100-13 Oversized Plans Minor Mod Wellman's Construction Inc

I, CHARLES FRANCIS IR GGS• PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHOWN HEREON IN
ACCORDANCE WITH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA. THAT
THE RATIO OF PRECISION AS CALCULATED BY
LATITUDES AND DEPARTURES IS: 1:10.000+
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "VE"(EL=11.0+2) WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370466 3720424500K FEBRUARY 16, 2007
HA
LOT
L
AN I
sP.L.S.-
LOT AREAS
PERMIT
SW8 130505
ALLOWABLE
IMPERVIOUS
PROPOSED
IMPERVIOUS
SURFACE
LOT
1
6811
Sq.Ft.
0.156
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
LOT
2
6077
Sq.Ft.
0.140
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
3
6077
Sq.Ft.
0.140
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
LOT
4
6077
Sq.Ft.
0.140
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
LOT
5
6077
Sq.Ft.
0.140
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
LOT
6
20912
Sq.Ft.
0.480
ACRE
2050
Sq.Ft,
2050
Sq.Ft.
LOT
7
21748
Sq.Ft.
0.499
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
8
22583
Sq.Ft.
0.518
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
9
23419
Sq.Ft.
0.538
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
10
34270
Sq.Ft.
0.787
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
11
35982
Sq.Ft.
0.826
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
12
6439
Sq.Ft.
0.148
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
13
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
14
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
15
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
16
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
17
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
18
16684
Sq.Ft.
0.383
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
19
17544
Sq.Ft.
0.403
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
COMMON
43282
Sq.Ft.
0.994
ACRE
R/W
29952
Sq.Ft.
0.688
ACRE
TOTAL
333149
Sq.Ft.
7.650
ACRES
IMPERVIOUS
SURFACE WITHIN 75'
AEC
LOT AREA
IMPERVIOUS SURFACE
LOT
WITHIN
75' AEC
WITHIN
75' AEC
PERCENTAGE
LOT
6
14594 Sq.Ft.
982
Sq.Ft.
6.7%
LOT
7
12698 Sq.Ft.
986
Sq.Ft.
7.8%
LOT
8
10618 Sq.Ft.
1080
Sq.Ft.
10.2%
LOT
9
7878 Sq.Ft.
901
Sq.Ft.
11.4%
LOT
10
5830 Sq.Ft.
887
Sq.Ft.
15.2%
LOT
11
6530
Sq.Ft.
772
Sq.Ft.
11.8%
TOTAL PROJECT AREA WITHIN 75' AEC: 92303 Sq.Ft.
TOTAL PROJECT IMPERVIOUS SURFACE WITHIN 75' AEC: 5608 Sq.Ft.
TOTAL PROJECT 75' AEC IMPERVIOUS PERCENTAGE: 6.1
NOW OR FORMERLY
WELLMAN'S
CONSTRUCTION, INC &
A
THOMAS W. NELSON
D.B. 4014, P. 675
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
WELLMAN'S
CONSTRUCTION, INC &
B
THOMAS W. NELSON
D.B. 3852, P. 699
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
SOUTHERN COASTAL
INVESTMENTS, LLC
C
PO BOX 8
FOUR OAKS, NC 27524
D.B. 2393, P. 601
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
GTD ASSOCIATES, LLC
PO BOX 850
D
BURLINGTON, NC 27215
D.B. 2389, P. 538
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
WELLMAN'S
CONSTRUCTION, INC &
E
THOMAS W. NELSON
D.B. 3988, P. 484
ZONED MHR
USE: RESIDENTIAL
R/W R/W
W
m
W
3
a
V1 O Q
41co
a
I
R/W
BENCHMARK
NCGS MONUMENT "FIRTH"
NORTHING: 256781.43'
EASTING: 2448576.31'
ELEVATION: 3.9'
I NMP
n
10
c
0
m
BANKS
CHANNEL
NORMAL HIGH WATER LINE
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
36.30'
S53'35'10"W
L2
24.12'
N35'51'20"W
L3
12.50'
S54'08'40"W
L4
12.50'
S54'08'40"W
L5
24.86'
S35'51'20"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
Cl
31.22'
20.00'
28.15'
N08'51'53"E
C2
40.30'
25.50'
36.24'
N81-08'05'W
C3
39.81'
25.50'
35.89'
S08'51'55"W
C4
31.58'
20.00'
28.40'
N81-10'28"W
RESERVED
/54•
MP
63� 94'
E 5A 58'
NMP
/5A
NMP
NOW OR FORMERLY NOTE
DEACON 404 WETLANDS DELINEATION BY
DAVID E. BAILEY (USACE)
485 EAGLE DR. DECEMBER 6, 2012
CHAPEL HILL, NC 27517
D.B. 2349, P. 917
ZONED MHR NMP
USE: VACANT
1g.25
/°0-54.
NMP
Rlkla
10
In
/
NOW OR FORMERLY �' NMP/
WELL CONSTRUCTION, INC. j 4.1%52•�$ -- _ __ __ _
N1 & I 6�, NMP /._ -- - n ,
pN THOMAS W. NELSON I � '
8 g1 \
L� 250 GRAHAM LN. \
HOLLY RIDGE, NC 28445 ElP 14g' L45
�9 D.B. 3852, P. 699
ZONED MHR N
USE: RESIDENTIAL
I I , N ./ \
BEACH / In �.
ORTH TOPSAIL / - 'Lij
TOVwN FINE N __.__ -- -- _ I ,,' ,% z /' o
- SURF CITY N. _ - �, ; % N ' BANKS M N
TOWN LINE I = o- o /� oCHANNEL
I
30' CAMA BUFFER
o0
0
0
PROPOSED TWO STORY
ON PILINGS OPEN BELOW
o
M _
0 75 AEC
�w
Y
OQ
36.3'
V' J
za
SCOTCH BONNET SOUNDSIDE _
wQ
.50.0
Z w
0
a
�+
w o
Lu
z0
o
a
PROPOSED TWO STORY
ON PILINGS OPEN BELOW
' J
a LLI 3:� WATER & SEWER DESIGN BY
I N J PARAMOUNTE ENGINEERING, INC.
o a 5911 OLEANDER DR, SUITE 201
WILMINGTON, NC 28403
< TELEPHONE: [phone]
R/W FACSIMILE: [phone]
CNA-PUPq F R.TGGC q k
N
U
o w
NC HIGHWAY 210 - ISLAND DRIVE
a
N53.49'17'E
TOTAL
DISTURBED AREA
76307 Sq.Ft.
1.752 ACRES
ON SLO- 2013- 092
ADDITIONAL
DISTURBED AREA
17378 Sq.Ft.
0.399 ACRES
NEW TOTAL
R
EIR DISTURBED 675 Sq.Ft.
�., 2.151 ACRES /
Co
_0,/
0a�NpEg
EIR
w /�
04 / COASTAL WETLANDS NEA11ON &
T.-/ 404 WETLANDS DEUNEA N APPROVED BY
10
E 00 DAVID BAILEY, USAACE, 12/6/12
[ALL POINTS SET IRON RODSNLESS OTHERWISE NOTED
NOTE
BENCHMARK: NCGS MONUMENT "FIRTH"
NORTHING: 256781.43'
EASTING: 2448576.31'
ELEVATION: 3.9'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
REFERENCES OWNERS
D.B. 414, P. 200 WELLMAN'S CONSTRUCTION, INC &
D.B. 1111, P. 825 THOMAS W. NELSON
D.B. 1112, P. 250 250 GRAHAM LANE
D.B. 1341, P. 670 HOLLY RIDGE, N.C. 28445
D.B. 1386, P. 645
D.B. 1727, P. 528
D.B. 1840, P. 222 TITLE SOURCE
D.B. 3550, P. 226 D.B. 3852, P. 699
D.B. 3852, P. 699 D.B. 3988, P. 484 (LOT 5)
D.B. 3988, P. 484 D.B. 4014, P. 675 D.B. 4014, P. 675 (LOT 1)
M.B. 9, P. 71
M.B. 29, P. 171
M.B. 44, P. 30
M.B. 44, P. 66
M.B. 47, P. 116
M.B. 51, P. 168
ZONED MHR
ZONING SETBACKS
FRONT = 20'
REAR = 20' (HIGHWAY)
REAR = 30' CAMA OR 404 WETLANDS
SIDE = 8'
CORNER = 15'
MINIMUM WIDTH= 50'
MINIMUM SIZE = 5,000 Sq.Ft.
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
24
- .• _ s L24 j" r� �c m pcp� ( I ICIPOSE� I 12;£�CvEs �� I I NOW OR FORMERLY ERRS =EXISTING RAILROAD SPIKE (FOUND)
101 + `.. i E3 / `. : ( O 24' n Pft-LING 14' 24' 20' L- qR I El 4 .. -(l� !
---'� .I DECK I ' lL33 MssS 01 ��5 I I rROPO5F1 I' RUSCETTI MBL MINIMUM BUILDING LINE
DECK uIgBANC / �n I I I - I / 112 GAZEBO CT. o I I I I I 11 I I
yo N N I 2a' DOISTURBA CE I io DECK PROPos D NMP NON MONUMENTED POINT
24' I / 8082 S . f \ /� ` I PROPLING (o I PROPOSED I n t, / WILIMINGTON, NC 28409 R W RIGHT OF WAY
to N PROPOSED / r 0.186 ACRES 5593 q.Ft. DWELLING n DWELLING I I I 12" EAVES I - '' '' 20' I r DRI /
M �3 0) PROPOSED I DWEWNG I _ - / I I m l � (, -I' % I I D.B. 2898 P. 670 SCM SET CONCRETE MONUMENT (CONTROL CORNER)
tN ( I z 965 ACRES PR o ,
II apt SIP = SET IRON PIPE
Z ,,� DWELLING M I I !® �SIDNG�ON PILINGS % ! M I ( M 1_1__ -14 24`'' I , DRIVE I I I LOT 6 SIR =SET IRON ROD
NOW OR FORMERLY j �. _ / t EAVEs 12" Eg is DECK ( L4-L3 I
MILLER z M {� ( 1 " EAYES I I a� w / 1a' 24^- I_ 14' _,= 2"4 I<, 20,`' ZONED MHR SMN SET MAGNETIC NAIL CONTROL CORNER
12" EAVES 24' I 13' N CONCRETE zj _ �--- - �. 4 I I I I I I _ c11 I ( ( SEASIDE VILLAGE ( )
I \ o io DECK' co DECK m PROPOSED USE: RESDENTIAL
PO BOX 393 16.5 24' I - z� DRIYE I " I PHASE II SPK SET PARKER-KALON NAIL (CONTROL CORNER)
NC 28574 - DES I/ = I S' F 20' 20' I WA N TO I II M.B. 47 P. 66 RICHLANDS, N io DECK 20, S ? EXISTING M Q I PROPOSED I ; / rn I PROPOSED ( I BE C TED N r , NOW OR FORMERLY =CENTERLINE
D.B. 1840 P. 222 ► �,o 20' (.__ PROPOSED. I I w 3 DRIVE °? I N a► UPHAM
I- " 3 m �1 0 �- - - =� o �- DRIVE Ex TING ai I- -) I- `'- J - ®=WATER METER
ZONED MU �=1 O_ - 1933 WASHINGTON ACRES RD.
,n me R PROPOSED Imo. FIRE HYDRANT
2" WA R LI
i� I D � / "� _ - -- 2" !LOW -OFF I HAMPSTEAD, NC 28443-2035 WY
USE: COMMERCIAL I BRICK I D.B. 2385, P. 47 = WATER VALVE
D I C .2 w 0 0 115.00' WALK EI 52.00' EI 52.00' 0 __
6.8 G �PROP05ED LOT 5 SS SANITARY MANHOLE
2 WATER LINE Ll O
� ,� �� � ��� ��`�� e � ZONED MHR
D Et+ N53'3s'25"E SCOTCH BOII�lET DSIDE - 25' R/W (ASPHALT -PRIVATE) �N533'2�'E io.DD` ---_ " r' EXISTING REMOVAL OF CUL-DE-SAC AND 3 4'viNATER USE: RESIDENTIAL co =CLEAN OUT
N59 21'3 E 99 26' CUL-DE-SA EXTENSION OF STREET AS SHOWN LINE Typ I PH =TELEPHONE PEDESTAL
{- s 64.14 N5348'49"E 165.07' EMN
" EM -
_z..r �� O -TELEVISION PEDESTAL
., .
0 39 2 z z PROPOSED r PROPOSED SEWER LINE
_� oz PROPOSED SEWER uNE, C-.. - Fo = FIBER OPTIC CABLE MARKER
6' WOOD PRIVACY FENCE a - .- -- ` v ;M,`, c.a x x WATER METERS
ox PROPOSED o i0 PROPOSED 1 b < PROPOSED o a �p PROPOSED �p ED PROPOSED D �p PRO D �p PROPOSED PROPOSED EL =ELECTRIC TRANSFORMER
D a a d DRIVE a DRIVE {TY') \ EWER SERVICE _ DRIVE DRIVE
a DRIVE a co DRIVE jo l _ _ 15' UTUTY EASEMENT
-I ,r� 4z, 20' 20' 20' t M (�>__ M 20' 20' 20' =LIGHT POLE
20' ,� 20' 2 II `� = POWER POLE
NOW OR FORMERLY ___ M " w �" 13' io D�FCK 00 13, m DECK in 13 1c DECK io 13` io DEC1C�,c 13' DECK io is io-DECK io 12' w DECK 70 10' PUBLIC ACCESS EASEMENT
is DECK i0 14' io DECK 14 i� �, -- - POWER LINE
MOYLAN CIDai X I I 24' r I 24' \.. O w ?14' I I 24 I I 24' I00
\ II 24' Cq I 24' Ioq
( 24' I00
24' 1
/ CO' I PROPOS PROPOSED PROPOSED � I PROPOSED c0 I PROPOSED cD I I PROPOSED C6 PROPOSED NOW OR FORMERLY O= LOT NUMBER
23 i SEASHORE DR. vi PROPOSED �6 I PROPOSED 104 / 106 I I I I I I I I- I I DWELLING I I DWELLING I DWELLING I r I DWELLING DWELLI G DWEWNG DWEWNG 105 -
Z ( I DWELLING I I DWEwNc , � F I _ $ : w I . � I _ � �- I � I � THOMPSON 0 - EXISTING LOT ADDRESS
NORTH TOPSAIL BEACH, NC 28460 I- 1 / �* ; ° _ ( -
,� �, IM IM , IIM to IIM I I IM I 1 i IIM I M
D B 1386 P 645 I I I ( w o W I N I w I " w 12" EAVES I ``' 112" EAVES I -``i 112" EAVES I w` 12• EAVES I 1730 ALLARD RD. = PENDING LOT ADDRESS
N.C. HIGHWAY 210 - ISLAND DRIVE
100' R/W (ASPHALT -PUBLIC)
r•>
c6
N V) �pY
EXISTING ,n EXISTING EXISTING REVISED '_0 REVISED �, PROPOSED
I D -' ri / / , LOT 6 i LOT 7 LOT 8 EXISTING EXISTING z LOT 11
i < I I / / z / LOT 9 N !n LOT 10 pJchi /
0), o
O / • /' (D17 (D 1 O 11 I 'COASTAL WETLANDS DELINEATION &
I
I M ; N WETLANDS DELINEATION APPROVED BY
NOW OR FORMERLY i I o '\= zl .- / 113 115 117 / T79 --- �/ DAVID BAILEY, USACE, 12/6/12
u7 --�- /
TILGHMAN i` ��' I o
2800 ARLINGTON DR. \� I 1 / 06e®' \ i /i--"-`-�- �.�•
I / ,zi
/ Wcm �uDS� �° \ P,
CLAYTON, NC 27520 , ; - - - PREVIOUSLY APPROVED & ,.-;��\ \ \„'
D.B. 719 P. / t \ ,ram --- 6
562 I I ,� �\ ! �.
ZONED MU I y= -'-; 3 COMMON / 1 NOT TO BE REVISED -� -- ,'' �'� ,`'o - _ �-, & ` - w
USE: COMMERCIAL i _ ' N RECREATIONAL AREA \:,,, M.B. 47, P. 116 "� I I °=-_.,,', . -- "
s I I PROPOSED PROPOSED :n FOR \\ i -_- � �''' _ - �`'�ry I I N.
_ Ls e'cK 1 �. _ - N'OW OR FORMERLY
I LOT 18 LOT 19 V) SCOTCH BONNET SOUNDgr0 \ -- -v 3- �- -�= �j ' 24' I %- OPOSED LEWIS
_ f _1 .DECK- I mm
I Z �`\ �' I 24 I _ I DWEWNCrr �. 5119 NC HIGHWAY 210 EAST
'
I t
HARRELLS, NC 2844
4
o `ig PROPOSED
DWELLING L------ D.B. 3106, P. 2722'AVEs
----- 4-�L30 o DECK / LOT 7
� 1ro
< UPLAND 1 24.p�I ZONED MHR
O _EAES DECKWETLANDS 19 LL; o
NSED
DWELLING USE: RESDENTIAL�o DECK 7c DECKio25.3 - 24'
ICAll
,
ZONED MU
USE: COMMERCIAL
N55'20'41'E 359.86'
N36'20'44'W
47.61'
EDGE OF ASPHALT
EDGE OF ASPHALT
' 11"2'iE�A.V;31ES"JI I 12�EAVE-S I I -1-: 2EAVES I12EAVES 112" EAVES n I N I r JI
IqN� I0F24�� 424p 4I�r I
M_
� 24'NI N N I M 00 to 00 n ro DECK a0 ao DECK I o ac0 CDEo0
z 00 0 DE 100 _ - ---- I
:_ji POSED
PROPOSEDm PROPO ..PROPROPOSED n PROPOSED PROS
EXISTING ISTING '- LOT 1 LOT 2 U) \ / VVi LOT 5 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
/ 17 16 J L 15 J 14 I 13 J 12 -
` ��, 9
` 100 102 108 110 112 a�14 116 118 120 9.
I'- `0' 1045.22-
52.0052.00' ER 5050' $
5OOz�IIR ' '
00'
'°` ' ` ` PREVISLY �PPRVED &NOT TO BE REVISED S5335'10"W 602.13' 10' UTILITY EASEMENT (FORMER SEPTIC FIELD)`
If" --
// - M.B. 47, P. 116 pH PH M.B. 47, P. 116 WV
p= - Q
SMN/CC N53'46'06•E 600.41'
`o-==-=--------\�\ I�
_\ L-~�
N5335.10'E 602.13'
-- - �-SC_OT.C- _&ONN_ET OCEANSIDE -
- (PRIVATE 30' ACCESS & UTILITY EASEMENT - 20� ASPHALT)
0 0 0 0 0 0 0 0 0
D /ISION 0= \CASTAL MANAGEMENT PLAN SCOTCH BONNET OCEANSIDE
M.B. 44, P. 30
7 0 R
pptl�/_ IM IN14P, Y pLA1-
Nor �o� p�cope��ro�v
CON�/�Y`1NC�5 Op 5/-1[-t�5
SCOTCH BONNET SOUNDSIDE (REVISED)
7,50 ACRE TRACT ON N.C. HIGHWAY 210
"_MP SOU'•D TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
ISLAND DRIVE
LINE TABLE
LINE #
LENGTH
DIRECTION
L6
22.40'
S18'13'39"W
L7
30.49'
S76'56'54"W
L8
25.14'
SOS'40'07"E
L9
36.76'
S61 *17'51 "W
L10
22.06'
N79'l6'39"W
L11
12.93'
S13'57'12"W
L12
29.34'
S03'39'37"W
L13
30.88'
S74'37'42"W
L14
19.69'
S05'14'48"E
L15
66.46'
S44'16'01 "W
L16
53.70'
S40'03'28"W
L17
30.86'
S77'05'52"W
L18
43.98'
S69'08'08'W
L19
22.29'
S34'23'56"W
L20
15.75'
S53'48'24"E
L21
18.47'
N66'26'56"E
L22
10.31'
S33'31'25"E
L23
9.57'
S13'12'25"E
L24
23.68'
S58'11'20"W
L25
16.27'
S34'47'07"W
L26
13.34'
N80'19'03'W
L27
13.96'
N21'59'36"W
L28
14.26'
N11'28'51"E
L29
14.37'
S73'53'45"W
L30
29.35'
S45'45'38"W
L31
12.43'
S63'13'14"E
L32
18.66'
S15.55'03"E
L33
26.27'
S57'36'39"W
L34
18.43'
S68'07'33"W
L35
36.66'
S35'55'19"W
L36
29.70'
S65'36'54"W
L37
33.30'
N79'15'17'W
L38
23.83'
N36'43'06"W
L39
38.44'
N35'31'06"W
L40
23.78'
N31'00'58"W
L41
74.95'
N35'16'13"W
L42
5.35'
N45'06'05"W
L43
5.06'
N08'42'13"W
L44
47.88'
N32'33'07"W
L45
2.40'
N19'58'13"W
CHAPEL HILL, NC 27514An = PROPERTY OWNER
D.B. 3843, P. 558
= PROPOSED STO ATER FLOW
LOT 4
RMW 0
ZONED MHR
USE: RESIDENTIAL EXISTING
LIFT TOP OF LIFT STATION: 5.33'
EROSION CONTROL MEASURES ALONG NCDOT RIGHT-OF-WAY TO INCLUDE STATION STATION: -3.71'
T S LIFT
O DEPTH F T
SILT FENCE OR BIODEGRADABLE STRAW WATTLES, IF NECESSARY DEDE LIF PVC
PROPOSED SEWER LINE "" j' R/W
�. .. .
Z41. r
r`
z EDGE OF ASPHALT I
t I
' EMN/CC
a
E�GE OF ASPHALT
/
k-.-I%dbw
' NOV 14 2013
DCMMHDCiTY
t0' K*LIC ACMSS EASEMENT GRAPHIC SCALE
40 0 20 40 80
160
( IN FEET )
1 inch = 40 ft.
RECEIVED ACTUAL FIELD SURVEY DATE: DECEMBER 17, 2012
DCM WILMINGTON, NC MAPPING DATE: SEPTEMBER 27, 2013
DRAWN BY: J, NSF MS
0 C T 3 12013 CHECKED BY: C,1', � lGGrS
FIELD BOOK: IND PAGE: 3
PROJECT NUMBER: 12-06-07