S01 Attachment 5 - deed5541012201XTC_RMT to Oak MountainBaldwin.pdf

This Instrument was preoared by:

Lee Sheppard, Esq.

Maynard, Cooper & Gale, P.C.

1901 Sixth Avenue North, Suite 1700 Birmingham, Alabama 35203 Telephone: (205) 254-l 185

Upon recording retum to:

Resource Management Service LLC 3 I Inverness Center Parkway, Suite 200 Birmingham, Alabama 3 5242 Attn: Stephanie Coffee Telephone: (800) 995-9516

Send Tax Notice to:

Resource Management Service LLC 3l Invemess Center Parkway, Suite 200 Birmingham, Alabama 35242 Attn: Accounting Dept.

STATE OF ALABAMA

COUNTY OF BALDWIN

STATUTORY WARRANTY DEED

KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the sum of Ten and no/I00 Dollars ($10.00) in hand paid and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned, RED MOUNTAIN TIMBERCO tV LLC, a Delaware limited liability company (the "Grantor"), does hereby grant, bargain, sell and convey unto OAK MOUNTAIN TIMBERCO AL LLC, a Delaware limited liability company (the "Grantee"), the real property situated, lying and being in the County of Baldwin, Alabama, as more particularly described on EXHIBIT A attached hereto and made a part hereof, together with (i) any improvements located thereon, (ii) all timber growing thereon,

(iii) all roads, bridges and other infrastructure improvements thereon (to the extent owned by Grantor), (iv) all minerals that may be owned by Grantor, including sand, clay or gravel of any kind or nature, and (v) any other privileges, easements, covenants and other rights appertaining thereto (the "Property").

This conveyance is made subject to the matters set forth on IEIEE attached hereto, to the extent, and only to the extent, that the same may still be in full force and effect and applicable to the Property, said exhibit being incorporated herein by reference for all purposes (the "Permitted Exceptions").

05503737 3

The Property conveyed hereunder is encumbered by those certain agreements and mortgages listed on EXHIBIT C attached hereto and made a part hereof (the "Agreements").

Grantor hereby assigns to Grantee and by acceptance and execution of this deed and as part of the consideration (as stated on the attached EXHIBIT C for recording tax purposes) for this conveyance, Grantee hereby accepts such assignment and assumes all of Grantor's rights and obligations set forth in the Agreements.

Pursuant to the provisions of Ala. Code $ 40-22-l (1975), the following information is offered in lieu of submitting Form RT- I :

Grantor's Name and Mailing Address: Grantee's Name and Mailing Address:

Red Mountain TimberCo IV LLC 31 lnverness Center Parkway, Suite 200 Birmingham, AL 35242

Oak Mountain TimberCo AL LLC 31 lnverness Center Parkway, Suite 200 Biriningham, AL 35242

Property Address: See attached Exhibit A

Date of Sale: Same as date of this deed

Actual Value: s35,579,163.00

The Purchase Price or Value can be verified by:

ff x t-

Closing Statement Sales Contract Appraisal Tax Assessor's office

TO HAVE AND TO HOLD the said Property, together with the privileges and appurtenances thereunto properly belonging unto the said Grantee, its successors and assigns forever, subject to the Permitted Exceptions and the Agreements, if any; PROVIDED HOWEVER, the conveyance of any minerals to said Grantee herein is hereby made by Grantor purely by quitclaim and accepted by Grantee, its successors and assigns, without any warranty by Grantor, either express or implied, without recourse against Grantor or its successors and assigns.

The Grantor hereby covenants and agrees with the Grantee, and its successors and assigns, that Grantor, its successors and assigns, will warrant and defend the above described Property against the lawful claims of all persons (other than persons claiming under the Exceptions or Agreements) claiming by, through or under the Grantor, but not fuither or otherwise.

05503?3 7.3

IN WITNESS WHEREOF, Grantor and Grantee have signed and sealed this deed on the date of the acknowledgement of the party's signature below to be effective as of the day of December, 2020.

GRANTOR:

RED MOUNTAIN TIMBERCO IV LLC,

a Delaware limited liability company

By:

Name:

Title:

Dennis G. DuBose Executive Vice President Duly Authorized

STATE OF ALABAMA

couNrY oe {J-C r n

ACKNOWLEDGEMENT

I, the undersigned, a Notary Public in and for said County and State, hereby certify that Dennis G. DuBose whose name as Executive Vice President of Red Mountain TimberCo IV LLC, a Delaware limited liability company, is signed to the foregoing instrument and who is known to me, acknowledged before me on this day, that being informed of the contents of said instrument, he as such officer and with full authority, executed the same voluntarily for and as the act of said limited liability company.

Given under my hand and official seal on tnis ffiyof Decemb er,2020.

U,',t NotaryPublic , , . , Printed Name:

My commission expires:

ry& ^ \-'{4, \B /oo' \ :Qff;

GRANTEE:

OAK MOUNTAIN TIMBERCO AL LLC,

a Delaware limited liability company

,l)

By:

Name:

Title:

Dennis G. DuBose Executive Vice President Duly Authorized

STATE OF ALABAMA

couNrY oF 5elhJsa)

ACKNOWLEDGEMENT

[, the undersigned, a Notary Public in and for said County and State, hereby certifu that Dennis G. DuBose whose name as Executive Vice President of Oak Mountain TimberCo AL LLC, a Delaware limited liability company, is signed to the foregoing instrument and who is known to me, acknowledged before me on this day, that being informed of the contents of said instrument, he as such officer and with full authority, executed the same voluntarily for and as the act of said limited liability company.

Given under my hand and official seal on this -ffiyof Decemb er,2020.

Notary Public

Printed Name:

My commission expires:FK;

EXHIBIT A

LEGAL DESCRIPTION

See Attached

05503737.3

01.3162.0.0

Page Numbel: l

EXHIBIT A

Real property in the County of Baldwin, State of Alabama, desoibed as follows:

South 1/2 of South 1/2 33 1 South 4 East 17-08·33-0-000-003.000

North 1/2 of Northwest, lying West of branch. 23 2 south 2 East 22-07-23-0-000·00t.ooo

[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]

01.3165.0.0

01.3166.0.0

01.3167.0.0

01.3168.0.0

01.3169.0.0

01.3170.0.0

01.3171.0.0

01.3172.0.0

Page Numbet: 2

South 1/2 of Northeast 1/4; 13 2 South 3 East 23-06-13--0-000-001.001 Northeast 1/4 of Northeast 1/4; 23-06-13-0-000-001.000 Southeast 1/4.

East 1/2 of Section 3, TownshiJJ 2 South, Range 4 3 2 South 4 East 24-02-03-0-000-001.000 East.

North 1/2 of the Southwest 1/4; 3 2 South 4 East 24-02-03-0-000-001.000 North 1/2 of the South 1/2 of the Southwest 1/4, 10 2 South 4 East 24-02-10-0-000-001.000 all in Section 3, Township 2 South, Range 4 East;

East 1/2 of Northeast l/4;

West 1/2 of the Northeast 1/4 of the Southeast 1/4;

South 1/2 of the North 1/2 of the Southwest 1/4;

The South 1/2 of the South 1/2, all In Section 10, Township 2 South, Range 4 East.

Northwest 1/4 of Section 3; 3 2 South 4 East 24·02-03~0-000-001.000 All of Section 4; 4 2 South 4East 2+02-04-0-000-001.000 South 1/2 of Southeast 1/4 of Section 8; 8 2 South 4 East 24-03-08-0-000-001.000 East 1/2; 9 2 South 4 East 24-02-09·0-000-001.000 Southwest 1/4 and East 1/1. of Northwest 1/4 of 10 2 South 4 East 2+02-10-0-000-001.000 Section 9;

Northwest 1/4 of Southeast 1/4;

West 1/2 of Northwest 1/4 and Northeast 1/4 of Northwest 1/4 of Section 10, all in Township 2 South, Range 4 East

Southeast 1/4; 7 2 South 4 East 2+03-07-0-000-003.000 East 1/2 of Northeast 1/4;

East 1/2 of West 1/2 of Northeast 1/4; West 1/2 of Northwest 1/4, lESS AND EXCEPT 2 parcels in Southwest comer;

West 1/2 of East 1/2 of Northwest 1/4 LESS AND EXCEPT school 2 acres;

Southwest 1/4.

North 1/2, 8 2 South 4 East 24-03-08-0-000-00l.000 LESS AND EXCEPT 2 parcets in Southeast 1/4 of Northeast 1/4;

North 1/2 of South 1/2;

South-1/2 of Southwest 1/4, lESS AND EXCEPT 15 acre Exemption.

The North 1/2 of the North 1/2 of the Southwest 10 2 South 4 East 24-02· 10-0-000-001.000 1/4 of section 10, Township 2 South, Range 4 East.

The North 1/2 of Section 15, Township 2 South, 15 2 South 4 East 24-05-15-0-000-001.000 Range 4 East of St. Stephens Meridian.

01.3165.0.1

01.3168.0.1

01.3171.0.1

01.3172.0.1

01.3171.0.2

Also Less and Except the following 01.3165.0.1

Also Less and Except the following 01.3168.0.1

01.3180.0.0

01.3181.0.0

01.3183.0.0

01.3184.0.0

01.3190.0.0

01.3190.0.1

Page Number: 3

All 19 2 South 4East 24-04-19-0-000-001.000

All 20 2 South 4 East 24-04-20-0-000·001.000

All 21 2 South 4 East 24-05-21-0-000-001.000

All, except North 1/2 of Northeast 1/4. 22 2 South 4 East 24-05-22·0·000-003.000

SOuth 1/2 of Southeast 1/4 of Southwest 1/4; 23 West 1/2 of Southwest 1/4.

2 South 4 East 24-06-23-0-000-005. 000

That part of fractional section lying West of the 25 2 South 4 East 24-07-25-0-000-001.000 power line right-of-way being that right-of-way which runs southeasterly through Sections 25 and 26, Township 2 south, Range 4 East.

All, West of power lines except the 26 2 South 4 East 24-07-26-0-000-002.000 North 1/2 of Northeast 1/<J.

All 27 2 South 4 East 24-08-27-0-000-001.000

All 28 2 South 4fast 24·08-28·0·000-001.000

East 1/2 of East 1/2. 29 2 South 4 East 24-09-29--0-000-001.000

West 1/2 of East 1/2; 29 2 South 4 East 24-09-29-0-000-001. 000 Northwest 1/4; and 31 2 South 4 East 24-09-31-0-000-001.000 North 1/2 of Southwest 1/4 of Section 29, a!I of 32 2 South 4 East 24-09-32-0-000-001.000 Section 31, LESS ANO EXCEPT Northwest 1/4 of Northeast.

1/4.

All 32 2 South 4 East 24-09-32-0-000-001.000

North 1/2 of Northeast 1/4; 30 2 South 4 East 24-09-30-0-000-001.000 North 1/2 of Southwest 1/4 of Northeast 1/4; 24-09-30-0-000-005.000 West 1/2 of Southeast 1/4 of Northeast 1/4;

East 1/2 of Northwest 1/4, North and East of road;

South 1/2 of Southeast 1/4.

All, 33 2 South 4 East 24-0S-33-0-000-001.000 LESS AND EXCEPT the following In the Southeast 1/4 of the Northeast 1/4; Commencing 990 feet South of Northeast comer of said 5ectlon; thence West 525 feet; thence South 840 feet; thence East 520 feet;

thence North 990 feet to the place of beginning.

All that portion of the following 01.3181.0.0 lying Southeast of the center line of transmission line

All that portion of the following 01.3183.0.0 lying South of the center line of Highway 112 & South of the center line of Old Davison Rd & East of Hollinger Creek

All that portion of the following 01.3184.0.0 lying South of the center line of Old Davison Rd & East of Hollinger Creek

All that portion of the following 01.3190.0.0 lying West of the center line of Highway 112 & East of Hollinger Creek

01.3173.0.0

01.3174.0.0

LEGAL DESCRIPTION

BASED ON SURVEY

BEGINNING at a FENCE CORNER POST AT THE NE CORNER OF SE1/4 OF SECTION 8 T-2-S R-4-E; thence S00°14'47"E, a distance of 329.73 feet to a 1" OPEN TOP PIPE; thence S89°36'57"E, a distance of 662.38 feet to a 1/2" REBAR; thence S00°00'00"E, a distance of 1,253.90 feet to a POINT IN THE CENTER OF HORSENECK CREEK BOTTOM; Thence Westerly along said bottom along the following courses: thence S57°39'07"W, a distance of 64.10 feet; thence S81°48'58"W, a distance of 93.71 feet; thence S82°00'42"W, a distance of 44.93 feet; thence S78°59'39"W, a distance of 68.07 feet; thence N36°34'53"W, a distance of 75.45 feet;

thence N74°53'20"W, a distance of 167.16 feet; thence S88°46'31"W, a distance of

181.84 feet; thence N85°50'12"W, a distance of 64.72 feet; thence N88°44'14"W, a distance of 102.81 feet; thence S81°16'46"W, a distance of 98.00 feet; thence N70°33'44"W, a distance of 74.44 feet; thence S78°42'16"W, a distance of 84.72 feet;

thence N81°27'24"W, a distance of 42.88 feet; thence S87°20'57"W, a distance of

130.05 feet; thence N88°49'31"W, a distance of 87.76 feet to a POINT DUE SOUTH OF

A 1" IRON ROD AT THE SW CORNER OF E1/2 OF THE SE1/4 OF THE NE1/4 OF

SECTION 8 T-2-S R-4-E; thence North, a distance of 1,550.21 feet to a 1" IRON ROD

AT THE SW CORNER OF E1/2 OF THE SE1/4 OF THE NE1/4 OF SECTION 8 T-2-S

R-4-E; thence N89°49'29"E, a distance of 660.00 feet to the POINT OF BEGINNING, said parcel containing 42.70 acres, more or less and being situated in Sections 8 & 9 all in T-2-S R-4-E.

01.3172.0.2

01.3172.0.2 to be excepted from 01.3168.0.0 & 01.3172.0.0

01.3191.0.0

01.3192.0.0

01.3193.0.0

01.3194.0.0

01.3195.0.0

01.3196.0.0

01.3197.0.0

01.3198.0.0

01.3204.0.0

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Page Number: 4

Northeast 1/4; 34 2 South 4 East 24-08-34-0-000-001.000 South 1/2.

Northeast 1/4; 35 2 South 4 East 24-07-JS..0-000-001.000 South 1/2.

Northwest 1/4 of Section 35, Township 2 South, 35 2 South 4 East 24-07-35-0-000-001.000 Range 4 East.

All that part of Section 36, Township 2 South, 36 2 South 4 East 24-07-36-0-000-001.000 Range 4 East, lying in Baldwin County, Alabama, LESS ANO EXCEPT that part of section lying North and East of power line right-of-way.

Northwest 1/4 of Section 21 Township 3 2 3 South 4 East 27-01-02-0-000-001.000 south, Range 4 East

South 1/2; 2 3 South 4East 27-01-02-0-000-001.000 Northeast 1/4.

All 3 3 South 4 East 27·02-03-0-000-001.000

All 4 3 South 4 East 27-02-o4-0-000-001.000

All of Section 5; 5 3 South 4 East 27-03-05-0-000-001.000 All of section B; 7 3 South 4East 27-03-07-0-000-001.000 East 1/2 of East 1/2 of Section 7; 8 3 South 4 East 27-03-08-0-000-001. 000

All of Section 6; 6 3 South 4 East 27-03-06-0-000-001.000 West 1/2.; 7 3 South 4 East 27-03-07-0-000-001.000 West 1/2 of East 1/2 of section 7;AII of 19 3 south 4East 27--04-19-0-000-001.000 section 19, all in Township 3 South, Range "I East.

All 9 3 South 4East 27-02-09·0·000-001.000

All 10 3South 4East 27-02-10-0-000-001.000

All of 5ection 11, Township 3 South, Range 4 11 3 South 4 East 27-01-11-0-000-001.000 East of St Stephens Meridian.

Beginning at the SOuthwest comer of Section 12 3 South 4 East 27-01-12-0-000-001.000 12, Township 3 South, Range 4 East, run East 34.2S chains to a point on the south right cf way line of Alabama Highway 63; thence North 45 degrees 08 minutes West. along the said right of way nne to a point; thence North 52 degrees 53 minutes West

All that portion of the following 01.3191.0.0 lying South of the center line of transmission line

All that portion of the following 01.3193.0.0 lying Southwest of the center line of transmission line

All that portion of the following 01.3198.0.0 lying East of Hollinger Creek

01.3203.0.0

All that portion of the following 01.3203.0.0 lying East of Hollinger Creek

01.3207.0.0

01.3208.0.0

01.3212.0.0

01.3213.0.0

11.19 chains along said SOuth right of way line to the West line of Section 12; thence South along West boundary of Section 12 a distance of 31.97 chains to the point of beginning, a part of the Southwest 1/4 of Section 12, Township 3 South, Range 4 East.

• I

Page Number: 5

All East of Pensacola Road. 12 3 South 4 East 27-01-12-0-000-001.000

All East of Pensacola Road; and 13 3 South 4 East 27-0&-13-0-000-001.000 Begin at Southeast comer; thence North along East line of section 1,279.0 feet; thence North 45 degrees 30 minutes West 3,059.0 feet; lhence south 44 degrees 30 minutes West 150 feet; thence North 35 degrees 15 minutes West 2,413.5 feet to Northeast amer of Northwest 1/4 of Northwest 1/4;

thence West along the North section line

178.5 feet; thence South 60 degrees 20 minutes West 1,152.0 feet to point in West line of section; thence South 4,818.0 feet to Southwest comer of Section; thence East 4,888.0 feet to Southeast comer to Point of Beginning.

That parcel of land beginning at a point 7.00 13 3 South 4 East 27-06-13-0-000·001.000 chains South of the Northwest comer of section 13, Township 3 South, Range 4 East, run North 7.00 chalns to the Northwest corner of Section 13; thence run East 16.00 chains along the North boundary of sectfon 13 to a point in a branch; thence down said branch with its meanderings to the point or beginning, containing 5.60 acres and being a part of the Northwest 1/4 of Northwest 1/4 of Section 13, Tow~ship 3 South, Range 4 East.

All 14 3 South 4 East 27-06-14-0-000-001.000

All 15 3 South 4 East 27--05-15--0-000·001. 000

All 16 3 South 4 East 27-05-16-0-000-001.000

All 17 3 South 4 East 27-04-17-0-000-001.000

All 18 3 South 4 East 27-()4-18-0-000-001.000

All 20 3 South 4 East 27-04-20-0-000-001.000

All 21 3 South 4 East 27-0S-21-0-000-001.000

All that portion of the following 01.3207.0.0 lying East of the centerline of dirt Rd

All that portion of the following 01.3212.0.0 lying Northeast of Hollinger Creek & centerline of a Northwest Wiggins Still Rd

All that portion of the following 01.3213.0.0 lying Northeast of Hollinger Creek

01.3233.0.0

01.3234.0.0

. I

Page Number: 6

All 22 3 South 4 East 27-05-22-0-000·001.000

All 23 3 South 4East 27·06-23-0-000-001.000

West 1/2 24 3 South 4 East 27-06· 24-0-000-002. 000

Entire Section. 25 3 south 4 East 27-05-25-0-000-001. 000

Entire Section. 26 3 South 4 East 27-07-26-o--000-001.000

Entire Section. 27 3 South 4East 27-08-27-0-000-001.000

Entire Section. 28 3 south 4 East 27--08-28-0-000-001.000

South 1/2 of North 1/2; 29 3 South 4 East 27-09-29-0-000-003.000 East 1/2 of southeast 1/4;

South 1/2 of Northwest 1/4 of Southeast 1/4;

East 1/2 of Southwest 1/4 of Southeast 1/4.

North 1/2. 30 3 South 4 East 27-09-30-0-000-001.000

Entire Section, South of Big Eddy Road. 31 3 South 4 East 27-09·31-0·000-001.000

Entire Section South of Big Eddy Roadl 32 3 South 4 East 27--09-32-0-000-001.000 LESS AND EXCEPT the East 1/2 of Southwest 1/4 of Southeast 1/4.

Entire Section. 33 3 South 4 East 27-08-33-0-000-001.000

Entire Section. 34 3 South 4East 27-08-34-0-000-001.000

Entire Section. 35 3 South 4 East 27-07·35-0-000-001.000

Entire Section, 36 3 South 4 East 27-07-36-0-000-001.000 LESS ANO EXCEPT the Northwest 1/4 of Northwest 1/4.

All that part of Section 31, Township 2 South, 31 2 South 5 East 25·09-31 ·0·000--001.000 Range 5 East, LESS AND EXCEPT all that part of fractional section lying East of Heron Fork Road, lying in Baldwin County, Alabama.

All that part of Section lying south of 6 3 south 5 East 26-03--06--0--00o--001.000 Yarborough Road and West of Heron Fork Road.

01.3235.0.0

01.3236.0.0

01.3237.0.0

01.3238.0.0

01.3239.0.0

01.3240.0.0

01.3241.0.0

01.3241.0.1

01.3242.0.0

01.3246.0.0

~ I

Page Nombef: 7

West 1/2 of Northeast 1/4; 7 3 South 5 East 26-03-07-0-000-001.000 Northwest 1/4.

The East 1/2 of the Northeast 1/4 of Section 7 3 South 5 East 26-03·07-0-000-001.000 7, Township 3 south, Ranges East

The South 1/2 of Section 8, Township 3 6 3 South SEast 2&03-08-0-000-002.000 South, Range S East.

North 1/2 of Northwest 1/4. 8 3 S0uth 5East 26-03-08·0·000-002.000

All 16 3 South 5 East 26-05-16-0-000·001.000

All 17 3 South 5 East 26-04-17·0-000-001.000

East 1/2 of East 1/2; 18 3 South 5 East 26--04-18-0-000-001.000 West 1/2 of Northeast 1/4;

Northwest 1/4;

West 1/2 of Southwest 1/4, LESS AND EXCEPT the following: Beginning at the Northeast comer of 5outheast 1/4 of Northeast 1/4 Section 18, Township 3 South, Range 3 East, run thence West 660 feet for a beginning comer, thence South 580.8 feet;

thence West 150 feet; thence North 580.8 feet and thence East 150 feet to place of beginning.

East 1/2 of the Southwest 1/4; and West 1/2 18 3 South 5 East 26-04-18-0-000-001.000 of the Southeast 1/ 4, Section 18, Township 3 South, Range S East of St. Stephens Meridian in Alabama.

East 1/2, East of Highway 112; South 1/2, 19 3 South 5 East 2&04· 19·0·000-001.000 West of Highway 112 and South of Mosquito for1< Road.

West 1/2 of Northeast 1/4; Northwest 1/4; 20 3 South 5 East 26-04·20-0-000-001.000 Southwest 1/4; and the North 369 feet of the Northwest 1/4 or Southeast 1/4.

East 1/2 of Northeast 1/4; and Southeast 1/4, 20 3 South 5 East 26-0+20·0-000-001.000 LESS AND EXCEPT the North 369 feet of the Northwest 1/4 of Southeast 1/4.

Entire Section. 21 3 South SEast 26-05-21-0-000-001.000

All that part of West 1/2, West of road. 22 3 South 5 East 26-05·22-0-000-001.000

All that portion of the following 01.3241.0.0 lying Northeast of the center line of Highway 112

All that portion of the following 01.3242.0.0 lying Northeast of the center line of Highway 112

All that portion of the following 01.3246.0.0 lying North of the center line of Green Town Rd

01.3248.0.0

01.3249.0.0

01.3250.0.0

01.3255.0.0

01.3256.0.0

01.3257.0.0

01.3258.0.0

01.3259.0.0

I

Page Number: 8

North 1/2, West of road; 27 3 South 5 East 26-08-27-0-000-001.000 East 1/2 of Southwest 1/4;

Southeast 1/4, West of road.

Southwest 1/4 of the Southwest 1/4 of Section 27 3 South s East 26·08-27-0-000-001.000 27; and 34 3 SOuth 5 East 26-08-34-0-000-001.000 South 1/2 of the Northwest 1/4; and North 1/2 of the Southwest 1/ 4 of Section 34, all in Township 3 South, Range 5 East of St Stephens Meridian.

Entire Section. 28 3 South SEast 26-08-28-0-000-001.000

Entire Section. 29 3 SOuth S East 26-09-29-0-000-001.000

Entire section. 30 3 South SEast 26-09-30-0-000-001.000

Entire Section, 31 3 South 5 East 26-09-31-0-000-001.000 LESS AND EXCEPT the South 1/2 of Northeast 1/4.

Entire 5ection. 32 3 SOuth S East 26-09-32-0-000-001.000

North 1/2 of Northeast l/4; 33 3 South 5 East 26-08-33-0-000-001.000 Southwest 1/4 of Northeast 1/4;

West 1/2 of Section;

Northwest 1/4 of Southeast l/4.

Southeast 1/4 of Northeast 1/4; Northeast 1/4 of 33 3 South S East 26-08-33-0.000-001.000 Southeast 1/4;

South 1/2 of Southeast 1/4.

North 1/2 of North 1/2; 34 3 South 5 East 26-08-34-0-000-001.000 South 1/2 of Southwest 1/4;

South 1/2 of Northwest 1/4;

North 1/2 of Southwest 1/4.

South 1/2 of the Northeast 1/4; and 34 3 South S fast 26·08· 34-0-000-001.000 North 1/2 of the Southeast 1/4 of Section 34, Township 3 South, Range S East of St Stephens Meridian.

Entire Section. 1 4 South 4 East 34-01-01-0-000-001.000

Entire Section. 2 4 South 4East 34-01-02-0-000-001.000

Entire Section. 3 4South 4 East 34-02-03-0-000-001.000

I Northeast 1/4; 4 4 South 1East 34-0Z.C)4-0--000-001.000 West 1/2 of Southwest 1/4 of Northwest 1/4;

All that portion of the following 01.3248.0.0 lying Southwest of the center line of dirt Rd

All that portion of the following 01.3255.0.0 lying Northeast of the center line of Highway 112

01.3294.0.0 )

Page Number: 11

Northeast 1/4. 30 4.SOuth 4 East 3+09-30-0-000--001.000

East 1/2 of Southwest 1/4; 30 "'south 4East 34-09-30-0-000-002.001 Northwest 1/4.

East 1/2 of East 1/2 of Section; 32 4 South 4 East 34-09-32·0-000-001.000 Southwest 1/4 of Northeast 1/4; Southeast 1/4 of Northwest 1/4; Northeast 1/4 of Southwest 1/4;

Northwest 1/4 of Southeast 1/4.

Northwest 1/4. 33 4 south 4 East 34-08-33-0-000-002.000

East 1/2 of West 1/2; 3 4 South SEast 3S-0Z-03--0·000--002.000 Southwest 1/4 or Northwest 1/4; Northwest 1/4 of Southwest 1/4.

East 1/2 of Northeast 1/4; 4 4 South 5 East 35-02--04-0-000·001.000 West 1/2;

Southwest 1/4 of Southeast 1/4.

West 1/2 of the Northeast 1/4; and North 1/2 of 4 4 South 5 East 35-02-04-0-000-001.000 the Soutlleast 1/4 of Sectlon 4, Township 4 South, Range 5 East of St. Stephens Meridian, all lying in Baldwin County, Alabama.

All 5 4South 5East 35-03-05-0-000-001.000

East 1/2 of Section; 6 4SOuth 5 East JS-03-06-0--000-001.000 West 1/2 of Southwest 1/4;

Southeast 1/4 of Southwest 1/4.

East 1/2; 8 4South S East 35·03-08-0-000-001.000 Northwest 1/4 of Northwest 1/4;

SOuth 1/2 of Northwest 1/4;

Northwest 1/4 of Southwest 1/4; Southeast 1/4 of Southwest 1/4.

Northwest 1/4 of Northeast 1/4; 9 4 SOuth S East 35-02-()9-0-000-002.000 Southeast l/4 of Northeast 1/4;

Northwest 1/4 and South 1/2 of Section 9, Township 4 South, Range 5 East, containing 560.21 acres, more or less.

Northwest 1/4 and Southeast 1/4 of Southeast 10 4 South S East 35-02-10-0-000-002.000 1/4, 35-02-10-0-000--006.000 LESS AND EXCEPT a parcel of land deeded July 19, 1923, for School purposes, lying North of the Public Road as now located, described as follows:

Beginning at the Northwest comer of the Southeast 1/4 of Southeast 1/4 of said Section 10;

01.3294.0.1

Also Less and Except the following 01.3294.0.1

01.3295.0.0

01.3296.0.0

01.3297.0.0

01.3298.0.0

All that portion of the following 01.3294.0.0 lying North of Nelson Branch

All that portion of the following 01.3295.0.0 lying Northeast of the center line of River Rd

All that portion of the following 01.3297.0.0 lying East of Nelson Branch

All that portion of the following 01.3298.0.0 lying North of the center line of River Rd & East of the center line of Highway 112

01.3320.0.0

- j j .. .

Page Number: 13

West 1/2 of Northwest 1/4 of Southeast 1/4;

South 1/2 of Southeast 1/4.

Southeast 1/4 of lfle Southwest 1/4 of the 20 4 South SEast 35-01-20-0-000-001.000 Northwest 1/4 of Section 21, Township 4 South, 21 4 South 5 East 35-05-21-0-000·001.000 Range S East; Northeast 1/4 of the Southeast 1/4 of section 20, and North 1/2 of the Southwest 1/4 of the Northwest 1/4 of Section 21; and Southwest 1/4 of Southwest 1/4 of the Northwest 1/4 of Section 21, Township 4 South, Range 5 East

Northwest 1/4 of Northwest 1/4; 21 4 South 5 East 35-05· 21 ·0·000-00 l .000 Southeast 1/4 of Northwest 1/4;

Northeast 1/1;

South 1/2.

North 1/2 of Northeast 1/4; 22 4 South S East 35-05-22·0-000-001.000 Southwest 1/4 of Northeast 1/4;

Northeast 1/4 of Southeast: 1/4, LESS ANO EXCEPT 2 aaes described as follows;

C.ommencing on the half mile post on the section line dividing Sections 22 and 23 thence West with the variation of the section line 400 feet to a post;

thence South with the variation of the section line 418 feet to a post; th~ West with the variation of .secoon line 209 feet to a post; thence North with the variation of the section line 418 feet;

thence East With the variation of the section line 209 feet to place of beginning.

South 1/2 of Southeast 1/4; 22 4 south 5 East 35-05-22-0-000-001. 000 Northwest 1/4 of Southeast 1/4;

West 1/2.

East 1/2 of Northeast 1/4. 23 4 south s East 35-66-23-0-000-001.000

South 1/2. 23 4 South 5 East 35-06-23-0-000.001.000

Northeast 1/4; 24 4 South S East 35--06-24-0-000-001.000 Northeast 1/4 of Northwest 1/4; Northwest 1/4 of Southwest 1/4;

South 1/2 of Southwest 1/4.

Northeast 1/4 of Southwest 1/4; SOuthwest 1/4 of 24 4 South 5 East 35-06-24-0-000-001.000 Southe&t 1/4.

Northwest 1/4 of Southeast 1/4; Southeast 1/4 of 24 4 south 5 East 35-06-24-0-000-001.000 Northwest 1/4;

West 1/2 of Northwest 1/4.

All that portion of the following 01.3320.0.0 lying Southeast of the centerline of Grigger RD

01.3336.0.0

01.3320.0.2

EXHIBIT A

Legal' Description for Parcel A

As written by J Pierce and Associates LLC on September 14, 2017, and based·on a boundary .

survey of said property.

COMMENCING from the purported Southwest comer of Section 21, Township 4 South, Range 5 East, Baldwin County, AL; said point being a found four inch by four inch cor1crete monument, thence N 89° 45' 5211 E 257.73' to a set one half inch yellow capped rebar JPA CA 920, said point also being the POINT OF BEGINNING, thence continue N 89° 45' 52" E 1078.38' to a found four inch by four inch concrete monument, thence S 00° 09' 19" E 1333.52' to a found four inch by four inch concrete monument (broken), thence N 89° 45' 5211 E 393.77' to a set one half inch yellow capped re bar JP A CA 920, thence N 60° 00' 00''. E 296. 79' to a set one half inch yellow capped rebar JPA CA 920, thence N 45° 17' 05" E 96.89' to a set one half inch yellow capped rebar JPA CA 920, thence.N 58° 33' 23" E 159.78' to a set one half inch yellow capped rebar JPA CA 920, thus beginning a curve to the left, said curve having an arclength of 103.691

, a

· radius of 170', a chord distance of 102.09', and a chord bearing ofN 41 ° 04' 57" E, thus terminating said curve at a set one halfinch yellow capped rebar JPA CA 920, thence N 23° 361

32" E 200.78' to a set one half inch yellow capped rebar JPA CA 920, thence N 49° 43' 55" E 292.33' to a set one half inch yellow capped rebar JPA CA 920, thence N 32° 00' 0011 W 1804.371 to a set one half inch yellow capped rebar JPA CA 920, said point lying on the south ROW of Griggers Road, thence S 60° 13' 42" W 485.06' to a set one half inch yellow capped rebar JPA CA 920, thus beginning a curve to the left; said curve having an arclength of 164.33', a tadius of 570', a chord distance of 163.761, and a chord bearing of S 51° .58' 09" W, thus terminating said ~urve at a set one half inch yellow capped rebar JPA CA 920, thence S 43° 42' 36" W 417.3''to a set one half inch yellow capped rebar JP A CA 920, thus beginning a curve to the right, said curve having an arclength of 291.12', a radius of 830', a chord distance of 289.63', and a chord bearing of S.53° 45' 30" W, thus terminating said curve at a set one half inch yellow capped · rebar JPA CA 920, tpehce S 63° 48' 24" W 312.44' back to the point of beginning, containing ±49.88 acres, and subject to all easements, right of ways, and restrictions included therein, and lying in Sections 21 and 28, T4S R5E.

Being a portion of the property conveyed by Sustainable Forests L.L.C. to Red Mountain TimberCo. IV LLC by deed dated . as of November 3, 2006 and recorded as Instrument ~

· 1023859, Baldwin County, Alabama records.

39562008.1

Also Less and Except the following 01.3320.0.2

01.3320.0.2 to be excepted from 01.3320.0.0 & 01.3336.0.0

01.3320.0.1

EXHIBIJ A -1

That property in Baldwin County, Alabama more particular ly desc ribed as follows:

(LEGAL DESCRIPTION FOR PROJECT #0205512)

A part of Section 21, Township 4 South, Range 5 East Identified as Tract Number

2 on Griggers Road Project No. 0205512 in Baldwin County, Alabama and being more fully described as follows:

Parcel 1 of 1:

Commencing at a rebar found at the southwest corner of Section 21 , Townsl,ip 4 South , Range 5 East, in Baldwin County, Alabama;

Thence run easterly along the south line of sa id section a distance of 122 feet, more or less, to a point on the acquired RM! line and being the Point of Beginn ing of the property herein to be conveyed ;

Thence run northeasterly along acquired RNV line a distance of 435 feet, more or less , to a point (sa id point is offset 30 feet left of and perpendicular to project centerline at

Station 74+06.23);

Thence run northeasterly and parallel to project centerline along a curve to the left having a radius of 770 feet and along acquired RM/ line a distance of 270 feet, more or less, to a point (said point is offset 30 feet left of and perpend icular to project centerline at Station 76+86.83);

Thence run northeasterly along acqu ired RAN line a distance of 417 feet, more or less , to a point (said point is offset 30 feet left of and perpendicular to project centerline at

Station 81+04. 13);

Also Less and Except the following 01.3320.0.1

Thence run northeasterly and paraliel to project centerline along a curve to the right having a radius of 630 feet and along acqu ired R/VV iine a distance of 182 feet, more or less . to a point (said point is offset 30 feet left of and perpendicular to project centerline at Station 82+ 77 .11);

Thence run northeasterly along acquired RNV line a distance of 524 feet, more or Jess, to a point (said point is offset 30 feet left of and perpendicular to project centerline at

Station 88+00 .62) :

Thence run northeasterly and parallei to project centeriine along a curve to the left having a radius of 670 feet and along acquired RNV line a distance of 235 feet, more or less , to a point (said point is offset 30 feet left of and perpendicular to project centerline at Station 90+46.41);

Thence run northeasterly along acquired RN./ line a distance of 1832 feet, more or less , to a point (said point is offset 30 feet left of and perpendicular to project centerline at

Station 108+78.79);

Thence run northeasterly and parallel to project centerline along a curve to the right having a radius of 730 feet and along acquired RNV line a distance of 268 feet, more or less, to a point (said point is offset 30 feet left of and perpendicular to project centerline at Station 111 +35 .72 ):

Thence run northeasterly along acquired RM/ line a distance of 325 feet, more or less, to a point (said point is offset 30 feet left of and perpendicular to project centerl.ine at

Station 114+60.93);

Thence run northeasterly and parallel to project centerline along a curve to the right having a radius of 730 feet and along acqui red RM/ line a distance of 109 feet , more or less, to a point (said point is offset 30 feet left of and perpendicular to project centerline at Station 115+65 60);

Thence run northeasterly along acqui red RMI !ine a distance of 152 feet, more or less.

to a point (said point is offset 30 feet left of and perpendicu lar to project cente rline at

Station 117 + 17 .39) :

Thence run northeasterly and parallel to project centerline along a curve to the left having a rad ius of 670 feet and along acqu ired RNV llne a distance of 77 feet, more or less , to a point (said point is offset 30 feet left of and perpendicular to project centerline at Station 117+98 .26) :

Thence run northeasterly along acquired RN\/ line a distance of 616 feet, more or less.

to a point (said point is offset 30 feet left of and perpendicular to project centerline at

Station 124+14.74);

Thence run northeasterly and para llei to project centerl ine along a cu rve to the left having a rad ius of 770 feet and along acquired RNV line a distance of 57 feet, more or less , to a ooint (said po int is offset 30 feet left of and perpendicu lar to project centerline at Station 124+74.09);

Thence run northeasterly along acquired R/W line a distance of 328 feet, more or less , to a point (said point is offset 30 feet left of and perp endicular to project centerl ine at

Station 12 8+ 02 44) ;

Thence run northeasterly and parallel to project centerline along a curve to the left having a radius of 470 feet and along acquired R/W li ne a distance of 153 feet, more or less. to a point (said point is offset 30 feet left of and perpend icular to project centerline at Station 129+65.13);

Thence run northeasterly along acquired R/W line a distance of 235 feet. more or iess, to a point (said point is offset 30 feet left of and perpend icular to project center line at

Station 132+00.19):

Thence run northeasterly and parallel to project centerline along a curve to the right hav :ng a radius of 430 feet and along acquired R1W line a distance of 373 feet , more or less, to a point (said point is offset 30 feet left of and perpendicular to project centerline at Station 135+47.10);

Thence run easterly along acquired R,W iine a distance of 56 feet , more or less, to a point on the west line of Ar lie Minchew Rd (said point is offset 69.53 feet left of and perpendicular to project centerline at Station 135+86. 95);

Thence run southerly along west line of Arlie Minchew Rd a distance of 140 feet. more or less, to a point on the acquired RNV line (said point is offset 70.31 feet righ t of and perpendicular to project centerline at Station 135+87.41 );

Thence run northwesterly along acquired R/W li ne a distance of 57 feet, more or less, to a point {said point is offset 30 feet right of and perpendicular to project centerline at

Station 135+4 7 .10);

Thence run southwesterly and paral lel to project centerline along a curve to the left having a radius of 370 feet and along acquired R/VV line a distance of 321 feet , more or less, to a point (sa id point is offset 30 feet right of and perpendicular to project centerline at Station 132+00.19);

Thence run southwesterly along acqui red R/W line a distance of 235 feet , more or less , to a point (said po int is offset 30 feet right of and perpendicular to project centerline at

Station 129+65.13);

Thence run southwesterly and parallel to project centerline along a curve to the right having a radius cf 530 feet and along acquired R/W line a distance of 172 feet , more or less, to a point (said point is offset 30 feet right of and perpendicular to project centerline at Station 128+02.44);

Thence run southwesterly along acquired R/W line a distance of 328 feet, more or less , to a point (said point is offset 30 feet rig ht of and perpendicula r to project centerline at

Station 124+74.09);

Thence run southwesterly and parallel to project centerline along a curve to the right havfng a radius of 830 feet and along acquired RN'J line a distance of 62 feet, more or less, to a point (said point is offset 30 feet right of and perpendicular to project centerline at Station 124+14.74};

Thence run southwesterly along acquired R/W line a distance of 616 feet , more or less , to a point (said point is offset 30 feet right of and perpendicu lar to project centerline at

Station 117 +98.28);

Thence run southwesterly and parallel to project centerline along a curve to the right having a radius of 730 feet and along acquired RM/ line a distance of 84 feet. more or less, to a point (said point is offset 30 feet right of and perpendicular to project centerline at Station 117+17.39);

Thence run southwesterly along acquired R/IN line a distance of 152 feet, more or less, to a point (said point is offset 30 feet right of and perpendicular to project centerline at

Station 115+65.80);

Thence run southwesterly and pa ra llel to project centerline along a curve to the left having a radius of 670 feet and along acquired R/\N line a distance of 100 feet, more or less. to a point (said point is offset 30 feet right of and perpendicular to project centerline at Station 114+60.93);

Thence run southwesterly along acquired RNV line a distance of 325 feet. more or less , to a point (said point is offset 30 feet right of and perpendicular to project centerline at

Station 111+35.72);

Thence run southwesterly and parallel to project centerl ine along a curve to the left having a radius of 670 feet and along acquired RNV line a distance of 246 feet, more or less, to a point (said point is offset 30 feet right of and perpendicular to project centerline at Station 108+ 78.79):

Thence run southwesterly along acquired RNV line a distance of 1832 feet. more or less , to a point (sa id point is offset 30 feet right of and perpendicular to project centerline at Station 90+46.41 );

Thence run southwesterly and parallel to project centerline along a curve to the right having a radius of 730 feet and along acqui red R/W line a distance of 256 feet, more or less, to a point (said point is offset 30 feet rigr1t of and perpendicular to proJect centerline at Stat ion 88+00.62) ;

Thence run southwesterly along acqu ired R/\JV line a distance of 523 feet, more or less, to a point (said point is offset 30 feet right of and perpendicular to project centerline at

Station 82+ 77 '1 1);

Thence run southwesterly and paralle l to project centerline along a curve to the left having a rad ius of 570 feet and along acquired R/W line a distance of 164 feet , more or less, to a point (said point is offset 30 feet right of and perpendicu lar to project centerline at Station 81 +04.13);

Thence run southwesterly along acquired RNV line a distance of 417 feet, more or less, to a point (said point is offset 30 feet right of and perpendicular to project centerline at

Station 76+86 .83);

Thence run southwesterly and parallel to project centerline along a curve to the rig ht having a radius of 830 feet and along acqulred Rf\/1/ line a distance of 291 feet , more or less, to a point (sa id point is offset 30 feet dght of and perpendicular to project centerl ine at Station 7 4+06 23);

Thence run southwesterly along acquired RNV line a distance of 310 feet, more or less, to a point on the grantor's south property line;

Thence run westerly along the grantor's south property line a distance of 138 feet, more or less, to the Point of Beg inning of the property herein conveyed and contalning 9.063 acres more or less. ""'(4.046 acres of the acquired RNV is prescriptive and owned by

Grantee and 5.017 acres is being acquired from Granter).

Being a portion of the property conveyed by Sustainable Forests LL.C. to Red '.\fountain Ti mberCo IV LLC by deed dated as of November J, 2006 and recorded as lnstrument # 1023859, Baldwin County, Alabama records.

Being that property conveyed to Baldvvin County by deed from Red Mom1tain TirnberCo IV LLC dated ~fay 11, 2015 and recorded in Inst. 1518010 in the Probate Office of Baldwin County, Alabama.

01.3320.0.3

Also Less and Except the following 01.3320.0.3'' 'Also Less and Except the following 01.3320.0.3 • ' • .

01.3320.0.3 .. Commencing at a 4" CONCRETE MONUMENT AT THE SW CORNER OF THE SE1/4

OF THE SW1/4 OF SECTION 21 T-4-S R-5-E BALDWIN COUNTY, AL.; thence North, ' a distance of 781.05 feet to. a POINT -on the Southerly R.O.W. of Griggers Road; thence '

. N60°13,42,,E) along said R.O.W. a distance.of 316.19 feet to a 1/2" CAPPED' REBAR

"JPA" to the POINT OF BEGINNING;.thence continue Northeasterly along said R.O.W:

along the following courses: thence N60n13'42"E a'distance of 38.22 feet; thence along

. a curve to the left having a radius of 730,00 feet, a chord bearing of N50°10'09"E, a chord distance of 255.01 feet; thence Northeasterly along the arc an arc length of

' 256.33 feet; thence N40°06'35"E( a distance of -1,832.38 feet; thence along a curve to ' '

' the right having a radius of 670.00 feet, a chord bearing- of N50°37'30"E, a' chord •

. distance of 244.54 feet; thence Northeasterly'aiong the arc an arc length of 245:92 feet;

V thence N6r08'24"E, a distance of 325:20 feet; thence along a curve to the right having

. , , a radius of 670.00 feet, a chord bearing of N65°25'25"E, a chord distance of 100.09

" .feet; thence Northeasterly along the arc an arc length of 100.19 feet; thence ' , '

. N69042'27!'E, a distance of 151 .79. feet; thence along a curve to the left having a radius

'.of 730.00 feet, a chord bearing of N66°23'52"E, a chord distance of 84.29 feet; thence . '

• .Northeasterly along the arc an arc length of 84.34 feet; thence N63°05'18"E, a distance of- 616.49 feet; thence along a curve to the left having a radius of 830.00 feet, a chord .

. ' bearing of N60°57'48"E, a chord distance of 61.55 feet; thence Northeasterly along the

: arc an arc length of 61 ,5,7 feet; thence N58°50'17"E, a distance of .328.35 feet; thence along a curve to the left having, a radius of 530.00 feet, a' chord bearing of N49o30.-'59"E,

• a chord distance of 171.70 feet; thence Northeasterly along the arc an arc length of .

. 172.46 feet; thence N40°1 1 '4l!'H, a distance of 235.06 feet; thence along a curve to the right having a radius of 370.00 feet, a' chord bearing of N65°02'25"E, a chord distance

< of 31 0.93 feet; thence Northeasterly along the arc an arc length of 320.89 feet to a SET

' 5/8" CAPPED REBAR; thence, S45°06'50!,E) a distance of 57.01 feet to a SET'5/8" '

1 CAPPED REBAR' on the West R.O.W. of ArSie MincheW Road; thence Southerly along

, . said West R.O.W, along the following courses: thence Southerly along a- curve to the -left, having a Radius of 402.74 feet; a chord of S09°44,59"E 107.70 feet, an arc length of 1.08,02 feet; thence S22°52|38"E, a distance of 162.69 feet; thence along a' curve to .

' the right, having a Radius of 283.16 feet; a chord of S09°56(35"E 123.72 feet, an .arc '

. length of 124,72 feet; thence .S13°57'20"W, a distance of 367.23'feet; thence

.' . S0'0°43'23"W, a distance of 409. 82. feet; thence S00°25'13"E, a distance of 678.78 feet;

thence S08o18,52"W, a distance of 86.14.feet; thence alon'g'a curve to the right, having a Radius of 2, 581.40 feet; a chord of S46°25'36"W 691 .84 feet, an arc length of 693.'93

. feet;. thence S48°43'55"W, a distance of 667.88 feet; thence along a curve to the ; . .

. left, having a Radius of 559.64 feet; a chord of S37°43'4,1"W 311.42 feet, an arc length

' of 315.58 feet; thence S25D36'24"W, a distance of 355.79 feet to a SET 5/8" CAPPED -

REBAR; thence leaving said. R.O.W. N700.4'9,16"W, a distance of 98.92 feet. to a SET

5/8" CAPPED REBAR; thence N82°44'50"W, a distance of 1 15.47.feet TO A SET 5/8"

CAPPED REBAR; thence N85°54'05"W, a distance of 222.92 feet; thence .

43546191 J

% 1

N69°39'48,,WI" a distance of 265.59 feetf.'thence m9°5$48"\N, a distance of 399.27 feet; .thence S78'036'42"W, a distance of 159.91 feet; thence S20°16'54,,Wt.a distance of

316.71 feet; -thence S62°47'50MW, a distance of 133.77 -feet; 'thence SSB^rsrw, 'a ' distance of 308.94 feet; thence $66°32,16,,WI a distance of 162.50-feet; thence N32°29'54,lW, a distance of 818..81 feet to the POINT OF BEGINNING, Said parcel containing 155.69'acres, more or less. ' " • • ' ••

Being a portion of the property conveyed by Sustainable Forests L.L.C. to Red Mountain TimberCo IV LLC by deed dated as of November 3,. 2006 and recorded as Instrument # ' ' 1023859, Baldwin County, Alabama records.' . ' • •

43546191.!

01.3322.0.0

01.3322.0.1

01.3323.0.0

01.3325.0.0

- j j .. .

Page Number: 13

West 1/2 of Northwest 1/4 of Southeast 1/4;

South 1/2 of Southeast 1/4.

Southeast 1/4 of lfle Southwest 1/4 of the 20 4 South SEast 35-01-20-0-000-001.000 Northwest 1/4 of Section 21, Township 4 South, 21 4 South 5 East 35-05-21-0-000·001.000 Range S East; Northeast 1/4 of the Southeast 1/4 of section 20, and North 1/2 of the Southwest 1/4 of the Northwest 1/4 of Section 21; and Southwest 1/4 of Southwest 1/4 of the Northwest 1/4 of Section 21, Township 4 South, Range 5 East

Northwest 1/4 of Northwest 1/4; 21 4 South 5 East 35-05· 21 ·0·000-00 l .000 Southeast 1/4 of Northwest 1/4;

Northeast 1/1;

South 1/2.

North 1/2 of Northeast 1/4; 22 4 South S East 35-05-22·0-000-001.000 Southwest 1/4 of Northeast 1/4;

Northeast 1/4 of Southeast: 1/4, LESS ANO EXCEPT 2 aaes described as follows;

C.ommencing on the half mile post on the section line dividing Sections 22 and 23 thence West with the variation of the section line 400 feet to a post;

thence South with the variation of the section line 418 feet to a post; th~ West with the variation of .secoon line 209 feet to a post; thence North with the variation of the section line 418 feet;

thence East With the variation of the section line 209 feet to place of beginning.

South 1/2 of Southeast 1/4; 22 4 south 5 East 35-05-22-0-000-001. 000 Northwest 1/4 of Southeast 1/4;

West 1/2.

East 1/2 of Northeast 1/4. 23 4 south s East 35-66-23-0-000-001.000

South 1/2. 23 4 South 5 East 35-06-23-0-000.001.000

Northeast 1/4; 24 4 South S East 35--06-24-0-000-001.000 Northeast 1/4 of Northwest 1/4; Northwest 1/4 of Southwest 1/4;

South 1/2 of Southwest 1/4.

Northeast 1/4 of Southwest 1/4; SOuthwest 1/4 of 24 4 South 5 East 35-06-24-0-000-001.000 Southe&t 1/4.

Northwest 1/4 of Southeast 1/4; Southeast 1/4 of 24 4 south 5 East 35-06-24-0-000-001.000 Northwest 1/4;

West 1/2 of Northwest 1/4.

DESCRIPTION AS SURVEYED

Commencing at an IRON IN PAVEMENT AT THE NW CORNER OF THE SW1/4 SEC. 23 T-4-S R-5-E BALDWIN COUNTY, AL; thence S00°28'31"E, a distance of 30.00 feet to a SET 5/8" CAPPED REBAR on the South R.O.W. of New Hope Church Road for the Point of Beginning; thence N89°37'21"E, a distance of 1,334.24 feet along said South R.O.W. to a 5/8" CAPPED REBAR "LOWERY"; thence S00°02'00"E, leaving said R.O.W. a distance of 2,611.19 feet to a 5/8" CAPPED REBAR "LOWERY"; thence S89°37'21"W, a distance of 1,334.24 feet to a SET 5/8" CAPPED REBAR; thence N00°02'00"W, a distance of 2,611.42 feet to the POINT OF BEGINNING, Said parcel containing 80.00, more or less.

01.3325.0.1

Also Less and Except the following 01.3325.0.1 & 01.3325.0.2

01.3325.0.2

All that portion of the following 01.3323.0.0 lying Southwest of the center line of New Hope Church RD

All that portion of the following 01.3325.0.0 lying Southwest of the center line of Highway 87

01.3327.0.0

- j j .. .

Page Number: 13

West 1/2 of Northwest 1/4 of Southeast 1/4;

South 1/2 of Southeast 1/4.

Southeast 1/4 of lfle Southwest 1/4 of the 20 4 South SEast 35-01-20-0-000-001.000 Northwest 1/4 of Section 21, Township 4 South, 21 4 South 5 East 35-05-21-0-000·001.000 Range S East; Northeast 1/4 of the Southeast 1/4 of section 20, and North 1/2 of the Southwest 1/4 of the Northwest 1/4 of Section 21; and Southwest 1/4 of Southwest 1/4 of the Northwest 1/4 of Section 21, Township 4 South, Range 5 East

Northwest 1/4 of Northwest 1/4; 21 4 South 5 East 35-05· 21 ·0·000-00 l .000 Southeast 1/4 of Northwest 1/4;

Northeast 1/1;

South 1/2.

North 1/2 of Northeast 1/4; 22 4 South S East 35-05-22·0-000-001.000 Southwest 1/4 of Northeast 1/4;

Northeast 1/4 of Southeast: 1/4, LESS ANO EXCEPT 2 aaes described as follows;

C.ommencing on the half mile post on the section line dividing Sections 22 and 23 thence West with the variation of the section line 400 feet to a post;

thence South with the variation of the section line 418 feet to a post; th~ West with the variation of .secoon line 209 feet to a post; thence North with the variation of the section line 418 feet;

thence East With the variation of the section line 209 feet to place of beginning.

South 1/2 of Southeast 1/4; 22 4 south 5 East 35-05-22-0-000-001. 000 Northwest 1/4 of Southeast 1/4;

West 1/2.

East 1/2 of Northeast 1/4. 23 4 south s East 35-66-23-0-000-001.000

South 1/2. 23 4 South 5 East 35-06-23-0-000.001.000

Northeast 1/4; 24 4 South S East 35--06-24-0-000-001.000 Northeast 1/4 of Northwest 1/4; Northwest 1/4 of Southwest 1/4;

South 1/2 of Southwest 1/4.

Northeast 1/4 of Southwest 1/4; SOuthwest 1/4 of 24 4 South 5 East 35-06-24-0-000-001.000 Southe&t 1/4.

Northwest 1/4 of Southeast 1/4; Southeast 1/4 of 24 4 south 5 East 35-06-24-0-000-001.000 Northwest 1/4;

West 1/2 of Northwest 1/4.

01.3327.0.1

All that portion of the following 01.3327.0.0 lying Northwest of the center line of Highway 87

01.3334.0.3

01.3334.0.0

All that portion of the following 01.3334.0.0 lying Northwest of the center line of County Rd 87

01.3335.0.0

01.3336.0.0

01.3337.0.0

01.3338.0.0

01.3339.0.0

01.3340.0.0

01.3341.0.0

01.3342.0.0

01.3345.0.0

Page Number: 14

Northwest 1/4; 25 4 south s East 35-07-25-0-000-002.000 Northwest 1/4 of Southwest 1/4; Northeast 1/4 of 35-07-25-0-000-004.000 Southeast 1/4;

South 1/2 of Southeast 1/4.

North 1/2; 26 4 South S East 35-07-26-0-000-001.000 Northwest 1/4 of Southwest 1/4; Southeast 1/4. 35-07-26-0-000-001.00 l

All 27 -'I South 5 East 35-08-27-0-000·001.000

Northeast 1/4; 28 4 South 5 East 35·08·28-0-000-001.000 East 1/2 of Northwest 1/4;

Southwest 1/4 of Northwest 1/4;

West 1/2 of Southwest 1/4;

North 1/2 of Southeast 1/4;

Southwest 1/4 of Southeast 1/4.

East 1/2 of Southwest 1/4. 28 4 South 5 East 35-08-28·0-000-001.000

East 1/2 of Southeast 1/4; 29 4 South 5East 35-09-29-0-000-005.000 West 1/2 of Southwest 1/4. 35-09-29-0-000-003.000

Toe Southeast 1/4 of the Southeast 1/4 of Section 28 4 South 5 East 35-08-28-0-000-001.000 28; 33 4 South S East 35-08-33-0-000-001.000…