GGP I77 Commerce Center-Impact Exhibit 092123.pdf

Title Notes
non-profit co, recorded in the aforesaid land records, in Book 34647, Page 590 - AMENDMENT
wife, Katherine and the City of Charlotte, recorded in the aforesaid land received, in Book
LAND DESCRIBED IS NOT SITUATED ON OR TOUCHING SUBJECT PARCEL.
GENERAL NOTES
Notes pertaining to: First American Title Insurance Company
TO EASEMENT CONTAINS NO PLOTTABLE OR SURVEY MATTERS.
3566, Page 306 - LOCATION OF EASEMENT CANNOT BE DETERMINED. EASEMENT CANNOT BE
36.
Terms and conditions as set forth in Easement in favor of Duke Power Company, recorded
Commitment Number: TBA
21.
Terms and conditions as set forth in Termination of Private Detention Easement between
PLOTTED FROM DESCRIPTION.
among the aforesaid land records, in:
1.) THIS IS A SURVEY OF EXISTING PARCELS OF LAND. THIS IS AN ALTA/NSPS LAND TITLE
Commitment Date: September 13, 2022
Triple T Developers, LLC successor in interest to Smith Corners, LLC and Panos/Smith Hotel
28.
Terms and conditions as set forth in General Permit in favor of Southern Bell Telephone and
(a)
Book 928, Page 360 - LOCATION OF EASEMENT CANNOT BE DETERMINED;
SURVEY.
Schedule BII exceptions
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Group- Reames Road, LLC, recorded in the aforesaid land records, in Book 32101, Page 710 -
p- gg
Telegraph Company, recorded in the aforesaid land records, in Book 962, Page 318 - UNABLE
(b)
Book 938, Page 419 -LOCATION OF EASEMENT CANNOT BE DETERMINED;
2.) BEARINGS ARE RELATIVE TO NC GRID NORTH NAD 83 (2011).
Items 1-12 & 14 are not matters of survey. Items 31-33 are intentionally deleted.
EASEMENT NOT SITUATED ON OR TOUCHING SUBJECT PARCEL.
TO DETERMINE THE LOCATION OF EASEMENT. NO DEED IS REFERENCED.
(c)
Book 938, Page 579 - LOCATION OF EASEMENT CANNOT BE DETERMINED;
13.
Streams, riparian rights, littoral rights and the title to any filled -in -lands - STREAMS SHOWN
22.
Terms and conditions as set forth in Memorandum of Agreement between Richard A. Houser
29.
Terms and conditions as set forth in Memorandum of Action filed by State Highway
(d)
Book 1446, Page 60 - LOCATION OF EASEMENT CANNOT BE DETERMINED;
3.) ZONING: 1-1 AS PER MECKLENBURG COUNTY GIS.
HEREON.
and JE Puckett, recorded in the aforesaid land records, in Book 923, Page 431- NOT SITUATED
Commission versus Richard T. Meek, Trustee; Kenneth A. Powell; John L. Boyd, Jr.; Caroland
(e)
Book 1025, Page 421- LOCATION OF EASEMENT CANNOT BE DETERMINED.
15.
Terms and conditions as set forth in Memorandum of Action filed by North Carolina and
ON OR TOUCHING SUBJECT PARCEL.
Investors, Inc.; Richard L. Branyon, Jr. and wife Dorothy T. Branyon; James E. May; Jerry B.
37.
Terms and conditions as set forth in Right of Way between WB Vance, unmarried and AM
4. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE.
Mecklenburg Count versus Triple T. Developers, LLC fka Smith Corners LLC and G. Robert
g Y p p ( )
2 3
Terms nconditionsforth in E m n between RA Houser n wife Janie Houser n
e s and as setase e t bet ee Ouse and a Ja a Ouse and
Bumgarner; Paul Holbrook; Bill E. Buffaloe• Internists Associates PA; Sa e H. Anthon • J.
g Yg Y.
NC GRID NAD83
Vance and wife Irma G. Vance and State Highway and Public Works Commission recorded ( )
g Y
IT IS LOCATED IN ZONE "AE FLOODWAY" AS DEFINED BY FEMA F.I.R.M. MAP NO.
Turner, III, Trustee, recorded in the aforesaid land records, in Book 17973, Page 773 -FEE
Duke Power Company, recorded in the aforesaid land records, in Book 1371, Page 233; Book
Haskell Brown; W. Herbert Brown, Jr., Trustee; Lowell Ellis Brittain and wife, Catherine Mae
among the aforesaid land records, in Book 1836, Page 35 -LOCATION OF RIGHT-OF-WAY
3710455800L, DATED NOVEMBER 16, 2018 & 3710455900K,DATED SEPTEMBER 2,
2015.
SIMPLE RIGHT-OF-WAY TAKING, SHOWN HEREON.
1371, Page 273 and Book 2681, Page 105 - NOT SITUATED ON OR TOUCHING SUBJECT PARCEL.
Brittain; Charles Edwin Powe, Jr. and wife, Margaret Sanders Powe; Ralph V. Kidd, Jr. and wife,
CANNOT BE DETERMINED BY DESCRIPTION ALONE. ACCOMPANYING HIGHWAY MAP NOT
16.
Terms and conditions as set forth in Consent Judgment filed by North Carolina, Mecklenburg
24.
Terms and conditions as set forth in Consent to Amendment to Restrictive Covenant between
Frances Boyd Kidd; Andrew J. Franklin and wife, Laurie B. Franklin; Ernest T. Newell and wife,
FOUND.
5.) REFERENCES: DB 9478, PG 874; LESS AND EXCEPT DB 10710, PG 261
County and Department of Transportation versus Triple T. Developers, LLC (fka Smith Corners,
Carolina National Bank, (American Trust Company, predecessor bank of North Carolina
Helen F. Newell, recorded in the aforesaid land records, in Book 4600, Page 780 - EASEMENT
38.
Terms and conditions as set forth in Easement Grant and Amendment between Plantation
PARCEL NUMBERS OF SUBJECT PROPERTY: 02509209
LLC) and G. Robert Turner, III, Trustee, recorded in the aforesaid land records, in Book 23836,
National Bank) and JN Bynum and wife, Ruth Griffin Bynum, recorded in the aforesaid land
NOT SITUATED ON OR TOUCHING SUBJECT PARCEL.
Pipe Line Company and Spartanburg Concrete Co., Inc., recorded among the aforesaid land
Page 943 - FEE SIMPLE RIGHT-OF-WAY TAKING, SHOWN HEREON.
records, as Book 2681, Page 109 - NOT SITUATED ON OR TOUCHING SUBJECT PARCEL.
30.
Terms and conditions as set forth in Consent Judgment filed by State Highway Commission
records, in Book 3262, Page 113 - DEED REFERENCED IS A PARENT PARCEL OF SUBJECT
6.) UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
17.
Terms and conditions as set forth in Easement Agreement between City of Charlotte and
25.
Terms and conditions as set forth in Memorandum of Action filed by State Highway
versus Richard T. Meek, Trustee; Kenneth A. Powell; John L. Boyd, Jr.; Caroland Investors, Inc.;
PARCEL, LOCATION OF EASEMENT CANNOT BE DETERMINED.
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR
MAKES NO GUARANTEE UNDERGROUND UTILITIES SHOWN COMPRISE ALL
Reames Road Associates, recorded in the aforesaid land records, in Book 6732, Page 813 -
Commission versus Lowell E. Britain and wife, Katherine May Britain; Joe V. Boone and wife,
Richard L. Branyon, Jr. and wife Dorothy T. Branyon; James E. May; Jerry B. Bumgarner; Paul
39.
Terms and conditions as set forth in Right of Way and Easements on behalf of Plantation Pipe
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
AREA,
SANITARY SEWER EASMENT, SHOWN HEREON.
Nancy Porter Boone; Ralph B. Kidd, Jr., and wife Francis Boyd Kidd; Charles Edwin Powe, Jr.
Y p Y
Holbrook; Bill E. Buffaloe; Internists Associates, PA; Sa e H. Anthony;. Haskell Brown; W.
Yg y�
Line Company,recorded among the aforesaid land records in Book 1056 Page 591-
g , � g
FURTHER DOES NOT WARRANTTHATTHE UNDERGROUND UTILITIES SHOWN ARE IN
18.
Terms and conditions as set forth in Easement Agreement between Triple T. Developers, LLC,
and wife, Margaret Sanders Powe; Ernest T. Newell and wife, Helen Franklin Newell; Andrew J.
Herbert Brown, Jr., Trustee; Lowell Ellis Brittain and wife, Catherine Mae Brittain; Charles
LOCATION OF EASEMENT CANNOT BE DETERMINED.
THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFYTHATTHEY ARE
a North Carolina limited liability company and Smith Corners Owners Association, Inc., a North
Franklin and wife Laurie Belvin Franklin; Robert 0. Jones, Substitute Trustee; and Federal Land
Edwin Powe, Jr. and wife, Margaret Sanders Powe; Ralph V. Kidd, Jr. and wife, Frances Boyd
40.
Terms and conditions as set forth in Easement between Spartanburg Concrete Company, Inc.,
LOCATED AS ACCURATELYAS POSSIBLE FROM INFORMATION AVAILABLE. THE
Carolina non-profit corporation, recorded in the aforesaid land records, in Book 32820, Page
Bank of Columbia recorded in the aforesaid land records, in Book 3402, Page 317 -
Kidd; Andrew J. Franklin and wife, Laurie B. Franklin; Ernest T. Newell and wife, Helen F.
and State Highway Commission, recorded among the aforesaid land records, in Book 3443,
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
774 -STORM DRAINAGE EASEMENT SHOWN HEREON.
CESCRIPTION IN DOCUMENT IS NOT SITUATED ON OR TOUCHING SUBJECT PROPERTY.
Newell, recorded in the aforesaid land records, in Book 4909, Page 421- EASEMENT NOT
Page 317 and Book 3349, Page 169 - 1-77 RIGHT-OF-WAY PER HWY MAPS SHOWN HEREON,
7. COMMENCING AT PROPERTY CORNER'A' AND TERMINATING AT PROPERTY CORNER
19.
Terms and conditions as set forth in Declaration of Private Utility Easement between
26.
Terms and conditions as set forth in Consent Judgment filed by State Highway Commission
SITUATED ON OR TOUCHING SUBJECT PARCEL.
LOCATION OF EASEMENT CANNOT BE DETERMINED.
'B' -THE PROPERTY CORNERS COINCIDE WITH THE CENTERLINE OF SANITARY SEWER
Panos/Smith Hotel Group-Reames Road, LLC, a North Carolina limited liability Company and
versus Lowell E. Britain and wife, Katherine May Britain; Joe V. Boone and wife, Nancy Porter
34.
Terms and conditions as set forth in Memorandum of Action filed by State Highway
41.
Outsale deed between Melvin T. Graham and wife, Peggy F. Graham and Mclain Hall and wife,
MANHOLES.
Triple T Developers, LLC, recorded in the aforesaid land records, in Book 32101, Page 714 -
Boone; Ralph B. Kidd, Jr., and wife Francis Boyd Kidd; Charles Edwin Powe, Jr. and wife,
Commission versus TJ Bryant and wife, Joyce M. Bryant; Robert E. Perry. Trustee; Mutual
Rowena W. Hall unto Richard T. Meek, Trustee, under Trust Agreement dated October 19,
EASEMENTS TOUCH SUBJECT PARCEL, SHOWN HEREON.
Margaret Sanders Powe; Ernest T. Newell and wife, Helen Franklin Newell; Andrew J. Franklin
Savings & Loan Association, as recorded in the aforesaid land records, in Book 3354, Page 174
1973, recorded in the Land Records of Mecklenburg County, North Carolina, in Book 3646,
8.) NO GRID MONUMENT FOUND WITHIN 2000'.
20.
Terms and conditions as set forth in Amendment to Declaration of Private Utility Easement
and wife Laurie Belvin Franklin; Robert O. Jones, Substitute Trustee; and Federal Land Bank of
- TRACT OF LAND DESCRIBED IS NOT SITUATED ON OR TOUCHING SUBJECT PARCEL.
Page 404 - DEED DESCRIBES A PORTION OF A PARENT PARCEL, SAME PORTION OF SUBJECT
and Private Access and Utility Agreement between Panos/Smith Hotel Group-Reames Road,
Columbia recorded in the aforesaid land records, in Book 3605, Page 310 - 1-77 RIGHT-OF-WAY
35.
Terms and conditions as set forth in Consent Judgment filed by State Highway Commission
PARCEL.
LLC, a North Carolina limited liability company, Triple T Developers, LLC, a North Carolina
TOUCHES SUBJECT PARCEL, SHOWN HEREON.
versus TJ Bryant and wife, Joyce M. Bryant; Robert E. Perry. Trustee; Mutual Savings & Loan
limited liability company and Smith Corners Owners Association, Inc., a North Carolina
27.
Terms and conditions as set forth in Easement Agreement between Dr. Lowell E. Brittain and
Association, as recorded in the aforesaid land records, in Book 3370, Page 423 - TRACT OF
/ o441�=/ i INTERSTATE 77 \
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\ TERMINATED IN DB 32101, PG 710`—
I, CHRISTOPHER C. GLOSSON, PLS, CERTIFY THAT THIS MAP
\ 1
WAS DRAWN UNDER MY SUPERVISION AND THE
FOLLOWING INFORMATION WAS USED TO PERFORM THE
SURVEY:
(1)CLASS OF SURVEY: CLASS A
(2)POSITIONAL ACCURACY: < 0.100'
(3)TYPE OF GPS FIELD PROCEDURE: VRS
(4)DATE OF SURVEY: 01-30-2023
(5)DATUM/EPOCH: NAD 83(2011)
(6)PUBLISHED/FIXED-CONTROL USED: NC49
(7)GEOID MODEL: GEOID12A
(8)COMBINED GRID FACTOR(S): 0.999843203
(9)UNITS: METERS CONVERTED TO US SURVEY FEET
This survey is made for the benefit of:
This is to certify that this map or plat and the survey on which it is based were made in
accordance with the 2021 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), 8, 9, 10, 11(a), 13, 16 & 17 of Table Athereof.
',�p•�`CAR q�•.
The field work was completed on 03/01/2023.
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PRELIMINARY
:46
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Date of Plat or Map: NOT FOR RECORDATION
= SEAL z
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CONVEYANCES OR SALES
SO
Christopher C. Glosson, IDES L 5415 Date
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[e-mail]
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PANOS/SMITH HOTEL GROUP -
REAMES ROAD, LLC
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PARCEL02509230
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Found property corner
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Electric vault
g
Water line marker
■
Concrete monument
E❑
Electric box
Wv
Water valve
®
Set property corner
TR
Transformer
®
Water Meter
Calculated corner
`C�
Power pole
BFP
Backflow preventer
Calculated corner
Y
Guy anchor
®
Water vault
Point of localization
Light pole
®
Water manhole
EM
Catch basin
®
Electric meter
Q°
Irrigation control valve
❑
Drop inlet
QF
Electric manhole
Fire hydrant
C"
Flared end section
FAC1
HVAC unit
pQ
Gas valve
0
Storm drainage manhole
0
Traffic signal box
❑
Gas meter
Q
Junction box
QT
Telephone manhole
12
Lot number
®
Roof drain
❑T
Telephone box
QS
Sanitary sewer manhole
Fo
Fiber optic manhole
O
Schedule Bii exceptions
©
Cleanout
g
Fiber optic marker
©
Grease trap
uTH
Fiber optic vault
❑M
Mailbox
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Cable box
GRAPHIC SCALE
60 0 30 60 120
1 inch - 60 ft.
SF SF
SF —
Silt fence
SD
SD
Storm drain
(SD)
(SD)
Traced Storm drain
ou
ou
Overhead utility line
(ou)
(ou)
Traced Overhead utility line
uE
uE
Underground electric
(uE)
(uE)
Traced Underground electric
Fo
Fo
Underground communications line
(Fo)
(Fo)
Traced communications line
w
w
Water line
(w)
m
Traced Water line
SS
ss
Sanitary sewer line
(ss)
(ss)
Traced Sanitary sewer line
c
c
Gas line
(c)
(c)
Traced Gas line
x x
x x—
Fence line
Surveyed property line
—
Property line not surveyed
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
GREENBERG GIBBONS PROPERTIES
11096 RED RUN BOULEVARD, SUITE 100
OWINGS MILLS, MARYLAND
PHONE: [phone]
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REVISIONS
PLAN INFORMATION
PROJECT NO.
GRG-23001
FILENAME
GRG23001-AT1
CHECKED BY
CCG
DRAWN BY
JPM
SCALE
1"=60'
DATE
03. 03. 2023
SHEET
ALTA/NSPS
LAND TITLE SURVEY
1-1

/
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CB-2.8
TCDcT/� T RIM/GRATE: 753.71
\ - ? IN/ LIfJ TATE 77 ~ ", \ INV IN: 749. 17 15" RCP
INV OUT: 749.07 15 RCP \ \ -
f VARIABLE WIDTH RIW , Di 1. 4 ,
NCD0 T PROJEC�Tf8.1654502, 8,1654402 & 6. 6 8007E 15 " RCP @ 11.12% T: 74GRA TE: "RCP
�__ � INV OUT: 747.70 18" RCP �
\ 57.98 LF \ \
_ D1-1.8.3
INV IN: 733.50 36" RCP - RlM GRATE: 750. 13 Q i
RIM/GRATE: 751.45
_ INV IN: 742.62 15" RCP lNV lN: 747.10 18" RCP �y
_ \ 36 RCP @ 0.50% - - - - � J -
_ _ ---- -__ INV IN: 744.43 15" RCP _
44.00 LF -- _ _-- _ v INV OUT: 746.50 24 RCP
INV OUT. 742.37 18"_RCP
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RIM�GRA TE. 744.50 \ D/ 2.3 D1-2.4 7 D/ 2.5 6 \ I A
\ ) INV IN: 734.22 30" RCP RIMIGRATE: 744.68 RIMIGRATE. 744.68 RIA41GRATE: 744.68 = RIMIGRA TE.' 744.95 RIMIGRATE: 744.76
J INV IN: 736.93 30" RCP INV IN: 740.99 18" RCP - CB-1.15
/ INV OUT: 733.72 36 RCP INV IN: 737.72 30 RCP INV IN: 738.51 30 RCP INV IN: 739.70 24 RCP
I INV OUT: 736.83 30 RCP \ INV OUT: 740.39 24" RCP \ INVRIMGRATE: 757.63 \
\ 2% 2\50" E C INV OUT: 737.62 30 RCP INV OUT: 738.41 30 RCP INV OUT: 739.20 30 RCP°�32 E INV OUT: 754.19 15" RCP
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1 INV IN: 753.72 15" RCP V
c II INV OUT: 753.62 15" RCP
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FEMA FLOODWAY
IV
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100-FT SWIM & PCSO -�
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= BUFFER (TYP.) \ _
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1 1 \ 75
RIPRAP APRON: A -
MINIMUM LENGTH: 40' -
RIPRAP d50: 14.5"
MAX STONE 0: 22"
APRON THICKNESS: 32"
\ I
PERMANENT STREAM IMPACT
\ NO PERMANENT LOSS OUTSIDE
OF MITIGATION AREA
0.0049 ACRES; (40.68-LF)
CULVERT INSET SCALE. 1 " = 30'
HEADWALL #1
PERMANENT STREAM IMPACT
PERMANENT LOSS INSIDE
MITIGATION AREA
0.0102 ACRES; (59.40-LF)
0
56-LF OF 72" CMP
INV. UP: 735.92
INV. DWN: 735.36
PERMANENT STREAM IMPACT / PERMANENT LOSS
OUTSIDE OF MITIGATION AREA
0.0040 ACRES; (23.25-LF)
HEADWALL #2
i
74(
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PROPOSED GRADE
--ONE (1) 72" CMP @ 1.00%
r l
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STA.0+97.46
ELEV.•736.92
STA: 0+41.42 \
ELEV.•736.36
RIPRAP
APRON \
Io� �
56.0 LF
0
EXISTING GRADE
EMBED PIPE 12"
INVERT: 755.92
INVERT: 735.36
72
-0+25
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RIM/GRATE: 752.00 INV IN: 744.50 24" RCP
lNV IN: 745.85 24" RCP INV IN: 743.90 JO" RCP
INV OUT: 743.90 JO" RCP
INV OUT: 745.25 30 RCP -��
- JB-1.8.1
RIM/GRATE: 753.46
INV IN: 744.83 30" RCP
INV OUT: 744.73 30" RCP
24 " RCP @ 0.50%
s 109.50 LF
CB-1.9
_ RIM/GRA TE: 751.65
J lNV IN: 745.55 18" RCP
INV OUT: 745.05 24" RCP
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INV IN:
748.79 18 AG
I'll/Forl61,1_01-�
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RIGHT-OF-WAY ABANDONMENT ly 7\
DB 23836, PGA 3
750
740
730
725
1+50
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RIPRAP APRON:
■MINIMUM LENGTH:
► APRON
•MAX RIPRAP 0� STONE ��
I
PERMANENT STREAM IMPACTI'
NO PERMANENT LOSOFMITIGATION AREA.
S OUTSIDE
0.0049 .: .I
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CULVERT INSET SCALE. 1„ = .30'
TEMPORARY STREAM IMPACT INSIDE
•
1�
PERMANENT STREAM IMPACTI
;�.PERMANENT LOSS
MITIGATION AREA
{
56-LF OF 72" CMP
INV. UP: 735.92
INV. DWN: 735.36
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73(
72!
PROPOSED GRADE
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STA: 0+97.46
ELEV.•736.92
STA:0+41.42
ELEV.736.36 \
RIPRAP
APRON \
Io
56.0 LF
EXISTING GRADE
0
EMBED PIPE 12"
INVERT. 735.92
INVERT. 735.36
750
m
750
725
-0+25 0+00 1+00 1+50