NCC230234_Site Plan or Location Map_20230127

Point Legend:
Symbol Abbr
Description
—Monumentation—
•
EIP
Existing Iron Pin
O
IPS
Iron Pin Set (#5 Rebar)
0
CM
Concrete Monument
a
PT
Calculated Point
—Utilities—
'CL
UP
Utility Pole
G)
LP
Light Pole
®
WM
Water Meter
®
WV
Water Valve
®
GM
Gas Meter
SS
SSMH
Sanitary Sewer Manhole
SW
STMH
Storm Water Manhole
CB
Catch Basin
❑�
DI
Drop Inlet
GV
Gas Valve
❑
Vault
O
MW
Monitoring Well
— AT&T FIBER
— DUKE ENERGY
— CENTURY LINK FIBER
— SEGRA
— PIEDMONT NATURAL GAS
— CITY OF CHARLOTTE
Record description:
The Land is described as follows:
Point Legend
Symbol Abbr
Description
—Miscellaneous—
Sign
N/F
Now or Formerly
C&G
Curb & Gutter
CGF
Combined Grid Factor
BOC
Back of Curb
EOC
Edge of Concrete
EOP
Edge of Pavement
STE
Sight Triangle Easement
(M)
Measured Distance
(R)
Record Distance
Line Legend
Symbol
Description
Property Line
Adjoiner Property Line
X
Fence Line
uG
Gas Line
Uw
Water Line
SS
Sanitary Sewer Line
Storm Drainage Pipe
0E
Underground Electric
ucoM
Underground Communication
ovHE
Overhead Electric
Riw
Right —of —Way
Edge of Pavement
—
Construction Easement
The Land referred to herein below is situated in Mecklenburg County,
North Carolina, and being more particularly described as follows:
TRACT 1:
BEGINNING at a found #4 rebar located on the northeasterly
margin of the 50—foot right—of—way of Hartford Avenue, said
#4 rebar also being located at the common corner of Lot 1
and Lot 3 of CEDAR PARK subdivision, as shown on map
recorded in Map Book 5 at Page 251 of the Mecklenburg
County Public Registry (the "Cedar Park Map"); running thence
along the northeasterly margin of the aforesaid right—of—way
of Hartford Avenue N. 50-58-55 W, a distance of 236.15 feet
to a point of curvature located at the intersection of the
northeasterly margin of the aforesaid right—of—way of Hartford
Avenue and the southeasterly margin of the variable
right—of—way of South Boulevard; running thence with the arc
of o circular curve to the right having o radius of 15.00 feet,
an arc length of 20.02 feet (said arc being subtended by a
chord having a bearing and distance of N. 12-43-33 W. 18.57
feet) to the point of tangency located on the southeasterly
margin of the aforesaid right—of—way of South Boulevard;
running thence with the southeasterly margin of the aforesaid
right—of—way of South Boulevard the following two (2) courses
and distances: (1) N. 25-30-27 E. a distance of 96.79 feet
to a point; and (2) with the arc of a circular curve to the
right having a radius of 474.88 feet, an arc distance of 94.26
feet (said arc being subtended by a chord having a bearing
and distance of N. 31-11-38 E. 94.11 feet) to a nail in walk
located on the southerly boundary line of that property owned
by Center Associates (now or formerly) as described in that
instrument recorded in Book 4770 at Page 904, aforesaid
Registry; running thence along a portion of the southerly
boundary line of the aforesaid property owned by Center
Associates S. 50-19-00 E. a distance of 285.28 feet to a
set #4 rebar located at the common corner of Lot 2 and Lot
3 of CEDAR PARK subdivision, as shown on the Cedar Park
Map; running thence along the common boundary lines of Lot
2 and Lot 3 and Lot 1 and Lot 3 of CEDAR PARK subdivision,
as shown on the Cedar Park Map, S. 38-45-21 W. a distance
of 195.53 feet to the point or place of BEGINNING, and
containing 1.220 acres, or 53,165 square feet, more or less,
as shown on that certain Boundary & Physical Survey of 3309
South Boulevard dated September 15, 1993, revised September
24, 1993 and prepared by Lucas —Forman Incorporated,
reference to which survey is hereby made for a particular
description.
TRACT 2:
Being all of lots 3, 4, and 5 of Block 5 of Cedar Park as
shown on a map thereof recorded in Map Book 5 at Page 251
of the Mecklenburg County, North Carolina Public Registry.
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To: Maple Multi —Family Land SE, L.P.; Terra Nova Title & Settlement
Services; CH MF BTH III Charlotte LoSo L.L.C. a Delaware limited liability
company; Santander Bank, N.A., as Agent (together with its successors
and assigns in such capacity) on behalf of itself as a lender and certain
other co —lenders ns of with the respective successors and assigns (together P 9
each lender as their interests may appear); Chicago Title Insurance
Company
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, 5, 6(a), 6(b),
7(o), 7(b)(1), 7(c), 8, 9, 11(b), 13, 16, 17 and 19 of Table A thereof.
The field work was completed on 01 /11 /2023.
Date: January 23, 2023
Seth F. Martin L-4719
**Zoning letter provided by The Planning and Zoning Resource Company Dated 2/17/2022 and revised final (5) on 01/11/2023**
Building Set —back Lines — TOD—UC Building Set —back Lines — TOD—NC
a. Build —to —zone: a. Build —to —zone:
Main Street: 0'-10' with 100% Build —to —Percentage at Main Street Main Street: 0'-20' with 100% Build —to —Percentage at Main Street
Side: None, unless abutting single—family residential, then 10' Side: None, unless abutting single—family residential, then 15'
Rear: None, unless abutting single—family residential, then 20' Rear: None, unless abutting single—family residential, then 20'
b. Height Stepback: b. Height Stepback:
Main Street: Height above 65' requires a min. stepback of 10' Main Street: Height above 65' requires a min. stepback of 10' from building facade
Other Primary. Height above 120' requires a min. stepback of 10' Other Primary. Height above 120' requires a min. stepback of 10' from building facade
c. Building Height: c. Building Height:
Min: 24' @ less than Y4 acre; 40' for >_ Y4 acre Min: 24'
Max: 130' Max: 75'
d. Parking d. Parking:
Max: 372 Max: 413
Schedule B — Section II
Commitment No.: NC-22-3464
Dated: December 13, 2022 at 8:00 AM
Chicago Title Insurance Company
3. Setback lines and sight triangle easement affecting the Title disclosed by plat recorded in Map Book 27, page 158, shown on the Survey; and bou
and property lines reflected on Map Book 5, Page 251, shown on the Survey. [As shown on survey]
4. The following matters disclosed by survey entitled "ALTA/NSPS Land Title Survey of 3305 & 3309 South Blvd; 121, 127, 133, & 139 Hartford Ave"
Seth F. Martin, P.L.S., with GPI, dated November 30, 2021, last revised , 2023, as Project Number: 2021834.00 (herein the "Sury
a. Service utilities, and
b. Temporary fence encroachments.
5. Right of Way Agreement recorded in Book 2925, page 282. [As shown on survey]
6. Declaration of Condominium Restriction recorded in Book 37644, Page 121. [Affects subject parcel, restrictions may apply, not a matter of survey'
Surveyed Description
Overall
BEGINNING at a new #5 rebar at the northernmost corner of the subject tract and being along the easterly right of way of South Boulevard, an oppc
variable width right of way and being the westernmost corner of Lidl US Operations, LLC (now or formerly) as described in deed book 30539, page 1E
the Mecklenburg County Registry; THENCE with the line of Lidl US Operations, LLC the following two (2) courses and distances; 1) South 49 degrees `.
minutes 50 seconds East a total distance of 360.24 feet and passing a new #5 rebar at 192.30 feet to a new #5 rebar; 2) THENCE South 50 degre
minutes 29 seconds East a distance of 157.21 feet an existing Pipe along the westerly right of way of Weston Street, a 50 foot right of way per ma
book 5, page 251; THENCE along the right of way of Weston Street the following two (2) courses and distances; 1) South 39 degrees 08 minutes 48
seconds West a distance of 180.32 feet to a new #5 rebar; 2) THENCE along a curve to the right having an arc length of 23.64 feet, and a radius
15.00 feet, being subtended by a chord bearing of South 84 degrees 17 minutes 31 seconds West, a distance of 21.27 feet to a new #5 rebar along
northerl ri ht of way of Hartford Avenue a 50 foot ublic ri ht of way per ma book 5 page 251; THENCE olon the ri ht of way of Hartford Avenue Brie
Y 9 Y � P 9 Y P P � P 9 � 9 9 Y
following two (2) courses and distances; 1) North 50 degrees 33 minutes 46 seconds West a distance of 455.41 feet to a set PK Nail; 2) THENCE along a
curve to the right having an arc length of 20.12 feet, and a radius of 15.00 feet, being subtended by a chord bearing of North 12 degrees 08 minutes 11
seconds West, a distance of 18.65 feet to a set #5 rebar along the aforementioned right of way of South Boulevard; THENCE with the right of way of
South Boulevard the following two (2) courses and distances; 1) North 26 degrees 25 minutes 19 seconds East a distance of 96.10 feet to a new #5
rebar; 2) THENCE along a curve to the right having an arc length of 94.79 feet, and a radius of 458.40 feet, being subtended by a chord bearing of
North 32 degrees 20 minutes 46 seconds East, a distance of 94.62 feet to the POINT OF BEGINNING, and having an area of 2.266 acres, more or less.
N/F
14705109
TEMPORARY FENCING LIDL US OPERATIONS LLC
DB 30539-186
x WALL
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CH MF BTH III/CHARLOTTE
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Surveyed Description
R15 00
EPINCH TOP
PS_ — — ACCESS _ 218.63' PS
455.41' TOTAL
s HARTFORD AVENUE ss sw
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Tract 1
BEGINNING at a new #5 rebar at the northernmost corner of the subject tract and being along the easterly right of way of South Boulevard, an apparent
variable width right of way and being the westernmost corner of Lidl US Operations, LLC (now or formerly) as described in deed book 30539, page 186 of
the Mecklenburg County Registry; THENCE with the line of Lidl US Operations, LLC; South 49 degrees 51 minutes 50 seconds East a total distance of
285.24 feet and passing a new #5 rebar at 192.30 feet to a new #5 rebar marking the northernmost corner of Anthony Jimmy Ballas, et al. (now or
formerly) as described in deed book 5363, page 587; Thence with the line of Anthony Jimmy Ballas, et al.; South 39 degrees 35 minutes 10 seconds West
a distance of 195.64 feet to a set PK Nail alongthe northerly right of way of Hartford Avenue a 50 foot public right of way per ma book 5 page 251;
Y 9 Y � P 9 Y P P � P 9
THENCE along the right of way of Hartford Avenue the following two (2) courses and distances; 1) North 50 degrees 33 minutes 46 seconds West a total
distance of 236.78 feet and passing a set PK Nail at 92.93 feet to a set PK; 2) THENCE along a curve to the right having an arc length of 20.12 feet,
and a radius of 15.00 feet, being subtended by a chord bearing of North 12 degrees 08 minutes 11 seconds West, a distance of 18.65 feet to a set #5
rebar along the aforementioned right of way of South Boulevard; THENCE with the right of way of South Boulevard the following two (2) courses and
distances; 1) North 26 degrees 25 minutes 19 seconds East a distance of 96.10 feet to a new #5 rebar; 2) THENCE along a curve to the right having an
arc length of 94.79 feet, and a radius of 458.40 feet, being subtended by a chord bearing of North 32 degrees 20 minutes 46 seconds East, a distance
of 94.62 feet to the POINT OF BEGINNING, and having an area of 1.224 acres, more or less.
Tract 2
— BEGINNING at an existing Pipe along the westerly right of way of Weston Street, a 50 foot right of way per map book 5, page 251 of the Mecklenburg
County Registry and being the southernmost corner of Lidl US Operations, LLC (now or formerly) as described in deed book 30539, page 186; THENCE
along the right of way of Weston Street the following two (2) courses and distances; 1) South 39 degrees 08 minutes 48 seconds West a distance of
180.32 feet to a new #5 rebar; 2) THENCE along a curve to the right having an arc length of 23.64 feet, and a radius of 15.00 feet, being subtended by
a chord bearing of South 84 degrees 17 minutes 31 seconds West, a distance of 21.27 feet to a new #5 rebar along the northerly right of way of
Hartford Avenue, a 50 foot public right of way per map book 5, page 251; THENCE with the right of way of Hartford Avenue; North 50 degrees 33
minutes 46 seconds West a distance of 218.63 feet to a set PK Nail marking the southernmost corner of FourB'S Partnership (now or formerly) as
described in deed book 7484, page 697; THENCE with FourB's Partnership; North 39 degrees 35 minutes 10 seconds East a distance of 195.64 feet to a
set #5 rebar along the southerly line of the aforementioned Lidl US Operations, LLC; THENCE with the line of Lidl US Operations, LLC the following two (2)
courses and distances; 1) South 49 degrees 51 minutes 50 seconds East a distance of 75.00 feet to a new #5 rebar; 2) THENCE South 50 degrees 48
minutes 29 seconds East a distance of 157.21 feet to the POINT OF BEGINNING, and having an area of 1.042 acres, more or less.
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General Notes: Vicinity Map - Not to Scale
1. Deed Reference(s) — DB 37644-107; MB 5-251; MB 27-158
2. Tax Parcel ID(s) — 14705111, 14705124, 14705112
3. Current Owner(s) — CH MF BTH III/Charlotte LoSo, L.L.C.
4. All bearings are INC Grid bearings.
5. All distances are shown horizontal.
6. Grid distance = Horizontal distance x Combined Grid Factor
(0.99984248)
7. Total Area — t2.266 Acres
8. Areas have been determined by coordinate computation.
9. Iron pins (#5 Rebor) or other monumentation (as shown) found
or set at all property corners.
10. Zoning — TOD—UC (Transit Urban Center)
& TOD—NC (Transit Neighborhood Center)
11. This property is not located in a special Flood Hazard Area as
determined by FEMA and the State of North Carolina. Reference
FIRM Map:3710454300L Dated:9/2/2015
12. The location of underground utilities shown on this map are
approximate, based on information provided by others or by field
location. Utility locations as shown hereon are intended for
planning only. Actual location, size or depth of line should be
verified with the individual utility company before construction.
13. The North Carolina Grid Coordinates shown on this map were
derived by real—time kinematic GPS observations using Trimble
R8 Receivers and processed using North Carolina Geodetic Survey
Virtual Reference System.
14. No evidence of site use as solid waste dump, sump or sanitary
landfill.
15. The insured legal description in title commitment is the some
property shown on the survey.
16. No known cemeteries or burial grounds observed at time of
survey.
17. No gaps, gores or overlaps observed at time of survey.
18. Three points of access shown on survey. Two locations along
Hartford Avenue and one location along South Boulevard.
19. No encroachments found at time of survey.
ALTA/NSPS Land Title Survey of
3305 South Blvd
3305 & 3309 South Blvd
121, 127, 133, & 139 Hartford Ave
City of Charlotte
Mecklenburg County
North Carolina
prepared for:
1 TRAMMELL CROW RESIDENTIAL
o
Per title
/22
2 Additional comments JDB 08/12/22
3 Additional title revisions JDB 08/17/22
4 Additional comments from council JDB 08/31/22
5 Additional comments from council JDB 09/13/22
6 Additional comments from council JDB 09/13/22
7 Additional comments from title JDB 09/13/22
8 Additional comments from title JDB 09/13/22
9 Update with new title commitment JDB 01/04/23
10 Update with new title commitment & zoning report JDB 01/13/23
11 Update with new zoning report JDB 01/23/23
qo. Revision By Date
201 West 29th Street
Charlotte, NC 28206
UJ P1 Phone: [phone]
Fax: [phone]
License No.: F-1388
GPI GEOSPATIAL, INC. www.gpinet.com
GEOMATICS I LiDAR I PHOTOGRAMMETRY
50 25 0 50
Graphic
Scale
Text Scale: 1 "=50'
Date: 11 /30/2021 Plot Date: 01 /23/2023
Project Number: 2021834.00
Drawn By: JDB [e-mail]
Reviewed By: SFM
Sealed By: SFM Sheet 1 Of 1