NCC230752_Site Plan or Location Map (2)_20230321

No tice 1/2" EIR eaehfrem Rd Zs
v 5/8" ElR Zoning a
* Property subject to any easements and right of way on record, c O O Fron t 30' (n ZONING: R-15 City of Statesville
and all NCDOT easements and rights of way. ? O 20 Building Setbacks
O -
* This survey is subject to any facts that may be disclosed by a � Now or Formerly O Side - 10'
full and accurate title search. v
A William O. Jr. Hollingsworth N Rear - 30' I v e Str,,c
D. B. 2287, P 2328 N "St
9ro°
* This survey plat does not show any unrecorded, written or r g' co
P.8.29 5 23
unwritten easements, dedications or other encumbrances. Such 2 Rim elevation: 774.22' g• i
burdens could exist on this property and not appear on this plat. Invert out: 767.47' PIN: 4754-59-2598 N Q
Accordingly, users of this plat are warned to remain alert for the -------------
existence
of such unrecorded burdens not shown hereon. 20' Sanitary —
S ary Sewer Easement I
- ss -- -- _
* This plat was drawn for the exclusive use of the party named - - SS — SS - - - — SS - - SS - - - -SS - _
hereon. Said certificates do not extend to any unnamed person I _ _ _ _ _ _ - D.B.885, Pg. 0 S
without an express recertification by the surveyor naming said iF - - — - — - o L e end Vicinity Map, NTS
person. i Rim elevation: 790.39 g 0 P
1 Invert out: 771.79' 2 c� '^ CAPS ON MONUMENTS SET CONTAIN THE O
* The Global Navigation Satellite System (GNSS) was used to i I I 0 I a
perform to geospatial positioning accuracy standards, part 2 1 9 SURVEYORS NAME AND LICENSE NUMBER. b
standards for geodetic networks at the 959 confidence accuracy I 1 I , O 1/2" IRON ROD SET WITH YELLOW CAP x
classifiction (957 confidence) using real time kinematic. i N 8 •44 0 1 9. 1 5 R 1 EXISTING MONUMENT FOUND AS INDICATED
1, Ted M Benbow, certify that this map was drawn under my I v Si e f0' e a A I I ilk TBM: RAILROAD SPIKE IN PP. ELEVATION: 803.54' n
supervision from an actual GPS survey made under my supervision 1 ? A UTILITY POLE r O
o 100 0 ...................
and the followinginformation was used to perform the survey. I '
P y 12 1 i O OO g5� � SO ................... SANITARY SEWER MANHOLE �
RSS ............ RAILROAD SPIKE SET
Class of Survey CLASS A i 9 O w
Positional Accuracy. 0.06 1 a ^� o EIR ............ EXISTING IRON ROD AS SHOWN
Type of GPS Field Procedure: RTK I p 1 p PIN ............ PARCEL IDENTIFICATION NUMBER
Now or Formerly I I ca A EA 0 �. EP ............. EDGE OF PAVEMENT Dates of Survey. 412512022-612812022 i
The City of Statesville co 1 i 112 S i fel a I R W ........... RIGHT OF WAY O PP Datum/Epoch: NAD83 (2011) D.B.1412, Pg. 367 I P p _ O I / O
Published/Fixed-Control Use: VRS P1N:4754-58-0762 0 �•LINE SURVEYED
GEOID Model: 2018 1 a rn W A TIE LINE SURVEYED Cyr]
Combined Grid Factor.- 0.99989017 coo 1 i 1 H
Units: US Survey Feet I po-LINE NOT SURVEYED
i co 1 I 00.00 Zh I R/W RIGHT-OF-WAY LINE
* Area determined by coordinate computations. I ` i S 7B \ A - - - -SS - SANITARY SEWER LINE
i 0 tb c ---SANITARY SEWER EASEMENT LINE r) pp
* No NGS or NCGS Horiz. Control Monument found within 2,000 I OE —OVERHEAD oN O
feet of the site. I 8 EIR `Cp OVERHEAD UTILITY LINE ti o,
' j 7 / 803.0 CENTERLINE DITCH LINE ��
* This property may or may not contain wetlands. No wetlands were identified, y �� p x CHAINLINK FENCELINE tiN
delineated or located for purposes of this survey.
a
* The surveyor was not provided with underground utility plans or surface 1 Now or Formerly �I N Unless otherwise indicated, all distances shown are
ground markings to determine the location of any underground utilities. I I "i Paula T. McConnell �W I I. -
locations to be verified before digging. Call NC One Call at 1 800 632-4949 0 A horizontal ground distances. To convert to grid N
(or 811). I 1 II D.B.1057, Pg.1801 I distance, multiply the ground distance by the O
N P.B.29 Pg.23 combined factor.
* Contour Interval is 1 (One) Foot. i I Xi PIN: 4754-59-2398
1, Ted M. Benbow, PL certify that this project was 0
completed under y S Boundary and Topographic Survey For.'
direct and responsible charge from an actual round surveymade under m I Course Bearing Distance co
supervision; that this topographic survey represents an actual field survey that i Lot 19 of De ve/op ers
meets or exceeds the minimum requirements of a class I I (TIE LINE ONLY) Ll S 13"21'55" W 3.55' 00
with the Standards of Practice for Land Surveying in North Carolina according a
to North Carolina Administrative Code Title 21, Chapter 56, Section 1605,• that S rED o
the topographic survey was completed on Rim elevation: 782.51 En te�pnses INC
broken lines may not meet the stated standard, • and all coordinates are based Invert out: 774.31 ' BE d' �
on Deed Book 1343 Page 283 ,dj� 00 Chamberrg Township, lredell County, NC
Witness this my original signature, registration number and �����r������ i��� % �
�- Owners of Record. • Better Path Homes LLC
seal this 30th day of June, 2022 A.D. .•N.'C'4R ;•., y Since�989 y Deed Reference: D.B.2919, Pg.676
•• Proudly Surveying Iredell Count
•;:•�Q•�a•C.ti•
��� �9 •:•�• 630 SIGNAL HILLPHDRIVE EXT, ONE [phone]LLE, NC 28625 Plat Reference: P. B. 29, Pg. 2J
���� : •t'�� ��•'• www.boundar evelo ment.com PIN: 4754-59-2498
-------------------------- sEaL �:': ::Flood Hazard Area Certificate P
Ted M. Benbow NC PLS L-3175 L-3175 Job Number:2204129.DWG (2204128. CRD)
Firm License # C-1588 �: a According to mapping provided by the Federal Emergency Management Agency and shown on the Digital
Yirj� �•' ' ' ' Flood Insurance Rate Map (DFIRM) Panel 4754, lredell County, North Carolina, effective date: 3/18/2008, the Field Work: 0612812022
i, . p;.•y�;':' property shown hereon is not located within a special flood hazard area. The property is entirely within an
'•• F''' • �R�' �.':' area designated 'Zone X -other areas". Areas determined to be outside the 0.29 annual chance flood lain: Plat Date: 061JO12022
.......
areas outside future conditions 1% annual chance floodplain. P Drawn By: DF