Sabal Trail Transmission, LLC v. 84.115 Acres of Land in Marion County Florida et al

Filing 26

ORDER granting 2 Motion for Partial Summary Judgment; granting 3 Motion for Preliminary Injunction. (See Order for details.) Signed by Judge James S. Moody, Jr on 5/31/2016. (LN)

UNITED STATES DISTRICT COURT
MIDDLE DISTRICT OF FLORIDA
OCALA DIVISION

SABAL TRAIL TRANSMISSION, LLC,
Plaintiff,
v.
+/- 84.115 ACRES OF LAND IN MARION
COUNTY FLORIDA, AZ OCALA
RANCH, LLC, an Arizona limited liability
company, WILL BELLAMY, and
UNKNOWN OWNERS IF ANY,

Case No: 5:16-cv-208-Oc-30PRL
Tract No(s): FL-MA-052.000, FLMA-054.000, FL-MA-056.000,
FL-MA-057.000

Defendants.
________________________________/

ORDER
THIS CAUSE comes before the Court upon the parties’ stipulation to partial
summary judgment confirming Plaintiff Sabal Trail Transmission LLC’s right to condemn
easements and immediate possession in accordance with the Certificate of Public
Convenience and Necessity issued by the Federal Energy Regulatory Commission (Docket
No. CP15-17-000). (Doc. 21).
Accordingly, it is hereby ORDERED AND ADJUDGED:
1.

Plaintiff Sabal Trail Transmission LLC’s Motion for Partial Summary

Judgment (Doc. 2) is GRANTED.
2.

Plaintiff Sabal Trail Transmission LLC’s Motion for Preliminary Injunction

(Doc. 3) is GRANTED.

3.

Plaintiff Sabal Trail Transmission, LLC may immediately access and possess

the areas identified within composite Exhibit A of this order for the purpose of constructing
and operating the subject pipeline project in accordance with the Certificate of Public
Convenience and Necessity issued by the Federal Energy Regulatory Commission (Docket
No. CP15-17-000).
DONE and ORDERED in Tampa, Florida, this 31st day of May, 2016.

Copies furnished to:
Counsel/Parties of Record

2

Jan 25, 2016 - 9:28AM

EXHIBIT A
FL-MA-052.000
35'
15'

P.O.B. 1

50'

PERMANENT
EASEMENT
AREA

T17S - R20E - SEC. 17
T17S - R20E - SEC. 20

T17S - R20E - SEC. 16
T17S - R20E - SEC. 21

646' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

35'
SW 120th AVENUE

1

150'

100'

100'

50'

35'

150'

POINT OF BEGINNING
N 10,528,685.33
E 1,217,964.25

PROPOSED PIPELINE
CENTERLINE

50'
50'
35'
15'

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA
LIMITED LIABILITY
COMPANY

1114' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

SW 152th PLACE

35'

35'

100'

150'

35'

100'

T17S - R20E - SEC. 20
T17S - R20E - SEC. 21

50'

150'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
40869-001-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

15'

50'

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-052.000

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

5012' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE
0

125

250

1"=250'

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20TH 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.
FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND
-IRON PIN

P.O.B. - POINT OF BEGINNING
P.O.T. - POINT OF TERMINATION

PERMANENT EASEMENT

572,535 sq-ft

( 13.144 ac)

TEMPORARY WORKSPACE =

567,540 sq-ft

( 13.029 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

204,665 sq-ft

( 4.698 ac)

N/A

N/A

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38710

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.
RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

SECTION:

17,20,21 TOWNSHIP: 17S

DRAWN:
NJH
DATE: 01/19/16

CHECKED:
EGW
DATE: 01/19/16

FL-MA-052.000.DWG

RANGE:

0
NO.

20E

NJH
BY

ISSUED FOR ACQUISITION
DESCRIPTION

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 01/25/16
PAGE 1 of

01/25/16
DATE

6

1172001.6
PROJ. ID

RJH
APPR.

Jan 25, 2016 - 9:28AM

EXHIBIT A

35'

50'

FL-MA-052.000

50'

15'

SW 152th PLACE

PERMANENT
EASEMENT
AREA

PROPOSED PIPELINE
CENTERLINE

5012' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-052.000

N/F
AZ OCALA RANCH, LLC, AN ARIZONA
LIMITED LIABILITY COMPANY
0

125

250

1"=250'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
40869-001-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20TH 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.
FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND
-IRON PIN

P.O.B. - POINT OF BEGINNING
P.O.T. - POINT OF TERMINATION

PERMANENT EASEMENT

572,535 sq-ft

( 13.144 ac)

TEMPORARY WORKSPACE =

567,540 sq-ft

( 13.029 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

204,665 sq-ft

( 4.698 ac)

N/A

N/A

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38710

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.
RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

SECTION:

17,20,21 TOWNSHIP: 17S

DRAWN:
NJH
DATE: 01/19/16

CHECKED:
EGW
DATE: 01/19/16

FL-MA-052.000.DWG

RANGE:

0
NO.

20E

NJH
BY

ISSUED FOR ACQUISITION
DESCRIPTION

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 01/25/16
PAGE 2 of

01/25/16
DATE

6

1172001.6
PROJ. ID

RJH
APPR.

Jan 25, 2016 - 9:28AM

EXHIBIT A

15'

35'

50'

FL-MA-052.000

50'

SW 152th PLACE

PERMANENT
EASEMENT
AREA

PROPOSED PIPELINE
CENTERLINE

5012' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-052.000

N/F
AZ OCALA RANCH, LLC, AN ARIZONA
LIMITED LIABILITY COMPANY

0

125

250

1"=250'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
40869-001-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20TH 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.
FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND
-IRON PIN

P.O.B. - POINT OF BEGINNING
P.O.T. - POINT OF TERMINATION

PERMANENT EASEMENT

572,535 sq-ft

( 13.144 ac)

TEMPORARY WORKSPACE =

567,540 sq-ft

( 13.029 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

204,665 sq-ft

( 4.698 ac)

N/A

N/A

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38710

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.
RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

SECTION:

17,20,21 TOWNSHIP: 17S

DRAWN:
NJH
DATE: 01/19/16

CHECKED:
EGW
DATE: 01/19/16

FL-MA-052.000.DWG

RANGE:

0
NO.

20E

NJH
BY

ISSUED FOR ACQUISITION
DESCRIPTION

AZ OCALA RANCH, LLC

APPROVED:
NJH
DATE: 01/25/16
PAGE 3 of

01/25/16
DATE

6

1172001.6
PROJ. ID

RJH
APPR.

Jan 25, 2016 - 9:28AM

T17S - R20E - SEC. 21

FL-MA-052.000

35'

50'

PERMANENT
EASEMENT
AREA

SW 152th PLACE

15'

50'

100'

150'

35'

150'
100'

5012' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

T17S - R20E - SEC. 22

EXHIBIT A

35'
50'
50'

35'
15'

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-052.000

SW 110th AVENUE(CL)

PROPOSED PIPELINE
CENTERLINE

993' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

35'
111'

115'

23'

135'

184'

35'

46'

94'

89'

111' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE
2425' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

0

125

250

1"=250'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
40869-001-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20TH 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.
FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND
-IRON PIN

P.O.B. - POINT OF BEGINNING
P.O.T. - POINT OF TERMINATION

PERMANENT EASEMENT

572,535 sq-ft

( 13.144 ac)

TEMPORARY WORKSPACE =

567,540 sq-ft

( 13.029 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

204,665 sq-ft

( 4.698 ac)

N/A

N/A

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38710

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.
RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

SECTION:

17,20,21 TOWNSHIP: 17S

DRAWN:
NJH
DATE: 01/19/16

CHECKED:
EGW
DATE: 01/19/16

FL-MA-052.000.DWG

RANGE:

0
NO.

20E

NJH
BY

ISSUED FOR ACQUISITION
DESCRIPTION

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 01/25/16
PAGE 4 of

01/25/16
DATE

6

1172001.6
PROJ. ID

RJH
APPR.

Jan 25, 2016 - 9:28AM

EXHIBIT A

SW 110th AVENUE(CL)

FL-MA-052.000

T17S - R20E - SEC. 21
T17S - R20E - SEC. 22

PERMANENT
EASEMENT
AREA
N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-052.000

PROPOSED PIPELINE
CENTERLINE

50'

35'

15'

50'

2425' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

0

125

250

1"=250'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
40869-001-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20TH 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.
FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND
-IRON PIN

P.O.B. - POINT OF BEGINNING
P.O.T. - POINT OF TERMINATION

PERMANENT EASEMENT

572,535 sq-ft

( 13.144 ac)

TEMPORARY WORKSPACE =

567,540 sq-ft

( 13.029 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

204,665 sq-ft

( 4.698 ac)

N/A

N/A

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38710

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.
RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

SECTION:

17,20,21 TOWNSHIP: 17S

DRAWN:
NJH
DATE: 01/19/16

CHECKED:
EGW
DATE: 01/19/16

FL-MA-052.000.DWG

RANGE:

0
NO.

20E

NJH
BY

ISSUED FOR ACQUISITION
DESCRIPTION

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 01/25/16
PAGE 5 of

01/25/16
DATE

6

1172001.6
PROJ. ID

RJH
APPR.

Jan 25, 2016 - 9:28AM

EXHIBIT A

SW 110th AVENUE(CL)

FL-MA-052.000

PERMANENT
EASEMENT
AREA
N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-052.000

T17S - R20E - SEC. 21
T17S - R20E - SEC. 22

2425' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

PROPOSED PIPELINE
CENTERLINE

35'
50'
50'

15'
2

POINT OF TERMINATION
N 10,523,348.14
E 1,224,082.72

SW 160th STREET(CL)
T17S - R20E - SEC. 22
T17S - R20E - SEC. 27

T17S - R20E - SEC. 21
T17S - R20E - SEC. 28
P.O.T. 2

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY

T17S - R20E - SEC. 28
T17S - R20E - SEC. 27

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
40869-001-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

0

125

250

1"=250'

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20TH 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.
FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND
-IRON PIN

P.O.B. - POINT OF BEGINNING
P.O.T. - POINT OF TERMINATION

PERMANENT EASEMENT

572,535 sq-ft

( 13.144 ac)

TEMPORARY WORKSPACE =

567,540 sq-ft

( 13.029 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

204,665 sq-ft

( 4.698 ac)

N/A

N/A

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38710

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.
RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

SECTION:

17,20,21 TOWNSHIP: 17S

DRAWN:
NJH
DATE: 01/19/16

CHECKED:
EGW
DATE: 01/19/16

FL-MA-052.000.DWG

RANGE:

0
NO.

20E

NJH
BY

ISSUED FOR ACQUISITION
DESCRIPTION

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 01/25/16
PAGE 6 of

01/25/16
DATE

6

1172001.6
PROJ. ID

RJH
APPR.

EXHIBIT A   

 Page 1 of 2 

SABAL TRAIL TRANSMISSION
AREA OF PERMANENT EASEMENT
40869-001-00
CITY OF DUNNELLON, MARION COUNTY, FLORIDA
Permanent Easement Area
A permanent easement of 50 feet width, in, over and across land now or formerly of AZ OCALA RANCH, LLC, AN
ARIZONA LIMITED LIABILITY COMPANY (Grantor), lying in Section 17,20,21 - Township 17S - Range 20E in the
City of Dunnellon, Florida, designated as assessor tract 40869-001-00 with the County of Marion Property Appraiser, and
more particularly described in Book 5455 Page 1624 with the Official Records of the Clerk of Courts of Marion County
(OR). Said permanent easement is defined as an offset each side of a proposed pipeline centerline and is more particularly
described as follows:
Beginning at a point of intersection of the easterly boundary of land now or formerly of AZ OCALA RANCH, LLC, AN
ARIZONA LIMITED LIABILITY COMPANY, designated as tract 40868-000-00 and more particularly described in
Book 5455 Page 1624, with said proposed pipeline centerline, said POINT OF BEGINNING having a UTM Zone 17
North NAD83 (2007) US Survey Feet Coordinate of North 10,528,685.33 and East 1,217,964.25, where said permanent
easement is defined as being 50 feet in width, 35 feet offset and 15 feet offset each side of said proposed pipeline
centerline, thence passing through said land of the Grantor along said proposed pipeline centerline the following courses
and distances:
S 89° 20' 40" E

a distance of 860.60 feet, more or less to a point, thence;

S 00° 27' 03" W

a distance of 1,363.87 feet, more or less to a point, thence;

S 89° 04' 00" E

a distance of 174.45 feet, more or less to a point, thence;

N 88° 52' 56" E

a distance of 112.26 feet, more or less to a point, thence;

S 89° 46' 02" E

a distance of 720.73 feet, more or less to a point, thence;

S 89° 42' 13" E

a distance of 1,202.25 feet, more or less to a point, thence;

S 89° 48' 29" E

a distance of 1,423.01 feet, more or less to a point, thence;

S 89° 46' 45" E

a distance of 1,017.31 feet, more or less to a point, thence;

S 89° 43' 14" E

a distance of 611.47 feet, more or less to a point, thence;

S 00° 16' 46" W

a distance of 80.00 feet, more or less to a point, thence;

S 00° 20' 09" W

a distance of 1,084.21 feet, more or less to a point, thence;

S 01° 19' 20" W

a distance of 150.47 feet, more or less to a point, thence;

S 08° 47' 21" E

a distance of 200.00 feet, more or less to a point, thence;

S 00° 12' 24" W

a distance of 488.85 feet, more or less to a point, thence;

S 00° 24' 14" W

a distance of 619.70 feet, more or less to a point, thence;

S 00° 14' 27" W

a distance of 609.24 feet, more or less to a point, thence;

S 00° 21' 09" W

a distance of 667.03 feet, more or less to a point, thence;

S 00° 20' 42" W

a distance of 44.99 feet, more or less to a point of intersection of the northerly boundary of other
land now or formerly of AZ OCALA RANCH, LLC, AN ARIZONA LIMITED LIABILITY
COMPANY, designated as tract 41109-002-00 and more particularly described in Book 5455
Page 1624 with said proposed pipeline centerline, and the POINT OF TERMINATION, which
concludes the defined permanent easement as it pertains to the Grantor's land described herein
(said POT having a UTM Zone 17 North NAD83 (2007) US Survey Feet Coordinate of North
10,523,348.14 and East 1,224,082.72).

The above described Permanent Easement Area contains 13.144 acres more or less, and is also depicted on a plat prepared
by SGC Engineering, LLC entitled: "FL-MA-052.000 - PERMANENT PIPELINE EASEMENT & TEMPORARY
WORKSPACE AREAS, OWNER: "AZ OCALA RANCH, LLC", Dated: January 25th 2016, previously unrecorded but
made a part of this conveyance.

      Legal_FL‐MA‐052.000.docx   

January 25, 2016

EXHIBIT A   

 Page 2 of 2 

The intent of this deed is to describe and convey a contiguous permanent easement of 50 feet width, herein defined as an
offset each side of a proposed pipeline centerline, in as much the Grantor has rights from other land now or formerly of
AZ OCALA RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY to other land now or formerly of AZ
OCALA RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY. Easement limits propagate by, along, and
through the land of the Grantor, to the extent as shown on EXHIBIT A or as a subsequent boundary survey may
determine.

_________________________________________
Raymond J. Hintz
State of Florida
Professional Surveyor and Mapper No. PSM4908

      Legal_FL‐MA‐052.000.docx   

January 25, 2016

EXHIBIT A

Page 1 of 1

SABAL TRAIL TRANSMISSION
AREA OF PERMANENT EASEMENT
40868-000-00
CITY OF DUNNELLON, MARION COUNTY, FLORIDA
Permanent Easement Area
A permanent easement of 50 feet width, in, over and across land now or formerly of AZ OCALA RANCH, LLC, AN
ARIZONA LIMITED LIABILITY COMPANY (Grantor), lying in Section 17,20 - Township 17S - Range 20E in the City
of Dunnellon, Florida, designated as assessor tract 40868-000-00 with the County of Marion Property Appraiser, and
more particularly described in Book 5455 Page 1624 with the Official Records of the Clerk of Courts of Marion County
(OR). Said permanent easement is defined as an offset each side of a proposed pipeline centerline and is more particularly
described as follows:
Beginning at a point of intersection of the easterly boundary of now or formerly DRAKE RANCH designated as tract
40866-000-00, with said proposed pipeline centerline, said POINT OF BEGINNING having a UTM Zone 17 North
NAD83 (2007) US Survey Feet Coordinate of North 10,527,892.27 and East 1,213,573.37, where said permanent
easement is defined as being 50 feet in width, 25 feet offset each side of said proposed pipeline centerline, thence passing
through said land of the Grantor along said proposed pipeline centerline the following courses and distances:
N 41° 44' 52" E

a distance of 107.68 feet, more or less to a point, thence;

N 42° 30' 16" E

a distance of 1,023.07 feet, more or less to a point wherein said permanent easement transitions to
35 feet offset northerly and 15 feet southerly each side of said proposed pipeline centerline,
thence;

S 89° 20' 40" E

a distance of 3,628.17 feet, more or less to a point of intersection of the westerly boundary of
other land now or formerly of AZ OCALA RANCH, LLC, AN ARIZONA LIMITED
LIABILITY COMPANY, designated as tract 40869-001-00 and more particularly described in
Book 5455 Page 1624 with said proposed pipeline centerline, and the POINT OF
TERMINATION, which concludes the defined permanent easement as it pertains to the Grantor's
land described herein (said POT having a UTM Zone 17 North NAD83 (2007) US Survey Feet
Coordinate of North 10,528,685.33 and East 1,217,964.25).

The above described Permanent Easement Area contains 5.468 acres more or less, and is also depicted on a plat prepared
by SGC Engineering, LLC entitled: "FL-MA-054.000 - PERMANENT PIPELINE EASEMENT & TEMPORARY
WORKSPACE AREAS, OWNER: "AZ OCALA RANCH, LLC", Dated: February 2nd, 2016 previously unrecorded but
made a part of this conveyance.
The intent of this deed is to describe and convey a contiguous permanent easement of 50 feet width, herein defined as an
offset each side of a proposed pipeline centerline, in as much the Grantor has rights from other land now or formerly of
DRAKE RANCH to other land now or formerly of AZ OCALA RANCH, LLC, AN ARIZONA LIMITED LIABILITY
COMPANY. Easement limits propagate by, along, and through the land of the Grantor, to the extent as shown on
EXHIBIT A or as a subsequent boundary survey may determine.

_________________________________________
Raymond J. Hintz
State of Florida
Professional Surveyor and Mapper No. PSM4908

Legal_FL-MA-054.000.docx

February 2, 2016

Jan 25, 2016 - 8:33AM

EXHIBIT A
FL-MA-057.000

35'
50'

P.O.B. 1

15'

SW 110th AVENUE(CL)

79' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE
50'

PERMANENT
EASEMENT
AREA

FOUND MONUMENTS

T17S - R20E - SEC. 22
T17S - R20E - SEC. 27

MATCHLINE A

3,610' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

PROPOSED PIPELINE
CENTERLINE

T17S - R20E - SEC. 28
T17S - R20E - SEC. 27

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED
LIABILITY COMPANY

DETAIL
NOT TO SCALE

15'

50'

SW 160th STREET(CL)

SEE DETAIL

SHEET 1 OF 8
SHEET 2 OF 8

PROPOSED PIPELINE
CENTERLINE

35'

N/F
AZ OCALA RANCH, LLC, AN
ARIZONA LIMITED
LIABILITY COMPANY

15'

50'

29'

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE

1

POINT OF BEGINNING
N 10,523,348.14
E 1,224,082.72

- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
GB
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 1 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

Jan 25, 2016 - 8:33AM

EXHIBIT A

50'

35'

SHEET 1 OF 8
SHEET 2 OF 8

SHEET 2 OF 8
SHEET 3 OF 8

FL-MA-057.000

SW 160th STREET(CL)

50'

3,610' X 15'
ADDITIONAL
TEMPORARY
WORKSPACE

PROPOSED PIPELINE
CENTERLINE

PERMANENT
EASEMENT
AREA

MATCHLINE B

MATCHLINE A

15'

T17S - R20E - SEC. 22
T17S - R20E - SEC. 27

400' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
GB
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 2 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

Jan 25, 2016 - 8:33AM

EXHIBIT A

SHEET 3 OF 8
SHEET 4 OF 8

35'

50'

SHEET 2 OF 8
SHEET 3 OF 8

T17S - R20E - SEC. 22
T17S - R20E - SEC. 23

FL-MA-057.000

SW 160th STREET(CL)

200' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

T17S - R20E - SEC. 27
T17S - R20E - SEC. 26

MATCHLINE B

PERMANENT
EASEMENT
AREA
PROPOSED PIPELINE
CENTERLINE

MATCHLINE C

50'

15'

T17S - R20E - SEC. 23
T17S - R20E - SEC. 26

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
GB
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 3 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

Jan 25, 2016 - 8:33AM

EXHIBIT A

35'

50'

SHEET 3 OF 8
SHEET 4 OF 8

SHEET 4 OF 8
SHEET 5 OF 8

FL-MA-057.000

SW 160th STREET(CL)

PERMANENT
EASEMENT
AREA

MATCHLINE D

MATCHLINE C

50'

15'

T17S - R20E - SEC. 23
T17S - R20E - SEC. 26

PROPOSED PIPELINE
CENTERLINE

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
GB
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 4 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

Jan 25, 2016 - 8:33AM

EXHIBIT A

SHEET 5 OF 8
SHEET 6 OF 8

PERMANENT
EASEMENT
AREA

PROPOSED PIPELINE
CENTERLINE

50'

MATCHLINE D

MATCHLINE E

T17S - R20E - SEC. 23
T17S - R20E - SEC. 26

50'

SW 160th STREET(CL)

25'

15'

50'
35'

SHEET 4 OF 8
SHEET 5 OF 8

FL-MA-057.000

250' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

350' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
GB
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 5 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

Jan 25, 2016 - 8:33AM

EXHIBIT A

SHEET 6 OF 8
SHEET 7 OF 8

T17S - R20E - SEC. 23
T17S - R20E - SEC. 24

FL-MA-057.000

35'

50'

SHEET 5 OF 8
SHEET 6 OF 8

PERMANENT
EASEMENT
AREA

SW 160th STREET(CL)

MATCHLINE E

50'

MATCHLINE F

15'

T17S - R20E - SEC. 24
T17S - R20E - SEC. 25

FOUND MONUMENTS

T17S - R20E - SEC. 26
T17S - R20E - SEC. 25

200' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

PROPOSED PIPELINE
CENTERLINE

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
GB
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 6 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

Jan 25, 2016 - 8:33AM

EXHIBIT A

SHEET 7 OF 8
SHEET 8 OF 8
15'

35'

50'

PERMANENT
EASEMENT
AREA

SW 160th STREET(CL)

25'

MATCHLINE F

50'

PROPOSED PIPELINE
CENTERLINE

T17S - R20E - SEC. 24
T17S - R20E - SEC. 25

200' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

MATCHLINE G

SHEET 6 OF 8
SHEET 7 OF 8

FL-MA-057.000

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
GB
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 7 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

Jan 25, 2016 - 8:33AM

EXHIBIT A
FL-MA-057.000

10'
SW 160th STREET(CL)

50'
25'

35'

SW 160th STREET(CL)
T17S - R20E - SEC. 24
T17S - R20E - SEC. 25

107'

25'

40'

50'

50'

MATCHLINE G

25'

50'

15'

15'

SHEET 7 OF 8
SHEET 8 OF 8

PERMANENT
EASEMENT
AREA

200' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

200' X 50'
ADDITIONAL
TEMPORARY
WORKSPACE

P.O.T. 2

PROPOSED PIPELINE
CENTERLINE
339' X 150'
ADDITIONAL
TEMPORARY
WORKSPACE

N/F
AZ OCALA RANCH, LLC,
AN ARIZONA LIMITED LIABILITY COMPANY
FL-MA-057.000

N/F
FARRIOR INVESTMENTS LTD., A
FLORIDA LIMITED PARTNERSHIP

2
FOUND MONUMENTS

- ABUTTER LINE

- REBAR WITH CAP

- PIPELINE CL PI

- REBAR, NO CAP

POINT OF TERMINATION
N 10,523,172.21
E 1,240,031.65

- LOCUS PROPERTY LINE
- ASSESSOR PARCEL

- CONCRETE BOUND

P.O.B. - POINT OF BEGINNING

-IRON PIN

0

150

300

P.O.T. - POINT OF TERMINATION
1"=300'

NOTES:
1) THE LOCUS PARCEL IS KNOWN AS TRACT
41109-002-00. ABUTTING PROPERTY LINES AND
OWNER INFORMATION REFERENCED HEREON WERE
TAKEN FROM THE MARION COUNTY PROPERTY
APPRAISER'S DATA AS OF THE DATE OF THIS SURVEY.
2) THE LOCUS PROPERTY LINES AS SHOWN HEREON
ARE BASED ON A FIELD SURVEY CONDUCTED IN APRIL
2015, AND PROPERTY RETRACEMENT OF A LIMITED
TITLE CERTIFICATE PROVIDED BY DOYLE LAND
SERVICES, INC. THIS MAP MEETS OR EXCEEDS THE
STANDARDS OF PRACTICE FOR A SPECIAL PURPOSE
SURVEY AS SET OUT IN 5J-17.050(10)(J) F.A.C.
3) THE INTENT OF THIS SPECIAL PURPOSE SURVEY MAP
IS TO DEPICT A CONTIGUOUS PERPETUAL EASEMENT
TOGETHER WITH ASSOCIATED TEMPORARY
WORKSPACES FOR THE OPERATION, MAINTENANCE,
AND CONSTRUCTION OF A NATURAL GAS PIPELINE. NO
REPORT WAS PREPARED IN CONJUNCTION WITH THIS
MAP.

4) BEARINGS, DISTANCES (U.S. SURVEY FEET), AND
COORDINATES (U.S. SURVEY FEET) ARE GRID
REFERENCED TO UTM ZONE 17 NORTH NAD 83 (2007).
5) SURVEY DATA UTILIZED IN PREPARATION OF THESE
PLANS WAS COLLECTED UTILIZING RTK-GPS
EQUIPMENT AND TECHNIQUES. HORIZONTAL AND
VERTICAL CONTROL WAS ESTABLISHED BY SGC
ENGINEERING, LLC, TO AN ACCURACY WHICH
EXCEEDS A 1:10,000 CLOSURE, AND IS DOCUMENTED
IN A GEODETIC SURVEY CONTROL REPORT DATED
SEPTEMBER 13th 2013. THE EXPECTED RELATIVE
ACCURACY OF SURVEY DATA IS 0.1' HORIZONTALLY
AND 0.2' VERTICALLY. RECORDS OF MEASUREMENT
AND REPORTS USED TO PRODUCE THIS MAP SHALL BE
MAINTAINED BY SGC ENGINEERING, LLC.
6) THIS PLAN AND ALL WORK ASSOCIATED WITH IT WAS
PERFORMED BY: SGC ENGINEERING, LLC,
PROFESSIONAL SURVEYOR & MAPPER FLORIDA
BUSINESS LICENSE NO. LB7979; PRINCIPAL ADDRESS:
501 COUNTY ROAD, WESTBROOK, ME 04092.

RECORD DEED(S):
- A SPECIAL WARRANTY DEED OF CONVEYANCE UNTO AZ OCALA
RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY, RECORDED
IN BOOK 5455 PAGE 1624 ON DECEMBER 20th 2010 IN THE OFFICIAL
RECORDS OF THE CLERK OF COURTS (OR) - MARION COUNTY.

PERMANENT EASEMENT

797,475 sq-ft

(18.308 ac)

TEMPORARY WORKSPACE =

776,780 sq-ft

(17.832 ac)

ADDITIONAL
TEMPORARY WORKSPACE =

PLAT NUMBER:

=

209,630 sq-ft

(4.812 ac)

N/A sq-ft

(N/A ac)

TEMPORARY ACCESS
ROAD (25' WIDTH)

1657-PL-DG-38262

=

CERTIFICATE OF SURVEYOR
I HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS
OF PRACTICE FOR A "SPECIAL PURPOSE SURVEY". THIS SURVEY
MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA
LICENSED PROFESSIONAL SURVEYOR AND MAPPER.

1

SECTION:

25-28 TOWNSHIP: 17S

DRAWN:
JAP
DATE: 04/16/15

CHECKED:
DTO
DATE: 04/20/15

FL-MA-057.000.DWG

RANGE:

20E

NJH

RE-ISSUED FOR ACQUISITION

1172001.6

RJH

04/28/15
DATE

JAP
BY

ISSUED FOR ACQUISITION
DESCRIPTION

1172001.6
PROJ. ID

RJH
APPR.

AZ OCALA RANCH, LLC

APPROVED:
RJH
DATE: 04/28/15
PAGE 8 of

01/25/16

0
NO.

RAYMOND J. HINTZ
PROFESSIONAL SURVEYOR AND MAPPER PSM4908

8

 Page 1 of 1 

EXHIBIT A   
SABAL TRAIL TRANSMISSION
AREA OF PERMANENT EASEMENT
41109-002-00
CITY OF DUNNELLON, MARION COUNTY, FLORIDA
Permanent Easement Area

A permanent easement of 50 feet width, in, over and across land now or formerly of AZ OCALA RANCH, LLC, AN
ARIZONA LIMITED LIABILITY COMPANY (Grantor), lying in Section 25-28 - Township 17S - Range 20E in the
City of Dunnellon, Florida, designated as assessor tract 41109-002-00 with the County of Marion Property Appraiser, and
more particularly described in Book 5455 Page 1624 with the Official Records of the Clerk of Courts of Marion County
(OR). Said permanent easement is defined as an offset each side of a proposed pipeline centerline and is more particularly
described as follows:
Beginning at a point of intersection of the southerly boundary of other land now or formerly of AZ OCALA RANCH,
LLC, AN ARIZONA LIMITED LIABILITY COMPANY, designated as tract 40869-001-00 and more particularly
described in Book 5455 Page 1624, with said proposed pipeline centerline, said POINT OF BEGINNING having a UTM
Zone 17 North NAD83 (2007) US Survey Feet Coordinate of North 10,523,348.14 and East 1,224,082.72, where said
permanent easement is defined as being 50 feet in width, 15 feet offset westerly and 35 feet offset easterly of said
proposed pipeline centerline, thence passing through said land of the Grantor along said proposed pipeline centerline the
following courses and distances:
S 00° 20' 42" W

a distance of 35.01 feet, more or less to a point wherein said permanent easement transitions to 35
feet offset northerly and 15 feet southerly each side of said proposed pipeline centerline, thence;

S 89° 39' 13" E

a distance of 135.01 feet, more or less to a point, thence;

S 89° 38' 55" E

a distance of 5,198.82 feet, more or less to a point, thence;

S 89° 39' 10 " E

a distance of 2,645.04 feet, more or less to a point, thence;

S 89° 38' 44 " E

a distance of 2,651.84 feet, more or less to a point, thence;

S 89° 57' 57 " E

a distance of 2,699.72 feet, more or less to a point, thence;

S 89° 57' 54" E

a distance of 1,376.33 feet, more or less to a point, wherein the proposed pipeline centerline
transitions from 50 feet in width, 15 feet offset southerly and 35 feet offset northerly of said
proposed pipeline centerline to 50 feet in width, 25 feet offset each side of said proposed pipeline
centerline, thence;

S 84° 36' 58 " E

a distance of 668.91 feet, more or less to a point, thence;

S 88° 56' 58" E

a distance of 576.68 feet, more or less to a point of intersection of the westerly boundary of land
now or formerly of FARRIOR INVESTMENTS LTD., A FLORIDA LIMITED PARTNERSHIP,
designated as tract 41109-018-01 and more particularly described in Book 2908 Page 1613 with
said proposed pipeline centerline, and the POINT OF TERMINATION, which concludes the
defined permanent easement as it pertains to the Grantor's land described herein (said POT
having a UTM Zone 17 North NAD83 (2007) US Survey Feet Coordinate of North
10,523,172.21 and East 1,240,031.65).

The above described Permanent Easement Area contains 18.308 acres more or less, and is also depicted on a plat prepared
by SGC Engineering, LLC entitled: "FL-MA-057.000 - PERMANENT PIPELINE EASEMENT & TEMPORARY
WORKSPACE AREAS, OWNER: "AZ OCALA RANCH, LLC", Dated: January 25th 2016, previously unrecorded but
made a part of this conveyance.
The intent of this deed is to describe and convey a contiguous permanent easement of 50 feet width, herein defined as an
offset each side of a proposed pipeline centerline, in as much the Grantor has rights from other land now or formerly of
AZ OCALA RANCH, LLC, AN ARIZONA LIMITED LIABILITY COMPANY to land now or formerly of FARRIOR
INVESTMENTS LTD., A FLORIDA LIMITED PARTNERSHIP. Easement limits propagate by, along, and through
the land of the Grantor, to the extent as shown on EXHIBIT A or as a subsequent boundary survey may determine.

_________________________________________
Raymond J. Hintz
State of Florida
Professional Surveyor and Mapper No. PSM4908

      Legal_FL‐MA‐057.000.docx   

January 25, 2016