SW6211202_Plansheet - Existing Conditions_Survey_20220223

RECORD LEGAL DESCRIPTION
DEED BOOK 835 PAGE 679
Beginning at a point in the center of US Highway 74, said point being located North 19 degrees 54 minutes 15
seconds East 30.00 feet from an existing 3/4 inch iron pipe in a ditch in the southwestern right-of-way (30 feet from
center) of US Highway 74, a corner of the original tract of which this is a part, said point also being located North 56
degrees 52 minutes 06 seconds West 902.08 feet from NCGS Monument "ENERGY" and running thence as the center
of said highway, North 55 degrees 36 minutes West 2908.98 feet to a point in said highway; thence a new line North
34 degrees 24 minutes East 65.0 feet to a point on an existing NC Department of Transportation Concrete
Right -of -Way Monument in the new northeastern right of way of US Highway 74; thence as said right of way North
55 degrees 36 minutes West 229.77 feet to a stake in the center of a ditch; thence as the center of said ditch, North
37 degrees 35 minutes East 571.06 feet to a bend in said ditch; thence continuing as the center of said ditch, North
44 degrees 49 minutes 30 seconds East 55.92 feet to a new 3/4 inch iron pipe at the center line intersection of said
ditch with a large canal; thence as the various courses of the center of said canal the following bearings and
distances, South 55 degrees 05 minutes 45 seconds East 492.68 feet; South 55 degrees 11 minutes East 425.0 feet;
South 74 degrees 21 minutes 30 seconds East 91.27 feet; South 85 degrees 26 minutes East 91.27 feet; North 75
degrees 23 minutes 30 seconds East 152.79 feet; and North 50 degrees 27 minutes East 250.72 feet to a stake in
the center of said canal; thence South 60 degrees 48 minutes East passing through a new 3/4 inch iron pipe on the
bank of said canal at 10.0 feet and continuing a total distance of 612.26 feet to a new 3/4 inch iron pipe by a new
pine pointer; thence South 42 degrees 17 minutes 45 seconds East 1020.30 feet to an existing 1/2 inch iron pipe in
the Lumber River Swamp, the most northern corner of that 2.0 acre tract conveyed to Evalyn Morgan Messer;
thence as the northwestern line of said tract and beyond, to and as the center of a ditch, South 19 degrees 54
minutes 15 seconds West 965.45 feet to the beginning, containing
63.25 acres, more or less,
LESS AND EXCEPT:
Tract 1:
LYING AND BEING IN MAXTON TOWNSHIP, ROBESON COUNTY, NORTH CAROLINA,
LOCATED APPROXIMATELY 1.8 MILE SOUTHEAST OF THE TOWN OF MAXTON, ON THE
NORTHEAST SIDE OF BUT NOT ADJACENT TO US HWY ALT 74. BOUNDED ON THE NORTH BY THE STATE OF NORTH
CAROLINA (DEED BOOK 1485 PG. 843), ON ALL OTHER SIDES BY THE LANDS OF ROBERT M. MORGAN, et al (DEED
BOOK 835 PG. 679) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: BEGINNING AT A REBAR
SET, SAID REBAR BEING LOCATED NORTH 24 DEG. 02 MIN. 16 SEC. WEST 1334.33 FEET FROM A POINT IN THE
CENTER -LINE OF US HWY ALT 74, SAID POINT BEING THE POINT OF BEGINNING AS DESCRIBED IN DEED BOOK
835 PG. 679 SAID POINT OF BEGINNING BEING FURTHER LOCATED NORTH 19 DEG. 53 MIN. 28 SEC EAST 30.99
FEET FROM AN IRON PIPE FOUND, SAID IRON PIPE BEING LOCATED NORTH 58 DEG. 48 MIN. 43 SEC WEST 895.28
FROM NCGS MONUMENT "ENERGY" AND RUNNING THENCE AS A NEW LINE NORTH 56 DEG. 16 MIN. 24 SEC. WEST
936.08 FEET TO A REBAR SET, SAID REBAR BEING IN THE LINE OF THE LANDS DESCRIBED TO THE STATE OF
NORTH CAROLINA IN DEED BOOK 1485 PG. 845, THENCE AS THE LINE OF THE STATE OF NORTH CAROLINA THE
FOLLOWING COURSES AND DISTANCES SOUTH 82 DEG. 23 MIN. 03 SEC. EAST 219.29 FEET TO AN IRON ROD AND
CAP, NORTH 46 DEG. 18 MIN. 58 SEC. EAST 340.22 FEET TO AN IRON ROD AND CAP, SOUTH 78 DEG. 00 MIN. 31
SEC. EAST 284.90 FEET TO AN IRON ROD AND CAP, SOUTH 56 DEG. 03 MIN. 17 SEC. EAST 347.97 FEET TO AN
IRON ROD AND CAP, SOUTH 09 DEG. 29 MIN. 08 SEC EAST 109.67 FEET TO A REBAR SET, THENCE AS A NEW LINE
SOUTH 36 DEG. 35 MIN. 36 SEC. WEST 453.39 FEET TO THE BEGINNING CONTAINING 8.58 AC. MORE OR LESS
AND BEING A PORTION OF THE REMAINING LANDS DESCRIBED IN DEED BOOK 835 PG. 679, ROBESON COUNTY
REGISTRY.
Tract 2:
LYING AND BEING IN MAXTON TOWNSHIP, ROBESON COUNTY, NORTH CAROLINA.
LOCATED APPROXIMATELY 1.8 MI. SOUTHEAST OF THE TOWN OF MAXTON, ON THE NORTHEAST SIDE OF BUT NOT
ADJACENT TO NC HWY ALT 74. BOUNDED ON THE NORTHWEST AND NORTH EAST BY THE STATE OF NORTH
CAROLINA (DEED BOOK 1485 PG. 843) ON ALL OTHER SIDES BY THE LANDS OF ROBERT M. MORGAN
et al, (DEED BOOK 835 PG. 679) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT:
BEGINNING AT A REBAR SET, SAID REBAR BEING LOCATED NORTH 19 DEG. 53 MIN. 28 SEC. WEST 656.56 FEET
AND NORTH 28 DEG. 17 MIN. 57 SEC. EAST 359.49 FEET FROM A POINT IN THE CENTER -LINE OF US HWY ALT 74
SAID POINT BEING THE POINT OF BEGINNING AS DESCRIBED IN DEED BOOK 835 PG. 679 SAID POINT BEING
FURTHER LOCATED NORTH 19 DEG. 53 MIN. 28 SEC. EAST 30.99 FROM AN IRON PIPE FOUND, SAID IRON PIPE
BEING LOCATED NORTH 58 DEG. 48 MIN. 43 SEC. WEST 895.28 FEET FROM NCGS MONUMENT "ENERGY" AND
RUNNING THENCE AS A NEW LINE AND THE EASTERN LINE OF A 50 FT. EASEMENT NORTH 28 DEG. 17 MIN. 57
SEC. WEST 250.65 FEET TO AN IRON ROD AND CAP, A CORNER OF THE LANDS OF THE STATE OF NORTH
CAROLINA, THENCE WITH THE LINE OF SAID STATE OF NORTH CAROLINA NORTH 57 DEG. 34 MIN. 42 SEC. EAST
127.75 FEET TO AN IRON ROD AND CAP, THENCE CONTINUING WITH THE LINE OF THE STATE OF NORTH
CAROLINA SOUTH 42 DEG. 22 MIN. 25 SEC. EAST 183.14 FEET TO A REBAR SET, THENCE AS A NEW LINE SOUTH
36 DEG. 09 MIN. 13 SEC. WEST 190.59 FEET TO THE POINT OF BEGINNING CONTAINING 0.76 AC. MORE OR LESS
AND BEING A PORTION OF THE LANDS DESCRIBED IN DEED BOOK 835 PG. 679, ROBESON COUNTY REGISTRY.
5/8" REBAR FOUND
_ IN DITCH 3" HIGH
CAP # 4798
TREE
DITCH RUNS WITH
BOUNDARY
ZONING NOTES PER LETTER FROM
FLS ENERGY DATED 3-7-16
* THE LEASED AREA IS ZONED RA AND H1 (AS SHOWN).
* SETBACKS: 70 FEET FROM THE CENTER OF STATE MAINTAINED
HIGHWAY, 30 FEET FROM ALL OTHER PROPERTY LINES.
SURVEYOR NOTES
* All areas calculated by coordinate computation method.
* No underground utilities where found marked at the time of the
survey. Utilities shown are based on above ground observed
evidence.
* All distances shown hereon are horizontal ground distances unless
otherwise noted.
* Zoning boundary shown per Robeson County GIS.
* This survey may be subject to all rights -of -way, easements,
reservations and restrictions, written and unwritten, recorded and
unrecorded.
* No intersecting street specified by the client.
* Any streams, creeks, ponds, lakes, wetlands, etc. located on this
property, shown or not shown hereon, may be subject to buffer
areas. It is the owner/developer's responsibility to have the areas
designated by person (s)/firm(s) authorized, by the proper
authorities, to make such determination.
* Per Wetlands Determination issued by Alpha Environmental
Sciences Project Number 14.102.02 there are no wetlands delineated
within the described project area.
* Table A Item 21: Show wooded areas.
* Property Address: 13582 US 74 Hwy. West, Maxtor, North Carolina
28364.
FLS ENERGY REQUESTED NOTES
1. No buildings existing on the surveyed property.
2. The Premises is made up of a portion of a tax parcel number 9305-90-3592 per
County GIS.
3. Said Premises (Lease Area) is a portion of the property described in Deed Book
835 Page 679.
4. Based on information provided by FLS Energy, all utilities for the operation of the
Premises are available at the lot lines, enter said tract through adjoining public
streets and do not run through or under any buildings or improvements.
5. Based on plans provided by FLS Energy, there are no violations of zoning
ordinances, restrictions or other rules or regulations with reference to the location of
all buildings, structures and improvements situated on the Premises and the number
and configuration of parking spaces.
6. Except as shown, there are no visible or recorded easements or rights of way
across said Premises per information provided in the Title Commitment.
7. There are no other easements or rights of way of which the undersigned has been
advised.
8. Based on information provided by FLS Energy, there are no encroachments onto
adjoining premises, streets or alleys or any easements burdening the Premises by
any buildings, structures or other improvements, except as shown i.e. ATV path
meanders within a portion of the boundary as shown, and no encroachments onto
said Premises or easements benefiting said Premises by buildings, structures or other
improvements situated on adjoining premises.
9. Based on graphical location information from the North Carolina Flood Plain
Mapping Program, a portion of the subject lease area lies within Zone X 0.2% annual
chance flood hazard, areas of 1% annual chance flood with average depth less than
one foot or with drainage areas of less that one square mile, as shown on National
Flood Insurance Program Flood Insurance Rate Maps 37109305001, 37109314001, 1
3710931500J, and 3710930400J. Maps Revised 01/19/05. f
10. Based on information provided by FLS Energy, all roads, streets and highways f
shown therein are completed and dedicated public streets and have been accepted
for public maintenance.
11. Based on information provided by FLS Energy, the Premises has access to a it
dedicated public street or streets known as Andrew Jackson Hwy.
DEPARTMENT OF TRANSPORTATION,
AN AGENCY OF THE STATE OF NORTH CAROLINA
D.B. 1485 PG. 843
INC DOT DISC
FOUND 4" DEE
N:351052.12
NC DOT DISC E:1908847.95
S 5018'02" E FOUND 2" DEEP NAD 83 (2001)
30'
WIRE FENCE
407.88' • \ 2g3g„ ZONE AE �2 2A' ado.
6879 of S 55'334'003" E-- - o i 1�Q�
275.98'
5/8" REBAR 5/8" REBAR FOUND
FOUND FLUSH FLUSH CAP # 4798 I
CAP # 4798 ZONE X 0.2% Annual Chance Flood Hazard �I
LEGAL DESCRIPTION FOR LEASE AREA
D.B. 2001 PG. 247
Being located within the Maxton Township in Robeson County, North Carolina, and being more
particularly described as follows:
BEGINNING at a 5/8" Rebar with cap #4798 found, said rebar being a new lease boundary corner and
common corner to the remainder of Robert M. Morgan and Robert M. Morgan Jr.,( D.B. 835 Pg.679),
and said rebar having a North Carolina State Plane Coordinate system Northing of 350000.66 feet and
Easting of 1910388.10 feet, said coordinates being related to the NAD83 (2001) datum; said rebar lies
N 29032'51" E a distance of 1378.02' from NCGS Monument ENERGY (PID EB1634),said monument
having a North Carolina State Plane Coordinate system coordinates of Northing 348801.96 feet and
Easting 1911067.60 feet;
Thence, from the beginning thus established the following six (6) calls with said new lease boundary:
1. S 22157'26" W a distance of 607.35 feet to a 5/8" Rebar with cap #4798 found flush;
2. Thence, S 22057'26" W a distance of 14.62 feet to a Point in the northern margin of Andrew Jackson
Highway (Alt. Hwy. 74);
3. Thence, N 55045'48" W a distance of 572.24 feet to a Point in the northern margin of Andrew
Jackson Highway (Alt. Hwy. 74);
4. Thence, N 34122'08" E a distance of 13.45 feet to a 5/8" Rebar with cap #4798 found flush;
5. Thence, N 55038'24" W a distance of 722.54 feet to a 5/8"Rebar with cap #4798 found flush;
6. Thence, S 34122'08" W a distance of 27.69 feet to a Point in the centerline of Andrew Jackson Hwy.,
in the line of Robert M. Morgan and Annis J. Morgan (D.B. 691 Pg. 791) ;
Thence,with the common line of said Morgan property and the centerline of Andrew Jackson Hwy.N
55037'52" W a distance of 205.27 feet to a Point in centerline;
Thence,N 34025'19" E a distance of 50.20 feet to a NC DOT Disc found 4" deep, corner to Department
of Transportation, an agency of the State of North Carolina (D.B. 1403 Pg. 739);
Thence with said Department of Transportation the following seven (7) calls:
1. Thence,N 34025'19" E a distance of 5.80 feet to a NC DOT Disc found 4" deep;
2. Thence, N 55034'41" W a distance of 393.70 feet to a NC DOT Disc found 3" deep;
3. Thence, N 32037'11" W a distance of 96.00 feet to a NC DOT Disc found 3" deep;
4. Thence, with a curve turning to the left with an arc length of 312.69 feet, with a radius of 210.80
feet, with a chord bearing of N 26122'43" W, with a chord length of 284.80 feet, to a NC DOT Disc
found 3" deep;
5. Thence, N 69005'43" W a distance of 63.90 feet to a NC DOT Disc found 5" deep;
6. Thence, N 68106'05" W a distance of 161.46 feet to a NC DOT Disc found 3" deep;
7. Thence, N 58016'43" W a distance of 256.36 feet to a NC DOT Disc found 3" deep;
8. Thence, N 49021'31" W a distance of 212.87 feet to a 5/8" Rebar with cap #4798 found 2" high in a
ditch, said rebar found the line of Robert McKay Morgan and wife Annis Joseph Morgan (D.B. 691 Pg.
790);
Thence, with the common line of said Morgan property N 37031'56" E a distance of 445.91 feet to a
5/8"Rebar with cap #4798 found 3" high in a ditch, corner to Department of Transportation an Agency
of the State of North Carolina (D.B. 1485 Pg. 483);
Thence, with the common line of the Department of Transportation S 50038'02" E a distance of 407.88
feet to NC DOT Disc found 2" deep; said Disc being a new corner of the lease boundary;
Thence, leaving the line of said Department of Transportation and with a new lease boundary line and
common line of said Morgan and Robert M. Morgan, Jr. remainder the following three (4) calls:
1. S 30129'34" E a distance of 68.19 feet to a 5/8"Rebar with cap #4798 found flush;
2. Thence, S 55034'03" E a distance of 275.98 feet to a 5/8" Rebar with cap #4798 found flush;
3. Thence, S 72024'43" E a distance of 168.47 feet to a NC DOT Disc found 4" deep;
4. Thence, S 55040'43" E a distance of 1865.00 feet back to the Point of BEGINNING,
Containing 34.91 Acres, more or less, as shown on an unrecorded survey entitled "Proposed Lease Area
Survey for Innovative Solar Systems", Owner Robert M. Morgan and Robert M. Morgan, Jr." Job #
14019(IS48), Date 7-31-14 by Anthony R. Suttle, PLS
I
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H & S FARMS, LLC
D.B. 1994 PG. 735
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TREE LINE I
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CHICAGO TITLE INSURANCE COMPANY
POLICY NUMBER: 34 307 15-05862WS
EFFECTIVE DATE: SEPTEMBER 4, 2015 AT 08:00 AM
SCHEDULE B - EXCEPTIONS:
1. Taxes or assessments for the year 2015 due or payable, unpaid but not yet delinquent; and
taxes or assessments for subsequent years, not yet due or payable.
* Not a survey matter.
2. Title to any portion of the Land lying within the right of way of ALT Highway 74 (Andrew
Jackson Hwy). The Company insures against loss or damage incurred by Insured solely as a
result of the enforcement of the right of way, solely to the extent that it interferes with the use
of the property as a Solar Energy Facility as specifically shown on the Plans (as defined in the
ALTA Endorsement 36.2)
* Right of way shown
3. Rights of others in and to the continuous and uninterrupted flow of the waters of the
ditch(es) bounding or crossing the Land and riparian and/or littoral rights incident to the Land.
Shown on survey by Anthony R. Suttle, P.L.S. dated July 1, 2015, Job #15055.
* Shown on this survey
4. Easements to Carolina Power & Light Company recorded in Book 183 at Page 278, Book 18P
at Page 238, Book 428 at Page 70, Book 450 at Page 286, Book 490 at Page 289, and Book
496 at Page 18. (See attached ALTA 36.6)
* Blanket easements, no metes and bounds description within deed. All visible utility
lines and structures are shown that affect the property.
5. Subject to a 50 foot easement as conveyed in Deed recorded in Book 1884 at Page 252.
Shown on survey by Anthony R. Suttle, P.L.S., dated July 1, 2015, Job #15055
* Shown on this survey
6. Deeds for Highway Right of Way recorded in Book 1403 at Page 739 and Book 1485 at Page
843. Shown on survey by Anthony R. Suttle, P.L.S., dated July 1, 2015, 3ob#15055.
* D.B. 1403 PG. 739 Shown on this survey.
* D.B. 1485 PG. 843 Shown on this survey.
7. Easement to Progress Energy Carolinas, Inc. recorded in Book 1486 at Page 73. Shown on
survey by Anthony R. Suttle, P.L.S., dated July 1, 2015, Job#15055.
* Shown on this survey
8. The following matters disclosed by survey entitled "Innovative Owner 48, LLC" by Anthony R.
Suttle, P.L.S., dated July 1, 2015, Job#15055:
(a) Rights of others in and to the ATV soil path;
(b) overhead utility lines and utility poles;
(c) underground fiber optic markers;
(d) cable pedestals.
* Shown on this survey
9. Terms and provisions of:
That certain Lease Agreement by and between Robert M. Morgan, Jr., et al. and Innovative
Solar 48 LLC dated as of January 20, 2014.
That certain Amended and Restated Lease Agreement by and between Innovative Solar 48, LLC
and Robert M. Morgan, Jr., et al., dated as of February 16, 2015, as assigned by that certain
Assignment and Assumption of Ground Lease by and between Innovative Solar 48, LLC, and
Innovative Owner 48, LLC.
That certain First Amendment to Ground Lease Agreement by and between Robert M. Morgan,
Jr., and his wife, Susan Morgan, and Annis J. Morgan and Innovative Owner 48, LLC, as
evidenced by that certain Memorandum of Ground Lease by and between Robert M. Morgan,
Jr., and his wife, Susan Morgan, and Annis J. Morgan and Innovative Owner 48, LLC, and
recorded in Book 2001, Page 247, Robeson County Registry.
* Lease area as shown on this survey
10. Site Access Agreement recorded in Book 2001, Page 257.
* Lease area as shown on this survey
11. Easement in favor of Duke Energy Progress, Inc. recorded in Book 2005, Page 569.
* Blanket easement, no metes and bounds description within deed. All visible utility
lines and structures are shown that affect the property.
12. Deed of Trust in favor of Cape Fear Credit, ACA recorded in Book 1948 at Page 577,
Robeson County Registry as affected by Subordination, Non- Disturbance and Attomment
Agreement Regarding Solar Facility recorded in Book 2001, Page 236.
* Not a survey matter
REMAINDER OF
ROBERT M. MORGAN
AND ROBERT M. MORGAN, JR. `tom
WIRE FENCE ------------- D.B. 835 PG. 679
----- ----------------------------------------------------------------
/ LEASE BOUUNDARY LINE S 55°40'43" E 1865.00'
7--------------------- �
ZONED COUNTY RESIDENTIAL
I INDIVIDUAL PANELS NOT SHOWN I
ROBERT McKAY MORGAN ( )
AND WIFE
I
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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ANNIS JOSEPH MORGAN -
r- I
D.B. 691 PG. 790 LIMITS OF SOLAR ARRAY
(INDIVIDUAL PANELS NOT SHOWN)
LIMITS OF SOLAR ARRAY
M rh
ZONE X 0.2%Annual Chance Flood Hazard
INDIVIDUAL PANELS NOT SHOWN
o may
�M - - - - II�II�II�II�I�I�I�I LIMITS 01
Z I I ZONE X (OTHER AREAS) � IiVE=TER PAD - _ _ _ (INDIVIDUAL P
� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
_ PROPERTY OWNER
ROE
I \
E
PROGRESS ENERGY \ - _ _ _ GRPVE�OR\V \ \ ZONEDDCO R CT (HIIGHWAY AND ROBERT M. MORGAN JR.
CAROLINAS, INC. 30' EASEMENT
D.B. 1486 PG. 73 NC DOT DISC \ INNOVATIVE OWNER 48, LLC
_ S\V FENCE�6g°p5j FOUND 3" DEEP � PORTION OF
LINK FENCE ' � D.B. 835 PG. 679 D.B. 2001 PG. 247
� ACCESS EASEMENT
MAP BOOK 42 PAGE 120
PIN: 9305-90-3592
D.B. 2001 PG. 257
=0 0-� - -� _-- I6a°p6,p5„ �f • 63 g0. SIGN 7 \ 34.91 tACRES
o N 49°21'31" - - 0 - 0 1 46` NC DOT DISC
N 58°16'43" W \
5/8" REBAR FOUND IN • 16 FOUND 5" DEEP \If
DITCH 3" HIGH 212.$7' • NC DOT DISC
CAP # 4798 NC DOT DISC 256.36' FOUND 3" DEEP \
FOUND3"DEEP - - - - - - - - - - - - - - - - - - - - - - - - - - -\INVERTER
- 1 GRAVEL DRIVE PAD ,
NC DOT DISC
FOUND3"DEEP .. ..,,;.•....... \----------------------------------
�GATE INVERTER---------
DEPARTMENT OF TRANSPORTATION, • 1 PAD
AN AGENCY OF THE STATE OF NORTH CAROLINA N NC DOT DISC " 1 NC DOT DISC
ALMA ROAD N 55°34'41W DEEP •♦•
D.B. 1403 PG. 739 32 3) • FOUND 3" DEEP /
SR 1393 7
1
(30' PAVED R/W VARIES) �i/ O
393.70' / IN DOT DISC -
FOUND 4" DEEP J
/
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
C1 210.80' 312.69' 284.80' N 26'22'43" W 84'59'22"
LINE
BEARING
DISTANCE
L1
N 34'25' 19" E
50.20'
L2
N 34'25' 19" E
5.80'
L3
N 55'45'48" W
572.24'
L4
N 34'22'08" E
13.45'
L5
N 55'38'24" W
722.54'
L6
S 34-22'08" W
27.69'
L7
N 55'37'52" W
205.27'
n
P A0L GEOMATICS'
Peak Geomatics, PLLC
P.O. Box 891 Johnson City, TN 37605
423.202.7093
[e-mail]
www.peakg.com
NC Firm P-1382
REVISON NOTE
THIS MAP WAS ORIGINALLY RELEASED AND DATED 7/16/2015.
THIS SURVEY HAS BEEN REVISED REFLECTING ADDITIONAL FIELDWORK ON
10-22-15. REVISIONS INCLUDE BUT NOT LIMITED TO THE AS BUILT LOCATION
OF THE CONSTRUCTED SOLAR ARRAYS, APPURTENANCE, TREE LINE, ABOVE
GROUND UTILITIES AND UPDATES TO ADJOINERS AND LEGAL REFERENCES.
THIS SURVEY HAS BEEN REVISED REFLECTING ADDITIONAL FIELDWORK ON
2-26-16. REVISIONS INCLUDE BUT ARE NOT LIMITED TO REFLECT UPDATED
TITLE COMMITMENT AND 2016 ALTA/NSPS REQUIREMENTS.
1
1
1
1
1
1
1
1
1
1
1
ZONE AE
5/8" REBAR _ ,{
FOUND FLUSH
5/8" REBAR HIGHWAY
FOUND FLUSO RIGHT OF
CAP # 4798
POB
5/8' REBAR
FOUND FLUSH
N:350000.66
E:1910388.10
NAD 83 (2001)
CAP # 4798
GRAVEL DRIVE
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REMAINDER,OF`
ROBERT M. MORGAN
4E ENERGY PROGRESS AND t \\
30' WIDE EASEMENT I ROBERT M. MORGAN, JR.
D.B. 2005 PG�1
D.B. 835 PG. 679
L* tto LV
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---------------
- ---------------------------------------
---:CAP
-------- ------ -# 4798--'------______
18" CONCRETE o- - - - -
----""-�-- - �"--� - - - - - - - - - - - _-_ - - - - -- - - -
__-..._.r----------------- "- _....--�------------------- -- -- -----
------------------------------------------------------------------------------------- ---)
-------
REBAR _----____ _ ___ UFO
- - - - - - - UFO--- L5- - - - - - - ^---------- O b ATV SOIL ®11JFO L3 FOUND FLUSH --
CAP # 4798
-
L7 J ____________________ o.________________________________
___ZONE
X 0.2% Annual Chance Flood Hazard _-_-_-
O
ZONE AE
L- - - - - - CENTERLINE OF ROAD- - - - - - - - - - - - - - - - - -CENTERLINE OF ROAD
ANDREW JACKSON HWY.
ROBERT M. MORGAN
ALT. HWY 74
AND ANNIS J. MORGAN
100' PUBLIC R/W
D.B. 691 PG. 791
MAP BOOK 42 PG. 120
28' PAVED TO
I, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY UTILIZING GPS
MADE UNDER MY SUPERVISION AND THE FOLLOWING
INFORMATION WAS USED TO PERFORM THE SURVEY.
1. CLASS A SURVEY
2. HORIZONTAL POSITIONAL ACCURACY: BETTER THAN
0.07 FEET
3. NETWORK RTK WAS USED
4. FIELDWORK DATE 5-20-15, 10-22-15, 2-26-16
5 DATUM: NAD 83(2001)
6 FIXED CONTROL USED: ENERGY PID: EB1634
7. GEOID MODEL: GEOID09
8. COMBINED GRID FACTOR: (0.99991370)
9. UNITS: US FEET
FLS Energy Inc.
Innovative Owner 48, LLC
Innovative Solar 48, LLC
FLS 2015 Owner G, LLC
FLS Solar G, LLC
FLS 2015 G Manager, LLC
FLG Fund G, LLC
KeyBank National Association
Transamerica Life Insurance Company, its afilliates, successors, and assigns
Chicago Title Company
TAH-Solar SLP, LLC, its affiliates, successors, and assigns:
This is to certify that this map or plat and the survey on which it is based were
made in accordance with the 2016 Minimum Standard Detail Requirements for
ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and
NSPS, and includes Items 1, 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13,
14, 16, 17, 18, 19, 20 (in the amount of $1 million dollars), and 21 of Table A
thereof. The field work was completed on 2-26-2016.
As Built field work completed on 10-29-2015
Revised As Built Plat or Map: 11-10-2015
As Built updated to reflect fieldwork date of 2-26-2016 (See Revision Note)
Date of Plat or Map 3-7-2016
Anthony R. Suttle L-4798
Vicinity Map
(not to scale)
Legend
O
Unmarked Point
0
Monument Found
Do
Rebar Found (as described)
NC DOT Disk Found
Sign
®
Cable Pedestal
Utility Pole
Guy Wire
®
Water Meter
>a
Water Valve
D.B.
Deed Book
P.B.
Plat Book
PG.
Page
POB
Point Of Beginning
TYP
Typical
UFO
Underground Fiber Optic Marker
00 00
Overhead Utility Lines
-SD- SD- SD -
Storm Drain Pipe
Wire Fence
-cr-o ova
Chain Link Fence
Silt Fence
- - - - - - -
Right of Way or Easement
------------------
Deed Line Not Surveyed
Lease and Property Boundary Line
- - - - - - - - -
Lease Boundary Line
Zoning Boundary
- - - - - - - - - - -
Zone X 0.2% Boundary
Zone AE Boundary
- -
Set Back Line
Road as Described
Concrete
Solar Array
Landscaped Area
ENERGY (PID EB1634)
N:348801.96
E:1911067.60
NAD 83 2001
COMBINED FACTOR 0.99991370
ALTA/NSPS LAND TITLE SURVEY FOR
FLS Energy, Inc.
Innovative Owner 48, LLC
Innovative Solar 48, LLC
FLS 2015 Owner G, LLC
FLS 2015 Solar G, LLC
FLS 2015 G Manager, LLC
FLS Fund G, LLC
KeyBank National Association
Transamerica Life Insurance Company,
its afilliates, successors, and assigns
Chicago Title Insurance Company
TAH-Solar SLP, LLC, its affiliates, successors, and assigns
OWNER
ROBERT M. MORGAN
AND ROBERT M. MORGAN, JR.
REFERENCES
PIN:9305-90-3592
Portion of Deed Book 835 Page 679
Deed Book 2001 Page 247
Maxton Township, Robeson County, NC
JOB # 15141 (IS48)
DRAWN BY: ARS CHECKED BY: MDL
0' 20' 240' 360'
SCALE 1" = 120'