NCC230177_Site Plan or Location Map_20230123

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Co
Utilities Notes
Approval of this Plat/Plan does not guarantee water capacity or wastewater capacity. Current/future
capacity may not be available. This development may require additional improvements to the existing
water system onalur wastewater system to meet future water and waste water demands prior to a
a preliminary plot, construction plan and/or final plat approval.
CP C)
All utilities and drainage easements are to be centered in a Public Dedicated Utility or Drainage Easement,
\.
refer to approved construction plans for finalized locations.
Town of Angier
Minimum Budding .5erhaCKS
Zoned R- 6
Fron t: 20'
Side Line. 5'
Comer Lot by Street: 15'
U') 1�.$ Q Rear Line: 15'
C)
NN
QZ 0
13
FEW FLOOD HAZARD STATEMENT
Lots shown on this plat are not
located within the FEMA Flood
Hazard "Zone AE" as shown on
FEMA map No. J720068400K
Effective Date: 10103106
73
kn
PP If
1WV
NOTE:
Q) A 10' x 70' Sight Triangle
Q to ZD 6 shall be placed at a//
Benton Place vo street intersections as
Section 3, Phase 2
0 -5 -_5 Cn co shown hereon.
33 Plat Cabinet "E" Slide 50D
11 (
Wiley M. Altman, Jr. 57 0
D 8 942, Page 172 58.01
10,962 Pin
sq. ft. \ \ \
R-30 01
Nancy A. Williams 6 L=39.31
39.7 65.0 Common
9 0 1819
Daniel G. Williams 114
D B 3452, Page 189 1 65,0'
N en
1 65.0 _ _ ,:==, S�. ft. /9-
Wesley Brown 65 '=---.Space
65.0
::! 5
Monique Brown 65-d 0 0. -�-O. 525 Ac. .
__Mb� I
Q J3 -c) 7150
D B 3483, Page 109 147,4' @2 7750 sq. ft.
150 sq. ft. [F-
7, ; " ss WV
48.5 0 �� (&
4B.6 @ i� I @ 0 7150 7,150 sq. ft. �A
6,750 ft sq. ft. Fire Hyd
aj, 9,279 sq, ft. -7 Fiber Optics
ELS Existing Lightwood Stake Sq. Ft. square feet sq. 65-d
PP Power Pole Cp Computed Point ()4 8 r6o 5. U sq. ft.
(9) 2 tK.
co ' 0 N
ONE Overhead Electric Lines Street Address -V:-. 1J, 799 90 1-310,224
N. C. G_ S. North Carolina Geodetic Survey sq. ft. 2" BLOWOFF 4-- --A - sq. ft.
4 -:�­ 16,812 10,640
NAD 27 North American Datum of 1927 ASSEMBLY 4� all, q. ft. ft.
Tracy Escamilla 12,03 65,0, 46.6' 91 -27.7 Sq- 18.7'
NAD 8J North American Datum of 1983 D 8 19.37, Page 177 __30 1511 4 -C PP
NOTES.. 1 ---1--,-,- -Open
• Iron Stakes set at a// property corners U7 .01 -Pti-vore-\ y - Q. 6p,
9.3, 6@3 \77�223,6' "0. C) 4
unless noted otherwise. ��-14,698 ----= -
12,592 Q)
• Areas determined by coordinate method. A.9 7,150 C) 7,465 ft. ----i4'
sq. ft. 65 Q .!Q
• All distances dimensions are Horizontal 0 @ %.- 0
Phase 1 e sq. ft. s ft (P CD
q- QD
Simon McLamb
ground distances unless otherwise indicated. 9,78J
sq, 4Z
Ben ton Poin t Selina McLomb sq. ft. ft. 65.0, 70.21 Q .4, CL (3)
Plat Cabinet "F" Slide 782D D B 3631, Page 96 65.0, 09, Wetlands Q)
Q 15, OJO
jo3-6 (d QI
.Isq. ft.
3o.7' iz
'205.0 -TJ 00
This plat is a preliminary plan only. p (J 00
'0 C4,,� - .7' 8,159 8,147
sq. ft. Z_ It does not conform to G.S.47-30 as amended 13,849 sq. ft. ­15 374 <\
41ti
and is not intended for sales or recordation. P, 01, L 4- -sq. ft. 0ge 4� .4, sq. ft. 60. 4,3�R N3
Due to the generalized nature of this plot, the BLOWOFF 45.0'
lots shown may or may not represent actual lot ASSti
892626"W
layout. Refer to recorded subdivision plats for final 9 i W 1 0)
lot dimensions and acreages. N) P ­­­10825
50 8 sq. ft. 45.0' o raJna ­1 EasemL§_fitft.
_ - __
_�_r_iva_te
00
0-
10603
400 0 -<> -71 58 7,794 S�. ft.
8,086 sq. ft..
We t1an ds 15,073 sq. ft.
sq. ft. 105.5' 78.8' 17,545
0+_ 705 sq, ft. o- 165.4' .9 71'
.9 Wetlands
102.41
el- 91
8,680
­20,253
sq. ft. ft.
8,122 _,sq.
CP
11,291 11
Phase 2 S-Itcry S- M-We sq. ft. 3.8,
Rim ,.-203. . sq. ft. I
1 2905 VC 3F 0- te Droir'901:
1,78 r P
Ben ton Point M.71 8* Cb 2.g� r Lindsey Cobb
Plat Cabinet "F". Slide 809A 15,788 Rachel Lilly
Row Optic P�d D B J,389, Page 760
A.,dtc..,
107"E sq. Easement ft.
"A
(51 Ln P C "D Slide 9A
V43 W.1 *49 en sq
N 75 43 �'�2
Larry Curly and Moe LLC 'JU. V% 65 253.7
14,296
D 8 2060, Page 444 C, LiftBta an sq. ft. --76,692
Force WDIP * -_ ft.
TcP a" Dip U.M. 2 143 > sq.
/L_ 43 42
@
LP Tank _P�. 7,4 7J
Q Wct Cp 8,152
'Jig
8, /5d sq. ft.
Gi sq. ft, ­­ti sq. ft. Ight Pol. (6.6 P.t) 45 -i��q. ft.
16,927
3q,
Mletl P.t)
9,2_95 6i 4
ft. I
co
9, 538
12,415 CID 17- ft,
sq. _J 4� 40
1/0 > .9 �5
8
rye
Common Open Space A1UffFTO- 46.0,\ F 8,253
0s
6.023 Ac. (In Traverse) HYDRANT ft.. 39
@ 'sq. ft. DK
47, 7,691 6 _J
@* @ -sq. ft.
20,796 12,000
'0
sq. ft. sq. ft. 7,165 =39.0' -
o co sq. ft... 7 14,987
0 4.6' 2 sq. ft.
8,445 &8
We Van ds 0 3
01 sq. ft. 6,
17,642 C� .0
7 1\ 2- BLOWOFF IV 7150 1?1 .0- 10,571
.91 sq. ft. ASSEM O. si�- ft. sq. ft.
< 0- L�40- 0, 4 31
1\ 6,740
5 o-sq. ft.,
16,2 7079
01 sq. ft. 0 1to
04
sq. ft. 8,410 9 sq. ft. sq. ft.
12" sq. ft. .01
0
16,492 @
sq. ft. C� 21
Roadway<52), Lift Station Lot
AUTO -FLUSH
�1_ =2(.2
!.n HYDRW -21.0' 22.0' 6,399 Ti, 896 sq. ft.
245.1
4. Yvonne Y. Gregory ;1> 4-_59 sq. ft. own of AnM 2' _
0 W
D B 2447, Page 644 8 @
Map Number 2007-976 17,188 L - 8, 888 �0 20' Access Drive
IL 24 7, sq. ft. 40. 01 11�1 sq ft 8" ABC BC Stone
J4'XJ4 fence area
2'-6" ROLLED TYPE GUTTER & I \01
@* 8,264 Q, 40. -13 w16" ABC Stone
AUTO-O--FL1U§M -7�L 16 016
11,177 sq. ft. HYDRANT \ \
GENERAL NOTES: sq. ft. \%sq.' ft. (.A
1 CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING 7 16,116 Z14
C:) sq ft M 75,461
UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE sq. ft.
RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATION
L-20 Wetlands
SERVICE 48 HOURS PRIOR TO EXCA VA TION. 155.5'
2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF ANGIER AND/OR NCOOT STANDARDS AND SPECIFICATIONS. //%7 L-13
e
J. TOPOGRAPHICAL INFORMATION AS PER NC LIDAR DATA. 7 creeV auffer
4. NO CONSTRUCTION SHALL BE STARTED PRIOR TO GRADING PERMIT 1__
11
BEING OBTAINED FROM HARNETT COUNTY EROSION CONTROL. i Clara S. Young
D B 978, Page 414
1505
-__1500
VICINITY MAP
No Scale
LEGEND:
Lines Surveyed
TO
Telephone Pedestal
Lines Not Surveyed
MH
Manhole
Tie or Adjoining Lines
WM
Water Meter
Right of Way Lines
FH
Fire Hydrant
E(PIDS
Existing Iron Pipe or Stake
Esmt.
Easem en t
ECM
Existing Concrete Monument
R/W
Righ t-of- Way
EPK
Existing P.K. Nail
CIL
Centerfine
PKS
P. K. Noll Set
P. C.
Plot Cabinet
EMN
Existing MAG Nail
D.B.
Deed Book
MNS
MAG Nail Set
P.B.
Plot Book
/SS
Iron Stake Set
B.M.
Book of Maps
CSS
Cotton Spindle Set
PIN
Parcel Identifier
ECS
Existing Cotton Spindle
Number
RRS
Railroad Spike
Ac.
Acres
Preliminary Subdivision Plan
Lynn Ridge Subdivision
Tbwn of Angier Black River Township
Harnett County North Carolina
Scale: 1 100' Date: B-22-19
Currently Zoned. R-6 (Angier ETJ)
PIN: 0684-42-8059, 0684-41-8996, 0684-41-Jloi
PID: 040684 0013, 040684 007J 26, 040684 00271
0 100 200
GRAPHIC SCALE
PREPARED BY
IS TA N CIL & A SSO CIA TES
PROFESSIONAL LAND SURVEYOR, P.A. C-08JI
98 Depot Street, P.O. Box 730, Angier, N. C. 27501
[phone] [phone] (FAX)
stcnc#survey@gma#. com
Developer
Lynn Ridge of Angier, LLC
10305 Penny
Road Raleigh, NC 27606 919-868-3586
DOT Comments 12-5-19
911 Comments 1-6-2020
Town Comments 1-10-2020
15,
Cc'
20.
F0_
R/W
Road
Typical Sign Easement
Note: No Scale
A 10' x 70' Sight Triangle takes
precedence over sign easement,
Wetlands Note
Any impact to include but not limited to,
clearing and/or filling will be subject to
prior Inspection, permitting and approval
by the Army Corps of Engineers, andlor
NC DENR an d1or NC D WQ.
Course
Bearing
Distance
L-1
S 3I'55'30" E
45.64'
L-2
S 33 54 21 " E
52.55'
L-J
S 353I'54" E
51.83'
L-4
S 36*5643" E
4 7. 75'
L-5
S 3656'43" E
5. 70'
L-6
S 38 *J2'4J" E
5 1. ig,
L-7
5 40*13'48" E
41.56'
L-8
S 40*I3'48" E
1. 66'
L-9
15 4201'70- E
55.76'
L-10
S 43*2344" E
27.50'
L-11
5 72*1522" W
149.18'
L-12
N 5 1 'J,329 " W
76.75'
L-13
S 88*17'17" W
9.45'
L-14
S 6650'20" W
55 55'
L-15
N 6221'28" W
62.63'
L-16
S 58 *17'10" W
40,14'
L-17
N 775129" W
61,62'
L- 18
N 71 *4444 " W
92 75'
L-19
N 3644'14" W
21,59'
L-20
S 81 *29,38 " W
36.76'
L-21
N 6437'74" W
89-39'
L-22
N 5633'38" W
108.88,
L-23
N 454834" W
66. 56'
L -24
S 85*59'13" W
32 85'
L-25
N 71 *1456 " W
104,04'
L-26
S 492357" W
31.01,
L-27
N 533834" W
24. J2'
L-28
N 032238" E
15.62'
L-29
N 75 *J255 W
153.16'
L-JO
N 264326 W
59.64'
L-31
N 21*4549" W
93.J7'
L-32
N 40'19'48" W
111. 62'
1­33
N 6823'30- W
248.61'
%A C
Site Data and Notes
D B 3744, Page 570, D B 3744, Page 574, DB 3746, Page 673 and Map Number 2019-340
Property shown hereon is not located in a watershed district.
Property shown hereon is located in Meduim Density Residential Land Use.
No lot shown hereon shall have direct access to SR 1504. /N
J1.6J8 A. Net (In Traverse) In SbdivisioAIN-,
6.328 Ac.cNet Required 207OpenuSpace n
7286 Ac. In Traverse Provided Open Space (23.07.)
4.122 Ac. In Proposed R/W Engineering Design by:
77 Lots planned with Town of Angier Municipal Sewer and Water = 2.4 DUA
Minimum lot size = 6,740 sq. ft.
Maximum lot size = 23, 1JO sq. 'ft.
Average lot size = 11,444 sq. ft. noch
Minimum lot width @ RIW on Cul-de-sac = 40.00'
Minimum lot width @ R/W = 60.00'
Approximately 868 linear feet in Lynnridge Drive ngineers I P.A.
Approximately 1230 linear feet in Meadow Vista Lane I
Approximately 147 linear feet in White Hart Court CONSULTING E' & SURVEYORS
Approximately 417 linear feet in Ashley Oaks Court 1403 NC Highway 50 South - Benson, NC 27504
Approximately 225 linear feet in Hidden Glen Court Phone: [phone] Fax: [phone]
Approximately 165 linear feet in Moss Oaks Court E-mail: [e-mail]
Approximately 3052 linear feet Total in Development NC Finn License #C-2061
All streets shown hereon are to be 50' Public Dedicated RIW.
All construction shall be in accordance with Town of Angier, Harnett County andlor
NC DOT Standards as applicable.
All lots shall be served by Town of Angier Municipal Water and Sewer. Any utilities not located
in the 50' Utility Easements shall have a public dedicated dedicated on the recorded plats.
All Drainage easements are to be permanent & public. The maintenance of all said drainage easem en ts
shall be responsibility of the Homeowners Association and shall be enforced by restrictive covenants.
Refer to approved construction plans for all final utility and drainage locations.
Developer shall conform to a// Town of Angier, Harnett County and/or North Carolina
soil and erosion regulations as applicable
The homeowners association shall be responsible for maintaining a// the Open Space, street trees, and
any or drainage easements across any lot or open space. Street Trees, I per lot MAY NOT be removed.
No UNPERA41TTED disturbance is permitted within the 30' Blueline stream buffer as shown hereon.
Fire Hydrants and Street Lights shall be installed per Town of Angier Regulations.
All water lines shall be designed and sealed by a licensed engineer
during the permitting and construction phase. This is for planning
requirements only. All water lines that serve fire hydrants shall be
no less than 6 inches in diameter and meet fire flow requirements.
5' Sidewalks shall be required on both sides and installed per Town of Angier Standards and Specifications
50' Right-of-way
10'-0" Street
Tree, Utility &
DrainageRsm'
4'-0" 5'-0" 14'-6" 12'-0"
.
5'-0" 407Orainage
10'-0" Street
Tree'Utility
TiX8
. I
Sidewalk t ,0 Pavement
z0 Sidewalk
I"ft 114 Ift
114 If t If t
2" S- 9.5 B Superpave Asphalt mix
8" ABC, Type 8
&
Curb & Gutter
EE PROJECT. 5007
9" STBC, Type A or C
1-112" S-9.5 3 Superpove Asphalt Mix
21'-6- Valley
S 1
TYPICAL 29' B-B ROAD
SECTION
OF 16
Not To Scale
LHBR-921 P