SW6230501_Plansheet - C3.A Proposed Drainage Area_20230721

/ 41
4Dsite
SITE I / /
solutions
/ civil engineering I land surveying
/ \ LEGEND: 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
/ ECSG) ECS-EXISTING COTTON SPINDLE office 1910-426-6777 fax [phone] license number I C-2354
Q I I \ ECM® ECM-EXISTING CONCRETE MONUMENT wwwADsitesolutions.com
EIP s o PIPE
(PINCHEID) EPK EPK-EXISTING EI I PK NAIL
N
ERGO ERB-EXISTING REBAR
sR60 SRB-SET REBAR
o COMPUTED POINT `�♦♦♦�N11CARO47���
I
I \ N/F N/F - NOW OR FORMERLY ��`?Q�;•O ESS/ •••.� ��i�
CHARLES CHRISTOPHER WILLIAMS \ R/W - RIGHT OF WAY ;Q-� O�.?'
I \ DB 783, PG 954 \ PROPERTY LINE _ 4 SEA
ADJACENT PROPERTY LINE 0274
I \ \ TIE LINE �(W
I -- RIGHT-OF-WAY �VVG I NE�.•' ����
\ - — — — - SETBACK LINE �/ OTT
OVERHEAD UTILITY
' //Illl�����``♦
NORTH - - - - - - � - - - - - - - - - - - - - - - -� / X PERMANENT
NE
NCE
225 MAJOR CONTOUR
EASEMENT 0"7 -12 -23
VICINITY MAP I - - - - - - - - -— � 223 MINOR CONTOUR REVISIONS
x 222.47'SPOT ELEVATION
NOT TO SCALE EPK 2 - - - - - � - - - - - - - /
-BENCHMARK
\ / PP UTILITY POLE
I
I \ /
TBM C GUY WIRE
4D DISK #1 WATER VALVE
�_ \ 1 1 FIRE HYDRANT
, I � 1 � � �i
NN 581,606.399
E 2,104 682 098 I I N/F \ N/F J ,� ASPHALT
ELEV 204.94 I I ROBERT A. SCANTLIN & WIFE, CHARLES G. WILLIAMS , ` v 0 UNSUITABLE SOILS
NC GRID NAD 83 DIANA L. SCANTLIN \ PDBF1010DE PC36116 � �
—roc—roc— LIMITS OF CONSTRUCTION
(2011) I I DB 4036, PG 313
—sF —sF — SILT FENCE LINE
NAVD 88 I PB 2010, PG 240 \ 220� _ — _ � i
i I I DITCH #6 / / —.N —.N — JUTE NETTING I l
1.0 AC N —DIV—DIV— DIVERSION BERM
1/2 / 1/2"
128 O INLET PROTECTION
I EPK ERB ERB
15 221
�IV Ili � / I V�
I 223
DITCH 7 p 224 DITCH #5
I
AC 0.6
0.2 AC
I + � / 38 37 36 35 34 33 32 I
cn 26
N / PROJECT NAME
0 �
m� 213 215 NDON DRIVE
� Dnl I,I IN 213E/ 50' R/W (PUBLIC & UTILITY ACC2>- 227 22 224
I LA'S WAY
c) M 220 DITCH C8 222 NN
212 212 214 1.1 A 225215 216 214 215
m 218 218 222
C 222 SUBDIVISION
224 -
�1 PIPE #1 \ DITCH #1
I � 4.0 ACO/ ` 2.8 AC / / Ln
O O 4 Do —
� C �
O O O 10 11 A c, m
0 v_ 23 N/F
N— — 13 "' I . JOHN A. WILLOUGBY, JR. & WIFE,
D \
o / ^ > N CLARICE L. WILLOUGHBY
1" EIP 1/2" �� J� EXISTING
EPK POST \ N m DB 3858, PG 1
BOLT
(PINCHED) ' ERB _— 1'X1" O w N
WITH BOLT , fi ., IRON 1/2„ 1/2"_ _ TEE v� DRAINAGE
1 1 N 581,142.323 � 2 � STAKE EIP ERB
I E 2,tos,136.sto _ 30' INGRESS/EGRESS EASEMENT RON _ 1/2 O
I NC GRID NAD 83 M
(2011) N/F 1"x1" PB 2002, PG 969 ERB IN N 22
B 1 F. SHAY NE STAKE
,- ,, I p ,_ CONCRETE iN AREAS
1 1 DB 1122, PG 338 STAKE \ ,q/7 u1O � B 1 N N
1 PC F, SLIDE 137-B - No �---� 14 I" DITCH #4
ECS N/F D N/F 11.2 AC
I LUKE HOLDEN JACKSON & I-
1 I ' 1/2 (`6 \� CHRISTOPHER DAVID JACKSON �� LAURA B. TYLER SMITH
i c)rr, & HUSBAND, /
1 ERB DB 3240, PG 416 Z DANNY KAY SMITH I /
1 1 _ N/F PC F, SLIDE 584-A I o� DB 3719, PG 226 PP 21 /
I I ' B MICHAEL POPE & PB 2010, PG 260 /
I 11 B i SONYA POPE GURKIN N/F
1 1 DB 3700, PG 730 LUKE HOLDEN JACKSON & WIFE,
Ecs N/F
1 PB 18, PG 16 TANYA M. STANLEY MARIA G. CORIA JIMENEZ O
/ DB 3992, PG 79 I ERB IN yl CLIENT
I I DB 3461, PG 426 1/2„ t 2"
PB 2018, PG 347
1 ERB ERB CONCRETE\ � iv
1 I , I W I
�I I N I SHARPE FAMILY
I I I ol
OLD orn INVESTMENTS LLC
FENCE POST I mD 16 D= /
N CONCRETErn
I D
I I N/F
LARRY E. BYRD 1/2
I DB 2743, PG 56 ERB
PB 2010, PG 260 N�0CP
/ 1705 Page Road
Godwin, North Carolina 28344
Phone: [phone]
218
IDITCH #3 /
14.0 AC
I 1 /
4PIP 218 �co PROJECT INFORMATION
1 2' 21 O SITE
ERB �� ECM 6)
O
N ,106,8 9.70 G DESIGNED BY: BRETT
E 2,106,819.705
m NC GRID(011)D 83 o DRAWN BY: BRETT
N
O
W
co
CHECKED BY: SCOTT
N � �
5/8" ^, PROJECT NUMBER: 1924
o ERB �O^
^�
DRAWING SCALE
�� HORIZONTAL: 1"=100'
N
W
0 ,
s DATE RELEASED
GRAPHIC SCALE
N JULY 18, 2023
100 0 50 100 200 400
s Know what's below.
Q Call before you dig.
2 ( IN FEET ) SHEET NUMBER
E
1 inch = 100 ft.
4
N
W
Q -30A
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
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