.33 feet, going a total distance of 1384.58 feet to the place of beginning, containing 7.7059 acres in Section 13 and 16.1099 acres in Section 24, for a total of 23.8158 acres, more or less, and subject to the right of way of Township Road No. 232 and all easements of record.

All 5/8" X 30 11 iron pins with plastic identification caps aet· are stamped "Seymour & Associates 11 •

The bearings used in the above described tract were based on monuments found on the west line of Section 24 as bearing North 12 degrees 50 minutes 30 seconds East and are for the determination of angles only.

The above described tract was surveyed by George F. Seymour, Ohio Professional surveyor No. 6044, July 18, 1995.

Approved Mat~emat1cally

H~kina. County Fnc•neer s olfiet fl ,_,,_.H-/ Vull' f}-/~

Page 9: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

t.. Av~ F;t- a.. 'I

PLAT OF A 3.000 ACRE TRACT FOR MIKE AND JANET BAZELL 3,, ool'lc. .

Situated in Laurel Township, Hocking County, Ohio; being part of the East half of the Southwest qua rte r of the Northwest qua rte r of Section 2 4, Township 1 2, Ra n g e 1 8.

Thomas & Eugena Walker 206-172 /

/

/

Center of Township~ // Road 232, //

Rocky Fork Road --- --~ /

Northeast corner of the Southwest quarter of the

Northwest quarter of Section 24

Betty Smith OR47-567

N38'27'34"E 41.94' ~

50 100

,"'-)<o,- Point of Beginning "' "' ~'")! f\,-

1;xJ~r.o· ~

S78'5 7 '7 5''t:-

LEGEND

Joseph & Janet Bazel!

OR63-888 & OR48-260,616,618 3.000 acres

N84'06'79''W - 308.92'

o 1 /2" iron pin with 1-1/4" plasHc ID cap stamped MPB found

The Mead Corp. 203-854

SCALE: • 5/8 "x 30'' iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set

REFERENCES: 1" = 100'

• PK nail set

REFERENCE BEARING:

Tax maps Deed descriptions Previous surveys Existing monumentation Existing public road

The North line of the Southwest quarter of the Northwest quarter of Section 24 as South 78 degrees 51 minutes 15 seconds East. Bearings are based upon an assumed meridian and are to denote angles only. ~.-Mathematlca~y

~ Q>UllJ ln&ldeer's offlu CERTI Fl CATION; Br JJtdw~ .... Jht• .. ~-'l:L'l:l1 I hereby certify that an actual surl~'y was made under my superv1s1on of the premises shown hereon on the 1 Oth day of April, 1997 and that the plat is a correct representation of the premises as described by said survey. ~ ~~ ;J

~ 'fr KV11;;:/f5-Re g 1 s eref Surveyor No. 6344

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138

(614) 385-4260

Page 10: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

SURVEY DESCRIPTION OF A 3.000 ACRE TRACT FOR MIKE AND JANET BAZELL

Situated in Laurel Township, Hocking County, Ohio; being part of the East half of the Southwest quarter of the Northwest quarter of Section 24, Township 12, Range 18; and being more particularly described as follows:

Beginning at a 11211 iron pin with 1-11411 plastic ID cap stamped MPB found at the Northeast corner of the Southwest quarter of the Northwest quarter of Section 24; thence South 9 degrees 42 minutes 44 seconds West a distance of250.67 feet to a 5/8 11 iron pin set, from which a 1/211 iron pin with 1-1/411 plastic ID cap stamped MPB found bears South 9 degrees 42 minutes 44 seconds West at a distance of 106.88 feet;

thence North 84 degrees 06 minutes 19 seconds West a distance of 308.92 feet to a 5/8" iron pin set; thence North 64 degrees 49 minutes 37 seconds West a distance of256.13 feet to a PK nail set in

the center of Township Road 232, Rocky Fork Road, and passing a 5/811 iron pin set at a distance of 226.13 feet;

thence with the center of said Township Road 232 the following three bearings and distances: 1) North 38 degrees 27 minutes 34 seconds East a distance of 41.94 feet to a PK nail set; 2) North 35 degrees 42 minutes 10 seconds East a distance of 124.62 feet to a PK nail set; 3) North 43 degrees 21 minutes 36 seconds East a distance of 78.21 feet to a PK nail set; thence leaving the center of said Township Road 232 South 78 degrees 51 minutes 15 seconds East

a distance of 437.12 feet to the point of beginning, passing a 112" iron pin with 1-1/4" plastic ID cap stamped MPB found at a distance of 27.29 feet and containing 3.000 acres more or less subject to the public easement of said Township Road 232 and any other public or private easements of record.

The above 3 .000 acre survey is intended to describe part of the 3 .1094 acre surveyed tract as deeded to Joseph and Janet Bazell, deed reference Volume OR 63, Page 888, and part of the East half of the Southwest quarter of the Northwest quarter tract as deeded to Joseph and Janet Bazell, deed reference Volume OR48, Pages 260, 616, and 618, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and an existing public road. The reference bearing for this survey is the North line of the Southwest quarter of the Northwest quarter of Section 24 as South 78 degrees 51 minutes 15 seconds East. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set by this survey are 5/8" by 3011 and are capped by a 1-11411 plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on April 10, 1997.

'''"''''"'"'"•fl11 011111111

·" r::: Qt- ... 'Ill-.,,,,, ~-< t::. r 0 ,,,,, ""''' ',(,'• ~ _\ ,~ ~ ..... 0 .......................... zo ·· .. . / / .. ··· LARRY .... .,\ \

: I p : : i . : i -u I GERSTNER j o: ~ i JJ \ S-6344 i o i . 0 \ . : \ ~·,-?. Ai~ I • '" ~ <".v.· h. ~ \. ~ "·· .... g IST'C.~~./ N,"<J / '•, i,SI& ................ ~ .. .

·•••·· liONAL c.\J .... ·· ,,., v , .. .. 111111111l~.·," • "':t::HH11o''''''

Survey by: Larry P. Gerstner - Engineering and Surveying

9 East Second Street - Suite A, Logan, Ohio 43138 385-4260

Page 11: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Approved • Malirnmatically Hocking County Engineer's Office

B~-· DATE "/-/Et?~

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Page 12: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF SURVEY FOR MR. & MRS. JAMES COFFILL

Being a part of the tract ofland last transferred in Vol. 151, Pg. 451, Hocking Co. Deed Records, situated in the SE 1/4 of the SE 1/4 of Sec. 24, Laurel Twp., T-12N, R-l 8W, Hocking Co., Ohio, and being more particularly described as follows:

Beginning at a State of Ohio concrete monument found on the SW comer of said SE 1/4 of the SE 1/4;

Thence, with the west line of said quarter-quarter section, N 10 degrees 32' 33" E, passing an iron pin set at 59.91 ft., going a total distance of74.91 ft. to a point in the center of Co. Rd. No. 11;

Thence with the center of said county road the following two (2) courses: 1) N 62 degrees 26' 59" Ea distance of 29.45 ft. to a point; 2) N 66 degrees 26' 11" E a distance of 48.46 ft. to a point; Thence, leaving Co. Rd. 11, S 8 degrees 12' 1 T' W, passing an iron pin set at

15.00 ft., going a total distance of 117.93 ft. to an iron pin set on the south line of Sec. 24; Thence, with said south line, N 81 degrees 29' 09" W a distance of 68.15 ft. to the

place of beginning, containing 0.1478 acre, more or less, and being subject to the right-of-way of Co. Rd. 11 and all valid easements.

Cited bearings are based on magnetic North as observed 9-13-00. All iron pins described as being set are 5/8" x 30" with an attached plastic

identification cap. The above description is the result of an actual survey made by Michael P. Berry,

Ohio Registered Surveyor No. 6803, on September 13, 2000.

,1Jproved • Matiie111at1cally Hocking County Engineer's Office

l'JY-/1-k-DATE~[..OO

CONDITIONAL APPROVAL/ TRANSFER Not to be used as separate building site or transferred as an Independent parcel in the future without Planning Commission and/or Health Department approval

Michael P. Berry

Page 13: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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~Proved - Mathematically , Hocki'!i County Auditor's Office Byf'V Date 1-1-<50

~SUBDIVISION REGULATIONS WAIVED PENDING HEALTH DEPT. APPROVAL

BY'~ 1°~~-r~IA~

DATE I -1 -150 '2--1?--$(.,

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Page 14: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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

William R. Show 6 Associates, Inc. Consulting Engineers & Surveyors

PHONE 614 • 385·4349

Description of Survey for Ralph Polsley

63 WEST MAIN ST.

LOGAN. OHIO 43138

Being a part of the tract of land last transferred to

Ralph and Esther Polsley as recorded in Deed Book 175 at·page

632, Hocking County Recorder's Office, said tract being a part of

the southwest quarter of Section 24, Tl2N, R18W, Laurel Town­

ship, Hocking County, State of Ohio, and being more particularly

described as follows;

Beginning at a State of Ohio concrete boundary marker found

at the southwest corner of the southeast quarter of the south­

west quar~er of Section 24, T12N, R18W;

Thence with the west line of said quarter- quarter section,

North 2° 37' 37" West a distance of 100.00 feet to a point, said

point being referenced by a 5/8" iron pin with I.D. cap set

which bears North 89° 00' 19" West a distance of 2.22 feet;

Thence leaving the west line of said quarter- quarter section,

North 83° 42' 24" East a distance of 568.54 feet to a 5/8° iron

pin with I.D. cap set;

Thence North 7° 26' 39" West, passing a 5/8" iron pin with

I.D. cap set at 166.38 feet, going a total distance of 187.77

feet to a point in the centerline of Township Road No. 232;

Thence with the centerline of said road, the following five

courses:

(1) South

(2) South

(3) South

63°

56°

38°

02'

31'

03'

36" East a distance of 253.60 feet to a point,

48" East a distance of 60.03 feet to a point,

09" East a distance of 52.83 feet to a point,

(4) South 14° (5) South lo

04'

28'

25" East a distance of 56.12 feet to a point, and

47" '>lest a distance of 97.81 feet to a 5/8"

iron pin found on the south line of Section 24;

'rhence with the section line, South 89° 33 • 48" West a distance

of 856.03 feet to the place of beginning, containing 3.4195 acres, .. more or less, subject to the right of way of Township Road No. 232

and all easements of record;

'rhe bearings used were der~ved from a previous survey and

are for the determination of angles only.

,.rhe above description was prepared from a survey made on

January 4, 1986, by William R. Shaw, Ohio Professional Surveyor

No. 6650.

Approved • Mathematicalf1 Hocking County Auditor's Office '~ e) I I

By Cfh~, Date~ / , / /;) ~ ;;lSUBDIVISION REGULATIONS WAIVED (,,/{/ ~...:_ ,

PENDING HE;:\LTH DEPT. APPROVAL

BY C~l,['~ DATE_.!_: 1-:0 (;--i~ ~U :;.a11t>·!er :J.--12-s1,

Page 15: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

Ll}t11(e1... 2- '1 PLAT OF A 5.000 ACRE TRACT FOR ROBERT LEWELLEN ;;001?~.

Situated in Laurel Township, Hocking County, Ohio; being part of the Southeast quarter of the Southwest quarter of Section 24, Township 12, Range 18.

LEGEND 0 5" elm tree found

• S/8 11

x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set

O 1-1/4" OD iron pipe found

A PK nail set

0 Damaged 5/8" iron pin found

N37'59'54"W _, 50.91'

N 14·01'1 o"w __,-/ 56. 12'

!\

23.90'

Approved 4 Mathematically Hocking County Engineer's Office

BY -/l!du2- DATE g__ 7-18

SUBDIVISION REGU~ATIONS WAIVED Hd1.-~,·11/ £,,av ... ty

BY fhHu1'!J Co..,~.DATE z ... Z.?-1 g

NST 17·53"[- 239.04'

Robert L. & Gloria M. Lewellen 172-41

5.000 acres

N _. ()1

0 o_

-Jo

VJ (J1

0 o.

Eugene Stipos OR1-781, 180-223

(/)

~ ~

+=-. N_

r>l I

+> --..j -Jo

__.

()l_

-1 0 -1 )> r

Goldie & James Shelpman Jr.

198-409 SECllON 24

1.50' 258.'\9' -----

z; _,U21~s~. o~o~· ___ 22~5~5 ·212.1~·::;:7-':':;:'.;:-:;~~;'7,~fm~-_:;,:;;;..:~-----7~s;[EcT10N 2s

1.50'~

SEC~l_ON_2_4__ _ SST 17 .53"W- 540.46' TOIAL

SE-CTION 25 I Southeast corner of the

V Center of Township Southwest quarter of Rood 232, Section 24

~ Rocky Fork Road Point of Beginning

I

REFERENCES:

Tax maps Deed descriptions Previous surveys Existing monumentation Existing public road

REFERENCE BEARING:

State of Ohio 109-155

0 50 100

SCALE:

1" = 100 1

The West line of the Southeast quarter of the Southwest quarter of Section 24 as North 2 degrees 37 minutes 37 seconds West. Bearings are based upon an assumed meridian and are to denote angles only.

CERTIFICATION: I hereby certify that an actual survey was made under my supervision of the premises shown hereon on the 5th day of August, 1998 and that the plat is a correct representation of the pre m is es as described by said survey.

Survey by: Larry P. Gerstner - Engineering and 9 East Second Street, Suite A, Logan,

(740) 385-4260

Page 16: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

SURVEY DESCRIPTION OF A 5.000 ACRE TRACT FOR ROBERT LEWELLEN

Situated in Laurel Township, Hocking County, Ohio; being part of the Southeast quarter of the Southwest quarter of Section 24, Township 12, Range 18; and being more particularly described as follows:

Beginning at a 5" elm tree found at the Southeast corner of the Southwest quarter of Section 24; thence with the South line of Section 24 South 87 degrees 17 minutes 53 seconds West a distance of 540.46 feet to a damaged 5/8" iron pin found in the center of Township Road 232, Rocky Fork Road, and passing 5/8" iron pins set at distances of 1.50 feet, 259.69 feet, and 525.46 feet;

thence with the center of said Township Road 232 the following three bearings and distances: 1) North 1 degree 33 minutes 12 seconds East a distance of 97.79 feet to a PK nail set; 2) North 14 degrees 01 minute 10 seconds West a distance of 56.12 feet to a PK nail set; 3) North 37 degrees 59 minutes 54 seconds West a distance of 50.91 feet to a PK nail set; thence leaving the center of said Township Road 232 North 4 7 degrees 40 minutes 3 8 seconds East

a distance of 434.45 feet to a 5/8" iron pin set and passing 5/8" iron pins set at distances of23.90 feet, 122.80 feet, and 272.80 feet,

thence North ·87 degrees 17 minutes 53 seconds East a distance of 239.04 feet to a 5/8" iron pin set, from which a 1-1/4" OD iron pipe found bears North 2 degrees 41 minutes 42 seconds West at a distance of 565.71 feet;

thence South 2 degrees 41 minutes 42 seconds East a distance of 4 71.15 feet to the point of beginning, passing 5/8" iron pins set at distances of 215.00 feet, 350.00 feet, and 469.65 feet, and containing 5.000 acres more or less subject to the public easement of said Township Road 232 and any other public or private easements of record.

The above 5.000 acre survey is intended to describe part of the 21.01782 acre surveyed tract as deeded to Robert L. and Gloria M. Lewellen, deed reference Volume 172, Page 41, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and an existing public road. The reference bearing for this survey is the West line of the Southeast quarter of the Southwest quarter of Section 24 as North 2 degrees 37 minutes 37 seconds West. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set by this survey are 5/8" by 30" and are capped by a 1-1/4" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on August 5, 1998.

..... ·····~;·E"a·~··0·············· •• .-< r '.t..~ ., ... (" ..... "\ ............... , )'~ '• . .. ···· -...; .. ······ "·· .... 0 ·· ...

! ./ LARRY \. \ f / \ ~ : : P. ~ s ~ -u f GERSTNER l ~ ; :rJ \ S-6344 I er; i ':Q\ /Q: \ """ \.1) ~ <) / ~ l \. ~" ·· .... G1srs~~ ....... \0 / ·· .. \,)& ·· .................. ··0~ .. ··

··· .. ,,, 10NAL SD ...... . ''•1,,,,,, ..... , ... ~·

11111'U01tJUt'1"

Approved - Mathematically Hocking County Engineer's Office

BY;f)Jw DATE _fi.-?-1-B

Survey by: Larry P. Gerstner - Engineering and Surveying

9 East Second Street, Suite A, Logan, Ohio 43138 385-4260

Page 17: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

l-"'1 v If~{., 2- 'f PLAT OF A 1.868 ACRE TRACT FOR ROBERT LEWELLEN I• 8 t,SAe. •

Situated in Laurel Township, Hocking County, Ohio; being part o,f the Southeast quarter of the Southwest q u a rte r of Section 2 4, Township 1 2, Range 1 8.

0 50 100

SCALE:

/

Center of Township Road 232,

Rocky Fork Road \ \ \

Robert L. & Gloria M. Lewellen

N26' 11'42"W- 9.45' 172-041

S39'41 '28"E- 40.09'

S55' 15'50"E 76.73'

S61'14'27"E 43.74'

1" = 100' Robert L. & Gloria M.

z --~ OVJ o-.......J oc,; o.---J.. ~

Lewellen OR89-552

1 .868 acres

1 oo.oo'

2.00' 95.00'

227 .96' 427 .96' TOTAL 2.00'

S83"42'24"W--

Point of Beginning

Southwest corner of the Southeast quarter of the

Southwest quarter of Section 24

REFERENCES:

Tax maps Deed descriptions Previous surveys Existing monumentation Existing public road

Approved - Mathematically Hocking County Engineer's Office

BYJJ--ILDATE '2.~5"-::JfJ SUBLM:S1UN tir.:GuLATIONS WAIVED PENDING .. HEALTH DEPT. APPROVAL

/l~c.-~1~ (.pvl.A.,:.Y

Goldie & Jomes Shelpman Jr.

198-409

LEGEND

O 5/8"x 30 11 iron pin with 1-1/4" plastic ID cap stamped LPG-6344 previously set

• 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set

6 PK nail previously set

.& PK nail set

D State of Ohio concrete monument previously found

® Damaged 5/8" iron pin found

-o- Utility pole

REFERENCE BEARING: BY fl"""tykldriJATE 7--1-7-18

The West line of the Southeast quarter of the Southwest quarter of Section 24 as North 2 degrees 37 minutes 37 seconds West. Bearings are based upon an assumed meridian and are to denote angles only.

CERTIFICATION: I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 31st day of July, 1998 and that the plat is a correct representation of the premises as described by said survey. f,4/d:--

Survey by: Larry P. Gerstner - Engineering and 9 East Second Street, Suite A, Logan,

(7 40) 385-4260

Surveyor No. 6344

Page 18: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

SURVEY DESCRIPTION OF A 1.868 ACRE TRACT FOR ROBERT LEWELLEN

Situated in Laurel Township, Hocking County, Ohio; being part of the Southeast quarter of the Southwest quarter of Section 24, Township 12, Range 18; and being more particularly described as follows:

Commencing for reference at a State of Ohio concrete monument previously found at the Southwest corner of the Southeast quarter of the Southwest quarter of Section 24; thence North 2 degrees 37 minutes 37 seconds West a distance of 100.00 feet to a 5/8" iron pin previously set; thence North 83 degrees 42 minutes 24 seconds East a distance of 140.31 feet to a 5/8" iron pin previously set and being the point of Beginning of the tract of land to be described;

thence North 32 degrees 55 minutes 46 seconds East a distance of291.96 feet to a 5/8" iron pin set and passing 5/8" iron pins set at distances of 100.00 feet and 200.00 feet;

thence North 50 degrees 25 minutes 38 seconds East a distance of 144.43 feet to a PK nail set in the center of Township Road 232, Rocky Fork Road, and passing a 5/8" iron pin set at a distance of 124.40 feet;

thence with the center of said Township Road 232 the following four bearings and distances: 1) South 26 degrees 11minutes42 seconds East a distance of 9.45 feet to a PK nail previously set; 2) South 39 degrees 41 minutes 28 seconds East a distance of 40.09 feet to a PK nail previously

set; 3) South 55 degrees 15 minutes 50 seconds East a distance of 76. 73 feet to a PK nail previously

set; 4) South 61degrees14 minutes 27 seconds East a distance of 43.74 feet to a PK nail previously set; thence leaving the center of said Township Road 232 South 7 degrees 24 minutes 18 seconds East a

distance of 187.61 feet to an existing utility pole and passing a damaged 5/8" iron pin found at a distance of 21.17 feet and a 5/8" iron pin set at a distance of 185.61 feet;

thence South 83 degrees 42 minutes 24 seconds West a distance of 427.96 feet to the point of beginning, passing 5/8" iron pins set at distances of 2.00 feet, 100.00 feet, and 200.00 feet, and containing 1.868 acres more or less subject to the public easement of said Township Road 232 and any other public or private easements of record.

The above 1.868 acre survey is intended to describe part of the 4.762 acre surveyed tract as deeded to Robert L. and Gloria M. Lewellen, deed reference Volume OR89, Page 552, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and an existing public r<;>ad .. The reference bearing for this survey is the West line of the Southeast quarter of the Southwest quarter of Section 24 as North 2 degrees 37 minutes 37 seconds West. Bearings are based upon an assumed: meridian and are to denote angles only. All iron pins set by this survey or previously set are 5/8" by 30" and are capped by a 1-1/4" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on July 31, 1998.

········;·~'"0"'"1

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..... .:..-\ .... )"""' l'"\ ... ~ : · ~A · ,~/'"\ ~v. IL : \ ''; ....... ~/STE.<?\ ....... ~"V l

·,·~ \.S' & ................... · 0 .l .... ,~.. zoNAL c..0 ······ ,,, v ,,.

#1:,,1,,, ,,,,,•'"' ''''""""""''9 East

Approved - Mathematically Hocking County Engineer's Office

BY~DATE /J-~:'{g ~~~TIONS WAIVED 1;UNOING HEALTH DEPT. APPROVAL . /lt>c.b- l~ ({)

BY //"~H if lA...,~DATE 7 ... Z 1-t( ~

Survey by: Larry P. Gerstner - Engineering and Surveying Second Street, Suite A, Logan, Ohio 43138 385-4260

Page 19: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

l

I

DESCRIPl'ION 01'' A EAf,\lE1i'l' rn ~HE SOU'l'Jl.EAST QUAR'L'E.R o~ 'l'FJ~ i:'OllrRl'.I•ll:'.~

QUAB'rER Oh' SEG.llO!~ 24. ,,'MN.S&P 12 I RANGE l.8iJ.AURAL 'l'OVINSIIP, ID~ COU1f.C!, OHIO,, :BEING MORE AC.QURA'l'EL.Y DESCRD.ED AS iOLLOW i

- .BEGINltUIG ~ THE NORTfil~ES'~ CORNEli OF TQ SOlJ~llEAS'f QlJARTE,R OP THE

SOUTliYwES~.1 Q,l}:AR'l'ER OF SEQlfiON 24 11 ':fO\~NSHI.£?1 12• RANGE 1.8,LAr.JRAL. 'IDWNSHII't

l:DCKING COUNTY, omo, THENCE f:,I1.L'II ~HE WEST LINE OF ~HE ABOVE MENTIONED

QUARfER SEC'.e'!ON LINE ootrrR 3!.10' EAS'l' A. DISTAUCE OF 4'"1: ~9 FEE]! riio A

ron1r 'NIE T.RUE J;LACE OF BEGINNING;; 'J?IWCE 10Rl'H. 7ai!.26• EAS'~ A DISTANCE

OF 201. ~o Fl!Z'l! 1'0 A iUINPJ:i 'rlf.ENCE NORTH 67!49 t EAS.C A-~ DISTANCE OF40. 70;

.lt'EET ~O A J:UL~'J!J ~HENCE NOR.CH '/ ~26' EAS't A DIWfA.NCE OF l.6 •. 96 F~VJ! '.00

'1'0 A SW<Et u:. 11'.iiE CElfl1ERLI.NE OF TOWNsm; ROAD 2 32,, 'J?BENCE CfITB THE <".)

CEill"EBLil'tE OF '~OWNSKt .. / ROAD 232 sor.rm ll-34 t E.AS2 A DISI1AllGE. OF 50.00

Fh"m TO A S~IKEJ.t 'l'BENCE SOU'.L'li 7 8°..26 IBES12 A DISTANCE OF 16-)U FEET '.00 A 0 .

i:OINTJ .. 'rHENOE SOUJ'2H. 89-Q 3 WEST A DISI'AlICE OF 40 .. ·ro FEET ·ro A 1-0INT~mlNOB .

SOtfl'H ~16!26 WESJ! A DIS'rANCE OF 206,4'/ :&1EE~ TO A tOilrfJ.; THENCE roam· ~10

WEgl A. DISTANCE OF ~'5•, ·i FEEr 1J10 A L-OINT 1.11.RE 'rRUE iLACE oF BEGINNING.

q/2:<2 Ac:l THIS LAND WAS SURVb'YED BY JOHN Y .. HORsr t RmIS"l'ERED SURVEYOR

NlMBER 4522 Ill MAX l9T3•

APPROVED HOCKING ·coUNTY ENGINEER'S OFFICE OAl . ·-- · ...

BY--------- /~0d1

i {Yl~'tf .

SOUTHERN OHIO LAND SURVEYING SERVICE, INC. 120 West 2nd. St. P. 0. Box 409

'1 W ellstoo, Ohio 45692 , Phone 384-6454

,, ' . / --~-. . .

Page 20: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

LA v I!. E t,. 2- t..f PLAT OF A 4. 762 ACRE TRACT FOR ROBERT LEWELLEN "/ #-*} t_ ~IJ,,_.

Situated in Laurel Township, Hocking County, Ohio; being part of the Southeast quarter of the Southwest quarter of Section 24, Township 12, Range 18.

50

SCALE:

1 '' = 100'

Falls Mill Enterprises, Inc.

OR30-6.34

Robert Lewellen 201-922

LEGEND o 5/8" iron pin with 1-1/4" plastic

ID cap stamped PROFESSIONAL SURVEYOR 6650 found

• 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set

_. PK nail set

D State of Ohio found

® 5/8" iron pin found

-o- Existing utility pole

Charles Putnam OR12-117

4. 762 acres

227.961

\

'· _-------Center of Township ~ Road 232, \ Rocky Fork Road

Robert L. & Gloria M. Lewellen

<' 172-041

""""9--- S26'11'42"E 57.47'

~--s39·41 '28"E 40.09'

~1---- S55" 15'50''E 76.73'

-I 0 -\ ):> I

N89'00' 19"W

2. 2 2' ~------ '-~40~·;,.3 i_' ------568.27' TOTAL

S83' 42'24''W-

z __. ~ OVJ O"-l ovJ' ow~

Point of Beginning

,..___ __ Southwest corner of the Southeast quarter

of the Southwest quarter

REFERENCE BEARING: of Section 24

Goldie & James Shelpman Jr.

198-409

REFERENCES:

Tax maps Deed descriptions Previous surveys Existing monumentation Existing public road

Appl'M6·~ Moctill COllfl ·b&llWt ow.

By _~.JJatt ..... 1.:_la:.i 7 The West line of the Southeast quarter of the Southwed 'quarter of Section 24 as North 2 degrees 37 minutes 37 seconds West. Bearings are based upon an assumed meridian and are to denote angles only.

CERTIFICATION: I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 6th day of January, 1997 and that the plat is a co~rrect representation of the premises as described by said survey. . f,~ i;t

Regi ~)"d ~ur~yor No. 6344

Survey by: Larry P. Gerstner - Engineering and Surveyin9 9 East Second Street, Suite A, Logan, Ohio 43138 \614) 385-4260

Page 21: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

SURVEY DESCRIPTION OF A 4.762 ACRE TRACT FOR ROBERT LEWELLEN

Situated in Laurel Township, Hocking County, Ohio; being part of the Southeast quarter of the Southwest quarter of Section 24, Township 12, Range 18; and being more particularly described as follows:

Commencing for reference at a State of Ohio concrete monument found at the Southwest corner of the Southeast quarter of the Southwest quarter of Section 24; thence North 2 degrees 37 minutes 37 seconds West a distance of 100.00 feet to a 5/8" iron pin set, being the point of Beginning of the tract of land to be described and from which a 5/8" iron pin with 1 .. 114" plastic ID cap stamped PROFESSIONAL SURVEYOR 6650 found bears North 89 degrees 00 minutes 19 seconds West at a distance of 2.22 feet;

thence continuing North 2 degrees 37 minutes 37 seconds West a distance of 401.68 feet to a 5/8" iron pin found;

thence North 78 degrees 21 minutes 21 seconds East a distance of 3 83. 96 feet to a PK nail set in the center of Township Road 232, Rocky Fork Road, and passing a 5/8" iron pin with 1 .. 114" plastic ID cap stamped PROFESSIONAL SURVEYOR 6650 found at a distance of 358.98 feet;

thence with the center of said Township Road 232 the following five bearings and distances: 1) South 20 degrees 12 minutes 51 seconds East a distance of 88. 70 feet to a PK nail set; 2) South 26 degrees 11 minutes 42 seconds East a distance of 57.4 7 feet to a PK nail set; 3) South 39 degrees 41 minutes 28 seconds East a distance of 40.09 feet to a PK nail set; 4) South 55 degrees 15 minutes 50 seconds East a distance of 76.73 feet to a PK nail set; 5) South 61 degrees 14 minutes 27 seconds East a distance of 43.74 feet to a PK nail set; thence leaving the center of said Township Road 232 South 7 degrees 24 minutes 18 seconds East

a distance of 187 .61 feet to an existing utility pole and passing a damaged 5/8" iron pin found at a distance of 21.1 7 feet and a 5/8" iron pin set at a distance of 185 .61 feet;

thence South 83 degrees 42 minutes 24 seconds West a distance of 568.27 feet to the point of beginning, passing 5/8" iron pins set at distances of 2.00 feet, 100.00 feet, 200.00 feet, and 427.96 feet, and containing 4. 762 acres more or less subject to the public easement of said Township Road 232 and any other public or private easements of record.

The above 4.762 acre survey is intended to describe all of the 4.7647 acre surveyed tract as deeded to Charles Putnam, deed reference Volume OR12, Page 117, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, an existing public road. The reference bearing for this survey is the West line of the Southeast quarter of the Southwest quarter of Section 24 as North 2 degrees 3 7 minutes 3 7 seconds West. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set by this survey are 5/8" by 30" and are capped by a 1 .. 1/4" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on January 6, 1997.

'"'''''"" 11IIlfl111, l~#ttt

········' ~'"' E. 0 /:=' 0 1,,.,~ ••• ""•' 0-<-.,... ......................... 0-/;···· ...•

,.·· ·\.. <jll~

l ,./ LARRY \ \ . : P. , : '. :0 { GERSTNER } ~ ·~ JJ \ S-6344 j CC i ~ \~ lE ! ~ '~G ~Q •.• 0 i \.('<·>·.)STE~ ... ·····,. .../ Survey by.· \)~)~ ............. ~~ ...... ..

',. _ 10N/lJ. 50 .. ~,,,.~·~ .. · Larry P. Gerstner - Engineering and Surveying

· · ·g'' East Second Street - Suite A, Logan, Ohio 43138 385-4260

Page 22: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

~l/UR..EL 2-l/ ? ... / eJ </lf /1-e- .

.. 5?)/:-::-~Y.AJC- A 9A~X a;=:- \f-V:::~ .SW /A <_:y=- ~,-1-v::=~ /'-J wjA.. c.~r=· -6/::---:..s:::~ .

.2.A, ..LA1..Je.f::J_ \\N?) '--\-- >:<AJ., R-)2:JW, l-\__~:S:-./'--\.G c_o. , 01--\:S::..c.:>

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..D.c:c.D::· .. .:J (A.:s ,<.J.o~b)

APPROVED LOGAN-HOCKING COUNTY

HEALTH DEPT.

Oate NOV 2 8 iqB'l O'~\\\ I

/Y\_.C_A b ~--.tl:>.

'/CC . :;2-0 -~ , PG . '2>'5"~

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Page 23: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF SURVEY FOR MR, & MRS. RICHARD SCHOEN

Being a part of a tract of land last transferred in Vol. 208, Pg. 585, Hocking Co.

Deed Records, situated in the SW~ of the NW~ of Sec. 24, Laurel Twp., T-12N, R-18W,

Hocking Co., Ohio, and being more particularly described as follows:

Beginning at an iron pin set on the NE corner of said SW~ of the NW~;

Thence, with the east line of said quarter-quarter section, S 9° 42' 29" W a dist-

ance of 357.39 ft. to an iron pin set;

Thence, with a ~ew line, N 60° 36' 57n W, passing an iron pin set at 531.59 ft., going

a total di.stance of.568.00 ft. to a point.in the center of Twp. Rd. No.;232;

Thence with the center of said twp. rd. the following two (2) courses:

1) N 35° 42' 10" E a distance of 124,62 ft. to a point;

2) N 43° 21' 36" Ea distance of 78.21 ft. to a point on the north line of said

SW!i; of the NW~;

Thence, with said north line, S 78° 51' 15" E, passing an iron pin set at 27.29

ft., going a total distance of 437.01 ft. to the place of beginning, containing 3.1094

acres, more or less, and being subject to the right-of~way of Twp. Rd. No. 232 and all

valid easements.

Cited bearings are based on the bearing system of the 25.24 acre tract described

in Vol. 206, Pg. )CZ.

All iron pins described as being"set are 1/2" X 30" with an attached plastic

identification cap.

The above description is the result of an actual survey made by Michael P. Berry,

Ohio Registered Surveyor No. 6803, on November 9, 1989.

APPROVED LOGAN-HOCKING COUNTY

HEAL TH DEPT.

Date --HGV 2 8 ' I q gq ~if1\

/)'} k (~,~~:> / S-v"\ Michael P, Berry ll6~(f3\-

, . _ _)

Page 24: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

,,--- ------ ---

l.,

~ 1!~ Ii}.

tt; ·~ t..:: ~ 11)

~~ ~' l\ ~~ ~~ ~ )i ~~ ~

CO~IC'RE Tc M1JA.iLJMENT

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(~.) : '..) ., .~

-;.S7i'l/E' J

t9. WYNQN/t )(/JlJFiW/1# av. 89 P s22

. 9/30//4 IJCRES

\

SUFJDIVISION REGULATIONS WAIVED Pf.NOING HEALTH DEPT. APPROVAL kt J .a?(V ..... L IY n= · ·· · · ·' ~,C/f. .. J(.J::~~9::~~·-··- · · · -. 1£.'.?.:Ll.6:

5cn1..S / ''.:..57),.

0Z.l?o;VhAI

• f? JG tV A71i:.

·\ " ..

z #eRe8Y GeHT/FY 7Jl.lfT AN ACTUAJ...·svnvev \IV.4S MIJJ:)/$ UIVOS/i' MYSl/PeR//15/0N Or 7/IE PHJ!JM/Sf=S S,M?Wh' #£1?$<),AI, OAI THE /31A D/}P cJrSe/::rreMl3ER 1978; ~Al.D #/PT r#E ,,cv;r iS /l COR/?eCT R.C-PRESe'IV7:4710M OP: 'T//E .PRe/J.l.lSB:S.

H.S D.t!/EHMl#'JSL) BY .Sh>/~.

c ,, Ir. ~I\. . ~r#JFO_/i~~o-n-·---~

()eol?GE F. ... 5eruo;;n- / A$s()Ch'lrR.s

SW COR., SE Ytt , f 3.CC . 2 -;1 PO.B, 2G 38..,.--: :349 Lo(t.u-9#,01110 ..._.. _______ ..._.... ...................... ___ ,,.._,,.......,._~"""'"'",._~-.... ... "4..,...._"•~~-,

· Svn>v 6R;kn> / (). · /) 1 He N

,:5 \II Y+ ... ---··-·--·-·- . ----SEC. 20'"

-----------....... -

Page 25: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

.. :,.· ..

P. 0. llo:x 26 GEORGE F. SEYMOUR & ASSOCIATES Engineering, Surveying & Mapping Service

Logan, Ohio 43138

Description of Survey for Urlin Aiken

Phone: 614/385-4349

t1 . ci txJ 1 1 "/ Ac.

Being a part of the southwest quarter of Section 24, Tl2N, Rl8W,

·yaurel Township, Hocking County, State of Ohio, and more particularly

described as follows:

Beg inning at a 5/8" iron pin set on the west 1 ine of the SOLltheast

quarter of the southwest quarter of Section 24, Tl2N, RlBW, from which

the southwest corner of the southeast quarter of the southwest quarter

bears, South 2° 37' 37" East a distance of 806. 4r) feet;

Thence with the west line of the southeast quarter of the sOLlthwest

quarter, North 2° 37' 37" West a distance of 18'1.43 feet to a 5/8" iron

pin;

Thence East a distance of 245.26 feet to a nail set in the center

of Township Road 232;

'I' hence with the center of said road, South 20° 5 7 • 14" East a dis­

tance of l19.69 feet to a nail;

Thence leaving the center of said road, South 75° 28' 14" West a

distance of 288.85 feet to the place of beginning, containing .9130

acre, more or less, subject to all leqal highways.

The above described tract was surveyed by George F. Seymour, Ohio

Registered Surveyor No. 6044, September 13, 1978. ,. -/ /,.,/

SurmrvrS!ON R[~~UU\ i 10~1·:; ·.•/ '; F!~i\D!f,,.~ HEALTH DEPT. .:HT~ ,)/ '.·-.,.,_) ..-.;·_j . J · · r~:-l.1.-._ .. {__,_-;e.~'sa..L~: c'"~. ,.,-

" D~f-::r'l\!F.D FOP TP/\l\)SFf:f.; ''n('f\ll'JG CUt.JiHY

J~'S t'iH: ·-c I

.,t '1 _· ••• ~•\:J ·- _ 0.1 rr /'? -... r:

<->~,; _, r·:~~-------·----;/ , .... "" . .,::-- '-</1.d ;_;,,:) /z· . /l,J:#n-tn, 1. • _...:.-<::. . .. . ~· - ...... .;- - /' . .~ '""'· - 7·~--- ~,..:.; ,,.., --.-----~·----·--·---...----·- .................. ,.

/ / >/

Page 26: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

1~~~:;~~';ifk·;~,.q,~.~~t:·timtttli%~~k~·cto~t;'Nfht1ad):CC\rs_i1 Anl Apf!iiabW ·.·. . .• . . . ..... ' ·.·.-.;.:"::( :f{t't,·~.:),·: ..

·•

Page 27: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

i. IJU te. ~L 2. 'f -'h , (}q~-::,1/ c.- ~

William R. Shaw & Associates, Inc.

p

CONSULTING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E., P.S.

I . 1 I !$0 ' 100

\'' -=lOO

rA-j ~AP:5 (lR~tJ ro-.t s s URV E-11' e. 'l Oi:DQ..6.-E Se,~M<>U R 1-13-78

~ ~A a.r .<.> ~ ~ WE nri. ~H,.. .,.., tl ro 45 E..~h\() U e_ ~ t.c.R.c.> E. t/ hA-TE i/) 9-13 -'?e

Ar,roved • Mathc.matically H~~ty Aud~'s Office

By ~ate -1/5?0_

\ \

63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

'\

\

~ t.:r;.J6- (4. ~ARI OF \~E.. Sov..-n..\w~~,- Q\)_AR-T~R Or= St.C..\SD)J lL/) \-\:L-N} R·\~'W,

\ ~~v.R.~~ \ ow>Jsµrp, \\oU<J,U6· \ \ C.0u.>JT'-( ) 0\~r b

Page 28: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E., P.S.

63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

Description of Survey for Bob Lewellen

Being a part of the tract of land last transferred to Ralph

and Esther Polsley as recorded in Deed Book 175 at page 632, Hocking

County Recorder's Office, said tract being a part of the southwest quarter of Section 24, T12N, Rl8W, Laurel Township, Hocking County,

State of Ohio, and being more particularly described as followsi Beginning at a 5/8" iron pin with I.D. cap set on the west

line of the southeast quarter of the southwest quarter of Section 24, T12N, Rl8W, from which a State of Ohio concrete boundary marker

found at the southwest corner of said quarter quarter .bears South

2° 37' 37" East a distance of 501.74 feet; Thence with the west line of s~id quarter quarter, North 2°

37' 37" West a distance of 269.34 feet to a 5/8" iron pin with I.D.

cap set; Thence leaving the quarter quarter section line, North 78° 20•

33" East,-passing a 5/8" iron pin with I.D. cap set at 283.66 feet,

going a total distance of 301.80 feet to a point in the centerline

of Township Road 232; Thence with the centerline of said road, South 20° 12' 51"

East a distance of 269.00 feet to a point; Thence leaving the centerline of said road, South 78° 20' 33"

West, passing a 5/8° iron pin with r.o. cap set at 24.98 feet, going a total distance of 384.10 feet to the place of beginning, containing 2.0943 acres, more or less, subject to the right of way of Township Road No. 232 and all easements of record.

The bearings used were rotated to a September 13, 1978 survey

made by George F. Seymo~~· The above description was prepared from a survey made on April

9th, 1986, by William R. Shaw, Ohio Professional Surveyor No. 6650.

Ar,roved • Mathemo~icoily

~County A"d'.~"it~I;. By Date - -

SUBDIVISION nf:'.GULATIGN~) WAIVED ·f:" PENDING 1-!El\LTH DEPT. APPr<OVJ\l.

BY _1r~--·------------·-- 01' TE A::J.L~.~-

w21~· VJLJ fl"'·• J.; "j a { ~o ·'J'V'. e- ·t-.~1t:lAL APPROVAUTRANSFER·N:t L c;~ h-d 17 : '2~ us~d &s sep&rat~ buildin3 sitJ c

t ·.rar~f:rred es an independent pJrcel 1J ti::

( 7 ~c.. M+~kj ) '.~kra without Phnniog Commission trd/r :dt~ Dept. approval.

Page 29: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

State of Ohio 88-303

: NWY4 pt. : 21.5 Ac.

~ a: 0 LL

Berniece T. Rising,et al

177 - 398 Total Ac.' 103. 52

Ac.

I ~

S EY4 of the NWY4 43.91 Ac.

Erne.st . Smith 114- 596 Total Acreage 119.03

-.,...------~ -----_ _.__ ________ __ \

\ N 1/2 NE 1/4 of the SW 114

20, 55 Ac.

S t/2 ·NE SW 21.0 Ac.

Eugene 6 C 18

I W'/2'

E

z ..._......,~...J.:-----z-.. '20.84 Ac. S 1/2 SW Pt.

Richard N- & Ruth E. Seely, et al ,

158- 053 ""N",,;rH t.-:~e.. / SW SW pt. o-t 1-. rr1 f$ 11'~'

33.15 Ac. n.Act-'

-TI{ M·f- t-~~ f ~J

Esther Polsley.

Tot. 8.035 Ac.

~ 175·632 7.122 Ac.

'SE SW Pt.

'

Robect L ~ 8

Gloria M. Lewellen

172 - 041'"''

Ac.

Gordie 8 JomH SheromonJr .

\

'

• _. .. _. ........ '~3~86~ ................. -c,. .... •'9•8··-409~~3·.4·2~Acm~..a-.. ...-~ .. --=~:- • .eai,...•m•----

SEC.' 25 f

Page 30: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

ii

r-/-,..,...t-::;//' /42

Page 31: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

... :c (?)

~ en 0 < :c t.'1 0 Ul

~ z

ell ~ :z: I- z 3 a:: i Ul Cl .,J

<

!~·

Dol13.ted, June 1982, by -~-~·--= ".,~r SEABR~GHT; P.E.~ P.S.

~>~(.::~~EER 1 949 - 1984

.{ f

/t~/5Ll:

i~ ~~

! :~ ~· '\ i [ ', ~

!-~'.:' ! s~. ; , ... l "•} I (,

_ J~-,;.- ~~:-:-~ __ JL-'l4 .:; .cc. 2 4 L/1.:./ 1r1

.:: 1 ;-~/ P /lee k1N6 CcUi/-/Y ()/?/O

APPROVED HOCKING CO!WfY ENGINEER'S OFFICE. DATE ;? ,- s ~ ----r~- - · BY a, E .

Page 32: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

CECIL GA'!•ES FROM JOHN HEIGLE P-t. SE~ SE~ Seo. 24, Laurel 'l'Wp.' 'l112N, R18W

Hocking County, Ohio

Being a trao·t of land situate Southeast Quarter of ·the Southeast Quarter

of Section 24, Laurel 'l'ownship, "1'12N, Rl9W, Hocking County and State of Ohio,

and lying south of Big Pine County Road and bounded on three aides by fences,

also further described as oommenc:lng at the northeast corner of said Southeast

Quart.or of the Southeast Quarter1 thence on the ·rownship Line South 8 degrees -

16 minutes • 18 seoonda West 223.88 feet to the center line of said County

nond for the place of beginning for said tract of land herein conveyed t ·thence

on the fence South 4 degrees ~ 19 minutes ~ 00 seconds West 122.06 feet to a

fence post and passing an iron pin at 28.83 faet and a second iron pin a1:. 111.83

:feet1 ·thence on a second fence South 77 degrees - 48 minutes .... 08 seconds

West 202.00 feet to a point1 thence South 70 degrees - 54 minutes • 21 seconds

West 98. 38 :feet to a fence post1 thenae South 83 degrees ... 12 minutes ..,. 50

seconds West 62. 71 :feet to a oorner post1 ·thence North 45 degrees • 21 minutes ...

53 seconds West 48.09 feat to an iron pint thence North 30 degrees - 12 minutes ·

02 seconds Wes-t 82.63 feet to a point in said center line of the road, ·and

passing an iron pin a·t 51.35 feetr thence on eaid center line 0£ the road North

73 degrees .. 25 minutes Eas·t 226 .67 feet to a. pointt ·thence North 00 degrees ..

17 minutes East 303.66 feet to the place of beginning, containing 1.4267 acres,

more or less, but aubjaat to the rights of said County Road. Also subject to

qas pipe line· rights.

This description was prepared by ~lbert Seabright, survoyor #753, froM

survey made by him August 20-24, 1974.

Page 33: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Page 34: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF 5.447 ACRE TRACT

Being a part of a tract of land last transferred in Vol. 177, Pg. 398, Hocking Co.

Deed Records, situated in the E~ of the SW!.i; of the NW!.i; of Sec. 24, Laurel Twp., T-12N,

R-18W, Hocking Co., Ohio, and being more particularly described as follows:

Beginning at a State of Ohio concrete monument found on the SW corner of said E~

of the SW~ of the NW~ of Sec. 24;

Thence, with the west line of said E~, N 9° 33' 45" E a distance of 842,02 ft. to

a point, said point being referenced by an iron pin found which bears N 82° 49' 20" W

a distance of 5.79 ft. and further referenced by a State of Ohio concrete monument found

on the NW corner of said E~ of the SW!.i; of the NW~ which bears N 9° 33' 45" E a distance

of 530.87 ft.;

Thence, with the south line of a 2.00 acre tract described in Vol. 154, Pg. 620,

S 82° 49' 20" E, passing an iron pin set at 133.29 ft., going a total distance of 153.29

ft. to a point in the center of Twp. Rd. No. 232;

Thence with the center of said Twp. Rd. the following five (5) courses:

1) s 70 16' 06" E a distance of 311. 76 ft. to a point;

2) s 70 46 1 16" E a distance of 205.96 ft. to a point;

3) s 60 50' 42" E a distance of 178.69 ft. to a point;

4) s 40 42' 1 /f" W a distance of 104.41 ft. to a point;

5) s 90 29' 38" W a distance of 90.70 ft. to a point on the south line of the

SW!.i; of the NW~.

Then.ce, with said south line, N 78° 25' 46" W, passing an iron pin set at 20.00 ft.,

going a total distance of 364.44 ft. to the place of beginning, containing 5,447 acres,

more or less, and being subject to the right-of-way of Twp. Rd. No. 232 and all valid

easements.

Cited bearings are based on the deed bearing of the north line of the 2.00 acre

tract described in Vol. 154, Pg. 620;

All iron pins described as being set are 5/8" X 30" with an attached plastic

identification cap.

The above description is the result of an actual survey made by Michael P. Berry,

Ohio Registered Surveyor No. 6803, on November 7, 1988.

App;ovcd - Matlrn:r:~~iL·~"; Hocking County Erjn.::r's c:i;:

By ~t- DateJte-ea Michael P. Berry

Page 35: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Page 36: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Page 37: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Page 38: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF SURVEY FOR MR. & MRS. RICHARD SCHOEN

Being the premises last transferred in Vol. 208, Pg. 585,

Hocking Co. Deed Records, situated in the SW 1/4 and in the SW 1/4

of the NW 1/4 of Sec. 24, Laurel Twp., T-12N, R-18W, Hocking Co.,

Ohio, and being more particularly described as follows:

Beginning at a state of ohio concrete monument found on the

NW corner of the NW 1/4 of the SW 1/4 of Sec. 24;

Thence, with the south line of a 21.5 Ac. tract transferred

to the state of Ohio in Vol. 88 I Pg. 303 I s 80" 0 I 19 II E a distance

of 705.40 ft. to a state of Ohio concrete monument found;

Thence, with the south line of the 5.447 Ac. tract described

in Vol. 208, Pg. 725, s 78° 25' 46" E, passing an iron pin

previously set at 344. 44 ft., going a total di stance of 3C.4. 44 ft.

to a point in the center of Twp. Rd. No. 232;

Thence, with the center of Twp. Rd. No. 232 the following

eight (8) courses:

"' 1) N 9 29' 38 11 Ea distance of90.70 ft. to a point; ~

2) N 4 42' 14" E a distance of 104.41 ft. to a point;

" 3) N 6 50' 42" W a distance of 178.69 ft. to a point; ~

4) N 7 46' 16" W a distance of 205.96 ft. to a point; 0

5) N 7 16' 06" W a distance of 311.76 ft. to a point;

6) N 10"32• 56" W a distance of 93.03 ft. to a point;

7) N 14' 48' 21" E a distance of 216.76 ft. to a point;

8) N 3800 27' 34" E a distance of 41.94 ft. to a point;

Thence, leaving Twp. Rd. 232 and with the south line of the

" 3.1094 Ac. tract described in Vol. 213, Pg. 21, S 60 36' 57 11 E,

passing an i ran pin previously set at 36. 41 ft., going a total

distance of 568. 00 ft. to an iron pin previously set on the east

line of the SW 1/4 of the NW 1/4 of Sec. 24;

Thence, with said east line and an extension thereof, S 10 °

08' 45" W a distance of 1638.61 ft. to an iron pin set;

Thence, with the south line of the 20.55 Ac. tract described 0

in Vol. 203, Pg. 854, s 79 45' 53" Ea distance of 1389.53 ft. to

an iron pin set on the east line of the SW 1/4;

Page 39: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

0

Thence, with said east line, S 10 09' 36 11 W a distance of

1021.85 ft. to an iron pipe found on the NE corner of the 21.018

Ac. tract described in Vol. 172, Pg. 041;

Thence, with the north line of said 21.018 Ac. tract, N 82

07' 56" W a distance of 1149. 85 ft. to a point in the center of

Twp. Rd. No. 232;

'rhence, with the north line o f the 0. 913 Ac. tract described 0

in Vol. 200, Pg. 63, N 78 14' 54 11 w, passing an iron pin found at

13.15 ft., going a total distance of 245.26 ft. to an iron pin set;

Thence, with the north line of the 33.15 Ac. tract described

in O,R. Vol. 30, Pg. 634, N 79 02' 13 11 W a distance of 1374.35 ft.

to an iron pin set on the west line of Sec. 24; {)

Thence, with said west line, N 9 44' 38" E a distance of

1677. 09 ft. to the place of beginning, containing 98. 3678 acres,

more or less, and being subject to the right-of-way of Twp. Rd. No.

232 and all valid easements.

Cited bearings are based on the bearing system of the 5. 447

Ac. tract described in Vol. 208, Pg. 725.

All iron pins described as being set or previously set are

1/2" X 30" with an attached plastic identification cap.

The above description is the result of an actual survey made

by Michael P. Berry, Ohio Registered Surveyor No. 6803, on March

31, 1994.

/\p}il'oved • Ma!hr.r1M\lr.~ Ii; !locking ~untJ Enainm's o)fa:J '/J ·;P,•.lJJ•to.Jh·JfJ".11

0

Page 40: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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·----.... -_...,._,,,,.. ____ _....,.....__. ___ . ______________________ _

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SEYMOUR·Sl AW & r~ssoCl/\TEG, INC. 6i5 WAUICNDI :b AVE. ·LOGAN, OHIO 49138 t CL. 38G4349

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Page 41: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

WILLIAM R. SHAW, P.E.

GEORGE F. SEYMOUR. P.$.

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

PHONE

614 - 385-4349

DE)scr. ipt ion of .~3urvE:1y .for u r. Ll n i\ iJ<.(~n.

6f!5,WALHONOING AV~·;.

LOGAN. OHIO 43138

Beino a part of thf~ r:;outhwest cp.-iarter of Section 24, T.l2N, f-'.18W, Laurel Township, Hockinq County, State of Ohio, and more particularly described as follows:

Be~r inn.inn at a State of Ohio concrete boundary marker found on the southwest cor.ner o.f the southeast quarter of the southw(~st quurter Of Section 24, 'rl2N, Pl8W;

'rhence with UH~ we~~t line of said quart.er quarter Sf.~cl:i.on, North 2° 37' 17" W<~st a dist<lnce of 806.45 feet to a '5/8" iron pin corner;

1rhenc':1 leavinq sa.id west: line, North 75° 28 • 14., East a distance of 287.30 fpr~t ton point in the center of Township ~~oad 232;

Thence with the Cf?nter of said road the following nine courses: (1) south 20° 12' (31" East a ~Hstance of 407.70 feet:,;t~Q . .-a· nai~,: ... (2) south 26° 11' 42" Bast a distance of.:r.·f:)7.47 feet ·tq\;a·:·po.int,./ (1) so·utn.39° 41 '. 28" East a:.dist(lnce o:f/40.09 feet t~-'N,a· po,lnt.t ·. ('1) South55° 15-' 50° East·,a{distanca·ot:.76•73 feet:·tP£<t 1 ·p9int,._ ( 5) Sotttfi 63° 02 • · 36° East a··:.aisfance. of ·z.9.8. 93 fe$t···.',tSH(·i,lrPP1,rit/,, ( 6) Soltt.h .56° -31 '· 48" East ~-a':. (f'.j:st'ance. of j;~J:.,{)3 feet_ to<j~·: .. po.int1 .-.· ( 7) South 38° 03'<;ogu East ·if distance oe:·;-:.5.t, 8,3 feet to·/;-i:(.point,<·· ( R) South 111° 04' 2C)" East a di.st.ance of ·56. i 2 feet to a· po.int, (9) South 1° 28' 47" ih~st: a d.ist.ance of 97.81 feet to a S/8 11

ir.on pi.n set on the south line of Sc-?ction 24; Th~:nce leavinq tht~ center of said road and with the. south

line of Sf~ction 24, South gqo 33• 118" West a distance o'f 8.56.28 fE:?.Ht to the place of bf:?!qinnina, contc1ininq 10.542 acres,. more or lc~ss, subject .to thE~· riqht-~of way of 'Pownship Road· 232 and all e~sements of record. _

'rhe nbove de8cribed tract was surveyed by Geor9e·.,F. Seymour, Ohio Registered Surveyor No. 6044, Septemb~r f3, 1978.

Approved .. Mathematically

Hocking County Eugineea's Offica ~ BJ ~ fev Data 1- Ji.. ... ot>

',,··r:·.

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Page 42: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

~r ;rn'r.tl • II athem3t1CJllY Hcdlina Co~nty En11necrs offitli

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Page 43: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF SURVEY FOR MEAD LAND SERVICES, INC.

Being a part of a tract of land last transferred in Vol. 200, Pg. 204, Hocking Co.

Deed Records, situated in Frac. Lot No. 2 of Sec. 24, Laurel Twp., T-12N, R-18W, Hocking

Co., Ohio, and being more particularly described as follows:

Beginning at a concrete monument found on the SW corner of said Frac. Lot No. 2;

Thence, with the west line of Sec. 24, N 10° 22' 51" Ea distance of 860.63 ft. to

a 12" elm tree found on the NW corner of said Frac. Lot No. 2;

Thence, with the north line of said Frac. Lot, S 78° 44' 54" E, passing an iron

pin set at 1369.25 ft., going a total distance of 1384.58 ft. to a point in the center

of Twp, Rd. No. 232 (Rocky Fork Rd.);

Thence, with the center of said Twp. Rd. No. 232 the following four (4) courses:

1) s 9° 13' 53" W a distance of 433.64 ft. to a spike nail set;

2) s 30° lQ I 30" W a distance of 50.56 ft. to a spike nail set;

3) s 07° 03' 45" W a distance of 153.73 ft. to a spike nail set;

'•) s 56° 30' 13" W a distance of 385.76 ft. to a point, said point being the NE

corner of a 2.00 acre tract described in Vol. 154, Pg. 620, and being referenced

by a spike nail set which bears S 56° 30' 13" W a distance of 5.80 ft.

Thence, leaving said Twp. Rd. and with the north line of said 2.00 acre tract, N

82° 49' 20" W a distance of 275 "~iO ft. to a concrete monument found on the NE corner

of a 21.50 acre tract last transferred to the State of Ohio in Vol. 88, Pg. 303;

Thence. with the north line of said 21.50 acre tract, N 78° 5.3' 54" W a distance

of ~q~.55 ft. to the place of begb1ning, containing 25.2401 acres, more or less, and

being subject to the right-of-way of Twp. Rd. No. 232 and all valid easements.

Cited bearings are based on the deed bearing of the north line of the 2.00 acre

tract described in Vol. 154, Pg. 620.

All iron pins described as being set are 1/2" X 30" with an attached plastic

identification cap.

The above description is the result of an actual survey made by Michael P. Berry,

Ohio Re~gis tered Surveyor No. 6803, on September 23, 1986.

Awoved • MJthematicJlly Hccking Cour.t1 En;;inecr's office

By ~ Z't DJte f'1~'"(ffe

/,l?l,.__fl CJ;>·~ Michael P. Berry #6~~

Page 44: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

2.L Ol182. ACRES

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BElN GA PART Of THE SOOTH EA ST QUARTE.R Of !HE SOUTHWEST CUARTER OF SE.C.. 2.4, LAUREL TwP, T-l'2.N,R-)8W, HOC.KlhlG CO., D'HlO

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Page 45: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

WILLIAM R. SH/\W, P.E.

G,i;oRGE F. SEYl'viOUR, P.S.

Seymour~Shaw G Associates, Inc. Consulting Engineers & Surveyors

PHONE

614 - 385-4349

Description of Survey for Orlin Aiken

615 WALHONOING AVE.

LOGAN. OHIO 43138

~ ~ Being a part of the southeast quarter of the southwest quarter of Section 24, Tl2N, R18W, Laurel Township, Hockinq County, State of Ohio, and more particularly described as follows:

Beginning at a 5 inch elm tree marking the southeast corner pk.. the southeast quarter Of the southwest quarter of Section 24, Tl2N, R!Ji:f;­

Thence with the south line of Section 24, South 87° 12' 10 11 West a distan6e of 540.66 feet to a 5/8'' iron pin set in the center of Township Hoad 232;

Thence leaving said south line and with the center of said road the following nine coursesl (1) North 1° 28' 47" East a distance of 97.81 feet to a point, (2) North 14° 04' 25" West a distance of 56.12 feet to a point, (3). North 38° 03' 09" West a distance of 52.83 feet to a point, (4) North 56° 31' 48" West a distance of 60.03 feet to a point, (5) North 63° 02 • 36" Hest a distance of 298. 93 feet to a point, (6) North 55° 15' 50" West a distance of 76.73 feet to a point, (7) North 39° 41' 28° West a distance of 40.09 feet to a point, (8) North 26° 11' 42" West a distance of 57.47 feet to a nail, and (9) No:t"th 20° 12' 51" West a distance of 527.23 feet to a nail;

Thence leaving the center of said road, North 86° 04' 20" East a distance of 1149:40 feet to an iron p]n found on the east line of the southwest quarter of said section;

Thence with said east line, South 2° 44' 57" East a distance of 1036.85 feet to the place of beginning, containing 21.0178 acres, more or less, subject to the right of way of Township Poad 232 and all easements of record.

The above described tract was surveyed by George F. Seymour, Ohio Registered Surveyor No. 6044, March 22, 1979.

Approved· Matllematrcally Hockln& COUntJ En&iDWI Offict

By. ~a.. Date 4,1.,,~77

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Page 46: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Page 47: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF 20.6556 AC. TRACT

Being a part ofa tract ofland described in Vol. 151, Pg. 141, Hocking Co. Deed Records, situated in the SE 1/4 of the SE 1/4 of Sec. 24, Laurel Twp., T-12N, R-18W, Hocking Co., Ohio, and being more particularly described as follows:

Beginning at an iron pin set on the SE comer of Sec. 24; Thence, with the south line of said section, N 79 degrees 48' 3 7" W a distance of

1345.49 ft. to an iron pin previously set on the SE comer of the 0.1478 Ac. tract described in O.R. Vol. 179, Pg. 58;

Thence, with the east line of said tract, N 8 degrees 12' 17" E, passing an iron pin previously set at 102.93 ft., going a total distance of 117.93 ft. to a point in the center of Co. Rd. NO. 11;

Thence with the center of said county road the following twelve (12) courses: 1) N 67 degrees 33' 09" Ea distance of 74.18 ft. to a point; 2) N 63 degrees 06' 25" Ea distance of 71.39 ft. to a point; 3) N 55 degrees 29' 23" Ea distance of 31.16 ft. to a point; 4) N 48 degrees 39' 41" Ea distance of72.04 ft. to a point; 5) N 44 degrees 07' 51" Ea distance of 140.80 ft. to a point; 6) N 44 degrees 54' 18" Ea distance of 116.93 ft. to a point; 7) N 49 degrees 3 7' 46" E a distance of 87.41 ft. to a point; 8) N 51degrees07' 39" Ea distance of 199.01 ft. to a point; 9) N 53 degrees 51' 56" Ea distance of 50.42 ft. to a point;

10) N 62 degrees 49' 23" Ea distance of73.84 ft. to a point; 11) N 73 degrees 24' 36" Ea distance of 64.53 ft. to a point; 12) N 81 degrees 26' 20" Ea distance of 188.12 ft. to a point; Thence, leaving Co. Rd. 11 and with the westerly and southerly boundaries of the

1.4267 Ac. tract described in Vol. 210, Pg. 189, the following five (5) courses: 1) S 25 degrees 12' 06" E, passing an iron pin found at 31.28 ft., going a total

distance of 82.84 ft. to an iron pin found; 2) S 41 degrees 47' 04" Ea distance of 48.88 ft. to a wooden fence post found; 3) N 86 degrees 47' 39" Ea distance of62.71 ft. to a wooden fence post found; 4) N 74 degrees 29' 16" Ea distance of 98.38 ft. to a wooden fence post found; 5) N 81 degrees 13' 40" Ea distance of282.39 ft. to a point on the east line of

Sec. 24, said point being referenced by an iron pin found which bears N 9 degrees 34' 53" Ea distance of 11.03 ft.;

Thence, with the east line of Sec. 24, S 10 degrees 12' 48" W a distance of 93 2. 13 ft. to the place of beginning, containing 20.6556 acres, more or less, and being subject to the right-of-way of Co. Rd. No. 11 and all valid easements.

Cited bearings are based on magnetic North as observed September 13, 2000. All iron pins described as being set are 5/8" X 30" with an attached plastic

identification cap. The above description is the result of an actual survey made by Michael P. Berry,

Ohio Registered Surveyor No. 6803, on March 6, 2001.

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Page 48: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

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Page 49: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF SURVEY FOR MR. & MRS. DAN COFFILL

TRACT "A":

Being a part of a tract of land described in Vol. 454, Pg. 679, Hocking Co. Official Records, situated in the SE V4 of the SE V4 of Sec. 24 Laurel Twp., T-12N, R-18W, Hocking Co., Ohio, and being more particularly described as-follows:

Beginning at a stone monument found on the NW corner of said SE V4 of the SE V4; Thence, with the north line of said quarter-quarter section, S 78 degrees 43' 42" E a distance

of 541.29 ft. to an iron pin set; 'thence with new lines the following two (2) courses:

1) S 9 degrees 16' 26" W a distance of 451.42 ft. to an iron pin set; 2) S 24 degrees 41' 41" E, passing an iron pin set at 97.59 ft., going a total distance

of 125.18 ft. to a point in the center of Co. Rd. No. 11 (Big Pine Rd.); Thence with the centerline of said county road the following twelve ( 12) courses:

1) S 62 degrees 49' 23" W a distance of 16.38 ft. to a point 2) S 53 degrees 51' 56" W a distance of 50.42 ft. to a point; 3) S 51degrees07' 39" W a distance of 199.01 ft. to a point; 4) S 49 degrees 37' 46" Wadistance of87.41 ft. to a point; 5) S 44 degrees 54' 18" W a distance of 116.93 ft. to a point; 6) S 44 degrees 07' 51" W a distance of 140.80 ft. to a point; 7) S 48 degrees 39' 41" W a distance of 72.04 ft. to a point; 8) S 55 degrees 29' 23" W a distance of31.16 ft. to a point; 9) S 63 degrees 06' 25" W a distance of 71.39 ft. to a point; 10) S 67 degrees 33' 09" W a distance of74.18 ft. to a point; 11) S 66 degrees 17' 02" W a distance of 48.12 ft. to a point; 12) S 62 degrees 26' 59" W a distance of 29.45 ft. to a point on the west line of the

SE V4 of the SE V4; Thence, leaving Co. Rd. 11 and with said west line, N 10 degrees 35' 01" E, passing an iron

pin set at 52.00 ft., going a total distance of 1247.71 ft. to the place of beginning, containing 12.3857 acres, more or less, and being subject to the right-of-way of Co. Rd. 11 and all valid easements.

Cited bearings are based on the bearing system of the 8.000 Ac. tract described in O.R. Vol. 185, Pg. 54.

All iron pins described as being set are 5/8" X 30" with a 1 W' plastic I.D. cap stamped "M.P.B. S-6803".

The above description is the result of an actual survey made by Michael P. Berry, Ohio Registered Surveyor No. 6803, on September 1, 2011.

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Page 50: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF SURVEY FOR MR. & MRS. DAN COFFILL

TRACT "B":

Being a part of a tract of land described in Vol. 454, Pg. 679, Hocking Co. Official Records, situated in the SE Yi of the SE Yi of Sec. 24 Laurel Twp., T-12N, R-18W, Hocking Co., Ohio, and being more particularly described as·follows:

Beginning at an iron pin set on the NE corner of said SE Yi of the SE Yi; Thence, with the east line of Sec. 24 and the west line of Falls Twp., S 10 degrees 32' 32" W,

passing an iron pin set at 214.39 ft., going a total distance of 238.69 ft. to a point in the center of co: Rd. 11 (Big Pine Rd.);

Thence leaving said section line and with the north boundary of the 1.4267 Ac. tract described in 0.R. Vol. 306, Pg. 929, the following two (2) courses along the general centerline of said Co. Rd. 11:

1) S 82 degrees 5 5' 31" W a distance of 3 05 .13 ft. to a point; 2) S 78 degrees 24' 56" W a distance of 226.67 ft. to a point;

Thence continuing with the centerline of Co. Rd. 11 the following three (3) courses: 1) S 81degrees26' 20" W a distance of 188.12 ft. to a point; 2) S 73 degrees 24' 36" W a distance of 64.53 ft. to a point; 3) S 62 degrees 49' 23" W a distance of 57.46 ft. to a point;

Thence leaving co. Rd. 11 and with new lines the following two (2) courses: 1) N 24 degrees 41' 41" W, passing an iron pin set at 27.59 ft., going a total

distance of 125.18 ft. to an iron pin set; 2) N 9 degrees 16' 26" E a distance of 451.42 ft. to an iron pin set on the north line

of the SE Yi of the SE Yi; Thence, with said north line, S 78 degrees 43' 42" E a distance of 863. 72 ft, to the place of

beginning, containing 7.6987 acres, more or less, and being subject to the right-of-way of Co. Rd. 11 and all valid easements.

Cited bearings are based on the bearing system of the 8.000 Ac. tract described in O.R. Vol. 185, Pg. 54.

All iron pins described as being set are 5/8" X 30" with a 1 W' plastic I.D. cap stamped "M.P.B. S-6803".

The above description is the result of an actual survey made by Michael P. Berry, Ohio Registered Surveyor No. 6803, on September 1, 2011.

Michael P. Be?! #6803 c °t ,(a'""/ I~ -----

Page 51: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349
Page 52: Hocking County, OhioSCANS) SURVEYS...William R. Shaw & Associates, Inc. CONSUL TING ENGINEERS & SURVEYORS WILLIAM R. SHAW, P.E .. P.S. 63 WEST MAIN STREET LOGAN OHIO 43138 (614) 385-4349

DESCRIPTION OF 48.7817 ACRES TRACT FOR STEVEN AND TARA PASCOL

Being all of the tracts of land described in OR 164-531, Hocking County Official Records, situated in the southwest quarter of Section 24, Laurel Township, T-12N, R-18W, Hocking County, Ohio, and being more particularly described as follows:

Beginning at a State of Ohio concrete monument found on the northwest corner of the southwest quarter of Section 24;

Thence with the north line of said southwest quarter, South 80°01'04 11 East, a distance of 705 .46 feet to a State of Ohio concrete monument found on the west line of Lot 3 in "Rocky Fork Subdivision"(Plat Cabinet 2, pages 19 and 20);

Thence with the west and south lines of Lot 3 of the "Rocky Fork Subdivision", the following two(2) courses: I) South 09°31'0611 West, a distance of 6.66 feet to a Gerstner pin found at the southwest corner of

said Lot 3; 2) South 78°28'16 11 East and passing a Gerstner pin found at 334.34 feet, going a total distance of

364.34 feet to a point at the southeast corner of said Lot 3 and in the centerline of Township Road 232(Rocky Fork Road);

Thence with the west line of"Rocky Fork Subdivision", and the centerline of Township Road 232, the following fourteen(l4), courses:

I) South 11°49'41 11 West, a distance of 642.51 feet to a point; 2) South 12°56'4011 West, a distance of 258.00 feet to a point; 3) South 05°05'3011 West, a distance of 45.36 feet to a point; 4) South 16°16' 14" East, a distance of 36.12 feet to a point; 5) South 42°54'39" East, a distance of 35.60 feet to a point; 6) South 70°07'09 11 East, a distance of 52.93 feet to a point; 7) South 82°47'55 11 East, a distance of 153.53 feet to a point; 8) South 78°09'33 11 East, a distance of 57 .95 feet to a point; 9) South 67°35'5 l 11 East, a distance of 35.15 feet to a point; 10) South 48°05'59 11 East, a distance of 29.54 feet to a point; 11) South 27°37'08" East, a distance of 32.53 feet to a point; 12) South 08°45'35" East, a distance of 136.81 feet to a point; 13) South 07°22'54" East, a distance of 534.77 feet to a point; 14) South 07°49'48" East, a distance of 118.90 feet to a point;

Thence leaving Township Road 232 and with the south and west lines of the 0.9130 acre tract described as tract 4 in said ORI 64-531, the following two(2) courses:

I) South 87°13'20" West and passing an iron pin set at 65.35 feet, going a total distance of 288.85 feet to an iron pin set;

2) North 08°55'32 11 East, a distance of 183.52 feet to a 1/2 inch iron pin found on the north line of the 33.15 acres tract described in OR559-289;

Thence with the north line of said tract, North 79°02'13 11 West, a distance of 1374.35 feet to an iron pin set on the west line of Section 24;

Thence with said west line, North 09°44'02" East, a distance of 1677.83 feet to the place of beginning, containing 48.7817 acres, more or less and being subject to the right-of-way of Township Road 232 and all valid easements.

Cited bearings are based on the west line of the southwest quarter as running North 09°44'02 11 East.

All iron pins described as being set are 5/8 inch by 30 inches with a 1-1/4 inch plastic ID cap stamped "MPB S-6803''. All Gerstner pins described as being found are 5/8 inch with a 1-1/4 inch plastic ID cap stamped "LPG-6344"

The above description is the result of actual surveys made March 31, 1994 and March 22, 2016 by Michael P. Berry, Ohio Registered Surveyor P.S. 6803.