SW6190902_Plan (Set)_20200622

VICINITY MAP
NOT TO SCALE
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
PERMANENT EASEMENT
wo w 100 YEAR FLOOD ZONE
Fw - FW - FLOODWAY
TREE LINE
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 125.52• SPOT ELEVATION
BENCHMARK
S1CN SIGN
❑T TELEPHONE PEDESTAL
wv
N WATER VALVE
FIRE HYDRANT
2" S9.5C
ROAD WIDENING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH POLICY ON
STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAY MANUAL AND
NCDOT STANDARD DRAWING 1205.04 AND 1205.05.
2. CONTRACTOR SHALL COORDINATE ALL ROAD WIDENING AND PAVEMENT
MARKINGS WITH THE NCDOT DISTRICT OFFICE PRIOR TO CONSTRUCTION.
CONTACT INFORMATION:
EARL LOCKLEAR [phone]
3. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING THE
ROAD WIDENING OPERATIONS.
4. CONTRACTOR SHALL NOTIFIY ALL PROPERTY OWNERS THAT ARE
AFFECTED BY THE ROAD WIDENING INCLUDING BUT NOT LIMITED TO
DRIVEWAY REPAIR.
5. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL UTILITIES AND
INFRASTRUCTURE AFFECTED BY THE WIDENING TO INCLUDE BUT NOT LIMITED
TO SIGNS, MAILBOXES, POWER POLES, ETC. CONTRACTOR SHALL REPAIR ANY
DAMAGE TO EXISTING PROPERTY RESULTING FROM CONSTRUCTION OF THE
IMPROVEMENTS.
PAVEMENT WIDENING SECTION
\EXISTING
ASPHALT
NTS
SITE DATA
DEVELOPER
ABJ INVESTMENTS,
LLC
MAILING ADDRESS
2031 MIDDLE ROAD
CITY, STATE
FAYETTEVILLE, NC
28312
PIN NUMBER
0565-71-5302.000
TOWNSHIP
STEWARTS CREEK
TOTAL SITE ACREAGE
39.73 AC
ACREAGE TO BE DEVELOPED
39.73 AC
ZONING
RA-20R
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
12.86 AC
IMPERVIOUS CALCS:
PRE -DEVELOPMENT
0%
POST -DEVELOPMENT
24%
SETBACKS REQUIRED:
FRONT
35 FT
SIDE
10 FT
CORNER SIDE
20 FT
REAR
25 FT
N/F
RSK FAMILY PROPERTIES LLC
DB 2230, PG 742
PB 2015, PG 137
ECM
_ R3 �2011)
00
1
gg5� /N37*12'37"W
5020 34,63'
o � �
�N37°16'11 "W
91.69'
/3
f
3 N54°55'39"W
/ 54.84'
LL I I
N79°54'24"W
71.91'
LL \ 3
Z W
�LO \
o \ N89°25'51"W
3 72.75'
< `�i.
`CONTROL CORNER �O. !y
N 550,459.808
E 2,067,968.490
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
67.64
50.00
N54°05'07"W
62.60
C2
34.80
50.00
N04°36'30"E
34.10
C3
39.27
25.00
N20°27'06"W
35.36
C4
39.27
25.00
S69°32'54"W
35.36
C5
39.27
25.00
S20°27'06"E
35.36
C6
39.27
25.00
N69°32'54"E
35.36
C7
12.28
255.00
S25°55'39"W
12.28
C8
86.91
255.00
N37°04'16"E
86.49
C9
100.00
255.00
N58°04'12"E
99.36
C10
26.43
255.00
N72°16'26"E
26.42
C11
18.40
25.00
N54°09'17"E
17.99
C12
57.87
50.00
N66°13'16"E
54.69
C13
68.52
50.00
S41 °22'00"E
63.28
C14
64.64
50.00
S34°55'32"W
60.23
C15
49.49
50.00
N79°41'07"W
47.49
C16
24.68
25.00
N79°36'59"W
23.69
C17
90.39
205.00
S59°28'02"W
89.66
C18
79.74
205.00
S35°41'31 "W
79.24
C19
39.27
25.00
S20°27'06"E
35.36
C20
89.98
255.00
S55°20'35"E
89.51
C21
100.00
255.00
S33°59'59"E
99.36
C22
91.93
255.00
S12°26'15"E
91.43
C23
39.27
25.00
S47°06'35"E
35.36
NC GRID NAD 83 ECM
(201`) y
'o
o`�0-
SW\ `� \
N87°53'25"E 135.92' TOTAL N ° \
p0 1 -% 3 3 00
1� S02°06'35"E \ \ LL _T
so. Z 50.00' �+
2� Ns
❑ LA \ r- cS, O \ kp
NS\i0c30
\tP.
oo
12SOp 2 28 \ his\G��� \C2 S02 �p0 \ \
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C24
39.27
25.00
S42°53'25"W
35.36
C25
39.27
25.00
S47°06'35"E
35.36
C26
39.27
25.00
N42°53'25"E
35.36
C27
39.27
25.00
N47°06'35"W
35.36
C28
52.77
255.00
N86°10'52"W
52.68
C29
65.87
255.00
N72°51'08"W
65.69
C30
70.04
25.00
S34°17'02"W
49.28
C31
116.19
50.00
S20°35'25"W
91.76
C32
39.27
25.00
S20°27'06"E
35.36
C33
95.38
205.00
S78°46'50"E
94.52
C34
39.27
25.00
N42°53'25"E
35.36
C35
39.27
25.00
N47°06'35"W
35.36
C36
34.26
255.00
S88°15'39"E
34.23
C37
84.38
255.00
S74°55'55"E
84.00
C38
39.27
25.00
S69°32'54"W
35.36
C39
39.27
25.00
S20°27'06"E
35.36
C40
30.10
205.00
N69°39'31 "W
30.08
C41
65.28
205.00
N82°59'16"W
65.00
C42
39.27
25.00
N42°53'25"E
35.36
C43
146.55
205.00
S22°35'21 "E
143.45
C44
80.08
205.00
S54°15'37"E
79.58
C45
39.27
25.00
S69°32'54"W
35.36
Ww ':0p' �� Q 4�1 4 \
0 GRAVEL /� \ \
ASPHALT / \ / 6O St,�. / M L C26
PROPOSED EASEMENT / / \ p0 \ �i. Ns= / / U�OC� p6�5� S02°06 5'E \ \`2 W /
27 �V po� �J,� �i� 1 �� / 25.00' \ �O 00
50.00' car
\ O �• � O. o 'J �
15.
AXLE O N/F \ ` / \ \ / 1`LSipo / jrC34 po
CURTIS CLIFTON RAY &WIFE, ♦ �
\ / REBECCA ROBINSON RAY S02°07'50"E ♦ 125013 / � \ \ \ / / /� 2 �d'� \$• / -22p. \ O. `JO• g /
DB 3363 PG 706 25 0 00
33.80 _CM / / \ \ , 12i LPL �� p0/ / \\ s <; 2� \ �
\ 1ERB / 2" \ 0 2 \ \ / / ' -51� Q0 / 41 S� \ O \ �5 cvo ` �`
\ EIP \ (P 12 cp 24 pp 5 O \ cP O 06 / N Yf �, O
\ (p 9 / / \ O 125 prod O •O \ co0`L p0 \ O. °oe CO `�
295 g 6'�'O c9\O. \� / ,220 \ A o1
\ \ N10°48'03"E �'1 0 �'_ / \ •o �N �0 \ O o� ;
\ EPK 17,81' 02 1 / cps 23 \� 500 al �� / \ \ J
S o 25 / \ 2 O F / i / o. J' � 20 O. o y r'c,, 32 to ;
1 /2' ��-- -0-- A• N F o / 42 W
( 1 /2" X / ECM 6 N \
ERB \ O /
DAVIS CHAPEL 6' ts, / \ 6' 6% 9"
ERB 99 �7�1 2" A.M.E. ZION CHURCH 19 Z t�` / i C 2 N87°53'25"E is \ `� �• NcP 'S0 A ` o
\ ` ERB DB 3172, PG 842 S01°59'35"E 137.52' TOTAL 2� \ dl� 22 \� 5p� i 4 `\ 55.48' W , N 06�� / \ 21p.4 m I U' o
\ SO, PB 2012, PG 511 �rn s % 12� \ 1 / \\ 3517 rn o" \ 2 Op r7 0 ^' Iu! I \ A
\ G RO O tP. / �p� P 0 C> \ S05 i •O 20g' \ n \ ^ 1 n
q0 r� i 15-N87°53'25"E 1 77 61. \/ C�
\ 2" ECM 922$ O tscp. S, / i $6$ \ / \\ 6' 163• / / wl ccnn N 33 = I ■ �i
\ \ \ \ EIP / 2� 21 F / 0� �� �g �p(P 55.48' r \ �j \ 39 I U w co o ■ ■
\ \ (p�P'\1' / / \6, wcS �2'' db
5 �$$60 i cP� 50 \ c� \ \ �� S65°27'06"E Q Q S65°27'O6"E
\ DAVIS CHP. 5 �- 2 s 1 1 43
AME ION CHUh \ \ti6Ln
R� R❑ 2 L09 / 6� Ni3`� / / / ' Np p6�� �1� / ��� �S\ „E 1 j I O \ O F- 0 I Go
1 0 \ _ 18.49' a r 8.49 i ■
SIGN rn. - 186.23' Y 1S24°32'54"W 195.00'� o
CD 0 / 02 / 45' 24 w M � CTI I o
\ 2A 2p., 2" p20 90' / S Si N \ - N15° n E w S W - LL
\ 6, F• S 12� � "� Gp�S i i / - 173.68'' o ♦-S24°32'54"W- c0 - N17'57'S2" I Of I Oo Oo `L
8• EIP N87°53'25"E 151.36' TOTAL . / \J�l p 06 46 I I
\ \ CONTROL CORNER fk� \ iy 8.68' !G� \(� O - 200.00' O 0 34 0 O n 3 I
N 552,317.328 �� Q 6'j° QjC� v(\L i �p� / 51 I O I z U I O O I� o I
E 2,067,900.063 \ 7 / 1 / CAS J J p J (V
�p / \ 'o A \N p Q Q o 38 04 m 1n I t
t3 \ NC GRID NAD 83 p� / O. \ �9 Os., G� j �P ��\\ / tS� !� V� 49 00I I p O 1 - - (0
\ u'• \ (2011) Sp2 S� A�• <" i I,P / s 44 �,� S24°32'54"W _-00
y Z \ ECM 16R / / \ 19 % p R�� 65�p tncv� 52 'ts• s / 0 0 a N24°32'54"E I Lu-195.00'- �(I `oo� M of I 3 0
a+�N \ `'�_ ` 2cP�- / 16 ryp� \ / /� �� / / No c; 6 N24'32'54"E co S24'32'54"W 1- o 185.00'- 0 0 o I Z
o. \ \ O o. s: 5 N I I
LL
G Ny O� Q `sir - 00`L 5� \ � Vry �y_ / 9.\ tL � 6�' 200.00' _ A
w w - 200.00' _ � I � � I o 35 0 � 3
O \ Oi9. N� . \/ �� �60 \�44 4 / / / 53 / 5a 9� a 0 0 0 0 0 r7 0 o = =
`\ F C14 SS6 F / / O S24'32'54"W F- o o i� i� o r`Vi o 37 O 0 0 - J oo I I I
I I S24°32'54"W 3 I ' ` C �0�3g / / / /,o^ 89.87' 1- o 48 o I I o 45 w rn I o o o M 4
2 \ 17 L / o ib S03°10'40"W 123.49' TOTAL 'fl cfl (0 I o I 195.00' �i / rn /rh
O \ UNSUITABLE w S35`59 .^� O Oo - 1 cn v11 0 O o to .
rp ` Oj \ SOILS U� �'"> 10 / 03"W- -i �rL� ^�. w Sri N24'32'54"E J I S24'32'54"W- J N N24°32'54"to
E I 04
o 01 '' oUITABLE .^�� I $
O \ y N / /� - 67,8g, _ o N-185.00'- "� SOILS M /N
I / V CO C4 _ N _ 0 O 3
>T y 1 O U I a 0 200.00' - w - 200.00' 10.00'
\ �' O I- c0 W W O
o� 4 q" E n M N 18 U 1 O w I U v1 I I
r' 22 3 \ d !� 55 i� 0 56 o 1 w U 10 C0 0 0 0
N/F N NOg° rn /of �o O `^' co O `° o> a o o I cN CA o I l
THEODORE MARK UNDERWOOD & WIFE, 0� \ 133 83 �'� \ \ V N65°27'06"W 54 0 0 `n o 0 o I Of I o 0 o I N N I
O 0 i• 36 rn c� C31 3
CANDY E. UNDERWOOD �p \ \ \ �� C C� • N 0 1n c•1 LO 47 °° p 00 46 LO O 0
DB 3497, PG 882 dl �� \ \ \ �`� ` _ 30.22' N65°27'06"W - �- - - - J - - - I w I v1 S24'32'54"W I
PB 2017, PG 175 O �, 30.22' - - - - J w - - - - J - - - d-
\ 14 C18-50.00'- G` AS _ 155.00_ _ _ 135.00' _ _ 115.00" _ 175.00' _ _ G�� �f `� _ _ _ _ _ _ _ _ I I 92.38' 3 °
U 8 175.00' 160.00' �G J �3_0 I N 4 0
ya N24°32'54"E N24°32'54"E 580.00' TOTAL ♦ / U �S24°32'54"W 335.00' TOTAL- / Yi I z ROCKING CANAL PLACE } m WILD STREAM COURT I a z
50� R/W (PUBLIC & UTILITY ACCESS)- - - - -� - - - - - 0 0- - - - _ - -50' R/W (PUBLIC & UTILITY ACCESS) - �/ S74°40'06"W J
�C �� N24'32'54"E 730.00' TOTAL �z . ,-S24'32'54"W 505.71' TOTAL 15.16'
8 -C7- 110.23' 125.00'- 125.00'- 125.00'- 125.00- 119,77' CO _ GS-119.77'-142.86' - 142.86'- 100.22' C2 JoloLU
� � � � � � � io `n 0 � is r in in in � `n
0 0 0 0 0 0 0 0 0 0 0 1 cD
\\of v� ,�� ao 0 0 0 0 0 0 0 0 0 0 l o o f ^ o ^ O O o z 4 a
6'. n0' O O O O O O O N I O O I CV O to O_ O 0 O O N O 2 N O O o
\ 5 8„ ,� rn 12 0 11 i� 0 10 i� 0 9 i� 0 8 i� 0 7 i� 0 6 rn rn 5 �_ 4 3 0 O I co 0 o
/ �y. ,� CV CV CV CV CV ill (0 u) (0
1 RB ERB , \ _ / c° in 0 i(l 0 in `O in 0 in `O - - - - z - - z - - z - - z - � 3 00 p
4'S6• ��1s, Z Z UNSUITABLE Z Z N65'27'06"W ZJCDOT C, - z
26, _ 1 _ _ I_ �1.. _ _ _ L ECM 111.20' G 100.00' A 119.77' 142.86' 142.86' 142.00' 95.00' 133.57'1 I I JA , : _,�•�
30' STREETSCAPE BUFFER 20.00' _ , - _
ERe F rn n' 3n ��' 125 00' I 125 00' 125 00' 125 00' 8 8' N24°32'54"E 987 26' TOTALS oAti
-D`
NCDOT
ECM \
TBM
4D PK NAIL #3
N 552,476.654
E 2,067,403.257
ELEV 119.83
NC GRID NAD 83
(2011)
NAVD 88
5/8°
ERB
NCDOT
ECM
TIOf. +� NCDOT n
N24°32'54"E 788.90' TOTAL - ECM
US 401 S I-� ■ - / US 401 S
60' PUBLIC R/W (DB 442, PG 68)
-ERB
■ NCDOT
■ ECM
I
■
■
I N/F
WILLIAMS FARMS HARNETT COUNTY, LLC
DB 3070, PG 108
PB 20, PG 80
w
100' PUBLIC R/W (DB 442, PG 68) BRIDGE � �
100 YF
_ = PF
NCDOT 4
�J ECM I I ,
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
y\ CARo
�QejFESS/p'•.•�i
S �
,sal _
sF•:;;•SU9 �-`�
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b(0•I$10
REVISIONS
I ISSUED FOR CONSTRUCTION I
06-18-20 ROAD STUB CONNECTION TO
Q EASTERN PROPERTY SHIFTED SOUTH &
60' ACCESS EASEMENT ADDED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
OVERALL
SITE PLAN
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
C-200

SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
VICINITY MAP
NOT TO SCALE
�I
N15°45'24_E 173.68 _ -i 01
F
o
N24°32'54"E 1021,652 SF0.50 AC Io �0
LEGEND: I o
a ECM® ECM -EXISTING CONCRETE MONUMENT N
EiP 00 EIP-EXISTING IRON PIPE 200.00' w
ERB0 EPK-EXISTING PK NAIL o 0
ERGO ERB-EXISTING REBAR o c LO
o COMPUTED POINT
o r �
N/F -NOW OR FORMERLY 0I
R/W - RIGHT OF WAY D 48 D o 1
PROPERTY LINE = o 20,000 SF (n I 1
PROPERTY LINE NOT SURVEYED `V I
L 0.46 AC m
ADJACENT PROPERTY LINE F_
RIGHT-OF-WAY z I
PERMANENT EASEMENT
FT]L - - - - - - - - - - -
� N24°32'54"E
too 100 YEAR FLOOD ZONE 200.00'
- FW - FLOODWAY - - - - - - - -
FT] F - -
TREE LINE m I 1
120 MAJOR CONTOUR C/) 0 1
o I
0
117 MINOR CONTOUR m o 0
x 125.52• SPOT ELEVATION --- 1 0 i
BENCHMARK/1
s-'GN SIGN 0
!� 20,866 SF
❑T TELEPHONE PEDESTAL `V
wv ( 0.48 AC
M WATER VALVE
FIRE HYDRANT
yam'/
OGRAVEL �__ __ 175.00'
ASPHALT __
, N24°32'54"E
SHEET KEY
/ ROCKING CANAL PLACE
50' R/W (PUBLIC & UTILITY ACCESS)
N24°32'54"E 230.00' TOTAL
- - 125.00' - - - - 119.77_
10' UTILITY EASEMENT G
- - - - -
l0 I l
w
�I I o 0
0 0 Io
(00 O N 00 O 1n 01 0
0
o 20,000 SF Z = 20,175 SF
1 0.46 AC 0.46 AC
z - - - -
1 30' STREETSCAPE BUFFER
15' SIGN
- - N65°27'06"W EASEMENT
NCDOT
20.00'
ECM 111.20'
125.00' 8.58' 10'X70' SIGHT, M�
NCDOTA-A-A-A-A-�- ' TRIANGLE
-200' BAY TAPER ► I. ECM 130' FULL STORAGE;
N
N
SITE DATA
DEVELOPER
ABJ INVESTMENTS,
LLC
MAILING ADDRESS
2031 MIDDLE ROAD
CITY, STATE
FAYETTEVILLE, NC
28312
PIN NUMBER
0565-71-5302.000
TOWNSHIP
STEWARTS CREEK
TOTAL SITE ACREAGE
39.73 AC
ACREAGE TO BE DEVELOPED
39.73 AC
ZONING
RA-20R
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
12.86 AC
IMPERVIOUS CALCS:
PRE -DEVELOPMENT
0%
POST -DEVELOPMENT
24%
SETBACKS REQUIRED:
FRONT
35 FT
SIDE
10 FT
CORNER SIDE
20 FT
REAR
25 FT
S24°32'54"W 200.00'
20'
I
o
0
o
44
1
I
60' ACCESS
20,000 SF
o
EASEMENT
0.46 AC
I
0 1
S24°32'54"W
w
200.00'
0
T-
-
N1
u')I o
1
II�
0 F
w
10 �
45
O
Lu 0
> Q
1 m
I>
20,000 SF
rm
0.46 AC
~
Y
m
1 z
W,
L - -
- - - - - -
W
S24°32'54"W
U
J
200.00'
SEE SHEET C-2'3
MATCH LINE
- 'E 186.23' _
N17°57'52' - - -
Cfl
c I
I
I
0 20'
0 38 N
0 I 1
0 20,225 SF I
0.46 AC
R3 (2011)
. go
so
so wear I LL
_ 90
- M 3 Iz I LL
- LL
S24°32'54"W 195.00' 1 I 100
Xt
- - - - - - - - - _ "' LL00
3 LL
LL I
1 34 1 0 I I I
u�
I= I 20,475 SF = _j I I I
0.47 AC 0 1 M I
0 1 S I I
n " ' S24°3254W o I I^ I
I I I
30' DRAINAGE EASEMENT
I
I
I
195.0
/
N24°32'54"E
U
I
T
30' DRAIN)
I
0
185.00'
Lu L
oN
I
Q Q
I
l0
o
C
1
0
I
YJ
0
I�
35
F
W
1
20, 475
1
of
��
1
>
0.47
N
o
37
D
0
z_j
1
1�
w
o
rn
20,350 SF
cnI
�I
m
I
m
0
0.47 AC
z
l
z
J I
S24°32','
N
a
t o
3
J
0
195.0
N
~
I
I
c�
0
o
I
N24°32'54"E
0
IOo
LO
0
01
J
185.00'
m
I r- - -
- - - - - - - -
Q
1
z
_
101 1
0�
0
1 co
46
20,866 SF
0.48 AC
L - -
- - - - - - - - J
I
175.00'
S24°32'54"W 335.00' TOTAL
0
N
10.00'
I
w
o
0
N
� 1 0
MAIL KIOSK
l
N l 0
AREA
0
.
I
l
0 CD
I
I
C31
0 21,141 SF
I
I
I
0.49 AC
I
'�--
-- -- 160.00' --
--� r
'C30
WILD STREAM COURT
50' R/W (PUBLIC & UTILITY ACCESS)�s-
505.71' TOTAL
_S24°32'54"W
�~---119.77' --
--
----142.86--
--
60' ACCESS
o
EASEMENT
,moo
20'
11
w
1=
I
13
I
I�
0 o
to
to
rnl[0
o
20,000 SF
20,000 SF
0.46 AC
0.46 AC
15' SIGN
_I-
EASEMENT
10'X70' SIGHT
30' STREETSCAPE BUFFER
c
,z
TRIANGLE
-
-
F
142.86'
10' UTILITY EASEMENT
13
m
I�
O -Y�
N
I�
z
20,000 SF
0.46 AC
L
100.00' 119.77' 10 DRAINAGE EASEMENT 142.86' 1 _142.86' „ 1
N24°32'54"E 987.26' TOTAL
�130' FULL STORAGE 200' TAPER
N 2' PS �Ro�
Q) - - w1'2 N12
(V
(V
-- -- -- -- i�2„ 2' PS
1 ERB
NCDOT
ECM
1
1
1
1
1
1
100.22'
O
20,054 SF
0.46 AC
142.00'
/ 11
pp
11 _�
-MILL 2" AT TIE POINT AND _ - _ - _ --
FEATHER OUT TO 0" AT 25'
INTO THE OVERLAY.
N /F
WILLIAMS FARMS HARNETT COUNTY, LLC
DB 3070, PG 108
PB 20, PG 80
N
00
o 00
ifl 1 I = I z
E EASEMENT o 100 M I
N I I I I
z
0 z I
1 M
o I
Sri OPEN
F 0 SPACE 00, M I
5' SIDEWALK M I I
„W I
M � 3 LL
100 yr • I I vi %rn I
1 ro 4 M/ N '`
UNSUITABLE I I 2 I I
SOILS
20'
'o
269,602 SF I /
6.19 AC 00, M I
w /
S24°32'54"W
0
92.38' � I ^ d
I N I 3
I 4
` M � Z /
30' VEGBTATED
UFFER I I
S74°40'06"W
15.16'
1 � olo I
'I 0 I
ILOz M I
N
I(001
I
0
0
20,039 SF
I
I
0.46 AC
3
I
z
I 0l to
o
1 1
0
00I
L
-
}�
ro
- -
Z
N I
-�z
I
.o(
--
=
1
P
95.00'
-
133.57'
I
I
�•ic �, nni
3
LL I I f
US 401 S g I U
BRIDGE
100' PUBLIC R/W (DB 442, PG 68) I I I
LL I
I '00 -� 100 YF -
NCDOT
ECM I
I
� I
Io �
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
i Q�` .•••• •••• � ;
ZpejFESS /� •.•��
S �
AAA _
R
b(0 IS -20
REVISIONS
ISSUED FOR CONSTRUCTION
Q06-18-20 60' ACCESS EASEMENT ADDED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
C-202

JOSEY WILLIAMS ROAD
SR 2027
E3/
HORSESHOE BEND ROAD
SR 2027
«SITE
<O�FR
LITTLE
A
NORTH
VICINITY MAP
NOT TO SCALE
oo1
so �o
0,
S�
°O,
°p, CONTROL CORNER ` \
N 550,459.808
E 2,067,968.490
NC GRID NAD 83 ECM \ moo
(2011)
Yr
o` S; W
\ 91
00
` � S�M�N•c� \ems , �/ •g, W ,S
0
o.
71
�A A
21,454 SF °•
0
2 0.49 AC > S 30
\
A.
60' ACCESS- / R28
`\ EASEMENT \�
00 \ \ cPo o?) \ ZO �- .1, off` �' W ; ,o°
20.46AC(2�
s 5F
6610
d'o! R30'
00.1
0' 0 , \ N OPEN ` `Zw \
i 2 20,099 SF o i so SPACE M LLo°
0.46 AC �Z� 105�� i \ o0. y t`nsw
Ol-
0% LL
125
//' !vN
0 21,732 SF
\ 50 AC
20,093 SF �
r,
0.46 AC o•
o s
s
20,087 SF °`
0.46 AC 14P� PGG�SSi /'/ / / ` O. \ so
\ P \ \ / •O�y ��G ���\�� P� 60' ACCESS \ \ \ Z� ?�<� r's\ \ 22,000 SF
0.51 AC
v�/
EASEMENT i3 �" \ °o,60 0 L0\ Cop
W
�A .
\<� r, /
y 2 24 /� RIB J �
5i� 20,366 SF \�" 'GcP�\'o 'I /0655 \ °
i �tS\ 20,082 SF \ /500 ' 50 c�020� / 0.47 AC `� > t�` \ `�02 00 ` 30' VEGETATED
v'. \ 0.46 AC > \ /\ o• 0 �� O,\o. 9� / 220' / \ LL \ o
tJs 0 / i GA \�-G� \c<` \ i BUFFER ` \ °�
o\°� <y \ 1 UNs111 °`
'o 05� o. 7 -yo i solL _
o. \ / / ? \ o 5' SIDEWALK
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
PERMANENT EASEMENT
1aa 100 YEAR FLOOD ZONE
Fw — FW — FLOODWAY
TREE LINE
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 125.52' SPOT ELEVATION
-Q� BENCHMARK
S-,GN SIGN
0 TELEPHONE PEDESTAL
wv
D4 WATER VALVE
FIRE HYDRANT
0 GRAVEL
0 ASPHALT
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
SITE DATA
DEVELOPER
ABJ INVESTMENTS,
LLC
MAILING ADDRESS
2031 MIDDLE ROAD
CITY, STATE
FAYETTEVILLE, NC
28312
PIN NUMBER
0565-71-5302.000
TOWNSHIP
STEWARTS CREEK
TOTAL SITE ACREAGE
39.73 AC
ACREAGE TO BE DEVELOPED
39.73 AC
ZONING
RA-20R
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
12.86 AC
IMPERVIOUS CALCS:
PRE -DEVELOPMENT
0%
POST -DEVELOPMENT
24%
SETBACKS REQUIRED:
FRONT
35 FT
SIDE
10 FT
CORNER SIDE
20 FT
REAR
25 FT
N /F
RSK FAMILY PROPERTIES LLC
DB 2230, PG 742
PB 2015, PG 137
0 00
101� 50
S02oil 50
21,683F ACJ !�
s a � ` I
2 2 <� \0
cP \ 20,500 SF v' 450,
cA\�` 20,014 SF rn is , 1p c� \ Og°4 N 1 I�
42 G s \ 0.46 AC \ cS� u�. \ 0.47 AC / `r'rp S �0 q4 ao
20/ s G O \� 5 \ / V
\ 11„w �\ 'do, ,L05 j r7 0
<��� \ / 505 5 / ocr` �> \ \ c� \ \ N o o I
\ LA 1LO vvo o� 163' �. \ w► I 0z =
9
60' ACCESS \ 39 1 I 1 1 I 0.46 AC ' or
EASEMENT
°27'06"E
cl\ \ \ \ \ 20,363 SF I I 1 S65 - t• � 11)
\ \ \ 0.47 AC S65°2706E 8.49' 0
\ 43 IT \ 18.49' I S24°32'54"W 195.00' WI \ \ — —
� 20,745 SF \ s.
1 0.48 AC \- — N17°57'52"E 186.23'
1 S65°27'06"E _ SEE SHEET C-2.2
18.65' M p,TCH LINE
L
S24°32'54"W 200.00'
9,3 (2
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
izzgN/ill R lf,``��
b(0 IS -20
REVISIONS
I ISSUED FOR CONSTRUCTION I
06-18-20 ROAD STUB CONNECTION TO
Q EASTERN PROPERTY SHIFTED SOUTH &
60' ACCESS EASEMENT ADDED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
DETAILED
SITE PLAN
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
C-2n3
SHEET KEY

JOSEY WILLIAMS ROAD
SR 2027
401 G
�e-
<0 R
HORSESHOE BEND ROAD
SR 2027
#(SITEFE
LITTLE
G
A
1-1
NORTH
VICINITY MAP
NOT TO SCALE
GRADING NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
LEGEND:
ECM®
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
ECM -EXISTING CONCRETE MONUMENT
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
EIP (0 EIP-EXISTING IRON PIPE
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
EPK
O EPK-EXISTING PK NAIL
BY SILT FENCE.
ERB
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
O ERB-EXISTING REBAR
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
o COMPUTED POINT
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
N / F -NOW OR FORMERLY
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
R/W - RIGHT OF WAY
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
PROPERTY LINE
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
PROPERTY LINE NOT SURVEYED
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
ADJACENT PROPERTY LINE
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
- - RIGHT-OF-WAY
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
PERMANENT EASEMENT
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
+aa YF 100 YEAR FLOOD ZONE
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
- Fw - Fw - FLOODWAY
SUBSTITUTE.
TREE LINE
13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
120 MAJOR CONTOUR
THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, AND SILT FENCE OUTLETS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
7. INSTALL UTILITIES.
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER
INLETS.
9. PERFORM FINE GRADING.
10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS AND PARKING LOTS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
14. LOT GRADING IS NOT INCLUDED. ALL LOT GRADING AND
117 MINOR CONTOUR FINISHED FLOORS FOR HOMES ARE THE BUILDER'S
x 125.52• SPOT ELEVATION RESPONSIBILITY.
BENCHMARK
Fs-,GNl SIGN
❑T TELEPHONE PEDESTAL
Wv
D4 WATER VALVE
FIRE HYDRANT
0 GRAVEL
ASPHALT
PROPOSED EASEMENT
LIMITS OF CONSTRUCTION
- sF - sF - SILT FENCE LINE
- JN - JN - JUTE NETTING
- DIV - DIV - DIVERSION BERM
0INLET PROTECTION /
/ AXLE O CURTIS CLIFTONFRAY & WIFE, \
/ REBECCA ROBINSON RAY
DB 3363, PG 706
ERB �
2" \1000
\ EIP
\ EPK ECM
1 /2 ` -C�-- N /F 7 \
ERB ERB DAVIS CHAPEL
ER \ECM
Q A.M.E. ZION CHURCH
\ � ERB DB 3172, PG 842
\
SO/C q✓ PB 2012, PG 511 \ ) i'o /
RO
\ 2,, ECM /
EIP /001
\ 1 DAVISCHAPEL
AME)ION CHURCH
\\ 1 L of l EIP P� CC�SS)
\ ` CONTROL CORNER 1 rJ !! GN-
\ ` N 552,317.328
\ E 2,067,900.063
1 INC GRID NAD 83
\ (2011) ^� 1Qj11 OG
y � \ ECM
� 1 L
c,
001 O
2 �y, 7s 17
O \ UNSUITABLE
\ 1 SOILS
O
7 I
rJ 55
THEODORE MARK UNDERWOOD & WIFE, �N� \ I v 0
0� � 54
CANDY E. UNDERWOOD
DB 3497, PG 882
PB 2017, PG 175 �o
Q�
\ 14 120 �071 001 001 - 00:+
V / 9117
=11� 117
\ \ , /10 - ROCKING CANAL PLACE
\ 118-50' R/W (PUBLIC & UTILITY ACCESS)
\ 11719 -
121 BLOC 117 - LOG---L LOC �C-
- LO
\ 13 \ \
Know what's below.
Call before you dig.
F
EROSION CONTROL NOTES
NAD 4� 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
Gft1D \ / MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
IJC \ i00 SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
\ / 4� WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
1 ECM / NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
1 REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
3 BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
f 4 FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
�� / PROPER BARRIER.
Ilk, I 2. TEMPORARY EROSION CONTROL FACILITIES Al
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
\ \ 1 BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION.
1I1 .�II lil 1 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
I1 3 \ SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
1 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
' \ CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
"THERE ARE NO WETLANDS ON THE PROPERTY. II`Iv \ DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
11 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
�J( \ OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
1 a \ WHEN TRACKING OCCURS.
\ 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25)
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR
\ DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN
DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER,
\ \ TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
A ` MUST BE NO LESS THAN FIVE FEET FROM THE
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
MORE THAN 24 HOURS.
\ 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
1 \\CONTROL CORNER ` CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
N 550,459.808 DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
N/F �� E 2,os7,9s8.490 \ TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
RSK FAMILY PROPERTIES LLC INC GRID N) 83 ECM A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
DB 2230, PG 742 I �1, (2011) ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
PB 2015, PG 137 1 I 1 111 \�\ i'� ` ` \ 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
1 1 I(\( 1 I ��i''• 3 AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
I AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
CONTROL MATTING, Al SODDING AND STAKING IN
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
3 MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED.
7 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
`so. 1� j/ ` �' t g, DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
f� 11° 113 / ��' a FINAL STABILIZATION AND PERMANENT VEGETATION HAS
129 0� 1oa\ �w� ` y\�` LL BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
1\1 7�0- ; \ APPROVE THE ACTION PRIOR TO REMOVAL.
0
G p) � � �o �4W�,\�� 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
f2 r J CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
J 1 11 1 �OC �
n C� '� >� 00 \ \ ACTIVITY.
's o\ LL \ 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
�a 2or; 1, W TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
28 �� 01 1 7' 'Q \;.,` �� ACTIVITIES.
s 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
^ 117 -� ��L �� //s r` ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
/ - ( I v0 ���� v "� \ PERFORMING WORK ON THIS PROJECT.
/ 01 / �' 0 0 :,',) \` \ 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE /
27 \ �� �s� 115, rJ , ?,i` "�' ; CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY /
/ I < \001/ �/ 0p1 / I I I �,`o \ \ ` RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN'
o` 1 ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
:•' ��\ \ ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
0 / OTHER ADEQUATE EROSION CONTROL DEVICES OR
25 j 1 �' BOG >>> 0 \ STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
\_ \ WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
�� 4 �1 OG PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
7s �- I \ v i\� ` LL WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
O 7
• OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
�''� e OG/ 41 < C� \( PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
a o \ \l1 PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
1,79 OG I O \` \�l q ` \ I MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
001 T. ` 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
/G k 0 SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
/ /� �,O v < \ 1 ( \ 1 DEVELOPMENT.
,3() 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
co6
\ ( I
11�� �/ , �Iji , CONTROL MEASURES SHOWN AND ANY ADDITIONAL
1 00 / ll \ I } MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
• \ \\ \
THE COURSE OF CONSTRUCTION.
\ - 16. ALL SEEDED AREAS AS
NEC SSARY, AND MUVLILL EFE
RTILIZED,
ACCORDING TOTHERESEEDED DETAILS
OG \ N I / 33 \�` � o I HEREIN.
L \� O , 39 W r� \ I I OCR ' Il 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
50 \ N J • Q 1 I`�:� ARISE ON SITE IS BRIAN RAYNOR. CONTACT 910-485-5790.
BOG r o 43 l r J Q l 0 CD LL
:11D 1 0
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Lo
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O \`�?A�.-1C11-== 118�,-- r �% =-- -- -'- ..ate=� J '�--- "�'"iO-I��`� THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
`� - .�_� ...---- -._._. _- ..- • F ---- =. 1 it c __3 r tY 1• /,
116114i� _-�__-_= =__ '-_= 1 ' - - --- -_ , C9 \ a 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
s, ` ---- 113 _ � � _ _- 113 __ �_ 112 ._ _ =_ c'� J " � t_ __� �_-�_= _��,��_.;>s;; •_-_: ? !�:_ � o O � � /� � � 1 +I LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
__ _ �_ --_- ---=- - _ .� t ---------- -i LOCH LUC -•t In 35
O � i� PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
L C ~ 118 _ �' �'` -' -�_-_ LOC O 43f/o EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
r 11 i =_---+
r-A Lvtr -- LOC OC37)+'� �' ^oo „ / /,/ FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
48 45 IV // 3 INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
of n - 112 !^04' �i%�� . / TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
/ PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
v r c, I�� PROGRAM OF THE NPDES STORMWATER PERMIT FOR
VI> a;�u o o y I t CA �� I �o ; CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
J "' SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
001 _ 001 001 YI 11 \\ 3 INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
_42�_ 121 �� U 00121 `001 001 OOH 001- OO r ��� 114� 1113 C L THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
120 119 = 0 � -� 115 � � [� ��� V COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
120 121 % 0JD �� ��-�� WILD STREAM COURT 16 ^^��' I U I \ I HTTP: PORTAL.NCDENR.ORG WEB LR EROSION
a o m 50' R/W (PUBLIC & UTILITY ACCESS) /1 // / / /
119-120 120 j 115- IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
ZIIC ZUC ZOC �� L = C HOC t OC - LOC L C LOC 116 119 _ I \ l ,` = . l I ( PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
LO - LOCH OC I Z 1 3 433-3300.
11
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1/2" ERB �I
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/ 1
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ERB �001 001 001 ��.,v =118
- - 01 001 001 - 118 <� ���_ - 119 19 NCDOT z 11y - 119 - - -7118 1 _+p
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NCDOT
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INC GRID NAD 83 \
(2011) \
NAVD 88
ECM Loe' L _ `u
J ? - US 401 S BRIDGE I
100' PUBLIC R/W (DB 442, PG 68) 3 'o
-- L 118 -r r-�a 119 - 117 1 /2„ 120 - -- =119 - 117` _ }
ERB j^{,fi / I I - 100 YF
Y Y YY Y \ r Y Y -�� ���.�� �.� - r�-l��i _� -_ -- --�
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N /F
WILLIAMS FARMS HARNETT COUNTY, LLC
DB 3070, PG 108
PB 20, PG 80
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
0site
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
``Iky\ IICARO �%
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U 6 4 2-2U
REVISIONS
ISSUED FOR CONSTRUCTION
2L06-18-20 ROAD STUB CONNECTION TO
EASTERN PROPERTY SHIFTED SOUTH
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-3nO

VICINITY MAP
NOT TO SCALE
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EiP Oo EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
PERMANENT EASEMENT
+oo YF 100 YEAR FLOOD ZONE
FW - FLOODWAY
TREE LINE
120 MAJOR CONTOUR
117 MINOR CONTOUR
x +25.52' SPOT ELEVATION
BENCHMARK
Fs-,GNl SIGN
M TELEPHONE PEDESTAL
WV
N WATER VALVE
FIRE HYDRANT
0 GRAVEL
ASPHALT
PROPOSED EASEMENT
- roc- roc- LIMITS OF CONSTRUCTION
- sF - sF - SILT FENCE LINE
- JN - JN - JUTE NETTING
- Dlv - Dlv - DIVERSION BERM
0INLET PROTECTION
I 1
� 0
001 � 119.7
01 P`'� N 1 HP
1
III Ip/
lrr
TEMPORARY SKIMMER BASIN #2
L=75', W=35', D=3' \\\ -��\\CONTROL CORNER
SIDE SLOPES= 2:1 \ N 550,459.808
TOP OF BASIN: 108.00' \ E 2,067,9611490
BOTTOM OF BASIN: 105.00' \ 1 \\ \ NC GRID N83 ECM
�20„) It,
�$
\ \
10' EMERGENCY SPILLWAY: 107.00' I\ \ \ � �
INVERT OF SKIMMER: 105.00' \
10
SIDE SLOPES OF BASIN ARE TO \ 11000 ����
BE SEEDED WITHIN SEVEN DAYS. I I I
�6 1
"ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) \ � :.'j�IP RAP DISSIPATER�
WITH 1.3" ORIFICE FOR DEWATERING THE I ` L=12' W=6'/14'
/ SEDIMENT BASIN DURING CONSTRUCTION. 5r O> Dso=8" DrAtt=12" ` $
1� CLASS B 18" THICK I
/ \ DITCH #29 SILT FENCE
TO BE REINFORCED WITH \ OUTLET
I \ NAG S75 MATTING / 1p$ T (TYP)
JN
J STAPLE PATTERN D.00
\ \ RIP RAP DISSIPATER oC' \ O RIP RAP DISSIPATER 1\ �' `\\ f
/ \ )
�12' W=6'/14' i 113 � / 11� OG L=3' W=1,/3,
8" Der-12" �9 1 \ Dw--8" DuNc=12"
I 1 CLASS B 18" .THICK�� ' 11 < CLASS B 18" THICK
oo DITCH #30 I I $
1oPr ,��11 t t GRIP RAP DISSIPATER \ LL
N/F s R� PO-25 ORP`OG ��/ pa -10 37 0 � \ J`
RSK FAMILY PROPERTIES LLC TO BE REINFORCED WITH bob �' INV- 117.00i\p9�� �' �jj 1 /
DB 2230, PG 742 � 11 - f+' � � `"' v�L=7.5' W=3.75' 8.8' I 1`
NAG S75 MATTING L � PR G/ r- � �� D50=8" DM�12" I
PB 2015, PG 137 �O 29 n PO-23 \ �11 �\ V
STAPLE PATTERND �� N � • CLASS B 18" THICK �-
j INV: 102.50 ` �L \
p
/ 11 PO-24 \ G"oj ''o \\ \\
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INV: 117.20 <� \\ 0 2 .\., , ,t„"�i \
INLET i\ o V � s A
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l 16 28 \ °>/ > >g
LIMITS OF CONSTRUCTION \ JITCH #28 / 11 ' CHECK DAM <%'% 110.75
(12.86 AC) ao- \ ( 16 WITH WEIR PO-22 I' ; \ \ 1
�o v 116.53 (TYP) i 'INV: 109.70
1 3 \> I 116.43 //' O^ 1 110.3 \
FENCEI
/ 17.14 DITCH #19 rJ0' ��;�'�`\A� yy,\� JJ
OUTLET ` \
v° DITCH 3� � �/`
I C) tP > 116 / �'\ \ �\ �;'. \ �`\(TYP) \\� 116.62 �� 00
J to„
RIP RAP DISSIPATER < /" / 116.56 Lei` ` dv a
L=9' W=4.5' 10.5' n I , 00 O i,� �` `�` SLOPE TO BE REINFORCED (c 4
I Dw--8" D -12" I r F ®P 70 / 30 I t)� o ��';�\`��\� \ WITH NAG S75 MATTING
\ CLASS B 18" THICK 00/ o , �G\\ ; \:,`�`, \ OR EQUAL IMMEDIATELY \
I 0 PO-20 •,� I \ ;
/ / 1 / �� �It AFTER GRADING L; ` LL
/ � 114.�6 12yj.1$ INV: 1\.70 / % � `�i�\\ � , I ;
INV: 110.50/ PO_ 21 \<o 0j\`11L
116.26
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0 < <� �/ L=9' W=4.5'/10.5' s I '� o` 'r
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00 ,CLASS B 18" THICK
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0
s ' ! o
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/DI TCH 2 P� GG�SS> I NV 110.70 0` soGx- A�/
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119. so. ��O 42 I 40 a o �L \ 1 I I ( I 1 (TYP)1 \\\ 1 I
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U 1
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NAG S75BN MATTING 50 < N ULp
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IDITCH #3
°
r \ SEE SHEET C-3.2
MATCH LINE
GRAPHIC SCALE
C3.3 Know what's below. 50 0 25 50 100
C3.1 Call before you dig.
C3.2 ( IN FEET )
1 inch = 50 ft.
SHEET KEY
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
(2011)
g3
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
N,CARO �Z//
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SEA
02
•G I NE .•: ja���
REVISIONS
ISSUED FOR CONSTRUCTION
2L06-18-20 ROAD STUB CONNECTION TO
EASTERN PROPERTY SHIFTED SOUTH
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
C-3n3

�n 4uz UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
401 AS—BUILTS DURING THE CONSTRUCTION OF THE WATER
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON
THE AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A
«SITE MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
CONTRACTOR WILL PROVIDE THE AS —BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE
CERTIFICATION AT THE COMPLETION OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
0�'FR 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
LITTLE ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED
WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
A PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE
NORTH TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
6. LATERAL SEPARATION OF SEWERS AND WATER MAINS:
VICINITY MAP WATER MAINS SHALL BE LAID AT LEAST 10 FEET
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT A 10—FOOT
NOT TO SCALE 6.1LATERAL SEPARATION --IN WHICH CASE:
. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER;
OR
6.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE
SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE
LEGEND: ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
ECM® ECM —EXISTING CONCRETE MONUMENT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
EIP OO EIP—EXISTING IRON PIPE 7. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
EPKO EPK—EXISTING PK NAIL NECESSARY FOR A WATER MAIN TO CROSS OVER A
SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN
ERBO ERB—EXISTING REBAR ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
o COMPUTED POINT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH
N/F — NOW OR FORMERLY VERTICAL SEPARATION --IN WHICH CASE BOTH THE WATER
R/W — RIGHT OF WAY MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
PROPERTY LINE MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
PROPERTY LINE NOT SURVEYED EACH SIDE OF THE POINT OF CROSSING.
ADJACENT PROPERTY LINE 8. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT
IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
RIGHT—OF—WAY SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
PERMANENT EASEMENT CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
100 YEAR FLOOD ZONE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A
Fw — FW — FLOODWAY SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
TREE LINE POINT OF CROSSING.
120 MAJOR CONTOUR 9• ALL MAINS, LATERALS AND APPURTENANCES SHALL BE
TESTED IN ACCORDANCE WITH HCDPU AND NCDEQ
117 MINOR CONTOUR TECHNICAL SPECIFICATIONS.
x 125.52• SPOT ELEVATION 10. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE
INSTALLATION.
BENCHMARK 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
Fs—,GNl SIGN AND HCDPU A MINIMUM OF 48 HOURS BEFORE
0 TELEPHONE PEDESTAL CONSTRUCTION OF THE WATER LINE BEGINS. THE
wv CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF
N WATER VALVE RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL
FIRE HYDRANT TESTING.
12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING
GRAVEL
0 SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE
ASPHALT LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS
PROPOSED EASEMENT RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE
AWPROPOSED FIRE HYDRANT FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION.
yo, 13. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
L■� PROPOSED WATER METER / \
PROPOSED BALL VALVE /
H PROPOSED WATER VALVE /
H PROPOSED TAP SLEEVE AND VALVE / AXLE O
• PROPOSED BLOW OFF /
F7-PROPOSED TEE /
1 /2"
ERB a\ EIP O
\ EPK \ ECM
1 /2 ` —4D— /2„ N/F
ERB ERB DAVIS CHAPEL
ERB Q A.M.E. ZION CHURCH
\ ERDB 3172, PG 842
\
SO/C , PB 2012, PG 511
\ ROA✓
1 DAVIS CHAPEL // l
\ AME ION CHURCH
SIGN L
CONTROL CORNER EIP
0
N 552,317.328
E 2,067,900.063
\ NC GRID NAD 83
\ (2011)
ECM I
rn0� \\ l 16
O \ UNSUITABLE
SOILS /
O \ 1
THEODORE MARK UNDERWOOD & WIFE,
CANDY E. UNDERWOOD
DB 3497, PG 882
PB 2017, PG 175
14
\ \ 13
\
\ \ CC2:5/8" 1/2" ERB
ERB
ERBUS 401 S
60' PUBLIC R/W (DB 442, PG 68)
5/8"
ERB
NCDOTECM TBM
4D PK NAIL #3
N 552,476.654 NCDOT
E 2,067,403.257 ECMELEV 119.83NC GRID NAD 83(2011)Know what's below. NAVD 88
Call before you dig.
20j1)
(
*SEE SHEET G-1.0 FOR ADDITIONAL NOTES
*NO PUBLIC SEWER IS AVAILABLE. SEWER WILL BE TREATED
BY INDIVIDUAL SEPTIC SYSTEMS LOCATED ON EACH LOT.
N/FCURTIS CLIFTON RAY & WIFE,REBECCA ROBINSON RAY
DB 3363, PG 706
ECM ECM
2,, ECMEIP
ROCKING CANAL PLACE
50' R/W (PUBLIC &UTILITY ACCESS)
UNSUIT�:� =30'STREETSCAPE BUFFER
AP ROX. LOCATION EXIS ING 12"- -WA
00
�ECM��ONTROL CORERN 550,459.808N/F �' ~ E 2,067,968.490
RSK FAMILY PROPERTIES LLC NC GRID NAD 83 ECMDB 2230, PG 742 l` \\2011)
PB 2015, PG 137.00
1 /3; `'0/ �_A 117 27
0000-
3141NS BLEso
32Ww ..50 3g Q Q \� ��\II /DOM ��_ , 43 n r l`■ I1111
WW�I I LLA
34 I 1 1 (�;UZ -J,l
Oo I1g 441woLO
0
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1 CA46�12C - �WILD STREAM COURTOf
50' R/W (PUBLIC &UTILITY ACCESS)�za - --_l` \3= + ��O0\,
40NCDOTECM
W12 CDOTECM-
1191 RB��- NCDOTECM
N/F
WILLIAMS FARMS HARNETT COUNTY, LLC
DB 3070, PG 108
PB 20, PG 80
US 401 S 100' PUBLIC R/W (DB 442, PG 68)BRIDGE
I — 100 YF
'l I
NCDOTaECM(9(
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
1 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
CAR
``�N1111111/O �'i�
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SEA
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0442-2v
REVISIONS
I ISSUED FOR CONSTRUCTION I
Q06-18-20 ROAD STUB CONNECTION TO
EASTERN PROPERTY SHIFTED SOUTH &
WATER MAIN ADJUSTED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
OVERALL
UTILITY PLAN
PIN#
0565-71-5302.000
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-400

JOSEY WILLIAMS ROAD HORSESHOE BEND ROAD
SR 2027 SR 2027
401
«SITE
<O�FR L
LITTLE
44'
A
NORTH
VICINITY MAP
NOT TO SCALE
i
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE �y
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR A
o COMPUTED POINT \
N/F - NOW OR FORMERLY
.J
R/W - RIGHT OF WAY
PROPERTY LINE
PROPERTY LINE NOT SURVEYED
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
PERMANENT EASEMENT
1aa 100 YEAR FLOOD ZONE
Fw - FW - FLOODWAY
TREE LINE
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 125.52' SPOT ELEVATION
-Q� BENCHMARK
S-,GN SIGN
❑T TELEPHONE PEDESTAL
Wv
D4 WATER VALVE
FIRE HYDRANT
0 GRAVEL
ASPHALT
PROPOSED EASEMENT
PROPOSED FIRE HYDRANT
U PROPOSED WATER METER
PROPOSED BALL VALVE
H PROPOSED WATER VALVE
H PROPOSED TAP SLEEVE AND VALVE
• PROPOSED BLOW OFF
F7-PROPOSED TEE
SHEET KEY
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON
THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A III'I�1
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE
CERTIFICATION AT THE COMPLETION OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 1 \
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED
WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY *SEE SHEET G-1.0 FOR ADDITIONAL NOTES
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
\\ \ CONTROL CORNER ` \
N 550,459.808
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE 1 ( \\ \ E 2,067,968.490
TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY \ 1 )� \ NC GRID NAD 83 ECM
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. (( 1 I \\ \ (2011) $
6. LATERAL SEPARATION OF SEWERS AND WATER MAINS:
WATER MAINS SHALL BE LAID AT LEAST 10 FEET l
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS I I \\ I l \ 1 1 \ •\ \
LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT I \ I I
LATERAL SEPARATION --IN WHICH CASE:
6.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN \ 1 \ \
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER;OR
6.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE 1 r I 1 1 I \y �-
SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE
ON A BENCH OF UNDISTURBED EARTH, AND WITH THE ( 1 \ \
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
7. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS OVER A
SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS \ \ I 11$ 1 \ \ \ \ \
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH \ \ \ \ \ \\ \ ` \ \ \ \\ \\\ `\ f
VERTICAL SEPARATION --IN WHICH CASE BOTH THE WATER \ o\ \\ \ 1 1 \ \ 111 �j\
MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS '� 8" PLUG & TAP 113 111 11 \ \ \ \ \ I � c
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO I 1 W/ 2" BO 1 1p9 1 1 \ \ \
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON 1+80.9 /
EACH SIDE OF THE POINT OF CROSSING. � k 8" GV _T
8. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT \ s 1+70.9 5 \ \
IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE N/F s \ PO-25 \p\NP \ - \ 0 1 I I
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS RSK FAMILY PROPERTIES LLC ` o- \INV: 117.00 0 E I ' \� W I I I f l \\
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE DB 2230, PG 742 \ 20 LF \P \' I
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A PB 2015, PG 137 1 ��N �8" DI `I PR 29 PO-23LL
l 110 G�� I `\ INV: 102.50 I /
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE I r Cp_ \ \, \ I I I ` \ o
POINT OF CROSSING. I PO-24
9. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE \ ) ` / INV: 1 \7�20 <�� rpm
TESTED IN ACCORDANCE WITH HCDPU AND NCDEQ \ c r' s \
TECHNICAL SPECIFICATIONS. 1 \ / \ `� ��� G\\ \ 15+81.7 \ay
10. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE % \ 1,
INSTALLATION. I 11111 60' ACCESS / ' v/ 15+76870 1 1 1\ \
11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD ( \ \ �J� vim\\ EASEMENT 2" GV
AND HCDPU A MINIMUM OF 48 HOURS BEFORE \ \ y L F�
CONTRACTOCONSTRUCTION R SHOALL THEWATER
NOTIFY THE EINS. THE
NGINEER OF ����
RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL \ 28 \\ "-P,
TESTING.
12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING / I r'o_ \ _ ( \ r \Y
SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE ) / I \
LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS \\10 8" PLUG X R�\� �PO-22 \ /\\
RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE / 1 �2 W/ xTAP 2" ' �G % P� j� INV: 109.70
FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION. �o I \ 13+96.2
13. ALL ELEVATIONS ARE IN NAVD 88 DATUM. n / �'VIP
\ 8+GVO 1� 2 SID ,
i
�oo ' 2" GV
14+06.2 - I \ \ \\
8"X6" TEE \ - 8"X8" TEE13+01.2
17+30.8 -- 1 0+813.0
,26 DI / 8" GV
0 ` \ P 13+76.2
INV: 113.70
PO-19 - o �$ 6„ GV 1 ( 1 1 I
l \ INV: 110.50� xo1
12X PO-21 7+20INV: 113.10.4 I \ I \� \ \\ lI \` LL \ / 6+93.9 l ) l \
�/ 12+ 0.7 \ \ 11 1 1 ` \ 1 \
11x
�55) .Ili - INV: 110.70 I (I 001.
��P� PGG \N� - / 20 LF \ \\ ` N
�60' ACCESS
\ -- �IQVO\'� �9.�21 P -/ EASEMENT 41 o 0 \
24 \ �7/ '/� �5o RIB $, 5�- j o �A.01
�
G`\ G��� \ I \ \ \
8+96.6 / / \ ��,A UNSUI
SOIL
, N�8 X6" REDUCER / / ��5 0 \��2. �-� �� O
M 8+76.2 � 32
6" GV � R 7+44.5
s I \ I I l
��\\\ 8+66.2 8+86.2
8
� ' X8" TEE a
� � 1
11 s 3
�A
111\
6 \F �_A�
33 I
\ \ \ 60' ACCESS / I / _ on �-
\ EASEMENT ( l 39 / I 1 \ \ \ \ I I I'
CID\\ + \ i 43 1'> FH , J1
-111111111
\ SEE SH
MATCH EET C-4.2
I LINE -
Know what's below.
Call before you dig.
C20�1)
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GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
■
sl e
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
SEA
02
•• G I NE .•: ja���
�/ 0I I I111%�
U 6 4 2-2U
REVISIONS
I ISSUED FOR CONSTRUCTION I
Q06-18-20 ROAD STUB CONNECTION TO
EASTERN PROPERTY SHIFTED SOUTH &
WATER MAIN ADJUSTED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
DETAILED
UTILITY PLAN
PIN#
0565-71-5302.000
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-4n3

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0+00 N + 1+00 _ 007+00 + _ _ HUNGRY CREEK DRIVE )o s+oo
"� ��_ % �� ~ N T 50' R/W (PUBLIC &UTILITY ACCESS) j
8M EM ± 8" SDR21 PVC WATERLINE 8M - M
__ __ __ o _
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135
130
125
120
115
110
105
100
95
85
HUNGRY CREEK DRIVE
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 8+00
HIGH POINT ELEV = 121.41
HIGH POINT STA = 7+54.41
= 135
HIGH POINT ELEV = 122.01
HIGH POINT STA = 2+17.21
PVI STA = 1+91.52
PVI ELEV = 122.63
A.D. _ -4.02%
K = 35.00
141' VC
PVI STA 7+57.49
PVI ELEV = 121.46
A.D. _ -1.20%
K = 30.00
36' VC
-00
LOW POINT ELEV = 120.04
LOW POINT STA = 4+50.68
PVI STA = 4+15.98
PVI ELEV = 119.76
A.D. = 1.78%
K = 88.98
158' VC
co
Ki
LOW POINT ELEV = 119.47
LOW POINT STA = 0+56.04
PVI STA = 0+61.62
PVI ELEV = 119.06
A.D. = 4.75%
No K = 15.00
o
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A
EASTERN CREEK DRIVE
135
130
125
120
115
110
105
100
95
85
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 2+00
0
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130
125
120
115
110
105
100
95
m
0+00 1 +00 2+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number G-2354
www.4Dsitesotutions.com
CARO �z//
`�=p�FESS /0 •.• �1i �i
•� SEA
02
;,COTT
�U/ II m���`�
0442-2v
REVISIONS
ISSUED FOR CONSTRUCTION I
Q06-18-20 HUNGER CREEK DRIVE
SHORTENED & EASTERN CREEK DRIVE
STUB ADDED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
HUNGRY CREEK
DR & EASTERN
CREEK DR
PROFILES
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
C-5mO

i
UTILITY EASE 26 0
MINT'
V •
7p / Z
\ + RAINY BC116
50'
(PUBLIC / Imm I
& 2 - vDi d
\ x�� 6 _ _ W6 UTILITY ACCESS) �o� _ 6"p �� 10_UTy EASEMENT
SD PVC WATERLINE W6 1ti�`7� �i -_ _ s+o—►� - _ _ � �8k I — / z
�?90 _ W6 -I I —8 ,0 6X 6FppcF ^ 1 --�_ 10' UT '�V\"9 I I W
_ _i _ - ILITY EASE ENT — 77 S W 6» SDR21 PVC W�' — ex6 GL R 88 GV O _
_ _ _ WATERLINE W6 62 - 96 _ 0�
1 _
� �♦ \ I / / 'yy Sx 10 CITY EAS�EN7 � - - � _ _ � _ '6i 1 1 —f-- R - _ � W
_ — NY BECK _
`♦ ' �� 01 ' �, I Fy .8 I o W8 50 R/W (PUBLIC & UTILITY ACCESS)-0 -i0
w I - � = I XA - _ DR21 PVC WATERLINWe 72+0 - pl
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(90
135
130
125
120
115
110
105
100
95
•EI
85
NC GRID NAD 83 (2011J
RAINY BECK WAY
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 12+50
N oo
N W
-
II II
w
w N
a.
(0
0wo
II
LOW POINT ELEV = 117.12
LOW POINT STA = 7+00.13
PVI STA = 7+50.13
PVI ELEV = 117.58
A.D. = 2.29%
K= 43.66
100' VC
N
N
II
w
LOW POINT ELEV = 113.63
LOW POINT STA = 11+50.10
PVI STA = 11+36.41
ELEV = 112.23
A.D. = 6.17%
K = 30.00
185' VC
LOW POINT ELEV = 115.80
LOW POINT STA = 5+23.99
PVI STA = 5+38.70
PVI ELEV = 115.64
A.D. = 1.42%
K = 70.58
100' VC
o
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FINISHED GROUND
— --
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\
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— — — — —
— — — —
_—
42"
MINIMUM COVER
18"
CLASS
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GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
135
130
125
120
115
110
105
100
95
MEG
85
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CAI?q �'
......... ��i
• � SEA �<
02
GINS
01
0442-2v
REVISIONS
ISSUED FOR CONSTRUCTION
Q106-18-20 RAINY BECK WAY WATERLINE
CONFIGURATION & SIZE ADJUSTED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
RAINY BECK
WAY PROFILE
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
C-5n3

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, Uinmlv
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/ z VARIABLE DRAINAGE EASEMENT f I I I /
m *N I ) I I I '
0 �m
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C� I (nn r- 60,
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135
130
125
120
115
110
105
100
95
85
RAINY BECK WAY
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 12+50 TO 16+00
HIGH POINT ELEV = 117.16
HIGH POINT STA = 13+63.12
PVI STA = 14+00.97
PVI ELEV = 119.19
A.D. _ —7.78%
K = 30.00
234' VC
/ ,,-
EXISTING
—
P-IIV14D
GROUND
GR0UN0
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42" MINIMUM COVER
2 SD
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20 LF 4STEEL
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UNDER STORM
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Q
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N 1n
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co `D
r
co 06
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o =
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13+00
14+00
15+00
NC CR/D NAD 83 (2011)
135 140
130 135
125 130
120 125
115 120
110 115
105 110
100 105
95 100
90 95
85 90
16+00
41
PCCESS
0
ik-C
FES-1 TO FES-2
STORM DRAIN -0+50 TO 1 +50
co I LO
Ld
O O N
N M O U, O
CON O .�i NOM^ OLO
O: NO�� CO MnO 00
+= co"�O= c6c00 0012
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bi +��� OHZN±�
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1-0
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EXISTING
GROUND
35.00 LF
0.63% 30"
RCP
lJT
44.00 LF ® 0.64%
30" RCP
42.26
N 0.66%
2
oa
LF
30"
RCP
N
o
O rq .
� N
O
0
N
0+00
1 +00
140
135
130
125
120
115
110
105
100
95
•10
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
\ICARO,���''
SEA
02
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OTT
04
REVISIONS
ISSUED FOR CONSTRUCTION
Q06-18-20 RAINY BECK WAY WATERLINE
1 CONFIGURATION & SIZE ADJUSTED
PROJECT NAME
WILLIAMS
FARM
SUBDIVISION
RAINY BECK
WAY & STORM
PROFILES
CLIENT
ABJ INVESTMENTS,
LLC
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1316
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
JUNE 18, 2020
SHEET NUMBER
C-504