PLArr OF ACRE TRACrf, A 34.269 ACI~E rfRACT, 0 A 97.640 :.a A 13.018 ACRE rrRACT, AND A 31.585 ACRE TRACT FOR 0 BAILEY FARMS PARTNERSHIP

Situated in Good Hope Township, Hocking County. ; being port of Fractional Lot 4 of Section 22 and ports of Fractional Lots 4, 8 and the Northwest quarter of Section 23, all of Township 13, Range 18.

Theodore R. & Dora REFERENCE BEARING: Newman Owner 1 03-25 The West line of Section 23 as North 6 degrees 52 nrinutes 05 seconds West. Unknown I Bearings are based upon on assumed meridian and ore to denote angles 0•1ly.

REFERENCES: Tax maps 1880 mops ~ 0:::: Deed descriptions 1- Previous surveys u 0 Existing mo nu mentation <( LL. Existing fence lines 0:::: Existing public roods 1- I- u Michael & Joyce <( Bailey w OR10-637 0::: 0:::: u 1- <( ,.,,....' w i=-· N19.55'40"E 0:::: 84.22' ~ "si u o._ N20' 12'27"E 0'/JV' <( - ~,.....,, 91.64' ~ 13.018 ACRE TRACT :::r: ....,, l_ewis & Cons1:.ance N41'57'32"E DORIS DUPLER, TRUSTEE, L() (/) u LEGEND 86.11' ~ Barbini ET AL 206--135 CX) 0::: • Point S41'57'32"W~ 150-640, OR7-190 fl. L() w 1 .47' 0 z )( Point in the '- ® 1/2" iron pin found . I­ _w 0 D::: O 5/8" iron pin found Sue Gosnell Cur--. •n 174-370 _r-• © • -1 /?" OD icon pipe found w <( ::r: ~Jorth right of way 0::: ~ A PK nail set N33°21 '58"W ____ _, LL. lfJ 97.640 ACRE TRACT U.S. r'oute 33 1- D Stone found 156.50' u %: • Concrete monument fourd DORIS DUPLER, TRUSTEE, <( u ;:::: I South right of way <( >­ N33'23'52"W __,./-' ET AL w 150-640, OR7-190 County Road 27, 0 0:::: _J 86.95' 1- Bailey Raad 1- ~I 't. ' ! ~ <( South right of way .J 1·'\U<)l "'' , • <.O w I U.S. Route .3.3 . w m u'- ~. Cl.. 6'. ~ "N 0::: ,...... _ (j) ._,, N15'23'39"W- --- 30.526 ACRES SECTION 23 "" u I <( ,_c.,"""" I 68.58' -- S84' .34': 5"E I N 15' 39' 1O"E -~--. 104.97' Sue Gosnell CX) 179-606 71.96' __ ,,, I c.~1 - South right of way LL 0, ;;v' ~ U.S. Route .3.3 ~ Q? S75'40'00"W ST1'29'29"W- 105.02' North right of way - 0 0 ,() 'b' 01 I ~ r~~. "' J? (;] 64.32' \ S78'48'52"W \ S75'46' 42"W- 83.95' County Rood 34, I"') < 54.73' \ s 10•45,49 .. E_ 40.00. Buena Vista Rood I­ s79·45'35"w ~ <( I 55.52' S72' 44' 33"W :;:::: " ... - '1-c>"•·g_o_:___ -- N~5~·45"w- 735.17' ·~ 56'11'19'~~ _J N85'39'00"E S8.3'01 '54"W 56.63' \""' 1•55 N - ~ ·-- Hock1n 41.72' ~---Cer\cr of 69.96' "' S75' 1 -- - _.- - 60 oo' - - -- 9_c;:9untv Co '> o._ N81'39'00"E ,,,.. "'J S49'43'55"W 92.07' ------, ''£-- . --:.L_ rnrn; . , , U.S. f'oute .33 ,.._ () OA".1l _.E_J - s \ o· 4-6 49 06' S?5·oy Buena Vi ,E,;.t_o!'<:~ 67 .114 ACRES SECTION 22 44.138' 1- A 124.08' N8T39'oo"E ,()a· S79'08'37"W , g"E- 448. 01"[_ so Rood ...... a· r 241.56' J?R 51.79' N5D'01 2 692.21· -- - -\_ )z, NN5~2~·o~s~·~s3~,'~'E:.-~~~...... _;.:.::..:.:.:::.:::___.....>--0.;o. S52' 43'55"w-----_ _... ·\ \ ...... o °' " 152.53 109.56' S69'53'20"W fhe Ohio Power Co. Center of '., /...._... ,..· LARRY "·, 42.75' 93--153 County Rood 34, Cosey & Sheldene South r'ght of way__,,/. :"': P. ".o \_ N77'39'00"E ---.....?uena Vista Road Lingerak --- NJ0·09 •06 "w County Road 34, ~. : GERSTNER .• 66.00' 299.54' rDTAL Elueno Vista Road OR36-25 ~-._ .,,:·."',(" S-6314 ....,.:"'=~; S4/"5 !'39"W- 40.89' ·-,v··. 61 r c~.··~ S68' 43 •55 "w -. . s 1 ' • S.38'34'53"W- 57.79' ··-. ,p • ...... ··~ N42'39'44"W ______. ,,,- N72' 39' 44"W 1 28.04' ..... v t . 133.32' ...... __ ~J59'50'0J"E "'' ' " " ' ' ''' '' 112.20' VJ S70'43'55"W 0 S34'26'54"W- 90.98' 1 00.00' S48'4.3'55"W- 47.52' 75.90' ~ io Marguerite McGrady Z -S37'10'16"W- 68.31' N79'29'57"W- S74'44'06"W- 29.61' OR6-119, 104-16J 98.93' s54·15'5o"w- 23.62' N84' 16'05"W S40' 113'53"W- 98.79' 31 .585 ACRE TRACT 49.50' DORIS DUPLER, TRUSTEE, Helen Manuel S76'43'55"W / N76'20'16"E­ 47.52' , Point of Beginning ET AL 169-.383. 220-136 1 11 . 54' ,~ 97.640 acre tract N7'34'20"E S67'43'55"W r 150-640, OR7-190 /. w 42.~IO' 83.1 6' 'ST!' 15 •5o"w Larry P. Gerstner 108. 90' S61'43'55"W N '37'D1 [:AT L L "w 555·52's9"w 149.16' I hereby certify that an actual survey was made under my supervision of the premises shown 12/l~J/'l' \173'36'56"W 159 .06' 183.413' Center of hereon on the 15th doy of December, 199 7 and that the plot is a correct represenlotion of the 76.53' County Rood 34, NBS 37'01 "W 400 600 premises as described by said survey ._ /_/ , ·, SHEET Buena Vista Road 125.40' -~--~ . - ~~ - David & Barbara ,]'"" .J ·,.,,,/, ~--~ Crawford Regisler~d Surveyor No. 6344 l 193-582, 199-98 Scale 1 "'------' 200' SURVEY DESCRIPTION OF A 97.640 ACRE TRACT FOR BAILEY FARMS PARTNERSHIP

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lots 4, 8 and the Northwest quarter of Section 23, all of Township 13, Range 18; and being more particularly described as follows: Commencing at a stone found at the Southwest comer of the Northwest quarter of Section 23; thence with the West line of Section 23 North 4 degrees 48 minutes 23 seconds East a distance of 159.62 feet to a 5/8" iron pin found in the center of County Road 34, Buena Vista Road, and being the point of Beginning of the tract of land to be described; thence continuing with the West line of Section 23 North 6 degrees 03 minutes 18 seconds East a distance of 438.16 feet to a damaged stone found; thence leaving the West line of Section 23 and going into Section 22 South 49 degrees 43 minutes 55 seconds West a distance of 44.88 feet to a 5/8" iron pin set; thence South 52 degrees 43 minutes 55 seconds West a distance of 109.56 feet to a PK nail set; thence South 24 degrees 58 minutes 55 seconds West a distance of 233.64 feet to a 5/8" iron pin set; thence South 68 degrees 43 minutes 55 seconds West a distance of 128.04 feet to a 5/8" iron pin set; thence South 70 degrees 43 minutes 55 seconds West a distance of 75.90 feet to a 5/8" iron pin set; thence North 84 degrees 16 minutes 05 seconds West a distance of 49.50 feet to a 5/8" iron pin set; thence South 76 degrees 43 minutes 55 seconds West a distance of 111.54 feet to a 5/8" iron pin set; thence South 67 degrees 43 minutes 55 seconds West a distance of 83.16 feet to a 5/8" iron pin set; thence South 61degrees43 minutes 55 seconds West a distance of 75.90 feet to a 5/8" iron pin set; thence South 48 degrees 43 minutes 55 seconds West a distance of 4 7.52 feet to a 5/8" iron pin set; thence South 74 degrees 44 minutes 06 seconds West a distance of 29.61 feet to a 5/8" iron pin set, from which a 5/8" iron pin found bears South 18 degrees 30 minutes 11 seconds East at a distance of 69.52 feet; thence South 64 degrees 15 minutes 50 seconds West a distance of 23.62 feet to a 5/8" iron pin set; thence South 51 degrees 15 minutes 50 seconds West a distance of 4 7.52 feet to a 5/8" iron pin set; thence South 77 degrees 15 minutes 50 seconds West a distance of 108.90 feet to a 5/8" iron pin set; thence South 85 degrees 45 minutes 50 seconds West a distance of 46.20 feet to a 5/8" iron pin set; thence South 73 degrees 15 minutes 50 seconds West a distance of 72.60 feet to a 5/8" iron pin set; thence South 88 degrees 45 minutes 50 seconds West a distance of 63.36 feet to a 5/8" iron pin set; thence South 38 degrees 15 minutes 50 seconds West a distance of 48.18 feet to a 5/8" iron pin set; thence South 18 degrees 15 minutes 50 seconds West a distance of 54.12 feet to a point; thence South 41degrees15 minutes 50 seconds West a distance of 122.76 feet to a 5/8" iron pin set; thence South 49 degrees 23 minutes 00 seconds West a distance of 116.50 feet to a 5/8" iron pin set; thence South 83 degrees 22 minutes 59 seconds West a distance of 149.16 feet to a 5/8" iron pin set; thence North 83 degrees 37 minutes 01 second West a distance of 125.40 feet to a PK nail set in the

pavement of said County Road 34; I thence with and then leaving the pavement of said County Road 34 South 81 degrees 22 minutes 59 seconds West a distance of 111.54 feet to a 5/8" iron pin set; thence South 84 degrees 22 minutes 59 seconds West a distance of 96.3 6 feet to a 5/8" iron pin set; thence South 84 degrees 52 minutes 59 seconds West a distance of 161.70 feet to a 5/8" iron pin set; thence North 83 degrees 37 minutes 01 seconds West a distance of 62.04 feet to a point; thence South 65 degrees 52 minutes 59 seconds West a distance of 183.48 feet to a 5/8" iron pin set; thence North 82 degrees 37 minutes 01 second West a distance of 159.06 feet to a 5/8" iron pin set; thence North 73 degrees 36 minutes 56 seconds West a distance of 76.53 feet to a 5/8" iron pin found; thence North 80 degrees 17 minutes 31 seconds West a distance of 132.16 feet to a 5/8" iron pin found; thence North 60 degrees 29 minutes 56 seconds West a distance of 68.74 feet to a 5/8" iron pin set; thence North 40 degrees 34 minutes 20 seconds East a distance of 47.28 feet to a 5/8" iron pin set and passing a 5/8" iron pin set at a distance of 18.24 feet; thence North 72 degrees 34 minutes 20 seconds East a distance of 95.04 feet to a PK nail set; thence North 60 degrees 04 minutes 20 seconds East a distance of 90.42 feet to a 5/8" iron pin set; thence North 71 degrees 34 minutes 20 seconds East a distance of 116.82 feet to a 5/8" iron pin set; thence North 53 degrees 34 minutes 20 seconds East a distance of 67.98 feet to a 5/8" iron pin set; thence North 67 degrees 04 minutes 20 seconds East a distance of 66.00 feet to a 5/8" iron pin set; thence North 52 degrees 04 minutes 20 seconds East a distance of 209.88 feet to a 5/8" iron pin set; thence North 7 degrees 34 minutes 20 seconds'East a distance of 42.90 feet to a 5/8" iron pin set, from which a 5/8" iron pin found bears North 79 degrees 29 minutes 57 seconds West at a distance of 98.93 feet;

1 thence North 76 degrees 20 minutes 16 seconds East a distance of 4 7.52 feet to a 5/8" iron pin set; thence North I degree 39 minutes 44 seconds West a distance of 59.40 feet to a point; thence North 53 degrees 20 minutes 16 seconds East a distance of 152.46 feet to a 5/8" iron pin set; thence North 72 degrees 39 minutes 44 seconds West a distance of 133.32 feet to a 5/8" iron pin set; thence North 42 degrees 39 minutes 44 seconds West a distance of 112.20 feet to a point; thence North 63 degrees 04 minutes 38 seconds East a distance of 232.28 feet to a 5/8" iron pin found; thence North 82 degrees 08 minutes 53 seconds East a distance of 182.63 feet to a 5/8" iron pin set; thence North 77 degrees 39 minutes 00 seconds East a distance of 66.00 feet to a 5/8" iron pin set; thence North 81 degrees 39 minutes 00 seconds East a distance of 124.08 feet to a 5/8" iron pin set; thence North 87 degrees 39 minutes 00 seconds East a distance of 241.56 feet to a 5/8" iron pin set; thence North 85 degrees 39 minutes 00 seconds East a distance of 69.96 feet to a 5/8" iron pin found; thence North 30 degrees 01 minute 41 seconds East a distance of 200.03 feet to a 5/8" iron pin found; thence North 30 degrees 05 minutes 42 seconds East a distance of 208.80 feet to a 518" iron pin found; thence North 15 degrees 39 minutes I 0 seconds East a distance of 71.96 feet to a 5/8" iron pin found; thence North 15 degrees 23 minutes 39 seconds West a distance of 68.58 feet to a 5/8" iron pin 1 found; • thence North 33 degrees 21 minutes 42 seconds West a distance of 238.36 feet to a damaged 5/8" iron pin found; thence North 33 degrees 23 minutes 52 seconds West a distance of 86.95 feet to a 5/8" iron pin found; thence North 33 degrees 21 minutes 58 seconds West a distance of 156.50 feet to a 5/8" OD iron pipe found; thence North 5 degrees 45 minutes 38 seconds East a distance of 328.77 feet to a 5/8" iron pin set, from which a 112" iron pin with 1-114" plastic ID cap stamped MPB found bears South 41 degrees 57 minutes 32 seconds West at a distance of 1.47 feet; thence North 41 degrees 57 minutes 32 seconds East a distance of 86.11 feet to a I /2" iron pin found; thence North 20 degrees 12 minutes 27 seconds East a distance of 91.64 feet to a damaged 1/2" iron pin found; thence North 19 degrees 55 minutes 40 seconds East a distance of 84.22 feet to a 5/8" iron pin set; thence North 20 degrees 04 minutes 02 seconds East a distance of 233.56 feet to a 5/8" iron pin set on the South right of way of County Road 27, Bailey Road, and passing a damaged 112" iron pin found at a distance of 226.17 feet; thence with the South right of way of said County Road 27 the following six bearings and distances: 1) South 67 degrees 31 minutes 52 seconds East a distance of 47.78 feet to a 5/8" iron pin set; 2) South 63 degrees 32 minutes 27 seconds East a distance of 411.62 feet to a 5/8" iron pin set; 3) South 65 degrees 26 minutes 47 seconds East a distance of 487.47 feet to a 5/8" iron pin set; 4) South 66 degrees 37 minutes 19 seconds East a distance of 500.00 feet to a 5/8" iron pin set, passing a 5/8" iron pin set at the Section line at a distance of 312.11 feet, and passing a 5/8" iron pin set at a distance of 466.50 feet; 5) South 62 degrees 13 minutes 24 seconds East a distance of 651.92 feet to a 5/8" iron pin set and passing a 5/8" iron pin set at a distance of 26.62 feet; 6) South 88 degrees 25 minutes 24 seconds East a distance of 161.55 feet to a 5/8" iron pin set on the South right of way of U.S. Route 33; thence leaving the South right of way of said County Road 27 and with the South right of way of U.S. Route 33 the following four bearings and distances: I) South 62 degrees 44 minutes 11 seconds East a distance of 395.98 feet to a 5/8" iron pin set; 2) South 63 degrees 34 minutes 54 seconds East a distance of 192.30 feet to a 5/8" iron pin set; 3) South 84 degrees 34 minutes 15 seconds East a distance of I 04.97 feet to a 5/8" iron pin set; 4) with a curve to the right having a radius of 4173.18 feet and a chord bearing South 57 degrees 15 minutes 37 seconds East at a distance of 532.02 feet to a 5/8" iron pin set on the North right of way of County Road 34, Buena Vista Road; thence leaving the South right of way of U.S. Route 33 and with the North right of way of said County Road 34 the following four bearings and distances: 1) South 6 degrees 11 minutes 19 seconds West a distance of 41. 72 feet to a 5/8" iron pin set; 2) North 86 degrees 17 minutes 45 seconds West a distance of 735.17 feet to a 5/8" iron pin set; 3) South 78 degrees 11 minutes 56 seconds West a distance of 434.90 feet to a 5/8" iron pin set; 4) South I 0 degrees 46 minutes 49 seconds East a distance of 40.00 feet to a PK nail set in the center of said Buena Vista Road; thence leaving the North right of way of said County Road 34 and with the center of said County Road 34 the following seventeen bearings and distances:

2 1) South 75 degrees 46 minutes 42 seconds West a distance of 83.95 feet to c:i PK nail set; 2) South 77 degrees 29 minutes 29 seconds West a distance of 105.02 feet to a PK nail set; 3) South 78 degrees 48 minutes 52 seconds West a distance of 54.73 feet to a PK nail set; 4) South 72 degrees 44 minutes 33 seconds West a distance of 56.63 feet to a PK nail set; 5) South 71 degrees 13 minutes 14 seconds West a distance of 64.45 feet to a PK nail set and passing a PK nail set at a distance of 31.59 feet; 6) South 72 degrees 11 minutes 49 seconds West a distance of 104.26 feet to a PK nail set; 7) South 75 degrees 40 minutes 00 seconds West a distance of 64.32 feet to a PK nail set; 8) South 79 degrees 48 minutes 35 seconds West a distance of 55.52 feet to a PK nail set; 9) South 83 degrees 01 minute 54 seconds \Vest a distance of 92.07 feet to a PK nail set; 10) South 79 degrees 08 minutes 3 7 seconds West a distance of 51. 79 feet to a PK nai I set; 11) South 69 degrees 53 minutes 20 seconds West a distance of 42.75 feet to a PK nail set; 12) South 59 degrees 23 minutes 58 seconds West a distance of 43.10 feet to a PK nail set; 13) South 4 7 degrees 57 minutes 39 seconds West a distance of 40.89 feet to a PK nail set; 14) South 38 degrees 34 minutes 53 seconds West a distance of 57.79 feet to a PK nail set; 15) South 34 degrees 26 minutes 54 seconds West a distance of 90.98 feet to a PK nail set; 16) South 3 7 degrees 10 minutes 16 seconds West a distance of 68. 31 feet to a PK nail set; 17) South 40 degrees 18 minutes 53 seconds West a distance of 98.79 feet to the point of beginning, containing 97.640 acres more or less, with 67.114 acres more or less being in Section 22 and 30.526 acres more or less being in Section 23, and subject to the public easement of County Road 34 and any other public or private easements of record. The above 97.640 acre survey is intended to describe part of Tract Tv.:o, Parcels One, Two, Three, and Five as deeded to Doris Dupler Trustee, et al, deed references Volume 150, Page 640, and Volume OR 7, Page 190, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monurnentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 as North 6 degrees 52 minutes 05 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 December 15, 1997.

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

3 SURVEY DESCRIPTION OF A 34.269 ACRE TRACT FOR BAILEY FARMS PARTNERSHIP

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lot 8 and the Northwest quarter of Section 23, both of Township 13, Range 18; and being more particularly described as follows: Commencing at a point taken to be the Northwest corner of Section 23; thence with the West line of Section 23 South 6 degrees 52 minutes 05 seconds West a distance of 248.82 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described; thence continuing with the West line of Section 23 South 6 degrees 52 minutes 05 seconds West a distance of 27.72 feet to a 5/8" iron pin set; thence leaving West line of Section 23 South 80 degrees 17 minutes 23 seconds East a distance of 66. 73 feet to a 1-112" OD iron pipe found; thence South 57 degrees 35 minutes 35 seconds East a distance of 171.60 feet to a 5/8" iron pin set; thence South 74 degrees 15 minutes 3 5 seconds East a distance of 323 .40 feet to a point in the Hocking River; thence North 80 degrees 24 minutes 25 seconds East a distance of 247.50 feet to a point in the Hocking River; thence North 84 degrees 24 minutes 25 seconds East a distance of 227.70 feet to a 5/8" iron pin set; thence North 81 degrees 31 minutes 25 seconds East a distance of 58. 77 feet to a 5/8" iron pin set, from which a damaged 1-112" OD iron pipe found bears North 73 degrees 54 minutes 36 seconds East at a distance of 2.05 feet; thence North 80 degrees 24 minutes 25 seconds East a distance of 85.80 feet to a 5/8" iron pin set; thence North 63 degrees 24 minutes 25 seconds East a distance of 69.96 feet to a 5/8" iron pin set; thence South 82 degrees 35 minutes 35 seconds East a distance of 330.00 feet to a 5/8" iron pin set; thence North 71 degrees 42 minutes 25 seconds East a distance of 222.90 feet to a 5/8" iron pin set; thence South 88 degrees 06 minutes 09 seconds East a distance of 335.02 feet to a 1-1/2" OD iron pipe found; thence South 5 degrees 44 minutes 43 seconds West a distance of 192.49 feet to a PK nail set in the center of County Road 10, Rockbridge A Road; thence with the center of said County Road 10 the following five bearings and distances: 1) South 78 degrees 02 minutes 45 seconds West a distance of 50.09 feet to a PK nail set; 2) South 73 degrees 51 minutes 14 seconds West a distance of 55.66 feet to a PK nail set; 3) South 69 degrees 36 minutes 05 seconds West a distance of 54.37 feet to a PK nail set; 4) South 66 degrees 43 minutes 59 seconds West a distance of 79.65 feet to a PK nail set; 5) South 64 degrees 55 minutes 36 seconds West a distance of 680.98 feet to a PK nail set on the North right of way of said County Road 10; thence leaving the center of said County Road 10 and with the North right of way of said County Road 10 the following two bearings and distances: 1) North 26 degrees 15 minutes 27 seconds West at a distance of 40.19 feet to a 5/8" iron pin set; 2) South 64 degrees 35 minutes 37 seconds West a distance of 364.25 feet to a 5/8" iron pin set; thence leaving the North right of way of said County Road 10 and with the North right of way of U.S. Route 33 the following five bearings and distances: 1) South 63 degrees 38 minutes 41 seconds West at a distance of 111.40 feet to a 5/8" iron pin set; 2) North 66 degrees 37 minutes 19 seconds West a distance of 1615.37 to a 5/8" iron pin set and passing into Section 22 at a distance of 887.03 feet; 3) North 62 degrees 35 minutes 34 seconds West a distance of 259.28 feet to a 5/8" iron pin set; 4) North 75 degrees 51 minutes 31 seconds West a distance of 136.28 feet to a 5/8" iron pin set;

1 5) with a curve to the right having a radius of 2216.83 feet and a chord bearing North 57 degrees 38 minutes 51 seconds West at a distance of 307.31 feet to a 5/8" iron pin set;

thence leaving the North right of way of U.S. Route 33 South 82 degrees 26 minutes 11 seconds East a distance of 248.97 feet to a point in the Hocking River~ thence North 46 degrees 33 minutes 49 seconds East a distance of 223.74 feet to a 5/8" iron pin set; thence North 25 degrees 43 minutes 20 seconds East a distance of 111.30 feet to a 5/8" iron pin set on the North line of Section 22; thence with the North line of Section 22 South 82 degrees 26 minutes 11 seconds East a distance of 703 .24 feet to a 5/8" iron pin set; thence leaving the North line of Section 22 South 34 degrees 39 minutes 10 seconds East a distance of 335.94 feet to the point of beginning, containing 34.269 acres more or less with 21.260 acres more or less being in Section 23 and 13.009 acres more or less being in Section 22, and subject to the public easement of County Road 10 and any other public or private easements of record. The above 34.269 acre survey is intended to describe part of Tract Two, Parcels One, Two, Three, and Six as deeded to Doris Dupler Trustee, et al, deed references Volume 150, Page 640, and Volume OR 7, Page 190, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 as North 6 degrees 52 minutes 05 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 December 15, 1997.

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

2 SURVEY DESCRIPTION OF A 31.585 ACRE TRACT FOR BAILEY FARMS PARTNERSHIP

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 and part of the Northwest quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Beginning at a stone found at the Southwest corner of the Northwest quarter of Section 23; thence with the West line of Section 23 North 4 degrees 48 minutes 23 seconds East a distance of 159.62 feet to a 5/8" iron pin found in the center of County Road 34, Buena Vista Road; thence leaving the West line of Section 23 and with the center of said County Road 34 the following fifteen bearings and distances: 1) North 40 degrees 18 minutes 53 seconds East a distance of 98. 79 feet to a PK nail set; 2) North 37 degrees 10 minutes 16 seconds East a distance of 68.31 feet to a PK nail set; 3) North 34 degrees 26 minutes 54 seconds East a distance of 90. 98 feet to a PK nail set; 4) North 38 degrees 34 minutes 53 seconds East a distance of 57.79 feet to a PK nail set; 5) North 4 7 degrees 57 minutes 39 seconds East a distance of 40.89 feet to a PK nail set; 6) North 59 degrees 23 minutes 5 8 seconds East a distance of 43 .10 feet to a PK nail set; 7) North 69 degrees 53 minutes 20 seconds East a distance of 42.75 feet to a PK nail set; 8) North 79 degrees 08 minutes 37 seconds East a distance of 51.79 feet to a PK nail set; 9) North 83 degrees 01 minute 54 seconds East a distance of 92.07 feet to a PK nail set; 10) North 79 degrees 48 minutes 35 seconds East a distance of 55.52 feet to a PK nail set; 11) North 75 degrees 40 minutes 00 seconds East a distance of 64.32 feet to a PK nail set; 12) North 72 degrees 11 minutes 49 seconds East a distance of 104.26 feet to a PK nail set; 13) North 71 degrees 13 minutes 14 seconds East a distance of 64.45 feet to a PK nail set and passing a PK nail set at a distance of 32.86 feet; 14) North 72 degrees 44 minutes 33 seconds East a distance of 56.63 feet to a PK nail set; 15) North 78 degrees 48 minutes 52 seconds East a distance of 54. 73 feet to a PK nail set; thence leaving the center of said County Road 34 South 30 degrees 09 minutes 57 seconds East a distance of 331.39 feet to a concrete monument found and passing a concrete monument found at a distance of 26.25 feet; thence North 59 degrees 50 minutes 03 seconds East a distance of 100.00 feet to a 5/8" iron pin set; thence North 30 degrees 09 minutes 06 seconds West a distance of 299.54 feet to a PK nail set in the center of said County Road 34 and passing a concrete monument found at a distance of 273 .29 feet; thence with the center of said County Road 34 North 75 degrees 46 minutes 42 seconds East at a distance of 83. 95 feet to a PK nail set in the South right of way of said County Road 34; thence leaving the center of said County Road 34 and with the South right of way of said County Road 34 the following three bearings and distances: 1) South 10 degrees 46 minutes 49 seconds East a distance of 60.00 feet to a 5/8" iron pin set; 2) North 80 degrees 01 minute 29 seconds East a distance of 448.06 feet to a 5/8" iron pin set; 3) South 76 degrees 05 minutes 01 seconds East a distance of 692.27 feet to a 5/8" iron pin set; thence South 7 degrees 55 minutes 22 seconds West a distance of 750.12 feet to a 5/8" iron pin set; Thence North 83 degrees 05 minutes 52 seconds West a distance of 2060.86 feet to the point of beginning, containing 31.585 acres more or less, and subject to the public easement of County Road 34 and any other public or private easements of record. The above 31.585 acre survey is intended to describe part of Tract Two, Parcels Four and Five as deeded to Doris Dupler Trustee, et al, deed references Volume 150, Page 640, and Volume OR7, Page 190, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 to the North of this tract as North 6 degrees 52 minutes 05 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 1-114" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on December 15, 1997 .

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Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260 SURVEY DESCRIPTION OF A 13.018 ACRE TRACT FOR BAILEY FARMS PARTNERSHIP

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 and part of the Northwest quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing at a point taken to be the Northwest corner of Section 23; thence with the West line of Section 23 South 6 degrees 52 minutes 05 seconds West a distance of 710.65 feet to a point on the North right of way of U.S. Route 33 and passing 5/8" iron pins set at distances of 248.82 feet and 276.54 feet; thence with the North right of way of U.S. Route 33 the following three bearings and distances: 1) leaving the West line of Section 23 South 66 degrees 3 7 minutes 19 seconds East a distance of 887.03 feet to a 5/8" iron pin set; 2) North 63 degrees 38 minutes 41 seconds East a distance of 111.40 feet to a 5/8" iron pin set; 3) South 66 degrees 37 minutes 19 seconds East a distance of 175.00 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described; thence leaving the North Right of way of U.S. Route 33 and with the South right of way of County Road 10, Rockbridge A Road the following three bearings and distances: 1) North 23 degrees 22 minutes 41 seconds East a distance of 78.00 feet to a 5/8" iron pin set; 2) North 64 degrees 08 minutes 30 seconds East a distance of 191.44 feet to a 5/8" iron pin set; 3) North 26 degrees 15 minutes 27 seconds West a distance of 38.56 feet to a PK nail set in the center of said County Road 1O; thence with the center of said County Road 10 the following five bearings and distances: 1) North 64 degrees 55 minutes 36 seconds East a distance of 680.98 feet to a PK nail set; 2) North 66 degrees 43 minutes 59 seconds East a distance of 79.65 feet to a PK nail set; 3) North 69 degrees 36 minutes 05 seconds East a distance of 54.37 feet to a PK nail set; 4) North 73 degrees 51 minutes 14 seconds East a distance of 55.66 feet to a PK nail set; 5) North 78 degrees 02 minutes 45 seconds East a distance of 50.09 feet to a PK nail set; thence leaving the center of said County Road 10 South 5 degrees 44 minutes 43 seconds West a distance of 1121.50 feet to a 5/8" iron pin set on the North right of way of U.S. Route 33 and passing a 1- 112" OD iron pipe found at a distance of 1117.60 feet; thence with the North right of way of U.S. Route 33 the following four bearings and distances: 1) with a curve to the left having a radius of 4407.18 feet and a chord bearing North 56 degrees 45 minutes 27 seconds West at a distance of 229.34 feet to a 5/8" iron pin set; 2) North 45 degrees 47 minutes 36 seconds West a distance of 266.30 feet to a point; 3) with a curve to the left having a radius of 4472.18 feet and a chord bearing North 64 degrees 06 minutes 07 seconds West at a distance of 393.28 feet to a 5/8" iron pin set and passing a 5/8" iron pin set on the arc at a distance of 52.04 feet; 4) North 66 degrees 37 minutes 19 seconds West a distance of 196.99 feet to the point of beginning, containing 13.018 acres more or less, and subject to the public easement of County Road 10 and any other public or private easements of record. The above 13.018 acre survey is intended to describe part of Tract Two, Parcel Two as deeded to Doris Dupler Trustee, et al, deed references Volume 150, Page 640, and Volume OR7, Page 190, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 as North 6 degrees 52 minutes 05 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 December 15, 1997.

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Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260 CX) "" PLAT OF A 52.000 ACRE TRACT AND A -"".q. ....0 0.461 ACRE SHARED EASEMENT OF INGRESS .d AND EGRESS FOR ROCKBRIDGE STABLES LTD. 0 Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lots 4, 8 and the Northwest quarter of Section 23, all of Township 13, Range 18. REFERENCES; Point of Beglnrilng 0.461 acre easement Tax maps 1880 mops Deed descriptions South right of way Previous surveys REFERENCE BEARING: County Road 27, Existing monumentation Bailey Road Existing fence lines The West li.ne of Section 23 as North 6 degrees 52 minutes 05 seconds West. Existing public roads Bearings are based upon on assumed meridian ond are to denote angles only.

N1N 0/Zz' fi g LEGEND -(/)I"': (/)~ • Point ,., I O 5/8" iron pin found 01 9.510 ACRES • 5/8"x 30" iron pin with 1-1/4" Sue Gosnell 52.000 ACRE TRACT i/ SECTION 23 plastic 10 cop stomped LPG-6344 179-606 DORIS DUPLER, TRUSTEE, /'..I set ET AL I r A PK nail set 150-640, OR7-190 t: I S75'40'00"W o Stone found 0 I 64.32' "'1' S79'48'35"W ~ 55.52' Ck:: 0 Z1 0 1-4 I S83'01 '54"W LL.. ::t: N81*39'00"E 549·43•55''W 92.07' 0 44.88' DM. GE.D 124.08' S79'08'37"W I- • .. ' -.."E. 51.79' N82'06 !:>'"! S52'43'55"W (..) Cl ~ 182.6:3 109.56' S69'53'20"W <( I- 42.75' ...... 1 z Casey & Sheldene Ck:: :::> N77' 39'00"E Lingerak 42.490 ACRES SECTION 22 I- 0 OR36-25 66.00' S59'23'58"W- 43.1 O' (/) u s47·57'39"w- 40.89' w S68'43'55"W w _. N72'39' 44'W 1 S38° 34'53"w- 57. 79' a::: '-' N42'39'44"W-- 128.04 CD z 133.32' (.) ~ 112.20' S70'43'55"W 0 $34"26'54"W- 90.98' <( <( ~ S48"43'55"W- 47.52' 75.90' ~ i.o"" I- u Marquerite McGrady Z S74*44'06"W- 29.61' S37'10'16"W- 68.31' (/) 0 ORS-119, 104-16.5 0 S64' 15'50'W- 23.62' N84°16'05"W S40" 18'5.3"W- 98.79' 0 N1'39'44"W- 59.40' 49.50' flo. 0 w =.. i-.J S51'15'50"W- 0 (!) ~ 47.52'~ S76*43'55"W Point of Bvglnnfng m 1--4 N6'7"04'20"E- 66.00' '- N76'20'16"~- 47.52' • S85'45'50"W- 46.20' 111.54' 52.000 a~re tract N Cl N7.34'20"E S73'15'50"W- 72.60' =r.n. N53'34'20"E- 67.98' S67'43'55"W w LO 42.90' S38'15'50"W- 48.18'- ._...... -- 83.16' IY. S77'15'50"W N71°34'20"E- 116.82' "i-r1N I CD ~ S18'15'50"W- 54.12' 108.90' S61"43'55"W N C.0 I ---- <( 0 ~ 75.90' 00~Ol . I N60'04'20"E- 90.42' S18'30'11"E • l[) () ~ ss4·22•59"w ~-­ 69.52' Center of u... 96.36' z I ' 0 ~ S81'22'59"W S88'45'50"W County Road 34, Southwest corner of the 0 a::: ll'4 S84' 52' 59 "W 111.54' 63.36' Bueno Vista Rood I Northwest quarter of 0 161.70' I S41"15'50"W I Section 23 I- ~ I 122.76' j Q N60·29•55"w Jock & Naomi 0 68.74' S49'23'00"W McGrady a.. 0 N83'37'01 "W 116.50' OR85-60 N80' 17'.31 "W 62.04' '-' 132.16' S83"22'59"W N82'37'01 "W S65.52'59"W 149.16' ~prm1-M ~·~np1q1 :~ •, N73'36'56"W 159.06' 183.481 Center of liocklng cou.~ty lng!neer's :i: 1:ee 76.53' N83'37'01 "W County Road 34, ·. f1 ~ Un I ~-11.-17 Buena Vista Road 125.40' REVISIONS David & Barbara Crowford 193-582. 199-98

..... ,,,,,,,,1un11111...:: 0 1,,,,,,,,.,,,, SCALE: 1" == 200' •••.••••• .;(r ....'\ {::;. F' 0 ·,<., .....•• •• •• '"-'\ ...... '7/, •• JOB NO: DRAWN BY: DATE: / -..,, ... ··" ··· .... 0 \ 7000 RAC 12/15/97 / ,./ LARRY "\ \ CERTIFICATION: { / P. \ \ SHEET ! ·u i GERSTNER \ i 200 0 200 400 600 I hereby certify that an actual survey was made under my supervision of the premises shown '• :JJ,.. , \.. S-6344 :j 0a: :ff hereon on the 15th day of December, 1997 and that the plat ls a correct representation of the \~~ <)/.A ! premises as described by said survey. ~ f ca~ >··'V; .. g!STE.~~,..."~f.1.. , ...... 0 ... _./ Orv AL s\J ...... · Sea le 1" 200' ege ~d SurveyorNo. 6344 ':·I 1<:11~·····''' SURVEY DESCRIPTION OF A 52.000 ACRE TRACT FOR ROCKBRIDGE STABLES LTD.

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lots 4, 8 and the Northwest quarter of Section 23, all of Township 13, Range 18; and being more particularly described as follows: Commencing at a stone found at the Southwest corner of the Northwest quarter of Section 23; thence with the West line of Section 23 North 4 degrees 48 minutes 23 seconds East a distance of 159.62 feet to a 5/8" iron pin found in the center of County Road 34, Buena Vista Road, and being the point of Beginning of the tract of land to be described; thence continuing with the West line of Section 23 North 6 degrees 03 minutes 18 seconds East a distance of 438.16 feet to a damaged stone found; thence leaving the West line of Section 23 and going into Section 22 South 49 degrees 43 minutes 55 seconds West a distance of 44.88 feet to a 5/8" iron pin set; thence South 52 degrees 43 minutes 55 seconds West a distance of 109.56 feet to a PK nail set; thence South 24 degrees 58 minutes 55 seconds West a distance of 233.64 feet to a 5/8" iron pin set; thence South 68 degrees 43 minutes 55 seconds West a distance of 128.04 feet to a 5/8" iron pin set; thence South 70 degrees 43 minutes 55 seconds West a distance of 75.90 feet to a 5/8" iron pin set; thence North 84 degrees 16 minutes 05 seconds West a distance of 49.50 feet to a 5/8" iron pin set; thence South 76 degrees 43 minutes 55 seconds West a distance of 111.54 feet to a 5/8" iron pin set; thence South 67 degrees 43 minutes 55 seconds West a distance of 83 .16 feet to a 5/8" iron pin set; thence South 61 degrees 43 minutes 55 seconds West a distance of 75.90 feet to a 5/8" iron pin set; thence South 48 degrees 43 minutes 55 seconds West a distance of 47.52 feet to a 5/8" iron pin set; thence South 74 degrees 44 minutes 06 seconds West a distance of 29.61 feet to a 5/8" iron pin set, from which a 5/8" iron pin found bears South 18 degrees 30 minutes 11 seconds East at a distance of 69.52 feet; thence South 64 degrees 15 minutes 50 seconds West a distance of 23.62 feet to a 5/8" iron pin set; thence South 51degrees15 minutes 50 seconds West a distance of 47.52 feet to a 5/8" iron pin set; thence South 77 degrees 15 minutes 50 seconds West a distance of 108.90 feet to a 5/8" iron pin set; thence South 85 degrees 45 minutes 50 seconds West a distance of 46.20 feet to a 5/8" iron pin set; thence South 73 degrees 15 minutes 50 seconds West a distance of 72.60 feet to a 5/8'' iron pin set; thence South 88 degrees 45 minutes 50 seconds West a distance of 63.36 feet to a 5/8" iron pin set; thence South 38 degrees 15 minutes 50 seconds West a distance of 48.18 feet to a 5/8" iron pin set; thence South 18 degrees 15 minutes 50 seconds West a distance of 54.12 feet to a point; thence South 41degrees15 minutes 50 seconds West a distance of 122.76 feet to a 5/8" iron pin set; thence South 49 degrees 23 minutes 00 seconds West a distance of 116.50 feet to a 5/8" iron pin set; thence South 83 degrees 22 minutes 59 seconds West a distance of 149.16 feet to a 5/8" iron pin set; thence North 83 degrees 37 minutes 01 second West a distance of 125.40 feet to a PK nail set in the pavement of said County Road 34; thence with and then leaving the pavement of said County Road 34 South 81 degrees 22 minutes 59 seconds West a distance of 111.54 feet to a 5/8" iron pin set; thence South 84 degrees 22 minutes 59 seconds West a distance of 96.36 feet to a 5/8" iron pin set; thence South 84 degrees 52 minutes 59 seconds West a distance of 161.70 feet to a 5/8" iron pin set; thence North 83 degrees 37 minutes 01 seconds West a distance of 62.04 feet to a point; thence South 65 degrees 52 minutes 59 seconds West a distance of 183.48 feet to a 5/8" iron pin set; thence North 82 degrees 37 minutes 01 second West a distance of 159.06 feet to a 5/8" iron pin set; thence North 73 degrees 36 minutes 56 seconds West a distance of 76.53 feet to a 5/8" iron pin found; thence North 80 degrees 17 minutes 31 seconds West a distance of 132.16 feet to a 5/8" iron pin found; thence North 60 degrees 29 minutes 56 seconds West a distance of 68.74 feet to a 5/8" iron pin set; thence North 40 degrees 34 minutes 20 seconds East a distance of 47.28 feet to a 5/8" iron pin set and passing a 5/8" iron pin set at a distance of 18.24 feet; thence North 72 degrees 34 minutes 20 seconds East a distance of 95.04 feet to a PK nail set; thence North 60 degrees 04 minutes 20 seconds East a distance of 90.42 feet to a 5/8" iron pin set; thence North 71 degrees 34 minutes 20 secon.ds East a distance of 116.82 feet to a 5/8" iron pin set; thence North 53 degrees 34 minutes 20 seconds East a distance of 67.98 feet to a 5/8 11 iron pin set; thence North 67 degrees 04 minutes 20 seconds East a distance of 66.00 feet to a 5/8" iron pin set; thence North 52 degrees 04 minutes 20 seconds East a distance of 209.88 feet to a 5/8" iron pin set; thence North 7 degrees 34 minutes 20 seconds East a distance of 42.90 feet to a 5/8" iron pin set, from which a 5/8" iron pin found bears North 79 degrees 29 minutes 57 seconds West at a distance of 98.93 feet;

1 thence North 76 degrees 20 minutes 16 seconds East a distance of 4 7.52 feet to a 5/8" iron pin set; thence North 1 degree 39 minutes 44 seconds West a distance of 59.40 feet to a point; thence North 53 degrees 20 minutes 16 seconds East a distance of 152.46 feet to a 5/8" iron pin set; thence North 72 degrees 39 minutes 44 seconds West a distance of 133.32 feet to a 5/8" iron pin set; thence North 42 degrees 39 minutes 44 seconds West a distance of 112.20 feet to a point; thence North 63 degrees 04 minutes 38 seconds East a distance of 232.28 feet to a 5/8" iron pin found; thence North 82 degrees 08 minutes 53 seconds East a distance of 182.63 feet to a 5/8" iron pin set; thence North 77 degrees 39 minutes 00 seconds East a distance of 66.00 feet to a 5/8" iron pin set; thence North 81 degrees 39 minutes 00 seconds East a distance of 124.08 feet to a 5/8" iron pin set; thence North 87 degrees 39 minutes 00 seconds East a distance of 241.56 feet to a 5/8" iron pin set; thence North 85 degrees 39 minutes 00 seconds East a distance of 69.96 feet to a 5/8" iron pin found; thence North 30 degrees 01 minute 41 seconds East a distance of 200.03 feet to a 5/8" iron pin found; thence North 30 degrees 05 minutes 42 seconds East a distance of 208.80 feet to a 5/8" iron pin found; thence North 67 degrees 30 minutes 16 seconds East a distance of 1105.39 feet to a 5/8" iron pin set; thence South 81 degrees 06 minutes 09 seconds East a distance of 100.59 feet to a 5/8" iron pin set and passing into Section 23 at a distance of 44.57 feet; thence North 22 degrees 26 minutes 46 seconds East a distance of 342.74 feet to a 5/8" iron pin set on the South right of way of County Road 27, Bailey Road; thence with the South right of way of said County Road 27 the following two bearings and distances: 1) South 66 degrees 37 minutes 19 seconds East a distance of 33.50 feet to a 5/8" iron pin set; 2) South 62 degrees 13 minutes 24 seconds East a distance of 26.62 feet to a 5/8" iron pin set; thence leaving the South right of way of said County Road 27 South 22 degrees 26 minutes 46 seconds West a distance of 325.26 feet to a 5/8" iron pin set; thence South 35 degrees 42 minutes 31 seconds East a distance of252.12 feet to a 5/8" iron pin set; thence South 35 degrees 48 minutes 18 seconds East a distance of 241.39 feet to a 5/8" iron pin set; thence South 22 degrees 19 minutes 01 second East a distance of 391.88 feet to a PK nail set in the center of said Buena Vista Road; thence with the center of said County Road 34 the following thirteen bearings and distances: 1) South 71 degrees 13 minutes 14 seconds West a distance of 32.86 feet to a PK nail set; 2) South 72 degrees 11 minutes 49 seconds West a distance of 104.26 feet to a PK nail set; 3) South 75 degrees 40 minutes 00 seconds West a distance of 64.32 feet to a PK nail set; 4) South 79 degrees 48 minutes 35 seconds West a distance of 55.52 feet to a PK nail set; 5) South 83 degrees 01 minute 54 seconds West a distance of 92.07 feet to a PK nail set; 6) South 79 degrees 08 minutes 3 7 seconds West a distance of 51. 79 feet to a PK nail set; 7) South 69 degrees 53 minutes 20 seconds West a distance of 42. 75 feet to a PK nail set; 8) South 59 degrees 23 minutes 58 seconds West a distance of 43.l 0 feet to a PK nail set; 9) South 47 degrees 57 minutes 39 seconds West a distance of 40.89 feet to a PK nail set; 10) South 3 8 degrees 34 minutes 53 seconds West a distance of 57. 79 feet to a PK nail set; 11) South 34 degrees 26 minutes 54 seconds West a distance of 90.98 feet to a PK nail set; 12) South 3 7 degrees 10 minutes 16 seconds West a distance of 68.31 feet to a PK nail set; 13) South 40 degrees 18 minutes 53 seconds West a distance of 98.79 feet to the point of beginning, containing 52.000 acres more or less, with 42.490 acres more or less being in Section 22 and 9.510 acres more or less being in Section 23, and subject to the public easement of County Road 34 and any other public or private easements of record. The above 52.000 acre survey is intended to describe part of Tract Two, Parcels One, Two, and Five as deeded to Doris Dupler Trustee, et al, deed references Volume 150, Page 640, and Volume OR7, Page 190, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 as North 6 degrees 52 minutes 05 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 December 15, 1997. , ~~·~ ..;·~ .. ~ ...... Hoc~~~·:~M~~::~a~i1. ~, "~~;··~:~··..... \ ti ~JrnLkllt~7 : 1 P. \ \ I f survey by: .: '"'O ( GERSTNER 1 a: ~ Larry P. Gerstner - Engineering and Surveyi~~) \., S·6344 ./ E J 9 East Second Street, Suite A, Logan, Ohio 43138 ·3·~;~... ~.:~r¢_~~t;; J •.•l,:·!r1i'"\s,v/ 2 t\ ~°'I _.. ,,,,;:·• SURVEY DESCRIPTION OF A .461 ACRE SHARED EASEMENT OF

INGRESS AND EGRESS FOR ROCKBRIDGE STABLES LTD.

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 and part of the Northwest quarter of Section 23, Township 13, Range 18; being a shared easement of ingress and egress; and being more particularly described as follows: Commencing at a stone found at the Southwest corner of the Northwest quarter of Section 23; thence with the West line of Section 23 the following three bearings and distances: 1) North 4 degrees 48 minutes 23 seconds East a distance of 159.62 feet to a 5/8" iron pin found in the center of County Road 34, Buena Vista Road; 2) North 6 degrees 03 minutes 18 seconds East a distance of 438.16 to a damaged stone found; 3) North 6 degrees 52 minutes 05 seconds East a distance of 754.03 feet to a point; thence leaving the West line of Section 23 South 81 degrees 06 minutes 09 seconds East a distance of 56.02 feet to a 5/8" iron pin set and being the point of Beginning of the shared easement of ingress and egress to be described; thence North 22 degrees 26 minutes 46 seconds East a distance of 342.74 feet to a 5/8" iron pin set on the South right of way of County Road 27, Bailey Road; thence with the South right of way of said County Road 27 the following two bearings and distances: 1) South 66 degrees 37 minutes 19 seconds East a distance of 33.50 feet to a 5/8" iron pin set; 5) South 62 degrees 13 minutes 24 seconds East a distance of 26.62 feet to a 5/8" iron pin set; thence leaving the South right of way of said County Road 27 South 22 degrees 26 minutes 46 seconds West a distance of 325.26 feet to a 5/8" iron pin set; thence North 81 degrees 06 minutes 09 seconds West a distance of 61. 72 feet to the point of beginning, containing .461 acres more or less and subject to any public or private easements of record. The above .461 acre surveyed easement of ingress and egress is intended to describe part of Tract Two, Parcel Two as deeded to Doris Dupler Trustee, et al, deed references Volume 150, Page 640, and Volume OR7, Page 190, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing rnonumentation, existing fence lines, and an existing public road. The reference bearing for this survey is the West line of Section 23 as North 6 degrees 52 minutes 05 seconds West. Bearings are based upon an

1 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 December 15, 1997.

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Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260 THIS PAGE LEFT BLANK INTENTIONALLY BASIS OF BEARINGS, 1972 SURVEY OF PLAT SHOWING

~ INFORt\1ATION USED FOR THIS SURVEY r'\ BEOUGHER SUBDIVISION, BY ROBERT SURVEY OF A f0. l9G ACRE TRACT HINTON, P.S. 5179 WAS TAKEN FROM TAX MAPS, TOPO MAPS, FOR ALICE STARNER ~ DEEDS, Ai~D EXISTING MONUMENTATION ~ FOUND SECTION 23, T13, R18, GOOD HOPE TP. ~ "'-~ HOCKING CO., STATE OF OHIO ~ t)- ~ -- ~ ~ ...... ~ ~ \5 LARRY JEA~ PATRIClA f ..50NDRA WOOD ~OT 9 PT OR IOI - 219 43. 4G .AC.

Al/Ct:: S7ARNER 90 JG AC. BEING PART OF A 90.16 ACRE TRACT, OR 4-8Z7 O.R. 4, PAGE 827, IN THE SOUTHEAST JO. 19 C, 7 AC. QUARTER OF SECTION 23

.:,Jroved - Mathematically iiocking County Engineer's Office ''Y f7 fr-< DATEJJ.:::.N--00

..SEC. 23 i - I KENNE//-{ o;IR. ,__/,,LIMES i- L/NDA MATl/IAS l [-;~ c;.·~ BRITTON OR. 139-??0 OF ..SEC. 7S 155 AC ,P~ll\/ F!ACE27 Or 795 AC ,BEC-jlAI. 155 -381

0 100 200 300 ~~·~~~~l--i!llilla9l_i~~~~l SCALE: /N FEET //- 8- Db /'': /00 1 LS R_ CARTWRIGHT OHIO REGISTERED SURVEYOR #7486 REAL EST ATE DESCRIPTION WORKSHEET

FROM:

TO:

The following real estate situated in the County of Hocking in the State of Ohio and

in the Township of Good Hope and being bounded and described as follows;

Being part of a 90.16 acre tract, O.R. 4, page 827, in the Southeast quarter of Section

23, Tl 3, RI 8, Congress Lands, and ~ing more particularly described as follc ws;

Beginning at a 5/8" rebar set with plastic I.D. cap, said rebar marking the )outheast

comer of the Southwest quarter of said Section 23 and also marking the prinjpa1 place

of begiiming of the tract herein to be described;

Thence South 83 degrees 02 minutes 18 seconds East 968.05 feet with tr :south line

of said Section 23 to a rebar found, passing an iron pin found at 35.50 feet;

Thence North 21 degrees 19 minutes 51 seconds West 693 .59 feet leavi11 1; said

Section 23 line to a 5/8" rebar set with plastic I.D. cap;

Thence South 83 degrees 57 minutes 26 seconds West 658.16 feet to a 5./f" rebar set

.. with plastic I. D. cap on the one half section 23 line;

Thence South 06 degrees 42 minutes 45 seconds West 462. 72 feet with s

Section 23 line to the principal place of beginning, containing 10.1967 acres.

Basis of bearings: 1972 survey of Beougher Sub'd by Robert Hinton, PS iiS 179.

This description was prepared from and an actual survey performed by James R.

Cartwright, Ohio Registered Surveyor #7486. · 'J)roved - Mathemat:ca,ly 1 1: o~klng County Engineer's Office

DATE .iJ-d'l#:>

//--8-0C> AMES R. CARlWRI T DATE OHIO REGISTERED SURVEYOR# 7~86 &fJtJ() t/()1'€ 2.. 3 PLAT OF AN 8.51 4 ACRE TRACT FOR BAILEY FARMS PARTNERSHIP {I. S-/'//lc, •

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lots 8 and 4 and the Northwest quarter of Section 23, Township 13, Range 18. J"<:: o~ I ,~ o~ ' \o~ / I G"\ SiCr/ON -/i_~~- __ S[CTfON -23

~ Taken to be the ~ Northwest corner of 0-1 Section 23

LEGEND

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

South right of way of County Road 27, Bailey Road

0 1 00 200 SCALE: REFERENCES: 1" = 200' Tax maps 1 880 maps Deed descriptions Larry P. Gerstner Previous surveys Keith W. Fox Existing monumentation OR110-452 - S67'04' 13"W Existing fence lines 8.514 acres 49 49' Existing public roads

? Rockbridge Stables '°0 Ltd. ?. OR110-461 ~ S10'46'49"E- 40 00' >t w·~m··M.~,, -~~~•,.\)~f '1 ... ~r11 """1:'.' ~ ..m Ulll'\"' Hf"l"'l\U11 '-' > ~ ,, • ~ / or asaj:tJ'~ br1:,-11n~ ~" "()) ... dlJ,:i~ 6.1 an Uldepend et; t s~ 1 1· ·~ t?• S75'46'42"W- 83.95' • 1J~:Jew1tlloo~ \'fanni.1~ 1:Jri.,, Center of County~ S77'29'29"W- 105.02' 11e ..~~~ Oe~ .. :..~~ ;v. Road 34, ~~- Buena Vista Road _ - S78'48'52"W- 54.73' S72'44'33"W- 56.63' REFERENCE BEARING: S71'13'14"W- 31.59' The West line of Section 23 as South 6 degrees 52 minutes 05 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 15th day of December 1997 and the 20th day of January 1998 and that the plat is a correct representation of the premises as described by said ~· . f&~~ Regis · ed~rveyor No. 6344 Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 (614) 385-4260 II ' .

SURVEY DESCRIPTION OF AN 8.514 ACRE TRACT FOR BAILEY FARMS PARTNERSHIP

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lots 8 and 4 and the Northwest quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing at a point taken to be the Northwest corner of Section 23; thence with the West line of Section 23 South 6 degrees 52 minutes 05 seconds West a distance of 690.97 feet to a 5/8" iron pin set on the South right of way of County Road 27, Bailey Road, passing 5/8" iron pins set at distances of248.82 feet and 276.54 feet; thence leaving the West line of Section 23 and with the South right of way of said County Road 27 the following two bearings and distances: 1) South 66 degrees 37 minutes 19 seconds East a distance of 187.89 feet to a 5/8" iron pin set and passing a 5/8" iron pin set at a distance of 154.39 feet; 2) South 62 degrees 13 minutes 24 seconds East a distance of 26.62 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described; thence continuing with the South line of said County Road 27 South 62 degrees 13 minutes 24 seconds East a distance of 67.03 feet to a 5/8" iron pin set; thence leaving South right of way of said County Road 27 South 26 degrees 4 7 minutes 18 seconds East a distance of 39.76 feet to a 5/8" iron pin set; thence South 43 degrees 21 minutes 57 seconds East a distance of 253.59 feet to a 5/8" iron pin set; thence South 42 degrees 23 minutes 46 seconds East a distance of 557.86 feet to a 5/8" iron pin set; thence South 67 degrees 04 minutes 13 seconds West a distance of 49.49 feet to a 5/8" iron pin set; thence South 9 degrees 49 minutes 32 seconds East a distance of 264. 93 feet to 5/8" iron pin set; thence South 10 degrees 46 minutes 49 seconds East a distance of 40.00 feet to a PK nail set in the center of County Road 34, Buena Vista Road; thence with the center of said County Road 34 the following five bearings and distances: 1) South 75 degrees 46 minutes 42 seconds West a distance of 83.95 feet to a PK nail set; 2) South 77 degrees 29 minutes 29 seconds West a distance of 105.02 feet to a PK nail set; 3) South 78 degrees 48 minutes 52 seconds West a distance of 54.73 feet to a PK nail set; 4) South 72 degrees 44 minutes 33 seconds West a distance of 56.63 feet to a PK nail set; 5) South 71 degrees 13 minutes 14 seconds West a distance of 31.59 feet to a PK nail set; thence leaving the Center of said County Road 34 North 22 degrees 19 minutes 01 second West a distance of 391.88 feet to a 5/8" iron pin set; thence North 35 degrees 48 minutes 18 seconds West a distance of241.39 feet to a 5/8" iron pin set; 1 thence North 3 5 degrees 42 minutes 31 seconds West a distance of 252 .12 feet to a 5/8 ' iron pin set; thence North 22 degrees 26 minutes 46 seconds East a distance of 325.26 feet to the point of beginning, containing 8.514 acres more or less, and subject to the public of said County Road 34 and any other public or private easements of record. The above 8.514 acre survey is intended to describe part of the 97.640 acre tract as deeded to Larry P. Gerstner and Keith W. Fox, deed reference Volume ORl 10, Page 452, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 as South 6 degrees 52 minutes 05 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 December 15, 1997 and January 20, 1998.

~ '~; "'lTiOl'ft'', wi-..,;ij;~~-: ,"·\w·::~ ·; ~ppn'l11M · ~:ith1n·~L-.1 1 '1 ,- or iJ~iU ai tenaratl? br1i,'f in!( ~;. Hocking COu.~ty Engineer's :ii(:~ • rtir:~idaJOOUlf~elit par 0 t.: t_,~ .Va~• ,_-,,g~~ 1~ 1 .rtJ W!L~OU1: Ptaunia~ ':Jf!M' .: ,1~~ .• :, Qe". 1.p; J• Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260 6C?O1/ HOPE 2- ~ PLAT OF A 5.192 ACRE TRACT FOR KEITH FOX ) ""' ( 't Z., IJ-z.....

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 and pa rt of the North west quarter of Section 23, Township 1 3, Range 1 8.

Taken to be the Northwest corner of Section 23 SECT/ON 14 SECTfoN 2_3

N78'02'45"E 50.09' N73'51'14"E 13.24 1

100 200 SCALE: • 1,, = 200' Center of Road Rockbridge

North right of way of U.S. Route 33 !;] .._) N63'38'41 "E Q') ~ 1 ('.. 0 111.40 N I- North right of way 0 of U.S. Route 33 l{) ,_ N ,_

Larry P. Gerstner &

Keith W. Fox Q) OR 110-452 u If) c 5. 192 acres l{) 0 (;) If) c ·c:n N61 ·54•54"w 0 ·- ,...- LEGEND R= 4472.18' u -2 I CH= 52.04' _..._,, 0 (0 U() rn o • Point N 11 U.S. Route 33 O 5/8"x 30" iron pin with 1-1/4 ~ Q) plastic ID cap stamped LPG-6344 _J previously set North rig ht of way • 5/8 "x 30" iron pin with 1-1/4" of U.S. Route 33 plastic ID cap stamped LPG-6344 set L. PK nail previously set REFERENCES: 0 1 -1 /2" OD iron pipe found Tax maps 1880 maps Approved - Mathematically Deed descriptions Hocking County Engineer's Office Previous surveys Existing monumentation BY ~('../ DATE 1-1 '1 f$ Existing fence lines Existing public roads

REFERENCE BEARING: The West line of Section 23 as North 6 degrees 52 minutes 05 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 of the shown hereon on the 14th day of July, 1998 and that the plat is a the premises as described by said survey.

Regis er 6344 Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 (7 40) 385-4260 SURVEY DESCRIPTION OF A 5.192 ACRE TRACT FOR KEITH FOX

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 and part of the Northwest quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing at a point taken to be the Northwest comer of Section 23; thence with the West line of Section 23 South 6 degrees 52 minutes 05 seconds West a distance of 710.65 feet to a point on the North right of way of U.S. Route 33 and passing 5/8" iron pins previously set at distances of 248.82 feet and 276.54 feet; thence with the North right of way of U.S. Route 33 the following four bearings and distances: 1) leaving the West line of Section 23 South 66 degrees 37 minutes 19 seconds East a distance of 887.03 feet to a 5/8" iron pin previously set; 2) North 63 degrees 38 minutes 41 seconds East a distance of 111.40 feet to a 5/8" iron pin previously set; 3) South 66 degrees 37 minutes 19 seconds East a distance of 371.99 feet to a 5/8" iron pin previously set, passing a 5/8" iron pin previously set at a distance of 175.00 feet; 4) With a curve to the right having a radius of 4472.18 feet and a chord bearing South 64 degrees 26 minutes 07 seconds.East at a distance of 341.29 feet to a 5/8" iron pin previously set and being the point of Beginning of the tract of land to be described; thence leaving the North Right of way of U.S. Route 33 North 42 degrees 35 minutes 47 seconds East a distance of 667 .10 feet to a 5/8" iron pin set; thence North 5 degrees 44 minutes 43 seconds East a distance of 276.22 feet to a PK nail previously set in the center of County Road 10, Rockbridge "A" Road and passing a 5/8" iron pin set at a distance of 246.22 feet; thence with the center of said County Road 10 the following two bearings and distances: 1) North 73 degrees 51 minutes 14 seconds East a distance of 13.24 feet to a PK nail previously set; 2) North 78 degrees 02 minutes 45 seconds East a distance of 50.09 feet to a PK nail previously set; thence leaving the center of said County Road 10 South 5 degrees 44 minutes 43 seconds West a distance of 1121.50 feet to a 5/8" iron pin previously set on the North right of way of U.S. Route 33, passing 5/8" iron pins set at distances of 30.00 feet, 267.22 feet, and 546.05 feet, and passing a 1-112" OD iron pipe found at a distance of 1117.60 feet; thence with the North right of way of U.S. Route 33 the following three bearings and distances: 1) with a curve to the left having a radius of 4407.18 feet and a chord bearing North 56 degrees 45 minutes 27 seconds West at a distance of 229.34 feet to a 5/8" iron pin previously set; 2) North 45 degrees 47 minutes 36 seconds West a distance of 266.30 feet to a point and passing a 5/8" iron pin set at a distance of 102. 93 feet; 3) with a curve to the left having a radius of 44 72.18 feet and a chord bearing North 61 degrees 54 minutes 54 seconds West at a distance of 52.04 feet to the point of beginning, containing 5.192 acres more or less, and subject to the public easement of County Road 10 and any other public or private easements of record. The above 5 .192 acre survey is intended to describe part of a 13. 018 acre surveyed tract as deeded to Larry P. Gerstner and Keith W. Fox, deed reference Volume ORI 10, Page 452, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 as North 6 degrees 52 minutes 05 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 14,1998.

Approved - Mathematically ,,,,,,,,out1111.,,,,,,,,,, Hocking County Engineer's Office ...... -< E. 0 f: •••••••, ····· ~~\ 0,(., '••, BY &fN DATE ]-IC.1'CJ /' ('",...... , 7~0 ···.. / ; ../ LARRY ..... \, \ : P. : : i -u ! GERSTNER I 0: ~ :1 JJ \ 8·6344 i 0 i ~i 0 \A\ A / ~ ! '• ~ .:)"~ t',,V/ /L : \. ~ ""·./ltsre.~~.. ··· ~'<./ / ·~.. ~& ...... 0'<' ...·· 1 ·•·····•1,,P11,,, 0NAL S,,,,,,,'' ······· ''•u1u11••"''' Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260 PLAT Oli' 2412.96 .VEET OF PROPERTY LINE FOR C-qoC? /lope I~ THE CENTRAL OHIO COMPETITION RIDERS INC. tt'.. ( JtJr11er ~ ~

Situated in Good Hope Township, Hocking County, Ohio; being part of the~~af line of Section 15, Township 13, Range 18. ~

C7 v BL DSSER NDRT\\ EAST CDR~ER ~f R · °' ""· I T~t. s~~lWNt.sT Cl'0~R\t.R 15{3-725 D~St;J.. T\D~ \5

SCALE: -- 'JJ~,(,t' 1" • 400' ~-l~l.11'

14---1~5 .4~'

l"lr-- \ )i.1i·

LEGEND: --).~9.~1' • Point o 1 ~" OD iron pipe with ~-)JS.95' plastic ID cap Columbia Gas • 5/8" iron pin with 1/4" ~-\btt.lY plastic ID cap $~t o Stone found CEhl\RJ\l D~\~ ----l\1.1~' RnN l\L\J BLQ~St.R REFERENCES: UJM?~TIT\~N R\\'JERS \~C. ~ \~b-~5l\ c::J \Sl -- S"tS Q ---- \S"l.l,i' Tax maps Deed descriptions 2 Previous surveys ~-\SS-.~D' Existing monumentation ~-1'1~.S\'

----- \l,LU l' 1-rOCrlNG RlVt:R.~~'-~-~l.

Approved • Mathematically Ho~ Co_u~ty Engineer's office fc By~.)~ Date y;-1,..J'l k... Survey by: Larry P. Gerstner - Engineering and Surveying 119 West Main St., Logan, Ohio 43138 385-4260 SURVEY DESCRIPTION OF 2412.96 FEET OF PROPERTY LINE FOR THE CENTRAL OHIO COMPETITION RIDERS INC.

Situated in Good Hope Township, Hocking County, Ohio; being part of the East 1 ine of Section 15, Township · 13, Range 18; and being more particularly described as follows: ~ Corrunencing· for reference at a point in the Hocking River at the Southeast corner of Section 15 from which a 1-1/2" OD iron pipe with plastic ID cap Columbia Gas found bears South 0 degrees 58 minutes 50 seconds West at a distance of 276.54 feet; thence with the East line of Section 15 North 0 degrees 00 minutes 00 seconds East a distance of 280.52 feet to a 5/8 11 iron pin set and being the point of Beginning of the property line to be described; thence continuing with the East line of Section 15 North 00 degrees 00 minutes 00 seconds East a distance of 2412.96 feet to a: stone found at the Northeast corner of the Southwest quarter of Section 15, passing 5/8 11 iron pins set at distances of 100.13 feet, 182.96 feet, 347.73 feet, 592.24 feet, 747.84 feet, 905.52 feet, 1122.78 feet, 1287.51 feet, 1503.46 feet, 1742.78 feet, 1881.06 feet, 2026.96 feet, and 2194.28 feet and being the end of the property line to be described. The above 2412.96 foot long property line survey is intended to describe part of the boundary of a tract of land as deeded to the Central Ohio Competition Riders Inc.. deed reference Volume 157, Page 585, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, and existing monumentation. The reference bearingifor this survey is the East line of Section 15 as North u degrees 00 minutes 00 seconds East. All iron pins set by this survey are capped by a 1-1/4 11 p 1 ast i c identification cap. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on April 28, 1992.

Approved • Mathematically Hocking County Engineer's office By ~l Jl. Date S" 1 :1'k

Survey by: Larry P. Gerstner - Engineering and Surveying 119 West Main Street, Logan, Ohio 43138 385-4260 GEORGE W. DONAHUE,

o/~ the City of' ~ogan, Rt. 3 ,County of' Hocking a1td State ol' Ohio Orantor , in constderation of'the save o/ One Dollar and other good and valuable considerations

lo hi• paid& GEORGE W. NEt.MAN and ROYAL SUE NEWMAN,

City o/ Logan, Rt. 2 Hocking o/' llte l ,County of' attr£ State or Ohio Oranlee s / the receipt whereo/ is hereby acloiowledge~do es kereb.r, gntttt.1Htt1JUitt,$l'tl ttttb (tltttrl'~ Mite.said Orantee. s GEORGE W. NEWMAN and ROYA~ SUB NEWMAN,

• their heirs and tMst9ns lore~n; tAe · /ollowtitg .iRt'U l ~lif Uf~ situated in tJu County o/' Hocking ht the State o/ Ohio ,andin tlte rowa!thip 1 'rJ~fi~l· · Good Hope and/Jo1tnded and r.ltstri/Jed as lbllo1fali'//:>}. ·

Situated in the State of Ohio, County of Hocking, Township of Good Hope, bei.ng a part of tho Southwest Quarter of Section No. 23, T .13, R'•lS, and bounded as fol lows: . ~,.

. Beginning at a spike in the center line of: State Route No. 374, said spike bear~\ "'"·~ West 00° 00' 175.00 ft. froa tho Southeast corner 1 of the Wost half of the South­ west Quarter of Section No. 23; thence continuing' with the center of said road. and Section West 00° 00' 175.00 ft. to a spike; thence North 00° 00' 150.00 ft. to an iron pin; thence East 00° 00' 175.00 ft. to an iron pin; thence South 00° 00' 150.00 ft. to the b.eginni.ng. Containing 0.60 of an acre, more or less.

Subject to a 25.00 ft. wide easement al~ng the entir~ Ea~t side of the above described tract. Also subject to all right-of-way easements to the Ohio P\Ml Gas Co., also •ny State Highway Easement of record. Grantees accept this conveyance with the following restrictions, convenants and agreeaents on the u!le of the land and agrees to be bound by the•. and further, in the event that they convey this land said conveyance will be made subject to the same restrictions, covenants and agreements herein contained, to·wit:

1. No animals, livestock, or poultry of any kind shall be ra~sed. bred, or kept on any lot, except that dogs, cats or other household pets may be kept, provided that they are not kept, bred or maintained for any coaaercial purpose. 2. No mobile homes,shall be placed on said above described lands to be used 3:5 a residence.·. . · 3. No unlicensed motor vehicles of any kind shall be parked, stored or allowed to remain on said premises for a period in excess of thi~ty days. Grante-es further agree that as part of the consideration for making this conveya.nce t:.oo rJ 1-l~bi PLAT OF A 2.624 ACRE TRACT FOR LINDA FRAN~N 2,,t.~?> Situated in Good Hope Township. Hocking County. Ohio; being part of Fractional i:bF of Section 22 and parts of Fractional Lots 4, 8, and the Northwest quarter of Section 23. all of Township 13, Range 18. ~- S66'37'19"E- .33.50'

(' " 1 ' 1)' ') +' 'E ') 6 1~ ;) ' ._) u ..__ _ "- . _-- ... . u ,_ a t. . " & f, ~"f-r· '--, Elailey R" 'r ~· (,Z.~A, L Tf> •.• ·...... - South :ht of wa~---'··-~­ Cou nty Road 27, Bailey f~ood I I N.N.11") N z I :Z: ..,... g,2 0 LEGEND w(.) 11-0 (/) ;;: • Point o 5/8"x 30 11 iron pin with 1-1/4" S81'06'09"E- plastic ID cap stamped LPG-6344 56 02' previously set 11 0 5/8"x 30 iron pin with 1-1/4" plastic ID cap stamped LPG-6344 reset • 5/8"x 30" iron pin with 1-1 /4" plastic ID cap stamped LPG-6344 set •.!!J 5/8'' iron pin found A. PK nail set CJ Stone found

I • Plastic fence post found !iJ l[') _.,,,,--- S 1·f02'05"W ,o 0.J , I ;-::_ 49.55' TOTA.L i-..----...---~ ;n ([) 0 ID ,/¥) f-:_ S85'28'09"E- J _1 . 50 100 2 "t-, 33 5 .o \)) __s_c_~L E_;___ V- r.o 11 ~ r'2, 1 = 100' Rockbridge Stobles. LTD OR110-461, OR 113-266 ID VJ C'.J c.J 2.624 acres Total 0) uJ 0 tj- i·; r­ V) "---0.026 acres Section 22 I' 1

Approved - Mulhemat1cally Hocking County Engineer's 011ice

BY~,.. . w ---· 001E _J 11_"2.~ ~8 A f-M.J ,,,.1. c... n'4.~"''Y IT· f~EFER NCES: fkq"Jt't ptrt-fj?~a Tax maps Deed descriptions Previous surveys !i.J Existing monumentation ~.ing-.publi~- rao.Q~ . APPROVED LOGAN-HOCKING cou_ NTY..•. HEALTH OEPT. ~.... ~ Kt:f_I8_~C_L,..S~1'RLtl~- CDate _I 3 ~78 'tllt-:A~ . The West line of Section 23 at this survey as North 6 de~'"·fr2-... m.Lo_yJ~~-?~=--~-~-c-·-d-;--­ Bearings are based upon an assumed meridian and are to denote angles only. _GE RT I fil_AUQ_t:l; __ I hereby certify that an actual survey wos made under my supervision of the prernises shown hereon on the 20th day of October, 1 998 and that the plat is a correct representation of the premises as described by said survey. .2:;{/_~.f;;tL __ Register~ Surveyor No. 6344

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 (7 40) 385-4260 SURVEY DESCRIPTION OF A 2.624 ACRE TRACT FOR LINDA FRANKLIN

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lots 4, 8 and the Northwest quarter of Section 23, all of Township 13, Range 18; and being more particularly described as follows: Commencing at a stone found at the Southwest comer of the Northwest quarter of Section 23; thence with the West line of Section 23 North 4 degrees 48 minutes 23 seconds East a distance of 159.62 feet to a 5/8'' iron pin found in the center of County Road 34, Buena Vista Road, thence continuing with the West line of Section 23 North 6 degrees 03 minutes 18 seconds East a distance of 438.16 feet to a damaged stone found; thence continuing with the West line of Section 23 North 6 degrees 52 minutes 05 seconds East a distance of 754.03 feet to a point; thence leaving the West line of Section 23 South 81 degrees 06 minutes 09 seconds East a distance of 56.02 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 22 degrees 26 minutes 46 seconds East a distance of 342. 74 feet to a 5/8 11 iron pin reset on the South right of way of County Road 27, Bailey Road; thence with the South right of way of said County Road 27 the following two bearings and distances: I) South 66 degrees 3 7 minutes 19 seconds East a distance of 33.50 feet to a 5/8" iron pin set; 2) South 62 degrees 13 minutes 24 seconds East a distance of 26.62 feet to a 5/8" iron pin set; thence leaving the South right of way of said County Road 27 South 22 degrees 26 minutes 46 seconds West a distance of 510.31 feet to a 5/8" iron pin set; thence South 14 degrees 02 minutes 05 seconds West a distance of 49.55 feet to a plastic fonce post found and passing a 5/8" iron pin set at a distance of 49.05 feet; thence South 85 degrees 28 minutes 09 seconds East a distance of 333 .15 feet to a 5/8" iron pin set; thence South 3 degrees 08 minutes 26 seconds West a distance of 145.29 feet to a 5/8" iron pin set; thence South 80 degrees 51 minutes 17 seconds West a distance of 119.06 feet to a 5/8" iron pin set; thence South 78 degrees 04 minutes 4 7 seconds West a distance of 141. 75 feet to a 5/8" iron pin set; thence South 84 degrees 22 minutes 06 seconds West a distance of 154.45 feet to a 5/8" iron pin set; thence North 0 degrees 09 minutes 03 seconds East a distance of 140.93 feet to a 5/8" iron pin set and passing into Section 22 at a distance of 40.03 feet; thence North 14 degrees 04 minutes 35 seconds East a distance of 165.69 feet to a 5/8" iron pin set passing back into Section 23 at a distance of 94.06 feet; thence North 22 degrees 26 minute 46 seconds East a distance of 175.00 feet to the point of beginning, containing 2.624 acres more or less, with .026 acres more or less being in Section 22 and 2.598 acres more or less being in Section 23, and subject to any public or private easements of record. The above 2.624 acre survey is intended to describe part of the 52.000 acre and 8.514 acre tracts as deeded to Rockbridge Stables, LTD, deed references Volume ORl 10, Page 461, and Volume ORl 13, Page 266, both of the Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Sectiori 23 at this survey as North 6 degrees 52 minutes 05 seconds East. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set, previously set, or reset by this survey are 5/8" by 30" and are cupped by a 1-1/4" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor ~.frl4Q' HDD(Jef Qate J n.b1r-'1~. Y>J ' ~ -u l GE STNER l a: J 4 I - \ JJ \ S-6344 .i 0 ~d,·.rtf { ~. fl-t .. " i~ (,.(,/....,~ "1 .... ~~--~~'--·~-----·-- ~ 0 " .· ~ /L A, ~ k. Survey by: \ ""' "_./ 4.; ..: H-c.~Jth P-y1 ?V '1:a-fry P. Gerstner - Engineering and Surveying\.. ~si," ....?!?I..'?:.~··"··~~ ../

9 East Second Street I Suite A,. Lo3an, Ohio 4~J38 38'5.".'.. :~'\.!0r~Ai- s~......

.• '· '~ ••• : i "''' ••' 6or..J flop ( -rwp. PLAT OF A 9.492 ACRE TRACT FOR LINDA FRANKLIN Sf!c.. ~ 2 ;(z:I> qI lf q~ l\c. Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lot 8 and the Northwest quarter of Section 23, all of Township 13, Range 18.

Clyde Gosnell Trustee South right of way OR146-356, OR124-445 of County Road 27, Bailey Road

Rockbridge Stables, LTD OR113-266, OR110-461 9.492 ACRES TOTAL

(9.371 acres sec.

REFERENCES: Approved - Mathematically Tax maps Hocking County Engineer's Office Deed descriptions BY CN DATE /-.5-cJ7 Previous surveys Existing monumentation LEGEND Existing public road

• Point REFERENCE BEARING: 5/811 x 30 11 iron pin with 0 1-1/4" plastic ID cap The west line of Section 23 as 0 100 200 stamped LPG-6344 found South 06 degrees 52 minutes 05 seconds West. Bearings are SCALE: 5/8"x 30" iron pin with based upon an assumed e 1-1/4" plastic ID cap meridian and are to denote 1" = 200' stamped SVE-8127 set angles only.

CERTIFICATION:

I hereby certify that an actual survey was made under my supervision of the premises shown hereon on the 2nd day of January , 2007 and that the plat is a correct representation of the premises as described by said survey.

Registered Surveyor No. 8127

Survey by: SVE Surveying - S. Vince Evans P.S. 8127 37381 Davis Chapel Road, Logan, Ohio 43138 Phone (740) 380-3884 FAX (740) 380-0134 SURVEY DESCRIPTION OF A 9.492 ACRE TRACT FOR LINDA FRANKLIN

Situated in Good Hope Township, Hocking Colinty, Ohio; being part of Fractional Lot 4 of Section 22 and part of Fractional Lot 8 and the Northwest quarter of Section 23, all of Township 13, Range 18, and being more particularly described as follows:

Being part of a 10.361 acre tract as described in deed book Volume ORl 13, Page 266 to Rockbridge Stables, LTD; and being part of a 42.464 acre tract as described in deed book Volume ORl 10, Page 461 to Rockbridge Stables, LTD.

Commencing at a Point taken to be the Northwest corner of Section 23; thence with the west line of Section 23, South 06 degrees 52 minutes 05 seconds West a distance of961.68 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found on the south right of way line of County Road 27 (Bailey Road)and being the point of Beginning of the tract ofland to be described;

Thence with the south right of way line of County Road 27 (Bailey Road), South 66 degrees 37 minutes 19 seconds East a distance of 54.38 feet to a 5/8" iron pin set;

Thence leaving the south right of way line ofCounty Road 27 (Bailey Road), South 22 degrees 26 minutes 46 seconds West a distance of370.14 feet to a 5/8" iron pin set, passing a Point on the west line of said Section 23 at a distance of 194.14 feet;

Thence South 60 degrees 27 minutes 59 seconds West a distance of 378.92 feet to a 5/8" iron pin set; Thence South 89 degrees 05 minutes 20 seconds West a distance of 200.82 feet to a 5/8" iron pin set; Thence South 47 degrees 11 minutes 41 seconds West a distance of 122.00 feet to a 5/8'' iron pin set; Thence South 64 degrees 50 minutes 51 seconds West a distance of 57.72 feet to a 5/8" iron pin set; Thence South 73 degrees 37 minutes 10 seconds West a distance of 48.94 feet to a 5/8" iron pin set; Thence North 82 degrees 04 minutes 56 seconds West a distance of 119.33 feet to a 5/8" iron pin set; Thence South 77 degrees 31 minutes 51 seconds West a distance of 160.61 feet to a 5/8" iron pin set; Thence North 11 degrees 43 minutes 14 seconds East a distance of 612.08 feet to a 5/8" iron pin with 1-1 /4" plastic ID cap stamped LPG-6344 found, passing a 5/8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found at a distance of 200.44 feet, 400.43 feet, and 505.02 feet; Thence South 65 degrees 26 minutes 47 seconds East a distance of 589.81 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found, passing a 5/8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found at a distance of 247.65 feet; Thence North 24 degrees 33 minutes 13 seconds East a distance of 479.75 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found on the south right of way line of County Road 27 (Bailey Road); Thence South 66 degrees 37 minutes 19 seconds East a distance of245.62 feet to the point of beginning and containing 9.492 acres (0.121 acres in Section 23 and 9.371 acres in Section 22), more or less, subject to any public or private easements of record.

The above 9.492 acre 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 Section 23 as South 06 degrees 52 minutes 05 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" X 30" and are capped by a 1-1/4" plastic identification cap stamped "SVE - 8127".

The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on January 2, 2007. ;;( hd ~ S. Vince Evans, P. S. 8127

Survey by: SVE Surveying 37381 Davis Chapel Road Logan, Ohio 43138 Phone (740) 380-3884 FAX ( 7 4 0 ) 3 8 0 - 0 13 4

Approved • Mathematically Hocking County Engineer's Ottlca 6'( cN DATE /-.5-0'1 Gaivt l~17r ~ r)· Ste. .?5 PLAT OF A 0.177 ACRE EASEMENT TRACT FOR Wlt'-lDY HILLS GOLF COURSE&'asen,....,/ ,,,/y 0 -11/ '/t< /' Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast qu6rter of /v Section 23, Township 1.3, Range 18. , ()0 _ Ea st r i h t of ·w a y Co u n y \ g t .U.J f! .;-0 ;\ --~- Ro ad 1 0 , Ro c kb rid g e "A" Ro a d 2: 2 ~"'">~"'"> S84·55 '30"E-J4.89' ~ i--._ 18,43 . LEGEf\lD t.o:;J5.J4· w -.....r---__ S18'25'22"W-77.90' ~ [[) :w· f5. • Point CX) v- «: 0Jo "--...... Rockbridge o 5/8"x 30" iron pin with 1-1/4" o~ "- -~S5'00'28"W-90.41' p 1~ Enterprises LTD, LLC plastic ID cap stamped LPG-6344 ~ \~ OR262-233 previously set 1) -z_ (I 1. 052 Acres 'b, ~ j:. ~ S21'09'11 "E-75.58' • 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 (JI~~\\-I • set ·~tti . . t- i A MAG nail previously set Approved - Mathematically D Stone found Q) Hocking County Engineer's Office c • Spike previously set in brick c c ~ 5/8" iron pin with 1-1/4" plastic Q) Q) ID cap stamped SEYMOUR & m ASSOCIATES found '+- 0 0 1-1/2" OD iron pipe found .... c @ 1" OD ii-on pipe found 0 (}_ ~ East Right of Woy ~r-- u.s. Route 33 S89'28'20"W- 7 I 0. 70' 0 N89' 41'1 S"W- 496.00' @,_____------t N89'41'15"W _}\ 2 83' \ Jean Canan 114-366,194-751 & OR 113-574

REFERENCES: Tax maps Deed descriptions Previous surveys Existing monumentation 1 00 200 State of Ohio highway plans SCAl_E: 1" = 200' REFERENCE BEARING: East line of Section 23 as North 0 degrees 00 minutes 00 seconds East 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 p rem is es s ho w n he re o n o n the 2 3 rd d a y of J a n u a ry, 2 0 0 4 a n d th at th e p I at i s a correct representation of the premises as described by said survey. r") 7 0~ N c c 0 I 0 -+--' u u QJ QJ VI VI

Survey by: La r ry P . Ge rs t n e r - E n g i n e e r i n g a n d S u r v e y i n g

9 East Second Street, Suite A, Logan, Ohio 43138 I (740) .385-4260 Sout eiJst corner of .j Section 23 SURVEY DESCRIPT.ION OF~ 9·1J7 ~~~E EASEMENT TRACT FOR WINDY HILLS CfftF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18; being an easement tract; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 103 7.89 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 710. 70 feet to a l" 0 D iron pipe found; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way ofU. S. Route 33, from which a 1-1/2" OD iron pipe found bears North 89 degrees 41 minutes 15 seconds West at a distance of 2.83 feet; thence with the East right of way of U.S. Route 33 the following two bearings and distances: 1) North 13 degrees 20 minutes 3 5 seconds West a distance of 271.38 feet to a 5/8" iron pin previously set; 2) with a curve to the left having a radius of 4345 .18 feet and a chord bearing North 18 degrees 49 minutes 40 seconds West at a distance of 306.50 feet to a 5/8" iron pin set; and being the point of Beginning of the easement tract of land to be described; thence continuing with the East right of way of U.S. Route 33 with a curve to the left having a radius of 4345.18 feet and a chord bearing North 21 degrees 17 minutes 42 seconds West at a distance of 67.69 feet to a spike previously set in brick; thence leaving the East right of way of U.S. Route 33 and with the East right of way of County Road 10, Rockbridge "A" Road the following three bearings and distances: 1) North 5 degrees 00 minutes 28 seconds East a distance of 98.04 feet to a point; 2) North 6 degrees 57 minutes 19 seconds East a distance of 5 3. 77 feet to a 5/8" iron pin set and passing a MAG nail previously set at a distance of 35.34 feet; 3) North 32 degrees 46 minutes 09 seconds East a distance of 24.3 7 feet to a 5/8" iron pin set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 34.89 feet to a point; thence South 18 degrees 25 minutes 22 seconds West a distance of 77. 90 feet to a point; thence South 5 degrees 00 minutes 28 seconds West a distance of 90.41 feet to a point; thence South 21 degrees 09 minutes 11 seconds East a distance of 75. 5 8 feet to a point; thence North 84 degrees 55 minutes 30 seconds West a distance of 33.33 feet to the point of beginning, containing 0.177 acres more or less, and subject to any other public or private easements of record. The above 0.177 acre survey is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC. deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 January 23, 2004.

\' \ \ '~ \ t \ 1 It t ~ ! I t I It W; ~ t I •• .-··"--( 12. r-' r~· a···,· ... •••.··"c·~'\ \>· ·...... ~...... -;y;,o·...... Approved - Mathematically ...... J •' .• 11' :/ ...... · Li\ DR y ...... ··.\ Hocking County Engineer's Office BY i.JLf2__.~_ DATE 0:2-,2J.·t17 f / ~ ~~~~ 1.- ·.\ \ ~ .. f?dd- ; -a ! G .. J ,...,'"1 , f\n: R : a: : ~ JJ \ S-6344 / O J -;.Q\.<... ,...:'~: ~ ::.('\ •, Y~, ~.-v / I./ : Survey by: \ ~" ... ~.GIST\:'.:~"?,/ ~'J / ··.•.... ' && ...... :."··"" \0 ...... Larry P. Gerstner - Engineering and Surveying ·· ..,,,_/ 0 NA\.. S ~...... 9 East Second Street, Suite A, Logan, Ohio 43138 740-385-4260 111 ''t"1f1"'t11••l 1,.t• ~(JOO //~eg 2., 1- PLAT OF A 10.361 ACRE TRACT FOR BAILEY FARMS PARTN'[;SHIP ~

S·t1 ua t e d .1n Goo d H ope Towns h'1p, H oc k'1ng C oun t y, Oh'10; b e1ng· part of.f]) Fractional r_, ll2._"}._~ Lot 4 of Section 22 and parts of Fractional Lot 8 and the Northwest quarter of Section 23, both of Township 13, Range 18. 'J .. )lf.Aa. •

J'~ ~ o/ I \ \)c Taken to be the 01-- I o~ Northwest corner o~ .'// / 1 <:vG-<.._'\ REFERENCES: Section 22 ~ - - ~l S _ Tax maps iiii I J'<.: - ---~ 1880 maps O~ 0 Deed descriptions '\'\ ('\/ ~ Previous surveys S~G 0 01-- Existing monumentation ~ ~J' Existing fence lines Existing public road

27.72'-

South right of way of County Road 27, 100 Bailey Road SCALE: ~ Point of 1" = 200' Beginning S66'37'19"E 154.39 1

9.515 acres Section 22

Larry P. Gerstner & Keith W. Fox, N81'06'09"W OR 110-452 100.59' 10.361 acres total

LEGEND

Rockbridge Stables, Ltd. • Point OR110-461 .- O 5/8" iron pin found z • 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set '~h'"'ITIONAL ffi'F~OV!!.: l·~~Nn~-Nrl ~ • "'atham~t\caUy l:lr us«J . a ce1lll3!a br:!ild~ sit J Hocklna COu..'lfJ tnglneer's of.fiu ~dllsfc:ndaan~t parcel in · M:ira wltlJont~ClmMli"'.Jrn l:'. t f1 J'{v..> liiHt f ·ZJ-18 REFERENCE BEARING: 11ei.:t~ o~ ~;.ar"i.. The West line of Section 23 as North 6 degrees 52 minutes 05 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 h e re o n o n th e 1 5th d a y of Dec em be r 1 9 9 7 a n d the 20th day of J a n u a ry 1 9 9 8 a n d th at th e plat is a correct representation of the premises as described by said survey. "-

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 (614) 385-4260 SURVEY DESCRIPTION OF A 10.361 ACRE TRACT FOR BAILEY FARMS PARTNERSHIP

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lot 8 and the Northwest quarter of Section 23, both of Township 13, Range 18; and being more particularly described as follows: Conunencing at a point taken to be the Northwest comer of Section 23; thence with the West line of Section 23 South 6 degrees 52 minutes 05 seconds West a distance of 690. 97 feet to a 5/8" iron pin set on the South right of way of County Road 27, Bailey Road, passing 5/8" iron pins set at distances of 248.82 feet and 276.54 feet, and being the point of Beginning of the tract of land to be described; thence leaving the West line of Section 23 and with the South right of way of said County Road 2 7 South 66 degrees 37 minutes 19 seconds East a distance of 154.39 feet to a 5/8" iron pin set; thence leaving South right of way of said County Road 27 South 22 degrees 26 minutes 46 seconds West a distance of 342.74 feet to a 5/8" iron pin set; 1 thence North 81 degrees 06 minutes 09 seconds West a distance of 100.59 feet to a 5/8 ' iron pin set; thence North 67 degrees 30 minutes 16 seconds West a distance of 1105.39 feet to a 5/8" iron pin found; thence North 15 degrees 39 minutes 10 seconds East a distance of 71.96 feet to a 5/8" iron pin found; thence North 11 degrees 43 minutes 14 seconds East a distance of 635.55 feet to a 5/8" iron pin set and passing 5/8" iron pins set at distances of 223.91 feet, 423.90 feet, and 528.49; thence South 65 degrees 26 minutes 47 seconds East a distance of 589.81 feet to a 5/8" iron pin set and passing a 5/8" iron pin set at a distance of 24 7.65 feet; thence North 24 degrees 33 minutes 13 seconds East a distance of 479.75 feet to a 5/8" iron pin set on the South right of way of said County Road 27; thence with the South right of way of said County Road 27 South 66 degrees 37 minutes 19 seconds East a distance of 245.62 feet to the point of begilll1ing, containing 10.361 acres more or less with 0.846 acres more or less being in Section 23 and 9.515 acres more or less being in Section 22, and subject to any public or private easements of record. The above 10.361 acre survey is intended to describe part of the 97.640 acre tract as deeded to Larry P. Gerstner and Keith W. Fox, deed reference Volume ORl 10, Page 452, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, 1880 maps, deed descriptions, previous surveys, existing monumentation, existing fence lines, and existing public roads. The reference bearing for this survey is the West line of Section 23 as North 6 degrees 52 minutes 05 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 December 15, 1997 and January 20, 1?,9.8"'"""""···· ~A"pMi~ . M;ithen;~tca'l·i ~ "ji "'l~~N/.~. ki'PR0~:..~ 1'.'\N:.~E1~·Nr· 11 ,.. •••" Q '''•• T "¥ 0~ LI~cu 8~ senaraw urnlding ~;i" •••••·• ~ ~~ E. F OL ······· Hockln& coum, Engineer's 1iHiu wdr1t;:~~ed as an tndependeut parcel .n •••• 0 ...... ' 71.:o'··~ "'i .. J)a\4. /.-4-:7-1g tu~:;rtlw1~~outP,laoni11gr.il!D''1'''.1i"l'' (al - jtML '•' .JI :· ,•'' ••., f', l ,... LAA ·., ·~ l1e ..... 1 Oe~ .. ~p;. .av<.. : " RY \ ~

\ ~ ~~,.... _<,9/ ..x ~\.,~.~~~a~~ ·-...... ~ 10NAL $\)~ · · ·· ,.,,.., Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260

Cl PLAT OF A 0.550 ACRE TRACT AND A 20 FEET WIDE BY 1430.33 FEET LONG CENTERLINE EASEMENT OF INGRESS AND EGRESS FOR THE RICHARDS FAMILY CEMETERY

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lots 4, 8 and the Northwest quarter of Section 23, all of Township 13, Range 18. Taken to be the Northwest corner of Section 23

LEGEND • Point 0 5/8" iron pin found 0 100 200 5/8"x 30'' iron pin with 1-1/4" plastic ID cap SCALE: • stamped SVE-8127 set 1 " = 200' .. MAG nail set

REFERENCES: Tax maps Deed descriptions Previous surveys Existing monumentation Existing public road

REFERENCE BEARING:

The west line of Section 23 as South 06 degrees 52 minutes 05 seconds West. Bearings are based upon an assumed meridian and are to denote Rockbridge angles only. Stables, LTD OR110-461

Rockbridge S14 °29'27"E Stables, LTD 83.31' OR110-461 N14 °29'27"VI 34.00'

PROPOSED FAMILY CERTIFICATION: CEMETERY I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 28th day of April , 2004 and that the plat is a correct representation of the premises as described by said survey.

Registered Surveyor No. 8127

Survey by: SVE Surveying - S. Vince Evans P.S. 8127 37381 Davis Chapel Road, Logan, Ohio 43138 Phone (740) 380-3884 FAX (740) 380-0134 SURVEY DESCRIPTION OF A 0.550 ACRE TRACT AND A 20 FEET WIDE BY 1430.33 FEET LONG CENTERLINE EASEMENT OF INGRESS AND EGRESS FOR THE RICHARDS FAMILY CEMETERY

Situated in Good Hope Township, Hocking County, Ohlo; being part of Fractional Lot 4 of Section 22 and parts of Fractional Lots 4, 8 and the Northwest quarter of Section 23, all of Township 13, Range 18, and being more particularly described as follows:

Being part ofa 2.624 acre tract as described in deed book Volume OR139, Page 518 to Linda Franklin; and being part of a 42.46 acre tract as described in deed book Volume ORI 10, Page 461 to Rockbridge Stables, LTD.

Commencing at a Point taken to be the Northwest corner of Section 23; thence with the west line of Section 23, South 06 degrees 52 minutes 05 seconds West a distance of 690.97 feet to a 5/8" iron pin found on the south right of way line of County Road 27 (Bailey Road); thence leaving the west line of Section 23 and with the south right of way line of County Road 27 (Bailey Road), South 66 degrees 37 minutes 19 seconds East a distance of 167.42 feet to a MAG nail set, passing a 5/8" iron pin found at a distance of 154.39 feet to the point of Beginning of the 20 foot wide centerline easement of ingress and egress to be described;

Thence leaving the south right of way line of County Road 27 (Bailey Road), and with the centerline of said 20 foot wide easement, South 22 degrees 23 minutes 44 seconds West a distance of 527 .16 feet to a MAG nail set;

Thence with the centerline of said 20 foot wide easement, the following bearings and distances:

1) South 33 degrees 30 minutes 37 seconds West a distance of 73.79 feet to a MAG nail set, passing a Point on the west line of said 2.624 acre tract at a distance of 35.90 feet, and passing a Point on said west line of Section 23 at a distance of 43.25 feet; 2) South 4 7 degrees 07 minutes 35 seconds West a distance of 122.31 feet to a MAG nail set; 3) South 82 degrees 37 minutes 42 seconds West a distance of 77.55 feet to a MAG nail set; 4) South 46 degrees 14 minutes 35 seconds West a distance of 259.15 feet to a MAG nail set; 5) South 55 degrees 06 minutes 45 seconds West a distance of 145.38 feet to a MAG nail set; 6) South 37 degrees 11 minutes 54 seconds West a distance of 62.67 feet to a MAG nail set; 7) South 39 degrees 04 minutes 10 seconds East a distance of 105.99 feet to a MAG nail set; 8) South 40 degrees 03 minutes 38 seconds West a distance of 56.33 feet to a MAG nail set, being the end of said 20 foot wide easement and being the point of Beginning of said 0.550 acre tract to be described;

Thence South 14 degrees 29 minutes 27 seconds East a distance of 83.31 feet to a 5/8" iron pin set; Thence South 75 degrees 30 minutes 33 seconds West a distance of 265.00 feet to a 5/8" iron pin set; Thence North 14 degrees 29 minutes 27 seconds West a distance of 34.00 feet to a 5/8" iron pin set; Thence North 52 degrees 25 minutes 45 seconds East a distance of 288.05 feet to a 5/8" iron pin set; Thence South 14 degrees 29 minutes 27 seconds East a distance of 63.61 feet to the point of beginning and containing 0.550 acres, more or less, subject to any public or private easements of record.

The above 0.550 acre survey and 20 foot wide easement 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 Section 23 as South 06 degrees 52 minutes 05 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" X 30" and are capped by a 1-1/4" plastic identification cap stamped "SVE - 8127".

The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on March 22, 2004. u~~ S. Vince Evans, P. S. 8127

Survey by: SVE Surveying 37381 Davis Chapel Road Logan, Ohio 43138 Phone (740) 380-3884 FAX (740) 380-0134 ~()e? r::> /lt!Jpe z,, 3 J"LAT SHO\VING BEING PART OF A 90.16 ACRE TRAC~I O.R. 4, PG. 827 fN THE EAST HiliF OF SURVEY OF A 1.3528 ACRE TRACT THE SOUTHWEST QUARTER OF FOR JANICE AND R. TERRY STOUGHTON SE CTI ON 23 I , --,, 7z_g11fe, ~ SECTION 23, Tl3, R18, GOOD HOPE TP., HOCKING CO., STATE OF OHIO

ALICE STARNER

.(OT 90. IG AC . 9 0. R. 4) PGj. 827 I. 'INN i NANCY WAID l:::;R/N. PLACE 0. R. 34, Pq. 98 OF BE<.jlN/ N.€. COR. LOT 101 BG'OVqHGR ..SUB'D. o. 43 ,.qc. s. 83°oo'oo''E. 305.32'~~~~~~~~~~~

I I I

~ I o 'o I 35ZB AC. 0 0 0 11) a (fl 0 i'--. '- a Vi

N. B3°oo'oo··w

i ------305. 3Z.' ----V ~ I.A- a· I I

i'-. I Q:/RON PIPE FOUND 2 ? t1~5/8" RG8AR SE:-T llJITJ--1 PLAS. !. D. CAP I __i. , I t OF A IG WIDE Rly HT 01="" WA y 10 BG USt:;O POR. R.IG,f-1/S o;:::. !NCrRb. s s J r=='G~ Gs<:;: 7'A7€ .,.. ._ 1 "-' --r . -€- 1<.o(../7c °"".374- CONDITIONAL APPROVAL/ T o SO 100 150 TRANSFER Not to be used as r:5rc 2 ;re. ;;1_r:sr '4i separate building sita or C lEfin F• := =.J transferred as an independent SCALE IN FEET parcel in the future without /,)proved - Mathematically I .. .:501 Planning Commission and/or Hocking County Engineer's Office Health Department approval ev 1vt !JM L-4 -r· r---~~-~==-. ~ c= I == L:.tb ~ ,_:. f /.;> - 2}· co /; BASIS OF BEARINGS: 1972 SURVEY OF s R. CARTW I GHT BEOUGHER SUBDIVISION, BY ROBERT OHIO REGISTERED SURVEYOR #7486 HINTON, P.S. 5179

INFORMATION USED FOR THIS SURVEY WAS TAKEN FROM T ~~ MAPS, TOPO MAPS, DEEDS, AND EXISTING MONUNIBNTATION FOUND REAL EST ATE DESCRIPTION WORKSHEET

FROM: ALICE STARNER

TO: JANICE AND R. TERRY STOUGHTON

The following real estate situated in the County of Hocking in the State of Ohio and in

the Township of Good Hope and being bounded and described as follows;

Being part of a 90.16 acre tract, 0.R. 4, page 827, in the East half of the Southwest

quarter of Section 23, Tl3, Rl8, Congress Lands, and being more particularly described

as follows;

Beginning at an iron pipe found, said iron pipe marking the Northeast corner of.Lot 1O··

of Beougher Subdivision, said iron pipe also marking the principal place of beginning of

the tract herein to be described;

Thence South 83 degrees 00 minutes 00 seconds East 305.32 feet to a 5/8" rebar set

with plastic I.D. cap;

Thence South 07 degrees 00 minutes 00 seconds West 193.00 feet to a 5/8" rebar set

with plastic I.D. cap; .. Thence North 83 degrees 00 minutes 00 seconds West 305.32 feet to a 5/8" rebar set

with plastic I.D. cap;

Thence North 07 degrees 00 minutes 00 seconds East 193.00 feet in the East line of

said Beougher Subdivision to the principal place of beginning, containing 1.3528 acres.

Basis of Bearings: 1972 survey of Beougher Sub'd. by Robert Hinton, P.S. #5179.

This description was prepared from an actual survey performed by James R.

Cartwright, Ohio Registered Surveyor #7486.

CONDITIONAL APPROVAL/ :· ,,roved - Mathematically TRANSFER Not to be used as rwck1ng County Engineer's Office separate building site or transferred as an Independent ·.'ft-- DATE Ji::fd!J parcel in the future without Planning Commission and/or Health Department approval PLAT SHOWING BEING PART OF A 90.16 ACRE TRACT, SURVEY OF A 2.084GACRE TRACT O.R. 4, PAGE 827, IN THE EAST HALF FOR ALICE STARNER OF THE SOUTHWEST QUARTER OF SECTION 23, Tl3, Rl8, GOOD HOPE TP. 2ASI LIA.IE [3£0UqHE:-R. '5Ul3'0. SECTION 23 HOCKING CO., STATE OF OHIO

LOT 10

-94<08'--

ALICE STARNER. 90. It;:, AC. BASIS OF BEARINGS, 1972 SURVEY OF 0 R. 4, R.j. 827 BEOUGHER SUBDIVISION, BY ROBERT HINTON, P.S. 5179 ...s: 83°oo'oo"E

ejE/CTRUDE ?OLINr:j- 0. R. 19~ Ptj. 093 TOT /.ID AC. . ,· ,.,~oved - Mamematically 2 084-G AC. r .ocking County Engineer's Office ,, p.Lv..j____ DATE -11::±_1/-t>o

SUBDIVISION REGULATIONS WAIVED PENDING HEALTH DEPT APPROVAL

BY -11---1""-/ 0-1.Tf JJ.-L.'/# Sf!<. l"c.e.A 11--:t,., .. eo

# 32_1(0 . 1 .....SEC. Z3 -STATE N. 82°41 24'' w ROUTE SEC. Z.3 ------374 ...5~C. ZG ------400. 00. -··----·-

s E. COR.. OF° THE tv~SI HALF OF THE .S. W. QTR OF SEC 23 Pf? /l_?lf INFORMATION USED FOR THIS SURVEY WAS TAKEN FROM TAX MAPS, TOPO MAPS, ~SR. CARTWRIGHT. OH10 REGISTERED SURVEYOR #7486 DEEDS, AND EXISTING MONUMENTATION FOUND , REAL ESTATE DESCRIPTION WORKSHEET

FROM:

TO:

The following real estate situated in the County of Hocking in the State of Ohio and in

the Township of Good Hope and being bounded and described as follows;

Being part of a 90.16 acre tract, O.R. 4 page 827, in the East half of the Southwest

quarter of Section 23, Tl3, R18, Congress Lands, and being more particularly described

as follows;

Beginning at a P.K. nail set in the centerline of State Route #374, said nail marking

the Southeast corner of the West half of the Southwest quarter of Section 23 and also

marking the principal place of beginning of the tract herein to be described;

Thence North 07 degrees 00 minutes 00 seconds East 207.00 feet to a 5/8" rebar

found, passing a 5/8" rebar set with plastic I.D. cap at 30.00 feet;

Thence South 83 degrees 00 minutes 00 seconds East 305.32 feet to a 5/8" rebar

found;

Thence North 07 degrees 00 minutes 00 seconds East 80.00 feet to a 5/8" rebar set

with plastic I.D. cap;

Thence South 83 degrees 00 minutes 00 seconds East 94.68 feet to a 5/8" rebar set

with plastic I.D. cap;

Thence South 07 degrees 00 minutes 00 seconds West 289.16 feet to a P.K. nail set

in the centerline of said State Route #374, passing a 5/8" rebar set with plastic I.D. cap

at 257.00 feet;

Thence North 82 degrees 41 minutes 24 seconds West 400.00 feet with the centerline

of said State Route #3 74 and with the said Section 23 line to the principle place of

beginning, containing 2.0846 acres.

Basis of bearings: 1972 survey of Beougher Subdivision by Robert Hinton, P.S, 5179.

This description was prepared from an actual survey performed by James R.

Cartwright, Ohio Registered Surveyor #7486.

"\'t:U i'1: d ,: I! ; ::1: ,ji I] .JckinQ County f:ngineer's Ottice

I(~- DATE _1/_di/..C<)

ID"' Z.1-IJf> 5-ee 11~<. J. ~ :gO\VISION REGULATIONS WAIVED ;;NOING HEALTH DEPT. APPROVAL ~oP ffere' 2,.-~ -~ t'LAT SHOWING BEING PART OF A 90.16 ACRE TRACT, SURVEY OF A 1.6472 ACRE TRACT O.R. 4, PG. 827 IN THE EAST HALF OF FOR LYNN AND NANCY WAID THE SOUTHWEST QUARTER OF SECTION 23, T13, R18, GOOD HOPE SECTION 23 . I · lo'/ 7 i,, ,+c,, · · .. -.Jroved - Mat1'1einatically TP, HOCKING CO., STATE OF OHIO Hocking County Engineer's Office '•'( .¢1 . /J DATE CONDITIONAL APPROVAL/ I ... , .. ----·-~~·~ ~::'l~o TRANSFER Not to be used as AL1c-E-STARNER separate building site or --- . . " -- -- transferred as an independent 90. IC:> AC. parcel in the future without 0. R. 4, Pc-{. 82 7 Planning Commission and/or Health Department approval ;V. 83 °00' 00 "W. 0€"0Rfie£ DoN'4 H VE D. V. 200, Prj.SS9 0. ~. 34, Pt(. 18 { LOI \) CJ 8 '

~ ~llj '· () ~ ~ \j ) 0 .....,, I G47Z AC. (j 0 CJ \j lf) 0 rt') ~ ~ C) l'-J 0) lOT. , 0 < 9 I ~ c:' l y,<./tV 9 \,[) Iii N,

BASIS OF BEARINGS: 1972 SURVEY OF BEOUGHER SUBDIVISION, BY ROBERT HINTON, P.S. 5179 .

INFORMATION USED FOR THIS SURVEY WAS TAKEN FROM TAX MAPS, TOPO MAPS, DEEDS, AND EXISTING MONUMENTATION FOUND REAL EST ATE DESCRIPTION WORKSHEET

FROM: ALICE STARNER

TO: LYNN AND NANCY WAID

The following real estate situated in the County of Hociillg.fatheState of Ohio and in

the Township of Good Hope and being bounded and described as follows;

Being part of a 90.16 acre tract, O.R. 4, page 827, in the East half of the Southwest

Quarter of Section 23, Tl 3, RI 8, Congress Lands, and being more particularly described

as follows;

Beginning at an iron pipe found, said iron pipe marking the Northeast comer of Lot 10

of Beougher Subdivision, said iron pipe also marking the principal place of beginning of

the tract herein to be described;

Thence South 83 degrees 00 minutes 00 seconds East 305.32 feet to a 5/8" rebar set

with plastic I.D. cap;

Thence North 07 degrees 00 minutes 00 seconds East 235.00 feet to a 5/8" rebar set

with plastic I.D. cap; .. Thence North 83 degrees 00 minutes 00 seconds West 305.32 feet to a 5/8" rebar set with plastic I.D. cap;

Thence South 07 degrees 00 minutes 00 seconds West 235.00 feet in the East line of

said Beougher Subdivision to the principal place of beginning, containing 1.64 72 acres.

Basis of Bearings: 1972 survey of Beougher Sub'd. by Robert Hinton, P.S. #5179.

This description was prepared from an actual survey performed by James R.

Cartwright, Ohio Registered Surveyor #7486. CONDITIONAL APPROVAL/ TRANSFER Not to be used as separate bulldlng site or transferred as an Independent parcel In the future without Planning Commission and/or Hetalth Department approvs.r 0wr/ /It) (/f Sec. ;2 3 7, 3'11 /k. PLAT OF A 7.371 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Town ship, Hocking County, Ohio; being pa rt of the Southeast qua rt er of Section 23, Township 13, Range 18.

County Road 10, ----- Rockbridge "A" Road

518.36'

N5'00'28"E 98.04' 0 100 200 SCALE: 1" = 200'

Tewenbec, Inc. OR63-553 7.371 Acres REFERENCES: Tax maps Deed descriptions Previous surveys Existing monumentation State of Ohio highway plans East Right of Woy ~--U.S. Route 33 S89'26'20"W- 710.70' N89'41'15"W- 496.00'

Jean Conan Point of Beginning 114-366,194-751 & OR 113-574

Approved - Mattiernatically Hocking County Engineer's Office

BY -l1 t;t.-1 DATE 2 ,...z. 1..<)~ -~1 ~I 01 LEGEND

:. Point • 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 set .A MAG nail set

D Stone found 1'0 '<:j- N N • Spike set in brick c I c .Q 0 -+-' -+-' ® 5/8" iron pin with 1-1/4" plastic ID cap <.> <.> ()) ()) stamped SEYMOUR & ASSOCIATES found en en

© 1 -1 /2" OD iron pipe found © 1" OD iron pipe found Southeast corner of Section 23 REFERENCE BEARING: East line of Section 23 as North 0 degrees 00 minutes 00 seconds East 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 hereon on the 25th day of February, 2003 and that the plat is a correct the premises as described by said survey. \.

Re Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 (740) 385-4260 SURVEY DESCRIPTION OF A 7.371 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 1037.89 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 710.70 feet to a 1" OD iron pipe found and being the point of Beginning of the tract of land to be described; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way ofU. S. Route 33, from which a 1-1/2" OD iron pipe found bears North 89 degrees 41 minutes 15 seconds West at a distance of 2.83 feet; thence with the East right of way of U.S. Route 33 the following two bearings and distances: 1) North 13 degrees 20 minutes 35 seconds West a distance of 271.38 feet to a 5/8" iron pin set; 2) with a curve to the left having a radius of 4345.18 feet and a chord bearing North 19 degrees 16 minutes 26 seconds West at a distance of 3 74.13 feet to a spike set in brick at the East right of way of County Road 10, Rockbridge "A" Road; thence leaving the East right of way of U. S. Route 33 and with the East right of way of said County Road 10 the following two bearings and distances: 1) North 5 degrees 00 minutes 28 seconds East a distance of 98.04 feet to a point; 2) North 6 degrees 57 minutes 19 seconds East a distance of 35.34 feet to a MAG nail set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 518.36 feet to a 5/8" iron pin set; thence South 11 degrees 15 minutes 07 seconds West a distance of 272.89 feet to a 5/8" iron pin with 1-/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found and passing a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found at a distance of78.66 feet; thence South 4 degrees 18 minutes 36 seconds East a distance of 167.50 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence South 35 degrees 25 minutes 51 seconds East a distance of 333.99 feet to the point of beginning, containing 7.371 acres more or less, and subject to any public or private easements of record. The above 7.371 acre survey is intended to describe part of the various tracts as deeded to Tewenbec, Inc. deed reference Volume OR63, Page 553, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 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 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 February 25, 2003.

Approved • Mathematically Hocking County Engineer's Office

BY .. (1 tv .. DATE),:--:.?--?~"">

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 740-385-4260 1 1 bead Hcpt::.. Twp.) 'Sec. 23 , - -H.Y i A _:. PLAT OF A 0.461 ACRE EASEMENT TRACT FOR WINDY HILLS GOLF COURSE (E"o~ervieYl+) · Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18. r-.-- East right of way County Road 10, Rockbridge "A" Road S82'03' 46"E-10. 78' S84'55'JO"E 288.96' Rockbridge LEGEND N84'55'Jo"w Enterprises LTD, LLC • Point 240.00' OR262-233 .w o 5/8"x .30" iron pin with 1-1/4,, oo 0.461 acre easement _!") 0 plastic ID cap stamped LPG-6344 '7" ~ previously set 0 O'i ID <-­ z: so·oo·oo"E-86. 15' • 5/8"x 30" iron pin with 1-1/4" S84'55 'Jo't plastic ID cap stamped LPG-6344 (I 270.98' ..... center of Buck Run Creek set -)'.:. '/) .A MAG nail previously set \\ 0 9;. v -i. (;, 0 N84'55'30"W-38.71' _..> \.)) (Jl D Stone found ()), .k> '(j\ 0) ~~o. c ® 5/8" iron pin with 1-1/4" plastic ID • (j\ c ..\>' c cap stamped SEYMOUR & ASSOCIATES o~~ 0) found z Cl) co ® 1-1/2" OD iron pipe found '+- 0 @ 1" OD iron pipe found +-c 0 ()_ ~ East Right of Way ~...,.... __ U.S. Route 33 cP. S89'28'20''W- 710.70' @~·~~~~~~~~~~~~---

REFERENCES: Tax maps Deed descriptions Previous surveys Existing monurnentation 100 State of Ohio highway plans SCALE: 1,, = 200'

REFERENCE BEARING: I }LJ East line of Section 23 as North 0 degrees 00 minutes 00 seconds East Bearings 0 0 are based upon an assumed meridian and are to denote angles only. 0 0 b CERTIFICATION: z I hereby certify that an actual survey was made under my supervision of the premises shown hereon on the 23th day of January, 2004 and that the plat is a correct representation of the premises as d esc ri bed by said survey. I"} '

Survey by: Larry 9 East Southeast corner of Section 23 ___,._, SURVEY DESCRIPTION OF A 0.461 ACRE EASEMENT TRACT FOR WINDY HILLS GOLF COURSE

Situ~ted in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18; being an easement tract; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 103 7.89 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & AS SOCIA TES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 710. 70 feet to a l" OD iron pipe found; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way ofU. S. Route 33, from which a 1-1/2" OD iron pipe found bears North 89 degrees 41 minutes 15 seconds West at a distance of 2.83 feet; thence with the East right of way ofU. S. Route 33 the following two bearings and distances: 1) North 13 degrees 20 minutes 35 seconds West a distance of 271.38 feet to a 5/8" iron pin previously set; 2) with a curve to the left having a radius of 4345.18 feet and a chord bearing North 18 degrees 49 minutes 40 seconds West at a distance of 306.50 feet to a 5/8" iron pin set; thence leaving the East right of way of U.S. Route 33 South 84 degrees 55 minutes 30 seconds East a distance of 210.98 feet to a 5/8" iron pin set and being the point of Beginning of the easement tract of land to be described; thence North 5 degrees 04 minutes 30 seconds East a distance of 194.00 feet to a 5/8" iron pin set; thence North 84 degrees 55 minutes 30 seconds West a distance of 240.00 feet to a MAG nail previously set on the East right of way of County Road 10, Rockbridge "A" Road; thence with the East right of way of said County Road 10 the following two bearings and distances: 1) North 6 degrees 57 minutes 19 seconds East a distance of 18.43 feet to a 5/8" iron pin set; 2) North 32 degrees 46 minutes 09 seconds East a distance of 24.37 feet to a 5/8" iron pin set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 288.96 feet to a point in Buck Run Creek; thence South 82 degrees 03 minutes 46 seconds East a distance of 10. 78 feet to a point in the center of Buck Run Creek; thence with the center of Buck Run Creek the following two bearings and distances: 1) South 20 degrees 26 minutes 24 seconds West a distance of 153 .11 feet to a point; 2) South 0 degrees 00 minutes 00 seconds East a distance of 86.16 feet to a point; thence leaving the center of Buck Run Creek North 84 degrees 55 minutes 30 seconds West a distance of 3 8. 71 feet to the point of beginning, containing 0.461 acres more or less, and subject to any other public or private easements of record. The above 0.461 acre survey is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC. deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 ,RJ:o,µe1.tt, was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on January 23, 2004. •'''''''' 'r1,,,,1" ~·••••· •\ ~~r' E. 0 f: ()'""l<,1, ······· .• ,.~~ c., ...... ·······.... /0 ·······-:. Approved - Mathematlcally / .. / LAflf.:iy "\ \ Hocking County Engineer's Office· ¥ / F;. \~ ~ ~ ~'O i GER.ST1\;ER \ § BY CN DATE o~-o3-a't ~ :'O \ S~6344 f er g \()\,(\ /Of ~ ,;\\ \.>;~ ,,.<)/ ~ f Survey by: \ ,"\\ ·... ~ G1o·rv;~'<--/. ,l.v I Larry P. Gerstner - Engineering and Surveying \~~ "~~"J: ...... ?. .... :::: .. ···:· ,0~ ...···· ...... ~ ON(\t sv ...... 9 East Second Street, Suite A, Logan, Ohio 4313 8 7 40-3 85-4260 '''•·c"""--~1·n·•: .... ~,:1« 1 '·''"''' c;~--

D Stone found Q) c • Spike previously set in brick c c ® 5/8" iron pin with 1-1/4" plastic Q) Q) ID cap stamped SEYMOUR & m ASSOCIATES found '+- 0 0 1 -1 /2" OD iron pipe found -+- c © 1" OD iron pipe found 0 Q_ East Right of Way

'vi U.S. Route 33 \})_ S89'28'20''W- 710.70' &~------{D . N89'41'15"W- 496.00' N89'41 '15"W _} 2.83' Jean Canan 114-366,194-751 & OR 113-574

REFERENCES: Tax maps Deed descriptions Previous surveys Existing monumentation 0 100 200 State of Ohio highway plans -~I SCALE: f"- I 1" = 200' 81 REFERENCE BEARING: -~I East line of Section 23 as North 0 degrees 00 minutes 00 seconds East Bearings "01 0 are based upon an assumed meridian and are to denote angles only. 'QI

CERTIFICATION: ~I I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 23rd day of January, 2004 and that the plat is a correct representation of the premises as described by said survey. I") "'1- N N c c I 0 ...... 9 u 0 ;P tJ!d QJ QJ ~Surveyor No. 6344 VI VI Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 (740) 385-4260 Southeast corner of j Section 23 SURVEY DESCRIPTION OF A 1.052 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 103 7.89 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 710. 70 feet to a l" OD iron pipe found; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way ofU. S. Route 33, from which a 1-112" OD iron pipe found bears North 89 degrees 41 minutes 15 seconds West at a distance of 2.83 feet; thence with the East right of way of U.S. Route 33 the following two bearings and distances: 1) North 13 degrees 20 minutes 3 5 seconds West a distance of 271.38 feet to a 5/8" iron pin previously set 2) with a curve to the left having a radius of 4345.18 feet and a chord bearing North 18 degrees 49 minutes 40 seconds West at a distance of 306.50 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described; thence continuing with the East right of way of U.S. Route 33 with a curve to the left having a radius of 4345.18 feet and a chord bearing North 21 degrees 17 minutes 42 seconds West at a distance of 67.69 feet to a spike previously set in brick at the East right of way of County Road 10, Rockbridge "A" Road; thence leaving the East right of way of U. S. Route 33 and with the East right of way of said County Road 10 the following two bearings and distances: 1) North 5 degrees 00 minutes 28 seconds East a distance of 98.04 feet to a point; 2) North 6 degrees 57 minutes 19 seconds East a distance of 35.34 feet to a MAG nail previously set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 240.00 feet to a 5/8" iron pin set; thence South 5 degrees 04 minutes 30 seconds West a distance of 194.00 feet to a 5/8" iron pin set; thence North 84 degrees 55 minutes 30 seconds West a distance of 210.98 feet to the point of beginning, containing 1.052 acres more or less, and subject to any public or private easements of record. The above 1.052 acre survey is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 January 23, 2004.

Approved - Mathematically Hocking county Engineer's Office BY CN DATE 6_,t-03--0'i

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 740-385-4260 PLAT OF SURVEY iJD)JJP~/O/=' 7//eOuc1Y1J Or <5!£710))2.0) 70;,vv·ll3·J.f... fif0c/c3·V Gcoo)(o,,oc7SwU5/oP; kcc.k'11J:J C01--- 07LJ7c or: 01110 1

DA1E: OU'iY ~ /{)f).:!)

BY:

11 1 £:::.- % X ,3::/ /R'QAJ rl.DOET w/ fJ/-151/C /,0. CAPUTAA.fPE 0 .. 1pc-YA10U.e-iA~6CC. " A 41K'OA.> P;j) roo1J/J w/!J} (Ap 1 11 OTAlrlPED/ ),/P6-c'JM3 -- 0- /RolJ /1).) /0U, -f311JT

Office l'Y;l!fiv---- DATE -2:::Jk.11

3 u a01v:s1 ON Rl ,d _ .. , ~- :::; ~~ :.. ', ~.;v~ ~ PENDING HEALTH CEP~ A?Pr10VA:_

BY~~------:JATC __l.::_!_k_:!l ~

KYU..g,y(e'q: /M~;j AcHIOUO d:>

Being part of the tract of land that is now or formerly in the name of Tewenbec, Inc., as recorded in Official Record 63 at page 553, Hocking County Recorder's Office, said tract being part of the southeast quarter of Section 23, Tl3N, Rl8W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning at an iron pin found in a concrete filled, vitrified clay pipe monument at the northeast corner of the J. W. Rider Addition as recorded in Village Plat Book 2 at page 214, Hocking County Recorder's Oflice~

Thence along a line to the grantor, the following five courses: 1. North 33 degrees 41 minutes 06 seconds East a distance of 142.17 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 2. South 56 degrees 48 minutes 03 seconds East a distance of 16.51 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 3. North 33 degrees 40 minutes 43 seconds East a distance of 8.00 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 4. South 56 degrees 48 minutes 03 seconds East a distance of 140.88 feet to a 5/8" X 30" iron pin with a plastic identification cap set, and; 5. South 87 degrees 18 minutes 03 seconds East passing through a 5/8" X 30" iron pin with a plastic identification cap set at 25.00 feet going a total distance of 49.48 feet to a point in the center of a creek;

Thence leaving the grantor's line, and with a new line through the grantor's land, the following three courses: 1. South 30 degrees 35 minutes 11 seconds West a distance of 236.31 feet to a point in the center of said creek from which a 5/8" X 30" iron pin with a plastic identification cap set for reference, bears North 52 degrees 37 minutes 18 seconds West a distance of 20.00 feet~ 2. South 38 degrees 15 minutes 02 seconds West a distance of 158.73 feet to a point in the creek, and; 3. Leaving the center of said creek, North 81 degrees 04 minutes 36 seconds West passing through a 5/8" X 30" iron pin with a plastic identification cap set at 20.00 feet and a 112" iron pin with a plastic identification cap stamped "MPB - 6803" found at 82.00 feet and another a 112" iron pin with a plastic identification cap stamped "MPB - 6803" found at 302.91 feet going a total distance of 321.89 feet to a point on the grantor's property line, on the east line of County Road 10, also known as Jackson Street;

Thence along the easterly line of County Road 10, North 11 degrees 55 minutes 25 seconds East a distance of 89.98 feet to a point;

Thence leaving the easterly line of County Road 10, and along a line to the grantor, South 78 degrees 13 minutes 09 seconds East passing through an iron pin found at 21.41 feet and going a total distance of 226.53 feet to a point~

Thence continuing along a line to the grantor, North 83 degrees 03 minutes 23 seconds East a distance of 6.14 feet to an iron pin found~

Thence continuing along a line to the grantor, North 07 degrees 31 minutes 22 seconds East a distance of 34.87 feet to an iron pin found~

Thence continuing along a line to the grantor, North 07 degrees 17 minutes 45 seconds East a distance of 165. 94 feet to the point of beginning containing 1. 9796 acres, more or less, and subject to all easements of record.

All 5/8" X 30" iron pins with plastic identification caps set are stamped "Seymour & Associates".

The bearings used in the above described tract were based on the east line of the J.W. Rider Addition, as bearing North 07 degrees 17 minutes 45 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, in June, 1999. PLAT OF A 2.458 ACRE TRACT FOR JOE CRABBE

Situated in Good Hope Township, Hocking County, Ohio; being part of the abandoned and part of Fractional Lot 1 of Section 23, Township 13, Range 18.

CONDITIONAL APPROVAL/ TRANSFER ot to be used as Ohio and Erie Canal Northeast corner separate uilding site or right of way line of Section 23 transferred s an independent parcel in t e future without Line of Station 1058+22 Planning rnrnission and/or Ohio and Erie Canal Health Dep trnent approval \ Scott & Bobi Jo Cherryholmes 208-468 \ \ Center of 0 100 200 Township SCALE: Road 118, 1" 200' Troxel­ = Buckeye Road

3' Railroad curve REFERENCES: N45' 30' 1o"w----- 376.92' Tax maps R = 1860.08' -~1 Deed descriptions Ns1·19'os"w Previous surveys 210.80' TOTAL Existing monumentation N32' 15 31.66' 'QO"EJ Existing public road :d - Matile;~3tica::y S49'31 '27"E Canal plans ",.:ing County Engineer's Office 60.43' Railroad plans s11·24'33"w h /#-. DI.TE J-1--o) 98.00' North right of way ----- Line of Station 1067 + 20 Ohio and Erie Canal LEGEND C. & 0. Railroad ,,,,'". :.l fl:'~,, ...... ···; E. 0 F ''"·········.. •• ,,( i>'- \ ·~, .. ••·,.....,.'\ ...... 0 '7'/ ••• • Point " -..1 .... ··. 'O .. !:' ,.....-··" LARRY··...... \.\ o 5/8" iron pin with 1-1/4" pastic ID cap stamped SEYMOUR & ASSOC. found f / P. \ \ ~ -a I GERSTNER 1 i • 5/8"x 30" iron pin with 1-1/4" ! JJ t S-6344 f er ~ \ 0 \...; . ! 0 i plastic ID cap stamped LPG-6344 I \ \ ,,,.<) / l set ~w ~ ~(',. ~ 0 \. ~('\ ~!!JSTE.~~/ ~0 ./ 0 ~-,~ --~--- t').." ~ D Concrete C. & 0. Railroad right of way marker 0 O/Q . • c.\Yc ./ 0 ...... NAL .) ······ 0 ~~.~;n.io.u.ttY'f•'-'""~\'\: U! REFERENCE BEARING: East line of Section 23 as South 0 degrees 00 minutes 00 seconds East. Bearings are based upon an assumed meridian and are to denote angles only.

CERTIFICATION: I hereby certify that a n a ct u a I survey was made under my supervision of the premises shown hereon on the 7th day of February, 2001 and that the plat is a correct representation of the premises as described by said survey.

Re~Cufv~o. 6344 Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street_, S~uJte A, Logan, Ohio 43138 (740) 385-4260 SURVEY DESCRIPTION OF A 2.458 ACRE TRACT FOR JOE CRABBE

Situated in Good Hope Township, Hocking County, Ohio; being part of the abandoned Ohio and Erie Canal and part Fractional Lot 1 of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a point at the Northeast corner of Section 23; thence with the East line of Section 23 South 0 degrees 00 minutes 00 seconds East a distance of 1709.40 feet to a point, from which a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOC. found bears South 0 degrees 00 minutes 00 seconds East at a distance of 719 .42 feet; thence leaving the East line of Section 23 North 69 degrees 23 minutes 06 seconds West a distance of 391.76 feet to a 5/8" iron pin set at station 1067+20 on the South line of the abandoned Ohio and Erie Canal and being the point of Beginning of the tract of land to be described; thence with the South line of the abandoned Ohio and Erie Canal North 58 degrees 23 minutes 27 seconds West a distance of 271.50 feet to a 5/8" iron pin set on the North right of way of the C. & 0. Railroad; thence with the North right of way of the C. & 0. Railroad North 51 degrees 19 minutes 05 seconds West a distance of 210.80 feet to a 5/8" iron pin set and passing a concrete C. & 0. Railroad right of way marker at a distance of 130.50 feet; thence continuing with the North right of way of the C. & 0. Railroad on a 3 degree curve to the right with a radius of 1860.08 feet and a chord bearing North 45 degrees 30 minutes 10 seconds West at a distance of 376.92 feet to a concrete C. & 0. Railroad right of way marker; thence leaving the North right of way of the C. & 0. Railroad North 15 degrees 12 minutes 15 seconds West a distance of 43. 73 feet to a 5/8" iron pin set at station I 05 8+ 22 on the Southwest line of the abandoned Ohio and Erie Canal; thence crossing the abandoned Ohio and Erie Canal at station 1058+22 North 83 degrees 49 minutes 33 seconds East a distance of 267.93 feet to the Northeast line of the abandoned Ohio and Erie Canal; thence with the Northeast line of the abandoned Ohio and Erie Canal South 29 degrees 07 minutes 58 seconds East a distance of 308.81 feet to a 5/8" iron pin set; thence leaving the Northeast line of the abandoned Ohio and Erie canal South 32 degrees 15 minutes 00 seconds West a distance of 89 .04 feet to a point; thence South 59 degrees 25 minutes 05 seconds East a distance of 305.98 feet to a 5/8" iron pin set; thence North 32 degrees 15 minutes 00 seconds East a distance of 31.66 feet to a 5/8" iron pin set on the North line of the abandoned Ohio and Erie Canal; thence with the North line of the abandoned Ohio and Erie Canal South 49 degrees 31 minutes 27 seconds East a distance of 60.43 feet to a 5/8" iron pin set at station I 067+20 of the abandoned Ohio and Erie Canal; thence crossing the abandoned Ohio and Erie Canal South 11 degrees 24 minutes 33 seconds West a distance of 98.00 feet to the point of beginning, containing 2.458 acres more or less, and subject to the public easement of Township Road 118, Troxel - Buckeye Road and any other public or private easements of record. The above 2.458 acre survey is intended to describe all of Ohio and Erie Canal between stations 1058+22 and 1067+ 20 still belonging to the State of Ohio, Department of Natural Resources, by the Ohio General Assembly Act of February 4, 1825 (Ohio Law 23: Section 8 with subsequent amendments). This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, canal plans, railroad plans, and an existing public road. The reference bearing for this survey is the East line of Section 23 as South 0 degrees 00 minutes 00 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 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 February 7, 2001.

,;7 ,Hf Z·· <{-01 I I CONDITIONAL APPROVAL/ TRANSFER Not to be used as seperata building site or transfarrod as an independent parcGI In the future without Planning Commission and/or Health ~partment approval Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260 PLAT OF A 1 .395 ACRE TRACT FOR WILLIAM AND JULIE: CRABBE (' ?'f ~~-

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 1 of Section 23, Township 13, Range 18. Center of

~~~~s~if 8, ~] Troxel- Buckeye Rood - "'z \ \ "--0 (_\;1 if)~ \

C\v" \

"' \ William F. & 0 50 100 , ~ Julie A. Crabbe ~ , OR71-296 SCALE: ~ 1. 395 acres 1" = 100'

"' ~""- ' I ~· ~I0 "'- ~ --~ " ·o I 0

~~f>() ~North line of ~i REFERENCES: ~r\- abandoned Ohio 0 and Erie Canal Tax maps Deed descriptions 'l~'o'o '} Previous surveys Existing monumentation Existing public road Canal plans

'} Railroad plans Engineer's Of iirr~ rt /if ~ ··-· 2~r-01 rJ-1, s-t''f r ~"' -r LEG END

• Point :~I O 5/8" iron pin with 1-1/4" pastic ID cap 0 _o I stamped SEYMOUR & ASSOC. found 0 0 0 • 5/8"x 30" iron pin with 1-1/4" if> plastic ID cap stamped LPG-6344 set

REFERENCE BEARING: East line of Section 23 as South 0 degrees 00 minutes 00 seconds East. 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 7th day of February, 2001 and that the of the plat is a premises as described by said survey. c~ re~r~~on

-rf:f<}!/f!Jfe h u rv ey or No, 6344 Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 (740) 385-4260 SURVEY DESCRIPTION OF A 1.395 ACRE TRACT FOR WILLIAM AND JULIE CRABBE

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 1 of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a point at the Northeast corner of Section 23; thence with the East line of Section 23 South 0 degrees 00 minutes 00 seconds East a distance of 1709 .40 feet to a point, from which a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOC. found bears South 0 degrees 00 minutes 00 seconds East at a distance of 719.42 feet; thence leaving the East line of Section 23 North 59 degrees 00 minutes 00 seconds West a distance of 478.50 feet to a 5/8" iron pin set in the abandoned Ohio and Erie Canal and being the point of Beginning of the tract of land to be described; thence North 59 degrees 25 minutes 05 seconds West a distance of 305.98 feet to a point in the abandoned Ohio and Erie Canal; thence North 32 degrees 15 minutes 00 seconds East a distance of215.82 feet to a 5/8" iron pin set and passing a 5/8" iron pin set on the North line of the abandoned Ohio and Erie Canal at a distance of 89.04 feet; thence South 53 degrees 00 minutes 00 seconds East a distance of 306.90 feet to a 5/8" iron pin set; thence South 32 degrees 15 minutes 00 seconds West a distance of 181.50 feet to the point of beginning, passing a 5/8" iron pin set on the North line of the abandoned Ohio and Erie Canal at a distance of 149.84 feet, containing 1.395 acres more or less, and subject to the public easement of Township Road 118, Troxel - Buckeye Road and any other public or private easements of record. The above 1.395 acre survey is intended to describe all of Parcel One as deeded to William F. and Julie A. Crabbe, deed reference Volume OR71, Page 296, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, canal plans, railroad plans, and an existing public road. The reference bearing for this survey is the East line of Section 23 as South 0 degrees 00 minutes 00 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 30" and are capped by a 1-114" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on February 7, 2001.

i 01~;,~; ;

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 385-4260 NOTE: Bearings derived from a C\ 00 previous survey and are tl1 ~ M .µ (""') 'P""i N for the determination of ~ M l ~ angle.s only. ~ in co 0 ·~ M ~ ~~S.t..C<>IClltR S£CTIM .µ l .c i.3> >-t3-JJ~P..-J8-'N 0 -~ - Goon }to?C: Tw?. ri .-1 ... \0 c:: ft' ______, < -~ ~ rn NoP.)H ():)TN - O" I' •• b1 0 ~ \..::. <:J) r-( ' <:O ~ ;'~2-C>. z 0 ?--e.'!>ve;.rlq.../ '\I - ~~E tJ

'I u --'1 0 LEGEND \) I.I..\ Vl 0: 5/8" iron pin with a \ 'V) plastic identification I Vl m cap set ·'~ JOAAWE. Cl>.'l~'tl-/IJAJfr\ I ,..o \ •:point ::tt4··4lS o oO"v 'l--co· ~ . ~ \ .µ /--\ Ul \ ~ / \ J.J / ~ d) ~ / > ~.. > 0 ).I / 1 c: ~ / / s 8 / // ~'J.~'o' >, . / / ·sr.,b ./ / Q) Ul / C\ / // ~ / b1 '° / / ff',;J" / ./ / v>~~/ / ~~ / / aof\1) / / ...~~~ ~c; r / ~!'"'~

~~~~.:¢·'-Y,' / ~ ... / 'f..orr-.""s~f., e ~ / a.o tl :X: .-1 H ± Q,0340 AC,, E-48 :x: ex. / ~ ,mo ~ / / gM&M V) I hmh! cert1f1 that u actual S1tlt1 m 1aae rr direct supenlslon of Ue prW!es shoe hereonon the NOE-4 / mu MzE-4< ./ ~ay of-1".AN~R't'ml;and Uat t~eplat ls a cmect represenbtlo1 of Ue prealses as aeter-1.ud by said ~OM~ / sunn. I fuUet certify that.Uere are no enctoachents either ny across uy bo1ndnye:teept as sbn hereoa. HO.. 1-- rx.80 .. ""0 0 0 :x: >4 / F:~ M 8 ~ 8 03 oz ~ O:r:i.O::> ~ / ~ogg R6SfRi £. STARf.Jt:R / REFERENCES < 0: .. o m~·;z.<.

.EXH)B>T ~ff. co C\..,. Bearings derived from a ~ M ~ M previous survey and are .µ ..,. M I " for the determination of ~ in • co 0 angles only. ~ M '""4 I .c .µ 0 $o.J1'JIE.A!JT Co~.u£Rill~ - S.f.GTJDJJ l.3.) ...__/ • l ri .....• .. \0 c:: ra i·/3·/V j R-18-W ~ -~ :! - IO"I c.ooc >{()~]1.>.lP. ~ "'l Ul 0 r-4 !:: I" ~ ~ ~ NOP,)}\ 0 ~ ~ u ~~~e ~p..ct"fof.../ \ Ill • t u 0 LEGEND \j" 0= 5/8" iron pin with a 'ti Ul \.\1 plastic identification I ~ cap set IU • = point ~ .,. .:ro~-"C.0,_,RF\t> /I/A I/ti\ n .2.J4-41S ~ ., c,• ~ 11> ~ 52' ~ 0 ~ ~ ~o·\'O e a ), . QJ n C'\ Ul \0 f'J~--<.

~~~'fN ..~ 0,"00 0 :-.rl~s?

~,,,..,~"- \~ ?--t:J'?-0 ~ s~~•• .. 8 o< :z: ~ ~~ .. = ~ ,,,,1:1ua,~,~ t'slM 0. 0 of'~~#/;),<: ::t:nH 0 ""'~,,#, ,,,~'€.o~ ... E-t f4 r:r. ""). Rl)S.e_~,.sr~~ = ::::> \ ~;\fa' ,,, ~ OJ(...... ,.mo .:'1 't '.. ··-··· •• - y O:.. \~ \ 11e,.2u~ gM~rzl .·· ••. ""'~ ~f" ~ NOE-4 ~ .. l \ (/): GEORGEF. 0 :, ~zE-4£,: ~ \ / ; i SEYMOUR 1 ~ \!,) / f4 rzl ttl =• S-6044 • ;;: °.... 0. ~ \ / APPf'Dled• Mat!Jematically • ~ ;, -..~ ~.:~E rz.E-40 .. ti) ~ ••'i!"GIST~~~.. $ oO::t:>4 ~gineersoff~ ~ An...~ •..d._ ~ rzl f4 ~ ~/// B)'l= e Z--lf-'1/ e-t 00 ~ "(./ ()~~ az ~ !· ...... /?VE"<······ ,,,, C?:rt.O:> l­ """' ...... ,,.,,, ...... ,,,, o ~0 88

:;: tCC~.. o 't-4) ~ I herebycertlfr tutu amal s1mr ns ude utaer I! a1rect s1penlslo1 of t•e ptolses s•on hereon01 tle 7 rzl~:z; • -:i -22 H ~rof.Y.4111a.cAJ!r 1''1; ~e ls correct represe1tatlo1 of ~e as deteru1ed br said 0 E-t ~ REFERENCES nd t•at plat a preuses co .... ~ \~ s1ne7. I further eertlfr tut tlere are 10 e1croacm1ts either var aaoss ur boedary exceptas shon hereon. :z~n~ Deeds as noted .... :>~t) \~ County tax maps ~o g Previous surveys _xY~F;/~ ,. Existing monuments PlomsIOJlimmoi 10.;(44 £XJB1 T C'' n '."'.: :J EXHIBIT "A"

Being a part of the tract of land in the name of Robert E. Starner as recorded in Deed Book 118 at page 269, Hocking County Recorder's Office, said tract being situated in the southeast quarter of Section 23, T13N, Rl8W, Good Hope Township, Hocking County, State of Ohio, and more particularly described as follows:

Beginning, for reference, at the southeast corner of Section 23, Tl3N, Rl8W;

Thence along the south line of said section, North 88 degrees 23 minutes 34 seconds West a distance of 1784.64 feet to a point; Thence leaving said section line, North 28 degrees West a distance of 129.76 feet to a point on the grantor's east line;

Thence leaving said east line, South 62 degrees 55 minutes 50 seconds West a distance of 21.06 feet to a 5/8" iron pin with a plastic identification cap set for the principal place of beginning of the tract herein described;

Thence South 62 degrees 55 minutes 50 seconds West a distance of 37.31 feet to a 5/8" iron pin with a plastic identification cap set;

Thence North 27 degrees 07 minutes 53 seconds West a distance of 39.99 feet to a 5/8" iron pin with a plastic identification cap set;

Thence North 62 degrees 41 minutes 02 seconds East, passing through a 5/8" iron pin with a plastic identification cap set at 35.93 feet, going a total distance of 36~70 feet to a point;

Thence South 28 degrees East a distance of 40.16 feet to the principal place of beginning, containing 0.0340 acre, more or less.

Approved - Mathemat1cally ~ngineer's office By"a;z;J te Z-1111 (continued on page 2]

PAGE 1 OF 2 EXHIBIT "A"

[continued from page 1]

Also included with the above described tract is a driveway easement for ingress and egress purpose to be used jointly with the grantor and being more particularly described as follows:

Beginning, for reference, at the southeast corner of Section 23, T13N, Rl8W;

Thence along the south line of said section, North 88 degrees 23 minutes 34 seconds West a distance of 1784.64 feet to a point;

Thence leaving said section line, North 28 degrees West a distance of 31.48 feet to a point on the grantor's east line said point being the principal place of beginning of the easement herein described; Thence leaving said east line, South 62 degrees 55 minutes 50 seconds West a distance of 44.95 feet to a point, Thence North 28 degrees west a distance of 98.28 feet to a point on the south line of the above described 0.0340 acre tract;

Thence along said southerly line, North 62 degrees 55 minutes 50 seconds East a distance of 10.00 feet to a point;

Thence leaving said southerly line, South 28 degrees East a distance of 78.28 feet to a point; Thence North 62 degrees 55 minutes 50 seconds East a distance of 13.89 feet to a point;

Thence parallel with the grantor's east line, North 28 degrees West a distance of 303.45 feet to a point on the south right of way line of State Route 374; Thence along said right of way line, North 62 degrees 55 minutes 50 seconds East a distance of 21.06 feet to a point on ~he grantor's east line;

Thence leaving said right of way line and along the grantor's east line, South 28 degrees East a distance of 323.45 feet to the principal place of beginning containing 0.1853 acre, more .or less. 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 surveyed by George F. Seymour, Ohio Professional Surveyor No. 6044, January 29, 1991.

Approved • Mathematically Hocking County Engineer's office By 11/tfWDate 2- -11-9./ PAGE 2 OF 2 I "-·WARRANTY DEED J1towu1lnf tnhet~t$tJre$tnti i~ .. Gccct ~\&~~ ~ : STACY R. BEOUGHER an

Of t/te Township ol Goodhope ,County ol Hocking

1.tnd State, 01· Ohio Oranto/lJ , tit constderatto11 olthe s1111t o/ One· Dollar ($1. 00) and other good and valuable considerations

lo them pat'rl qy ROBERT H. POLING and GERTRUDE POLING;

o/' llte or ,County or Hocking (' a1ut :State o/1 Ohio Oran lee s , the receipt whereof is hereby aclmowlerlge~ do ltelr!bf grunt. btt11Jttitt,1'l'll n~b (tJttltl'l,! to tltesaicb Orantees, ROBERT H. POLING and GERTRUDE POLING,

- ~)· their helrs and assigns forever; tlte l'ollow1ng .iRea l <.€.tif Utr sitaatefl in tJu County of Hocking tit the State o/ Ohio ,andln tlie Township . o/ Goodhope andbounded flnd descri!Jed as lbllows.·

FIRST TRAGI': Situated in the State of Ohio, County of Hocking, Township of Goodhope, being a part of the Southwest Quarter of Section No.23, T. 13, ~. 18, and bounded as follows:

Beginning at a spike in the center line of State Route No. 374, in the South line l( of said Section, at the Southeast corner of the West ljalf of the said Southwest Quarter Section; thence continuing with the said road ~.nd Section line, West 00° - f 00' 175.00 ft. to a spike; thence North 00° - 00' 1so.o'O ft. to an iron pin; thence East 00° - 00' 175.00 ft. to an iron pin; thence South 00° - 00' 150.00 ft. to the beginning. Containing 0.60 of an acre, more or less. (). f0 <.Y).,,

Subject to a 25.00 ft. wide for easement purposes along the entire West side of the above described tract. Also subject to all right-of-way easements to the Ohio Fuel Gas Co., also any State Highway Easements of record.· ·

SEC.."OND TRACf: Situated in the State of Ohio, County of Hockii\g, Township of Goodhope,

being a part of the Southwest Quarter of Section No. 23, T. 13, R. 18, and bounded as follows:

Beginning at an iron pin at the Southeast corner of the tract herein described, said . pin bears North 00° - 00 I 150. 00 ft. from the Southeast c·orner of the west Half of .. the said Quarter Sec;tion; thence West 00° - 00' 175. 00 ft. to an i1:on pin; thence North 00° - 00' 125.00 ft. to an iron pin; thence East 00° - 00' 175.00 ft. to an iron.pin; thence South 00° - 00' 125.00 ft. to. the beginning. Containing 0.50 of an acre, more or less. 0. S--02.

Subject to a: 25.00 ~t. wide strip of ·land along the entire west side of the above described tract, for easement purpose:>. ~~- C..), \ ~ 7

The Grantors horein named, grrm t to the Grantees the right of ingress and egress to the above described tract, from State Route No. 374 over a 50.UO ft. wide roadway, . the c~,i;itiH lin.e pf said roadway is described as follows: Beginning at a spike in l'·_:,.~ 1~~~~~~- • "... ~:;.,~~--:.~--- :· I ·the ·center line of said road, bears West 00° - 00 '· 175. 00 ft. from' the S. E. corner of the West Half of the S. W. Quarter of said Section; thence North 00° - 00' 150.00 £t.

Sub j9Ct to all right-of-way easements to tho Ohio Fuc 1 t;as Company.

The above descriptions were prepared from survey by Hobert K. Hinton, Registered Su1~eyor $5179, made June 9, 1971.

m.11 lttrbt anb to bulb sr1irlprnr11:re.s~wtlh all llte priv/le_9e.'i a11r/ fljJjJllll;llll/111~\'

llll!n'llnlo beltJlt!Jill~ to llu su/d (J;rutlte s, ROBERT H. POLING and GERTRUDE POLING, their l1d1:r; roul r1ss

j i .4tul the sairi Oro11/()r s, 1 STACY R. BEOUGHER and MERLE BEOUGHER,

themselves r111rl their

rttJ hn't!b.f mvnu111/ will! 1111' .\·r11d fJn111/1'r' s, ROBERf H. POLING and GERTRUDE POLING,

0 their Jtf'/rs fll!tl rus<"rpt.\~ ll!rtl they are lmvlltl(I' st11'zNI fl/ 1111' pn1111/w:\·

r1fi1re,)'(//t~·tllrt1111esr11il/ln1111i~·11s 11n' lf rrr an~ ([INtrf r11m a11 ~ nrnm br(~tt(l'5 nthatsu1'\tt'r

APPROVED W'''.t~.~tG COUNTY ~NGINEER'S Offl~E ~ ·.7 .• b : ______.______·------• 1 '5TONE · N 1-8°I6'1.::J°E - I/ O / . i G0 W/LJE" PERPETUAL LfE(jlNN/N

N. 81°oo'oo"w. 4.GSBAC. ~~~~~~ 47023'~~~~~~~-r BE!N

~· ll} l\J l\!.• •. , ~-"'~~ ~ ~ tnglneei's otU. (j 0 b}_K.:EN -~ n..~~7 ~ ~~ TEWENBEC,, INC. ~ O. R. G3, ?q.. .553 ~-nmmm.~-Nct ;· ~ ~ tie u.al.G:aia;ta llllildiDg ·sire o• lli l 7---.:w-.:....r.-~ ...... ·! .. re-..;.;...• 33.05 AC. llN'St'rllla•...... paa:el in·~ \\" '\) tutlile._Pr.lmill&Q1lllllisSIOC a!'ll lleollll Dept i!P",.m¥al. ?LAT .SHOW!Nq­ SURVEY OF ~ 0 50 100 zoo 400 .. .500 4.G58ACRE TRACT "' . ~ B'iS/S OF ,f3EARl/\{ \~I ,r-·1 //-/)-"f7 DATE-" 11-11-97 ': ::-::§ 0;; IRON Pi?E 'J.-ouf.ID· - •••.• r.::-c \JI ('"" ...... _;.;,,· ~MES R. CARTWRtt;#T "--- ~ ·~;;;::-.~>" OHIO RECj/STERE:D Su~VEYOR #748G

~ ~I - ,...... REAL ESTATE DESCRIPTION WORKSHEET

FROM: Earl Later, etal

TO: Jean M. Canan

The fol lowing REAL ESTATE situated in the County of

Hocking in the State of Ohio and ln the Township of Good Hope and bounded and described as fol lows:

Being part of a 22.77 acre tract, O.R. 27, page 9, in the Southeast quarter of Section 23, T13, R18, Congress

Lands;

Beginning for reference at a stone found, said stone marking the Southeast corner of said Section 23;

Thence North 08 degrees 08 minutes 25 seconds East

854.44 feet in said Section 23 1 lne to a point, said point marking the principal place of beginning of the tract herein to be described;

Thence North 08 degrees 08 minutes 25 seconds East

178.99 feet in the said Section 23 line to a 5/8 11 rebar set with plastic I.D. cap;

Thence North 82 degrees 09 minutes 30 seconds West

710.73 feet leaving said Section 23 1 ine to an iron pipe found;

Thence South 07 degrees 53 minutes 17 seconds West

122.11 feet to an iron pipe found; Thence North 81 degrees 00 minutes 00 seconds West

470.23 feet to an iron pipe found in State Route 33 East L/A

1 i ne;

Thence South 01 degrees 23 minutes 28 seconds East

126.13 feet in said State Route 33 East L/A 1 ine to a 5/8" rebar set with plastic I.D. cap;

Thence South 86 degrees 43 minutes 41 seconds East

58.83 feet leaving said State Route 33 East L/A 1 ine to a

5/8 11 rebar set with plastic I.n. cap;

Thence South 36 degrees 55 minutes 59 seconds East

42.48 feet to a 5/8 11 rebar set with plastic I.D. cap;

Thence South 88 degrees 38 minutes 40 seconds East

451 . 16 feet to a 5/8" re bar set with plastic I . D. cap;

Thence South 88 degrees 07 minutes 40 seconds East

142.39 feet to a 5/8 11 rebar set with plastic I.D. cap;

Thence South 76 degrees 14 minutes 26 seconds East

225.14 feet to a 5/8" rebac set with plastic I.D. cap;

Thence North 88 degrees 47 minutes 36 seconds East

261.19 feet to the principal place of beginning, passing an 18.i beech tree at 259.29 feet, containing 4.658 acres.

Basis of bearings: 1997 magnetic This description was prepared from the results of a survey performed by James R. Cartwright, Ohio Registered Surveyor No. 7486

DESCRIPTION OF THE CENTERLINE OF A 60 FEET WIDE PERPETUAL EASEMENT FOR RIGHTS OF INGRESS AND EGRESS.

Beginning for reference at a iron pipe found marking the Southwest corner of a 1.37 acre tract, D.V. 194, Pg.751;

thence South 01 degree 23 minutes 28 seconds East

156.13 feet in the East L/A 1 ine of U.S. Route 33 to a point, said point being the principal place of beginning of the 60 feet wide perpetual easement to be described;

thence South 86 degrees 43 minutes 41 seconds East

70.00 feet ieaving said East L/A I ine of U.S. Route 33 to a point;

thence North 48 degrees 16 minutes 19 seconds East 11.00 feet to the terminus point of said 60.00 feet wide perpetual easement.

A.i'prtw~d · M~tP:11,rn~1/r:a\I~ f­ Hock!O& cou.,1t' engineer's :if I:~ ti; tJ'N .LJa:o (c.7}"'17

f~N~mOML Al'PROVW 1 ~ANS:tR-Nrt or um t.l separata bmlding sit d L,ao~fer;~asaolllfepament pa(ce! in· ft/~re w1t~out l'lannil'!~ Gom1:w~1,,, ·~· . he ..:t1 Oe~ t ap~ ~cd '.

said point being 110.0 feet left of Station 100 + 24.84 in the centerline of a survey made in 1962 by the Ohio Department of Highways of U.S. Route 33, Section 0.00 in Hocking County, also known as the Logan Lancaster Road; I Thence from said point of beginning, Southeasterly along an arc of a curve to the right and concentric to the said centerline survey to a point 110.0 feet left of Station l

108 + 00, said arc having a chord bearing South 49° 56' 28" I East a distance of 793.93 feeii l l 0 l Thence South so 2 s·, 01" East a distance of 349. 69 feet I to a point in said L/A Right ~i Way line, said point being

158.0 feet left of Station 111 + 36, also being the North­ west corner of a 0. 58 acre .. tract conveyed by Henry Troxel • ., ,. l; . ~~ ,_ and Susan Troxel, his wife to' Wesley' McBroom, said deed recorded in Deed Volume 14, at page 474. Thence South 75° 48' East 101.97 feet to the Northeast corner of said 0.58 acre tract as conveyed to said Wesley McBroom, said corner also beini the Northwest corner of a 1.92 acre tract conveyed by Ilenry Troxel and Susan T. Troxel,

his wife, to Daniel E. Huls by deed recorded in Deed Volume

14, at page 1l83, said corner also being the Northwest corner of Lot 117 as set forth on a plat in the off.ice of the County Engineer of Hocking County, Ohio titled "Hocking County - Section 23, T 13, R 18, Good Hope Twp - Page 11-C, Block 3, Rockbridge, Revised 3-74";

-2- ·' .

Thence South 88° - 54' East 72.45 feet to a point,

being. J:h~;:·· ;.Np.rtA~.;a.s t .COJ7n~r:. ()f s~i5l. Lot .1. ~ 7 in tl\e V.i:llag~· ,. ! 'I;/·: >·;" ', '.' c :~ :

line Station 113 + 56;

Thence leaving said East line of L~t 117 in and with said L/A Right of Way line South 39° 56' 24" East 40.37 feet to a point in the West line of Lot 121 of said Village of Rockbridge, said point being 146.00 feet left of Station

113 + 95 of said centerline su+vey;

Thence North 13° 52' East in the West line o~ said

Lot 121 and the West line of Lots 120 and 119, 167.60

~' feet to the Northwest corner of Lot 119; Ii - '\.;,,., Thence South 52° 08' East 15.00 feet in the North ·.·;····;·.'.,'\ I~<~'' line of Lot 119, to a point, said point also being the Southwest corner of Lot 118;

; .1 Thence in and with two lines of said Lot l18, the following two courses and distances, North 13° szt East 60.00 feet and North 66° 49' East 17.53 feet to a.point, said point being the most Northerly corner of said Lot 118, said point also being the Southwest corner of Lot 115; Thence North 43° 24' East 165.77 feet in the West line of said Lot 115 to a point, said point being the

Northwest corner of said Lot 115, said point also b~ing in the centerline of Main Street, extended, in the said

-3- Village of Rockbridge (formerly Millville), said poin~

, . . .. ,. ~· . ~ .~·\,' ·.,· r.~ · ' ? ·. ';;,,,,. \: •.• ·. ~~~·t .i ·,:'t'>··'· ..... ·i )".:1·.. , -~." ,;\:}~. ·~1-"-~\ ·:-s ~~~ · . ~'j>·-· ,,,,.,_: · :·:.,. •,, .. , :: ~ ·• \:· ... ~1:§9:;JJSe.ll)·g}!f#~'.: ~dttki~l~!;t·~~c·b t.~'e·:{> 0 f ' a t'~'it'C ~r::: ot·· 0· 1rs ·2 8 $ ; ·>'''.:_~)<,,(: ., . ; , "• ':' • . :·,' :,J ;\ : ,·f~f .. :~ '<' < •:. ':, ., .. •. '. . . . , ,I~ . ac~~ conveyed by H~~ri T~bx~l ari~ Susan T. Troxel, his wife, to J6seph E. Barron by'Deed bearing date of January 28, 1888 and recorded in Deed Volume 14, Page 516; I . t Thence North 41° 04' West 15.50 feet in the centerline of Main Street to a point, said point being the Southwest corner of Lot 107 and also the Sot1thwest corner of a 1.057 acre tract conveyed by said Henry

Troxel and Susan T. Troxel, his wife, to Christina B~ Inboden by Deed bearing date of April 4, 1895 and recorded in Deed Volume 24, Page 152; Thence North 15° 39' East 292.09 feet in the West line of Lot 107 to a point, said point being the North- west corner of said lot; Thence South 41° 04' East 441.00 feet in the North lines of Lots 107, 106, 105 and 104 to a point,· said point beihg the Northeast corner of Lot 104, ·said.poi~t al~o being in the West line of a 1 3/4 acre tract convey~d by H. B. Troxel, et al, to Winona Troxel by deed bearing date of January 9, 1932 and recorded in Deed Volume 79, Page 406; Thence North 47° 42' East 309.00 feet in the w·est line of said l 3/4 acre tract as conveyed aforesaid to a point, said point being the Northwest corner of said tract;

-4-

,. . ~· Thence South 42° 18' East 242.30 feet in the North line of said 1 3/4 acre tract and the North line of a

~to'.$, O: flC V~ ·i f,F~C.f~:tc~~~. Y'· flet\ry T}' 0xe l · ap:d ,S\1 \ta ri. 'r , .. Troxel, 'his wife, to. A~··'·'f~·~. "·s~hwenke by dee.d bearing date of June 12, 1893 and recorded in Deed Volume 20, Page

637, said 0.80 acre tract presently owned by the Board of Education, to a point,, said point being the Northeist corner of said 0.80 acre tract; Thence South 47° 42' West 8.00 feet in the East line of said 0.80 acre tract to a point, said point being the

Northwest corner of Lot 97, in said Village; Thence South 62° 56' East 167.88 feet in the North

line of said Lot 97 to a point, said point being the

Northeast corner of Lot 97, also the Northwest corner of ·, the Village of Millville (now Rockbridge) as call~d for in Warranty Deed dated .January 2, 1874 to Henry Troxel and recorded in Deed Volume 2, Page 7 dated January~2,

Thence North 35° 36' East 668.58 feet, in a West line

of lands conveyed by Henry Troxel and Susan Troxel, his wife

to David Lederer by deed bearing date of July 2 5' 1874, and

recorded in Deed Volume 2 ' Page 200, to a point in the North- easterly side of the abandoned Hocking Canal; Thence Northerly in and with the said Northeasterly line of said Hocking Canal 1199 feet to a point in the North line of Section 23, said line also being the North line of Fractional Lot 4; Thence West in said North line 4409 feet to a

P«?f}l,~ .. ' ... s,~~i·~·· p~ i!1!,,;8.. ¥.,irt.8,.~~·t.h.r.:1.;~;~!_.f,hwes t sorn~,}~. ;-,(}{ .~yc~ii,~H).: ·!~ ·. H.>~£,t~·'".\~~~:~<~ ;.: :...;-·,'- t ,,1:: ·'..1,_ ~"c. }'"~· ~'\ ~.F .'.,:-~;~)!"hf.;._).:'·\, .·~,:'.; ..,1;~'4:~ .'1:t ~ •, };l '.~'.·.' 1 i>> >' r:~: , .,~':,"\_ '.: , -'· ~1' ~~:- ,_·,· ,.i/: ,, _., , .:..: . ~: ·,··~ ·,,, -j;. ·: · -\> . ~ .· .. ; 'l'Sfi\;~l~'~\t:it~:.?~,&if.>t.l~·r·t'tl~~·.~·t~?;:iV'corner·,\o.£ .f.rattio1laf·.·Lot · 4 ; Thence South 07° 45' West 276.54 feet in the West line of Section 23 and Fractional Lot 4 to a point, said I point being a Southwesterly corner of Fractional Lot 4 and the Northwest corner of Fractional Lot 8; Thence with the line common to Lot 4 and Lot 8, the following five calls, South ss 0 16' East 171.60 feet, South 71° 15' East 323.40 feet, North 82° 45' East' 247.50

feet, North 86° · 45' East 227 .~70 feet and South 80° 42 • East 57.08 feet to a point;

Thence leaving said line North 81° 4~' East 85:80 feet to a point; Thence North 65° 45' East 69.96 feet to a poirtt; Thence South 80° 15' East 330.00 feet to a point in the line common to Lots 4 and 8; ,: Thence North 63° 24' East 255. 00 feet in said line · common to Lots 4 and 8, to a point; Thence Sotith 85° 45' East 330.00 feet to the Northeast corner of said Fractional Lot 8; Thence with the East line of Lot 8, same being a West.: line of Lot 4, South 07° 45' West 1315.09 feet to the point .of beginni!lg, containing 103.08 acres,' more or less,· and

b,eing a part of the premises conveyed' to Henry Tro~e,l by

John D. Martin and Jane B. Martin, his wife; by..W.arranty 1~, ', '0 , \ ;

1Q 7 ~ ~n/IGG)J: ·1 >.·.··:'~... ·.~.; .•. *.;.~.~!·,~.·.·.-~ .'.:·.·.·.·.;,··.·.·.!.~.'1:.~,·.::~.: .•.".~·"·:··:··.' ..:(.. ·.~.-~ •.·:··.··".·:~~~ .• •·• .•··'··.,··· , •.:.·.~.·.~.· ••. · )·:°.• :.j;,., ....·.~ .•..•. ·.·'.·; ... i,.~.· .. ·:"····.:·.b···.·.·~.~.·.;···.:.:~ .•. -.~.·~.c··.~.~ ..·.:.{,-.:.·.·.:·•.;.:,·.: ••~.···.·.··.· ..• ~•... '·.. :.~."~.·.:.•:.·.. •• , , t .X/:.; .·~ ·; >s:,:~ "'"' '·' ·,,# , ,>: ~''*,~~;~;~~+:'~!:·.· . ,, : : ·1·h~,r~ b ove ::.d_~~~ ~ i bed P, ~ e Ji~~ s. ·• ~ e in g'a tb t1i t of•·'. :~i: :~: ;i,;;?·~: '::: X'i~?.;l

{588 _SS) acres, m_ore or less., a. nd ·being a part of the · · ~~ ~l premises acquired by Grantors ,by deed dated April 18, ...... > ,1, .. ~ .t~7,~.:~f1;;;/!;;rt~~f4~~~~···~.i~~m'~~~~r:~Ji\.tittl~~~.*~;~~~.~~:1r$·~~~~:~:1~~.·~.·.J~f1t?1?~'~·$::~~~;,::4~·i.·. ·~ ;.; "~ 4 ""·, ·~: '· the :,Re·cJi~~-~::'~~;(~'':'",,.' \"" ,, ' ;~/'~ .·::·.:. ·.. ' :< .<··,·\/~.· \" ; ·.· "'~-·i' ; . .:, . '. ' . ,-~·' . ' . ,':'. .. J;:,:i'.·' ~ >--~:"·'~:jih:'. · · ~· .10 H~VE AND .... ,h);HOLD ·s.~~.d')).temises, wfth all the:tprivile.~es".< ,\,f · and appurtenances. thereunto belongfii·g, to the said· Columbi~' Gas

Transmission Co~poration, tts successors and assigns forever .. And the said Anna E. Troxel, Ruth Troxel Soliday and Helen Troxel Kline for themselves and their heirs, do hereby

covenant with the said Columbia Ga~ Transmission Corporation,

its successors and as~igns, that they are lawf~lly seize~ of .. the premises aforesaid; that the said premises are free ~nd clear frOm all incumbrances whatsoever; save and except taxes and assessments, which shall be prorated as·of day of sate, and that they will forever Warrant and Defend·the same with

the appurtenances unto the said Columbia Ga~ Transmissio&·tgr~b- ·

ration, its successors and assigns, against the lawful claim~ of all persons whomsoever, except easements, rights of way and zoning restrictions of record.

IN WITNESS \~HEREOF, the said Anna E. Troxel t: single,

1· Ruth Troxel Soliday, widow, and Helen Troxel Kline, widow have t t ... ·. ' hereunto set their hands, this -~zzJ day .'• I 1978. '.:;?.'.:_,.' Signed and acknowledged ' o~: i.~ .. in the presence ·i -jl .~ · · .-fd .P" ~/ t:k~~tt4fr"_,.,,,, ;r... ~{.-··-t'.t.-~··-· I 6~-"'. ic-R-~,- 1·, I ~1 ~ ~·

This instrument prepared by Columbia Gas Transmission Corp. P. 0. Box 1273 Charleston, West Virginia 25325

-7- .··.····iff~·,~{#'1'\101 WARRANTY DEED ,;; ~_,,c/r-v ~~t '. · KNOW ALL MEN BY THESE PRESENTS: That Columbia Gas (\,1 .· J' .. •. ';. '4-l)\Ct: ~ d. Transmission Corporation, a Delaware corporation with offices A 2, 27 '<--: at 1 7 0 0 Mac Cork 1 e Avenue , S . E • , Ch a r 1 es ton , We s t Vi r gin i a 2 5 313 ,f" ,· ,: • , ·~. in consideration oJ One Dollar ($1. 00) and ot,her valuable con--He- ... ·.. T:·.,,, ·

Ji :::- ,' ~~ siderations to it paid by.Anµa·E. Troxel, Ruth Troxe~ Soliday, both of 742 Warner'Ave., Logan, Ohio 43138, and Helen. Troxel Kline of Rt. 1, Rockbridge, Ohio 43149, the receipt whereof is hereby acknowledged, does hereby Grant, Bargain, Sell-and Convey to the said Anna E. Troxel, Ruth Troxel Soliday and Helen Troxel , Kline, the following real estate situate in the County of Hocking, in the State of Ohio and in the Township of Good flope and bounded. and described as follows: Being an undivided one-fourth (J/4) interest in

~nd to the follow!ng described lands, situate in and· •' \: bJ~i.ng:.a.part o.r Fractional Lot 4, Section 23, Town 13-" .North, Range 18 West, Good Hope Township, Vlll~ge~f·

I\q.c~bridge, State of Ohio, a,nd furthe1~ described -.~s . , "-1 • •, ~- ; ~ 'follows: ~i, 1.,

B.egi~~~ng at a point in the Ea.s.t line of Lo.~ 1,2~.;

Village of R6ckbridge (formerly Millville) at th~ inter~

sectio~ of the Limited Acces~ Right of Way line of Q.S .... Route 33 center line survey made in 196 2 by. the· Ohio

Department of Highways, Section 0.00 in ~ocking Countyr said point being 154.00 feet left of centerline Station

115 + 61;

Thence Sou th __=!_ 4 °_j_~_ 08" ~-[!"2-~~--~~-~-j 8 feet in said L/A Right of Way line to a point, said point being

166.00 feet left of Station 116 + 26; ·: ! Thence South 22° 55' 1zn East 119.97 feet·continttlng

in suid.L/A Right bf Way line to a point, said point being

145.0 feet left of.Station 117 + 40; .Thence South 34° 19' 32" East 150.23 feet~ continuing ~ ...... ------... - ...... ____,._._.,__. ______~,_,._ ___ ,~.._------~·-··-~----...... , .....• , in said L/A Right of Way line to a point, said .point being'

153.0 feet left of Station 118 + 85, said point also being in the West line of Lot 68 of "Troxels Addition to Millville", Village Plat Book #1, Page 82; Thence North 35 0 33' 42" East 381.89 feet in the West line of said "Troxel Addition to Millville" to a point, I said point being in the West line of Lot 63, said point also being the Southeast corner of Lot 108; Thence North 53° 13' 07" West in the South line of Lots 108, 109, 110 and 111, 305.39 feet to a point, said point being the Southwest corner of Lot 111 and also the Northeast corner of Lot 122; Thence South 36° 45' 02" West in the East line of · ~----~-_,----·--·------·------·-·----·-- -

s a id Lot 1 2 2 , 2 6}_~_Q_Q. feet to the p 1 ace o f beginning_, con - ---·· -----·------··-···--·------~--- ta in in g 2.27 acres, more or less, and being a part ~f the ~-- premises conveyed to Henry Troxel by deed recorded in Deed Volume 2, Page 7, also being described as Tract (5) in Deed dated December 23, 1974 and recorded in Deed Volume 151, Pages 232-239 and re-recorden in Deed Volume 153, Pages 227-234.

TO HAVE AND TO HOLD said premises, with all the privileges and appurtenances thereunto belonging, to tl1e said Anna E. Troxel,. Ruth Troxel Soliday and Helen Troxel Kline, their heirs and assigns· forever.

- 2 - An J the said Col urn 6 i i1 Gas · Trans in is s ion Corp or u t 1 on . . f o r i ts e 1 f , i ts s u cc es so rs and as s .i g n s , does he re by. coven a_nt ·

',, '·' with the said Anna E. Troxel, Ruth Troxel Soliday and Hel~n Troxel Kline, their heirs and assigns, that it is lawfully

seized of the premises aforesaid; that said premise~ are Free and Clear from all incumbrances whatsoever; save and except taxes and assessments due and payable, which said taxes

shall be prorated as to day of this instrument, and that it will warrant and defend the same with the appurtenances unto

the said Anna E. Trox~l, Ruth Troxel Soliday and Helen Troxel Kline, their heirs and assigns, against the lawful claims of all persons whomsoever, except easements, rights of way and zoning restrictions of record.

IN WITNESS WHEREOF, the said c'olumbia Gas Transmissiqn.

Corporation has hereunto set its hand and corporate~se~l~~y lJ. C!, f/vu.a.

ATTEST!

This instrument prepared by Columbia Gas Transmission Corp. P. 0. Box 1273 Charleston, West Virginia 25325 APPROVED FOR THANSFER BY ~HE HOCKING COUNTY ENGINEER'S OFFICE Ut_f}:,.L1! {!/;6 DATE 2 - z ·;-... .,, ... ""7 _,,. .... -· ...... ___,...... ,._ ~-•'>I....;/ yM,

:,. 3-

: " ( PLAT OF SURVEY DL/)_)~1 P/?;f:?·o/·=· 71;;:._:·c5()()-"?l-/-~ ::,v~r ~:L:c7/0 A/ 7-,3 _,_ r.. I 3 ·A/_...___ /4f~!c') ·kl-·,~ Gc_u£"_)/fOpL-: ht/P~ /i1{x:l:./,<_.,{-/ c:[:;, -t~ c"'Jli.:)?c o/-01101

_[}_~[(: (7 40) c1.. 00. <:ooc:::. 1 11 ex111£31r 'v!5 v _D_R/l}jlfi_ ..8-t: )_Q!l./_: / ·- 1 . ,/ ,//! C7//"' ., .. I /f' 11"11'. I//'>• ./ !ic1..501Z

/\ '~ ---'Si--. \'1

e --"'01NT @-z· AXLC: FOU!'D G)-RQN PN FOJC Q--ROf'.< Pf':' "'O',.,t-D :i]-?TQtE f? - ~A '(Nu ON ?Oe: .t5c~LE: ~ --RE'.

__ /11= J((j 0 -?QGA.RE BAR FO'GtD I A- RQN PN FO...t-D .;1..? CAY' ?TM'f'EDI · ~c - 740'- · ·1 ~ ~~~--J• ~-RON PN FOU'D ,/LD. CAY' ?TAWf'ED "-~~ ~ , ·~5-,~4· I

~ r ~I j i:l.- C.Ot'£. MON. ./J"N ·ICAf' FOi.JN) I 1 .5-J I._...(_.( I ?TM'f'ED ' ~6 - (,)44 ' @20D SEYMOUf? & ASSOCIATES ...... :... I. /';• 0 / ------EXH1BIT "A" I .2168 ACRE TRACT

Being a part of the tract of land that is now or formerly in the name of Robert Martin, as recorded in Official Record 182 at page 227, Hocking County Recorder's Office, said tract being a part of the South half of Section 23, T13N, RlSW, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning at a 5/8" X 30" iron pin with a plastic identification cap set on the East line of Lot 7 in the "Beougher Subdivision" as recorded in Plat Cabinet 1 at page 134-A, from which a iron pin found on the Northeast comer of Lot 7 of the "Beougher Subdivision" bears, North 09 degrees 40 minutes 28 seconds East a distance of 89.20 foet:

Thence, with a new line through the Grantor's land, South 80 degrees 20 minutes 39 seconds East a distance of 400.68 feet to a 5/8" X 30" iron pin with a plastic identification cap set;

Thence South 09 degrees 39 minutes 28 seconds West a distance of 398.00 teet to an iron pin with a plastic identification cap stamped '"JRC- 7486~· found:

Thence North 80 degrees 18 minutes 46 seconds West a dL.')tance of 94.65 feet to an iron pin \Vith a plastic identification cap stamped "JRC-7486" found~

Thence North 09 degrees 36 minutes 05 seconds East a distance of 112.85 feet to an iron pin with a plastic identification cap stamped "JRC-7486'' found on the Northeast comer of a tract as recorded in Official Record 204 at page 990;

Thence along the East line of a tract as recorded in Official Record 181 at page 985, North 09 degrees 39 minutes 59 seconds East a distance of 235.09 feet to an iron pin with a plastic identification cap stamped "JRC-7486" found on the Northeast comer of said tract;

Thence along the North line of the tract as recorded in Otlicial Record 181 at page 985, North 80 degrees 20 minutes 39 seconds West, passing through m1 iron pin with a plastic identification cap stamped "JRC~ 7486" found at 305.40 feet, going a total distance of 305.96 feet to a point on the East line of Lot 8 of the "Beougher Subdivision" as recorded in Plat Cabinet I at page 134-A from which the Southeast comer of Lot 10 of the "Beougher Sulxiivision" bears, South 09 degrees 40 minutes 28 seconds West a distance of 360.30 feet~

Thence along the East line of Lot 8, and the East line of Lot 7. North 09 degrees 40 minutes 28 seconds East, passing through an iron pin found at 14.59 feet at the Northeast corner of Lot 8. going a total distance of 50.00 feet to the point of beginning containing 1.2168 acres. more or less, and subject to all easements ofrecord.

The above described tract is to be held in continuous and contiguous ownership with the tract that is recorded in Official Record 181 at page 985 and another tract as recorded in Official Record 204 at page 990, and is not to be used as a separate building site.

All 5/8" X 30'' iron pins with a plastic identification caps set are stamped "Seyrnour & Associates''.

The bearings used in the above described trnct were based on the East line of the ;'Beougher Subdivision" as bearing, North 09 degrees 40 minutes 28 seconds East and are for the detennination of angles only.

;\p:Jrovec • \~a'."o, 1:2: ~a:.;i Ho~Vg :J.~·1t/ E:; r,08r'S )iiice

C 0 N D IT I 0 ~·~A 1_ .APP F~ 0 VAL/ TRANSFER No'. to oe used as separate b·..1!!d1ng site or transferred as an independent parcel in u~e f'..Jture without Planning Cornrnission and/or Health Departrrent approval &ood J-1upi' -rwrJ. PLAT OF A 1.104 ACRE TRACT FOR ROCKBRIDGE PETROLEUM, LTD Sec. 13 JI }Ql./ l\c, Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18.

,.,. :::; ._ g t Ci f '../i 8 y CC 1 U n 1 C, RxkoriCCje ':. Roe J LEGE~JD t------1 • Point , Rockbridge i c 5/8"x 30" iron pin with 1-1/4" Petroleum L TO I I plastic ID cap stamped LPG-6344 1.i OR30J-508 i Rockbridge i r'-,, previously set

,''°' I Enterprises LTD, LLC J OR262-233 • 5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 ,_1----S 18' 39'30"vV set 78.08' c Stone found --S5'34'36"E 53 2:' ~ 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ·-----center BL; ck Rur~ Creek ASSOCIATES found ,.....1---- S17'49'33"\IY 144 86' © 1-1 /2" OD iron pipe found S59' 12'44"W @ 1" OD iron pipe found ~----- 88. i 2' TOTAL ....I---'---- Point of Beginning

Approved - Mathematically Hoc king Caunty Engineer's Office .... E:Jst Rignt of Woy rJY ~!L===== DATE n~o1-az iJ.S. Route 33 589'25'20 '\N- 7 1 :J 7'":;' C1.____1\ ~~~~~~~~~~~~-'O~~~~~~~~~~--~~~~~--~~~-~\ I 1\i89'41'15"W- 49600' 11s9·41'1 s· - _/ I \ \ ~eon Ccnon ( 114-366.194-751 & CR 1L3-574

...... ,,,~··"c~.. ~~··"· .. ,.. ,._ ...... ""-\ \:.- ,,.. (),1.., .... ,, CONDITIO~~A'1.. APPROVAL/ .... ~"-1' ...... ,..,._., '•.. I REFEREJi_CES:._ TRANSFER No~ to be used as ••/ -::>_...... '0 \-=:. r Ta x m a p s separate bu 11 d 1 n g site or / // LA :;.r·W "\ \ ~ Dee~ descriptions transferred as an indepe.ndent~ . , 1 Gt::F=:~~TNfR i E Pr~v1.ous surveys . parcel in the future without~ :°6 \ s-6344 · j 0: j Ex 1 st 1 n g m o n u rn e n ta t 1 o n p Ian n in g Corn m 1 s s: on and/or \ Q. \. -? / _[! f 100 State of Ohio highway ~~rm Oepartrren' aooroval \'':.,··.... <$-'ifs ~~~~/ (t.l / ·:. \' () ·. .,:. Tc: '~_... ,.;--.\ l •:.e,, (.)~ ·- '••••••••······ ' \<..('- ,..•• SCALE: .....,. lc;N c i sv ······ 1" = 200' "''·" .,,,," .. / .. :~· ...... ~"' REFERENCE BEARING:

:w.J i East Ii n e of Section 2 3 as North 0 deg re es 0 0 m in u t es 0 0 seconds East Bearings c' are based upon an assumed meridian and are to denote angles only. --81I CERTIFICATION: ~i I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 31st day of October, 2007 and that the plat is a correct representation of the premises as described by said survey.

1 R8~d Surveyo; Survey by: Larry P. Gerstner - Engineering and Surveying 11200 State Route 374, Rockbridge, Ohio 43149 (740) 385-4260 Sou~heost corner of I Section 23 ----C SURVEY DESCRIPTION OF A 1.104 ACRE TRACT FOR ROCKBRIDGE PETROLEUM, LTD

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 103 7.89 feet to a 5/8" iron pin with 1-1 /4" plastic ID cap stamped SEYMOUR & AS SOCIA TES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 710.70 feet to al" OD iron pipe found; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way ofU. S. Route 33, from which a 1-112" OD iron pipe found bears North 89 degrees 41 minutes 15 seconds West at a distance of 2. 83 feet; thence with the East right of way of U. S. Route 3 3 North 13 degrees 20 minutes 35 seconds West a distance of228.29 feet to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described; thence continuing with the East right of way of U. S. Route 33 the following two bearings and distances: 1) North 13 degrees 20 minutes 35 seconds West a distance of 43.08 feet to a 5/8" iron pin previously set 2) with a curve to the left having a radius of 4345.18 feet, a chord bearing North 18 degrees 49 minutes 40 seconds West at a distance of 306.50 feet, an arc distance of 306.56 feet, and a delta of 4 degrees 02 minutes 32 seconds to a 5/8" iron pin previously set; thence leaving the East right of way ofU. S. Route 33 South 84 degrees 55 minutes 30 seconds East a distance of249.69 feet to a point in the center of Buck Run Creek and passing a 5/8" iron pin previously set at a distance of 210.98 feet; thence with the center of Buck Run Creek the following three bearings and distances: 1) South 18 degrees 39 minutes 30 seconds West a distance of 78.08 feet to a point; 2) South 5 degrees 34 minutes 36 seconds East a distance of 53.21 feet to a point; 3) South 17 degrees 49 minutes 33 seconds West a distance of 144.86 feet to a point; thence leaving the center of Buck Run Creek South 59 degrees 12 minutes 44 seconds West a distance of 88.12 feet to the point of beginning, passing a 5/8" iron pin set at a distance of 25.00 feet, containing 1.104 acres more or less, and subject to any public or private easements of record. The above 1.104 acre survey is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 1-114" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on October 31, 2007.

1~pproved Mathematically Hoc king County Engineer's Otiice

6'( ,~J}_ ----==DATE J 1-D I ~cz

CONDITIONAL APPROVAL/ . TRANSFER Not to be used as Survey by. . 't . . . separate bu1ld1ng s1 e or Larry P. Gerstner - Engmeenng and Surveymg t ansferred as an independent 11200 State Route 374, Rockbridge, Ohio 43149 740-385-4268arcel in the tuture w'1thout Planning Comrn1ssion and/or Health Department approval 'C" ·"\ ~-·--c!>-" h rIX h. (\ \t-,, ~\ ('\ i' t'' ~~' l.J l-l } l,1 r\ ' ..J'

((lr:;,, 'T).

2...,...,,,,,,,._ 4

• ¥'SEc11· 4'..-Z,•~"f/4~ HULS 11 0 STJ\CY J1fiOUGIIBR North part of 0.75 Ac. lot Jackson St. Alley Sec. 23, G(JOd Hope 'l'wp.

Being a part of Ilr. Lot 9• situate Southeast quarter, Section 23, Good Hope rrownship. 1'13N • l'U.8W, Hocking County and State of Ohio• and further dea<:ribed as followsa

Deg inning a·t an iron pin set in the wes·t alley lint~ of the alley west of Jackson Street• in the Villate of Rockbridge• fi·om which pin the northwes·t corner of said ~Joutheast

6° ... 1l2 t lla$t 483. 59 feat and Sc)uth 39° - 36 t .... 30° West 12.51 .44 feets thence f1·om the said piu, North 6° .... 1l2' J!aut 44 feet on aaid alley line to an iron pin 1 thenc<: North 8:3° - 31 • West 2.14. 07 feet ·to the east right of way line of the Uni t

Columbia Gas Transmission Corp. D.V. 166Page317 D.V. 151 Page 232

N88° 47' 06"\V S87° 47' 23''E 49.90' 31.82' from R.R. 0 50 100 spike SCALE: 48" Maple 1" :::: 100'

N89° 46' l6"E N89° 46' 16"E N88° 27' 26"\V N89° 18' l 7"W 553.91' 142.07' 824.31' N39° 35' 51"\V 1329. 77' 25.05'

Stone was calculated as The N.E. Corner ofSec.23 was shown on a survey calculated using the railroad spikes by Jerry Cassell found as shown on a survey by Jerry Dated 3-16-06 and on file Cassell Dated 3-16-06 and on li!e in the in the Hocking County Hocking County Map Room Map Room

' L£G£ND •' ' • Point .& 5/8" x 30" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOC. 7.4499 Acres set 6 5/8" iron pin with 1-1/4" plastic Columbia Gas Transmission Corp. ID cop stamped CASSELL-S-6378 found D.V. 166Page317 D.V. 151Page232 o 5/8" iron pin with plastic ID cop stomped LPG-6344 found ® 2" Canal pin found 0 5/8" iron pin found Scott & Bobi Jo @ MAG nail set Cherryholmes @ MAG nail found D.V. 208 Page 468 ~ r2 z Uw 0 ~ ::JOWS: u 'c§ 00 0 z (/) BASIS OF BEARINGS: ..­..- ~ 0 U :: ~ :r:ow9 rn :.::1 p.. O:r:f-Z .,..... the North line of Section 23 as bearing North 88 .... Ct:'.

\f.EB.QYB.D MAIJ.iEMATICALLJ.. L Hocking County Engineer's. or2c; S 15° 15' 06"E By;~~: M ..J'J) . .k~'.t' ...... ,...... 43.73'

00 0 I William & Julie Crabbe N"' O.R. 196 Page 561 ~I I "'0 REFERENCES: ...,V1 ~1 t- County tax maps ~ Deeds os noted I Previous surveys 0 00 ..,0 ~ N :i:

I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL FIELD SURVEY OF THE PREMISES I- IN MARCH OF 2008 AND FROM EXISTING PUBLIC RECORDS AND THAT SAID PLAT CORRECTLY SHOWS GEORGE fSEYMOUR w THE LIMITS OF THE PARCEL TO BE CONVEYED. OHIO PROFESSIONAL SURVEYOR NO. 6044 w I ©2008 SEYMOUR & ASSOC~TES THIS CERTIFICATION WAS MADE BY ME ON THIS 2nd DAY OF APRIL, 2008. (/) EXHIBIT "A" 5.1102 ACRE TRACT

Being a part of the tract of land that is now or formerly in the name of Columbia Gas Transmission Corp. as recorded in Deed Book 151 at page 232 and Deed Book 166 at page 317, Hocking County Recorder's Office, said tract being a part of the Northeast quarter of Section 23, Tl3N, Rl8W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning, for reference, at a 48' Maple tree at the northeast corner of Section 23 as calculated from a survey by Jerry Cassell dated March 16, 2006 and on file in the Hocking County Map Room;

Thence along the north line of Section 23, North 88 degrees 27 minutes 26 seconds West a distance of 824.31 feet to a railroad spike found in the center of Township Road #118 (Troxel-Buckeye Road) from which a railroad spike found in said road bears North 18 degrees 15 minutes 03 seconds East a distance of 266.00 feet and from which a 5/8" iron pin with a 1-114" plastic identification cap stamped "Cassell-S-6378" found bears South 87 degrees 47 minutes 23 seconds East a distance of 31.82 feet;

Thence continuing along the north line of said section, North 88 degrees 4 7 minutes 06 seconds West a distance of 49.90 feet to a 5/8" iron pin found;

Thence South 89 degrees 46 minutes 16 seconds West a distance of 103 .16 feet to a 5/8" iron pin set on the east line of the Hocking Canal and the east line of the Columbia Gas Transmission Corp. property line and the principal point of beginning of the tract herein described;

Thence along the east line of the grantor and the east line of the Hocking Canal the following two courses: 1. South 45 degrees 02 minutes 20 seconds East a distance of 143 .49 feet to a 5/8" iron pin set within the right of way of Troxel-Buckeye Road, and 2. South 01 degree 55 minutes 04 seconds East, crossing the center of said road at 37.11 feet and again crossing the center of said road at 759.04 feet going a total distance of 880.59 feet to a 5/8" iron pin with a 1-114" plastic identification cap stamped "LPG-6344" found at 44.25 feet west of the center of said road and on the northeast comer of a 2.458 acre tract as recorded in Official Record 196 at page 561;

Thence leaving the east line of the Hocking Canal and along the north line of the 2.458 acre tract, South 83 degrees 47 minutes 31 seconds West a distance of 267 .89 feet to a 5/8" iron pin with a 1-114" plastic identification cap stamped a 5/8" iron pin stamped "LPG-6344" found on the west line of the Hocking Canal;

Thence along the west line of the Hocking Canal the following three courses: 1. North 02 degrees 44 minutes 38 seconds East a distance of 885.55 feet to a 2" canal pin found, 2. North 17 degrees 22 minutes 18 seconds West a distance of 111.13 feet to a 2" canal pin found, and 3. North 39 degrees 35 minutes 51 seconds West a distance of 25.05 feet to a 5/8" iron pin set;

0 -+ (1) (/) PAGE 1 OF2 EXHIBIT "A" (Continued from page one) 5.1102 ACRE TRACT

Thence leaving the west line of the Hocking Canal, North 89 degrees 46 minutes 16 seconds East a distance of 142.07 feet to the principal point of beginning, containing 5.1102 acres, more or less, and subject to the right-of-way of Troxel­ Buckeye Road and all easements of record.

The iron pins set in this survey are 5/8" X 30" iron pins with a 1-114" plastic identification cap stamped "Seymour & Assoc".

The bearings used in this survey are based on the railroad spikes found and the calculated north line of Section 23 as bearing, North 88 degrees 27 minutes 26 seconds West and are for the determination of angles only.

PAGE 2 OF 2

0 -+ (]) (./) EXHIBIT "B" 7.4499 ACRE TllACT

Being a part of the tract of land that is now or formerly in the name of Columbia Gas Transmission Corp. as recorded in Deed Book 151 at page 232 and Deed Book 166 at page 317, Hocking County Recorder's Office, said tract being a part of the Northeast quarter of Section 23, Tl3N, Rl8W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning, for reference, at a 48' Maple tree at the northeast comer of Section 23 as calculated from a survey by Jerry Cassell dated March 16, 2006 and on file in the Hocking County Map Room;

Thence along the north line of Section 23, North 88 degrees 27 minutes 26 seconds West a distance of 824.31 feet to a railroad spike found in the center of Township Road # 118 (Troxel-Buckeye Road) from which a railroad spike found in the center of said road bears North 18 degrees 15 minutes 03 seconds East a distance of 266.00 feet and from which a 5/8" iron pin with a 1-1/4" plastic identification cap stamped "Cassell-S-63 78" found bears South 87 degrees 4 7 minutes 23 seconds East a distance of 31.82 feet;

Thence continuing along the north line of said section line, North 88 degrees 4 7 minutes 06 seconds West a distance of 49.90 feet to a 5/8" iron pin found;

Thence North 89 degrees 46 minutes 16 seconds West, passing through a 5/8" iron pin set at 103.16 feet, going a total distance of 245.23 feet to a 5/8" iron pin set on the west line of the Hocking Canal and the principal point of beginning of the tract herein described;

Thence along the west line of the Hocking Canal the following three courses: 1. South 39 degrees 35 minutes 51 seconds East a distance of 25.05 feet to a 2" canal pin found, 2. South 17 degrees 22 minutes 18 seconds East a distance of 111.13 feet to a 2" canal pin found, and 3. South 02 degrees 44 minutes 38 seconds West a distance of 885.55 feet to a 5/8" iron pin with a 1-1/4" plastic identification cap stamped "LPG-6344" found on the northwest comer of a 2.458 acre tract as recorded in Official Record 196 at page 561;

Thence along the west line of the 2.458 acre tract, South 15 degrees 15 minutes 06 seconds East a distance of 43. 73 feet to a railroad concrete monument left of Station 2218+25.2;

Thence South 50 degrees 21 minutes 45 seconds West a distance of 1.01 feet to a point on the east line of the CSX Transportation, Inc. property;

PAGE 1OF2 0 -+ (1) (./) EXHIBIT "B" (Continued from page one) 7.4499 ACRE TRACT

Thence along the east property line of CSX Transportation, Inc. the following three courses: 1. With a curve to the right having a radius of 1860.58 feet an arc length of 589.07 a delta angle of 18 degrees 08 minutes 25 seconds and the chord bearing North 30 degrees 34 minutes 05 seconds West a distance of 586.62 feet to a 5/8" iron pin set, 2. North 21 degrees 29 minutes 53 seconds West a distance of 150.00 feet to a 5/8" iron pin set, and 3. With a curve to the left having a radius of 1959.58 feet an arc length of 461.81 feet a delta angle of 13 degrees 30 minutes 10 seconds and the chord bearing North 28 degrees 14 minutes 58 seconds West a distance of 460.74 feet to a 5/8" iron pin set;

Thence leaving the east line of the CSX Transportation, Inc. property North 89 degrees 46 minutes 16 seconds East a distance of 553.91 feet to the principal point of beginning, containing 7.4499 acres, more or less, and subject to all easements of record.

The iron pins set in this survey are 5/8" X 30" iron pins with a 1-1/4" plastic identification cap stamped "Seymour & Assoc".

The bearings used in this survey are based on the railroad spikes found and the calculated north line of Section 23 as bearing, North 88 degrees 27 minutes 26 seconds West and are for the determination of angles only.

This description was prepared from an actual survey performed by George F. Seymour, Ohio Professional Surveyor No. 6044, in March of 2008. \ \ 11111 It I/ r I ,,,,\' r: ( ~ ,,,,,, ,, ·"\ C- J /· 0 ,, ,, ~ ~ ; ...' '\ r · .• · · · · · · · . . A./ ',, ...... r,,... " ••• // ...,. :: -..1 ••• •• 0 --: :: ). .. ·. ~ ~ ,'(( • C'r- " * A 11 u.rz.,t. E ! x: 0 R CJ E F. ·: - .: "'"'-"'-':=------Jll."----~-==-~S--<..;.._.:;:..6-=---04_4__..: : S [-: YMO U F~ : - Date · · :: ·-o " S·C0'14 : , ~1)" .'1'1.--: -;. 0 ".'?~ ·0 .. \)'" :: -:..... /(\'(:', "· G1sr1==~<-/ ,....\ ...... ,. .. -- .. \ .( ' .., s ········ (.(:-~ / .. '".-,..,,~ 810N1~L 3\)' /,.. ' 1 1111 ''11 1111111111

APPROVED MATHEMATICALLY Hc~king. Ccunty E~1~ineer's Office Dy?'J)ate: M._'-f_D._kX~~

PAGE20F2

0 -+

•' I

· . NE Corner of SE 1/4 ,' £4.' : SEC.14 was calculated from , - ' :' _&,'?:;, , ' state plane coordinates taken "">.'~ ~ • ""'f \o' I ' from a survey by -~ : ~ .';s : Rodney D. Lucas, P.S. 7116 ...... , I• V I !:i!:,i' , Columbia Gas Transmission Corp. ' ' ' ' D.V.166Page317 ' S84° 42' 23"E D.V. 151Page232 ' ' 31.82' from R.R. 0 50 100 spike SCALE: N85° 56' 56"W 1 " = 1 oo' S85° 56' 56"E 3826.53' S85° 56' 56"E Sec. 14 561.60' Tot. 144.16' NW Corner of SEC 23 was N86° 12' 57"W 1329.77' calculated from state plane coordinates taken from a S85° 42' 5l"E '----- survey by N36° 30' 36"W 49.91' Stone on the NE Corner of Rodney D. Lucas, P.S. 7116 31.74' Tot. West 1/2 of NWl/4 The S.E. Corner ofSec.14 was of SEC. 24 was calculated calculated from state plane coordinates as shown on a survey I ' I taken from a survey by by Jerry Cassell ' ,' Rodney D. Lucas, P.S. 7116 Dated 3-16-06 and on file in the Hocking County Map Room ' I' LEGEND •'

• Point ' ' 4 5/8" x 30" iron pin with 1-1/4" plastic ' 7.5897 Acres • '' ID cap stamped SEYMOUR & ASSOC. ,' ' set , .' ' ' 6. 5/8" iron pin with 1-1/4" plastic ' ' Columbia Gas Transmission Corp. ' ' ID cap stamped CASSELL-S-6378 ' D.V. 166 Page 317 ' found ' D.V. 151Page232 o 5/8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found ® 2" Canal pin found ~ac-. 0 0 5/8" iron pin with 1-1/4" plastic ID cap ...... "' 8- °'l() Scott & Bobi Jo stamped Forth S-7416 found 0 d Cherryholmes @ MAG nail set •ooo- 00 ' V) D.V. 208 Page 468 ~ ' @ 3/ 4" iron pin with 1 -1 /2" plastic ID cap ' ' <( • stamped Michael Baker Jr. INC. found r Ow 0 z :::J 0 w $: () ' 0 z (/) BASIS OF BEARINGS: ' ~ ' ' I o

Sl2° 09' 46"E 43.73'

William & Julie Crabbe O.R. 196 Page 561

00 0 REFERENCES: I '° County tax maps I N Deeds as noted Previous surveys

~~.___,_F:~"~~=,L,~}:kkj.-~~~A='..A.-~~~~ I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED FROM AN ACTUAL FIELD SURVEY OF THE PREMISES 1- GEORG F. SEYMOUR/ IN MARCH OF 2008 AND REVISED DECEMBER 2008 FROM EXISTING PUBLIC RECORDS AND THAT SAID PLAT w CORRECTLY SHOWS THE LIMITS OF THE PARCEL TO BE CONVEYED. w OHIO PROFESSIONAL SURVEYOR NO. 6044 :r: ©2008 SEYMOUR & ASSOCIATES THIS CERTIFICATION WAS MADE BY ME ON THIS 15th DAY OF DECEMBER, 2008. U1 I 'I EXHIBIT "A" I 5.1222 ACRE TI~CT Being a part of the tract of land that is now or formerly in the name of the State of Ohio and known as the Hocking Canal as recorded in Deed Book 4 at page 358, Fairfield County Recorder's Oflice, said tract being a part of the Northeast quarter of Section 23, T13N, R18W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning, for reference, at a point being the northwest corner of Section 23 as calculated from a survey by Rodney D. Lucas, P.S. 7116;

Thence along the north line of Section 23, South 85 degrees 56 minutes 56 seconds East a distance of 4388.13 feet to%" iron pin with a 1-1/2" plastic cap stamped "Michael Baker Jr. Inc" found on the west line of the Hocking Canal and being the principal point of beginning of the tract herein described;

Thence continuing along the north line of said section, South 85 degrees 56 minutes 56 seconds East a distance of 144.16 feet to a %" iron pin with a 1-1 /2" plastic cap stamped "Michael Baker Jr. Inc" found on the east line of the Hocking Canal from which a 5/8" iron pin with a 1-1/4" plastic cap stamped "Forth Seconds-7416" found bears South 85 degrees 56 minutes 43 seconds East a distance of 105.36 feet;

Thence along the east line of the Hocking Canal the following two courses: 1. South 41 degrees 57 minutes 20 seconds East a distance of 146.58 feet to a 5/8" iron pin set within the right of way of Troxel-Buckeye Road, and 2. South 01 degree 10 minutes 17 seconds West, crossing the center of said road at 37.11 feet and again crossing the center of said road at 759.04 feet going a total distance of 880.59 feet to a 5/8" iron pin with a 1-1/4" plastic identification cap stamped "LPG-6344" found at 44.25 feet west of the center of said road and on the northeast comer of a 2.458 acre tract as recorded in Official Record 196 at page 561;

Thence leaving the east line of the Hocking Canal and along the north line of the 2.458 acre tract, South 86 degrees 52 minutes 52 seconds West a distance of 267.89 feet to a 5/8" iron pin with a 1-1/4" plastic identification cap stamped a 5/8" iron pin stamped "LPG-6344" found on the west line of the Hocking Canal;

Thence along the west line of the Hocking Canal the following three courses: 1. North 05 degrees 49 minutes 59 seconds East a distance of 885.55 feet to a 2" canal pin found, 2. North 14 degrees 16 minutes 58 seconds West a distance of 111.13 feet to a 2" canal pin found, and 3. North 36 degrees 30 minutes 36 seconds West, passing through a 5/8" iron pin set at 25 .12 feet, going a total distance of 31. 7 4 feet to the principal

I co (/) point of beginning, containing 5 .1222 acres, more or less, and subject to 0 VJ (() (Q o ... < the right-of-way of Troxel-Buckeye Road (Township Road # 118) and all 0 ::J ~ 3 easements of record. - 0 0 I c -:::; c -· ::J ' 0 -+ CD ~ t::. ~ VJ (f) )> ::-+ (/) VJ (/) co 0 PAGE 1OF2 () 0 -+- CD (/) I I 'I I

EXHIBIT "A" (Continued from page one) 5.1222 ACRE TRACT

The iron pins set in this survey are 5/8" X 30" iron pins with a 1-114" plastic identification cap stamped "Seymour & Assoc".

The bearings in this survey are based upon the Ohio State Plane Coordinate System NAD83 South Zone.

This description was prepared from an actual survey performed by George F. Seymour, Ohio Professional Surveyor No. 6044, in March of 2008 and revised in ,1 Hilllf11 1 , D ecem b er 2008 . ,.,·' _ ,,.,,, F ''',,, ,·.' \ ~ \:::. l __ / -· 0 "';,, ,' , ~, ...... I; " ...... ,,...'"' \ .·· .. ~ .. ·.. '"/,...... :: '-') .· ·. () ~ I ).'.· ..... G''"= ()f"lt" F= F \ % :: • l_ v r\ \,_;) - ' • * - : SEY MOUi~ : : (7'. -)_ 2 -~ C) 8 . S-6044 : ::.-n\ :r.t-=~ ":;. -)) \ 1:, y.0 ... ~) ~: Date *~.. C*' . · ·~ G; (:; l t=.\<- ~· •• (~ ...... "•;...,.. <~ ..... ·-~ ..... ·.. ,<;!::• ,,...... ,, S;(Y·J i\1 Sv ,,' ''111 ' I \... 111\' ,,,,,,,.,, ,11

Ah_.!\ QY f!1J M1i '.flltl!JATJC"'AlJ,_l_ Hf~kh~ Couoty Ei1gin,!l!r's Office BT !Hr?>, •.• Date: ~l.Jl,_D.ll"-~Y·.~~·

PAGE2 OF 2

r- co U) 0 (,U C1) co 0'< 0 :::J ~ 3 - 0 0 IC :J'" c -· :::J ' 0 mR> ~ -.. (,U (/) )> :-+ (/) (,U (/) co 0 () 0 -+- ro (/) 11 'I EXHIBIT"B" 7.5897 ACRE TRACT

Being a part of the tract of land that is now or formerly in the name of Columbia Gas Transmission Corp. as recorded in Deed Book 151 at page 232 and Deed Book 166 at page 31 7, Hocking County Recorder's Office, said tract being a part of the Northeast quarter of Section 23, Tl3N, Rl8W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning, for reference, at a point being the northwest comer of Section 23 as calculated from a survey by Rodney D. Lucas, P.S. 7116;

Thence along the north line of Section 23, South 85 degrees 56 minutes 56 seconds East a distance of 3826.53 feet to a point on the east line of the CSX Transportation Railroad and the principal point of beginning of the tract herein described;

Thence continuing along the north line of said section line, South 85 degrees 56 minutes 56 seconds East, passing through a 5/8" iron pin set at 50.00 feet, going a total distance of 561.60 feet to a%" iron pin with a 1-1/2" plastic identification cap stamped "Michael Baker Jr. Inc." found on the west line of the Hocking Canal;

Thence along the west line of the Hocking Canal the following three courses: 1. South 36 degrees 30 minutes 36 seconds East a distance of, passing through a 5/8" iron pin set at 6.62 feet, going a total distance of 31. 74 feet to 2" canal pin found, 2. South 14 degrees 16 minutes 58 seconds East a distance of 111.13 feet to a 2" canal pin found, and 3. South 05 degrees 49 minutes 59 seconds West a distance of 885.55 feet to a 5/8" iron pin with a 1-114" plastic identification cap stamped "LPG-6344" found on the northwest corner of a 2.458 acre tract as recorded in Official Record 196 at page 561;

Thence along the west line of the 2.458 acre tract, South 12 degrees 09 minutes 46 seconds East a distance of 43. 73 feet to a railroad concrete monument left of Station 2218+25.2;

Thence South 53 degrees 26 minutes 49 seconds West a distance of 1.01 feet to a point on the east line of the CSX Transportation, Inc. property;

r- co U> PAGE 1OF2 0 VJ (1) (Q 0 '< § ~ 3 . 0 0 :::r: c :5 c ' -· ::J 0 ~ ()) VJ ()) co 0 (') 0 -+- CD (/) EXHIBIT "B" (Continued from page one) 7.5897 ACRE TRACT

Thence along the east property line of CSX Transportation, Inc. the following three courses: 1. With a curve to the right having a radius of 1860.58 feet an arc length of 589.07 a delta angle of 18 degrees 08 minutes 25 seconds and the chord bearing North 27 degrees 28 minutes 45 seconds West a distance of 586.62 feet to a 5/8" iron pin set, 2. North 18 degrees 24 minutes 33 seconds West a distance of 150.00 feet to a 5/8" iron pin set, and 3. With a curve to the left having a radius of 1959.58 feet an arc length of 482.3 7 feet a delta angle of 14 degrees 06 minutes 14 seconds and the chord bearing North 25 degrees 27 minutes 40 seconds West a distance of 481.16 feet to the principal point of beginning, containing 7.5897 acres, more or less, and subject to all easements of record.

The iron pins set in this survey are 5/8" X 30" iron pins with a 1-1/4" plastic identification cap stamped "Seymour & Assoc".

The bearings in this survey are based upon the Ohio State Plane Coordinate System NAD83 South Zone ..

This description was prepared from an actual survey performed by George F. Seymour, Ohio Professional Surveyor No. 6044, in March of 2008 and revised in December of 2008.

Date

AeeBQVHD MA11IEMA'UCA[

PAGE 2 OF 2

r- OJ CJ) 0 (;.) Cl) <.O 0'< 0 :J ~ 3 ' 0 0 I c -:::;- c -, -· :J 0 -+ (l) ~ ~ -. (;.) (./) )> :-+ (/) (;.) (/) OJ 0 () 0 --+- ro (/) Note: This is not a survey plat; it was created by the Hocking County Mop & Drafting Department using a legal description prepared from a survey on September CENTERLINE 6, 1974 and in September of 1999 by George F. lWP. RD. 119 Seymour, Ohio Professional Surveyor No. 6044.

I') ~ s 78"07'20· £ N 87'51'20" E N N c c 252.10· ~ .Q 400.82' 0 0 CD (/)"' (/)

S 83"40'40" E

219.34'

Ricketts Excavating, Inc. Deed Book 157, Page 746

Total 5 7 .140 acres

3.904 acres in Section 23

53.236 acres in Section 24

NW corner of the W 1/2 of the SE 1/4 of Section 24, T13N, R18W

NE corner of the W 1/2 of the SE 1/4 of Section 24, T13N, R1 BW

N 82"19'07" W 1353.00'

LEGEND

5/8" X 30" iron pin set with plastic l.D. cop stamped "Seymour & Associates"

0 stone found

0 railroad spike • point Situated 1 n the State of Ohio, County of Hocking The bearings used were based on the North line of the West half of the Southeast quarter of Section 24 Township of Good Hope, Sections 23 and 24. as bearing, North 82 degrees 19 minutes 07 West and are for the determination of angles only. 200 100 0 200 The premises shown hereon was surveyed on I•_, '•---~ September 6, 1974 ond in September of 1999, and is to be used to correct the angular error as SCALE: 1 "=200' recorded in Deed Book 157 ot Page 746 by George F. Seymour, Ohio Professional Surveyor No. 6044. . . EXHIBIT "A" -~-.., { '.i , ~ ... I

1 ·.~. j iJ t: (} Being all of the tract ofland that is now or fonnerly in the name of Ricketts Excavating, Inc., as recorded in Deed Book 157 at page 746, Hocking County Recorder's Office, said tract being part of Section 23 and a part of Section 24, Tl3N, RI 8W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning at the northeast comer of the west half of the southeast quarter of Section 24, TIJN, RI 8W, from which a stone found on the northwest comer of said west half bears, North 82 degrees t 9 minutes 07 seconds West a distance of\ ,353.00 feet;

Thence with the east line of said west half, South 07 degrees 40 minutes 53 seconds West crossing the center of Township Road 119 at 192.34 feet, going a total distance of 710.08 feet to a point on the north bank of the Hocking River;

Thence along the north bank of said river, the following.twelve courses: I. North 14 degrees 46 minutes 36 seconds West a distance of 224.48 feet to an iron pin set; 2. North 29 degrees 21 minutes 05 seconds West a distance of 6 I 0.54 feet to an iron pin set; 3. North 39 degrees l 8 minutes 54 seconds West a distance of 413.36 feet to an iron pin set; 4. North 49 degrees 21 minutes 38 seconds West a distance of 404. 16 feet to an iron pin set; 5. North 69 degrees 49 minutes 36 seconds West a distance of 355.80 feet to an iron pin set; 6. South 72 degrees 07 minutes 00 seconds West a distance of 189.65 feet to an iron pin set; 7. South 36 degrees 13 minutes 04 seconds West a distance of 719.53 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 8. North 69 degrees 04 minutes 27 seconds West a distance of I ,250. 79 feet to a 5/8" X 30" iron pin with a plastic identification cap set, (North 62 degrees 43 minutes 37 seconds West a distance of 1,250.78 to a 5/8" X JO" iron pin with a plastic identification cap set); 9. North 81 degrees 45 minutes 25 seconds West a distance of 324.14 feet to a 5/8" X 30" iron pin with a plastic identification cap set, (North 75 degrees 24 minutes 37 seconds West a distance of 324. I 4 to an iron pin set); l 0. South 85 degrees 08 minutes 18 seconds West a distance of 352. 19 feet to a 5/8" X 30'' iron pin with a plastic identification cap set, (North 88 degrees 30 minutes 54 seconds West a distance of 352.19 feet to an iron pin set); 11 . North 49 degrees 51 minutes 34 seconds West a distance of 211 .24 feet to a 5/8" X 30" iron pin with a plastic identification cap set, (North 43 degrees 30 minutes 46 seconds West a CJ 1stance of 2 I l .24 feet to an i run pin set), and, 12. North 32 degrees 06 minutes 27 seconds West passing through a 5/8" X 30" iron pin with a plastic identification cap set on the west line of Section 24 at 60.70 feet, goi ng a total distance of 627.44 feet to a railroad spike set in the north abutment of the bridge crossing the Hocking River in the center of Township Road 118, (North 52 degrees 42 minutes 0 I seconds West crossing a point on the section line at 77.32 feet, going a total distance of 517.99 feet to a railroad spike set in tile north abutment of the bridge crossing the Hocking River in the center of Township Road I 18);

Thence leaving the north bank of said river, and with the center of Township Road l l 8, the following two courses: l. North 20 degrees 42 minutes 20 seconds East a distance of 80.10 feet to a railroad spike set, and; 2. North 0 l degrees 51 minutes 00 seconds West a distance of 287.56 feet to a point being the intersection of Township Road I I 8 with Townsrup Road I 19; '. ) ,// . / .... , . I / .. · i I .,,,- •' I / I / EXHIBIT "A"

Thence along the center of Township Road 119, the following eleven courses: South 56 degrees 10 minutes 20 seconds East crossing the e.ast line of Section 23 at 425.05 feet, going a total distance of 674.45 feet to a point, (South 56 degrees 10 minutes 20 seconds Eas cros~ng the east line of Section 23 at 459.70 feet, going a total distance of 674.45 feet to a point): 1. South 78 degrees 07 minutes 20 seconds East a distance of 252. I 0 feet to a point; 2. North 87 degrees 51 minutes 20 seconds East a distance of 400.82 feet to a point; 3. South 70 degrees 07 minutes 10 seconds East a distance of 5·86.16 feet to a point; 4. South 83 degrees 40 minutes 40 seconds East a distance of 219. 34 feet to a point; 5. North 78 degrees 09 minutes 47 seconds East a distance of 896.36 feet to a point; 6. South 75 degrees 12 minutes 30 seconds East a distance of 85.98 feet to a point; , 7. South 58 degrees 39 minutes 20 seconds East a distance of 630.60 feet to a poi nt; 8. South 62 degrees 01 minutes 00 seconds East a distance of 385.06 feet to a point; , 9. South 40 degrees 44 minutes 00 seconds East a distance of 219.22 feet to a point; I0 . South 17 degrees 50 minutes 20 seconds East a distance of 403.75 feet to a point, and; 11 . South 32 degrees 26 minutes 20 seconds East a distance of 60.61 feet to a point on the north line of the west half of the southeast quarter of Section 24;

Thence leaving the center of said road, and with the north line of the west half of the southeast quarter, South 82 degre.es. J.9 minutes 07 seconds · ce of 162.08 feet to the point of bew.nnill& containin~icres in Section 23 a 5~236 1 res in Section 24, making a total <{_57 . ~'.'acres, more or less, and subject to the ri -o - f Township Road 118, Township Roaal 19, the C & 0 Railroad and all easements of record. ?, ~'·'· (,53.2 3 (o

All 5/8" X 30" iron pins with plastic identification caps set are stamped "Seymour & Associates".

The bearings used in the above described tract were based on north line of the west half of the southeast quarter of Section 24 as bearing, North 82 deE,>Tees 19 minutes 07 seconds West and are for the determination of angles only.

The above description was prepared from a survey in September 6, 1974, and in September of 1999, and is to be used to correct the angular error as recorded in Deed Book 157 at page 746 by George F. Seymour, Ohio Professional Surveyor No. 6044.

=f Yt correc..t- be.cc.<' \n

TYPE DIRECTION DISTANCE NORTHING EASTING DESCRIPTION ,,------LINE S 07°40 1 53" W 192.34' 243.73370 1 -1022.06807 1 LINE S 07°40 1 53" W 517.74' -269.36044 1 -1091.27142' LINE N 14°46 1 36" W 224.48' -52.30459' -1148.52549' LINE N 29°21 1 05 11 W 610.54 1 479.86038' -1447.79048 1 LINE N 39°18 1 54 11 W 413.36 1 799.66642 1 -1709.68853 1 1 1 LINE N 49°21 38" W 4,04, 16 I 1062.89452 -2016.37448' LINE N 69°49 I 3.6 II w 355.80' 1185, 59619 I -2350.34744' LINE S 72°07 1 00 11 W 189.65 1 1127.35851 1 -2530.83426 1 LINE S 36°13 1 04" W 719.53 1 546.85824 1 -2955.97290 1 LINE N 69°04 1 27 11 W 1250.79' 993.58936 1 -4124.26521' LINE N 81°45 1 25 11 W 324.14' 1040.06218' -4445.05645 1 LINE S 85°08 1 18 11 W 352.19' 1010.21397' -4795.97934' 1 11 1 1 LINE N 49°51 34 W 211.24 1146, 39299 I -4957.46499 1 11 1 LINE N 32°06 27 W 60.70' 1197, 80906 I -4989.72762 LINE N 32°06 1 27 11 W 566.74' 1677.86751' -5290.95529' LINE N 20°42 1 20 11 E 80.10 1 1752.79384' -5262.63469 1 1 11 1 LINE N 01°51 00 W 287.56' 2040.20395 -5271, 91798 I LINE S 56°10 1 20 11 E 425.05' 1803.57929 1 -4918. 82271 1 LINE S 56°10 1 20 11 E 249.40' 1664.73870' -4711.64247 1 1 LINE 9 78°07 I 20 II E 252.10' 1612.85030' -4464.94021 1 11 1 1 LINE N 87°51 20 E 4,00, 82 I 1627.84854 -4064.40092 1 1 LINE S 70°07 10" E 586.16' 1428.51872 -3513, l 7395 I LINE S 83°40 1 40 11 E 219.34' 1404.36504' -3295.16791 1 LINE N 78°09 1 47" E 896.36' 1588.23284' -2417. 86871 1 LINE S 75°12'30" E 85.98 1 1566.28171 1 -2334.73804 1 LINE S 58°39'20" E 630.60' 1238.25509 1 -1796.17059' 1 LINE S 62°01'00" E 385.06' 1057.57928 -1456, 13022 I 1 11 1 LINE S 40°44 00 E 219.22 891.46426' -1313, 08055 I 1 1 LINE S 17°50 20" E 403.75 507.12588' -1189, 39517 I 1 LINE S 32°26'20" E 60.61' 455.97322 -1156, 88398 I LINE S 82°19'07" E 162.08' 434.30891 1 -996.25838 1

Area: 2,489,043 Sq. Feet, 57.141 Acres (Un-balanced) Perimeter: 11737.59 1 Closing line: N 68°53'56" W, 0.11 1 Error in closure: 1:108740 •

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N /" '.: 200' <:> • :Zl?.ON PIN ' • • Rt111:. 1?019.D SP11

SECTION 3 IBW : 3.19 2 J Tl3N, R q' /lc,e ES S EcnoN 2'1 ,n3NJ '1?18w =f?.0693 ll c N~s 50. 2892. .l/CfllE. S rcrA1.-

/VI

\. THIS PAGE LEFT BLANK INTENTIONALLY THIS PAGE LEFT BLANK INTENTIONALLY THIS PAGE LEFT BLANK INTENTIONALLY , \ ' ! \ ' I \ ' \ i • \ I • \ I • \ •

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• '\ • \ • \ \ \ • \ • \ ' \ ' N \ ' \ • I I \ ' ' \ \ \ I ' \ \ \ I ' ' ', l-j1 \ l,,~l ,. ' ' ~ ' \ .... "' ' \ "-- s;'".;:;,. a·"'"~ I \ "-- ./\ ~ , ~I ' ~ ~ I "' fi«Af'HIC. '?C.AL.E; I" - 50' \ I - s s zl ------' \ v ...... "'c- '<:' --- : ---..... 0 " •o 100 -, --~-- -~=::_:_~,..,·~------.-~.=-- ~~:_:-~ •thy " h•w - ORJIS'/724 ::£:: ""(?~.,.~ ~~ ! ' \ I · - . --=------_/'· "--0 /, ~ E F E ' E N C E "> ' DE?:~ A') NOTED \ - - - Pc-~ND I Tl~~AL .-:PROV~~ COUNTY TAX MAf''7 \ '\.,r------=,- f'~VIOLJ<; ">Llf{VEY'?: .tApprovl!!I • Maltiema!lcall;' TRANSFER lo be used as : EXl"JTIN6 MONlJMENT":I ' Not HOC.-3}-0.0"1-0.24 H'lY.rLAN'7 \ HockJng County Engineer's Office separate bultding site or / \ ttar.f«recl as an Independent ' BY DATE -.J-iZAI parc•l In the future wlttlout ; __./"' \ \ ;-., .p._, ~ Planning Commls1i0n and/DI' / ,.. t.- .. 7 n.. ...;":1 t-• Health 0epar1ment apprcwa! ' __._.,....,. ,.,,.. ,.,,...,..., ro r:-4 hll-. ' L- E6 END \ ' ' I HEREOY C.ERTIFY THAT THI.-, PL.AT WA'? PREF'ARED 6- 5/b' , 30' IRON PIN ?ET •/l.D.CAP \ FR~ ACTUAL- f!EL...D ?URVEY OF THE PR'EMl'?E'? ?TAMPED '?EYMOUR < A??OC.' ~ OF l 'I ~ AND FROM EX!'?TING PUBL..IG ~ ' RECORD'?, AND WA'? PERFORMED UNDER MY DIR'E GT • - -- POINT ?UPERVl'?ION. I \ ' 0 ---IRON PIN FOUND ' I IRON PIPE FOUND \ ' 0 ' ' 0 ?TONE FOUND - NO "X' I \ ' A -IRON PIN FOUND o/ l.D . GAP ?TAMPED ' ' • J.R.G. - 746' • \ I ' ? . ' \ ~\ I ' \ \ \

...... ~ .. ·" O";"··· ...... ·· '\,.····· •. a ·., PLAT OF SURVEY ...· ~ "'.···. GEOIGE. ·• ·.'*'; ·-.. f •.:' f . "~o ·\ E>EIN6 PART OF THE '7.E. l/'4 OF ":>EGTION Z,, : ,.. : IEYMOUI • • : TO'fN-"-NORTH, RAN6E-16-'fE":>T, 6000 HOPE TO\fN":>HIP, ~ ~... , ...... • : ... ! ....."" ".:. \. ~ ..· __.: HOGKIN6 GOLJNTY, ":>TATE OF OHIO, U.'7.A. '• 4'',lrt\ , •C .· ·... ,···········" ,.· "·.... "" t .... ··" ' Q(:jZ,'16 ~ l'Olt : Ro ...... s __ _J

N ~ ~ NO ~CAL-E

kE6END ti.- I "" ltoN"" "11:'1' •/IP~ 'I•''TAl4"el>~t4~' •-1'""'1' e - ltON "'4 l' • NO ')(' A-p:~ w.f'. 1/t.P. Gil 'TAioftP

EXHIBIT II B II I EXHIBIT "A" I

PARCEL"B"

Being part of the tract of land that is now or formerly in the name of Roger and Kathy Shaw as recorded in Official Record 115 at page 724, Hocking County Recorder's Office, said tract being part of the southeast quarter of 23, T13N, R18W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning at a 5/8" X 30" iron pin with a plastic identification cap set from which a stone found on the southeast. corner of Section 23 bears South 69 degrees 19 minutes 37 seconds East a distance of 794. 70 feet;

Thence with a new line through the grantor's land the following eleven courses: 1. North 13 degrees 00 minutes 10 seconds West, passing through a 5/8" X 30" iron pin with a plastic identification cap set at 271.18 feet, going a total distance of 517.02 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 2. North 86 degrees 51 minutes 09 seconds East a distance of 426.34 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 3. North 87 degrees 22 minutes 20 seconds East a distance of 135.83 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 4. South 80 degrees 43 minutes 48 seconds East a distance of 95.25 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 5. South 73 degrees 00 minutes 21 seconds West a distance of 140.83 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 6. South 52 degrees 26 minutes 32 seconds West a distance of 89.38 feet to a S/8 11 X 30" iron pin with a plastic identification cap set; 7. South 28 degrees 44 minutes 32 seconds West a distance of 48.90 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 8. South 16 degrees 00 minutes 17 seconds East a distance of 149.15 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 9. South 37 degrees 40 minutes 07 seconds East a distance of 281.55 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 10. North 75 degrees 30 minutes 53 seconds West a distance of 216.48 feet to a 5/8" X 30" iron pin with a plastic identification cap set, and; 11. South 71 degrees 54 minutes 11 seconds West a distance of 194.33 feet to the point of beginning, containing 3.57637 acres, more or less, and subject to all easements of record.

Also included with the above described tract is a 60.0 foot wide future public road right-of-way easement for ingress and egress being continuous and coincident with the north line of the above described tract as shown on the attached plat marked Exhibit "B" and made a part hereof. The full size drawing is on file in the office of the Hocking County Engineer.

The south line of the above described tract is the centerline of a 30.0 foot wide easement for ingress and egress and/or utilities for the benefit of the granter and grantee, their heirs and assigns.

All 5/8" X 30" iron pins with plastic identification caps set are stamped "Seymour & Associates".

The bearings used in the above described tract were based on east line of the southeast quarter of Section 23 as bearing North 03 degrees 50 minutes 49 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, in September of 1998. CONDITIONAL APPROVAL/ TRANSFER Not to be used as separate building site or transferred as an independent parcel In the future without Plannlng Commission and/or Health Department approval ~t>f"1 T.,.,."r .;-/r B Te> 1:' 'ft, t. fJ-r'1~ If_------

s __ _J

N

I I ~ ~ ~ NO e,cAL-E

\ J I •-P'Qfil' •-11t0N,....l" •NO')(" I .6.-lltON ffi l'

PLAT OF SURVEY

~EIN6 r'MT 0,. TI-e '>of. V-4 0,. ~TION 2', TO'IN--1}-N~TI-!, ltAN6f~l6-IJ~T. 6000 HOre TO'IN'>HI", HOCKlN6 COUNTY, '>TATe OP OHO, lJ.'M.

EXHIBIT II B II EXHIBIT "A"

PARCEL"A"

Being part of the tract of land that is now or formerly in the name of Roger and Kathy Shaw as recorded in Official Record 115 at page 724, Hocking County Recorder's Office, said tract being part of the southeast quarter of 23, T13N, R18W, Good Hope Township, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning at a 5/8" X 30" iron pin with a plastic identification cap set from which a stone found on the southeast corner of Section 23 bears South 69 degrees 19 minutes 37 seconds East a distance of 794. 70 feet;

Thence with a new line through the grantor's land the following seven courses: 1. South 71 degrees 54 minutes 11 seconds West a distance of 61.54 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 2. North 11 degrees 31 minutes 52 seconds West a distance of 37.00 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 3. North 36 degrees 19 minutes 23 seconds West a distance of 151.84 feet to a 5/8" X 30 11 iron pin with a plastic identification cap set; 4. North 20 degrees 18 minutes 04 seconds West a distance of 157.04 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 5. North 09 degrees 26 minutes 06 seconds West a distance of 212.80 feet to a 5/8" X 30 11 iron pin with a plastic identification cap set; 6. North 86 degrees 51 minutes 09 seconds East a distance of 129.07 feet to a 5/8" X 30" iron pin with a plastic identification cap set, and; 7. South 13 degrees 00 minutes 10 seconds East, passing through a 5/8" X 30" iron pin with a plastic identification cap set at 245.84 feet, going a total distance of 517.02 feet to the point of beginning, containing 1.42367 acres, more or less, and subject to all easements of record.

Also included with the above described tract is a 60.0 foot wide future public road right-of-way easement for ingress and egress being continuous and coincident with the north line and the west line of the above described tract as shown on the attached plat marked Exhibit "B" and made a part hereof. The full size drawing is on file in the office of the Hocking County Engineer.

The south line of the above described tract is the centerline of a 30.0 foot wide easement for ingress and egress and/or utilities for the benefit of the granter and grantee, their heirs and assigns.

11 All S/8i 1 X 30" iron pins with plastic identification caps set are stamped Seymour & Associates".

The bearings used in the above described tract were based on east line of the southeast quarter of Section 23 as bearing North 03 degrees 50 minutes 49 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, in September of 1998.

CONDITIONAL APPROVAL/ TRANSFER Not to be used as separate building site or transferred as an independent parcel In tha future without Planning Commission and/or Health Department approval 1tH/,, Tlrdll.d~ tlr-8 v:~ -e!4t-'1 P'fA~ 223.081 WINDY GOLF

SJ8° 47'00.Er 60.'70' S5e' J2'01-r- 211.z4•

N78'27'46''E 352.19'

51,99·-~ 584'55'30"( 321.97' TOTAL-----.

I • I

RooltbrldgfJ £nterpr1'1 #JS ~ TD, LLC. ~l ;!: I OR262-2J3 .- I 223.081 ACR(S ?I

...... ~!•o ~ l ~ : ~

East Right of. Woy ~-~ Jeon Canon S69'28'20"W or U.S. Route 3.3 , 4-366\.194- 751 710.70' ~ OR11.:>-574 Point of Beginning ~ N89'41'15"W R09er ond Kathy Shaw N68'26'43"W _ __, 0 ORl 1.5-724 83.59' z 49£.00' Stote 9f Ohio 165-276 and 145-1 15 0. 69' '--- N89'41'1 5"W Eorl and $ $ 2.83' "". ~renda Loter S ~ OR103-656 ~ °' S27'42'53"W I 238.68' 184.39' TOTAL I SECilON 24 163.70' ------. ------..------ii!~ SEOTION 25 N89'26'57"W- 1009.69' Southeast corner of 521'5 1 '03"W Section 23 239.45' lst Addition Charles & Donna Ogle Poul Stuart Subdivision 129-74 Oovid Crowford ck Chonotte Horlow OR37-545, 0056- 676, ck OR69-770 ,,.,..., ...... ,...... "'••1 , .,...-· ~E. OP 0 "•· ,.,_"~ ...... -...... 'Y1.o'·., LEGEND ":1 / ' ... ' Approvell Ma\!'ij mJtu.a11 ~ I LA~~y -.,\ \ w: Point ttccldnq Cou11ty Engineer's Office • 5/8"x 30" iron pin with 1-1/4" ( 8Y 1a: ' pfostic 10 cop stomped LPG- 6344 p '\\ &~fER~ ./RI set "~-~<,~I \ ...... ~K~:.:;;.~ N I ~ MAG nail previously set ~ ",.;::::-=-sJ~ .... D Stone found -...:"~\.. .~ .. • .. r' REVISIONS • Spike set in brick REf£RENCE BEARING: Eosl line of Section 23 as North 0 degrees 00 minutes 00 seconds eosl Bearings are based ® 5/8" iron Qin wi th 1-1I4" plastic ID cap Stomped SEYMOUR & ASSOCIATES found upon on ossumed meridian and ore to denote o.ngles only. • 1-1 /2" OD iron pipe found CERTI E!CAT!ON: o 1" OD iron pipe found RE[£REMC£S; I hereby certify that on actual survey wa s mode under my supervision of the premises shown o 5/~"x 30" iron pin with 1- 1/4" hereon on the 11th day of February, 2004 and that the plot is a correct . re sentotion of the plastic ID cop stomped LPG .... 6344 Ta x mops premises as described by said survey. previously set . 0- -250- -500 Deed descriptions Previous surveys 181 Wood post found SCALE; Existing monumentotion eq~ er d •. • 5/8" iron pipe found 1" = 500' State of Ohio higliwoy plans Survey by: Lorry P. Gerstner - Englnffring and Surveying 9 East Second Street, SU.It• A, Logan, Ohio 43138 (740) 385-4260 SURVEY DESCRIPTION OF A 223.081 ACRE TRACT FOR \VINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23 and part of Section 24, both of Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 1037.89 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found and being the point of Beginning of the tract of land to be described; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance 1 of 710.70 feet to al 1 OD iron pipe found; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way of U.S. Route 33, from which a 1-112" OD iron pipe found bears North 89 degrees 41 minutes 15 seconds West at a distance of2.83 feet; thence with the East right of way of U. S. Route 33 the following two bearings and distances: 1) North 13 degrees 20 minutes 35 seconds West a distance of 2 71.3 8 feet to a 5/8" iron pin previously set; 2) with a curve to the left having a radius of 4345.18 feet and a chord bearing North 19 degrees 16 minutes 26 seconds West at a distance of 374.13 feet and a central angle of 4 degrees 56 minutes 05 seconds at a curve length of 374.25 feet to a spike set in brick at the East right of way of County Road 10, Rockbridge "A" Road; thence leaving the East right of way of U. S. Route 33 and with the East right of way of said County Road 10 the following four bearings and distances: 1) North 5 degrees 00 minutes 28 seconds East a distance of 98.04 feet to a point; 2) North 6 degrees 57 minutes 19 seconds East a distance of 53.77 feet to a 5/8" iron pin set and passing MAG nail previously set at a distance of 35.34 feet; 3) North 32 degrees 46 minutes 09 seconds East a distance of 30.03 feet to a 5/8" iron pin with 1- 11411 plastic ID cap stamped SEYMOUR & ASSOCIATES found; 4) North 9 degrees 20 minutes 45 seconds West a distance of 56.78 feet to a MAG nail previously set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 321.97 feet to a point in Buck Run Creek, passing 5/8 11 iron pins with 1-114 11 plastic ID cap stamped SEYMOUR & ASSOCIATES found at distance of 18.98 feet and 301.97 feet and a damaged 5/8 11 iron pin found at a distance of 239.98 feet; thence North 34 degrees 23 minutes 49 seconds East a distance of 158. 70 feet to a point in Buck Bun Creek from which a 5/8" iron pin with 1-114 11 plastic ID cap stamped SEYMOUR & ASSOCIATES found bears North 56 degrees 21 minutes 46 seconds West at a distance of 20.00 feet; thence North 26 degrees 44 minutes 23 seconds East a distance of 236.31 feet to a point in Buck Run Creek from which a 5/8" iron pin with 1-114 11 plastic ID cap stamped SEYMOUR & ASSOCIATES found bears South 88 degrees 48 minutes 40 seconds West at a distance of 24.49 feet; thence with Buck Run Creek the following five bearings and distances: 1) North 88 degrees 48 minutes 18 seconds East a distance of 165.76 feet to a point; 2) North 64 degrees 18 minutes 18 seconds East a distance of 171.60 feet to a point; 3) North 51 degrees 48 minutes 18 seconds East a distance of 165 .00 feet to a point; 4) North 60 degrees 48 minutes 18 seconds East a distance of 192.06 feet to a point; 5) North 89 degrees 17 minutes 43 seconds East a distance of 236.31 feet to 5/8" iron pin with 1- 1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found off of Buck Run Creek and on the East line of Section 23; thence with the East line of Section 23 and crossing the Hocking River North 0 degrees 00 minutes 00 seconds East a distance of 462.40 feet to a 5/8" iron pin with 1-1 /4' 1 plastic ID cap stamped SEYMOUR & AS SOCIA TES found; thence going into Section 24 South 38 degrees 4 7 minutes 00 seconds East a distance of 60. 70 feet to a 5/8" iron pin with 1-1/4 11 plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence South 56 degrees 32 minutes 07 seconds East a distance of 211.24 feet to a point in the Hocking River; thence North 78 degrees 27 minutes 46 seconds East a distance of 352.19 feet to a 5/8" iron pin set; thence South 88 degrees 25 minutes 58 seconds East a distance of 324.14 feet to a 5/8" iron pin set; thence South 75 degrees 45 minutes 00 seconds East a distance of 1250. 79 feet to a 5/8" iron pin set; thence North 29 degrees 32 minutes 31 seconds East a distance of 709.53 feet to a point in the Hocking River; THIS PAGE LEFT BLANK INTENTIONALLY @ /

\

COF·/l=! ..3;7

8€ARIN1.S-T. ------1 s 07°45' \I 276.54' ( 2 S 55°15' E 171.60, ( 8.'3.28A/> ------. '-. II/ -'.:J "'-,.,., . ) 3 S 71° 55' E 323.40' ~ '-· 23 4 N 82° 45' E 247,50 I' 5 N 86° 45' E 227.70' 6 N 83° 52' E 58.77'· 7 N 82"' 45• E 85.80'. CiAlfi OF O/flo/!NAL­ - 22 N 66° 49' E 17.53' - 23 N 43°24'E 165.77' F!fA CTJONA L /..OT 4 '- 24 N 10° 24' E 300.00' 25 S 50°36' E 441.00' 26 N 38°10' E 317.00' '· 27 S 50.36' E 132.30' 28 S 51° 50' E 110.00' 29 s 38' 10 1 v a.oo' 30 s ~2°28' E. 167.881 31 t; 38°10' E 370.00' 1 \ 32 N31°17'V 243.43 33 N 23°54' \I 215.17' 34 N 14''04' V 213.54' 35 N 16° 09' 1,1 208.44' 36 N15°l3'V 204.78 I 37 N 18° 43' \I 196.341 CUi?YE DATA 38 N 26' 09' \./ 190.63 1 ).. :: 795.0/ 39 N 28°17' \I 192.54' 40 N 44000 1 V 197.041 R"' 440J. !8' 41 N 83°37 1 \/ 253.03 1 ,c.1:: /0°.ZO' 42 N 34° 441 \./ 181.10 ' 43 N 17°59'\./ 224.92 1 44 N 62'271 V 191.94' 45 N 63°51' \I 193.07' 46 N 74° 23' \I 191.73 I 47 N 77°08' V 193.56' \ 48 N 83°12' \I 192.72' 49 s 86°09' \,/ 194.32 1 50 s 73°07' v 196,70 I 51 s 46° 15' \J 222.87' W4J,,TE!f I 52 s 28"011 v 242.64 1 53 s 55°28' v 203.681 .OE"iO!fGS //£)/) 54 s ·61° 50' \I 184.97' SCAt..,&: /''=3001 .0. II. ZOI, rYjS 45( 455 . 55 s a2•·:r1 1 v 240.41 1 56 s 68°28' \I 265.25 1 <'/3.5G AC. 57 s 86° 29' \I 258.49' 58 "' 39°22' \I 348.58' 59 N 34° 07 1 \I 1!.t~OG.' 60 s 07'' 45' \I ~3~J

Tl-llS 8U(fVl:3/ 1..5 /3AS~D ON • INFO!fMATION IA/(G-N /=lf01'-'/ /AX MAt°--5/ COt/l(TllOtJSE:- lfE:COROS .S,,4/0 Lo-r.s !fGFGr/lfED 70 IN lfOCK./5/)ID(jF AND DEED.S.· . j ?!./JS 70PO MA?S .A/fE .SHOWN ON l./OCl(!Nfi COUNTY AUD!/Of('S ,AND rlGlfllU.. Pl/OTO..S. !AX f'ff;CO(fDS1 NOT ON ?LAI OF ~ECORD. ~LI.- BEAl?IN

DATE EHGIHl'ER FIELD BOOK IC. 84· N COUNTY flFSI /-13. 88 l?J.G/J~Vl/l(.Q:S PAGE 1-8 #OCl(IN

DRAWING NO, ~-- Cop·y·· DEED . .

KNOW ALL MEN BY THESE PRESENTS: That COLUMBIA GAS TRANSMISSION CORPORATION, a Delaware corporation, with an address of 1700 MacCorkle Avenue, S.E., Charleston, West Virginia 25314, Granter, in consideration of the sum of Forty six thousand and no/100 ($46,000.00) to it paid by Lewis Barbini and Constance M. Barbini, his wife, as joint tenants with right of survivorship, with an address of 11280 Highland Park Or., Logan, Ohio 43138, Grantees, the receipt of which is hereby acknowledged does hereby GRANT, BARGAIN, SELL, and CONVEY to Grantees,. their heirs and assigns forever, the following REAL ESTATE, situate in the Township of Good Hope, in the County of Hocking, and in the State of Ohio, and bounded and described as follows:

Being part of a 38.47 acre tr~ct in Fractional Lot 1, Section 14, and part of a 103.38 acre tract in Fractional Lot 4, Section 23, Township 13 North, Range 18 West, and being more particularly described as follows: Beginning at the Northwest corner of Section 23, thence South 7 deg. 45' West 276.54 feet in the West line of said Section 23 to an iron pin set with I.D. cap, passing an iron pin at 50.00 feet set for reference with an I.D. cap. Thence with the North line of Original Fractional Lot 8 south 55 deg. 15' East 171.60 feet to a point, thence South 71 deg. 55' East 323.40 feet to a point, thence North 82 deg. 45' East 247.50 feet to a point, thence North 86 deg. 45' East 227.70 feet to a point, thence leaving said lot line North 83 deg. 52' East 58.77 feet to a point, thence North 82 deg. 45'East 85.80 feet to a point, thence North 65 deg. 45' East 69.96 feet to a point, thence South 80 deg. 15' East 330.00 feet to a point, thence North 74 deg. 03' East 222.90 feet to a point, thence South 85 deg. 45' East 330.00 feet in the North line of said Lot 8 to the Northeast corner of said ~ractional Lot 8 marked by an iron pin set with I.D. cap, thence with the East line of Fractional Lot 8 and the West line of Fractional Lot 4 South 7 deg. 45' West 1315.09 feet to an iron pin set with I.D. cap tn the northerly LIA.right of way line of U. S. Route No. 33. Said point being 110.00 feet left of Highway Station 100+24.84, thence southeasterly, along said L/A right of way in a curve to the right 795.01 feet chord bearing South 49 deg. 56' 28 11 East 793.93 feet, radius of curve 4,407.18 feet, Delta 10 deg. 20' to an iron pin set with I.D. cap being 110.00 feet 1eft of h i·ghway center 1i ne Sta ti on 108+00, thence South 50 deg. 25' 01" East 349.69 feet in said L/A right of way line to a point, said point being 158.00 feet left of highway centerline Station 111+36, thence South 75 deg 48' East 101.97 feet in said L/A right of way line to a point said point being the Northwest corner of Lot 117 as shown in Hocking County records, plat of Section 23, Good Hope Township, page 11-C, Block 3, Village of Rockbridge, said lots referred to in Rockbridge are shown on Hocking County Auditor tax records not on Plat of Record, said point also . being 218.00 feet left of highway centerline Station 112+15, thence South 88 deg. 54' East 72.45 feet to a point in the Northeast corner of said Lot 117, thence South 13 deg. 52 1 West 164.37 feet in the East line of said Lot 117 to a point in the L/A right of way line of U.S. Route No. 33, and being 144.00 feet left of Highway centerline Station 113+56, thence with the L/A right of way line, South 39 deg. 56' 24" .. East 40.37 feet to a point in the West line of Lot 121, said point being 146.00 feet left of Highway centerline Station 113+95, thence North 13 deg. 52' East 167.60 feet in the West line of Lots 121, 120 and 119 to a point, thence South 52 deg. 28 1 East 15.00 feet in the North line of Lot 119 to a point, thence North 13 deg; 52' East 60.00 feet in the line of Lot 118 to a point, thence North 66 deg. 49' East 17.53 feet in said lot line to a point, thence North 43 deg. 24' East 165.77 feet in the West line of Lot 115 to a point, said point being marked by a railroad spike set, and being the Northwest corner of Lot 115 and in the extended centerline of Main Street, Village of Rockbridge, thence North 10 deg. 24' East 300.00 feet in County Road No. 10 {Rockbridge Road) to a railroad spike set in said road and being the Northwest corner of Lot 107, thence South 50 deg. 36' East 441.00 feet in the North line of Lots 107, 106, 105 and 104 to an iron pin set with I.D. cap, said point being the Northeast corner of Lot 104, thence North 38 deg. 10' East 317.00 feet in the West line of a 1.75 acre tract as recorded in Deed Volume 181, page 317, to an iron pin set with I.D. cap, thence South 50 deg. 36' East 132.30 feet in the North line of said 1.75 acre tract to an iron pin set with 1.0. cap, thence South 51 deg. 50' East 110.00 feet in the North line of a 0.81 acre tract as recorded in Deed Volume 77, page 42, to an iron pin set with I.D. cap, thence South 38 deg. 10' West 8.00 feet in the East line. of said tract to a point, said point being the Northwest corner of a 0.85 acre tract as'recorded in Deed Volume 100, page 624, thence South 62 deg. 28' East 167.88 feet in the North line of said tract to an iron pin set with I.D. cap, thence North 38 deg. 10' East 370.00 feet in the West line of a 43.56 acre tract as re~orded in Deed Volume 201, page 451, to a point near the center of the Hocking River, passing an iron pin set with I.D. cap ~t 225.00 feet, thence with said river the following bearings and distances: North 31 deg. 17' West 243~43 feet, thence North 23 deg. 54' West 215.17 feet, thence North 14 deg. 04' West 213.54 feet, thence North 16 deg. 09' West 208.44 feet, thence North 15 deg. 13' West 204.78 feet, thence North 18 deg. 43' West 196.34 feet, thence North 26 deg. 09' West 190.63 feet, thence North 28 deg. 17' West 192.54 feet, thence North 44 deg. 00' West 197.04 feet, thence North 83 deg. 37' West 253.03 feet, thence North 34 deg. 44' West 181.10 feet, thence North 17 deg. 59' West 224.92 feet, thence North 62 deg. 27' West 191.94 feet, thence.North 63 deg. 51' West 193.07 feet, thence North 74 deg. 23' West 191.73 feet, thence North 77 deg. 08' West 193.56 feet, thence North 83 deg. 12' West 192.72 feet, thence South 86 deg. 09' West 194.32 feet, thence South 73 deg. 07' West 196.70 feet, thence South 46 deg. 15' West 222.87 feet, thence South 28 deg. 01' West 242.64 feet, thence South 55 deg. 28' West 203.68 feet, thence South 61 deg. 50' West 184.97 feet, thence South 82 deg. 37' West 240.41 feet, thence South 68 deg. 28' West .. 265.25 feet, thence South 86 deg. 29' West 258.49 feet, thence North 39 deg. 22' West 348.58 feet, thence North 34 deg. 07' West 223.06 feet to a point in the Hocking River and the West line of Section No. 14, thence leaving said river south 7 deg. 45' West 33.37 feet in the West line of Section 14 to the place of beginning, containing 112.28 acres more or less, said acreage being 89.28 acres in Section 23 and 23.00 acres in Section 14~ Grantor acquired title to the above premises by Warranty Deed dated February 27, 1978 and recorded in Deed Volume 166, page 317, of Hocking County records. This survey is based on information taken from tax maps, courthouse records and deeds, plus topo maps and aerial photos. All bearings are December 1987 magnetic. A survey of this property was made by Paul J. Edwards, Registered Surveyor #5518, February 11, 1988. EXCEPTING ANO RESERVING unto Grantor, for itself, its successors and assigns, the following described rights and privileges, to-wit: {a) all the oil and gas and other hydrocarbons in, on and underlying said premises, together with the right to produce and market same therefrom.. . (b) The right to utilize any subterranean formation for the underground storage of gas in said premises, together with the right to drill, utilize and operate said tract of land for underground storage purposes. (c) The right to lay, maintain, replace and. remove pipelines and telemetering cables, Columbia to pay any damages to crops, trees and fences, and upon request of the Grantees, Columbia will bury said pipelines except where risers or valves are necessary. TO HAVE ANO TO HOLD said premises with all the privileges and appurtenances thereunto belonging to the said Grantees, their heirs and assigns forever. And the said Grantor, for itself and its successors, does hereby covenant with the said Grantees, their heirs and assigns, that it is lawfully seized of the premises aforesaid; that the said premises are FREE AND CLEAR FROM ALL ENCUMBRANCES WHATSOEVER, and that it will forever WARRANT ANO DEFEND the same with the appurtenances, unto the said Grantees, their heirs and assigns, against the lawful claims of all persons whomsoever. I N ,--I ~ ~ ~~~ii' ttl . .. ~ < s . ~ - . "" ( ~i~ ' i I 9 /~/ • •

I ~~ ~ - \i • "'·1• tutua"' f- (IC J' '-) - "'~ I ~ NO'E • "" UJ (\._ :::?: " ~ • ••••••• DfARlNG':> OE"VED f'll':OM PREVIOU"; 71.RVEY"J A/'D ·­ ----- ANA TlON OF AN61..E':> ONL. y At.() " 0 . . " . Ali':E f'A";ED ON THE EA':>T LINE oP THE "J.f.-1/4 1-lLi=O OF ?EC.TION 2.3 A"J 0f'.ARIN6: N O'•'}o"'1 'l' E 01 J'IZ a .. ··· ~ ·· o • ' ··· ..... - ::> " "' _\ >- x tu>- <1"' . .-· + .······ ~· ... o · ... li.tutLID Q • • , •• ~ •• > " .. . 6RAPHIC. "JC. AL..E : I' - 150 ' I ~>::.?:~ ~· ...... Io..'.0(1( ; ... ; (!) -8 .. "' ·. ... ; " L : 0 : - · ::s:O -; ; f- :::::. °" () \ " . . o- >- .,. .. . - 0 150 "''- "- " "'-' "0 :: ~ c; ... ..:, .. :,.,. : ,_atu > ·. ... ·...... : REfERENGE':> rfi1zr... ,.z ·.. .,. .. . \ . f- - IOTED \ \, tu"' '- "' "" ·... ··-../ ..I \ .·" GOUNTY TAX MAP ? >--'~<{ ~I"'~ tu er . "'"""' PREVIOl.J"J .-,URVEY?: i-:J - a "'. "''- er EXt..,T!N6 MONUMENT? O lL-oJIa tut1.: :,; ""a tLI lUQ UIL ~ LEGEND Itl.l:zlLI:::::i _ u_ - a.: If' 6 - 5/0 " x 30' IRON PIN ?ET w/ !.D.G AP '>TAMPED '"EYMOUR < A'>?OC. ' • POINT • -677Jl.Jt: RlUAID(.vo'x') -- IRON PIN FOUND ..,. N z C) t- <,,) ILI "'z <() ._· .,_]'.

>­ "Z. ;;."' "'C) w "'t- <\ t- ILI U' 0 ~::3 - > -.ia - ""ILL a- a: LLg~ ::::> aoLL t- '°a l'.li£'. t-~lLJ en <( "'t- "-- l1J <( "';;. t- <" I -f' N <() , u. z J..i >- -zZa"' t- 0 t- <( ::'.} "o.:al1J <,,) "'i'"'LLt-Z 1- a"">< ...._,,_a"za

i --. •. .• ' ' '• ~ it ' ~- l-~...L~-~..,...J---4 ' :: ''" ' ,, . ' lf'OG&:: -" l<'.4T#YU;/.4>y' •.. 1 (!!R!l6/7z4 ) • ..~ ', . ' EXHIBIT "A"

Being part of the tract of land that is now or fonnerly in the name of Tewenbec, Inc., as recorded in Official Record 63 at page 553, Hocking County Recorder's Otllce, said tract being situated in the southeast quarter of Section 23, and situated in Fractional Lots 6, 7 and 8, in Section 24, T1 JN, R 18W, Good Hope Tow11Ship, Hocking County, State of Ohio, and being more particularly described as follows:

Beginning at an iron pin with a plastic identification cap stamped "JRC-7486" found on the east line of Section 23, from which a stone found with no "X" mark on the southeast corner of Section 23 bears, South 03 degrees 50 minutes 49 seconds West a distance of I ,037.8 I feet~

Thence along the grantor's south line, North 86 degrees 39 minutes 25 seconds West a distance of 710.66 feet to an iron pipe found;

Thence leaving the grantor's south line, North 31 degrees 36 minutes 21 seconds West a distance of 333.49 feet to a 5/8" X 30" iron pin with a plastic identification cap set~

Thence North 00 degrees 26 minutes 38 seconds West a distance of 167.46 feet to a 5/8" X 30" iron pin with a plastic identification cap set~

Thence North I 5 degrees 05 minutes 38 seconds East a distance of 194.18 feet to a 5/8" X 30" iron pin with a plastic identification cap set~

Thence North 87 degrees 26 minutes 23 seconds West passing through a 5/8" X 30" iron pin with 1 a plastic identification cap set at 60.51 feet, going a total distance of 239. 77 feet to a 5/8" X 30 ' iron pin with a plastic identification cap set;

Thence North 17 degrees 32 minutes 20 seconds East a distance of 147.18 feet to a 5/8" X 30" iron pin with a plastic identification cap set;

Thence North 8 I degrees 04 minutes 36 seconds West passing through a 5/8" X 30" iron pin with a plastic identification cap set at 273.6 I feet, going a total distance of 293.6 I feet to a point in County Road I 0 and on the granter's west line;

Thence along the grantor's west line in County Road IO, North 08 degrees 57 minutes 31 seconds East a distance of 60.00 feet to a point;

Thence leaving County Road I 0, South 81 degrees 04 minutes 36 seconds East passing through a 1/2" iron pin with a plastic identification cap stamped "MPB - 6803" found at 18.98 feet, passing through another a 1/2" iron pin with a plastic identification cap stamped "MPB - 6803" found at 239.89 feet, and passing through a 5/8" X 30' 1 iron pin with a plastic identification cap set at 30 I. 89 feet, going a total distance of 321.89 feet to a point in the creek~

Thence along the creek, the following six courses: 1. North 38 degrees 15 minutes 02 seconds East a distance of 158. 73 feet to a point from which a 5/8 11 X 30" iron pin with a plastic identification cap set bears, North 52 degrees 37 minutes 18 seconds West a distance of20.00 feet; 2. North 30 degrees 35 minutes 11 seconds East a distance of 236.31 feet to a point on the grantor's Jine from which a 5/8" X 30'' iron pin with a plastic identification cap set bears, North 87 degrees 18 minutes 03 seconds West a distance of 24.48 feet; 3. South 87 degrees 18 minutes 03 seconds East along the granter's line a distance of 165. 76 feet to a 5/8" X 30" iron pin with a plastic identification cap set~ 4. North 68 degrees 11 minutes 57 seconds East along the grantor's line a distance of 171.60 feet to a 5/8" X 30" iron pin with a plastic identification cap set~ 5. North 55 degrees 41 minutes 57 seconds East along the grantor's line a distance of 165.00 feet to a 5/8" X 30" iron pin with a plastic identification cap set, and; 6. North 64 degrees 41 minutes 57 seconds East along the grantor's line a distance of 192.06 feet to a 5/8" X 30" iron pin with a plastic identification cap set~

Page I of 3 EXHIBIT "A"

Thence leaving said creek, and along the grantor's line, South 86 degrees 48 minutes 03 seconds East a distance of 236.18 feet to a 5/8" X 30" iron pin with a plastic identification cap set on the east line of Section 23 and a comer to the grantor;

Thence along the grantor's property line, and the east line of Section 23, North 03 degrees 50 minutes 49 seconds East a distance of 462.40 feet to a 5/8" X 30" iron pin with a plastic identification cap set on the approximate northerly bank of the Hocking River on the intended south line of the tract as recorded in Deed Book 157 at page 746;

Thence leaving the east line of Section 23, and along the northerly bank of the Hocking River, and the intended south line of the tract as recorded in Deed Book 157 at page 746, the following five courses: 1. South 34 degrees 56 minutes 11 seconds East a distance of 60. 70 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 2. South 52 degrees 41 minutes 18 seconds East a distance of 211.24 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 3. North 82 degrees 18 minutes 35 seconds East a distance of 352.19 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 4. South 84 degrees 35 minutes 09 seconds East a distance of 324.14 feet to a 5/8" X 30" iron pin with a plastic identification cap set, and; 5. South 71 degrees 54 minutes 09 seconds East a distance of 1,250.78 feet to a 5/8" X 30" iron pin with a plastic identification cap set;

Thence leaving the northerly bank of the Hocking River, and with a new line through the grantor's land, the following nine courses: 1. South 37 degrees 26 minutes 07 seconds East a distance of 135.07 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 2. South 17 degrees 44 minutes 41 seconds East a distance of 260.45 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 3. South 07 degrees 39 minutes 52 seconds East a distance of 135.37 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 4. South 11 degrees 42 minutes 03 seconds West a distance of 182.24 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 5. South 37 degrees 57 minutes 31 seconds West a distance of 146.62 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 6. South 50 degrees 43 minutes 19 seconds West a distance of 96.48 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 7. South 64 degrees 44 minutes 48 seconds West a distance of 97.30 feet to a 5/8" X 30" iron pin with a plastic identification cap set; 8. South 25 degrees 51 minutes 36 seconds West a distance of 197.25 feet to a 5/8" X 30" iron pin with a plastic identification cap set, and; 9. South 15 degrees 12 minutes 14 seconds West a distance of 228.12 feet to a 5/8" X 30'' iron pin with a plastic identification cap set on a comer to the grantor, being a comer to Fractional Lot 7 and Fractional Lot 8;

Thence along the grantor's south line, South 88 degrees 13 minutes 23 seconds West a distance of 1,935.50 feet to the principle point of beginning containing 28.025 acres in Section 23 and 78. 727 acres in Section 24 for a total of 106. 752 acres, more or less, and subject to the right-of-way of County Road 10 and all easements of record.

The above described tract is subject to a 60 foot wide ingress-egress easement being retained by the grantor herein and his heirs and assigns, and being more particularly described as follows:

Beginning at a point in County Road 10 and a corner of the above described tract from which a point that is 83. 00 feet left of Centerline Station 130+83 of U.S. Route 33 bears, South 08 degrees 57 minutes 31 seconds West a distance of 166.28 feet;

Thence along the west line of the above described tract in County Road 10, North 08 degrees 57 minutes 31 seconds East a distance of 60.00 feet to a point;

Page 2 of3 EXHIBIT "A"

Thence along the north line of said 60.00 foot wide ingress-egress easement, the following two courses: 1. South 81 degrees 04 minutes 36 seconds East passing through a 112" iron pin with a plastic identification cap stamped "MPB - 6803" found at 18.98 feet and another a 112" iron pin with a plastic identification cap stamped "MPB - 6803" found at 239.89 feet and passing through a 5/8" X 30" iron pin with a plastic identification cap set at 301. 89 feet, going a total distance of 321. 89 feet to a point~

Thence along a non-tangent curve to the right, having a delta of 92 degrees 14 minutes 38 seconds, a radius of 180.00 feet, the length of curve being 289.79 feet, with a chord bearing South 37 degrees 28 minutes 47 seconds East a distance of 259.49 feet to a 5/8" X 30" iron pin with a plastic identification cap set on a comer of the above described tract~

Thence along a southerly line of the above described tract, North 87 degrees 26 minutes 23 seconds West a distance of 60.51 feet to a 5/8" X 30" iron pin with a plastic identification cap set on the southerly line of said 60.00 foot wide ingress-egress easement~

Thence along the southerly line of said 60.00 foot wide ingress-egress easement, with a non-tangent curve to the lefl, a delta of 95 degrees 52 minutes 29 seconds, a radius of 120.00 feet, the length of curve being 200.80 feet, and the chord bearing North 36 degrees 13 minutes 57 seconds West a distance of 178. 18 feet to a 5/8" X 30" iron pin with a plastic identification cap set;

Thence continuing along the south line of said 60.00 foot wide ingress-egress easement, North 81 degrees 04 minutes 36 seconds West passing through a 5/8" X 30" iron pin with a plastic identification cap set at 29.77 feet and passing through another a 5/8" X 30" iron pin with a plastic identification cap set at 303.38 feet, going a total distance of 323.38 feet to the principle point of beginning of said 60.00 foot wide ingress-egress easement~

The above described tract is also subject to a utility easement and being more particularly described as follows:

Beginning at a point in County Road 10 and a comer of the above described 107.295 acre tract from which a point that is 83.00 feet left of Centerline Station 130+83 of U.S. Route 33 bears, South 08 degrees 57 minutes 31 seconds West a distance of 166.28 feet;

Thence along the west line of County Road 10, North 08 degrees 57 minutes 31 seconds East a distance of 23.93 feet to a point~

Thence along the north line of said utility easement, South 81 degrees 04 minutes 36 seconds East a distance of 297.22 feet to a point;

Thence South 17 degrees 32 minutes 20 seconds West a distance of 24.20 feet to a 5/8" X 30" iron pin with a plastic identification cap set~

Thence North 81 degrees 04 minutes 36 seconds West passing through a 5/8" X 30" iron pin with a plastic identification cap set at 273.61 feet, going a total distance of 293.61 feet to the point of beginning~

All 5/8" X 30" iron pins with plastic identification caps set are stamped "Se¥,moUr&rA'~ciates". ,,, -< ~ (,) }::... '';., ...... Xi\ ,. ••• .a • ., () ' ..., The bearings used in the above described tract were based on the :.t'a~t .M1e of s;ctiQl~A as bearing, North 03 degrees 50 minutes 49 seconds East and are for JHt9 $feterrfi!Ratfi-0fi. of; aj)gtes

"' ') c·r::y~/iOlJR1 1 ~ : only. :.:. o ....>c. ' : : :.}% ~ S·6044 : w i ~ '• ~ <:.) .di ~ .~ The above described tract was surveyed by George F. Seymour, Ohi~fro~~93~le~tYtyeyor,.. No. 1 0 6044, in September of 1999. ".0,.. ~s'(/1>" • 0 ·:·Ct.._«:- .../ c0No(t~~}8.1v if.PP~vvAL/ TRANSFER'~~M-0 1 eg·~sed as separate building site or transferred as an independent Page 3of3 parcel in the future without Planning Commission and/or Health Department approval t<'-""~,·'Adw-- ro Tht> €·or GOLP: COURSE ' ... ,, ' .. t ,, So~fast . qu_~r · of ~ffon 23 ·ancf part of Seetfon 2'4, bofh 'i'

556''32'07"E._ Ric~ttS Extxivo~ion, Inc. 2i 1.2,41' ,, ' 157-746

Rockbl'ld.ge £t? #Wpfi~s -. t.TD,

OR~2 -23J .N6' 57'19"~ ----..~~--'"' 22J. 145 5,3.7:7' 1'T0TAL East Rig~ t of Woy _ _,.. pf County Road. tO, 187. 9~2 acre, fn S~lon 24 ... Ro~brldge ''A" Road ' ···......

. S84'i2"21 "W- 19Jo.4Z' Eost Right of Woy ~...,_,,, Jeon Canon SS9.'2B'20"W of ·U.S. Route· 3.:5 114-366,1~4'-751 710.70· ' !JR113--574 Point of .B•Qlnnln9 N8!t41'l5"W Roger opd Kothy Stiow N68'26'43"W -~ OR115- 724 83.59' 496.00' Stole of Ohio J.o,I 165-276 ond 145- 115 .._.__ ,, N69' 4l' 15"W E:orl ond ~ )! 2. .a3' t Brenda Loter '$ !5! OR103- 856 b c;; S27'42'53''W :z 238.66' 184.39' TOTAL ______SECTION______24 ....,....,.. ______"- 183.70' SE'.CTION 2.5 N89"26'57"W- 1009.69' Southeast corner of S21'51 '03"W 239.45' Section 23 1st Addition Charles & Oonno Ogle Pou I Stuart 'S1,1bdivisio11 129- 74 Dovjd Crowtorct & Chorlotte Harlow OR37-545, ORSS - 676, c!c Oij69- 770

LEGEND

~ Point • 5/81'x 30" iron pin with 1- 1/4" plastic ID cap stomped LPG- 6.344 set 6 MAG nail previously set 0 Stohe found Awroved · Mathematically Hoi:klng County Engineer's Office • Spike set in brick REfERtNC~ BtABING; • 5/8" 'ir<'.>n pin with l - 1I4" plastic ID cap BY~ DA~ 4: :1-;P7 East l~ ne of Sec~op 23. os ft.lorth 0 degrees 00 minutes 00 seconds east Bearings ore based sJom~ed SEYMOUR & ASSOCIATES found upon on assumed meridian and ore to denote angles only.

® 1-1 /2'' OD iron pipe found CE!trlff!CATION: l" OD iron pipe found o REE£Rf;HCES: I hereby certify ~hat an octuoJ survey was mode under my supervision of tile premises shown o 5/B"x 30" iron ' pin with 1- 1/4" hereon on the 1 Hh , day of ~ebruary, 2Q04 and that the plot is a correct representation the plastic ID cop stomped LPG- 6344 Tox maps premis.es · os deacrlbed by said survey. previously set -- Deed' descriptions -250 s6o - Previous surveys ® Wood post found SC,t,t £. eg1 tsr E:xisting mor:il.!men~o~on • 5/8'' iron pipe fo und 1" = 500' Stat• of. EJhio highway plans Survey by: Lari'¥ P. Gerstner - Engineering and Surveying SI East Second Street, Suite A, Lo~on, Ohio 43138 (740) 385-4260 SURVEY DESCRIPTION OF A 223.145 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23 and part of Section 24, both of Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 1037.89 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found and being the point of Beginning of the tract of land to be described; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 710.70 feet to al" OD iron pipe found; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way of U.S. Route 33, from which a 1-112" OD iron pipe found bears North 89 degrees 41 minutes 15 seconds West at a distance of 2.83 feet; thence with the East right of way of U. S. Route 33 the following two bearings and distances: 1) North 13 degrees 20 minutes 35 seconds West a distance of 271.38 feet to a 5/8" iron pin previously set; 2) with a curve to the left having a radius of 4345 .18 feet and a chord bearing North 19 degrees 16 minutes 26 seconds West at a distance of 3 74.13 feet and a central angle of 4 degrees 56 minutes 05 seconds at a curve length of 3 74.25 feet to a spike set in brick at the East right of way of County Road 10, Rockbridge "A" Road; thence leaving the East right of way of U. S. Route 33 and with the East right of way of said County Road 10 the following four bearings and distances: 1) North 5 degrees 00 minutes 28 seconds East a distance of 98.04 feet to a point; 2) North 6 degrees 57 minutes 19 seconds East a distance of 53.77 feet to a 5/8" iron pin set and passing MAG nail previously set at a distance of 35 .34 feet; 3) North 32 degrees 46 minutes 09 seconds East a distance of 30.03 feet to a 5/8" iron pin with 1- 114" plastic ID cap stamped SEYMOUR & ASSOCIATES found; 4) North 9 degrees 20 minutes 45 seconds West a distance of 56.78 feet to a MAG nail previously set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 301.97 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found, passing a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found at a distance of 18.98 feet and a damaged 5/8" iron pin found at a distance of 239.98 feet; thence North 33 degrees 31 minutes 41 seconds East a distance of 168.25 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & AS SOCIA TES found; thence North 26 degrees 16 minutes 56 seconds East a distance of 222.45 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found, from which a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found bears South 88 degrees 53 minutes 47 seconds West at a distance of 25.02 feet; thence North 72 degrees 29 minutes 59 seconds East a distance of 921.10 feet to a 5/8 11 iron pin with 1-114" plastic ID cap stamped SEYMOUR & AS SOCIA TES found on the East line of Section 23; thence with the East line of Section 23 and cwssing the Hocking River North 0 degrees 00 minutes 00 seconds East a distance of 462.40 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & AS SOCIA TES found; thence going into Section 24 South 3 8 degrees 4 7 minutes 00 seconds East a distance of 60. 70 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence South 56 degrees 32 minutes 07 seconds East a distance of 211.24 feet to a point in the Hocking River; thence North 78 degrees 27 minutes 46 seconds East a distance of 352.19 feet to a 5/8" iron pin set; thence South 88 degrees 25 minutes 58 seconds East a distance of 32.4.14 feet to a 5/8" iron pin set; thence South 75 degrees 45 minutes 00 seconds East a distance of 1250.79 feet to a 5/8" iron pin set; thence North 29 degrees 32 minutes 31 seconds East a distance of 709.53 feet to a point in the Hocking River; thence North 65 degrees 26 minutes 27 seconds East a distance of 189 .65 feet to a point in the Hocking River; thence South 76 degrees 30 minutes 09 seconds East a distance of355.80 feet to a 5/8" iron pin set; thence South 56 degrees 02 minutes 11 seconds East a distance of 404.16 feet to a point in the Hocking River; thence South 45 degrees 59 minutes 27 seconds East a distance of 413 .36 feet to a point in the Hocking River; thence South 36 degrees 01 minute 38 seconds East a distance of 610.54 feet to a point in the Hocking River; thence South 21degrees27 minutes 09 seconds East a distance of254.36 feet to a 5/8" iron pin set; thence South 0 degrees 15 minutes 30 seconds East a distance of 1139.67 feet to a 5/8" iron pin set and passing 5/8" iron pins set across the Hocking River at distances of 324.91 feet and 604.47 feet; thence South 22 degrees 48 minutes 26 seconds West a distance of 453.60 feet to a wood post found; thence South 27 degrees 42 minutes 53 seconds West a distance of 184.39 feet to a wood post found and passing a 5/8" iron pin set at a distance of 0.69 feet; thence South 21 degrees 51 minutes 03 seconds West a distance of 239.45 feet to a 1" iron pipe found on the South line of Section 24 and passing a 5/8" iron pin set at a distance of 0.77 feet; thence with the South line of Section 24 North 89 degrees 26 minutes 57 seconds West a distance of 1009.69 feet to a 5/8" iron pin found; thence leaving the South line of Section 24 and with the North - South half Section line North 0 degrees 09 minutes 02 seconds East a distance of 958.88 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found and from which a stone found at the cent~r of Section 24 bears North 0 degrees 16 minutes 43 seconds East at a distance of 1745.56 feet; thence leaving the North - South half Section line North 68 degrees 26 minutes 43 seconds West a distance of 83.59 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence North 68 degrees 14 minutes 27 seconds West a distance of 745.15 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence South 84 degrees 22 minutes 21 seconds West a distance of 193 5 .42 feet to the point of beginning, containing 223 .145 acres more or less with 3 5 .223 acres more or less being in Section 23 and 187.922 acres more or less being in Section 24, and subject to any public or private easements of record. The above 223 .145 acre survey is intended to describe all of the various tracts as deeded to Rockbridge Enterprises LTD, LLC. deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 February 11, 2004.

Approved • Mathematically 1 ,...... ··~"'0'''' ~"''111,1,,, Hocking county Engineer's Ottlca _..-·····" r~ ~"\ t:::...... r 0 1)1/,······ •• •• DATE 4,,. z.-o i ...... -..J ,,······ ·••• •••• 0 ·-...... , I // LARRY ...... \

f -o ~/GER~TNER \ N- \. :0 &-6344 i U- J """-r. Q 'E.! (.<'& ~Gt~.~~~ •• / .. ~'ONAt 90 ...····· ,~,~,,, - ,,..,,,,"'' '"'''••n1c1•""'''

Survey by: Larry P. Gerstner - Engineering and Surveying 9 East Second Street, Suite A, Logan, Ohio 43138 740-385-4260 PLAT OF A 5.001 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Northeast quarter of Section 23 and part of the Northwest quarter of Section 24, both of Township 13, Range 18.

--Center of Township Rood 118 Troxel Buckeye Rood Scott & Bobi Jo Cherryholmes s6 2 "s / 208-468 0 0 1 ''f:-.. Ce n t e r of Tow n s h i p y Road 119, Dupler Road

CSX acres in 0 100 200 Section SCALE: 2,3 1" = 200' LEGE~JD

•-: Point in River • 5/8"x 30" iron pin with 1-1/4" acres 1r1 plastic ID cap stamped LPG-6344 Section /:; set 2 4 !!]" \f- _. MAG nail set D Stone found ® 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found

Point of Beginning

REFERENCES: Tax maps Deed descriptions Previous surveys Existing monumentation Existing Township Roads Corrected survey of September 6, 1974

APPROYED MArtJEMA!f CA~LX Hocking county Engineer s Office By:~ate: M.Qi..D ..a..LY.~

REFERENCE BEARING: East line of Section 23 as North 0 degrees 00 minutes 00 seconds East 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 14th day of September, 2009 and that the plat is a correct representation of the premises as described by said survey. '-

~ ,c,.._ Regis ere 6344 Survey by: Lorry P. Gerstner - Engineering and Surveying 11 200 Stote Route 3 7 4, Rockbridge, Ohio 431 49 (7 40) .385-4260 SURVEY DESCRIPTION OF A 5.001 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Northeast quarter of Section 23 and part of the Northwest quarter of Section 24, both of Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 2935.96 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found on the North bank of the Hocking River and being the point of Beginning of the tract of land to be described; thence leaving the East line of Section 23 North 3 8 degrees 46 minutes 5 8 seconds West a distance of 566.74 feet to a point in the Hocking River; thence North 14 degrees 01 minutes 52 seconds East a distance of 80.10 feet to a 5/8" iron pin set; thence North 8 degrees 31minutes32 seconds West a distance of287.56 feet to a MAG nail set in the intersection of Township Road 118, Troxel Buckeye Road, and Township Road 119, Dupler Road, and passing 5/8" iron pins set at distances of 121.61 feet and 228.52 feet; thence leaving the center of said Township Road 118 and with the center of said Township Road 119 South 62 degrees 50 minutes 51 seconds East a distance of 425.05 feet to a MAG nail set near the center of said Township Road 119 in the East line of Section 23; thence leaving Township Road 119 and with the East line of Section 23 South 0 degrees 00 minutes 00 seconds East a distance of 165.00 feet to a 5/8" iron pin set and passing 5/8" iron pins set at distances of 15.00 feet and 99.22 feet; thence going into Section 24 South 66 degrees 13 minutes 20 seconds East a distance of 180.,75 feet to a 5/8" iron pin set; thence South 16 degrees 53 minutes 49 seconds West a distance of 438.27 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found on the North bank of the Hocking River; thence with the North bank of the Hocking River North 38 degrees 46 minutes 58 seconds West a distance of 60. 70 feet to the point of beginning, containing 5. 001 acres more or less with 3.904 acres more or less being in Section 23 and 1.097 acres more or less being in Section 24, and subject to the public easements of Township Roads 118 and 119 and any other public or private easements of record. The above 5.001 acre survey is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD. deed references Volumes OR262 and OR419, Pages 233 and 727, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, existing Township Roads, and a corrected survey of September 6, 1974 done by George F. Seymour, Ohio Professional Surveyor No. 6044. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 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 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 September 14, 2009.

ilfPROVED MAT/IElW1TICALLY. Hocking County Engineer's Office By:~ate:M.Qij).~/ Y.~

Survey by: Larry P. Gerstner - Engineering and Surveying 11200 State Route 374, Rockbridge, Ohio 43149 740-385-4260 PLAT OF A .589 ACRE SHARED EASE"Mnn OF INGRESS AND EGRESS FOR Wl~JDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being pa rt of the Northeast qua rt er of Section 23, Township ·13, Range 18.

Center of Township Rood 1 18 Troxel Buckeye Rood

Center of Township

(f) Q) E 0 ..L ..__c CSX Q) 100 200 _c co u co 0 -t SCALE: --:> I co ·- 0 1" = 200' {5 N CD LEGEND

.+.-' .+.-' D Stone found ~ ~ • 5/8"x 30" iron pin with 1-1/4" •t f B' · / r"J-t plastic ID cap stamped LPG-6344 P01n o eginning ___J c'~ N c c set 0 0 ...... , -_;::, u u @ 5/8" iron pin with 1-1/4" plastic ID cap Q) Q) en Vl stamped SEYMOUR & ASSOCIATES found

I :w 0 0 0 REFERENCES: 0 0 z Tax maps Deed descriptions Previous surveys Existing monumentation ~ Existing Township Roads ! Corrected survey of September 6, 1974 I i i Southeast corner of i APPROVED MA111EMATICALLY Section 23 --...... 6 Hocking County Engineer's Office By :MJ11..Date: M. .c8_D.-2 I Y ..2f!2!3_

REFERENCE BEARll'-JG: East Ii n e of Section 2 3 as "' o rt h 0 deg re es 0 0 mi n u t es 0 0 seconds Ea st 8 ea ring s a re 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 hereon on the 14th day of September, 2009 and that the plat is a corre~t the premises as described by said survey. ·~

~c2 ,~~--;.-~--"'~ Regi tere Survey by: Lorry P. Gerstner - Engineering and Surveying 11 200 State Route 37 4, Rockbridge, Ohio 431 49 (740) 385-4260 SURVEY DESCRIPTION OF A 0.589 ACRE SHARED EASEMENT OF INGRESS AND EGRESS FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part ofthe Northeast quarter of Section 23, Township 13, Range 18; being a shared easement of ingress and egress, and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 3380.86 feet to a 5/8" iron pin set and being the point of Beginning of the shared easement of ingress and egress to be described; thence leaving the East line of Section 23 North 65 degrees 47 minutes 52 seconds West a distance of 325.70 feet to a 5/8" iron pin set; thence North 42 degrees 39 minutes 54 seconds West a distance of 83.41 feet to a 5/8" iron pin set; thence North 8 degrees 31 minutes 32 seconds West a distance of 106.91 feet to a 5/8" iron pin set; thence South 42 degrees 39 minutes 54 seconds East a distance of 159.62 feet to a 5/8" iron pin set; thence South 65 degrees 47 minutes 52 seconds East a distance of286.46 feet to a 5/8" iron pin set in the East line of Section 23; thence with the East line of Section 23 South 0 degrees 00 minutes 00 seconds East a distance of 65.78 feet to the point of beginning, containing 0.589 acres more or less, and subject to the public easement of Township Roads 118 and any other public or private easements of record. The above 0.589 acre surveyed shared easement of ingress and egress is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC. deed references Volumes OR262 and OR419, Pages 233 and 727, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, existing Township Roads, and a corrected survey of September 6, 1974 done by George F. Seymour, Ohio Professional Surveyor No. 6044. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 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 30" and are capped by a 1-114" plastic identification cap stamped LPG-6344. The above described property was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on September 14, 2009.

\i~';':!-''l:1HIHr1.:i,·:,,,, •""""'" .. •.. ) r... .,v,~,., •'.. ~· -< r..:\r c ·~ ,.. 0 ',(,,·,,,_ ...... {"'-" ...... 7,./' .,..,,. ~'::...... > ••• •••··• ••••·• ••• ;o .,.,..~ •} .,,... LARR'fr .. ..,·. \ • i / p ... ! ' L { G'-F.·s·r· _ \ ; Survey by: = D . ..:: « N!::·f-1 'r...... : p G E . . I S . l :a \ S-6344 ·· j .1L.Urlff . erstner - ngmeenng am urveymg \ S{, \.,?~ 11299 .. St~}{oute 374, Rockbridge, Ohio 43149 740-385-4260 \ .••••• \~o··· "';.)}..... 91sTE~~·····jy...... 'f<\. ... . / ...... ,, ONAL S'~.. , ...... · APPROY.ED 1UATHEMATICALLY """""'"'""""·····- Hocking County Engineer's Office By:~Date: M.Q_q_D.&__Y.gQQg_ EXHIBIT 20' WIDE PERMANENT EASEMENT

10.606 ACRE TRACT ~':,..tx1s1ttvc I I '~~ G'~Vt( Do /JY ..... ~~ •lfyt COLUMBIA GAS ~ TRUE PLACE TRANSMISSION CORPORATION OF BEGINNING D.B. 166, PG. 317 ' D. B. 151, PG. 232 h;;- 1'' ~/ 165 ACRES ~h/ S,>..)~~ // (TRACT 2) ~ ~s 49·05•4a" w

'~~~ ,, J';:: \ \\ /_,-~~ 1!' v· '-'}~ .- t ' PROPOS ED SANITARY \ L-- ____ / ,J? f:t> / n MANHOLE 1 ~ _.-- {,,01' ,/ r: ? .'r ' ~ \ r:r v/V S 55•41•10" W ~ ~ !-'";: Iv 1 ... _.20,6'± \ ) '\ , ,._)!:A ,.f _,a, ~J \ \ v (\, , ~\ , r 1 17' W X 6 H ~\ I .:.i , BOX CULVERT '\\ (. \\\, e & o ~: t"~·~11Pr ·~- ' RAILROAD ~~ ' , ; ;ty Enginee(s offka ', ".. iOo• R/W \ ,f JA..v Jlala -1l:J::J5 "' 'X """ \\ 200 400 ""' ', \~ ' ~ ~\, t I ' ..... , ~ ~ "'\'- GRAPHIC SCALE "' "' ~~ ~'\ 1" = 200' "" ', ' ~\ '' '~ BASIS OF BEARINGS: "'~11'" ' \/) ' ' BEARINGS AS SHOWN WERE BASED ON THE SOUTHERLY LINE OF SECTION 14 AND THE NORTHERLY LINE OF " SECTION 24 AS BEING s go·oo·o(J w AS SHOWN IN DEED BOOK 166, PAGE 317, BEING THE PREVIOUS DEEDS AND RECORDS OF THE RECORDER'S OFFICE,

HOCKING COUNTY, OHIO. COlUl.IOOS, OHIO 4J212

PROJ. NO. 464 DRWG. 464-ECOL BISCHOFF & ASSOCIATES, INC. Consulting Engineers

Principals Associates Edward A. Bischoff, P.E., P.S. J. Scott Sands, P.E. John R. Grosse, P.E. Mark E. Cameron, P.S. Allen D. Robinson, P.E. B. James Forth, P.S.

Project No. 464 November 2, 1994

DESCRIPTION OF A 20' WIDE PERMANENT EASEMENT FOR SANITARY SEWER IMPROVEMENTS ACROSS THE PROPERTY OF COLUMBIA GAS TRANSMISSION CORPORATION

Situated in the State of Ohio, County of Hocking, Township of Good Hope, and being part of the Southeast Quarter of Section Fourteen (14) and the Northeast Quarter of Section Twenty-Three (23), Township Thirteen (13) North, Range Eighteen (18) West, and crossing Tract Two, a 165.00 acre tract and Tract Four (4) being a 13.00 acre tract, both tracts conveyed by deed to COLUMBIA GAS TRANSMISSION CORPORATION as recorded in Deed Book 151, Page 232, and Deed Book 166, Page 317, Recorder's Office, Hocking County, Ohio, and being more particularly described as follows:

20' WIDE PERMANENT EASEMENT:

Being a twenty (20) foot wide strip of land lying 1O feet on either side of the centerline of the sanitary sewer as constructed from the plans titled 11 VILLAGE OF ROCKBRIDGE", ROCKBRIDGE WASTEWATER FACILITY, said sanitary sewers approximate centerline location as shown on said plans described as follows:

Commencing for reference at a point on the centerline of Troxel-Buckeye Road (Township Road 118) and on the south line of Section Fourteen (14), north line of Section Twenty­ Ttlree {23), said point also being the southeast corner of an unrecorded 10.606 acre tract, thence South 90 Degrees, 00 Minutes, 00 Seconds West leaving the centerline of said road and following the south line of Section Fourteen (14); a distance of 50.00 feet to a point; thence North 57 Degrees, 30 Minutes, 00 Seconds West, a distance of 277 feet, more or less to a point, said point being the centerline of proposed Sanitary Manhole 5 also being the TRUE PLACE OF BEGINNING on the centerline of this description;

Thence South 49 Degrees, 06 Minutes, 48 Seconds West, a distance of approximately 200 feet more or less to proposed Sanitary Manhole 4;

Thence South 13 Degrees, 03 Minutes, 52 Seconds West, a distance of approximately 265 feet more or less to proposed Sanitary Manhole 3;

1125 Chambers Road (614) 421-3600 Columbus, Ohio 43212-1701 Fax (614) 421-3599 Project No. 464 November 2, 1994 Page Two (2)

Thence Si:.H.1U1 10 Degrees, 02 Minutes, 3·1 Seconds East, a distance of approximately 440 feet mere or loss to proposed ~)anitary Manhole 2;

Thence S.Juth 17 DHgrees, 28 Minutes, 01 Seconds East, a distance of approximately 215 feet more Oi less to proposed Sanitary Manhole 1;

l £ 1,·JfThence South 56 Degrees, 41 Minutes, 10 Seconds West, a distance of approximately 1 ~ ~r~ [\ ; 20.6 feet rnorG or ress to a point on the northeasterly right-of-way line of the C&O Railroad 0 u 91 ~\O ~~: (100; RfVV) ~3aid point also being the termination point of this permanent easement 1\' description.

NOTE: The 1~a::.ernent following the above-described centerline shall extend at angle points ~o the bisecting line of the angle, and also extend to intersect the property lines at its beginning point and at tt1e termination point.

Bearin9s c~s ~'.tiown were based on the soutberly line of Sect!on Fourteen (14) and the nort!·,En!y ;ine cf Section Twert~1~Fcur (24). as being Sou·th 90 De~;irnes! 00 Minutes, 00

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In tho e'11:.:nt that the above described easement overlap(!>) part(s) of an existing easementi:si, it is not the intent to limit the existing easement(s) ir. any manner.

See Ext1ib:t ''A" auachf;d i:tnd made a part thereof;

The· above description was prepared from records on file at the Recorder's Office, Hocking County, Ollio ::md ILQ1 from an t1Ctual field survey.

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\ I- · ;~ f (r er. .t APPROVED MA11fEMATJCALLI t.. ~ l:.J .~D . ~ li();king County Engineer's 0~~~ 0 By:OO-Date: M.l.Q..D.& Y6-- ('() 0 .6<__. ;u_{ ' \-<::... . 2.2..<- {)

~~ ~'Y.LA~ ~,.:::::y~ ey:=:- ~ l.o' ~~.~. "))~C:::.~~~) . 23 ,.,,. <...~ ·\'' =-~') 0 =" 1e·">< ~· ~ ~~c...--:J) 'N/<'fa.. .. ~ 1-\cP..:::. ---'f>. ~ ~?"'~~~::=:::.~ I , , ~~.S-~ '' ...... :...::_ r . • ~ ~~~0=SJ') ~~,:::::> \ ?.::::>~ : C1a~~-Q ·~"""'v~~. DESCRIPTION OF 0.3487 ACRE TRACT

Being the tract ofland described in Vol. 434, Pg. 28, Hocking Co. Ofticial Records, situated in the SE 'l4 of Sec. 23 Good Hope Twp., T-13N, R-18W, Hocking Co., Ohio, and being more particularly described as follows: Beginning at an iron axle found on the NW corner of the 0.34 Ac. tract described in O.R. Vol. 171, Pg. 35, said axle being referenced by the SE comer of Sec. 23 which bears, by previous survey, S 86 degrees 09' 11" Ea distance of 1669.30 ft. and S 3 degrees 50' 49" W a distance of 479.97 ft.; Thence, with the west line of said 0.34 Ac. tract, S 21 degrees 02' 3 7" E a distance of 92.30 ft. to an iron pin set; Thence with the south and west lines of the tract herein described the following two (2) course: 1) S 67 degrees 50' 46" W a distance of 167.00 ft. to an iron pin set; 2) N 20 degrees 59' 54" W, passing an iron pin set at 78.27 ft., going a total distance of 89.70 ft. to a point; Thence, with the north line of the tract herein described and within the right-of-way of St. Rt. 374, N 66 degrees 57' 12" Ea distance of 167.00 ft. to the place of beginning, containing 0.3487 acre, more or less, and being subject to the right-of-way of St. Rt. 374 and all valid easements. Cited bearings are based on the bearing system of the 3.57637 Ac. tract described in O.R. Vol. 130, Pg. 323. All iron pins described as being set are 5/8" X 30" with a 1 W' plastic l.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 Oct. 22, 2010.

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C;.::::,~"-<::::.';/ '\"Ax- V .LA\.:'.":::> 1_lf!.l!B!2!ih~Qlvlil1'lfl!t'trf!1'1I(.£~ LLY. Hocking County Engineer's Office ~~/~Y::-.~ ey--::- 9~-~:§:?.l':::::::. Hy:f'/fr·Date: M.JLD.Z~.Y.2.?.1~ Y:>~~~ (_A.~ ~:sv~) DESCRIPTION OF SURVEY FOR MR. BRETT DAVIS

Being a part of a tract of land described in Vol. 454, Pgs. 434 & 436, Hocking Co. Official Records, situated in the W Y2 of the SW 114 of Sec. 23 Good Hope Twp., T-13N, R-18W, Hocking Co., Ohio, and being more particularly described as follows: Beginning at the SE comer of the 0.46 Ac. tract described in O.R. Vol. 191, Pg. 80, said point being in the approximate centerline of St. Rt. 374 and being referenced by the SW corner of said Sec. 23 which bears N 81 degrees 48' 12" W a distance of 300.37 ft.; Thence leaving St. Rt. 374 and with the east line of said 0.46 Ac. tract, N 7 degrees 43' 59" E, passing a 5/8" iron pin found at 18. 77 ft., going a total distance of 196.87 ft. to an iron pin set; Thence, with the north line of said 0.46 Ac. tract and an extension thereof, N 81 degrees 30' 58" W, passing a 1" iron pipe found at 100.00 ft., going a total distance of 300.06 ft. to a 5/8" iron pin found on the west line of Sec. 23; Thence, with said west line, N 7 degrees 49' 42" E, passing a 5/8'' iron pin with a 1 W' plastic 1.0. cap stamped "W.R.S.-6650" found on the NE corner of the 6.6883 Ac. tract described in O.R. 153, Pg. 431at354.01 ft., going a total distance of369.88 ft. to an iron pin set; Thence with new lines the following two (2) courses: 1) S 83 degrees 59' 3 8" E a distance of 462. 78 ft. to an iron pin set; 2) S 4 degrees 26' 03" W, passing an iron pin set at 557.20 ft., going a total distance of 587.20 ft. to a point on the south line of Sec. 23; Thence, with said south line and within the right-of-way of St. Rt. 374, N 81 degrees 48' 12" W a distance of 196.95 ft. to the place of beginning, containing 5.000 acres, more or less, and being subject to the right-of-way of St. Rt. 3 7 4 and all valid easements. Cited bearings are based on the bearing system of the 6.6883 Ac. tract described in 0.R. Vol. 153, Pg. 431. All iron pins described as being set are 5/8" X 30" with a 1 W' plastic l.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 November 19, 2010.

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Being a part of a tract of land described in Vol. 454, Pgs. 434 & 436, Hocking Co. Official Records, situated in the W Yz of the SW Vt of Sec. 23 Good Hope Twp., T-13N, R-18W, Hocking Co., Ohio, and being more particularly described as follows: Beginning at the SE comer of the 0.46 Ac. tract described in O.R. Vol. 191, Pg. 80, said point being in the approximate centerline of St. Rt. 374 and being referenced by the SW comer of said Sec. 23 which bears N 81degrees48' 12" W a distance of300.37 ft.; Thence leaving St. Rt. 374 and with the east line of said 0.46 Ac. tract, N 7 degrees 43' 59" E, passing a 5/8" iron pin found at 18. 77 ft., going a total distance of 196.87 ft. to an iron pin set; Thence, with the north line of said 0.46 Ac. tract and an extension thereof, N 81degrees30' 58" W, passing a P' iron pipe found at 100.00 ft., going a total distance of 300.06 ft. to a 5/8" iron pin found on the west line of Sec. 23; Thence, with said west line, N 7 degrees 49' 42" E, passing a 5/8" iron pin with a 1 W' plastic I.D. cap stamped "W.R.S.-6650" found on the NE comer of the 6.6883 Ac. tract described in O.R. 153, Pg. 431at354.01 ft., going a total distance of383.78 ft. to an iron pin set; Thence with new lines the following three (3) courses: 1) N 87 degrees 52' 26" Ea distance of 469.24 ft. to an iron pin set; 2) S 7 degrees 33' 40" W a distance of 80.30 ft. to an iron pin set; 3) S 4 degrees 26' 03" W, passing an iron pin set at 557.20 ft., going a total distance of 587.20 ft. to a point on the south line of Sec. 23; Thence, with said south line and within the right-of-way of St. Rt. 374, N 81 degrees 48' 12" W a distance of 196.95 ft. to the place of beginning, containing 5.500 acres, more or less, and being subject to the right-of-way of St. Rt. 374 and all valid easements. Cited bearings are based on the bearing system of the 6.6883 Ac. tract described in O.R. Vol. 153, Pg. 431. 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 November 19, 2010.

t1£.EB.QY.e.JJ_MAIHEM.ATIC/.llLI': Hoctl County Enii~1eer's Office By:f;/ Date: M.Ji.JJ.Jd.Y .. EJ.!

• ..' , IJJ :

,...... ' . ' ' PLAT OF AN 8.000 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18.

n>~ N9°20'45''W- 5. 15' .i2'o"~ \ __ East right of way County Road I 0, Rockbridge "A" Road '- o s S84'55'3 ,, fl 0 2

Rockbridge Petroleum LTD OR404-467 0 100 200 - N5'34'36"W- 53.21' SCALE__:____ 1" = 200' 8.000 ACRES

..,.c-111-+--- N59' 12'44"E- 88. 12' TOTAL

~---- East Right of Way U.S. Route 33 S89'28'20"W- 453.61'

N89'41'15"W- 496.00' S89'28'20"W l\J89'41'15"W 1· 257 09' 2 83' Point of Beginning

g; I ~I 01 LEGEND REFERENCES: Tax maps :.: Point Deed descriptions Previous surveys • 5/8"x 30" iron pin with 1-1 /4" plastic ID cap stamped LPG-6344 Existing monumentation set or previously set State of Ohio highway plans A. Mag nail set n v D Stone found ('j 0J @ 5/8" iron pin with 1-1/4" plastic ID cap c I c 0 0 +-' +-' stamped SEYMOUR & ASSOCIATES found u u Ql •,]) (/) (/) ® 1 -1 /2" OD iron pipe found © 1" OD iron pipe found

Southeast corner of ~ Section 23

REFERE~lCE BEARING: East line of Section 23 as North 0 degrees 00 minutes 00 seconds East Bearings are based upon an assumed meridian and are to denote angles only.

CERTIFICATION: I hereby certify rhat an actual survey was made under my superv1s1on of the premises shown hereon on the 21st day of February, 2012 and that the plat is a correct. r~~Jen~ati.on of the premises as described by said survey.

.~/f~Registilr-ed Surveyor No, 6344 Survey by: Larry P. Gerstner - Engineering and Surveying 11 200 State Route 37 4, Rockbridge, Ohio 431 49 (740) 385-4260 SURVEY DESCRIPTION OF AN 8.000 ACRE TRACT FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 1037.89 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 453 .61 feet to a to a 5/8" iron pin set and being the point of Beginning of the tract of land to be described; thence continuing South 89 degrees 28 minutes 20 seconds West a distance of 257.09 feet to a l" OD iron pipe found; thence North 89 degrees 41 minutes 15 seconds West a distance of 496.00 feet to a point on the East right of way of U.S. Route 33, from which a 1-1/2" OD iron pipe found bears North 89 degrees 41minutes15 seconds West at a distance of2.83 feet; thence with the East right of way of U. S. Route 3 3 North 13 degrees 20 minutes 3 5 seconds West a distance of 228.29 feet to a 5/8" iron pin previously set; thence leaving the East right of way of U. S. Route 33 North 59 degrees 12 minutes 44 seconds East a distance of 88.12 feet to a point in the center of Buck Run Creek and passing a 5/8" iron pin previously set at a distance of 63 .12 feet; thence with the center of Buck Run Creek the following three bearings and distances: 1) North 17 degrees 49 minutes 33 seconds East a distance of 144.86 feet to a point; 2) North 5 degrees 34 minutes 36 seconds West a distance of 53.21 feet to a point; 3) North 18 degrees 39 minutes 30 seconds East a distance of 78.08 feet to a point; thence leaving the center of Buck Run Creek North 84 degrees 55 minutes 30 seconds West a distance of 38. 71 feet to a 5/8" iron pin previously set; thence North 5 degrees 04 minutes 30 seconds East a distance of 194.00 feet to a 5/8" iron pin previously set; thence North 84 degrees 55 minutes 30 seconds West a distance of240.00 feet to a Mag nail set in the East right of way of County Road 10, Rockbridge "A" Road; thence with the East right of way of said County Road 10 the following three bearings and distances: 1) North 6 degrees 57 minutes 19 seconds East a distance of 18.43 feet to a 5/8" iron pin previously set; 2) North 32 degrees 46 minutes 09 seconds East a distance of 30.03 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found and passing a 5/8" iron pin previously set at a distance of 24.37 feet; 3) North 9 degrees 20 minutes 45 seconds West a distance of 5.15 feet to a 5/8" iron pin set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 276.72 feet to a 5/8" iron pin set; thence South 72 degrees 34 minutes 29 seconds East a distance of 315.84 feet to a 5/8" iron pin set and passing a 5/8" iron pin previously set at a distance of 233.77 feet; thence South 1degree20 minutes 44 seconds West a distance of 379.51 feet to a 5/8" iron pin set; , thence South 48 degrees 35 minutes 11 seconds East a distance of 454.22 feet to the point of beginning, containing 8.000 acres more or less, and subject to any public or private easements of record. The above 8.000 acre survey is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 February 21, 2012.

Survey by: Larry P. Gerstner - Engineering and Surveying 11200 State Route 374, Rockbridge, Ohio 740-385-4260 PLAT OF A .458 ACRE EASEMENT OF INGRESS, EGRESS AND UTILITIES FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part of the Southeast quarter of Section 23, Township 13, Range 18.

"A" Road

Rockbridge Enterprises LTD, LLC OR262-233

Rockbridge Enterprises LTD, LLC R OR262-233 ~ I w '1- '1- 0 1 00 200 0 N SCALE: 1" = 200'

LEGE~lD

• 5/8"x 30" iron pin with 1-1/4" S89"28'20"W- 453.61' plastic ID cap stamped LPG-6344 set or previously set • A Mag nail previously set D Stone found ® 5/8" iron pin with 1-1/4" plastic ID cap REFERENCES: stamped SEYMOUR & ASSOCIATES found Tax maps Deed descriptions Previous surveys Z_j__>~I Existing monumentation State of Ohio highway plans REFERE~!CE BEARING: ~lorth ;T: East line of Section 23 as 0 degrees NI ~J 00 minutes 00 seconds East Bearings are c I c 0 0 based upon an assumed meridian and are ·c I ..., to denote angles only. Southeast corner of ___ .:l ~ Section 23

CERTIFICATIO~J: I hereby certify that an actual survey was made under my supervision of the prer;nises shown hereon on the 21st day of February, 2012 and that the plat is a correct representation of the premises as described by said survey. ~ f~

Registe~urveyor No. 6344 Survey by: Larry P. Gerstner - Engineering and Surveying 11200 State Route 37 4, Rockbridge, Ohio 431 49 (740) 385-4260 SURVEY DESCRIPTION OF A .458 ACRE EASEMENT OF INGRESS, EGRESS AND UTILITIES .FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part ofthe Southeast quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 1037.89 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 453.61 feet to a to a 5/8" iron pin set; thence North 48 degrees 35 minutes 11 Seconds West a distance of 454.22 feet to a 5/8" iron pin set; thence North 1 degree 20 minutes 44 seconds East a distance of 379.51 feet to a 5/8" iron pin set; thence North 72 degrees 34 minutes 29 seconds West a distance of 82.07 feet to a 5/8" iron pin previously set and being the point of Beginning of the easement of ingress, egress and utilities to be described; thence North 84 degrees 55 minutes 30 seconds West a distance of 518.36 feet to a Mag nail previously set in the East right of way of County Road 10, Rockbridge "A" Road and passing a 5/8" iron pin previously set at a distance of 278.36 feet; thence with the East right of way of said County Road 10 the following three bearings and distances: 1) North 6 degrees 57 minutes 19 seconds East a distance of 18.43 feet to a 5/8" iron pin previously set; 2) North 32 degrees 46 minutes 09 seconds East a distance of 30.03 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found and passing a 5/8" iron pin previously set at a distance of 24.37 feet; 3) North 9 degrees 20 minutes 45 seconds West a distance of 5.15 feet to a 5/8" iron pin set; thence leaving the East right of way of said County Road 10 South 84 degrees 5 5 minutes 30 seconds East a distance of 276.72 feet to a 5/8" iron pin set; thence South 72 degrees 34 minutes 29 seconds East a distance of 233.77 feet to the point of beginning, containing .458 acres more or less, and subject to any public or private easements of record. The above .458 acre surveyed easement ofingress, egress and utilities is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 easement was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on February 21, 2012.

Survey by Larry P. Gerstner - Engineering and Surveying 11200 State Route 374, Rockbridge, Ohio 740-385-4260

dPPRQ_J!/.~'.Q_;}t:1~1J ..~6:tYf j.E<;.:J(l,.f. Hci.:king County Engin·:er's Office By:)Y.ff.Date: M.;1. __ D._:3... Y . .~ o~ Ss.> . ls o 0' ·<> 493 ACRES <2SJ> . ..'L 63 G~ U'_ ~:::-:::-:-:-:-::-----...._ 00<<1 .. Rockbridge Enterprises LTD, LLC g - £ 1N84'55'Jo"w- 7' ( o:. 276. 72' -A.;7 • OR262-233 ~r--East right of way §33,7 ';> 9 •• of County Road 10, 3. 77• W Rockbridge "A" Road

Point of Beginning Rockbridge Enterprises LTD, LLC R' OR262-233 n I w tj­ tj- 0 1 00 200 0 C'J SCALE: 1" = 200'

LEGEf\JD

•• Point in Buck Run Creek

• 5/8"x 30" iron pin with 1-1/4" SB9'28'20''W- 453.61' plastic ID cap stamped LPG-6344 -~ Ol : set or previously set ca I ,--: : .A. Mag nail previously set nl o: ~! D Stone found I i ® 5/8" iron pin with 1-1/4" plastic ID cap REFERENCES: ,w i o: stamped SEYMOUR & ASSOCIATES found Tax maps _o I Deed descriptions gi Previous surveys bi Existing monumentation ? State of Ohio highway plans REFERnKE BEARING: ~ East line of Section 23 as North 0 degrees ,., ! tj- N i N 00 minutes 00 seconds East Bearings are c c 0 i 0 based upon an assumed meridian and are ~ ~ () i () to denote angles only. Q) Q) VI i VI Southeast corner of Section 23 --ci

CERT! FICATIOf\J: I hereby certify that an actual survey was made under my supervision of the prer:nises shown hereon on the 21st day of February, 2012 and that the plat is a correc,t representation of the premises as described by said survey.

Reg1ste~d~~,__..___ Surveyor No. 6344 Survey by: Larry P. Gerstner - Engineering and Surveying 11 200 State Route 374, Rockbridge, Ohio 43149 (740) 385-4260 SURVEY DESCRIPTION OF A .493 ACRE EASEMENT OF INGRESS AND EGRESS FOR WINDY HILLS GOLF COURSE

Situated in Good Hope Township, Hocking County, Ohio; being part ofthe Southeast quarter of Section 23, Township 13, Range 18; and being more particularly described as follows: Commencing for reference at a stone found at the Southeast corner of Section 23; thence with the East line of Section 23 North 0 degrees 00 minutes 00 seconds East a distance of 1037.89 feet to a 5/8" iron pin with 1-114" plastic ID cap stamped SEYMOUR & ASSOCIATES found; thence leaving the East line of Section 23 South 89 degrees 28 minutes 20 seconds West a distance of 453.61 feet to a to a 5/8" iron pin set; thence North 48 degrees 35 minutes 11 Seconds West a distance of 454.22 feet to a 5/8" iron pin set; thence North 1 degree 20 minutes 44 seconds East a distance of 379.51 feet to a 5/8" iron pin set; thence North 72 degrees 34 minutes 29 seconds West a distance of 82.07 feet to a 5/8" iron pin previously set and being the point of Beginning of the easement of ingress and egress to be described; thence continuing North 72 degrees 34 minutes 29 seconds West a distance of 233.77 feet to a 5/8" iron pin set; thence North 84 degrees 55 minutes 30 seconds West a distance of276.72 feet to a 5/8" iron pin set in the East right of way of County Road 10, Rockbridge "A" Road; thence with the East right of way of said County Road 10 North 9 degrees 20 minutes 45 seconds West a distance of 51.63 feet to a Mag nail previously set; thence leaving the East right of way of said County Road 10 South 84 degrees 55 minutes 30 seconds East a distance of 321. 97 feet to a point in Buck Run Creek, passing 5/8" iron pins with 1-1/4" plastic ID caps stamped SEYMOUR & ASSOCIATES found at distances of 18.98 feet and 301.97 feet and a damaged 5/8" iron pin found at a distance of 239.98 feet; thence South 57 degrees 53 minutes 24 seconds East a distance of220.01 feet to the point of beginning, containing .493 acres more or less, and subject to any public or private easements of record. The above .493 acre surveyed easement of ingress and egress is intended to describe part of the various tracts as deeded to Rockbridge Enterprises LTD, LLC deed reference Volume OR262, Page 233, Hocking County Recorder's Office. This survey was based upon information obtained from tax maps, deed descriptions, previous surveys, existing monumentation, and State of Ohio highway plans. The reference bearing for this survey is the East line of Section 23 as North 0 degrees 00 minutes 00 seconds East. 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 easement was surveyed by Larry P. Gerstner, Ohio Registered Surveyor No. 6344, on February 21, 2012.

Survey by: Larry P. Gerstner - Engineering and Surveying 11200 State Route 374, Rockbridge, Ohio 740-385-4260

APf'IlQYt~JXk!'.J}JUTllf<1 EC:\. U,.Y. Hccking Cour;ty Engiri;:er's Off\ci.! By:&s-_J)ate: M.~ __ DJ~.Y.8!,H~

DESCRIPTION OF A 27 .643 ACRE PARCEL

Situated in the State of Ohio, County of Hocking, Township of Good Hope and being a part of a 39.46526 acre parcel of land conveyed to Hocking Hills Market, LLC (hereinafter referred to as "Grantor'J in Official Record 302, Page 60, (Parcel No. 's 050001620000, 050002331000 and 050001970000) and located in Sections 23, 25 and 26, Township 13, Range 18 and being more particularly described as follows:

Commencing for reference at a point being the Southeast corner of Section 23, Township 13, Range 18, said point being a common comer of the Grantor and the Southwesterly property corner of a parcel of land conveyed to Roger and Kathy Shaw in Official Record 115, Page 724 (Parcel No. 050001690000);

Thence S 03° 55' 08" W along the East line of Section 26 and the West line of Section 25 a distance of 65.95 feet to point, said iron pin being THE TRUE POINT OF BEGINNING for the parcel herein described;

Thence leaving said Section 26 and through the Grantor's lands and through Parcel No. 050001970000 the following three (3) courses:

1) S 44 ° 21' 12" E a distance of 153. 72 feet to an iron pin set;

2) S 71° 47' 18" Ea distance of 371.61 feet to an iron pin set;

3) N 66° 55' 06" E a distance of 315. 41 feet to an iron pin set, said iron pin being on the Grantor's Easterly property line and the Westerly property line of a parcel of land conveyed to Richard and Mary Kennard in Official Record 70, Page 208 (Parcel No. 050006170000), said parcel being Lot 21 of the 1st Addition Paul E. Stuart Subdivision as recorded in Plat Cabinet 1, Page 1348;

Thence S 03° 30' 46" W along the Grantor's Easterly property line and the Westerly property line of the aforementioned Kennard parcel a distance of 681. 73 feet to an iron pin set, said iron pin being a property corner of the Grantor and the Northeasterly property comer of a parcel of land conveyed to Ramona Taulbee in Official Record 51, Page 498 and Official Record 152, Page 67 (Parcel No. 050006180000) said parcel being Lot 22 of the 1st Addition Paul E. Stuart Subdivision as recorded in Plat Cabinet 1, Page 1348;

Thence with the Grantor's Southeasterly property lines and the Northwesterly property lines of the aforementioned Taulbee parcel the following five (5) courses:

1) N 77° 35' 37" Wa distance of 106.16 feet to an iron pin set;

2) S 88° 16' 54" W a distance of 33. 63 feet to an iron pin set;

3) S 68° 23' 16" W a distance of 28.27 feet to an iron pin set;

4) N 73° 24' 19" W a distance of 348.06 feet to a 518 inch iron pin found; ll

5) S 16° 47' 34" W a distance of 397.81 feet to an iron pin set, said iron pin being the Grantor's Southeasterly property comer, the Southwesterly property comer of the aforementioned Taulbee parcel and on the Northerly property line of a parcel of land conveyed to Ramona Taulbee in Official record 152, Page 67 and Deed Volume 212, Page 379 (Parcel No. 050001950000);

Thence N 61° 47' 03" W along the Grantor's Southerly property line and the Northerly property line of the aforementioned Taulbee parcel a distance of 162.65 feet to an iron pin set, said iron pin being on the Grantor's Southerly property line and the Northerly limited access/right of way line of U.S. Route 33 as conveyed to the State of Ohio in Deed Vol. 116, Page 41;

Thence N 40° 54' 04" W along the Grantor's Southwesterly property line and the Northeasterly limited access/right of way line of U.S. Route 33 as conveyed to the State of Ohio in Deed Volume 114, Page 289 a distance of 28. 76 feet to a point, said point being on the West Line of Section 25 and the East line of Section 26;

Thence leaving said Section line and continuing N 40° 54' 04" W along the Grantor's Southwesterly property line and the Northeasterly limited access/right of way line of U.S. Route 33 as conveyed to the State of Ohio in Deed Volume 114, Page 289 a distance of 27. 82 feet to an iron pin set;

Thence N 54° 42' 57" E along the Grantor's Southwesterly property line and the Northeasterly limited access/right of way line of the aforementioned U.S. Route 33 as conveyed to the State of Ohio in Deed Volume 113, Page 161 a distance of 25.30 feet to a point, said point being on the West Line of Section 25 and the East line of Section 26;

Thence leaving the said Section line and continuing N 54° 42' 57" E along the Grantor's Southwesterly property line and the Northeasterly limited access/right of way line of the aforementioned U.S. Route 33 a distance of 17. 92 feet to an iron pin set;

Thence with the Grantor's Southwesterly property line and the Northeasterly right of way and/or limited access line of U.S. Route 33 as conveyed to the State of Ohio in Deed Volume 113, Page 161 and Deed Volume 114, Page 291 the following five (5) courses:

1) N 47° 01' 08" W a distance of 369.98 feet to an iron pin set (passing a point on the West Line of Section 25 and the East line of Section 26at17.88 feet);

2) N 42° 42' 44" W a distance of 113. 16 feet to an iron pin set;

3) N 49° 08' 43" W a distance of 101.44 feet to an iron pin set;

4) N 40° 45' 02" Wa distance of 197.52 feet to an iron pin set; 5) With a cuNe to the right having a Delta Angle of 08° 13' 54", a Radius of 2385. 53 feet and a length of cuNe of 342. 73 feet a chord bearing of N 33° 17' 07" W a chord distance of 342.43 feet to an iron pin set, said iron pin being on the Southerly comer of a perpetual easement conveyed to the State of Ohio in Deed Volume 113, Page 77;

Thence N 01° 58' 21" E along the Grantor's Westerly property line and the aforementioned perpetual easement a distance of 57. 13 feet to an iron pin set, said iron pin being the Northeasterly comer of the aforementioned easement and the Southerly comer of a parcel of unknown ownership;

Thence N 03° 29' 31" E along the Grantor's Westerly property line and the Easterly line of the unknown ownership parcel a distance of 128. 01 feet to an iron pin set, said iron pin being a property comer of the Grantor, the Northeasterly comer of the unknown ownership parcel and on the Northerly line of Section 26;

Thence N 86° 27' 57" W along a property line of the Grantor, the Northerly line of the unknown ownership parcel and the North line of Section 26 a distance of 62. 84 feet to an iron pin set, said iron pin being a property comer of the Grantor, the Northwesterly comer of the unknown ownership parcel and on the Northeasterly right of way line of U.S. Route 33;

Thence leaving said Section line and with the Grantor's Southwesterly property line and the Northeasterly right of way and/or limited access line of U.S. Route 33 as conveyed to the State of Ohio in Deed Volume 114, Page 292 and Deed Volume 116, Page 53 the following five (5) courses:

1) N 21° 33' 44" E leaving said Section line a distance of 47.53 feet to an iron pin set;

2) N 11° 33' 15" Wa distance of 179.53 feet to an iron pin set;

3) S 84° 55' 25" W a distance of 26.81 feet to an iron pin set;

4) N 34° 46' 47" W a distance of 242. 76 feet to an iron pin set;

5) N 10° 36' 15" W a distance of 297.28 feet to an iron pin set;

Thence leaving the limited access/right of way line of U.S. 33 N 81° 07' 34" E through the Grantor's lands a distance of 97.34 feet to a 518 iron pin found, said iron pin being a property comer of the Grantor and the Northwesterly property comer of a parcel of land conveyed to Hocking Hills Market, LLC, in Official Record 531, Page 89 (Parcel No. 050001620200);

Thence with the property lines of the Grantor and the property lines of the aforementioned Hocking Hills Market, LLC parcel the following six (6) courses: !l

1) S 09° 40' 19" Ea distance of 210.14 feet to a 518 inch iron pin found with a plastic identification cap inscribed "SEYMOUR & ASSOC/A TES";

2) S 19° 58' 34" Ea distance of 159.08 feet to a 518 inch iron pin found;

3) S 36° 19' 27" Ea distance of 151. 77 feet to a 518 inch iron pin found with a plastic identification cap inscribed "SEYMOUR & ASSOC/A TES";

4) S 11° 37' 14" Ea distance of 36.96 feet to a 518 inch iron pin found with a plastic identification cap inscribed "SEYMOUR & ASSOC/A TES";

5) N 71° 52' 58" E a distance of 255. 84 feet to a 518 inch iron pin found with a plastic identification cap inscribed "SEYMOUR & ASSOC/A TES" (passing a 518 inch iron pin found with a plastic identification cap inscribed "SEYMOUR & ASSOCIATES" at 61.50 feet;

6) S 75° 29' 10" Ea distance of 216.53 feet to a 518 inch iron pin found with a plastic identification cap inscribed "SEYMOUR & ASSOC/A TES";

Thence S 44° 21' 12" E through the Grantor's lands a distance of 493.09 feet (passing the North line of Section 26 and the South line of Section 23 at 394. 74 feet) to the point of beginning, containing 27. 643 acres (5. 023 Acres in Section 23, 11. 557 Acres in Section 25 and 11.063 Acres in Section 26), more or less, and subject to all legal easements and rights of way of record.

All iron pins set are 518-inch iron pins 30 inches in length with 1 5116 inch plastic identification caps inscribed "CASSELL S-6378."

The bearing system for this description is based on the East line of Section 23, Township 13, Range 18 and bears S 03° 55' 08" Wand is for the determination of angles only.

This description was prepared on June 4, 2014 by Jerry L. Cassell, Ohio Professional Surveyor No. 6378 and is based on an actual field survey of the premises in March of 2014 and existing public records. LEGEND BOUNDARY SURVEY @ 5/8" IRON PIN FOUND SITUATE IN THE STATE OF OHIO, HOCKING COUNTY, GOOD ----=~- LC/L CR 34 HOPE TOWNSHIP, SEC/JON 23, TlJN, Rl8W, WYNSTONE (!) 3/4" IRON PIN SET W/ (BUENAVtSTAROAO) POINTE SUBDIVISION. BEING PART OF LOT 9 A 1.850 ACRE PLASTIC CAP STAMPED PARCEL CONVEYED TO STEPHEN & KATHRYN GOOD "CANTER S-7226" RECORDED IN OR.112, PG. 487 - - - - 5' UTILITY EASEMENT £NO CAP - - - - 50' BUILDING SETBACK G POC "1\1 N7. -- 40' INGRESS/EGRESS \fJ ----!''.'.:'.- -- -...... --.. ~~ --!!:_!s·o6"W NE CORNER LOT 9 EASEMENT w-----===-~~ -- ..- ..- -· ... -·-139'Jt/,_.-:---__R)W B NW CORNER LOT 10

0 ---\1\N -=--=--==~\ \-- 1-1/4" CAP S~UTH ~/- -..... -..... -·- ...... NO CAP S7o0 36, "L~-dt~·~~::. I~ ..- ..- I 1 \ "LPG - 6344" - .CR 34 (BUENA VISTA ROAD) / / ...... ·-- --~-:---38 ''1: I I I - ... _ ~...J/ 164.16·~~"1!.--:::-- POINT NORTHING EASTING LATITUDE LONGITUDE t ii: -...... -.... ~~--A A 577173.48 1959924.90 N39" 35' 04.8816" W82" 31' 49.5328" . ·- •• ~--·.:;;:- _ •• . - •••• r/~- R B 577205.89 1959763.98 N39° 35' 05.2014" W82° 31' 51.5884" ~ 1 ... ____ .. ·- · ------...... -...:...... I I c 576708.27 1959768.05 N39° 35' 00.2831" w82° 31 • 51.5344" ~ 2i! 1 POB .. - ·- ·----.. ... -.~:-~-- .. ---.. ·--. ·--/.::::! /_ ... _.. I I ... ,Q, .. D 576718.17 1959718.75 N39° 35' oo.3808" W82° 31' 52.1640" F©-;,• L4 .1/ ·,·/r;·..... //-r-- E 576971.11 1959112.15 N39° 35' 02.8807" W82° 31' 52.2494" ..JE.f~RQYlJ_f)_JXfAI'lJHM.AT!C~\lJ.X HCi;king County Engin,!er's Office F 577114.17 1959725.42 N39°35'04.2947" W82°31'52.0806" I ~ /i By: ;r_f.)i:to: M2dJ.'/..YH~ /II G 577233.09 1959621.22 N39° 35' 05.4698" W82° 31' 53.3355"

H 577111.40 1959755.22 N39° 35' 04.2675" W82° 31' 51.1000" I_) 576968.34 1959741.95 N39°35'02.8535" W82°31'51.8688" C")' ~ 1f, ...J t /,~ /ii:/ I 0 I I I I L1 S05°17'53"W 143.67' "' d1 1/1

L2 N84° 42' 07"W 29.93' ~\j) i 1 0~~!1L /_,/ t /Q/ L3 Nos· 17' 53"E 143.67'

L4 sa4· 42' 07"E 29.93' LINDSAY KILBARGER & / / E L2 iI r MITCHELL HARWOOD / c:» ",,. I I 1.837 AC I ::::-J~ I ~~~~ I I Wf#lO I/QI I I I I I Q Q fr!{ OK.486,PG.08 i i I I I I I \ NO CAP I "' I /CONG. DRIVE '"(, '-.. '"(, ~ I I ~ 20.00' - i "' I I BENT I Q I 1--- Q'1ll' q,ll' I::::! I OFFLINE @ 44.87' I I I STEPHEN & I ~ Q / 0.13' LT I I I I KATHRYN GOOD 1.850 AC QI IQ~ I I ~ & 12{!! i / I I LOT#9 /-J: I OR. L12, PG. 487 Iii:/ I I I'>! I Q ~ """ WYNS1VNE POINTE I/ ! ~ Q I "'ll' "'- SUBDIVISION I I I I I \ "' PLATCAB. .2 / I()~; i(, ~ I ...J I'/ I' C")' ~ ~ 'll' PAGES JI &J2 /ii: I 1-J I "1 10:, I ~a:i %"" "- If/ 11 1 I I I'/ I1 / I NO CAP / 0: / I I I I BENT / /::::!I 10..1 1 STORY /ii:1...i! 11 I I WOOD FRAME o·- .. _____ 1; 1 HOUSE JKI / I I I -.... ·-- .. ___ P(.L -~--.. _ ·--- ... __ ._ _ I I BENT /::::!I ..... __ .. -- P!L .. ___ ' --... QI I I ·- - ...... o ...... -...... I /::::!/ STEPHEN & -... - -...... f!.!L_ -·-.. ··~ -~- ... ___ .. ___ JJ I IQ/ WOOD KATHRYNC~OOD - -..... / r-·-- -.... -~!~-~---- ...... -.. -.. .! I 1-- 23.85' - PORCH 4.224 AC I I -·-...... P!L -·- J I DETAIL 1" = 20' LOT#8 ...... -...... _ I Olt 112, PG. 487 I I -.. -··- /::::! I JEI<'FREY & !R-.... _ p Robert c. Canter, P.S. 6801 /Q/ HEATHERWINCHELL NO CAP j . ·· .... S.R.56 Athens, Ohio 45701 /// 4.012AC t!ANc;FJs.caM Phone: (740) 592-5706 II 1' LOT#ll c- '/ t @ OR. 302, PG. 81 cmO/: can er cangps.com /-Ji ·a:: SURVEYED JANUARY 2018 UNDER THE DIRECTION I I OF ROBERT C. CANTER P.S. 7226. SUBJECT TO ALL LEGAL EASEMENTS AND RIGHTS OF WAY 01--1 ~H~-5:==1ci====110 Feet

ALL BEARINGS, COORDINATES AND "'··-- DISTANCES ARE EXPRESSED AS OHIO ROBERT C. CANTER, P.S. 7226 DATE STATE PLANE SOUTH ZONE GRID, US SURVEY FEET NAD83 (2011 ). REFERENCE PROJECT NO. SCALE DRAWN BY: CHECKED BY: THE SOUTH RtW OF CR 34 (BUENA VISTA ROAD) AS BEING: N 78° 45' 06" W HARWOOD 1"=50' D.CONLEY R.C.CANTER SEAL EXHIBIT "A"

Situate in the State of Ohio, Hocking County, Good Hope Township, Section 23, T 13 N, R l 8W, Wynstone Pointe Subdivision, Plat Cabinet 2 Pages 31 & 32, and part of Lot 9 a l .850 acre parcel conveyed to Stephen & Kathryn Good recorded in Official Record 112, Page 487 of the Hocking County Recorder's Ot1ice and being more particularly describes as follows:

Point of Commencement being a 5/8" iron pin found no cap at the northeast corner of said Lot 9, the northwest corner of Lot 10 a 1. 83 7 acre parcel conveyed to Lindsay Kilbarger & Mitchell Harwood recorded in Official Record 486, Page 08 and on the south right of way of County Road 34 (Buena Vista Road) (having a State Plane Coordinate of N: 577205.89, E: 1959763.98 and referencing a 5/8" iron pin found with a 1-114" cap stamped "LPG-6344" South 78° 36' 38" East 164.16 feet at the northeast corner of said Lot 10, the northwest corner of Lot 11 a 4.012 acre parcel conveyed to Jeffrey & Heather Winchell recorded in Official Record 302, Page 81 and on the south right of way of County Road 34 (Buena Vista Road) having a State Plane Coordinate of N: 577173 .48, E: 1959924.90 and referencing a 5/8" iron pin found with no cap at a northerly corner of said Lot 9 and a corner at the south right of way of County Road 34 (Buena Vista Road) North 78° 45' 06" West 139.44 feet having a State Plane Coordinate ofN:577233.09, E: 1959627.22);

Thence from the Point of Commencement South 05° 17' 53" West 94. 90 feet along the east line of said Lot 9 and the west line of said Lot 10 to an iron pin set on the east line of said Lot 9 and the west line of said Lot 10 said point being the Point of Beginning for the parcel herein described (having a State Plane Coordinate of N:577 l l l .40, E: 1959755.22);

Thence South 05° 17' 53" West 143.67 feet along the east line of said Lot 9 and the west line of said Lot 10 to an iron pin set on the east line of said Lot 9 and the west line of said Lot 10 (having a State Plane Coordinate ofN:576968.34, E: 1959741.95, referencing a 5/8" iron pin bent with no cap being South 05° 17' 53" West 251.25 feet found at the southeast corner of said Lot 9, the southwest corner of said Lot 10, and on the north line of Lot 8 a 4.224 acre parcel conveyed to Stephen & Kathryn Good recorded in Official Record 112, Page 487 having a State Plane Coordinate of N: 5 76 718. 17, E: 1959718. 75, and referencing a 5/8" iron pin found bent with no cap at 44.87 feet 0.13 feet Jett);

Thence along a new division line across said Lot 9 the following three (3) courses:

I. North 84° 42' 07'' West 29.93 feet to an iron pin set having a State Plane Coordinate ofN:576971. I I, E: 1959712.15;

2. North 05° 17' 53" West 143.67 feet to an iron pin set having a State Plane Coordinate of 577114.17, E: 1959725.42;

3. South 84° 42' 07'' East 29.93 feet to the Point of Beginning.

The above described parcel contains 0.099 acres more or less.

Said 0. 099 acre parcel to be continuous and contiguous with said Lot 10 a 1. 83 7 acre parcel conveyed to Lindsay Kilbarger & Mitchell Harwood recorded in Official Record 486, Page 08. Subject to all legal easements and rights of way.

All iron pins set are 3/4"0 x 30"L rebar with a cap stamped Canter S 7226.

This description was prepared under the direction and supervision of Robert C. Canter, Registered Surveyor No. 7226 and is based on a field survey made by Canter Surveying/GPS Services, Inc., completed January 20 l 8.

Plat of Survey is attached herewith and made a part thereof

Prior Instrument Reforence: Otticial Record 112, Page 487 of.the Hocking County Recorder's Otlice.

Bearings and Coordinates are NAO 83(CORS), Ohio State Plane, South Zone Grid. Based on GPS observations. Reference the south right of way of County Road 34 (Buena Vista Road) as being North 78° 45' 06" West. \fz__ .c/,.. c-· c~, 'l_ __ _ Robert C. Canter, P. S. 7226 Date

(1 /.I'! i. ~ . '. "· NUMBER RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH NUMBER DIRECTION DISTANCE Cl 2595.53 274.56 S 18°22'16" E 274.43 1 s 21°23'13"E 100.00' C2 2595.53 104.80 S 22°33'30" E 104.79 2 S 15°31'11" E 89.13' 3 S 21°36'27" E 92.7,1-' 4 S 78°28'22" E 53.80' 5 N 69°39' 15" E 99. 73' I --0 I 6 s 66°16' 49" w 20.00' \ 7 S 23°42'54" E 31.79' \ \ \ \ I \ I ~ >;rj \ ...... \ ::a \ \ I \ I \ \ I \~ \ I \ \!:) I \~\ I \ \ ',3+4'.3·82 ~t \ \ $'fJ\. \~3+4:l..0B I sc $'ti\· \ I \ A. \ \ c\ J; \ 0\ ~0\\ ~\ ~~~\ ~ 4.255 ACRE TRACT ;rj f-.,1~ 1.905 c,;. \\ ' ~ ~,~ ACRE TRACT ~\ \\ \ U'1U) SECTION 23 "° \ : ...... ~ \ I I ----SECTION-2;;----~----~------3~4~2~.2~a~·~:--~P~.~o~.B~.\,.~ -"6 133.39' P.O.B.\.\ ~\ \ \\ )-- -~ REFERENCE I N 850 49' 19" W rf- J!_.~~<.:_RE~~ \ /J ~ POINT\' 107.90 AC. TR. I 194.24' -6- N 85°49'19" w / I l '\ I JAMES & LINDA BRITTON, I ~. (0.668 ACRES) \ 278.37' I w ... _A. 1 TRUSTEES I = : ~ 1 I \ V--"ty;' -.7'."""8-5-.5-5-' ....;;-..__. OFFICIAL RECORD 599, I PAGE 452. \ G. $ ~ 6 \ ! \ F g:;,~ \ I ~6 235.52' ~}, \ \ \ . ~ i~ g1 N 86° 24· 21 ;s:-_;_v R/w-\ ____ \ \, C,•c z I I \ \ ~ \ -·\ f:31 f;3 , ------\-- . 0.99 AC. TR. , ' , SUZETTE M. SAYRE \ OFFICIAL RECORD 516, PAGE 593. , ' \ \

SURROUNDING OWNERS: I\\ 100 0 100 i ~ ~ ~--.==;a------,, lr111 ii A. JOHN & NORMA NYE, Scale: 1" = 100' OFI•'ICIAL RECORD 335, PAGE 589. ~~ \ \ \ B. 0.3487 AC. TR., GARY & CAROLYNE LIVINGSTON, OFFICIAL RECORD 458, PAGE 415. LEGEND: '\ '\ FOUND 5/8" IRON PIN WITH A 1 1/4" C. 0.59 AC. TR., GARY & MARSHA HACKER, ' • PLASTIC IDENTIFICATION CAP STAMPED OFFICIAL RECORD 529, PAGE 23. ' "CASSELL S-6378" \ D. 0.404 AC. TR., JONATHAN SAHONAGE, 0 FOUND 5/8" IRON PIN OB'FICIAL RECORD 299, PAGE 12.

e FOUND 1/2" IRON PIN E. 0.344 AC. TR., DEVON NAIM, OFFICIAL RECORD 520, PAGE 464. • POINT F. 11.063 AC. TR., HOCKING HILLS MARKET, LLC, SET 5/8" IRON PIN WITH A 1 1/4" PLASTIC OFFICIAL RECORD 541, PAGE 628. 8 IDENTIFICATION CAP STAMPED "SHARRETT-8019" G. 1.4111 AC. TR., BOBBY ADAMS, I DEED VOLUME 195, PAGE 820. I .:----- I s 85049• 19" E REFERENCES: 63.10' / ... __ DEEDS AS NOTED P.O.B.f' COUNTY MAPS ;::: NOTES: PREVIOUS SURVEYS \ BEING A TRACT OF LAND THAT IS NOW OR FORMERLY IN \ EXISTING MONUMENTS THE NAME OF DENISE AND DEVON NAIM AS RECORDED IN OFFICIAL RECORD 267, PAGE 226 AND OFFICIAL RECORD 621, \ PAGE 873 OF THE HOCKING COUNTY RECORDER'S OFFICE. \ \ ALL SET 5/8" X 30" IRON PINS WITH A 1 1/4" PLASTIC IDENTIFICATION CAPS ARE STAMPED "SHARRETT-8019". \ I HEREBY CERTIFY THAT AN ACTUAL SURVEY WAS MADE \ UNDER MY DIRECT SUPERVISION OF THE PREMISES SHOWN \ HEREON ON THE 15th DAY OF FEBRUARY, 2018 AND THAT ALL BEARINGS BASED ON THE GRID AZIMUTH OF THE NATIONAL THE PLAT IS A CORRECT REPRESENTATION OF THE GEODETIC SURVEY AND DERIVED FROM GPS OBSERVATIONS ____\ PREMISES AS DETERMINED BY SAID SURVEY. I FURTHER TAKEN JANUARY 3, 2018, UTILIZING THE TRIMBLE ODOT ,---· CERTIFY THAT THERE ARE NO ENCROACHMENTS EITHER CORS VRS (VIRTUAL REFERENCE SYSTEM) AND ARE TO BE \ WAY ACROS ANY BOUNDARY EXCEPT AS SHOWN. USED TO DENOTE ANGLES ONLY. ~-L ------~·~~,,,__Uffer--- p A L SHARRETT PROFESSIONAL SURVEYOR NO. 8019 P.S. P smmT REVISIONS ,,, ...... ,,, SURVEYING FOR: DEVON & DENISE NAIM 11 •LOTS ,..~····' <:. 0 F ''••,, 740-775-3548 .•'-'Ii~~ '"' •• ••••••••••• o~··"1: ~ -. . . 800-848-3548 • FARMS /f:...,v•• ···.:....-''°~ PAUL SHARRETT SITUATED IN THE SOUTHEAST QUARTER OF SECTION 23 0 / SHARRETT \ 0 \ PROfESSIOHAL8720 ST. RT.SURVEYOR \58 • SUBDIVISIONS AND THE NORTHEAST QUARTER OF SECTION 26, f CLARKSBURG, OHIO 43\ IS \ * l\ S-8019 ,::*J 0 T-13-N, R-18-W, GOOD HOPE TOWNSHIP, \IP ••--9... ~· ~ ' •CONSTRUCTION ~•••• o--~l&I~~~~ o.~l HOCKING COUNTY, STATE OF OHIO '••• /? V E ~••••• JOB DRAWN DATE ,,,,,, ...... ,, •• t: P.R.S. 2-15-18 FILENAME: EGPT / HO 1801.DWG EXHIBIT "A"

PARCEL TWO (0.093 ACRE TRACT) Being a part of a tract of land that is now or formerly in the name of Denise and Devon Nairn as recorded in Official Record 621, Page 873 of the Hocking County Recorder's Office, said tract being situated in the northeast quarter of Section 26, T-13-N, R-18-W, Good Hope Township, Hocking County, State of Ohio and being more particularly described as follows:

Beginning for reference on the northeast corner of Section 26;

Thence along the north line of Section 26, North 85° 49' 19" West a distance of 785.55 feet to a 5/8" iron pin with a 1 1/4" plastic identification cap stamped "CASSELL S-6378" found on the northwest corner of a 11.063 acre tract (Official Record 541, Page 628), said iron pin being the principal place of beginning of the tract herein described;

Thence along the property line of the 11.063 acre tract, South 03° 39' 01" West a distance of 128.01 feet to a 5/8" iron pin with a 1 1/4" plastic identification cap stamped "CASSELL S-6378" found on the east right of way of U.S. 33 as found in the plans of said right of way (HOC-33-0.09-0.24);

Thence along the east right of way of U.S. Route 33, North 22° 29' 14" West a distance of 143.24 feet to a 5/8" iron pin with a 1 1/4" plastic identification cap stamped "CASSELL S-6378" found on the south line of Section 23;

Thence leaving the east right of way of U.S. Route 33 and along the south line of Section 23, South 85° 49' 19" East a distance of 63.10 feet to the principal place of beginning, containing 0.093 acres more or less and being subject to all legal easements of record.

All iron pins set being 5/8" x 30" with a 1 1/4" plastic identification cap stamped "SHARRETT-8019".

All bearings based on the Grid Azimuth of the National Geodetic Survey and derived from GPS observations taken January 3, 2018, utilizing the Trimble ODOT Cors VRS (Virtual Reference System) and are to be used to denote angles only.

The above described tract was surveyed by Paul R. Sharrett, Ohio Professional Surveyor No. 8019, February 15, 2018, [H01801 ]. EXHIBIT "A"

PARCEL ONE (1.905 ACRE TRACT) Being a part of a tract of land that is now or formerly in the name of Denise and Devon Nairn as recorded in Official Record 267, Page 226 and part of a tract of land as recorded in Official Record 621, Page 873 of the Hocking County Recorder's Office, said tract being situated in the southeast quarter of Section 23 and the northeast quarter of Section 26, T-13-N, R-18-W, Good Hope Township, Hocking County, State of Ohio and being more particularly described as follows:

Beginning for reference on the northeast corner of Section 26;

Thence along the north line of Section 26, North 85° 49' 19" West a distance of 1127.02 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT- 8019" set on the west right of way of Toke Road (Township Road 565), said iron pin being the principal place of beginning of the tract herein described;

Thence leaving the north line of Section 26 and along the west right of way of Toke Road the following three (3) courses: 1. With a curve to the left having a RADIUS of 2595.53 feet, ARC LENGTH of 104.80 feet and a CHORD BEARING and DISTANCE of South 22° 33' 30" East, 104. 79 feet to a 518" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019", 2. South 66° 16' 49" West a distance of 20.00 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set, and; 3. South 23° 42' 54" East a distance of 31. 79 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the property line of a 0.99 acre tract (Official Record 516, Page 593);

Thence leaving the west right of way of Toke Road and along the property line of the 0.99 acre tract, North 86° 24' 21" West a distance of 235.52 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the property line of a 1.4111 acre tract (Deed Volume 195, Page 820);

Thence along the property line of the 1.4111 acre tract, North 02° 51' 40" East a distance of 133.48 feet to a 518" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the south line of Section 23;

Thence along the south line of Section 23, North 85° 49' 19" West a distance of 133.39 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT- 8019" set;

Thence leaving the south line of Section 23 and with a new line through the grantor's property, North 23° 51' 26" East a distance of 232.52 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the Property line of a 0.344 acre tract (Official Record 520, Page 484);

Thence along the property line of the 0.344 acre tract the following two (2) courses: 1. South 78° 28' 22" East a distance of 53.80 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set, and; 2. North 69° 39' 15" East a distance of 99.73 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the west right of way of Toke Road;

[continued on page 2]

Page 1 of 2 EXHIBIT "A"

Thence along the west right of way of Toke Road with a curve to the left having a RADIUS of 2595.53 feet, ARC LENGTH of 274.56 feet and a CHORD BEARING and DISTANCE of South 18° 22' 16" East, 274.43 feet to the principal place of beginning, having 1.237 acres in Section 23 and 0.668 acres in Section 26 for a total of 1.905 acres more or less and being subject to all legal easement of record.

All iron pins set being 5/8" x 30" with a 1 1/4" plastic identification cap stamped "SHARRETT-8019".

All bearings based on the Grid Azimuth of the National Geodetic Survey and derived from GPS observations taken January 3, 2018, utilizing the Trimble ODOT Cors VRS (Virtual Reference System) and are to be used to denote angles only.

The above described tract was surveyed by Paul R. Sharrett, Ohio Professional Surveyor No. 8019, February 15, 2018, [H01801].

Page 2 of 2 EXHIBIT "A" (4.255 ACRE TRACT)

Being a part of a tract of land that is now or formerly in the name of Denise and Devon Nairn as recorded in Official Record 267, Page 226 of the Hocking County Recorder's Office, said tract being situated in the southeast quarter of Section 23, T-13-N, R-18-W, Good Hope Township, Hocking County, State of Ohio and being more particularly described as follows:

Beginning for reference on the southeast corner of Section 23;

Thence along the south line of Section 23, North 85° 49' 19" West a distance of 1454.65 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set being the principal place of beginning of the tract herein described;

Thence continuing along the south line of Section 23, North 85° 49' 19" West a distance of 342.28 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the easterly corner of a 10.1967 acre tract (Official Record 454, Page 754);

Thence leaving the south line of Section 23 and along the property line of the 10.1967 acre tract, North 24 ° 11' 35" West a distance of 284.17 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the southerly corner of John and Norma Nye (Official Record 335, Page 589);

Thence along the property line of John and Norma Nye, a 0.3487 acre tract (Official Record 458, Page 589) and a 0.59 acre tract (Official Record 529, Page 23), North 67° 57' 07" East, passing a 5/8" iron pin found at 334.84 feet, going a total distance of 487.81 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the westerly corner of a 0.404 acre tract (Official Record 299, Page 12);

Thence along the property line of the 0.404 acre tract the following two (2) courses: 1. South 21° 23' 13" East a distance of 100.00 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set, and; 2. North 67° 33' 19" East a distance of 168.12 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the west right of way of Toke Road (Township Road 565);

Thence along the west right of way of Toke Road, South 15° 31' 11" East a distance of 89.13 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set on the northerly corner of a 0.344 acre tract (Official Record 520, Page 464);

Thence leaving the west right of way of Toke Road and along the property line of the 0.344 acre tract the following two (2) courses: 1. South 70° 21' 18" West a distance of 159.40 feet to a 1/2" iron pin found, and; 2. South 21° 36' 27" East a distance of 92.74 feet to a 5/8" x 30" iron pin with a 1 1/4" plastic identification cap stamped "SHARRETT-8019" set;

[continued on page 2]

Page 1 of 2 EXHIBIT "A"

Thence with a new line through the grantor's property, South 23° 51' 26" West a distance of 232.52 feet to the principal place of beginning, containing 4.255 acres more or less and being subject to all legal easements of record.

All iron pins set being 5/8" x 30" with a plastic identification cap stamped "SHARRETT-8019".

All bearings based on the Grid Azimuth of the National Geodetic Survey and derived from GPS observations taken January 3, 2018, utilizing the Trimble ODOT Cars VRS (Virtual Reference System) and are to be used to denote angles only.

The above described tract was surveyed by Paul R. Sharrett, Ohio Professional Surveyor No. 8019, February 15, 2018, [H01801 ].

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Page 2 of 2 PLAT OF A 0.386 ACRE EASEMENT Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional part Lot 9; being of a 3.41 acre tract in Section 23, Township 13, Range 18.

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LEGEND: REFERENCES: 0 100 200 Tax maps • Point Deed descriptions SCALE: Previous surveys Existing monumentation 1 " = 200' • 1-1 /2" Iron axle found Existing public road

REFERENCE BEARING: The west line of said 3.41 acre tract as North 00 degrees 01 minutes 43 seconds Bearings are West. 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 9th day of December, 2019 and that the plat is a correct representation of the premises as described by said survey.

Registered Surveyor No. 8127 Survey by: S. Vince Evans Surveying - S. Vinc·e Evans P.S. 8127 64103 Woodgeard Road, Creola, Ohio 45622 Phone (740) 380-3884 FAX (740) 596-5831 SURVEY DESCRIPTION OF A 0.386 ACRE EASEMENT

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 9; being part of a 3.41 acre tract in Section 23, Township 13, Range 18; and being more particularly described as follows: Being part of a 3.41 acre tract as described in Volume OR419, Page 185 to Stanley Sr. and Judy Edwards. Beginning at a 1-1/211 iron axle found at the Southwest corner of said 3.41 acre tract; Thence with the west line of said 3.41 acre tract, North 00 degrees 01minutes43 seconds West a distance of 20.00 feet to a Point; Thence leaving the west line of said 3.41 acre tract, North88 degrees 52 minutes 25 seconds East a distance of 459.38 feet to a Point; Thence South 86 degrees 06 minutes 12 seconds East a distance of 199.73 feet to a Point; Thence North 89 degrees 31minutes30 seconds East a distance of 287.68 feet to a Point in the centerline of Virginia Valley Road (T-564); Thence with the centerline of Virginia Valley Road (T-564), South 30 degrees 42 minutes 47 seconds East a distance of 11.57 feet to a Point; Thence leaving the centerline of Virginia Valley Road (T-564) and with the south line of said 3.41 acre tract, South 89 degrees 31 minutes 30 seconds West a distance of 952.16 feet to the point of beginning and containing 0.386 acres, more or less, subject to any public or private easements of record. The above 0.386 acre easement 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 said 3.41 acre tract as North 00 degrees 01 minutes 43 seconds West. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set or previously set by this survey are 5/811 by 30 11 and are capped by a 1- 1/ 411 plastic identification cap stamped "SVE-8127 11 . The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on December 9, 2019. ~·'&r /vv> S. Vince Evans, P. S. 8127

(,/) (3 ' C) l J.'.:)i:: Survey by: S. Vince Evans Surveying S. Vince Evans, P. S. 8127 64103 Woodgeard Road Creola, Ohio 45622 Phone (7 40) 380-3884 FAX (7 40) 596-5831

<~)···{!·.~.·~:> ;',,, :· VINCE "· 0 ·. • • .' EVANS : " '"' :. "" PS-8127 "".: ll:'! ··.P "<" .._ .'f?.' -..C:k-.C I , '<,•'1: ', . ('Ss '...... s 1 ' ,•0«- ..\"'.·,·· /ONAL \

DEED DESCRIPTION 68.634 ACRES TOP WORLD LEGACY, LLCPROPERTY {entire} AUDITOR'S PARCEL# 050001420000 {entire= 64.587 Acres= Parcel Two} AUDITOR'S PARCEL# 050000900000 {entire= 4.047 Acres= Parcel One}

BEING APART OF THE SOUTHEAST QUARTER OF SECTION# 22 AND APART OF THE SOUTHWEST QUARTER OF SECTION# 23, BOTH IN TOWNSHIP 13 NORTH, RANGE 18 WEST, GOOD HOPE TOWNSHIP, HOCKING COUNTY, OHIO {ALSO BEING THE PROPERTY OF TOP WORLD LEGACY, LLC, OF OFFICIAL RECORD BOOK 566, PAGE 40 OF THE HOCKING COUNTY RECORDER} AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT AN EXISTING CORNER STONE (4 INCH BY 4 INCH, WITH INDENTED CROSS NOTCH] IN THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION #23 { SAID "CORNER STONE" IS A RECORD MONUMENT AND MARKS THE SOUTHWEST CORNER OF THE WYNSTONE POINTE SUBDIVISION AS DELINEATED IN PLAT CABINET 2, PAGES 31 and 32 OF SAID "HOCKING COUNTY RECORDER"};

THENCE S 85° 50' 51" E 1422.57 FEET, IN THE MID LINE {east and west} OF SECTION #23 AND IN THE SOUTH BOUNDARIES, RESPECTIVELY, OF LOT 1, LOT 6 and LOT 8 OF SAID "WYNSTONE POINTE SUBDIVISION", TO AN IRON PIN SET IN THE NORTHWEST CORNER OF THE PROPERTY OF COLUMBIA GAS TRANSMISSION CORPORATION OF OFFICIAL RECORD BOOK 253, PAGE 245 [ SAID "IRON PIN SET" BEARS N 85° 50' 51" W 1296.22 FEET FROM AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1V4 INCH PLASTIC CAP MARKED "CASSELL #6378"} IN THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION #23 ];

THENCE, LEA YING THE "MID LINE OF SECTION #23" AND SAID "WYNSTONE POINTE SUBDIVISION', S 4° 00' 30" W 1380.61 FEET, ALONG THE WEST BOUNDARY OF SAID "COLUMBIA GAS TRANSMISSION CORPORATION' PROPERTY, TO AN EXISTING IRON PIN (1 INCH INSIDE DIAMETER STEEL PIPE] IN THE NORTHEAST CORNER OF THE PROPERTY OF ADAM DAVID SUDLOW OF OFFICIAL RECORD BOOK 470, PAGE 430 AND OFFICIAL RECORD BOOK 198, PAGE 831;

THENCE, LEAVING "COLUMBIA GAS TRANSMISSION CORPORATION' PROPERTY, THE FOLLOWING THIRTEEN { 13 } COURSES ARE ALONG THE BOUNDARY OF SAID "ADAM DAVID SUDLOW" PROPERTY:

COURSE # 1 = N 58° 59' 27" W 299.59 FEET TO AN EXISTING IRON PIN {1 INCH INSIDE DIAMETER STEEL PIPE};

COURSE # 2 = S 85° 24' 09" W 253.46 FEET TO AN EXISTING IRON PIN {1 INCH INSIDE DIAMETER STEEL PIPE};

COURSE # 3 = S 67° 14' 44" W 279.67 FEET TO AN IRON PIN SET;

~OURSE # 4 = S 44° 12' 10" W 127.20 FEET TO AN EXISTING IRON PIN {1 INCH INSIDE DIAMETER STEEL PIPE};

COURSE# 5=S37°14' 10" W 206.20 FEET TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1V4 INCH PLASTIC CAP MARKED "SVE 8127"};

COURSE # 6 = S 24° 05' 10" W 56.00 FEET TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1Y4 INCH PLASTIC CAP MARKED "SVE 8127"};

COURSE # 7 = S 5° 35' 10" W 168.54 FEET TO AN EXISTING IRON PIN {1 INCH INSIDE DIAMETER STEEL PIPE}; COURSE# 8 = S 84° 22' 04" E 50.00 FEET TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1Y4 INCH PLASTIC CAP MARKED "SVE 8127"};

COURSE# 9 = N 5° 35' 10" E 168.00 FEET TO AN EXISTING IRON PIN {3/4 INCH BOLT};

COURSE # 10 = N 24° 05' 10" E 56.00 FEET TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1Y4 INCH PLASTIC CAP MARKED "SVE 8127"};

COURSE # 11 = N 39° 28' 37" E 171.22 FEET TO AN IRON PIN SET;

COURSE# 12 = S 49° 38' 43" E 218.98 FEET TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD, NO IDENTIFICATION};

COURSE # 13 = S 70° 45' 07" E 289.69 FEET TO AN IRON PIN SET IN THE NORTHWEST CORNER OF LOT 5 OF THE BEOUGHER SUBDIVISION BLOCK-A, OF PLAT CABINET 1, PAGE 134 -A OF THE HOCKING COUNTY RECORDER. SAID "IRON PIN SET" BEARS N 78° 13' 05" E 2.63 FEET FROM AN EXISTING, REFERENCE, IRON PIN {l INCH INSIDE DIAMETER STEEL PIPE};

THENCE, LEAVING SAID "ADAM DAVID SUDLOW'' PROPERTY, S 4° 08' 39" W 651.00 FEET, ALONG THE WEST BOUNDARY OF SAID "BEOUGHER SUBDIVISION' TO AN IRON PIN SET IN THE SOUTHWEST CORNER OF LOT 1 AND BEING THE NORTHEAST CORNER OF THE PROPERTY OF STEVEN L. and KELLEY J. DOYLE OF OFFICIAL RECORD BOOK 227, PAGE 284, PASSING AN EXISTING IRON PIN {1/2 INCH INSIDE DIAMETER STEEL PIPE} IN THE SOUTHWEST CORNER OF LOT 2 AT 526.00 FEET;

THENCE, LEAVING SAID "BEOUGHER SUBDIVISION", N 85° 51' 21" W 150.00 FEET TO AN IRON PIN SET {THE NORTHWEST CORNER OF SAID"DOYLE' PROPERTY};

THENCE S 4° 08' 39" W 274.56 FEET TO A POINT ALONG THE SOUTH LINE OF SECTION #23 AND IN THE, APPROXIMATE, CENTERLINE OF THE EXISTING PAVEMENT OF STATE ROUTE #374 [THE SOUTHWEST CORNER OF SAID "DOYLE' PROPERTY], PASSING AN IRON PIN SET AT 245.00 FEET;

THENCE, LEAVING SAID "DOYLE' PROPERTY, N 85° 46' 27" W 443.26 FEET, ALONG THE SOUTH LINE OF SECTION #23 AND ALONG THE, APPROXIMATE, CENTERLINE OF THE EXISTING PAVEMENT OF "STATE ROUTE #374", TO A POINT IN THE SOUTHEAST CORNER OF THE PROPERTY OF JOHN JR. and SARAH GWINN OF OFFICIAL RECORD BOOK 534, PAGE 590 { SAID "POINT" BEARS S 85° 46' 27" E 496.98 FEET FROM A POINT MARKING THE SOUTHWEST CORNER OF SECTION #23 };

THENCE, LEAVING THE "SOUTH LINE OF SECTION #23" AND "STATE ROUTE #374", N 0° 46' 54" E 586.27 FEET, ALONG SAID "GWINN', EAST, BOUNDARY, TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1Y4 INCH PLASTIC CAP MARKED "MPB 6803"}, PASSING AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1Y4 INCH PLASTIC CAP MARKED "MPB 6803"} AT 29.12 FEET;

THENCE N 3° 54' 25" E 80.10 FEET TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1Y4 INCH PLASTIC CAP MARKED "MPB 6803"} IN THE NORTHEAST CORNER OF SAID "GWINN' PROPERTY;

THENCE S 84°14' 05" W 469.18 FEET TO AN EXISTING IRON PIN {5/8 INCH STEEL ROD WITH 1Y4 INCH PLASTIC CAP MARKED "MPB 6803" AND THE NORTHWEST CORNER OF SAID "GWINN' PROPERTY} IN THE EAST BOUNDARY OF THE PROPERTY OF ROGER and JENNIFER POLING OF OFFICIAL RECORD BOOK 650, PAGE 516, PASSING THROUGH THE WEST LINE OF SECTION #23 AND ENTERING INTO SECTION #22 AT 464.66 FEET; THENCE, LEAVING SAID "GWINN' PROPERTY, N 4° 09' 05" E 513.12 FEET, ALONG THE SCATTERED REMAINS OF AN OLD, WOVEN WIRE, FENCE, TO AN INACCESSIBLE POINT IN A ROCK LEDGE {THE NORTHEAST CORNER OF THE AFORESAID "POLING" PROPERTY AND THE SOUTHEAST CORNER OF THE PROPERTY OF TIM JONES OF DEED BOOK 162, PAGE 661} {FROM SAID INACCESSIBLE "POINT", A RAILROAD SPIKE SET IN A TREE ROOT (NORTH SIDE OF A 30 INCH DIAMETER MAPLE TREE) BEARS N 6°16' 56" E 23.62 FEET}, PASSING EXISTING IRON PINS {ALL ARE 5/8 INCH DIAMETER STEEL ROD WITH NO IDENTIFICATION} AT 210.67 FEET, 391.33 FEET AND 500.10 FEET;

THENCE, LEAVING SAID "POLING" PROPERTY, THE FOLLOWING FOUR {4} COURSES ARE ALONG THE EASTERLY BOUNDARY OF SAID "TIM JONES'' PROPERTY AND ALONG THE EASTERLY BOUNDARY OF ROCKVIEW ACRES SUBDIVISION# 2 OF PLAT CABINET 1, PAGE 149-A OF THE HOCKING COUNTY RECORDER:

COURSE# 1=N42°31' 56" W 76.33 FEET TO AN IRON PIN SET IN THE SOUTHEAST CORNER OF LOT 12 { ALSO BEING THE NORTHEAST CORNER OF LOT 11 } IN SAID "ROCKVIEW ACRES SUBDIVISION';

COURSE# 2 = N 51° 28' 26" W 277.46 FEET TO AN IRON PIN SET;

COURSE # 3 = N 31° 58' 02" W 260.82 FEET TO THE CENTER OF A, BLAZED, PINE TREE {A RECORD MONUMENT} {FROM SAID "BLAZED PINE TREE", AN IRON PIN SET BEARS S 58° 40' 48" W 5.91 FEET};

COURSE# 4 = N 31° 48' 41" W 135.50 FEET TO THE CENTER OF AN EXISTING, BLAZED, TWIN PINE TREE IN THE EAST BOUNDARY OF LOT 13 IN SAID "ROCKVIEW ACRES SUBDIVISION' {A RECORD MONUMENT} [FROM SAID "BLAZED, TWIN PINE TREE" AN EXISTING IRON PIN {1 INCH INSIDE DIAMETER STEEL PIPE} BEARS N 79° 03' 10" W 2.26 FEET];

THENCE, LEAVING "LOT 12" AND SAID "TIM JONES'' PROPERTY, N 32° 26' 46" E 31.67 FEET, ALONG THE EAST LINE OF "LOT 13" AND ALONG THE EAST BOUNDARY OF THE PROPERTY OF JAMES and LINDA WILLARD, OF DEED BOOK 216, PAGE 652, TO AN INACCESSIBLE POINT IN A ROCK LEDGE AND IN THE SOUTHWEST CORNER OF THE PROPERTY OF EDWARD P. SORROW and CAROLL. SORROW WEBB OF OFFICIAL RECORD BOOK 523, PAGE 727 [FROM SAID "POINT" AN EXISTING IRON PIN {l INCH INSIDE DIAMETER STEEL PIPE} BEARS N 49° 34' 55" E 3.57 FEET];

THENCE, LEAVING THE AFORESAID "ROCKVIEWACRES SUBDIVISION', THE FOLLOWING THREE { 3 } COURSES ARE ALONG THE SOUTH BOUNDARY OF THE AFORESAID "SORROW" and "WEBB" PROPERTY:

COURSE# 1 = N 85° 49' 26" E 125.94 FEET TO AN EXISTING, BLAZED, PINE TREE {A RECORD MONUMENT} [FROM SAID "BLAZED PINE TREE" AN EXISTING IRON PIN {1 INCH INSIDE DIAMETER STEEL PIPE} BEARS N 15° 01' 28" E 1.99 FEET];

COURSE# 2 = S 77° 22' 47" E 274.77 FEET TO A MAG NAIL SET {ie. SET IN BED ROCK} [FROM SAID "MAG NAIL SET", A RAILROAD SPIKE SET {IN THE EAST SIDE OF A 30 INCH DIAMETER OAK TREE} BEARS S 84° 03' 27" E 16.95 FEET];

COURSE# 3 = S 72° 25' 48" E 154.93 FEET TO A MAG NAIL SET {ie. SET IN BED ROCK} [FROM SAID "MAG NAIL SET" A RAILROAD SPIKE SET {IN AN 8 INCH PINE TREE ROOT} BEARS N 80° 54' 35" W 3.31 FEET], PASSING A MAG NAIL SET {ie. IN BED ROCK} IN THE EAST LINE OF SECTION #22 AND ENTERING INTO SECTION #23 AT 122.00 FEET; THENCE N 2° 52' 41" E 1075.96 FEET, ALONG THE SCATTERED REMAINS OF AN OLD, WOVEN WIRE, FENCE AND ALONG THE EAST BOUNDARY OF THE AFORESAID "EDWARD P. SORROW and CAROLL. SORROW WEBB" PROPERTY, TO AN "EXISTING CORNER STONE" [4 INCH BY 4 INCH, WITH INDENTED CROSS NOTCH] AND THE "PLACE OF BEGINNING" OF THIS, SUBJECT, "68.634 ACRES TRACT", PASSING EXISTING {bent} IRON PINS {l INCH INSIDE DIAMETER STEEL PIPE} AT 304.90 FEET, 676.46 FEET AND 882.02 FEET.

THE TRACT AS DESCRIBED CONTAINS 68.634 ACRES, MORE OR LESS, SUBJECT TO ALL LEGAL HIGHWAYS, ALL EASEMENTS AND ALL RESTRICTIONS OF RECORD. IN THE ABOVE DESCRIBED "68.634 ACRES TRACT", THERE ARE 4.047 {measured} ACRES IN "SECTION #22" [Record Acres= 4.6379 ACRES] AND 64.587 {measured} ACRES IN "SECTION #23" [Record Acres= 65.023 ACRES ].

THE ABOVE DESCRIBED TRACT IS A DER'.VATIVE OF A FIELD SURVEY PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF WAYNE A. KNISLEY, OHIO PROFESSIONAL SURVEYOR# 7231, AS OF OCTOBER 5, 2016.

THE BEARINGS IN THE ABOVE DESCRIPTION ARE BASED ON G.P.S. OBSERVATIONS AND THE SOUTH LINE OF SECTION #23 AS BEING N 85° 46' 27" W ie. ALL BEARINGS SHOWN HERON TO AN ASSUMED MERIDIAN AND ARE USED TO DENOTE ANGLES ONLY.

ALL IRON PINS SET ARE 5/8 INCH BY 30 INCH STEEL ROD WITH 1'l4 INCH PLASTIC IDENTIFICATION CAPS MARKED "KNISLEY 7231".

THE RIGHT OF WAY WIDTH OF "STATE ROUTE #374" IS ASSUMED TO BE 60 FEET.

A&E 3284 TOWNSHIP ROAD# 121 N/W SOMERSET, OHIO 43783 00 2 \\\\\111111111,, PHONE: (740) 743-2201, CELL: (740) 605- 0 ~"'-;tt 0~,.91-t;J~ aff:YuP d5, -£keiU ~~~~:.t . \ WAYNE A. KNISLEY ff"/) \j\J~(Nf:. ~ «~ :: "'\~,u~."1' rl:::: OHIOP.S.#7231 -::1' ~~;'f't.Y\ §?:~ DATE: OCTOBER 5, 2016 %,'~) , <8' ff,'§ REVISED ON: NOVEMBER 29, 2019 ~q'-',,_.

124t°Q ·"" f,' 12~f00!!!!---- 1~ ~ J.2~ - Tie Une------'!.__ MONUMENT LEGEND o Point 7v/ ----Ex. 1/2" Iron Pin ------=~~------~~~1~-~~~~,-~~-.-~~~-L/i-~~R/W~ ______• Set 5/8"x30" Iron Pin With Plastic ~ c'7-';:::,~' ROAD (T-564) ' " 12~ Yellow Identification Cap (/1862) VIRGINIA VALLEY Ex. 5/8" _:__,_--~'-R-::::1w ~;r---...___..___.--t::--- O Ex. 1/2" Iron Pln lron Pin Concrete Monument --s ao·sa'29" w 8" Diameter

Pt. Auditors Parcel TOTAL 124.91' 05-000144.0000 Edwards, Stanley 1.4775 Acres E. Sr. &: Judy K. O.R. 419, Pg. 48 Pt. Auditors Parcel NOTES: 05-000155.0000 9"01'31" W DOCUMENTS USTED IN ffl/S BOUNDARY J-Shaw Inc. '11::\__N SURVEY ARE USTEO HEREON. O.R. 620, Pg. 610 GRAPHIC SCALE ~ ..k:J 60, 00 I

100 0 50 100 200 4-00 ~(~ ~ ~~ I Pt. Auditors Parcel I ~ 05-000155. 0000 ~- I I V) 3-Shaw Inc. ( IN FEET } O.R. 620, Pg. 610 1 inch = 100 ft. 180.4!' PLAT OF SURVEY N 12-S2'50" W Note: All Set 5/8" Iron Pin & Cap Shall Have A Yellow Cap SEcnoN-23, TOWN-13, RANGE-18 Stamped With "ABERCROMBIE & ASSOC INC SLC-7862" OHIO RIVER SURVEY, GOOD HOPE TOWNSHIP I Hereby Certify That This Is A True And Accurate Survey Done Pt. Auditors Parcel HOCKING COUNTY, OHIO By Me And Under My Direction And That All Monuments Have 05-000155.0000 J-Shaw Inc. REV. 5-12-20 Been Found Or Set As Shown. O.R. 620, Pg. 610 Abercrombie & Associates, Inc. ~#--. /~ A ·--cr;tCffl~tr__ e - Civil Engineering + Surveying 8111 Cheviot Road, Suite 200 ·Cincinnati, Ohio 45247 Aephen------L. Cahill, PLS -- 513-385-5'757 • www.abercrombie-assoclates.com Ohio Registered Surveyor /1862 Abercrombie & Associates, Inc. Civil Engineering + Surveying

MAY 8, 2020 REVISED MAY 12, 2020 REVISED MAY 13, 2020

LEGAL DESCRIPTION 1.4775 ACRES

SITUATE IN SECTION 23, TOWNSHIP 13, RANGE 18, OHIO RIVER SURVEY, GOOD HOPE TOWNSHIP, HOCKING COUNTY, OHIO AND BEING 1.4775 ACRE TRACT PART OF LAND AS DESCRIBED IN A DEED TO 3-SHAW INC., OF RECORD IN OFFICIAL RECORD 620, PAGE 610 OF THE HOCKING COUNTY, OHIO RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING FOR REFERENCE AT AN EXISTING Yi" IRON PIN IN AN 8" DIAMETER CONCRETE HIGHWAY MONUMENT IN THE CENTERLINE OF UNITED STATES ROUTE 33 AT CENTERLINE STATION 120+00, ORIGINALLY RECORDED IN PLAT BOOK "C", PAGE 59 AND RE-RECORDED IN PLAT CABINET 1, SLIDE 65A OF THE HOCKING COUNTY, OHIO RECORDS (REFERENCED ON CENTERLINE PLAT HOC-33-0.09-0.24 OF THE OHIO DEPARTMENT OF TRANSPORTATION RECORDS);THENCE ALONG THE CENTERLINE OF UNITED STATE ROUTE 33, ALONG A CURVE DEFLECTING TO RIGHT, HAVING A RADIUS OF 4,297.18 FEET, A DISTANCE OF 696.69 FEET; THE CHORD OF SAID CURVE BEARS SOUTH 26°53'53" EAST, 695.93 FEET;

THENCE LEAVING THE CENTERLINE OF UNITED STATES ROUTE 33, ALONG A TIE LINE, SOUTH 67°44'47" WEST, 140.00 FEET TO A SET %" x 30" IRON PIN WITH PLASTIC YELLOW IDENTIFICATION CAP (#7862) IN THE WESTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (T- 564) AND THE REAL PLACE OF BEGINNING OF THE HEREIN DESCRIBED TRACT;

THENCE ALONG THE WESTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (T-564), ALONG A CURVE DEFLECTING TO THE RIGHT, HAVING A RADIUS OF 4157.18 FEET, A DISTANCE OF 244.99 FEET, THE CHORD OF SAID CURVE BEARS SOUTH 20°33'55" EAST, 244.95 FEET TO A SET%" X 30" IRON PIN WITH PLASTIC YELLOW IDENTIFICATION CAP (#7862);

8111 Cheviot Road · Suite 200 · Cincinnati, Ohio 45247 Phone: (513) 385-5757 • Fax: (513) 245-5161 www.abercrombie-associates.com THENCE LEAVING THE WESTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (T-564), ALONG A NEW DIVISION LINE THE FOLLOWING FIVE COURSES AND DISTANCES:

1. SOUTH 80°58'29" WEST, 124.91 FEET TO A SET%" X 30" IRON PIN WITH PLASTIC YELLOW IDENTIFICATION CAP (#7862); 2. THENCE NORTH 09°01'31" WEST, 60.00 FEET TO A SET %" X 30" IRON PIN WITH PLASTIC YELLOW IDENTIFICATION CAP (#7862); 3. THENCE SOUTH 80°58'29" WEST, 215.96 FEET TO A SET %" X 30" IRON PIN WITH PLASTIC YELLOW IDENTIFICATION CAP (#7862); 4. THENCE NORTH 12°52'50" WEST, 180.41 FEET TO A SET %" X 30" IRON PIN WITH PLASTIC YELLOW IDENTIFICATION CAP (#7862) 5. AND NORTH 80°58'29" EAST, 304.00 FEET TO THE PLACE OF BEGINNING.

THUS CONTAINING 1.4775 ACRES OF LAND AND BEING SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.

BEARINGS USED IN THIS LEGAL DESCRIPTION ARE RELATIVE TO NAD-83, OHIO STATE PLANE COORDINATE SYSTEM - SOUTH ZONE BASED ON VRS GP OBSERVATIONS.

THIS DESCRIPTION WAS PREPARED UNDER THE DIRECT SUPERVISION BY STEPHEN L. CAHILL, PLS OF ABERCROMBIE & ASSOCIATES, INC, OHIO REGISTERED SURVEYOR #7862 . BASED ON A FIELD SURVEY DURING JANUARY, 2020.

ABERCROMBIE & ASSOCIATES, INC. CIVIL ENGINEERS AND SURVEYORS

s~~6Dr;;-r£-Z:,2LV'$-18 -202,~ Sl' PHEN L. CAHILL OHIO REGISTERED SURVEYOR #7862

Fl LE :20-0004. LD 1-1.4 775AC PLAT OF A 0.495 ACRE TRACT

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot Section 22 and parts of 4 of Fractional Lot 8 of Section 23, Township 13, Range 18.

Northwest corner of Section 23 "'''"'''"'o"·,·····,, ,11.' ~ '•, ,. '\ " •• • • • • • 0 '•, :'"'·'...... s ··...... ~ ', · .. ::'"-/ .., . . VINC.E \o~. ; • : EVANS : • ~ ~..,,:.,.. PS-8127.., :~; ~~·. ..- ..,:o: ~.4*.·· 6' I \ '\. .• ~.: ••• ~:.·.. $ l •• •• ~ ... ·.. ,,,,,lONAL"S ••••••• ~~..... ·" .. ,.. ,,,,,,,,~, ''

Rockbridge Stables Ltd. OR110-461

Linda Franklin OR139-518 0.495 w Acres Total ~o . ~ (l). '

Rockbridge ( Stables Ltd. OR110-461 . ·· 'A,f '1'1C\'IY A£.1!1iQYBfJ_MtH/U~,.r.. !.~~~~4-!.-'~ ~--- - Hocking County Eng111cer ~ ()thee l,'y· t!t0 '· 1'? Date: M o8.D. i.L.Y .. ?Qitc2

REFERENCES: Tax maps Deed descriptions Previous surveys Existing monumentatlon LEGEND Existing public road

• Point REFERENCE BEARING: 5/8" iron pin with 1-1/4" O plastic ID cap stamped The west line of Section 23 as 0·- 50 100 LPG-6344 found South 06 degrees 52 minutes 05 seconds SCALE: West. Bearings are 5/B"x 30" iron pin with based upon an assumed • 1-1/4" plastic ID cap meridian and are to denote 1" = 100' stamped SVE-8127 set angles only.

CERTIFICATION:

I hereby certify that an actual survey was made under my superv1s1on of the premises shown hereon on the 13th day of August. 2020 and that the plat is a correct representation of the premises as described by said survey.

Registered Surveyor No. 8127 Survey by: S. Vince Evans Surveying - S. Vince Evans P.S. 8127 64103 Woodgeard Road, Creola, Ohio 45622 Phone (740) 380-3884 FAX (740) 596-5831 SURVEY DESCRIPTION OF A 0.495 ACRE TRACT Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 4 of Section 22 and part of Fractional Lot 8 of Section 23, Township 13, Range 18, and being more particularly described as follows: Being part of the remaining portion of a 52.000 acre tract as described in deed book Volume OR110, Page 461 to Rockbridge Stables, LTD. Commencing at a Point at the Northwest corner of Section 23; Thence with the west line of Section 23, South 06 degrees 52 minutes distance 05 seconds West a of 1536.50 feet to a Point and being the point of Beginning be described; of the tract of land to Thence leaving the west line of Section 23, North 22 degrees 26 minutes a distance 46 seconds East of 33.46 feet to a 5/811 iron pin with 1-1/ 4" plastic found; ID cap stamped LPG-6344 Thence South 14 degrees 04 minutes 35 seconds West a distance of 165.69 feet to a 5 /8" iron pin with 1-1/ 411 plastic ID cap stamped LPG-6344 found, passing a Point on the west line of Section 23 at a distance of 71.61 feet; Thence South 00 degrees 09 minutes 03 seconds West a distance of 140. 93 feet to a 5 /8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found, passing a Point on the west line of Section 23 at a distance of 100.93 feet; Thence North 84 degrees 22 minutes 06 seconds East a distance of 154.45 feet to a 5/8" iron pin with 1-1/ 4" plastic ID cap stamped LPG-6344 found; Thence North 78 degrees 04 minutes 47 seconds East a distance of 141.75 feet to a 5/8" iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found; Thence North 80 degrees 51 minutes 17 seconds East a distance of 119 .06 feetto a 5 /8" iron pin with 1-1/ 4" plastic ID cap stamped LPG-6344 found; Thence South 03 degrees 08 minutes 26 seconds West a distance of 16.87 pin set; feet to a 5/8" iron Thence South 80 degrees 42 minutes 32 seconds West a distance of 98.29 pin set; feet to a 5/8" iron Thence South 78 degrees 05 minutes 48 seconds West a distance of 139. 90 pin set; feet to a 5/8" iron Thence South 81degrees00 minutes 30 seconds West a distance of 42.43 feet pin set; to a 5/8" iron Thence South 85 degrees 38 minutes 34 seconds West a distance of 215.16 feet to a 5/8" iron pin set, passing a Point on the west line of Section 23 at a distance of 140.19 feet; Thence North 00 degrees 24 minutes 46 seconds East a distance of 150.40 feet pin set; to a 5/8" iron Thence North 81degrees04 minutes 39 seconds East a distance of 53.78 feet pin set; to a 5/8" iron Thence North 22 degrees 26 minutes 46 seconds East a distance of 144.09 feet to the of beginning and containing point 0.495 acres (0.169 acres in Section 23 and 0.326 acres 22), more or in Section less, subject to any public or private easements of record. The above 0.495 acre 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 Section 23 as South 06 degrees 52 minutes 05 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" X 30" and are capped by a 1-1/4" plastic identification cap stamped "SVE - 8127". The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 81~ on August 13, 2020. . . , . , , . ?' · (; .c: ~ Ai!l!Lill'!.l~.V-tv.Uti..UJ,lYlA1LCJ0§:1,i S. Vince Evans, P. S. 8127 Hocking County Engineer's ~)tf~'Io . By·UJr.l Survey by: S. Vince Evans Surveymg · · ··r0 Date·· · M.~ .. ,. D.21··· ·Y ~····-·· S. Vince Evans, P. S. 8127 C 64103 Woodgeard Road Creola, Ohio 45622 Phone (740) 380-3884 PLAT OF A 3.510 ACRE TRACT

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 of S<;iction 23, Township 13, Range 18.

l+ J 0 50 100 SCALE: 1 .. = 100'

LEGEND

Point

0

5/8"x 30" iron pin with 1-1/4" plastic ID cap stamped SVE-8127 set

D Stone found

3.510 Acres

(2.835 acres)

(0.675 acres)

255.55' NB5e28'09"W-333.15'T0TAL 77.60' \ REFERENCES: Lindo Fronklln Tax maps OR139-518 \ Deed descriptions Previous surveys Existing monumentation Existing public road

REFERENCE BEARING: The east line of Fractional Lot 4 of Section 22 as North 06 degrees 52 minutes 05 seconds East. 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 8th day of February, 2021 and that the plat is a correct representation of the premises as described by said survey.

Registered Surveyor No. 8127

Survey by: S. Vince Evans Surveying - S. Vince Evans P.S. 8127 64103 Woodgeard Road, Creola, Ohio 45622 Phone (740) 380-3884 FAX (740) 596-5831 SURVEY DESCRIPTION OF A 3.510 ACRE TRACT Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 of Section 23, Township 13, Range 18, and being more particularly described as follows: Being part of the remaining portion of a 52.000 acre tract as described in Volume OR110, Page 461 and Volume OR113, Page 266 to Rockbridge Stables, LTD. Commencing at a Stone found at the Southwest corner of the Northwest quarter of Section 23; Thence with the west line of Section 23, North 05 degrees 43 minutes 18 seconds East a distance of 597.75 feet to a Stone found at the Southeast corner of Fractional Lot 4 of Section 22; Thence with the east line of Fractional Lot 4, North 06 degrees 52 minutes 05 seconds East a distance of 1126.07 feet to a 5/811 iron pin with 1-1/4 11 plastic ID cap stamped LPG-6344 found on the south right of way of County Road 27 (Bailey Road)(varied right of way widths. See U.S. Route 33 Section 0.09-0.24 Highway Plans); Thence with the south right of way line of County Road 27 (Bailey Road), South 66 degrees 37 minutes 19 seconds East a distance of 187.89 feet to a 5/811 iron pin with 1-1/ 4 11 plastic ID cap stamped LPG-6344 found, passing 5/811 iron pins with 1-1/ 4 11 plastic ID caps at distances of 54.38 feet and 154.39 feet; Thence with the south right of way line of County Road 27 (Bailey Road), South 62 degrees 13 minutes 24 seconds East a distance of 26.62 feet to a 5/8" iron pin with 1-1/411 plastic ID cap stamped LPG-6344 found, and being the point of Beginning of the tract of land to be described; Thence with the south right of way line of County Road 27 (Bailey Road), South 62 degrees 13 minutes 24 seconds East a distance of 67.03 feet to a 5/8" iron pin with 1-1/411 plastic ID cap stamped LPG-6344 found at the northwest corner of Lot 5 of Bailey Subdivision Lots 1-5 as recorded in Plat Cabinet 2, Page 27; Thence with the southwesterly line of said Lot 5, South 26 degrees 47 minutes 18 seconds East a distance of 39.76 feet to a 5/811 iron pin set; Thence with the southwesterly line of said Lot 5, South 43 degrees 21 minutes 57 seconds East a distance of 253.59 feet to a 5/811 iron pin set;, Thence with the southerly line of said Lot 5, South 42 degrees 23 minutes 46 seconds East a distance of 48.25 feet to a 5/811 iron pin set; Thence leaving the southwesterly line of said Lot 5, South 31degrees27 minutes 25 seconds West a distance of 303.99 feet to a 5/811 iron pin with 1-1/ 4 11 plastic ID cap stamped LPG-6344 found; Thence North 85 degrees 28 minutes 09 seconds West a distance of 333.15 feet to a 5/811 iron pin with 1-1/ 4 11 plastic ID cap stamped LPG-6344 found, passing a Point on a tract line at a distance of 77.60 feet; Thence North 14 degrees 04 minutes 35 seconds East a distance of 49.55 feet to a 5/811 iron pin with 1-1/411 plastic ID cap stamped LPG-6344 found; Thence North 22 degrees 26 minutes 31 seconds East a distance of 510.30 feet, passing a Point on a tract line at a distance of 185.04 feet, to the point of beginning and containing 3.510 acres (0.675 acres out of 6.Q37 acre tract and 2.835 acres out of 8.514 acre tract), more or less, subject to any public or private easements of record. The above 3.510 acre 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 east line of Fractional Lot 4 of Section 22 as North 06 degrees 52 minutes 05 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" X 30 11 and are capped by a 1-1/4'' plastic identification cap stamped "SVE - 8127 11 • The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on Fepruary 8, 2021: ;;;; / """' ./ /0 ~ r ~-""' .i;'1.?V" S. Vince Evans, P. S. 8127 Survey by: S. Vince Evans Surveying S. Vince Evans, P. S. 8127 64103 Woodgeard Road Creola, Ohio 45622 Phone (740) 380-3884 FAX (740) 596-5831 PLAT OF A 4.000 ACRE TRACT

Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 of Section 23, Township 13, Range 18.

0 50 100 SCALE: Bailey Road 1" = 100'

\ -<> \ \ ~ \\ ~ \ \ <. \ Rockbridge Stables Ltd:\~ '\ OR110-461,0R113-266 \ \ .~ ' ~~ e<:o"-' 4.000 Acres ~~~&(f'\ \, \\ \ \\ 1 O'utility easement \ -~ (2.835 acres) \ \\ (\.h· ~ .CV~·\ (0.675 acres) ~~ '?\ \

255.55' LEGEND N85"28'0g" 77.60' Point W-333.1 S'TOTAL REFERENCES: Linda Franklin 5/8" iron pin with 1-1/4" OR139-518 O plastic ID cap stamped Tax maps LPG-6344 found Deed descriptions Previous surveys 5/8"x 30" iron pin with Existing monumentation 8 1-1/4" plastic ID cap Existing public road stamped SVE-8127 set

REFERENCE BEARING: D Stone found

The east line of Fractional Lot 4 of Section 22 as North 06 degrees 52 minutes 05 seconds East. Bearings ore 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 8th day of February, 2021 and that the plat is a correct representation of the premises as described by said survey. /,,, /. . , 7 Vz_./·d~ Registered Surveyor No. 8127

Survey by: S. Vince Evans Surveying - S. Vince Evans P.S. 8127 64103 Woodgeard Road, Creola, Ohio 45622 Phone (740) 380-3884 FAX (740) 596-5831 SURVEY DESCRIPTION OF A 4.000 ACRE TRACT Situated in Good Hope Township, Hocking County, Ohio; being part of Fractional Lot 8 of Section 23, Township 13, Range 18, and being more particularly described as follows: Being part of the remaining portion of a 52.000 acre tract as described in Volume OR110, Page 461 and Volume OR113, Page 266 to Rockbridge Stables, LTD. Commencing at a Stone found at the Southwest comer of the Northwest quarter of Section 23; Thence with the west line of Section 23, North 05 degrees 43 minutes 18 seconds East a distance of 597.75 feet to a Stone found at the Southeast comer of Fractional Lot 4 of Section 22; Thence with the east line of Fractional Lot 4, North 06 degrees 52 minutes 05 seconds East a distance of 1126.07 feet to a 5/811 iron pin with 1-1/4 11 plastic ID cap stamped LPG-6344 found on the south right of way of County Road 27 (Bailey Road)(varied right of way widths. See U.S. Route 33 Section 0.09-0.24 Highway Plans); Thence with the south right of way line of County Road 27 (Bailey Road), South 66 degrees 37 minutes 19 seconds East a distance of 187.89 feet to a 5/811 iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found, passing 5/8" iron pins with 1-1/ 411 plastic ID caps at distances of 54.38 feet and 154.39 feet; Thence with the south right of way line of County Road 27 (Bailey Road), South 62 degrees 13 minutes 24 seconds East a distance of 26.62 feet to a 5/8" iron pin with 1-1/411 plastic ID cap stamped LPG-6344 found, and being the point of Beginning of the tract of land to be described; Thence with the south right of way line of County Road 27 (Bailey Road), South 62 degrees 13 minutes 24 seconds East a distance of 67.03 feet to a 5/8" iron pin with 1-1/411 plastic ID cap stamped LPG-6344 found at the northwest comer of Lot 5 of Bailey Subdivision Lots 1-5 as recorded in Plat Cabinet 2, Page 27; Thence with the south right of way line of County Road 27 (Bailey Road) and the northeasterly line of said Lot 5, South 62 degrees 13 minutes 24 ~econds East a distance of 325.57 feet to a 5/8" iron pin set; Thence South 31degrees27 minutes 25 seconds West a distance of 121.63 feet to a 5/811 iron pin set on the southwesterly line of said Lot 5; Thence South 31 degrees 27 minutes 25 seconds West a distance of 303.99 feet to a 5/8" iron pin with 1-1/4 11 plastic ID cap stamped LPG-6344 found; Thence North 85 degrees 28 minutes 09 seconds West a distance of 333.15 feet to a 5/811 iron pin with 1-1/4" plastic ID cap stamped LPG-6344 found, passing a Point on a tract line at a distance of 77.60 feet; Thence North 14 degrees 04 minutes 35 seconds East a distance of 49.55 feet to a 5/811 iron pin with 1-1/4 11 plastic ID cap stamped LPG-6344 found; Thence North 22 degrees 26 minutes 31 seconds East a distance of 510.30 feet, passing a Point on a tract line at a distance of 185.04 feet, to the point of beginning and containing 4.000 acres (0.675 acres out of 6.037 acre tract, 2.835 acres out of 8.514 acre tract and 0.490 acres out of 11.658 acre tract, Lot 5), more or less, subject to any public or private easements of record. The above 4.000 acre 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 east line of Fractional Lot 4 of Section 22 as North 06 degrees 52 minutes 05 seconds West. Bearings are based upon an assumed meridian and are to denote angles only. All iron pins set by this survey are 5/811 X3011 and are capped by a 1-1/4 11 plastic identification cap stamped "SVE - 8127". The above described property was surveyed by S. Vince Evans, Ohio Registered Surveyor No. 8127, on!1~ruary 8, 2021. ~~~ S. Vince Evans, P. S. 8127 Survey by: S. Vince Evans Surveying S. Vince Evans, P. S. 8127 64103 Woodgeard Road Creola, Ohio 45622 Phone (740) 380-3884 FAX (740) 596-5831 Delta=9' 11'21 • Radius=4297.18' UNITED STATES ROUTE JJ ~::;::;:;: _ __....._~ Delta-2·29'43 11 ) s 26'53'53" E I ~ (RIGHT OF WAY VARIES ''""'1=35693' "--.,Radius=4222.18' IOhio Department Of Transportation PIAN HOC-33-0.09.0.24) l; s 22'02'47" r Length=IBJ.88'Chord-18 7.87' __ 356.93' ..J, s 31'32'34" E ~ s 20· "'7' II 356. 93' --.....__ "' 55127+00 E ------12Jt00 124f00 - --125t02- - __126f00 I JQtO_O ____,__J, JI +00 r -f ----111+00 1221~~-Center Une-._\ 1-- 121~ ~ S 6T57'13"75.00' w--...___...... _ LEGEND -Existing 1;2• Iron Pln (Tie Line) Curve co~\ r.,'C~ o· Oiaf'fl6ter - ~D 1 a Point ()\ e~ Cancrete Monument F -;1oc:::::-:;1f__;~::.:.;;;.::,~,12!!=:!.!J.~~-LCL~im1!!:!_ifed Access Right Of Wal/ Delta=0'50 '26" 1 Radius=4151.18' ~ -VALLEY ROl1 - " Set :~# ------~VIRG/N/A 1AO 564) -~:" -~ S~ - Deed VolumeEasement 114, Pg. 28S '/ Length=60.98' • 5/BxJO• Iron Pln Chord=60.98' With 1 J/8• Plastic --- (r.o••INSHIPI I I Yellow Identification ff R011 .------.'-----. ---.-- Curve 2 Cl:: a~gentLme 1 TangetLine2 - S 19'17'50" E Tanget=30.42' Cap (/1862) ~ ~·::-::·:::::::::::::::./ s 80'58'29" O Existing 1;2• Iron Pin - ~~ w Curve 2 1• Concrete Alanument -- Delta=2'32'10" / j ~... }///~ 124.91' Radius=4157.18' 8" Diameter . 1.5873 Acres (Gross} " ~}}{}/:< Length=184.Dt' 0.2745 Acres IRinht ) ·/·:...... Chord=183.99' ~ ~ Of 111 ·/·/·/·/::/}-·Ingress & Egress Edwards, Stanley £ Sr. t.! ~ "a~ ...... ,..J!!J Easement N 20'59'08" W & Judy K. ..RJ 1.3128 Acres {Net} \:.:.::.::,:. 0.1647 Acres Tanget=92. 02' I Official Record Volume 419, Pg. I 48 l~ ~ LN 9'01'31" w Existing Pro~rty Une ~_. J Official3-Shaw Record Inc. ~ 5o.oo' 1--~-::-:--:------I CQ Volume 620, Pg. 610 ..RJ TANCENT LIE TNl.E GRAPHIC SCALE ~ ~ r-l.IE-;;--t-1..ENfJTH--:--+--=IE)f{N)~~-_J Existing -- ~ ~~rty~Adjo1~ing 100 0 50 100 200 ~ 3-Shaw Inc. l1 J0.49' S 19'43'03• £ I I Official Record Existing Right Of Woy ~--· L V, Volume 620, Pg. 610 ..__L2_-1-_J0._.4~9'_JL___:S:....'.::'.18',~'52~'.J~7~·f:.__J line ( IN FEET ) Easement line- 1 inch = 100 feet 180.4!' PLAT OF SURVEY Note: All Set 5/8" Iron Pin & "Cap Shall Have A Yellow 1 J;I " N f2-S2'so" W Cap Stamped With "ABERCROMBIE & ASSOC INC SLC-7862" '8 SOUTHEAST QUARTER SECTION-23. TOWN-13. RANGE 1 OHIO RIVER SURVEY, cooo', HOPE TOWNSHIP - I Hereby Certify That Th :s /. A Ti By Me And Under HOCKING COUNTY, OHIO My Dteci'on ::: :01 ~c:ate Sufll,teyu Done 3-Shaw Inc. Been Found Or Set As ..;,c-'h own. onumen s nave Official Record Volume 620, Pg. 610 Abercrombie REV. 5-12-20 & Associates, Inc. r---J-_12_-_21--1 ~ ,~ 4--t1Z·Z/ Civil Engineering + Surveying a---J_-22_-2_1 __... ~ /Stephen L. Cahill. PLS NOTES..· "1~;'.~~~~~J,W'•· 5"1" 200 ·c1~''"""'· Ohio 45241 J-27-21

MARCH 23, 2021 REVISED MARCH 31, 2021

LEGAL DESCRIPTION 1.5873 ACRES

SITUATE IN THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 13, RANGE 18, OHIO RIVER SURVEY, GOOD HOPE TOWNSHIP, HOCKING COUNTY, OHIO AND BEING 1.5873 ACRE TRACT PART OF LAND AS DESCRIBED IN A DEED TO 3-SHAW INC., OF RECORD IN OFFICIAL RECORD VOLUME 620, PAGE 610 OF THE HOCKING COUNTY, OHIO RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING FOR REFERENCE AT AN EXISTING Yz" IRON PIN IN AN 8 11 DIAMETER CONCRETE HIGHWAY MONUMENT IN THE CENTERLINE OF UNITED STATES ROUTE 33 AT CENTERLINE STATION 120+00, ORIGINALLY RECORDED IN PLAT BOOK "C", PAGE 59 AND RE-RECORDED IN PLAT CABINET 1, SLIDE GSA OF THE HOCKING COUNTY, OHIO RECORDS (REFERENCED ON CENTERLINE PLAT HOC-33-0.09-0.24 OF THE OHIO DEPARTMENT OF TRANSPORTATION RECORDS);THENCE ALONG THE CENTERLINE OF UNITED STATE ROUTE 33, ALONG A CURVE DEFLECTING TO RIGHT, HAVING A RADIUS OF 4,297.18 FEET, A TANGENT OF 356.93 FEET, A DISTANCE OF 696.69 FEET; THE CHORD OF SAID CURVE BEARS SOUTH 26°53'53" EAST, 695.93 FEET;

THENCE LEAVING THE CENTERLINE OF UNITED STATES ROUTE 33, ALONG A TIE LINE, SOUTH 67°57'13" WEST, 75.00 FEET TO A SET %" x 30" IRON PIN WITH 1%" PLASTIC YELLOW IDENTIFICATION CAP (#7862) IN THE EASTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564) AND THE WESTERLY LIMITED ACCESS RIGHT OF WAY OF UNITED STATES ROUTE 33 AND THE REAL PLACE OF BEGINNING OF THE HEREIN DESCRIBED TRACT;

THENCE ALONG THE EASTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564) AND THE WESTERLY LIMITED ACCESS RIGHT OF WAY OF UNITED STATES ROUTE 33, ALONG A CURVE DEFLECTING TO THE RIGHT, HAVING A RADIUS OF 4222.18 FEET, A DISTANCE OF 183.88 FEET, A TANGENT OF 91.96 FEET, THE CHORD OF SAID CURVE BEARS SOUTH 20°47'55" 8111 Cheviot Road · Suite 200 • Cincinnati, Ohio 45247 Phone: (513) 385-5757 • Fax: (513) 245-5161 www.abercrombie-associates.com EAST, 183.87 FEET TO A SET%" X 30" IRON PIN WITH 1%" PLASTIC YELLOW IDENTIFICATION CAP (#7862);

THENCE LEAVING THE EASTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564) AND THE WESTERLY LIMITED ACCESS RIGHT OF WAY OF UNITED STATES ROUTE 33, ALONG A NEW DIVISION LINE THE FOLLOWING THREE COURSES AND DISTANCES:

1. SOUTH 80°58'29" WEST, 396.13 FEET TO A SET%" X 30" IRON PIN WITH 1%" PLASTIC YELLOW IDENTIFICATION CAP (#7862); 2. THENCE NORTH 12°52'50" WEST, 180.41 FEET TO A SET%" X 30" IRON PIN WITH 1%" PLASTIC YELLOW IDENTIFICATION CAP (#7862) 3. AND NORTH 80°58'29" EAST, 370.74 FEET TO THE PLACE OF BEGINNING.

THUS CONTAINING 1.5873 ACRES OF LAND AND BEING SUBJECT TO THE RIGHT OF WAY OF VIRGINIA VALLEY ROAD AND (TOWNSHIP ROAD-564) AND ALL EASEMENTS AND RESTRICTIONS OF RECORD.

BEING TOGETHER WITH AN INGRESS AND EGRESS EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

SITUATE IN THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 13, RANGE 18, OHIO RIVER SURVEY, GOOD HOPE TOWNSHIP, HOCKING COUNTY, OHIO AND BEING 0.1647 ACRE TRACT PART OF LAND AS DESCRIBED IN A DEED TO 3-SHAW INC., OF RECORD IN OFFICIAL RECORD 620, PAGE 610 OF THE HOCKING COUNTY, OHIO RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING FOR REFERENCE AT AN EXISTING Yi'' IRON PIN IN AN 8 11 DIAMETER CONCRETE HIGHWAY MONUMENT IN THE CENTERLINE OF UNITED STATES ROUTE 33 AT CENTERLINE STATION 120+00, ORIGINALLY RECORDED IN PLAT BOOK "C", PAGE 59 AND RE-RECORDED IN PLAT CABINET 1, SLIDE GSA OF THE HOCKING COUNTY, OHIO RECORDS (REFERENCED ON CENTERLINE PLAT HOC-33-0.09-0.24 OF THE OHIO DEPARTMENT OF TRANSPORTATION RECORDS); THENCE ALONG THE CENTERLINE OF UNITED STATE ROUTE 33, ALONG A CURVE DEFLECTING TO RIGHT, HAVING A RADIUS OF 4,297.18 FEET, A TANGENT OF 356.93 FEET, A DISTANCE OF 696.69 FEET; THE CHORD OF SAID CURVE BEARS SOUTH 26°53'53" EAST, 695.93 FEET;

THENCE LEAVING THE CENTERLINE OF UNITED STATES ROUTE 33, ALONG A TIE LINE, SOUTH 67°57'13" WEST, 75.00 FEET TO A SET %" X 30" IRON PIN WITH PLASTIC YELLOW IDENTIFICATION CAP (#7862) IN THE EASTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD TOWNSHIP ROAD 564) AND THE WESTERLY LIMITED ACCESS RIGHT OF WAY OF UNITED STATES ROUTE 33;

THENCE LEAVING THE EASTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564) AND THE WESTERLY LIMITED ACCESS RIGHT OF WAY OF UNITED STATES ROUTE 33, SOUTH 80°58'29" WEST, 66.74 FEET TO A SET %" X 30" IRON PIN WITH 1%" PLASTIC YELLOW IDENTIFICATION CAP (#7862) IN THE WESTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564);

THENCE ALONG THE WESTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564), ALONG A CURVE DEFLECTING TO THE RIGHT, HAVING A RADIUS OF 4157.18 FEET, A TANGENT OF 92.02 FEET, A DISTANCE OF 184.01 FEET, THE CHORD OF SAID CURVE BEARS SOUTH 20°59'08" EAST, 183.99 FEET TO A SET%" X 30" IRON PIN WITH H's" PLASTIC YELLOW IDENTIFICATION CAP (#7862) AND THE REAL PLACE OF BEGINNING OF THE HEREIN DESCRIBED INGRESS AND EGRESS EASEMENT;

THENCE CONTINUING ALONG THE WESTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564), ALONG A CURVE DEFLECTING TO THE RIGHT, HAVING A RADIUS OF 4157.18 FEET, A TANGENT OF 30.42 FEET, A DISTANCE OF 60.98 FEET, THE CHORD OF SAID CURVE BEARS SOUTH 19°57'50" EAST, 60.98 FEET TO A POINT;

THENCE LEAVING THE WESTERLY RIGHT OF WAY OF VIRGINIA VALLEY ROAD (TOWNSHIP ROAD 564), ALONG THE LINES OF SAID EASEMENT THE FOLLOWING THREE COURSES AND DISTANCES,

1. SOUTH 80°58'29" WEST, 124.91 FEET TO A POINT; 2. THENCE NORTH 9°01'31" WEST, 60.00 FEET TO A POINT 3. AND NORTH 80°58'29" EAST, 114.04 FEET TO THE PLACE OF BEGINNING OF THE HEREIN DESCRIBED INGRESS AND EGRESS EASEMENT.

THUS CONTAINING 0.1647 ACRES OF LAND AND BEING SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.

BEARINGS USED IN THIS LEGAL DESCRIPTION ARE RELATIVE TO NAD-83, OHIO STATE PLANE COORDINATE SYSTEM - SOUTH ZONE BASED ON VRS GP OBSERVATIONS.

THIS DESCRIPTION WAS PREPARED UNDER THE DIRECT SUPERVISION BY STEPHEN L. CAHILL, PLS OF ABERCROMBIE & ASSOCIATES, INC, OHIO REGISTERED SURVEYOR #7862. BASED ON A FIELD SURVEY DURING JANUARY, 2020. BEARINGS USED IN THIS LEGAL DESCRIPTION ARE RELATIVE TO NAD-83, OHIO STATE PLANE COORDINATE SYSTEM - SOUTH ZONE BASED ON VRS GP OBSERVATIONS.

THIS DESCRIPTION WAS PREPARED UNDER THE DIRECT SUPERVISION BY STEPHEN L. CAHILL, PLS OF ABERCROMBIE & ASSOCIATES, INC, OHIO REGISTERED SURVEYOR #7862 . BASED ON A FIELD SURVEY DURING JANUARY, 2020.

ABERCROMBIE & ASSOCIATES, INC. CIVIL ENGINEERS AND SURVEYORS BY·~4--07·21 STfr== OHIO REGISTERED SURVEYOR #7862

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