20220546 Ver 1_05-27-22_SB-PHASE 3-4 WETLAND IMPACT PLAN_20220630

CLIENT:
SOUTHBURY DEVELOPMENT,
LLC
/
i
SITE
VICINIT\k' MAP
LEGEND:
MONROEST
ui
w
2'
0
0= IRON PIPE FOUND
0= IRON PIPE SET
•=IRON ROD FOUND
0=IRON ROD SET
.= CONCRETE MONUMENT FOUND
❑= CONCTRETE MONUMENT SET
A=PK NAIL FOUND
L=PKNAILSET
=AXLE FOUND
-BOUNDARY LINE
— — = PROPERTY LINES NOT SURVEYED
- EXISTING RIGHT OF WAY
100' =EXISTING CONTOUR MINOR
100' = EXISTING CONTOUR MAJOR
= EXISTING SETBACK LINES
wet
x-x
—.EXISTING EASEMENT
= EXISTING STREAM CENTERLINE
-EXISTING WETLAND LIMITS
x -EXISTING FENCE
= EXISTING SOIL ROAD
— — — —=EXISTING GRAVEL ROAD
gas - EXISTING GAS LINE
w
ohu
ugu
- EXISTING OVERHEAD UTILITY
-EXISTING UNDERGROUND UTILITY
w -EXISTING WATERLINE
6"w - EXISTING 6" WATERLINE
8"w - EXISTING 8" WATERLINE
ss
- EXISTING SEWER LINE
8ss - EXISTING 8" SEWER LINE
0=EXISTING LIGHT POLE
‘Ck=EXISTING UTILITY POLE
0= EXISTING WATER METER
®= EXISTING WATER VALVE
-9-=EXISTING FIRE HYDRANT
0= EXISTING SEWER MANHOLE
0= EXISTING SEWER CLEAN OUT
0= EXISTING YARD INLET
0= EXISTING STORM DRAIN MANHOLE
®= EXISTING CURB INLET
®= EXISTING GRATE INLET
HDPE = HIGH DENSITY POLYETHYLENE PIPE
RCP = REINFORCED CONCRETE PIPE
FES = FLARED END SECTION
0= EXISTING POWER TRANSFORMER
0= EXISTING HVAC
❑p = EXISTING TELEPHONE PEDESTAL
©= EXISTING CABLE PEDESTAL
0= EXISTING POWER STUB OUT
—o—=EXISTING SIGN
eF = EXISTING BACKFLOW PREVENTER
us = EXISTING UTILITY BOX
una =EXISTING UTILITY MANHOLE
0= EXISTING GAS TANK
*= PINE TREE (WITH SIZE)
--= CEDAR TREE (WITH SIZE)
= DOGWOOD TREE (WITH SIZE)
= HARDWOOD TREE (WITH SIZE)
®0 =MAGNOLIA TREE (WITH SIZE)
= HOLLY TREE (WITH SIZE)
X = EXISTING TREE TO BE REMOVED
= PROPOSED LOT LINES
=PROPOSED RIGHT OF WAY
= PROPOSED CONTOUR
-- -- -- -- -- —=PROPOSED SETBACK LINES
= PROPOSED EASEMENT
—X—X—X—=PROPOSED FENCE
SF = PROPOSED SILT FENCE
• • • - PROPOSED HEAVY DUTY SILT FENCE
=LIMITS OF DISTURBANCE
TD - PROPOSED TEMPORARY DIVERSION
PD - PROPOSED PERMANENT DIVERSION
W
6"W
8"W
8SS
FM
=PROPOSED WATERLINE
=PROPOSED 6" WATERLINE
- PROPOSED 8" WATERLINE
=PROPOSED 8" SEWER
=PROPOSED SEWER FORCEMAIN
*= PROPOSED LIGHT POLE
�=PROPOSED UTILITY POLE
©= PROPOSED WATER METER
H=PROPOSED WATER VALVE
=PROPOSED FIRE HYDRANT
I=PROPOSED BLOW OFF
OS =PROPOSED SEWER MANHOLE
0=PROPOSED SEWER CLEAN OUT
OD =PROPOSED STORM DRAIN MANHOLE
eFp \\
\
NOT TO SCALE
SOUTHBURY SUBDIVISION
WETLAND IMPACT PLAN
CARTHAGE, NC
PHASES 2-4 WETLAND IMPACT PLAN
Know what's below.
Call 811 before you dig.
Sheet List Table
Sheet
Number
Sheet Description
COV
COVER SHEET
C1
EXISTING CONDITIONS
C2
OVERALL LAYOUT
C3
ROADWAY IMPACTS
C4
SEWER CROSSINGS
20 COCHRANE CASTLE CIR.
PINEHURST, NC 28374
SHEET DESCRIPTION:
I REVISIONS:
SANDERS
ENGINEERING
Sanders Engineering, PLLC
180 Perry Road
Southern Pines, NC 28387
Phone: [phone]
NC License # P-2463
W W W. SA NDERSENGI NEERS. COM
•�.4Z- SEAL 9�
36249
''%Sy NG I N E� �;<;Zc— ,
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
PROJECT NUMBER: 201 1 9 B
DRAWN BY:
MSS
SCALE:
N.T.S
DATE:
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO SITE EXCAVATION, GRADING, OR DIGGING TO HAVE THE EXISTING UTILITIES LOCATED.
5/27/22
SHEET NUMBER:
COV

12/St953____
901/581
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q__--,--/;______ ----_,-------I--_------------- :- -v _ /.1 1
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CLIENT:
SOUTHBURY DEVELOPMENT,
LLC
20 COCHRANE CASTLE CIR.
PINEHURST, NC 28374
Sanders Engineering, PLLC
180 Perry Road
Southern Pines, NC 28387
Phone: [phone]
NC License # P-2463
WWW.SANDERSENGINEERS. COM

CLIENT:
SOUTHBURY DEVELOPMENT,
LLC
577 0641"W
12.31'
57
014) 1
'‘e
OvitS
V 58 4742"W
8.88'
EXISTING GRAVEL DRIVE
(TO BE RELOCATED)
ry
59
OPEN
SPACE
0.35 AC.
WILLIAM
-BROOKS
727/205
ZONING: Re.l
CARE____
LTY,ltC---_-
12/51 953- _ _
b901/581
DNfNG: B:2--
/ /
I /
I I \ Q\
I 1
I I
l 1
V A 48"
\ \
GATE -Di/NEM-485
PC4/SL-733 - _
321/2-37
ZONING: RA-40
ROADWAY
IMPACT #1
5,397 SF
80 LF STREAM P'
WETLAND "B" . . •
2.63 ACRES l' '
•
•
251.87'— - -
45
S36°0918"W ss9-
582 29"W
vet 50.00'S
SPA C j446
�N07 2631 "W/
54.68 ,�
777
/
/ /
/ /
/ /
/ / /
/ • /
/
SEE DEMO PLAN
THIS SHEET
THAGE REALTY,
LLC
PC12/5L953
2901/581
ZONING: B-2
51
IMPACT
SUMMARY
IMPACT #
WETLAND
IMPACT
(SF)
STREAM
IMPACT
(LF)
ROAD #1
5,397 SF
80 LF
ROAD #2
791 SF
76 LF
ROAD #3
1,436 SF
0 LF
ROAD #4
1,959 SF
116 LF
UTILITY #1
450 SF
0 LF
UTILITY #2
857 SF
0 LF
TOTALS:
10,890 SF
272 LF
\ I
\ COUNTY 4F
MOORE
560/216
\�ONING: B-21
\ I
\ I
\
\--
OPEN
SPACE
ss, , • . 1 _13 AC..
• . WETLAND " \ �� • /i WEA' 0.88 ACRES ' 1
7 /
475r-
EXISTING
CROSSING
REMOVAL
1,371 SF
18.40 LF STREAM
COUNTY OF
MOORE
560/216
ZONING: B-2
/
---481 _
461' SO2 4713"E \l
_-
46s' 59.98'
--_ _ DORREN CARR
PC 8/ SL 626
4 .415 — __ = 2016E/705
ZONING: R-10
/ b.$, / 33
/
\\\ 5402318"W —+—�
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vv v`y„svv`vvO `\\ �y `y vvy V`v
vv v vvvvvvv v v`vv vv v v\ N_
TOWN OF
CARTHAGE
719/511 77,
7 7
o
\ \
\ \
\\
BRIAN \\ BRIAN \ \
ROBERTSON \ ROBERTSON �\ NATHAN DAW
3262/421 \ 0 \ 4045/573
\ ZONING: R-20
\
COUNTY OF /
MOORS '
560/216 4,h // l /
ZONING: B-2 ///ii///// i
%1:7:
''// /:1
/// /
� rlq//ill / _/ d
v b lrli//li/ / � �j7°` 1
\l /. ///i// // 1 / 60 �7 1
////////
\ 3262/421
_ \
ZONING: R-20
ZONING: R-20 -- \
. _�y�v_/^ 7 �z
Hei 'I ' WETLgN N393500'E / /�h� i
- • • • • • • <1/ /'• \\, \\‘ ;:;. /77
•
493;
"7_7, .S; s 2 -
.40
791
59Y-
SPACE
OPEN
C.
7
JOHN
CADDELL
165/287
\
DAVID
BISHOP
2085/410
ZONING: R-20
179.51'
\ek
z _7-77_R‘20 >
ZONING: R-20
97E/727
ROADWAY
IMPACT #4
1,959 SF
116 LF STREAM
FORMOSA GREEN
TREE, LLC
3774/55
MANUEL
LOPEZ
3477/86
ZONING: R-20
—
s19°32'0-'' ::30313141141713-1PS
3323138
cziC
Know Mars below
Call 811 before you dig.
240'
Scale 1"=120'
20 COCHRANE CASTLE CIR.
PINEHURST, NC 28374
5 0-
>-
CO
0
SHEET DESCRIPTION:
0
OVERALL
SANDERS
ENGINEERING
Sanders Engineering, PLLC
180 Perry Road
Southern Pines, NC 28387
Phone: [phone]
NC License # P-2463
SEAL
▪ 36249
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
PROJECT NUMBER:
20119B
DRAWN BY:
MSS
SCALE:
1" = 120'
DATE:
5/27/22
SHEET NUMBER:
C2

LLC CLIENT:
SOUTHBURY DEVELOPMENT,
4
7
ROADWAY
IMPACT #1
5,397 SF
80 LF STREAM
F'EXISTING WETLANDS"
/
i
N09°24'43"W_ _
30.71'
Wet
wet wet et- S42°00'00"W
18.47'
(EXMH02}-\
EX5502 sses -
x
582 3329"W
i 50.00'
455'
FINI
450'
445'
440'
NO2°07'11"W
21.77' `
ROADWAY
IMPACT
#1
/
5°3\46 E i
4.61'
27.42'
7
/
7
511°12' 16"E
13.77'
S07°31'14"E���
16.59
NO2°33'20"E
9.31'
�N33°47'15"E 7
v.7 LP 17
(SDO
+W03
01
HGRADE
+wooN,-
o
�Umzz
Z
,- N
<mII
HIV
II II
Z Z
as
00
as
Allik
AK
7/i
-
////
err.
PO2
PO3
22.00 LF
P01 EXISTING GRf
2231 LF
23.21 LF 36" RCP
36" RCP 36 RCoP -1@ 0.50%
@0.50%
@ 0.52%
0o
m
0
0
+
0
NO
455'
450'
445'
DE
-440'
O
�i
5°16'18"W'
N34°08'32"W
15.03'
12.64'-, m
S24°13'17"W
33.69'
S02°48'58"W
6.69'
S16°18'08"E
7.14'
S39°08'34"E��
16.97'
EXISTING
CROSSING
REMOVAL
1,371 SF
18.40 LF STREAM
ROADWAY
IMPACT #2
791 SF
76 LF STREAM
ROADWAY
IMPACT
#2 & #3
SD19
SD20
S88°44'46"E
P117.42'
S56°26'21"E
9.13'
.,N46°17'34"W
16.07'
N52°59'44"W
18.96'
N61°46'51"W
10.36'
500°05'25"E
4.381'
522°58'24' W
9.08' /
IS53°20'44"W--
� 9.21'
S45°29'21"E, (I
-�' 1///
1)
rot4s4
sh* p
Paul
OOP
el' 4
}
1
i
1
rn
N50°59'14"W
T7.66'
N09°09'52"EE
18.54'
SD69
w t
S62°'29"E-
16.9113'
S45°51'58"E
17.28'
S42°41'02"E
27.65'
S41°55'41"W
6 70'
S57°35'11"W
N77°10'18 W 12.37'
,17.27'
N63°16'41"W-
,9.58'
ROADWAY
I M PACT #3
1,436 SF
465'
460'
455'
450'
FINISH GRADE
,
r
11;111111,"
Adill
pv`F
40.1
636„,,,„.36
EXISTING
GRADE •\
@ 2 45 ��
`-8" DIP
INV=451.03'
io
N
L
(Ni
Ln
0
0
+
0
465'
460'
455'
O
O
+
1I
ROADWAY
IMPACT #4
2,196 SF
116 LF STREAM
1580°58'05"E
9"E
8.33'
N21°42'12"E
16.36'
See
0
N75 43'14"W,
22.36'
Ae NO4°49'25°E
8.76'
Wet
19.99'
525'
520'
515'
510'
505'
500'
�N71°38'45''E
33.53'
S52°29'18"W
13.80'
,
i
/
ROADWAY
IMPACT
#4
N47°25'33"E
N80°49'20"E 20\01'
29.85'
a-
N60°19'56"E
17.51'
S26°49'27"W
25.29'
/ /
S79°48'39"W
„
S78 08 32 WI
27.06' 1
,1
7
/
S75°54'06"E
5.90'
S18°00'46"W
13.73'
;eM
wet N.
S10°11'10"E
20.69'
wet
S80°17'14"W
3.72'
N05°30'19"W'
11.36'
N59°17'39"W
18.67'
I/ /
\I
4D6
Of-
71 in Co
cn
LID CD ci
IT
2
OR
FINISH GRADE
//
-1'
@<3•
EXISTING
GRADE
1
co co Eo
0
0
30'
525'
520'
515'
510'
505'
60'
PINEHURST, NC 28374
0
5 El -
co 0
>-
03
0
SHEET DESCRIPTION:
>-
0
SANDERS
ENGINEERING
Sanders Engineering, PLLC
180 Perry Road
Southern Pines, NC 28387
Phone: [phone]
NC License # P-2463
-57
SEAL
36249
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
PROJECT NUMBER:
20119B
DRAWN BY:
mSS
SCALE: 1" = 30'
DATE: 5/27/22
SHEET NUMBER:
C3

CLIENT:
SOUTHBURY DEVELOPMENT,
LLC
455'
450'
445'
440'
435'
430'
/
X-- � (+
/ /
7
_ " 78 12,wr et we t
3770641"W
12.31'
41.
4
o, �'�%z '_40.37'
+:r. v ,, i - -- —
,--1 �i i / / • - - _ _
/ / '
i� 1 i i/ / / /
,�-_i l 1 1 / / /
Ii
UTILITY
I MPACT#2
857 SF
S31 3048"W
182.27'
wed
20' WIDE SEWER EASEMENT
"EXISTING WETLANDS"
N31°30'48"E
112.36'
S08°54'49"E
S23°21'24"W _-
33.98'
y S36°46'13"W-
N 42.43' -�-
S46°43'36"W
UTILITY
IMPACT#1
450 SF
N36°09'18"E
25.70'
N77°32'42"W
16.89'�'� ,r +�
0
0
N19°48'45"W
5.47'
1
"EXISTING WTLANDS°
S69°16'35"E. °t wotet—/
9.66' mow®° _ -
251.87'
536°09'18"W o
0
S28°49'35"E
11..�79'
° '/�/'
S36 09 18 W
19.56'(//(/
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_
SPACE
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C)Nlf)
(EXMH02}.\ '
Qv
CD
0
30' 60'
HOR: 1 "=30'
VER: 1 "=3'
:436.90'
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�\
\
233.32 LF
8„ PVC
\ `- --
PH210
- - - -
—
129.94 LF
8" PVC
PH211
PH212
181.51 LF
@ 0.40%
PH213
50.02 LF
8" DIP I
10
0.4.34 %LF
8" PVC
0.41%
8" DIP
@ 0.40%
@ 0.40%
@
@
ri
mszt
Ni 01
O
0
_o
0
+
CO
455'
450'
445'
440'
435'
20 COCHRANE CASTLE CIR.
PINEHURST, NC 28374
SHEET DESCRIPTION:
SANDERS
ENGINEERING
Sanders Engineering, PLLC
180 Perry Road
Southern Pines, NC 28387
Phone: [phone]
NC License # P-2463
W W W. SA NDERSENGI NEERS. COM
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PROJECT NUMBER:
DRAWN BY:
MSS
SCALE:
DATE:
5/27/22
SHEET NUMBER:
C4