NCC223511_Site Plan or Location Map_20221011

E
CL
N
N
N
N
0
N
N
0)
U)
co
N
0
0
LEGEND
0 EIR
O EIP
0
WV
ED
El
MB
O
0
FW
-X-
-T-
-E-
.W.
SS
VCP
PVC
RCP
WIF
WF
SURVEY CONTROL POINT
EXISTING IRON ROD
EXISTING IRON PIPE
COMPUTED POINT
STORM DRAIN INLET
STORM DRAIN CURB INLET
STORM DRAIN FLARED END SECTIOr
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
HYDRANT
CONTROL POINTS
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
702907.48'
2169864.56'
209.36
TRAV-1-NL
2
703270.29'
2169703.63'
214.47
TRAV-2-PKS
3
703739.78'
2169668.00'
211.10
TRAV-3-NL
4
704076.38'
2169404.80'
178.72
TRAV-4-NL
5
703888.90'
2169323.93'
187.67
TRAV-5-NL
6
703855.80'
2169201.79'
193.89
TRAV-6-NL
7
703863.01'
2169115.25'
196.71
TRAV-7-NL
8
703809.87'
2168996.65'
194.91
TRAV-8-NL
9
703885.64'
2168824.74'
177.48
TRAV-9-NL
10
703864.68'
2168702.50'
183.84
TRAV-10-NL
11
703824.50'
2168555.29'
181.79
TRAV-11-NL
12
703812.68'
2168446.42'
176.37
TRAV-12-NL
13
703689.08'
2168495.68'
206.83
TRAV-13-NL
14
703504.64'
2168694,10'
206.91
TRAV-14-NL
15
703206.86'
2168934.39'
204.31
TRAV-15-NL
16
702825.97'
2169258.98'
199.69
TRAV-16-NL
17
702694.25'
2169597.49'
205.59
TRAV-17-NL
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
BEARING
C1
51.68'
475.00'
6°14'02"
25.87'
51.65'
N43°42'16"W
C2
36,44'
25.00'
83°30'52"
22.32'
33.30'
N01°10'10"E
C3
39.58'
25.00'
90°42'38"
25.31'
35.57'
N73°07'12"W
C4
157.44'
475.00'
18°59'27"
79.45'
156.72'
N18°16'10"W
C5
32.69'
25.00'
74'55'12"
19.16'
30.41'
N28°41'10"E
C6
32.69'
25.00'
74'55'12"
19.16'
30.41'
N46°14'02"W
C7
126.97'
525.00'
13°51'25"
63.80'
126.66'
S15°42'08"E
C8
37.24'
25.00'
85°20'52"
23.05'
33.89'
N20°02'35"E
C9
35.07'
25.00'
80°22'28"
21.12'
32.26'
N73°02'47"W
C10
108,21'
540.00'
11'28'53"
54.29'
108.03'
S38°35'59"E
C11
41.75'
25.00'
95°41'02"
27.61'
37.06'
NO3°30'01"E
C12
46.33'
1545.00'
1°43'05"
23.17'
46.33'
N52°12'0
15"RCP
RIM=173.54'
IN=168.04' -\
\ OUT=167.84'
TOC=173.20'
- IN=170.00'
OUT=169.80'
15"RCP
TOC=173.23'
OUT=170.03'
RIM=173.09'
IN=168.39'
OUT=168.29'
FINV=160.48'
r 161.00'
4
15"RCP
WATER VALVE EIP EIP �1L�V'ati22\
44
TOC=200.46'
4"E IN=192.01' -
OUT=191.91'
RIM=196.12'
I N=182.92'
OUT=181.72'
TOC=193.67'
IN(SE)=188.97'
IN(SW)=189.12'
OUT=187.87'
RIM=179.34'
IN(NE)=172.09'
IN(SE)=170.09' 18"RCP
OUT=169.94'
I ---
tr = __WIL
AW9
TREE LEGEND
AR RED MAPLE
MG SOUTHERN MAGNOLIA
PT LOBLOLLY PINE
QR RED OAK
EXAMPLE: 10QR = 10" RED OAK
- 24"RCP
TOC=203.76'
IN=193.41'
OUT=193.31'
i- 24"RCP
IN=191.94' V
OUT=189.79'
TOC=204.31'
IN-192.91'
OUT=192.81'
RIM=203.94'
IN(NE)=186.54'
IN(SE)=188.99'
IN(SW)=189.34'
OUT=186.44'
24"RCP
TOC=206.79'
_ IN(SE)=200.09'
IN(SW)=193.89'
OUT=193.69'
RIM=210.21'
IN=194.31'
OUT=194.01'
TOC=211.64'
IN(SE)=201.14'
3 IN(SW)=207.34'
C-7-zl OUT=201.04'
GENERAL NOTES
1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON THE PROPERTY OF WALTON FARMS, LLC,
PIN 16103027, AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND
THEREFORE ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN,
2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A FIELD SURVEY BY STEWART INC. PROPERTY LINES SHOWN
TAKEN FROM DEED BOOK 5403, PG. 74.
3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88. BASED ON GPS METHODS USING REAL-TIME KINEMATIC
SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC SURVEY MONUMENT
"SUBDIVISION".
"SUBDIVISION"
N 707828.98'
E 2201373.64'
EL 328.8'
4.
THE INITIAL STATE PLANE POSITIONS FOR THIS SURVEY WERE SCALED FROM GRID TO GROUND FROM A PROJECT LOCATION OF (TRAV-2)
N.703270.29' E:2169703.63', AN ELEVATION OF 214.47', USING A COMBINED FACTOR OF 0.99989180'.
5.
THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.
6.
UTILITIES SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE EVIDENCE AND UTILITY DESIGNATION/MARKING SERVICES LEVEL B
PERFORMED AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING
CONSTRUCTION.
7.
TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY.
8.
THE SUBJECT PROPERTY IS ZONED "PD-R" (PER JOHNSTON COUNTY GIS).
TOC=212.67'
9.
THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE AND FUTURE CONDITIONS 1%
- IN=201.27'
ANNUAL CHANCE FLOODPLAIN), X (SHADED) (AREA OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF FUTURE CONDITIONS 1% ANNUAL
OUT=201.17'
CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS OF
TOC=213.16'
LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AE (AREA DETERMINED TO BE
IN=201.81'
INSIDE THE 1% ANNUAL CHANCE FLOOD, BASE FLOOD ELEVATIONS DETERMINED), AND FLOODWAY (DELINEATED FLOODWAY OF A
OUT=201.71'
STREAM). BASED ON THE FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER 3720176000K DATED 06/20/2018 AND MAP NUMBER
r 24"RCP
3720177000K DATED 06/20/2018. FLOOD HAZARD LINES SHOWN HEREON ARE FROM FRIS.NC.GOV.
/ °
.1�
1'pEIR BENT L1 a I ^`1 C9
CR�G
AP U C 8A ti� TOC=213.20'
L fy� IC-206.7 IBC, 24"RCP IN(NE)=202.00'
RIM=172.07' TIE) I V-159-92_ / \ I /IN= 4.5 IN SW 2
TELEPHONE PEDESTAL ( � ( )= 09.50'
�`' �i ) I VqTC�2�2�52'=
��1 TTTC O T194.48 F
INV=169.47' / co HOC 1 3.14'r 16 '/ OUT=201.90'
UTILITY POLE TOC=173.19' ^o _ 1 \ \� )� )��'11�1 j \\�o r'o \ I I S,AOUT- 6 74' � o�/ 2 ♦ C� TOC=213.80'
G /( `n \ \ I =5.2' RIM=212.33
IN(NE)=169.69' QI 15" P cn I o_ `� ♦ IN=209.70'
K ra,A,GI,. 1�'-- >� IN=195.48' CLUB CONNECTION BLVD.
GUY WIRE IN(SE)=169.69' \1 /F �� f �/ "' \\�1� I �T,,�!C�"2 0� / 9- OUT=195.38' 4 ♦ Q OUT=209.60'50'PUBLIC R/WOUT=169.59' 8� 'I�,K� \ 11.4 (P.B.90, PG. 242)TOC=212.15'
SIGN EIP D.B.5032, G. .,• I 95` UT-207.69' / \ < ^ AV RIM=215.24' OUT=208.60'
PIN 16103031 W1 \ I I I I V 6 C CLUB CONNECTION BLVD.
MAILBOX _ Ili, I� B1AN \ I \\ /2 IN-197.14' TOC=213.74'
EIP I S _ _
DECIDUOUS TREE S44° 56' 37"E 282.94 III I \ \ 205- OUT-197.04 IN-209.74' (P.B. 90, PG. 242)
��/ \ GRAVEL �� OUT=209.64' TOC=208.23'
�j I
IN,,_ . ,�� JJII I \ \ \ S �/� PILEeTW-213
\\ Pk RIM=198.12' IN=204.58'
EVERGREEN TREE ����\ I , X I' I / ^ \ <q r'�3 OUT=197.87' V RIM=211.22' 018"RCP 58
BUSH \ JJ ,, / \ 1 / /\�J / / 1 / N ` .87' IN SE =199.42 INV=204.91'
° lrj/ / / (' O T=21 .12' \\ -\ W IN(SW)=201.22'
0.2/o CHANCE FLOOD LINE `\/ / / �/ / / �� < U 0 \ SS` _ T
�210 / ZRIM=214. ' RIP \� \ A OUT-198.9T FLAG
1% CHANCE FLOOD LINE TOP J/%% /' /�`/// / / // \ /J IN=198.91' RAC -�\ \ FIR I/C P WM POLES
�1 // / / /// l ( / c N
OF BANK // /`NdODED \ bFRT\ / 0119 /P \ \�\ /N 12 R , Id I
FLOODWAY LINE 1 L ��� // /`L� AREA / J SCKPiCE \ \\ / / / / �P����~\\� 21 ` S
SILT FENCE ca I�r )� ° / ryoh/ / / / ARE \ \ �✓/-� / / / / �� \ \ \ �\ S s S
WOOD FENCE I II ���� / I I / // / / / / / / / \ \ \ _ X4 JAR 1AR 1AR O 1 ,
N/F I I / / / \\ \ \ \\ V W W
( )
T WV
TREELINE FSC 2, LLC ) /////// / / / / / / \ �\ \
D.B.4952, PG. 928 / �
PIN 16103029D / ll����j / I �21 �� / / \\ \\ �A= 13.70'
UNDERGROUND TELEPHONE LINE 7 / / o II //� / `L / �- \ \ �2�5, IR c�� �� G r
^o /�/ l I I Ill l lllllllllll✓/ / / /�0�, \ DRIP VV
EIR \ `= 3M II
UNDERGROUND ELECTRIC LINE / / ^cD / / ��\ I
�// I / / \ \RIM-210.93' RIP` I fN
UNDERGROUND WATER LINE �� I �I
/ /�/ ^cOyh'////���/ / I // X�\ \ �\ \ _BUT-2�01.63' RAP
SANITARY SEWER LINE_�\\ \\ \\ \\ BLO�K 1 Amv
BAF
1 ' _ WALL \ II I
/ �/ ���� ��� 1 ) / / / \ GRAVEL ^ \ BAFFL
STORM DRAIN LINE WOODED I / ` PILE 2��/ / / / �j �_ \�x \\\\�'O ` R �I
WOODED
OVERHEAD WIRES / �p�RE� / / � / / s� ~/ AREA II
UNKNOWN DESTINATION 9 / -= -� `� ° ) / POND I
CONCRETE SURFACE
CONC�ETE
CON C SU C PV PIPE DEBR
VITRIFIED CLAY PIPE RIP / II
POLYVINYL CHLORIDE PIPECONCRETE
REINFORCED CONCRETE PIPE~PPE DEBRIS / I I I \ \ \ oo I
1.0% ANN
WROUGHT IRON FENCE FLOODLP co C1q
IN
WOOD FENCE \
D.B. 4544, PG,I�
PIN 16103
El
/// POND�2 \ Cl)
�l �. N/F \ \�\ W.E. 195.40' \ O� \ oo \ ' 1 I
WALTON FARMS, LLC \ \ \ \\� \ I \ 1RIIPP PJD
I )(01P
I D.B. 5403, PG. 74 I' 1 ^oo to PIN 16103027 / �• \ \ \ \ I I
/ WOODED , �F B�NI / /coo �p I �- / \ \ \ \\ / / l / I
I A EA I \ II
�o WOODED�15 L AREA
153� R P
/// O O
N
oll
X
M/R
SIGN��RIP
�/ I I / // ( \ 1 / x I \
RA OLD <
BUILDING ~ 1RIP
FOUNDATION \\ RAP \ WEL
36� + \ HOUSE
/ SHE
51LT FEN X �0 14 Xf MT FENCE X X 1 X / X / / X I�F� E / 1 IN RUIN)28 X SILT FENCE SPIGOT J
4'WF 4� EIP N38° 3 W 192. ' EI
i (�� li/��ll 3 N38° 3T 0-1556.' s' f E OF fVVr
N/F GRAVEL DRIVE {18RR 14QR MB
\ \\ \ SHED 0TEDGE OF ED E OF
BOBBY RAY & EDG J GRAVEL DRIVE CONCRETE DRIVE
' MAVIS C. HOUSE GRgVE7t P (TIE)
' D.B. 705, PG. 629 DRIVE N/F
PIN 16103028 I HILIP E. RR E
D.B.
I I
LINE TABLE
LINE
BEARING
DISTANCE
L1
N30°43'08"W
51.34'
L2
S08°46'26"E
40.73'
L3
N08°46'26"W
51.72'
L4
S08°46'26"E
219.46'
L5
N13°16'28"W
51.08'
L6
N44°20'26"W
75.75'
L7
N53°35'39"E
52.73'
L8
S38°37'00"E
25.16'
L9
S39°11'0011W
45.69'
L10
S52°51'26"W
55.12'
L11
N63°00'17'W
7.96'
LINE TABLE
LINE
BEARING
DISTANCE
L12
N76°35'28"W
34.94'
L13
N76°58'53"W
46.36'
L14
N41°23'11"W
60.22'
L15
N17°04'22'
46.26'
L16
N63°11'45"W
18.44'
L17
S82°20'43"W
28.96'
L18
S39°38'05"W
32.83'
L19
S14°51'44"E
46.80'
L20
S79°12'05"W
13.31'
L21
S45°41'16"W
36.02'
L22
S16°51'32"W
32.42'
LINE TABLE
LINE
BEARING
DISTANCE
L23
S68°22'45"W
14.36'
L24
N66°30'36"W
16.62'
L25
N42°4319"W
63.58'
L26
N83°37'06"W
17.51'
L27
N61 °53'27"W
30.85'
L28
N18°40'37"W
34.83'
L29
N64°53'48"W
30.49'
L30
S33°30'37"W
62.93'
L31
S89°12'04"W
71.24'
L32
N57°28'16"W
33.81,
L33
N34°48'17"E
48.50'
LINE TABLE
LINE
BEARING
DISTANCE
L34
N64°46'48"W
63.29'
L35
S69°12'35"W
38.34'
L36
S33°22'38"W
22.06'
L37
S39°30'47"W
18.64'
L38
S01 °26'42"E
30.21'
L39
S51 °31'53"E
46.24'
L40
S08°30'07"E
30.55'
L41
S47°27'52"W
36.33'
L42
S59°42'44"W
40.59'
L43
S46°49'18"E
65.96'
L44
N46°49'18"W
22.11'
I, DUSTIN J. McCARTY, CERTIFY THAT THIS PROJECT WAS COMPLETED
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL
GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY
AND/OR ORIGINAL DATA WAS OBTAINED ON 09129/2021; THAT THE
SURVEY WAS COMPLETED ON 10/2012021; THAT CONTOURS SHOWN AS
[CONTINUOUS LINES] MAY NOT MEET THE STATED STANDARD; AND ALL
COORDINATES ARE BASED ON NAD83(2011).
DocuSigned by:
�w5}ttn 1 �� 10/29/2021
827CA5A45EC2471._
DUSTIN J. McCARTY, PLS L-5213
�N CARO/ /,
O� / #�
Kz ' • E S S / °•• 9
SEAL
L-5213 r;
.•••GA i �' •.. SURQ-
Q.
� • //V J
PIN 1Rin-mgRn
V
RIM=207.88'
OUT=200.38'
TOC=-208.37'
I N=204.62'
OUT=204.52'
COVERED BRIDGE RD.
NCSR 1700
VARIABLE WIDTH PUBLIC R/W
(P.B. 90, PG. 242)
205�
TIDED
- INV=200.56'
24"RCP
INV=200.41'
Town of Clayton
Approved for Construction
Signature: Date:
Director/Assistant Director of Engineering
Signature: Date:
Planning Director
Town of Clayton Engineering must be contacted at a
minimum 48 hours prior to the commencement of
construction activities. The Town of Clayton will not be
responsible for errors and/or omissions on these
approved set of plans.
PROJECT #: 2020-92-SDM
STEWART
101 WEST MAIN ST.
FIRM LICENSE #: C-1051
DURHAM, NC 27701
www.stewartinc.com
T 919.380.8750
PROJECT #: L21048
Client:
HEARTH POINTE DEVELOPMENT
114 W. MAIN STREET
CLAYTON, NC 27520
Vicinity map:
LP NIER PI -
NORTH
Seal:
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
Scale:
0 ## ### ###
SCALE: 1" _ #### NORTH
Project:
WALTON FARMS -
PHASES 5 & 6
Issued for:
CONSTRUCTION
DOCUMENTS
No. Date Description
1 05.26.2022 PER TOWN OF CLAYTON
2 07.25.2022 PER TOWN OF CLAYTON
Title:
SEALED SURVEY
Project number: L21048 Sheet #:
Issued Date: 01.XX.2022
Drawn C 1 .00
Approveded by: --