20140921 Ver 1_Shoreline Stabilization_20140825

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. 447 PLAN NO. PARCEL ID: 4625778037
STREET ADDRESS: 118 Brownstone Drive
Please print:
Property Owner:
Mooresville, NC 28117
Richard Grove
Property Owner: Cynthia Grove
The undersigned, registered property owners of the above noted property, do hereby authorize
Karri Cecil Blackmon of Habitat Assessment and Restoration Program,
(Contractor / Agent) (Name of consulting firm) Inc.
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
.�
"el-' a-44-4�
Au orized Signature Auth rized Signature -
Date: 91/� /l Date:

State of North Carolina
DWR Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10 -2013
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should be sent
to:
Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
I. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
Name: Ri chard and Cynt hi a Grove
Mailing Address: 118 Br ownst one Dr i ve
Nbor esvi I I e. NC 28117
Telephone Number: 704. 799. 7086 Fax Number:
E -mail Address: r i char dgr ove@ oadr unner . com
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
http: / /www.saw.usace. army. mil / Portals /59 /dots /regulatory /regdocs /Permits /SAMPLE AGENT AUTH
ORIZATION FORM.pdf) must be attached if the Agent has signed this application form.
Name: Karr i Ceci I BI ackrnon
Company Affiliation: Fbbi t at Assessrrent and Rest or at i on Pr ogr aryl I nc.
Mailing Address: 301 NbCul I ough Dr i ve Sui t e 400
Char I of t e, NC 28262
Telephone Number
E -mail Address:
704. 841. 2841
Fax Number: 704, 841, 2447
Kar r i chabi t at assesn-ent . com
Person to receive the Certification Approval
Karr i Ceci I BI acknDn
II. Project Information [15A NCAC 02H .0502(a) & (b)]
1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with
respect to local landmarks such as towns, rivers, and roads.
2. Provide a detailed site plan showing property boundaries and proposed locations of
vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces,
FORM: SSGP 10 -2013 Page 1 of 4

etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations,
and construction access corridors. You may use the diagram provided at the end of this
application form.
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale
of some sort- a yard stick, shovel handle, etc.)
4. Location of the property (where work is to be conducted)
County: Iredell Nearest Town: Mooresville
Subdivision name or site address (include phase /lot number):
The Point
Directions to site - please include road names and numbers, landmarks, etc.:
Please see attached Directions from Google Maps
Latitude (in decimal degrees) 35.S39907 Longitude (decimal degrees) - 8 0.92 3 6 51
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): residential
6. Property size (acres): 1.393 acers
7. Lake/ river/ ocean adjacent to property: Lake Norman
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): HARP will install native plants and
coir fiber logs
9. Will work be conducted from land? ❑x From water? ❑
10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.)
below the normal pool lake level/ Normal Water Level in square feet or acres:
1,209 sf
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining
walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres: none
12. Please describe the vegetation above the normal pool lake level/ Normal Water Level and
50 feet landward to be impacted (number of trees, for instance): none
Owner /Agent's Signature* [15A NCAC 02H .OS02(f)] Date
*Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10 -2013 Page 2 of 3

Full Pond/
Normal Water Level
SI
Lake
(At Full Pond/ Normal Water Level)
Please approximately sketch the following information on this plan (provide dimensions for each
item, such as 10 ft x 100 ft) *:
1. All proposed vegetation clearing
2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
3. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
4. Location of any proposed structures such as buildings, retaining walls, docks, etc.
5. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation
6. Location of construction access corridors
FORM: SSGP 10 -2013 Page 3 of 3

Photo of shoreline to be planted with Juncus effusus (Soft Rush) and
Symphoricarpos orbiculatus (Coralberry)
��III►,
I far-7.1
Photo of shoreline to be stabilized utilizing coir fiber logs and native plantings.
0
-•.0.

SITE PLA.X
20"
%Y,
�'4x6a - I
A) 49 UO
LOT 448
Ar
PIER ZONE' AREA
IG
BROWNSTONE DRIVE
150- PUBLIC R/'5r)
co,a 9�vzlty\oop
OLhcj e � h k�
LAKE NOMIAN
DUKE POWEP,
DEED BOOK 181, PAGE 91
Al
Ufa
LbT 446

Symphoricarpos orbiculatus
(Coralberry)
Juncus effusus (Soft rush)
Callicarpa americana (American
beautyberry)
Mature Juncus effusus planted
shorline

Photo of a newly installed coir fiber log shoreline with plantings: Please note our
anchoring system will be all but invisible; we will only use wooden stakes for
temporary anchoring if necessary. If used in conjunction with the Earth Anchors
they will be removed after vegetation is established.
l
Photo of a mature shoreline utilizing coir fiber logs and plantings.
I
♦ . - � nom; --
r'

0 EROSION
11A N
CONTROL
Specification Sheet- EA400 and EA680 Earth Anchors
DESCRIPTION
The Tensar North American Green Earth Anchors EA400 and
EA680 shall be a cast anchor with a chiseled tip. The anchor shall
be an aluminum anchor with tendon, and shall have a capacity of
300 Ibs and 1100 Ibs, for the EA400 and EA680 respectively. The
anchors shall conform to the properties listed herein.
ANCHOR CAPACITIES
The pullout capacities were determined using average soil
conditions (class S), which is intended to be a guideline for anchor
selection. To ensure proper selection, it is recommended to
determine the loading criteria then allow for a safety factor while
accommodating changing moisture conditions. Once an anchor
has been selected, a pullout test is recommended to assure proper
selection for the site specific conditions. Anchor pullout capacity
is dependent on various items such as soil type, moisture, and
density. Maximum pullout capacity is obtained when installed
perpendicular with the direction of the securing cable. It is the
responsibility of the engineer of record to ensure proper anchor
design and selection.
EA400 EA680
Anchor Length 2.875 in. 4.75 in.
Anchor Width 0.625 in 1.00 in.
Typical Cable Length 36 in. 36 in.
Cable Diameter 3/32 in. 3/32 in.
Typical Holding Capacity 300 Ibs 1100 Ibs
Fr
Product
Description
EA400 CS 36 SS L
EA400 w/ Loop assembly: SS cable 3/32" x 36"
w/ PVC washer, SS washer & Copper Stop Sleeve
EA400 G 36 SS L
EA400 w/ Loop assembly: SS cable 3/32" x 36"
w/ PVC washer, SS washer & grip end piece
EA400 WG 36 SS L
EA400 w/ Loop assembly: SS cable 3/32" x 36"
w/ PVC washer, & wedge grip end piece
EA400 AS 36 GAC L
EA400 w/ Loop assembly: GAC 3/32" x 36" w/
PVC washer, SS washer & aluminum Stop Sleeve
EA400 G 36 GAC L
EA400 w/ Loop Assembly: GAC 3/32" x 36" w/
PVC washer, SS washer & grip end piece
EA400 WG 36 GAC L
EA400 w/ Loop Assembly: GAC 3/32" x 36" w/
PVC washer & wedge grip end piece
EA680 w/ Loop assembly: SS cable 3/32" x 36"
EA680 CS 36 SS L
w/ PVC washer, SS washer & Copper Stop Sleeve
EA680 w/ Loop assembly: SS cable 3/32" x 36"
EA680 G 36 SS L
w/ PVC washer, SS washer & grip end piece
EA680 WG 36 SS L
EA680 w/ Loop assembly: SS cable 3/32" x 36"
w/ PVC washer, & wedge grip end piece
EA680 AS 36 GAC L
EA680 w/ Loop assembly: GAC 3/32" x 36" w/
PVC washer, SS washer & aluminum Stop Sleeve
EA680 G 36 GAC L
EA680 w/ Loop Assembly: GAC 3/32" x 36" w/
PVC washer, SS washer & grip end piece
EA680 WG 36 GAC L
EA680 w/ Loop Assembly: GAC 3/32" x 36" w/
PVC washer & wedge grip end
END PIECE DESCRIPTIONS
Stop Sleeve: Available in aluminum or copper, are manually
secured with a crimping tool for an economical installation.
► Grip End Piece: A three- dimensional self - securing end piece.
Does not require manual crimping for tendon tensioning,
resulting in a fast and economical installation.
► Wedge Grip: A self- securing end piece that installs flush to the
baseplate. Does not require manual crimping for tendon
tensioning, resulting in a fast installation.

REQUIRED INSTALLATION EQUIPMENT AND TOOLS
► Pneumatic or Manual Drive Rod (400 or 680 size) - provided for
purchase by Tensar North American Green
► Setting Tool - Hook - provided for purchase by Tensar North
American Green
► Crimper - Purchased at retail store
► Drive Hammer - Purchased at retail store
► Cutting Tool - Purchased at retail store
INSTALLATION INSTRUCTIONS
1. Insert the drive rod into the assembly's anchor head then
utilize either a sledge hammer or vibratory hammer to drive
the anchor to the proper depth. After the proper anchor
depth is achieved, retract the drive rod.
2. Next, lock the anchor assembly by pulling the cable upwards
until the anchor head rotates as signaled by sudden
resistance to pulling. Secure the faceplate by method of
choice, crimp the copper ferrule or install fastening device. If
desired, cut the remaining cable assembly to desired length.
Setting Large Anchors - Larger anchors will require more force to
set the anchor. This can be achieved through using simple
mechanical equipment for greater leverage, such as a fulcrum,
manual or hydraulic jack, winch or post puller.
Tensar Tensar International Corporation Tensar International Corporation warrantsthat at the time of deliverythe product furnished
2500 Northwinds Parkway hereunder shall conform to the specification stated herein. Any other warranty including
Suite 500 merchantability and fitness for a particular purpose, are hereby executed. If the product
does not meet specifications on this page and Tensar is notified prior to installation, Tensar
NORTH AMERICAN GREEN" Alpharetta, CA 30009 will replace the product at no cost to the customer. This product specification supersedes
800 - TENSAR -1 all prior specifications for the product described above and is not applicable to any
to n sa rco rp. co m products shipped prior to January 1, 2012.
©2013, Tensar International Corporation
EC_GEN_MPnS_EARTHANCHOR_7.13

NORTH AMERICAN
NORTH AMERICAN
5b
/\/Y
ANCHOR DETAILS
SPECIFICS
TYPICAL APPLICATION
4
Drive stake through the coir
Mild slope or bank
log to secure to underlying
soil. Stakes should be spaced
applications, or installation
with live stakes.
every 3 - 4 linear ft.
51
Trench to a depth %2 the
Used with very firm cut
diameter of the coir log.
Elevation of trench bottom
slopes or banks.
should be 6 in below normal
pool or as directed by site
conditions. Additional details
in 5b.
61
Trench to a depth %2 the
Use for moderately firm cut
diameter of the coir log.
Stabilize log by tying a 0.25 in
slopes or banks or for
applications where some fill
diameter nylon rope to a 36
soil is required.
in notched stake. Drive stake
into soil spaced 3 - 4 ft on
center or as directed by site
conditions.
7
Trench to a depth % the
Use for moderately firm cut
diameter of the coir log.
slopes or banks where fill is
Embed biaxial geogrid and
required. Also used for
infill. Wrap coir log facade
construction over soft soils
and embed. Geogrid should
or on fill sites.
be embedded a minimum of
3 ft or as directed by site
conditions.
8
Stagger earth anchors 2- 5 ft.
Use in soft soils along banks
on each side of coir log.
Alternately lash earth
and /or steep slopes or in
areas where high shear or
anchors similar to 5b. If using
tensile is expected.
wire cabling, poly tube must
be used to protect coir log
netting or as directed by site
conditions.
NORTH Disclaimer:
AMERICAN The information presented herein is general design information only. For specific applications,
GREEN.. consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800 - 722 -2040
Poseyville, IN 47633 www.nagreen.com Drawn on: 02 -16 -11
COIR LOG
GENERAL
INSTALLATION AND
ANCHORING GUIDE
1. Determine from approved
construction documents, specification,
or project engineer the elevation(s) at
which the coir logs are to be placed.
Create a trench to the dimensions and
within ± 1 inch of the elevation(s)
specified. The trench should be equal
to a minimum of 1/3 the diameter of the
coir log.
2. When specified, prepare seed bed
upslope of coir log trench, apply seed
and cover with specified rolled erosion
control products (RECPs) per product
manufacturer's installation guide
ensuring the seed and RECP are in
place throughout the coir log trench.
3. Place coir logs in trenches at
specified elevation(s). Use a coupling
system when specified to ensure there
are no gaps or voids between adjacent
coir logs. Install anchoring systems
to secure the coir logs in the
appropriate configuration (Fig. 4 -8), or
to dimensions as indicated by
approved construction documents.
5b. Stagger hardwood stakes at 2 ft on
center on each side of the coir log.
Drive the stakes into the ground until
the top of the stake is even with the
coir log. Notch or drill holes through the
hardwood stake. Use specified rope or
lashing to alternately lash stakes by
tying a knot in the rope to secure the
system. Drive stakes further into the
soil to tighten the rope until stakes are
'/4 to 1/3 of the way below top of log.

L! 534 Kentwood Ln, Lexincr x SunTrust- Online Cash I x ireddf county tax parcel ! x pf � Iredell.ConnectGIS x n Pr€rpertybii�w
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1 4a Report PRC Deed 4625778{137,000 C +CYNTHIA A GROVE RICHARD 1240 884 WD 20010206 1.34 35- P4 THE POINT Pd 3 447 137 THE POINT M4 M4 PB35- 137 -143 17 17011 2001 425000 V 21212$0 2001 5 5 2 9419
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DIES 'Prior to consbvcting any per. structure or other Jmprovarisnt
wMin THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND /OR be obtdned b the° Wca O1� this oe� I must
RIGHTS –OF –WAY. Corporatlan Iny mom do the ternn of the opplic, b
Lot Purchass and Sate agues w It and the Dsdarotlon or
SEWAGE DISPOSAL WILL BE INDMDUAL SEPTIC TANKS. Covsnants,Condttlons and Rowbrictions far The Point.'
THIS PROPERTY DEVELOPED AS R -20 CUD. Pksrs "mV eKEsrrd from the aim for o dxbmcs of aD
het r%W dlsss of the mbar depth and may adend to
AREAS COMPUTED BY COORDINATE METHOD. a n"1m[inlum length of 120 feet to ocfrisrs a ,clew
depth of 14 het nieae�ured at fuI pared M no swat
THE POINT
ul JJ s Tb� "TOM
1 4 ,THE POINT' ^a �V A?
PHASE 4 MAP 3 iS
SET pw
oDRAi�-
'
477 9e TM y RD.
TOTAL ACREAGE FOR THE AREA ENCOMPASSED BY THIS MAP IS mmy o pier sAwed mars thou 1/3 of the width of the
29.863 ACRES. caw In which It ■ iroa W. The Epp 4sddrg�af aI _ _- -- ��r � s` 1*' g►Y Kk SITE
pins must be of Awe 1 foot above the ovaat! surfo��e FALUT 1► - Y ` ���
TOTAL AREA 1�i1TNUS RIGHT -OF -WAY FOR THIS MAP IS METES AND WJHOS SHOW (W P" ZONE — _ 50' PVBPXC �
AREAS WERE CALCULATED AND NOT FIELD l LEGEND"
8
28.385 ACRES. -�_ - -- - -- _ -- � - -` � 476 r�
R/W = RIGHT -OF -WAY Tj7 -? - -4 v
NO DEVELOPMENTAL STUMP HOLES REPORTED TO THIS FIRM THE BOt1NDARY OF THE PER ZONE SHO11N ON 7w5 PLAT PSDE- PERMANENT STORM DRAINAGE EASEMENT ` 44,735 eft z 1 °s za
WITHIN THE LOTS WHICH MAKE UP THIS MAP. ARE APPROXIMATE AND ARE SUIBJECT TO FINIAL APPROVAL EP = EDGE OF PAVEMENT
TAX PARCEL 04625 -94 -11584 2C -A -3 BY DUKE DOMY CORPORATION. POWER POLE I
WETLANDS WERE ESTABLISHED FROM A PLAT BY DRAINAGE PIPE VICINITY MAP NO SCALE
TOTAL NUMBER OF LOTS - 19 ESP ASSOCIATES, P.A. TITLED " THE PALATE WETLANDS SFE SEPTIC FIELD EASEMENT (SEPTIC EASEMENT AREA) � �'
AND DUKE POWER ENVIRONMENTAL MAP' WITH SIP - SET 14 REBAR 4 �5
SUBJECT TRACT DEED REFERENCE: DB 108E PG E9 A REVISION DATE OF 10- 31 -97. PDE- PUBLIC STORM DRAINAGE EASEMENT 432 -425A '
DS 904 PG 840;1869 DB 833 PG 238 D&UE= DRAINAGE & UTILITY EASEMENT `� 4 �l 14
EACH LOT HAS A 10' STORM DRAINAGE AND UTILITY ALL LOTS CREATED ON THIS PLAT, OTHER THAN LAND MBS = MINIMUM BUILDING SETBACK � rv"� � w `
EASEMENT WHICH RUNS WITH THE PERIMETER OF THE LOT. SHOWN HEREIN AS DESIGNATED FOR USE AS OPEN CM - CONCRETE MONUMENT I j I THE PDIN 5�3 �33n o . , i THE AREA BELOW THE 760' CONTOUR ALONG THE
SPACE, COMMON AREA, ROADS AND STREETS, GOLF eq SHORELINE OF THE FALLOWING LOTS HAS BEEN
LINE CURVE TABLE OF RECORD MAPS SEE SHEET 6 OF 7. COURSE, GOLF HOLES, CLUBHOUSE, SWIIMMING POOL.
SSLE - SANITARY SEWER LATERAL EASEMENT HAS�'4 'MAP 5� DESIGNATED AS AN " ENVIRONMENTAL AREA' BY
TENNIS COURTS, EASEMENTS AND OTHER SPECIFIED COS - COMMON OPEN SPACE l ;' 7 THE DUKE POWER SHORELINE MANAGEMENT PLAN.
FOR LINE TABLE OF 760' CONTOUR SEE SHEET 7 OF 7. USES, MUST BE USED FOR DETACHED SINGLE FAMILY Dg - DE® BDDK 43(1 1RIANME (�) THIS `ENVIRONMENTAL AREA" MAY NOT BE DISTURBED.
RESIDENCES ®I AREA 4M -412A ALTERED, OR REMOVED AND NO STRUCTURES, PIERS,
760' CONTOUR LINE TAKEN FROM MB 30 PG 110 - 118 PG - PAGE SEPTIC FIELD EA T %T DOCKS OR WALKWAY'S OF ANY TYPE MAY BE PLACED
. TOTAL . IN OR OVER IT.
f4 RESAR SET OR FOUND ALONG DUKE ENERGY PROPOSED FIRE HYDRANT LOCATIONS ARE SHOWN ON m - C - - - y SFE M 4
PROJECT BOUNDARY ONLY WHERE NOTED. WATER DISTRIBUTION FACILITIES, THE POINT PHASE 4 RCP - REINFORCED CONCRETE PIPE l C. 0. S. 17.874 s%fL LOTS 441, - 463&454
PLANS BY LAND DESIGN ENGINEERING SERVICES, INC. i I 431 `� 44
4 KEBABS SET AT ALL LOT CORNERS UN1 ESS WITH A REVISION DATE OF 11/16/99. i # 1 '� °'•� f
OTHERWISE NOTED. j , *d 434-418A 434 —
WATER SUPPLY TO 8E BY COMMUNITY WELLS A PORTION OF THE PROPERTY SHOWN HEREON . 1 ss 472A a G c , LDT PQ AS9 ICATIONS
DOES LIE WITHIN A SPECIAL FLOOD HAZARD . G .� SET Cµ SEPTIC FIELD EA517MDNT qi
FLOOD PROTECTION ELEVATION FOR ALL LAKEFRONT AREA PER FEDERAL EMERGENCY MANAGEMENT rA h+ CON�04�i / SFE C2o
LOTS i5 7BT.D0' AGENCY FLOOD INSURANCE RATE MAP PANEL : ` ,Ln .a '7' ODRNEft 0?• 21.412 ss }fL X9719 sett
THE POINT HAS ESTABLISHED NO. 3703130200 C WITH AN EFFECTIVE DATE OF THE POINT e 1 ��� (w� 0 f f , �B�j�IN'GA� COURT �- �FICATION _
JUNE 22. 1998. / 40 PiTPJd WATERFRONT 441,442,443,444,447,
CERTAIN MINIMUM BUILDING SETBACKS WHICH PHASE 4 MAP 3 c}`y '.► k 434 -433A �d '� -� _ 448,449.450,451&452
/.� 494 --459A 4
HEREON OWNER WILL FURNISH PUTS REFLECTING ' � 4 x�'�sEPTtc F� / �b-+Ir `� f sEpTIC FIELD EASEMENT � � WATER VIEW NONE a
THESE SETBACKS FOR USE IN HOUSE PLACEMENTS. P. � � 18.204 sq.ft. / � THE POINT OFF WATER 433,439,440.446, �
THIS PROPERTY SUBJECT TO A 10' FLOOD EASEMENT TO � - $ � �r �p1 g 17,972 .4R. rp 453dc454
EtEYATTON nQ' PER DUKE POWER. '�o A +,,, ' 'fib rr'`II 'f3'�"'"41 � � ,� PHASE 4 MAP 5 �^
$ SEPTIC FIELD EA5E7sEFit %a
SPE
AS OF THE DATE OF THIS RECORDING, ' 1 11,240 sgft., \ I 18.204 rcpt -4.Jr" ,IRA 0a7
THE LOTS REPRESENTED ON THIS PLAT l- � �� %.� '�� -423A
HAVE NOT BEEN INSPECTED OR APPROVED / �dqp f SEPTIC FIELD EASEMENT -\ 'IO\ 12.3ia :cft f 4 %! -- ~
BY THE IREDELL COUNTY HEALTH DEPARTMENT. LAKE NORMAN I 4 �� =I� 434 -414A � -
UNT1L INSPECTED, THERE 15 NO ASSURANCE DUKE POWER COMPANY JQ� '/ 18.200 'oft ti �`�?��' � SEPTIC FIELD EASEMENT - of Z [0s
THAT A BUILDING PERMIT WILL BE ISSUED. ❑B 4$1 PG 91 � � '' ,p�� t ti IE,200 R. +'+•
�. 494 -42,2A '4 .b `'�''�
OEDICAMON OF COMMON AREA �7p'3 441 \ \'''g�"`� SEPTC FIELD EASEMENT \ - I X42 7 N
the Point On Haman. LLC In record" &ft ppl1aatt a o � 5x'E 14 � r� = p•�3•� -•�5BA
portion Of lbdPoint Phass 4 * �^ has sd r1g++ated 51,379 soft. \ �y, 16,200 sq.ft ' - �� SEPTIC FIELD EA;;/Of
tsnarrts as osit iMNMDN AREA rot far t1w use try the gsnKylar tt _ !+ \ \ Ep• . SFE
public but for parking, reoreatkwK0, and other .slated eotmuse a �J^ 434 -42UA � \ 18,7t37 aqR 1 n
more l' prarided for the DwIarvHon of Cavenor+ts. Cordltions, and y�J �I
$ 2 SEPTIC FIELD EASEMENT
Rastrletlerrs appiiaable to The Paht which Dimcks ations Af I / 1
nsaorded in the Alsekler urq County Regietrcr of Deeds in book �' �} rn ►v � Kf SFE I ��r �e� hambby5madr W �is °l�d�°d ba' TSAcx MAID 440 .y n �`'I`� ,�L44a 1a.s� .4 r 'tt'!!l,_ A 454 i 1 ,fir' sold Deckwotion In
L4' ! 442 / �� Ir 3l �` 494 --44 .4�� \ *' }�1 ,� 47.262 sq rc ah ' BAR SCALE
STORM DRAINAGE SHOWN HEREON PL407 I' 1�' o' / � \ ' r � SEP11C FIELD EA T R
TAKEN FROM STORM DRAINAGE 1d.l� b 3i,
PLANS PREPARED BY LAND DESIGN • / CS6 y `�4 A \ }2���i 18.569 sq fi O 25 5d 1010 200
ENGINEERING. INC. AND DATED 4/99 / '�� yn . / ,� Iu?
REVISED 4/15/99. / ru' f ,�.
3&647 a4it " • - ' 1�� _ , �`'�
N69"2.lt' / ' ?X434 -458A
PROJECT BENCHMARK IS SFE 4``% '� 42��i' /
NCGS MONUMENT 'CHUCK" $ J 11.875 sr�R. �/ RT; 453 I PLS CERTIFY THAT THIS
ELEV.- 828.24' ` ISL.A f CREATES A SUBDIVISION OF
1829 VERTICAL DATUM � ` 1 ��, I„'434� 57A 31.568 .4it TTHHAT HAS IAN ORDINAN THAT REGULATES PARCELS OF LAND.
— — 443 12.752 sq.1t
N
ro eg a ra Ian 1L
F -
4 34 -443A , 3, .�'
% gat,; `tCilt I �,: I PPi
l SEPTIC FIELD d EJIS£AIENT Rr •,3' p
` / 5�i •�. SFE I ,1 Jr2 }i� BRENDA D. SELL
. D. 4 za DOS .q.ft / a6.871 IR R , ^r RR�/�►15 # Of D� [�
4 _ ��A11 — i �,w ` ti 8. ,4 •�. _ / „3, � �'j +�� i .Y►l.� �, that tpiTr plat
780 CCN1I]LIR L1HJE iDtIHCE ENERGY L s , n an
PROJECT OO1INDARV} FIELD SURVEYED 'Sd `rd 446 S ` " °4 cw taw^ a mr rhy o from w
BY ESP AS=ATES. P.A. actual made under In �
NOV. 1095 – JAM. 1926 � 41,431 soft � � �' � � t N � A f�o (dwd d�ption ]nscod ( p back
STrf 1 J?� /.'' `v Q� �C 1 r Pop t1+pf Om bouunndpAss not anrey+d
f are frr�d(cated as drawn from kdormatlon
781 CCNITgUR LINE WAS DERIVED FROM A TOPOGRAPHIC ' 1�9AR �) � _ ►-+[ �' � T. ppyp the epha
MAP BY ESP ASSOCIATES, P.A. f S ".2 7 found in
THE 781 CONTOUR LINE WAS NOT FIELD LOCATED BY �0 ' ` �VB, SEAL ef�iis wvcwon PwP ���
ESP ASSOCIATES, P.A 1� H, r;I Ck5 ' 45I
�M4 KI L— 3180 ru. 47 —a0 as amended. wltn"s mr ork"
I I nurrrher and seal is
�� of Aq, A.D.. &LO.
f/ PER ZONE / I PIER LEASE AREA � 5"r" 1"Or
/ AREA (T'YP.) ' / ft 44
k' 450 I /e .3a/aa L -3f80
80,671 soft. 53.876 r4„ Itegistrvtfon Number
448 449 w V
52 535 sq R a 47.084 s¢R a# ' '
�_ ti R
LAKE NORMAN
/ J LAKE NORMAN J DUKE POWER COMPANY
DUKE POWER COMPANY / DB 481 PG 91
DB 481 PG 91 f )�
' ESP ASSOCIATES P.A.
\ ' `� _ ' _ e g4neer[►+9• ► *+�PtohatRi*►q [ MM
!� � � �r � �Glls awr+ww Jlsrtesmrd /
_ $ - PM+rriRti AV AWS4 �r1 sac -Ian /kph 8Q86' 14 �� � �' 1 �
' 87• /
r d" 32.91' ya.77' 4
THrS 011AWNG AHN M THE DF" SHOIMN ARE THE
PROPERTY OF ESP ASSOCIATES, P.A. THE ALTERAIM It
OF THIS DRAIIMSG WTMOUT THEIR WWTTE7N OWSENT IS
PROHWrM AND ANY MFR1tNM&I4T wr.L 6E SUBJECT
TO LEGAL ACTION. pL4 }r — pL423 _4
ESIP A29MTES` P.A. PL428
FINAL PLAT OF THE POINT
PHASE 4 MAP 4
M[17.p45
SCALE
OWNER /DEVELOPER: THE POINT ON NORMAN, LLC
1" -100'
HATE
LOCATED IN DAVIDSON TOWNSHIP
PAD BY
CHECKED BY
IREDELL COUNTY
NORTH CAROLINA
Coe
DRAWMNG NO.
THE POINT ON
NORMAN, LLC
DATEH�R,rISURV
DATE OF SURVEY:
10/95 "U 4/00
2214 EIRAIMLEY SCHOOL ROAD
PLAT DATE:
4/11/Z000
MOORESVILLE, N.C. 28115
(704) 660 --1185
„i OF 7 STS

LINE TABLE
LINE TABLE
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
IK
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L25M
14.91'
7'07'
L2700
28.78'
■ • •
122829
31.32'
N 29:W 1' W
L2951
29.76'
N '17'
1-25157
34.13'
14'31^ W
1-2709
45.28'
1-21530
20.38'
4'
1-2952
23.15'
N 4
L2588
34.87'
N 35'21'9- W
L2710
80.15'
AN
1-21531
15.85'
N 49'49'48' W
L2953
43.95'
N 75'31'07'
1-2589
39.45'
7'40' w
L2711
43 64'
L2632
14.29'
1 '4 ' W
L2954
26.79'
N '56'1 "
L2590
31.14'
'} ' w
L2712
30.95'
L2833
26.40'
L2955
22.29'
N
L2591
23 -10'
•43'38" W
L2713
57.80'
L2034
28.09'
L2956
30.06'
H 7
L2592
23,66'
N
L2714
53.57'
11
L2835
18.74'
L2957
31.75'
L2593
24.98'
L2715
47,13'
L2836
17,49'
'
W-73
L2958
35,78'
7'
12594
39.34'
W
L2716
18.85'
L2037
22.85'
'
L2959
30.18'
'17'
23.09'
7' T 0'
L2717
14.30'
'57`
L2838
30,32'
L2960
22.27'
L2598
52.15'
L2718
26,92'
1-2839
27,17'
1-2961
19.14'
N 2_4*M'49*
L2597
22.07'
L2719
33.73'
L28Q
20.31'
6 7' E
L2962
19,69'
12598
15.94'
L2720
21.96'
L2841
29.01'
12963
31.92'
p 1 r>'
L2599
43.71'
7
1.2721
27.63'
L2842
37.26'
L2964
6-40'
7 3'
L26DO
10.54'
N 7 W
L2722
22.54'
N '37' E
L2843
3177'
7' E
L2965
27.03'
N '44•
12641
24.37'
N '45' W
L2723
21.56'
N 3
12844
26.35'
N j1:g5'2.7' E
L2966
25.08'
N 1•
L2602
19.29'
N '07'57'
L2724
13.85'
N 2dVJ4'O5' E
L2845
36.24'
4" E
L2967
30,11'
'47'17"
L2603
5.54 '
N W47'40- W
L2725
16,29'
N 29'48'21' E
L2846
3&12'
N 3 ' 5' E
L2968
14,13'
N OVD ' 7'
L2604
32-07'
N V
L2726
5.11 '
N 21 E
L2847
26.73'
N 6411'
L.2969
14.81'
N 59'12'27"
L2605
26.58'
N 27'40'05*
L2727
2152'
7'
L2848
2&05'
N 7
L2970
26.17'
S 7
12606
21.09'
N 1914'24'
L2728
2033'
L2849
27.54'
L2971
24,04'
L2607
17.29'
7• E
L2729
20.10'
L2850
30.29'
N OWN) 7' E
L2972
4.58'
N 09'15'39*
L260a
38.65'
4'
L2730
10.88'
1-2651
34.19'
S 79,12-al ' E
1-2973
2a-79'
L2609
21.40'
L2731
10.55'
-
L2852
25.98'
L2974
17.79'
L2610
17.96'
L2732
23.51'
12853
27.30'
L2975
9.55'
12611
9.45'
7' E
L2733
1&76'
B'
L2554
39.73'
" W
L2976
13.30'
L2612
7.97'
L2734
21.55'
N 56,49*37' E
L2055
42.65'
N 56*12'OV W
L2977
17.25'
'34'
L2613
16.04'
7419-05- W
L2735
31.48'
L2856
31.45'
N 57-12'99' W
L2970
31.40'
S 52'10'29' W
12614
10,92'
50-17-16- W
L2736
31,34'
L2057
12.59'
N 12-4Q-37-
L2979
20.32'
S 20*41'05' W
1-2675
9.93'
7'43" W
L2737
20,05'
N 94:27-13-
L25M
21.32'
N 1 7' E
L2980
1&19'
S 1311 sor W
12816
26.62'
S 51 W
L2738
27,62'
N 19'31'59-
L2859
29.27'
L2961
16.28'
S 53,51D'9Z' W
L2617
32-81'
1' w
L2739
28,43'
N 79'52'15"
L286D
45AV
L2982
15.41'
5 2a-;,0'30*
L2618
23.67'
0' W W
L2740
32.48'
S 5LIA'11'
L2861
33.79'
L2983
20.03'
7"
L2619
17.59'
L2741
30,25'
L2862
29.40'
L2984
11.52'
s so
L2620
19.89'
L2742
16.34'
L2863
37,73'
N 51'39'47' E
L2985
18.36'
7• }• W.
L..2621
20.69'
L2743
6.96 '
L2854
10.10'
L.2985
15.27'
L2622
24.D5'
L274-4
13.66'
L2865
16.16'
L2987
24.93'
'
12623
24.96'
L2745
15.34'
17 ' W
L2866
30.89'
N 1'
L29M
26.80'
0"
L2624
42.39'
ff47"
L2746
29,05'
LM67
14.20'
1-2989
24.19'
S 25-03P39-
L2625
37.89'
L2747
36.66'
12868
25.78'
'1
L2990
28.18'
'54' 6` W
L2626
20.16'
L2748
22.66'
L2869
45.89'
7 17'
L2991
24,93'
W'41'45' W
L2627
27.53'
'55"
L.2749
1717'
L2870
3124'
7 '37'14'
L2992
33.87'
1.5 '47' W
L2628
29,47'
N '36' W
L2750
33.09'
&1-54-
L2071
27.79'
647
1-2993
24.75'
4.7
L2629
47,47'
02-25'40' W
L2751
38.33'
L2972
40.45'
4 7
L2993
'
'} ' w
1-2630
41.92'
7'
1-2752
35.82'
1-2673
21.11 '
L2995
31.13'
L2631
35.28'
L2753
44,40'
9'
L21174
34.26'
S 44
L2996
14.38'
16' '
1-2632
36.17'
L2754
1 &09'
1-2875
33.97'
1-2997
35.01'
N 7' '
L2633
31.81'
L2755
26,82'
L2876
19.62'
L299B
57.36'
L2634
53,66'
1-2756
43,77'
N 42.17'27* W
L2877
23.05'
L2999
15.31'
'
L2635
26.79'
1
L2757
19.93'
1-2878
33,42'
N
L3000
36.17'
•
12636
29.37'
1 7' ' W
L2755
15,53'
1-2579
25.16'
1 ' w
L3001
27.51'
12637
19.93'
44'
L.2759
25.34'
LUM
29.97'
14'
L3002
23.69'
#Nr
12638
45.35'
N 18'14'
L2760
13.01'
71 '19" W
L2881
21,71'
1 '51"
L3003
25.19'
L2639
5&22'
1 ' W
L2761
19.64'
05 4•
L2882
16.42'
47' '43"
L3004
14.73'
W
L2640
50.37'
N 16'
L2762
25.06'
} 1'
LM83
40.95'
7.47'56"
L30O5
30.74'
W
L2641
18.33'
N XI 2'15' E
L2763
22-39'
4
L2884
49.84'
H Hi " L
L3Oo6
15,89'
N 05'42'55
L.2042
20.81'
5 5376-30- W
L2764
33.31'
a ga,47'p6*
112885
40.22'
7' E
L3007
24.35'
N Qni'am' W
L2643
30.68'
L2165
36.36'
5 202'00* W
L2886
25.73'
5 7
L3008
17.16'
L2644
70,34'
L2766
3143'
L2887
2513'
L3009
16.46'
N 7"
12645
52.45'
L2767
45.31'
4
L2888
44,52'
7"
L3010
9.98'
L2646
36.96'
L2768
42.50'
7
L2889
62.08'
L3011
17.29'
7' "
L2647
41.54'
L2760
28.51'
't
L2W
5.71 '
N '14•
L3012
14.30'
N
L2B48
47.54'
' W
L2770
29.06'
131591
35.40'
7'
L 3013
28.66'
1-2649
58.36'
1-2771
25.43'
1 w
1-2892
40.98'
1'
1-3014
30.50'
L2650
15,}9'
L2772
41.75'
• W
L2093
23.14'
L3015
14.41'
4n 1'07'
12651
66.14'
'40' W
L2773
65.04'
47 '1 • W
L2094
26.77'
111 '1
L3016
25.35'
1 "
L2652
46.11'
Z@,14'30* w
L2774
47.70'
L2095
37.29'
N 7'
L3017
49.37'
N 03'54'42'
L2853 I
50AW
s w4615o' W
L2775
34.40'
5 7 i7' 1' W
L2896
30.24'
7'
L3010
21122'
h W 7'1 '
L2654 1
39,12'
5 1419'37- W
L2776
10.48'
N 59'02.'39' W
L2897
14.00'
N 49'05*07' E
L3019
34.58'
7 6'
L2655
38.43'
3 18'43'47' W
L2777
35.46'
7
L2895
26.06'
h 741 6' E
L3020
32.75'
N 1 '
L2656
48.00'
L2775
29,13'
7
L2899
19,04'
N 1
L3021
36.69'
12657
4&64'
7
L2779
14.76'
7" W
L29M
15.79'
5 7
L3O22
20.42'
12658
53.03'
L2780
1 &36'
L2901
26.52'
L3023
20,31'
4 7 "
12659
34.84'
N avoYi
L2781
72.21'
N 7
1-1902
10.89'
1' i
L3024
20.88'
N
L2650
55.22'
1" #
L2782
18.26'
L2903
17.52'
L3023
21.34'
'p
L2661
58.05'
It 7 " W
L2783
11,73'
N 7
L2904
2448'
N 44U'4V
L3026
11.92'
N 1 1' '
L2662
55,94'
" W
L2784
16.97'
' WWi
L.2905
33,70'
L3027
26,17'
L2663
106.83'
S 5723'41' w
12785
23.38'
N 011 1'1 " W
L2906
34.69'
N aiii'io' W
L3028
23.72'
N 00703'
12664
64.00'
7 w
L2786
1236'
N ' W
L2907
23.08'
B 1 ' W
L.3029
20.84'
'M'1 "
L2665
104.36'
' W
L2787
1 &68'
104'10' W
L2905
2&07'
56'33'20' W
L5030
27 -01'
N 1'46'06"
1-2666
85.06'
' W
L2788
13.43'
17'1 ' W
L2909
2&03'
7421'4' W
L3031
74.34'
N 127'2'
L2667
60,94'
&N'00' W
L2789
33.32'
N
L29iO
34.04'
1
L3032
2218'
N 2'1
L2668
2&49'
L2790
13.69'
N
L2971
19.44'
0'
L3033
16,73'
N 5' '
L2669
36.32'
L2701
14.65'
L2012
2&W
4
L3034
10.28'
,o9* 5'
L2670
77.74'
L2792
10,81'
L2913
34.51'
L3035
19.75'
L2671
$1.41'
L2793
31.16'
L2914
17.89'
7' 7"
L3036
41.04'
L2672
73.48'
4 7"
1-2794
37.93'
L2915
40.87'
7
L3037
26.39'
1 '
L2673
62.84'
}' W
L2705
41.27'
7'
L2916
26.45'
1' 7' W
L3038
12.75'
L2674
26.29'
7' W
L.2796
28.70'
N 27'12'51*
L2917
5.29'
1
L3039
22.66'
N 73-31 ' `
L2675
71,22'
N 19*16'35* W
L2797
15.79'
7
L2918
10.58'
" W
L3040
20.24'
1'
L2676
8916'
'1 • W
L2798
1&90'
N 24 ' W
L2919
10.68'
1'
1-3041
12.44'
N
L2677
85 -14'
' W
L2799
12.48'
N 42W t34' W
L2920
16.62'
4 ' W
L3042
23,66'
P4 05'02'16*
L2678
50,66'
S 19-1,3'1,3* W
L2800
2245'
N 98'44' ' W
L2221
3718'
A 8M16' W
L30,43
14.78'
•38'
L2679
40,76' 1
5 4,V 122. w I
L2801
26.75'
5 7512"11' W
1.2922
31.48'
N 8555'19* W
L3044
21.34'
N 17'19-09"
L2680
34.57'
7' ' w
L2802
26,09'
S 51 ' W
12923
24.11'
N 7833'55* W
L3045
28.23'
N 22*3r17'
L2681
60.42'
' w
L2803
16,27'
N 17'5742" W
L2924
20,53'
N 7
L3046
10,06'
N 75'55'19'
L2682
37.68'
L2804
15.08'
L2925
30.11'
L3047
17.36'
'
1.2683
21.43'
L2805
15.97'
L2926
34.39'
L3048
12.22'
' 7-
L2684
15.88
L28M
18.55'
L2927
43.49'
L3049
18.02'
' "
L2685
40.57'
1 • W
L2007
7.47 ' I
-r
L2920
26.63
N 09-39-
L3050
3,72-
6' '
L2686
46.79'
7' 7'
1-2808
19.34'
• W
L2929
12.40'
" W
L3051
11.94'
1"
L2687
45.47'
• W
1-2809
7,27'
• W
L2930
20.61'
S 7 '1
L3052
13.91'
L2688
44.73'
7' W
L2810
&42'
S 7 • W
L2931
40.92'
'1
L3053
13.10'
N 72'15'33'
L2689
89.87'
27'40'11 ' W
L2811
24.82'
'1 ' W
L2932
3238'
4'
L3054
9.21 '
N 42'39'15*
L26W
16.97'
()7-07-1,5' W
L2812
10.96'
§§-D7 1- W
L2933
31.36'
N 4'44' 11
L3055
20 -W
N 33-12-IQ- W
L2691
31.76'
'59" W
12613
21.31'
' w
L2934
77,32'
hl MN'44* W
L3056
8.86 '
1' ' w
L2692
47.66'
S 79'15'22* W
L2a14
12,71'
N a72r4r W
L2935
24.61'
N 33,Mln1 w
L3057
24.94'
N 33'50"
L2693
85.26'
• W
L2815
19,18'
S 7M'23' W
L2936
30.86'
N 01'42'30' E
1-3058
1
27.33' IN
2.23753'
L.2694
76.61'
L2816
17.57'
L2937
43.38'
L3059
24.84'
12895
50.74'
L2817
17,51'
L2038
27.04'
L3060
20.27'
L2696
53.21'
717A-13- W
L2818
5.91'
" W
L2939
27.31'
1-3061
153.38'
L2697
30.93'
13819
11-01-
' W
L2940
21.65'
Y E
L3062
19.1
7"
L2698
71,33'
N 52'49'58*
L2820
2012'
S 7811'55' W
L2941
25.49'
S 79'1 '
12699
38.10'
N -70'51 '
L2821
26.92'
N 27'57'46*
L2942
23.89'
N 7 7'
L2700
19.93'
L2822
7.30 '
L2943
13.99'
L2701
25.02'
N 7
L2823
17.40'
N 7' W
L2944
10.30'
N 13'15'46*
L2702
55.10'
7
L2024
19,12'
1 ri Vj 5' w
L2945
15,18'
L27W
3416'
1'1
L2625
19.77
L2946
30.01
7n5'32*
L2704
52.13'
8'56' W
L2825 -A
25.61'
4
L2947
3192'
S 751 '
L.2705
40.28'
N '51" W
L2826
4152'
N 14-56;10' W
L2948
25,28'
6
L2706
49.42'
V
L2027
9,73 '
1'
L2949
47.61'
L2707
$1.01'
L2828 1
14.91'
L2950
27.43'
ESP ASSOCIA TES, P.A.
e-ngineeringe stierlyeyirl gep tanning
10915 SouElrom Loop BslWevar+d
PineviU*, hV 28134 (704) 68e -4949
THiS DRAWING AND/OR THE DESIGN SHOWN ARE THE
PROPERTY OF ESP A$SDC>IATES, P.A. THE ALTERATION
OF 745 DRAWING WITHOUT THEIR WRITTER CONSENT IS
PROHIBiTED AND ANY INFRINGEMENT WALL BE SUBJECT
TO LEGAL ACTON.
ESP ASSOCIATE'S, P.A.
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDMSiON ROAD
CQNSTRUCTIO ANDARQ ,,CE99RTfFi LION
APPROVED W• ICT ENGINEER
DATE
�' l5 w Z.04I:7
ALL ROADS IN THIS SUBDIVISION WHICH ARE DECLARED
PRIVATE SHALL NOT BE MAINTAINED BY THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATiON. THE
MAINTENANCE OF ALL PRIVATE STREETS AND ROADS
ON THIS SUBDIVISION SHALL BE THE RESPONSIBILITY
OF -THE POINT OWNERS AS5 0CIATiON, INC. AND. IT SHALL
BE THEIR RESPONSIBILITY TO BRING THE ROADS UP TO
THE STANDARDS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION SECONDARY ROADS COUNCIL
BEFORE ANY PRIVATE STREETS ROADS ON THIS
PLAT ARE INCLUDED, AT ANY E AFTER THE
APPROVAL OF THIS N E NORTH CAROLINA
STATE MAINTAINEXR L� y�,
i
1�
+ T OrDRff }
I
I
35' REAR SETBACK
1
i`
w
ACC 04
T
4,/11/2000
I, a Notary
DRAWN BY
I
IK
certify that Arthur P. Ra=wd Ill ,Vies President, ss4ttele0 9 0 es'. ss�,
CLT Development Corp., authorized member /manager o{se ►s4 VE HEt
SJ
I
in
day and acknowledged the due execution of the
I=
I
�A
t sJ
o
I
b I
■ • •
0I
I4d
IL
A
0s. ��'•.• .
IB
1
35' FRONT SETBACK
IN
I
1__
10' D&UE__T Y
1' -6" MEDIAN -
CURB do GUTTER
2S'R R/W
r"I�I
THE POIN
DEDICATION F COMMON AR
The Point On Norman, LLC in recording this plat as a
portion of The . Paint Phase 4 has designated
certain parts cis "COMMON AREA" for use by the homeowners or
tenants of The Point not for the use by the general
public but for parking, recreational, and other related activities as
more fully provided for the Declaration of Covenants, Conditions, and
Restrictions applicable to The Point which Declarotions
recorded in the Mecklenburg County Registrar of Deeds in book
1095 page 1206 on 9 -19R and which said Declaration is
hereby made a part of this plat and incorporated herein.
I hsrsby certify that the subdvision plot shown hersan has been found
to comply with the Subdivision Regulations of the Count of Irsdell,
North Carolina and that this piat has bean approved by the subdivision
administrator for retarding in the Office of the Register of Deeds of
Iredell County.
oy
Date
-A: - X l:{.CIw..-
Sub&vislon Administrator
Iredell County, North Carolina
60' R/W (MINIMUM)
30' (MIN) - -+--- - - --30' (MIN)
12' (MIN.)
3'- 0 "`I"��
1 \r/FT. V !" t!?l,v ,■ ol " fcr
2' -0" ROLL VALLEY
CURB & GUTTER
CUL -DE -SAC DETAIL
DIMENSIONS FOR 2' -0" VALLEY GUTTER STREET
PAVEMENT SCHEDULE
(8) 1 1/2' BITUMINOUS CONCRETE SURFACE COURSE . TYPE 1 -2
Q 8' COMPACTED AGGREGATE BASE COURSE OR 4' BLTUWNUOUS
CONCRETE BASE COURSE. TYPE FIB.
2' -D• VALLEY GUTTER
t irsit^ -
CONCRETE
SIDEWALK
50' R/W (MINIMUM)
25' (MiN) 25' (MiN)
11' (MIN.) 14' -0' • }' 14' -0' t'-T (M•
a• 2' -0' 12'-
'w ONmCR
DIMENSIONS FOR 2' -O" VALLEY GUTTER STREET SCIDEWALK ETE
PA Nj� T SCHEDULE
1 1/2" &TUMiNOUS CONCRETE SURFACE COURSE , TYPE 1 -2
Q 6" COMPACTED AGGREGATE BASE COURSE OR a BITUMNUOUS
CONCRETE BASE COURSE, TYPE HB.
® 2' -O' VALLEY GUTTER
40' R/W (MINIMUM)
20' MIN) 20' (IrIIN)
-O" (MIN.) 11' -O" 9' -0" (MIN.
\Z"ZFT• - _ 114 "eFT• 0114.E _ 1 \r �-_
DIMENSIONS FOR 2' -0' VALLEY GUTTER STREET
PAVEMENT SCHEDULE
BOC ® 1 1/2" BITUMINOUS CONCRETE SURFACE COURSE , TYPE 1 -2
Q 4' BITUMINOUS CONCRETE BASE COURSE , TYPE HB OR 6"
COMPACTED AGGREGATE BASE COURSE
A 2' -0" VALLEY GUTTER
F H CARC)f OWNER-
THE PONT ON NORMAN. LLC
�O G _LSS + y 2214 BRAWLEY SCHOOL ROAD
C3' y MOORESVILLE. N.C. 28115
SEAL LAND SURVEYOR:
L -318fl ESP ASSOCIATES, P.A.
-k 10915 SOUTHERN LOOP BOULEVARD
' PINEVNIE, N.C. 28134
cgRY BRto o LAND DESIGN ENGINEERING SERVICES, INC.
17D0 EASr BLw.
CHARLOTTE, N.C. 28203
6a 44�*/aD
State of North Carolina
County of Eredefl
I,�nu+w 114-Awrr14 ,R"ew Officer of Iredell County,
certify that the map or plat to which this certification
fe affixed meets all statutory requirements for recording.
-zz-00
Review Officer Date
THESE LOTS TO THE BEST OF MY KNOWLEDGE
LIE WITHIN THE WS-iV C.A. OF THE LAKE
NORiAAN- CATAWBA AS DESIONATED BY THF_ --. .
NORTH CAR"A DIVISION OF ENVIRONMENTAIL -tD
MANAGEMENT AND AS APPEARS Olt the 9MATER'3FER:T 1: NC,
PROTECTION MAP OF 1REDELL COt1X Y: -
eo-zz -60
0 TE SUBDIVISION I YINf A OR ±"
'PUBLIC PLAT DECLARATION
This subdPofaron oar+tvina roads that an hereby dad*red public
The maintenance of all public sb eeta and roads in this eubdivialon
sholl be th■ reeponslbll} of . jFjE`Q�1tiT O�fE65 ASSOCIATION_ LNG and
it shall be thek respan Ity to briny such streets up to the standards of
the North Cardlna ment of Traneportatian before any streets
on this pre into the N.C. State Highway System,
Date
Owner : E P NT ORMAN, LL
BY A FDEN P. RAYMOND HI
LACE T, CLT DEVELOPMENT CORP.
AS AIZED MEMBER
CsrUffcate of OwngohM and D &22th
It is hereby oertlfy that I am the owner of the praparty shown and
deserted hereon, which it located in the sub Ian Jurtedlction
of the Cam'yy of he" and that I hereby adopt the plan of
subdhAslm with my Tres consent and setabllsh mlhimum bulding
setback lines. and deftate all streets, alleys, walks. parka and
other sites and easements to public or private use as noted.
Furthermore. I hereby dedicate all storm serer systems outside
public r/w to THE P01 00 HOA and all water line to
Carolina or C. of North Carolina.
Date
Owner : THE PO T ORMA LLC
BY ARTHU P. RAYMOND NI
VICE PRE T; Cdr DEVELOPMENT CORP.
AS AUTH 12ED MEMBER
STATE OF o1i!( A
COUNTY OF iS
MK 7' N0
PHASE 4 MAP 7
10_100,
ACC 04
T
4,/11/2000
I, a Notary
DRAWN BY
Public for sold County and State, do hereby
certify that Arthur P. Ra=wd Ill ,Vies President, ss4ttele0 9 0 es'. ss�,
CLT Development Corp., authorized member /manager o{se ►s4 VE HEt
SJ
Mjlrd a line ted Ilobtltyy
kxxnpony Aon y appeared before me this
•� .••••••■ SQ i
R +�s•• '•% �/ i.
•;
day and acknowledged the due execution of the
: :
foregoing instrument on behalf of the company.
�A
t sJ
WHness y hand and stamp or sec,
this day o1 7�'JOD ]
■ • •
My Corhmission Explrer. 5 • an • a Doi
A
0s. ��'•.• .
G t
`+st+rrkrr"1tt44
revfslon 1 6/13 -00 added public plat
declaration certMcate CO
FINAL PLAT OF THE POINT
MK 7' N0
PHASE 4 MAP 7
10_100,
OWNER/DEVELOPER: THE POINT ON NORMAN, LLC
T
4,/11/2000
LOCATED IN DAVIDSON TOWNSHIP
IREDELL COUNTY
NORTH CAROLINA
DRAWN BY
CHECKED e BY
THE POINT ON
DRAWING NO.
MK17PH4RM7.DW
NORMAN, LLC
PLAT DATE:
4/11/2000
2214 BRAWLEY SCHOOL ROAD
MOORESVILLE, N.C. 28115
(744) 660 -1185
DATE OF SURVEY-
8/98
10/99 THRU 4/00
SHEET 7 OF Z

8/19/2014
Gooste
610 E Center Ave#301, Mooresville, NC 28115 to 118 Brownstone Dr, MooreSHlle, NC 28117- Google Maps
Directions to 118 Brownstone Dr, Mooresville, NC 28117
9.5 mi —about 18 mins
https: / /maps.g oog le.com/maps?f =d& source= s_d &saddr =610+ East+ Center +Avenue,+ Suite+ 301 + +M ooresvi I le, +N C +28115 &daddr =118+ Brownstone +D rive, +M ooresvi I I e, +N C &hl =en &g eocode= Ff7kHg ld7Acv- ymn... 1/3

8119/2014 610 E Center Ave #301, Mooresville, NC 28115 to 118 Brownstone Dr, Mooresville, NC 28117- Google Maps
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https: / /maps.g oog le.com/maps?f =d& source= s_d &saddr =610+ East+ Center +Avenue,+ Suite+ 301 + +M ooresvi I le, +N C +28115 &daddr =118+ Brownstone +D rive, +M ooresvi I I e, +N C &hl =en &g eocode= Ff7kHg ld7Acv- ymn... 2/3

8/19/2014
610 E Center Ave#301, Mooresville, NC 28115 to 118 Brownstone Dr, MooreSHlle, NC 28117- Google Maps
610 E Center Ave #301, Mooresville, NC 28115
1. Head west on E Center Ave toward E Statesville Ave
go 0.5 mi
About 1 min
total 0.5 mi
2. Turn left onto S Church St
go 0.4 mi
About 1 min
total 0.9 mi
3. Turn right onto E Wilson Ave
go 1.5 mi
About 3 mins
total 2.4 mi
1100 4. Continue onto NC- 1100 /Brawley School Rd
go 6.4 mi
About 10 mins
total 8.8 mi
5. Turn right onto Marstons Mill Dr
go 0.2 mi
total 9.0 mi
6. Turn left onto White Horse Dr
goo. 1 mi
total 9.2 mi
7. Take the 1st left onto Ballston Dr
go 0.2 mi
About 47 secs
total 9.4 mi
8. Turn right onto Brownstone Dr
goo. 1 mi
total 9.5 mi
ro) 118 Brownstone Dr, Mooresville, NC 28117
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause conditions to differ from the map results, and you
should plan your route accordingly. You must obey all signs or notices regarding your route.
Map data ©2014 Google
Directions w eren't right? Please find your route on maps.google.com and click "Report a problem" at the bottom left.
https: / /maps.g oog le.com/maps?f =d &source= s_d &saddr =610+ East +Center +Avenue, +Suite +301 + +M ooresvi I le, +N C +28115 &daddr =118 +Brownstone +D rive, +M ooresvi I I e, +N C &hl =en &g eocode= Ff7kHg ld7Acv- ymn... 3/3