SW6211002_Plansheet C-3.0 - Proposed Drainage Area_20220810

TAM \4D NAIL //8
N 451,932.346
E 1,957,749.589 \
ELEV 174.70 1 /2"
( -NC GRID NAD 83 ERB
`-( (2011)
Nivvn RR
--—
—
PILLIPI
CHURCH RD
1406
1 •
NORTH
ROCKRUC)HSR 66W2
4"5 RCP
_!
1 •
// rl
VICINITY MAP
NOT TO SCALE
"_�---
\� O
- 180 _
r
50 CALIBER
BARREL
LEGEND:
\ \
I
ECM® ECM -EXISTING CONCRETE MONUMENT
EIR Oa EIP-EXISTING IRON PIPE
\
EIR OO EIR-EXISTING IRON ROD
01\, o \
EPKO EPK-EXISTING PK NAIL
1
^
ERBO ERB-EXISTING REBAR
I r
SRBO SRB-SET REBAR
r
a COMPUTED POINT
o k� r
N/F - NOW OR FORMERLY
'
\
R/W - RIGHT OF WAY
• ' r� p
PROPERTY LINE
ADJACENT PROPERTY LINE
CO
-- RIGHT-OF-WAY
° N
-SETBACK LINE
PFU
OVERHEAD UTILITY
-� I
- - WETLANDS
X FENCE LINE
TREE LINE
N/F
l
DRAINAGE AREA DELINEATION LINE
WILBERT JUL
RrF0_0T
DB32,PG502
PP• UTILITY POLE
I I
C GUY WIRE
.50 CALIBER I
I
❑❑ WATER METER
BARREL I� N
I N
ASPHALT
EXISTING
AXLEI I
CONCRETE
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\7�`
WETLANDS
f I ICI 1
® BUILDINGS
EROSION CONTROL MATTING
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CHECK DAM WITH WIER
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Y
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/
2"
EIP
— to
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N/F
JOHN W. MORRIS WIFE,
JUDITH ANN MO RIS /
DB 224, PG 67 /'
/
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I
/ EIP
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/
/
.o
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EPK —�— —
_ EPK E
ERB ERB
\'/ S24 1I
_ — —_ — — — ` • 524 — S24 — S24
2
S S24
524
\ -- COUNTY OF HOKE
r0. — — — — 172 / / O,n 30' UTILITY EASEMENT
DB 863, PG 686
' 30, PC 3, SLIDE 3-90, MAP 008
KL LA
FOMENT
MAP
MAP 006 gyp. � � � �
\ \
y y y .30. 7>0 28,257 SF \
v�♦ \ 0.65 AC \ %�
V . �- V •
' �\ �♦ \ / '� �� INACCESSIBLE AREA
1301,
� � � 30, \ I ` DUES 00 FLOODING
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L L .1` LAO. L L L L L
OW Y y Y Y I Y
PO 15. I o
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CI 4 \�I ♦ `� wo.
30' Va `�� \
0
1 L C.1 ♦ Y
Ci
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COMMON AREA 30'
\� 30 203,358 SF
4.67 AC 3p•� .1 �> °` .1 .t -off .1
.
.01.£ .
\ `� o.. . .1• .1• .1• � 7.Y P� 3p. 3
1 INACCESSIBLE AREA \ '
DUET 00 FLOODING /
30'
`\ r NACC SE SIBLE AREA
DUE TO FLOODING
\. o
7_,3 12,729 SF I 24,760 SF \� . • w '62
// 1" EIP ` \ . \ 0.29 AC 13501 SF ?19
0.57 ACWITH ,1ERB \ ��2 0.31 AC 3/4" 12,F 11,207 SF
El P r I 028 AC 12,244 SF 0.26 AC O \ 163 \ \
\ r 0.28 AC 10.27 AC F 10,692 SF / 164 _
O / / \ ` . \ I I 0.25 AC / 165 J I l
0141
Know what's below. N/F �sgFRRy — 1 69 — — — — i I _ 167GLORY G
Call before you dig. DB 477,UTIERREZ PG 797 I o Raw ��NF _ 1(oa — — — _
09 N/F
GRAPHIC SCALE RICK J. LAVELLE &
\, r (/--- '1 DAVID THOMAS MASON S
50 0 25 50 100 200 I ` \� 1„ / DB 1159, PG 844 ^oo
� \ 1 ERB — — �
Fal
5/8
( IN FEET ) �-- — ERB' 100�f�0
I inch = 50 ft. I
N/F
DAVID T. MASON & WIFE, \ 1001'R FLD
I KELLY C. MASON /
nR 11 r,Q P(: Rdd
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
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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CC)1 111110�`♦`
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REVISIONS
PROJECT NAME
B&B LOOP
SUBDIVISION
DRAINAGE AREA
PLAN
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1649
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
APRIL 5 2022
SHEET NUMBER