87-07 Oversized Plans

TOP - 11.29
INV. - 8.44
TRAFFIC -
SIGNAL BOX
TRAFFIC
SIGNAL POST
PHONE
r04
V
TOP - 11.02
INV. - -0.98
1
1
l%
TOP - 10.93'
INV. = -1.07'
J
1 / BASIN
ro
.0
o�
\
3 I \
� o \
rn \
N) \
rTl
W I \ \ Il:
s
°\wl
MOTTS CREEK
LLL all.
I RONALD GRAY MILLER, SR. "
DEED BOOK 3043, PAGE 054
EIP +�
I I Q ti ,1• tL
Al.,tb,
a11.
404 WETLANDS LINE AS DELINEATED ONi-`-�"p. ��r
GAnON
.d-
r
tb, 9/21/06 i
I
BEARINGS & DISTANCES ALONG
404 WETLANDS UNE (9/21 /06)
NUMBER
BEARINGS
LENGTH
W119
N 85*54'19"
W
26.85
W120
N 78'10'43"
W
30.52
Wi 21
N 84'41'17"
W
35.95
W122
N 49`23'41 "
W
20.49
W123
N 42'53'43"
W
12.56
W124
N 12'36'58" E
36.03
W125
N 41'52'50"
E
9.00
Wi 26
N 49*51'42"
W
17.42
W127
N 00'10'41 "
E
16.67
W128
N 06'01'59" E
31.10
Wi 29
N 11'44'04"
W
26.00
W130
N 10'30'44"
W
32.99
W131
N 25'45'47"
E
31.56
W132
N 09'56'09"
W
41.20
Wi 33
N 16'24'30"
W
43.92
W134
N 45'46'49"
W
21.81
W135
N 36'01'25"
W
24.47
W136
N 27*51 *11"
W
19.34
W137
N 45'22'18"
W
49.75
W138
N 59'49'35"
W
20.72
W139
N 68'50'21"
W
29.64
W140
N 70'35'08"
W
50.71
BEARINGS & DISTANCES ALONG
MEAN HIGH WATER LINE
NUMBER
BEARINGS
LENGTH
19
S 38'21'46" IN
16.65
20
S 61'28'09" W
5.94
21
S 00'48'21" E
11.62
22
S 34 08'20" E
11.99
23
S 85'59'25" E
15.10
24
S 17'06'56" E
13.87
25
S 37'17'58" E
28.23
26
S 35'36'11" E
17.31
27
S 0017'43" W
13.47
28
S 14'53'35" W
10.51
29
S 12.45*56" W
15.78
30
S 05*31'43" E
25.25
31
S 12`51'39" E
18.53
32
S 04*39'17" W
25.40
33
S 0236'49" E
23.96
34
S 07*43*49" E
40.41
35
S 24'20'42" W
14.10
36
S 1213'10" E
14.29
37 _
$12*30'12" E
28.93
38
S 2955'47" E
28.70
39
S 11 *12*19" E
14.55
40
S 14'44'20" E
33.05
41
S 3446'43" E
8.87
42
S 34'20'22" E
26.99
43
S 42'01'53" E
21.75
44
$ 45'05'31" _E
17.46
45
S 74*46'12" E
13.20
46
S 60'31'33" E
55.01
47
S 77*15'56" E
13.65
48
S 75'28'06" E
15.91
49
S 62'27'19" E
11.34
1, JOHNNY J. WILLIAMS. REGISTERED LAND SURVEYOR, CERTIFY THAT
THIS IS A COMPOSITE MAP ONLY WITH DATA SEINE TAKEN FROM SOURCES
AS NOTED HEREON AND NOT FROM AN ACTUAL SURVEY; THAT THIS MAP
IS NOT IN COMPLIANCE WITH SECTION .1600 OF THE BOARD RULES AND
G.S. 47-30 AS AMENDED; AND THAT THIS MAP IS NOT PREPARED FOR
RECORDING.
J. WI A S, P.L.S., L-3170
©.7�
SEAL
JOH �r
;r L-3170 tti•
O'
11111
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THE DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE,
(NAME)
(TITLE)
(DATE)
(AID #)
SS d4 `t0 F ) ,�,, i Al.
S 32'0.5'14' E all, All,
ail,
�' S eu,LD,NG BEARINGS AND DISTANCES FIR IM 508-506 ARE
Y Y J - j i AE t2 ALONG THE APPROXIMATE RUN OF MOT'a•S CREEK
_ wL *� _ ._ .� -- 9y AS TAKEN FROM PREVIOUS SURVEYS BY OTHERS.
i! �% -�
a °� ll. �' S.67 ±Z ACRSS �3� � !!' I! F` THIS RUN HAS NOT BEEN SURVEYED 6Y JOHNNY �
N' a rye, air. J. WILLIAMS LAND SURVEYING
4.49 ACRES WEST OF
MEAN HIGH WATER MARK
SS
at a'4, r` �r �• }4 f JF °Y Ei,• r te'' � iy 'Yr., ,f{
't l f ke e, q¢f # f 5' f' ,e,¢1 w ,. a ty l e , �• f ge[rR R� -
rt t ti 4 r
.e �, ' A{ ° ' 4` Pie, ' h . }'� ' 4 •Se-' . D err.. ENO CHAIN
,•:•FORMEF;LY'TIIRD TRACT ;F4DJ
...,DEED 11100K• 951, WAr.E •$;95,
dPIP
04
SS M SItfD y
I Z s :' '�C/v ' ti .. is
ASPHALT
�-r +,: ''=e• . `-� . AeTAL BUILDING % EX.
m
v ,• ti•._ ��• :�. •;_' ,,'• q � So- 1 NAIL C7•' _ : :'' / p 1 ATE
I 4{g�fSRiI
CONC. I SroRY
PADS MfrAt BUILDING
` ��a Sp . '•;:. • • •.. e � 1 STORY • , t• � 7yO'�•` f - ,�?v I. *�' v . .
OAK
SS
'��' •�';;'�• 8U,L7,NG p• /. .�' OJOq�� 4 t P 'G'';': �'
c Z MONITOR'_--ap�#,
all, Iil _ ai,,
,dr• ,, Ir, / %
-silk• /
AUu
- ��L.HIGM WATER MARK AS
DELINEATED BY JIM GREGSON
t al" IN APRIL 2006 ,I
• t .r
5S 6' CHAIN LINK ... / Ikt } • t�yP,1
• SECURITY40
fF7tCE S / rL 8 �.
I 0 / 2s w& a `' ;• }. ®' ASPHALT
,x
�raAUtz ` C/o o `00,
`• 29 X 21• S TARY ••.
• s. _ 0 , Brrc* m SEWER EASEMENT"-- '
•• ` `aa` h `±t•: POOL Pao BURIED FJO DEED BOOK 921, PAGE 935
T t . COPPER CABLE hdi
S • h
• . - -.�' '.� .•� ; a^` 'moo GRASS a .�..
SS +••+* ` * ' • Q t• ° by a • a` r� '
I O GRASS
a
• • •Q^. 1 5roRYI /g '•• y !? LOCATIONuO
mcr, C7 TANK FILLER
CAP
• . + • • c • Q•
• 4' CMN LINK Fr tCE GRASSED AREA
H°L 4
OAK Pp,-w/mm
3s' _ • _ » a r` v
` •a` a 2� j ! - S ASPHALT
OAK
BASIN
Box CROSS AIX
STD. C&G
TOP - 12.86 CURB TOP - 12.36
CURS INV. = 7.80 INLET INV. - &46 5S UTILITY POLE
INLET � POLE
TRAFFIC TRAFFIC
SIGNALS SS SIGNALS
1
SS
REVISED: 05/26/10 - ADDED WETLANDS SYMBOLS - BGT
5/8` ISS pARklryC
2" BG Fq
TOP = 7.59 i6
INV. - 5.35
s
FS0�3le8' GRASS AREA
MaN. �y �
I'47 l6 W 5/8" ISS
i01-2002' BG -
• PAINTED
STOP BARS
\
00k \
/POSSIFAE 1 1/2' EIP
/ OLD NCNG U GAS NE 1" AG \
1 7' MARKS WM 0
36 W CdcG 15427 ® IV 4•-0 WATER \
{N ? 3'7g'+ U U7Y METER'.
a' PVC WATER MAIN 2.23 �`'" N56'3 �30"W ' ' 00.03 1 1/2" EIPr
68*10`44 wN
All, Jall MOTTS CREEK
2L All,
r/
lr,
,dam•
{� AREA OF WETLANDS ==J 0.25 ACRES N 58-49'17- W /
,if, 1A � /A 1
{!. all, alr. 1
OAK
/
CLUSTER
_ / all, 6.95' © AND IN SSS I CENTER OF BRIDGE
fr, ,• a1r, dt, aif. y 1 5/8" ISS
OAK
aft, - dr.
cLuSTEP
slr,
w+
BAILEY Ec ASSOCIATES, INC. o 40 1
DEED B K 2424, PAGE 570 rrj 4
38
ASPHALT ` OAK
q \ �N
\ S7. pp
7`
UTILITY \ ASPHALT SIGN MN N � la
o POLE IN 56'07'48" W 157.47')_ ERR R
W 1 7 30)
POST
6. 1
_. T
ti„
SIDE AL K
. -. .
,,
�..�-••.- ►---Sl--S
UTILITY
CURB
�� �v yr
Jr
ry D
�i
rl �jT CURB
i' �LZI INLET
HOSPITAL
PHONE SIGN
MANHOLE
GAS
UNE ,� 78-54-12 W
23,95
CURB TOP - 10.91 POLE
INLET
C! aJ. rl��
'
!
,> �ti 7854'12` w1
l
INLET INV. - 7.61
TOP - t0.fi0
SECURITY
TRAFRC
PHONE
TOP = 9.83
INV. - 6.10
TOP - 6.25
INV. •� 6.25
INV... 6.66
LIGHT
SIGNAL BOXES
PEDESTAL
-
TOP - 10,26
-CURB
INLET
�" - - ---
INV. - 4.56
TOP = 9.27
INV. - 6.09
MNS IN
INTERSECTION
VICINITY SKETCH
( NOT TO SCALE )
LEGEND:
c�
•EXISTING
�.
EIP = IRON PIPE
®
EIS = EXISTING IRON STAKE
ERR EXISTING
= RAILROAD SPIKE
UA ® O
ECM = EXISTING CONCRETE MONUMENT
ERWM = EXISTING RIGHT-OF-WAY MONUMENT
co 7z
MNS = MAG NAIL SET
° c
IPS = {RCN PIPE SET
ISS = IRON STAKE SET'
u
SSS = SURVEY SPIKE SET
LL
AG = TOP ABOVE GROUND SURFACE
uj
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT-OF-WAY
q = CENTERLINE
E = PROPERTY LINE
EOP -- EDGE OF PAVEMENT
SS -- SANITARY SEER
W - WA" ERLINE
GV -- GATE VALVE
TBM -- TEMPORARY BENCH MARK
CONC. -- CONCRETE
WM -- WATER METER
PP -- POWER POLE
C-Xl •- TELEPHONE BOX
SD -- STROM DRAIN PIPE
TSS
- TRAFFIC SIGNAL BOX
C&G -- CURB AND GUTTER
TL -
TRAFFIC LIGHT POLE
F/0 -- FIBER OPTIC LINE
WV -- IRRIGATION WATER VALVE
OHP -- OVERHEAD POWER LINE
NQIES:
1) THE PROPERTY SHOWN HEREON IS LOCATED WITHIN A
SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP NO. 3720315700J
DATED APRIL 3. 2006. FLOOD ZONES CROSSING THIS
PROPERTY ARE AE(10), AE(12), VE(14) AND ARE SHOWN
ON THIS MAP.
2) NO N.C. GRID MONUMENTS EXIST WITHIN 2000' OF THIS SITE.
3) CONTOUR LINES SHONE! HEREON ARE TAKEN FROM A
SURVEY BY OTHERS. THESE GONTTOUR LINES WERE NOT
SURVEYED BY JOHNNY J. WILLIAMS LAND SURVEYING
4) BEARINGS AND DISTANCES IN PARENTHESES REPRESENT
DEEDED DIM_NSIONS PER RECORD TITLE. THESE
BEARINGS AND DISTANCES ARE NOT FROM AN ACTUAL
SURVEY.
5) BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PORTION
OF AN ALTA SURVEY BY JOHNNY J. WILLIAMS DATED OCTOBER 2006.
6) WETLANDS POINTS AS SHOWN HEREON WERE DELINEATED 19Y CHIP JACKSON
AND LOCATED WITH A TRIMBLE PATHFINDER PRO GPS MAPPING GRADE UNIT
REFERENCES:
FORMERLY - THIRD TRACT DEED BOOK 951, PAGE 895
DEED BOOK 2424, PAGE 570
PORTION OF WATER OF THE STATE OF
N.C. LABELED HEREIN AS "LAKE" WHICH
IS ALL PROPERTY EAST OF THE HIGH
WATER MARK SHOWN HEREON
INDIVIDUAL TRACT AT THE INTERSECTION OF N.C.S.R. 1417
(SUMMER REST ROAD), U.S. HIGHWAY NO. 74 AND
N.C.S.R. 1415 (CANAL DRIVE)
CITY OF WILMINGTON
HARNETT TOWNSHIP, NEW HANOVER COUNTY, N.C.
-----------------
J 410, P.O. BOX 778, BEULAVILLE , N.C. 28518
PROJECT: BABIES HOSPITAL PHONE: [phone] FAX: [phone]
FILE NAME: IES406 ESTOQ7
MS PILE: BAEilEMAIL JWILLIAMS ® JWSURVEY.COM
4Q6

TOP w 11.29
INV. w 8.44
TRAFFIC -
SIGNAL BOX
TRAFFIC
SIGNAL POST
PHONE
y
�"N
V
to
"4
TOP w 11.02
INV. w -0.98
l
1
1
4
1
TOP w 10.93,
INV. = -1.07'
/CATCH
SD
BASIN v
V
ro
r-4
o�
\
3 ( \
� o \
C4
I�
D T
BEARINGS & DISTANCES ALONG
404 WETLANDS LINE (9/21 /06)
NUMBER
BEARINGS
LENGTH
W119
N 8554'19"
W
26.85
W120
N 78'10'43"
W
30.52
W121
N 84'17"
W
35.95
W122
N 49'1
W
20.49
W123
N 42'1
W
12.56
W124
N 12 36'58" E
36.03
W125
N 41'1
E
9.00
W126
N 49*51'42"
W
17.42
W127
N 0010'41"
E
16.67
W128
N 06'1 E
31.10
W129
N 11'44'04"
W
26.00
W130
N 1010'44"
W
32.99
W131
N 25'4547"
E
31.56
W132
N 09"1
W
41.20
W133
N 16"24'30"
W
43.92
W134
N 45'46'49"
W
21.81
W135
N 36'01'25"
W
24.47
W136
N 27'51'11"
W
19.34
W137
N 45'22'18"
W
49.75
W138 _
N 59'1
W
20.72
W139
N 68'1
W
29.64
W140
N 70'35'08"
W
50.71
RI
w
\
t �r•
MOTTS CREEK
EA I
RONALD GRAY MILLER, SR,
"
r
I
DEED BOOK 3043, PAGE 054
r
till tl, 1'
9
,1�1,
,4�1, ,t�l. -•
SJS_
"EIP
� ,lpy
�*
a% all,
Dill.
at,' ,till al,,
y
(N
,fir,
I S'
aawnoN "���' W
404 WETLANDS LINE-'--`--tp"/`~'�
�° AS DELINEATED ON E
--�,.
/ " " Ir y, artill
��
fs d�733o �sssr,
�' {r, 9/21 /06 /
SS
I
SS
y
1
r F
�
CS 3?'OS'14' E�
n'� BUILDING ` 15.07
M � .:/ o
al,, / /
t
air, /
f
/
rsl
All.
1 all,
`
,ir 11
` +,, 6
BEARINGS & DISTANCES ALONG
MEAN HIGH WATER LINE
NUMBER
BEARINGS
LENGTH
19
S 38'21'46" W
16.65
20
S 6178'09" W
- 5.94
21
S 00'48'21" E
11.62
22
S 34'08'20" E
11.99
23
S 855925" E
15.10
24
S 17'06'56" E
13.87
25
S 37'17'58" E
28.23
26
S 3536'11" E
17.31
27
S 00*17*43" W
13.47
28
S 14'53'35" W
10.51
29
S 12'45'56" W
15.78
30
S 05'31'43" E
25.25
31
S 12`51'39" E
18.53
32
S 04*39'17" W
25.40
33
S 02'36'49" E
23.96
34
S 07*43*49" E
40.41
35
S 24'20'42" W
14.10
36
S 1213'10" E
14.29
37 _
S 12 30`12- E
28.93
38
S 29'55'47" E
28.70
39
S 11'12'19" E
14.55
40
S 14'44'20" E
33.05
41
S 34*46'43" E
8.87
42
S 34'20'22" E
26.99
43
S 42" 1'S3" E
21.75
4.4
S 45'05'31" E
17.4-6
45
S 74*46'12" E
13.20
46
S 60'31'33" E
55.01
47
S 77*15'56" E
13.65
48
S 75`28'06" E
15.91
49
S 62'19" E
11.34
I, JOHNNY J. WILLIAMS, REGISTERED LAND SURVEYOR, CERTIFY THAT
THIS IS A COMPOSITE MAP ONLY NTH DATA BEING TAKEN FROM SOURCES
AS NOTED HEREON AND NOT FROM AN ACTUAL SURVEY; THAT THIS MAP
IS NOT IN COMPLIANCE WITH SECTION .1600 OF THE BOARD RULES AND
G.S. 47-30 AS AMENDED; AND THAT THIS MAP IS NOT PREPARED FOR
RECORDING.
oi'lZ,l� la AIQO
JOH J. WI A 5, P.L.S., L-3170�d,.�4ESS1p
B SEAL
L-3170 �• _
l�
t1IH1
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUANT TO THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THE DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
(NAME)
(TITLE)
(DATE)
(AID #)
BEARINGS AND DISTANCES FR )M 508-506 ARE
n : • ' � ,a ,. _ J �,,�t zaNE 1s ALONG THE APPROXIMATE RUN OF MOTT5 CREEK
AS TAKEN FROM PREVIOUS SURVEYS BY OTHERS.
diL ss
THIS RUN HAS NOT BEEN SURVEYED BY JOHNNY
��1 J. WILLIAMS LAND SURVEYING
1 4.49 A R Ir.
C ES WEST OF �- all, dr
%
' °: '+ . ` n �iMEAN HIGH WATER MARK /
` QiMN-UNK2p a,,
Alk
AL4. AIL Ago
f. ,1 a .«q � �. g4 � { ; sy J4 ,4 , .l•i a '` 4` •'!. � �
! � �f• { i i , w1. yae 'af�+.� y, .t.n R III`
i ,: i$ 9ND M .ili.
c+1 •° FORMERLY THIRD T12A 7 Q" "` ,
'18
C 't J. �.
..... '� ,11ti ' og-HIGH WATER MARK AS ,� � .
:.:".,[3EEl 7F1K• 9$1; PAtGE' $9�?',; t `s �w DELINEATED Y JIM GR GSON /act j� f
N PP ' �6� 8 E c.y /
air, IN APRIL 2006 /
I Z F .� '�Cl ti :'; ,• 15717KY ASPHALT
'y��ry, �':e• t METAL BUI(IIING % EX.
NAIL
to
..
I r h0 ,
- s :r, �.,h AT 1 MOTTS CREEK i al,.
f ' y t / •S • • / t{l.
' CONC. si
I STORY ? cOgY SHPD 603 !`�i q/
PADS METALWILLHNG _ ' p �i , . w 03'Pp j. t� a{,, f 11,
/
Gq,�� $• I STORY t t• �i�ry✓ al
/� ,.
•
WILDING %a oJo�/°� e / P �• -t AREA OF WETLANDS =� 0.25 ACRES
r. N 58'49'17• W i
'a ^ , . OAK \ / a
'• r r. i / 33.21'
SS 1A •• •�.r�•:• •306 0 6:0 rh0� �' � t�<v � ': tS' �Zi.• ,tit tir, `u /
`' - f6s -+�r '' /. »* • /, / �, ail" li. {,. 1
�. {- •:Y • • �3 , ," ,13 ��• w' '•�' . •• O� / � OAK �, 13.8 ' Y
-4%t ywr i -•MONITORj.�1�'- al - itI, Q
_ SSS IN q N.C.S.R. 1417
6' G�iARi t1FtK " 0 1k7 (1YP-) ® - •• U, 6.95' - -- AND IN CENTER OF BRIDGE
SECURITY FFNCE►, {r.
0 8 � all, - v 11 5/8" ISS
p- • - = ,' / C� a : a+t a1r, ir. i' BG /
2So 2 c/o .;+ f. X �' ASPHALT . ciusrEa �`� ! •• -
` v.. :; • `- =,. \ h vti• .. l � �• �' "' �"y9.. !H `�Su," \` "� -... tlr, dr, ``- .�„ ".►�' r
`� ` ':. ti '� _ •0 BncE 29' X 21' �
S ` iAt2Y -• .:
O
3• • F ai SEWER EASEMENT`'•• ! rose
FOOL BMED F/O DEED BOOK 921, PAGE 935 •
i t 1 1
S • • • ,•. . t .. r COPPER CAB1E hg A
••• • ` :.q ti ' n• h T �o GRASS i..
SS
�/ a GRASS
" • ` • :'; .• I STORY .°g°' 02 '" Loc�OAnoN w , BAILEY & ASSOCIATES. INC. a hp
1 ' ' • _ MCK d . ' / TANK FILLER , y DEED B K 2424, PAGE 570 >,
a �. ASS • /WILDING o CAP . 4 '�
u` CHAIN
►mcE , `\ GRASSED AREA '. t
Op- J
oAK
`•"s 6= A ".,` l �. ASPHALT ` +
s? ASPHALT- , OAK
•'• ' `, ` d� �• • mil ^
u,•r •fir_ • •.�A► OAK \ a - - • \ ry N
BASIN
BOX j CROSS WALK
5'1D. CEcG �
TOP w 12.86 CURES TOP w 12 36
INLET INV. = 7.80 INLET INV. w &46 SS UPOLE
TRAFFIC 1 TRAFFIC
SIGNALS SS SIGNALS
Jy
SS
REVISED: 05/26/10 - ADDED WETLANDS SYMBOLS - BGT
5/8' ISS '1Rk/NC
2" BG Sp
TOP = 7.59 fgO ASS
INV.. 5.35
tS
l�O,�R�• GRASS AREA
R�
1111111 MON
41.42' /
N 59'47 36'• �M- 5 8" 155
APPROXIMATE LO(
P TRAFFIC
.rTRAFFIC SIGNAL POST
Lj
1
1 t /2" EIP
/ OLD Nom 1" AG
r -w -v v_ v
8' PVC WATER MAIN
PAINTED CURB-f TOP w 10.91 POLE
STOP BARS INLET INV. w 7.61 POLE
0 wM
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(N 42 9, •METER'.
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7w
,
TOP w 10,60
SECURITY
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PHONE
INV. w 6.f)6
LIGHT
SIGNAL BOXES
PEDESTA
TOP - 10.26
CURB
INLET
INV. w 4.56
TOP = 9.?7
4
INV. - 6.09
\
\
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ASPHALT SIGN
MN
\
1
(N 56'0T48" W
157.4-
ERR
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i 36
1,57.59'
1 2
71 730i
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POINT OF
BEGINNING
z7"'
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`�
SIDE ALK
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HOSPITAL
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rs
v�II INLEBT
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TOP � 9.83
TOP s 9.8
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'
INV. w 6.10
INV, w 6.25
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-
fp
W
MNS IN
r/
INTERSECTION
78'54'12" W
23.95
78" 12' W}
-2,3.95'
PIP
VICINITY SKETCH
( NOT TO SCALE
LEGEND:
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
ERR = EXISTING RAILROAD SPIKE
ECM = EXISTING CONCRETE MONUMENT
ERWM = EXISTING RIGHT-OF-WAY MONUMENT
MNS = MAG NAIL SET
IPS = IRON PIPE SET
ISS IRON STAKE SET
SSS = SURVEY SPIKE SET
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT-OF-WAY
q = CENTERLINE
tP = PROPERTY LINE
EOP -- EDGE OF PAVEMENT
SS -- SANITARY SEINER
W - WATERLINE
GV -- GATE VALVE
TBM -- TEMPORARY BENCH MARK
CONC. -- CONCRETE
WM -- WATER METER
PP -- POWER POLE
- TELEPHONE BOX
SD -- STROM DRAIN PIPE
TSB - TRAFFIC SIGNAL BOX
C&G -- CURB AND GUTTER
TL - TRAFFIC LIGHT POLE
F/0 -- FIBER OPTIC LINE
WV -- IRRIGATION WATER VALVE
OHP - - OVERHEAD POWER LINE
N 01 C.S.
1) THE PROPERTY SHOWN HEREON IS LOCATED WITHIN A
SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP NO. 3720315700J
DATED APRIL 3. 2006. FLOOD ZONES CROSSING THIS
PROPERTY ARE AE(10), AE(12), VE(14) AND ARE SHOWN
ON THIS MAP.
2) NO N.C. GRID MONUMENTS EXIST WITHIN 2000' OF THIS SITE.
3) CONTOUR LINES SHOWN HEREON ARE TAKEN FROM A
SURVEY BY OTHERS. THESE CONTTOUR LINES WERE NOT
SURVEYED BY JOHNNY J. WILLIAMS LAND SURVEYING
4) BEARINGS AND DISTANCES IN PARENTHESES REPRESENT
DEEDED DIM_NSIONS PER RECORD TITLE. THESE
BEARINGS AND DISTANCES ARE NOT FROM AN ACTUAL
SURVEY.
5) BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PORTION
OF AN ALTA SURVEY BY JOHNNY J. WILLIAMS DATED OCTOBER 2006.
6) WETLANDS POINTS AS SHOWN HEREON NERE DELINEATED 13Y CHIP JACKSON
AND LOCATED WITH A TRIMBLE PATHFINDER PRO GPS MAPPING GRADE UNIT
REFERENCES:
FORMERLY - THIRD TRACT DEED BOOK 951, PAGE 895
DEED BOOK 2424, PAGE 570
PORTION OF WATER OF THE STATE OF
N.C. LABELED HEREIN AS "LAKE" WHICH
IS ALL PROPERTY EAST OF THE HIGH
WATER MARK SHOWN HEREON
INDIVIDUAL TRACT AT THE INTERSECTION OF N.C.S.R. 1417
(SUMMER REST ROAD), U.S. HIGHWAY NO. 74 AND
N.C.S.R. 1415 (CANAL DRIVE)
CITY OF WILMINGTON
HARNETT TOWNSHIP, NEW HANOVER COUNTY, N.C.
DATE: MAY 12, 2006 1 z11 o' 40' so
SCALE: 1" = 40'
p y�� y� p� r �•T p y A,�� r •r v r �
dOHJdl�d d. l7L.LL14ff.7 Z4jV, sJG/,�ii'flfjV6!, P.0
P.O. BOX 778, BEULAVILLE , N.C. 28518
PROJECT: BABIES HOSPITAL EN PHONE: [phone] FAX: [phone]
FILE NAME: WETLANDS1007
MS FILE: BA81ES406 EMAIL JWILLIAMS @ JWSURVEY.COM

. EXISTING
FLYNN EDWIN H / DRIVEWAY\`
R05714-001-009-000
BK: 1079 PG: 265
ZONING: R-20 s/ 5' SWEE GUM
\ USE: RESIDENTIAL / DRIP LI =10.
a
/
0
` 31" PINE _
INE=57'
EXISTING
F & S INVESTMENTS DRIVEWAY /
. s R05714-001-008-000
BK: 1498 PG: 1597 /
ZONING: R-20 / USE: COMMERCIAL 7" MAGI
/ / DRIP
/ 7" TER `
® P LINE=--1
^�
41
q
F & S INVESTMENTS
{R
R05714-001-008-001
BK:1381 PG:1630
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ZONING: CB
l
* USE: COMMERCIAL
BROOKS LAUREL BOWDEN
R05714 001 007-000
` BK: 4988 PG: 2104
ZONING: C-5
USE: COMMERCIAL
G�
BOWDEN ELBERT V MARITAL TRUST 440
N
R05714-001-006-000
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USE: COMMERCIAL
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R05714-001-005-000 .
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TRAFFIC USE: COMMERCIALxx
SIGNAL BOX „ .:. rage a
...............
EXISTING
S DRIVEWAY 411
TRAFFIC Mu
SIGNAL POST
.�
J�4.
\� 1_ ask
\A ya w\
TOP7.59
INV 5.35 / \
ra/ TRAFFIC
SIGNAL BOX \'�\
R05714-008-013-000
BK:3817 PG: 136
ZONING: C-5
USE: COMMERCIAL
EXISTING
DRIVEWAY
r i
e
24" PINE /�'
DRIP LINE=42'
° ; +
19" WATER OAK >'
DRIP LINE=36
♦ BLDG. A,�
"A
r /
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♦ 1p ' 1(E6TC+IyAM MIL�L�R SR.
DRIP LINE�CEke R05714-002-001-000
SOI�: 3043 JAG: 054
` / ,•' �r/ / e� BK: 924 PG: 569
B ZONafVG: R-15 / /'Y ' �' i it ZONING: R-20
U` RESIDENTIAL ,' -- ° ; ,! USE: RESIDENTIAL
- -' - ' / 20" PINE
e' DRIP LINE 4T000
'
/ ♦ //' ��' 1 P o' /'A� /'l \
10
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BLDG. D �' 94' INV 1 V5 + YPRESS • . \
15" INV -0.69 i\ •! RIP L1N_E=20' _ yy
i
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y y
� `---" • • i • ' DRIP LINE=11' •
8" WEET GU • 1 . y
> .:. 54 ' OAK
• •
:' - -•-� : .DRIP LINE=50' , y
;> .: � I N\ a EV�b ET� UM -_ • � • � r \
:....:: "
\
,•- - \ 13 OAK
DRIP LINE-1T
y • • \
�.' i <���':�'�:::.:.;:.•.:.::.::.::.::.::::.::.::::.::.::.::.::.::.:.::<�.::.::.::: \ _ _ . �-� 1 \ `\.j%"-' DRIP LINE-31'
DRIVEWAY
ALFORD CLARENCE EXISTING
R05714-008-012-000 DRIVEWAY
BK:567 PG:50
ZONING: CB `
USE: COMMERCIAL
/VERNON CHARLES R ETAL
01 R05714-008-010-000
s BK: 1699 PG: 1056
ZONING: CB
`® USE: RESIDENTIAL
i'
O
® s AARDEMA JACK S MARGARET F
R05714-008-009-000
r BK: 1267 PG: 840
ZONING: CB
USE: COMMERCIAL
19" OAK
DRIP LINE=20'
12" PINE
DRIP LINE=29'
14" PINE
DRIP LINE=20'
27" PINE
DRIP LINE=57 - $`_-SWEET GUM
• ➢,;"
DRIP LINE=26
7" LOBLOLLY PINE
•
DRIP LINE=21'
�""--- 6" PINE
DRIP LINE=11'
5" SWEET GUM
DRIP LINE=16
-INV 2.73
DRIP LINE=23
7" SWEET GUM
DRIP LINE=14'
48" OAK DRIP
LINE=55'
•
�' 9" LIVE OAK
DRIP LINE=25'
.` 5" DARLINGTON OAK
DRIP LINE=24'
`�— 6" DARLINGTON OAK
DRIP LINE=18'
3" MAGNOLIA
DRIP LINE=12'
OAK DRIP \`
8" DARLING OAK
•
LINE=17'
DRIP LINE=16' \
•
NORTH \
•
10'"OAK •\
DRIP LINE=12' \
NORTH \
11PERSIMMON
\
•
DRIP LINE=23'
\ 20
•
j
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"
DRIP LRNEM 8N
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4\ •0
72
•
11" PERSIMON
`
LINE=11'
•
SOUTH
3 TRUNKS
1/6/8" PERSIMMON
DRIP LINE=22
8" PERSIMMON
DRIP LINE=9'
5" PERSIMMON NORTH
JOHN & ELIZA BLACKWELL LLC
R05714-002-018-000
BK:5004 PG:326
ZONING: R-20
USE: RESIDENTIAL
ZONE
ZONE AE 14
1 �
do
SONY*
�/
/ BAILEY & ASSOCIATES
y R05714-004-012-000
BK: 50 0
a ZONING:: R-2020
A USE: NIA
a/
0
VICINITY MAP NOT TO SCALE
v
Q•
9D SITE
SuM
WRIGHTSVILLE AVE.
P �-
�i4���F
WILMINGTON 1���4r
Qo' WRIGHTSVILLE
BEACH
SITE DATA
ADDRESS
7205 WRIGHTSVILLE AVE.
201 SUMMER REST RD.
PARCEL ID
R05714-002-003-000
R05714-002-004-000
EXISTING ZONING
0&1-1
TOTAL PROJECT AREA
195,965 SF (4,50 AC.)
LAMA LAND CLASSIFICATION
CONSERVATION
EXISTING IMPERVIOUS AREA
BUILDINGS
28,641 SF
BUILDINGS REMOVED
-7,820 SF
ASPHALT PAVING
49,305 SF
GRAVEL PAVING
21,247 SF
CONCRETE PAVING
5,506 SF
BRICK PAVING
1,387 SF
V
TOTAL (BEFORE REMOVAL)
SF 4.1 0
1 6 87 5 9'
TOTAL (AFTER REMOVAL)
98,267 SF (50.1 %)
EXISTING BLDGS.
AREA
A
62 SF
B
1,641 SF
C
151 SF
D
47 SF
E
48 SF
F
248 SF
G
240 SF
H
78 SF
1
41 SF
J
2,442 SF
K
125 SF
L
7,570 SF
M
264 SF
N
268 SF
0
1,338 SF
P
117 SF
Q
624 SF
R
3,034 SF
S
123 SF
T
275 SF
U
72 SF
V
2,012 SF
X (DEMOLISHED)
7,820 SF
TOTAL LOT COVERAGE
28,641 SF (14.6%)
LOT COVERAGE DUE TO
BUILDING REMOVAL
20,821 SF (10.6%)
GENERAL NOTES
1. PROPERTY LINES, EXISTING TREES, CONTOURS, UTILITIES, FLOOD ZONE AND
WETLAND INFORMATION TAKEN FROM A SURVEY PROVIDED BY JOHNNY J. WILLIAMS
LAND SURVEYING, PC, DATED MAY 12, 2006. COUTTOURS INTERSECT EXISTING
BUILDINGS AS SHOWN ON SITE INVENTORY PLAN, STORM DRAIN INFORMATION ON
CANAL DRIVE TAKEN FROM NCDOT AS -BUILT DRAWINGS.
2. TREE IDENTIFICATION PROVIDED BY SCOTT MCGHEE OF "SCOTT'S TREESCAPE".
3. PROPERTY LINES FOR PARCELS ON OPPOSITE SIDES OF WRIGHTSVILLE AVE. AND
CANAL ST. ARE BASED ON NEW HANOVER COUNTY GIS DATA AND ARE APPROXIMATE.
SITE IS NOT LOCATED WITHIN ANY ZONING OVERLAY DISTRICTS.
4. 404 WETLANDS PER USACE AID# SAW-2007-01810.
5. 1 DO- YEAR FLOOD ZONES ARE INDICATED ON PLAN (FEMA MAP PANEL 37203157001).
6. EXISTING WATER AND SEWER PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
7. SOIL TYPE IS BAYMEADE (Be).
8. SITE IS NOT RECOGNIZED AS A HISTORIC OR ARCHAEOLOGICAL SITE.
9. SITE DOES NOT CONTAIN ANY CEMETERIES OR BURIAL SITES.
10. SITE DOES NOT CONTAIN ANY PROTECTED SPECIES OR HABITATS.
SYMBOL LEGEND
W
WATER SERVICE
SS
SEWER -3ERVICE REFER TO UTILITY
PLAN FOR SIZES
®
CLEAN OUT (SHEET C-1)
.SD--
STORM DRAINAGE
OHP
OVERHEAD POWERLINE
POWER POLE
FIRE HYDRANT
03AK
EXISTING TREE
ASPHALT PAVING
BRICK PAVING
CONCRETE PAVING
GRAVEL PAVING
0 30 60 90 120
M
I H A L
L A
N D D E S I G
N
PLANNING
+ LANDSCAPE ARCHITECTURE
5725
Oleander Dr., Suite
A7
Wilmington, NC 28403 910,392.4355
INTRACOASTAL
ENGINEERING, PLLC,
91 Pelican Point Rnad
Wilmington, North Carolina 28409
Phone: [phone]
Email Ch.1i.a intmcoastalengineenng.
Rev_
1. 6/2/10: CHANGES FOR DECEMBER 3, 2009
TRC COMMENTS.
2. 6/17/10: CHANGES FOR CFPUA WATER
APPLICATION.
3. 8/17/10 WATERLINE CROSSINGS
4. 9/15/10 CITY COMMENTS PER JAMESON.
5. 10/13/10 ADDED CAMA UPLAND MAP.
6. 11/16/10 CAMA COMMENTS.
7. 12/2/10 CAMA COMMENTS.
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Date: 5/11 /09
Phase: PD
Job Number: 300-001
Designed by: JWM
Drawn by: MWL
Checked by: JWM
Sheet Title:
SITE INVENTORY /
EXISTING CONDITIONS

f t 1 V
Z,
♦f NN
% ��j fi • INFILTRATION BASIN < ♦ '� �- / /
600
/ / � / / o � \ � ! .ter • ,+,
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/ \ � / f� / � ,1 Ik \ \ \ j/ Jl r S •�. '� C.-' • y � •_ �' • ° • • •- • � i �� .•' ' • ' • ° • •\ • a , • • o • • i ' Il
/' � , • • \ ' • • • ' � • • � • \/`�" } • to
Fo t \ • .
BUILDING A `.\ \. \111 z •
48 RESIDENTIAL UNITS \ t X
++ - x * * ; x t-,-, , \\ \ (1100-1500 SF/EA.)
62 PARKING SPACES UNDER
3 STORIES / 45' HEIGHT ii�•• J }t [u
+ + + // % i • tt x K X " * . * It • �) \ /' \\. �'// \\ Yl 1 !•
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+ 000\ OtiF
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+++++ + 1 }'tit}tit It �• Fq 10
+
1 1lt„i,itt }itk' �.
+ + / t,t ttittSt ,��{1Sttt 1
\ *)' x \ x x } \ - . ✓ / + + + t {jl%jt{IItl�IS'tti,lit}lt�i` ti{i tl}w 1
+ + + + + + / 1 t t {tilt }tit titd tt{ 11{t ltttl li - }
+ltiiiiflit�l}tjtttt�titk}tiitt[t� 1 :• A
+ { t tPilitlt ttt tli 1
++ _ I �,t}.y} ttatl' t�i -- �/� F
+ + tl 1 Y ��t tl�i�i�Stt t1 l ►' f OS (Y aL E
* !
+
++ ++
x
\ *r + +
+ + { ^.fitfSSStj�t t /a
++�+
+ + + !t , fit}'ft�4tSkSiStl jStttil4tl{t1k}l 1 144.75 S.F. OF DECK WITH IN 30'
��\ i + + +++ / { l�;i�tiSttl}il4tltitttit}ltlltjlj t .•
\\ \\ 17U , ++++++ + iftt�ti 34i}t41}�l',t i411� ill` tt 1 e (• COASTAL SHORELINE BUFFER
`. + ++ + ++ i it�ttt t•t It itl • • } 1 I e (NOT TO BE COVERED)
` - BUILDING C ++++++�} `; �. \�}• ••
\ 24 RESIDENTIAL UNITS (11OD SF/EA.) +++ + +f+++ 1 r t� 1 f•
12 OFFICE UNITS (1100 SF/EA.) + + ++ ++++ + �II }} • 1:
\` \ 13 RETAIL UNITS (1200-1350 SF/EA.) + +
\�� \\ ;0 4 STORIES / 45' HEIGHT + ++++++ _ ,: V _ t M 1 • '
+ a
+ + J+ + ++ +
1
c�
,\\`\\` a\` `\\�` \\
\\
\\
\�1
�y + + If + + I
+ + + EXISTING
+ + + + + t �t �¢° a • DOCK
+
o\ o + + + + , + ++ { t AE 12
\ INIIOD E 14
+ FL
15
PROP
DECK
PROP
WALK
10
5
C
15
1C
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SED WOOD
SED WOOD
NM (BEYONLDpjY\
Fk
SECTION
A -A
HORIZONTAL SCALE: 1 "=50'
VERTICAL SCALE 1"=5'
U
Z¢
a
E W
Z I
FIL
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LLJ
cc
Lit Q
lof
Lo
=1
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t
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VEGETATE
_
FILTER
EX. GRADE
1'�`n
\
s �
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i
+ +
��\�, ��\ \\ j x \\ \_�+ + +
�xxx * Kxx * x x
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IN
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/
/
/
/
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HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE 1"=5'
+ + _ i
1 @a�+T+
+ \/ k + ++ � o
++
r' \•. .+� + +++ BUILDING B
•Z, • ` + + + 30 RESIDENTIAL UNITS
��`� •��� `\.' • '� +' + t+1+ (1100-1500 SF/EA.)
/ r \� e. * + + +' 31 PARKING SPACES UNDER
+ ++
+3 STORIES / 45' HEIGHT \ +
NN
4 T \ •
NI
\\\ ��\ ! \\\ \\\` -� t xxx xxx * ` ���\ a<4:
ff f LJ � \
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+
+ + +
/
/
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4 �I
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Rqs
00
�R
WRIGHTSVILLE AVE.
WILMINGTON
NOT TO SCALE
o�.
SITE
vMM '" CJ
Fq O Q�
WRIGHTSVILLE
BEACH
�V
SITE DATA
ADDRESS 7205 WRIGHTSVILLE AVE., 201 SUMMER REST RD.
PARCEL ID R 14-002-003-000, R05714-002-004-000
EXISTING ZONING -1
TOTAL PROJECT AREA 195,%5 SF (4.50 AC.)
WETLAND AREA 1637. 5 (0.25 AC.)
CAMA LAND CLASS, CONSERVATION
BUILDINGS PROPOSED 3
LIMITS OF DISTURBANCE 4.48AC,
BUILDING A
FLOORS 2-4 16:S. UNITS (2-3 BR) PER FLOOR, +/-21,000 SF PER FLOOR
TOTAL HEATED SO, FT. +47,600 SF
HEIGHT 46 P FLOORS + PARKING GROUND FLOOR)
BUILDING B
FLOORS 2-4 10RES. UNITS (2-3 BR) PER FLOOR, +/-14,000 SF PER FLOOR
TOTAL HEATED SO. FT. +1 42,C 0 SF
HEIGHT 461,3 FLOORS + PARKING GROUND FLOOR)
BUILDING C
FLOOR 1 15,750 SF RETAIL
FLOOR 2 13200 SF OFFICE
FLOORS 3-4 12RES_ UNITS (2 BR) PER FLOOR, 13,200 SF PER FLOOR
TOTAL HEATED SQ. FT. 55XG SF
HEIGHT 46(d FLOORS)
TOTAL COMMERCIAL 4 CIE PRC'°_ 15,750 SF (HEATED)
TOTAL OFFICE SPACE i0POSE' 13,200 SF (HEATED)
TOTAL RESIDENTIAL UI IJTS PROF 103 UNITS (+/-242 BEDROOMS TOTAL)
TOTAL BLDG SQ. FT, PROPOSED +/- 164,950 (HEATED).
RESIDENTIAL DENSITY PROPOSED 18.1 UN./AC.
EXISTING IMPERVIOUS AREA 99,21e-7 = (S l Z' V41n* _ 1 G01111
PROPOSED IMPERVIOUS AREA
BUILDINGS 57,050 SF
PARKING / DRIVEWAYS 26,036 SF
WALKWAYS / MULTI -USE. PATH 12,681 SF
PERVIOUS PAVERS 10,499 SF (17,499 SF (-a 60% IMP,)
TOTAL 106,266 SF (54.2%)
BULK REQUIREMENTS: Otl (SEQ 1 -190)
REQUIRED PROVIDED
MIN LOT AREA 15,000 SF 195,965 SF (4.50 AC.)
MIN LOT WIDTH 80` +/- 630'
MIN FRONT SETBACK 20' 20'
MIN REAR SETBACK * 25' 11
MIN SIDE SETBACK 20' 35' **
MIN SIDE CORNER SETBACK 20' 91,
MAX BUILDING HEIGHT 45' 45'
MAX LOT COVERAGE 40% 58,190 SF (29.69%)
*ABUTTING RESIDENTIAL, ADDIJN,AL SETBACK MUST BE PROVIDED AT A 1:1 RATIO FOR
EVERY FOOT OF INCREASED H f- e ABOVE 20'.
** SETBACK FOR STRUCTURES MW BE DECREASED IF BASE WIDTH OF BUFFER YARD IS
INCREASED BY THE SAME AMOUNT. (SEC. 18-500)
PARKING REQUIREMENTS (SEC I&533)
REQUIRED PROVIDED
RESIDENTIAL (1/UNIT) * 103 SPACES (257 MAX @2.5/UN.) 117
GENERAL RETAIL (15,750 P-1/ SF-) 40 SPACES (78 MAX @1/200 SF) 45
PROF. OFFICE (13,200 P1/300 ) 44 SPACES (66 MAX (P1/200 SF) 45
TOTAL (INCLUDING HC) 187 SPACES (401 MAX) 207
HANDICAP PARKING 7 SPACES 8
BICYCLE PARKING 14 SPACES 16 (4/BLDG.)
* RESIDENTIAL MULTI-FAM&Y F KAN`Ga REQUIREMENTS PER SEC. 18-259 - APPLICABLE TO
MIXED USE DEVELOPMENT IN r4&1 DISTRICTS
WATER/SEWER USAGE CURRENT PROPOSED
SEWER SERVICE 0 GPD 40,554 GPD
WATER SERVICE 0 GPD 40,554 GPD
LANDSCAPE REQUIRE =NTS REQUIRED PROVIDED
INTERIOR PARKING L -)SCAR OF 36,535) 4,384 8,595
FOUNDATION PLANTIN S 40' F:il. LNG FACE
BUILDING A (275 LF) 1,320 1,671
BUILDING B (50 LF) 240 291
BUILDING C (224 LF) 1,075.2 2,049
*PLANTINGS TO BE VERIFIED Offl-AINDSCAPE PLANS
76 AEC SETBACK IMPERV'IOUSCAr-.CS (29.99% MAX.)
44.905 SF TOTAL AREA � 10,293 SF OF IMPERVIOUS ?^
1. PROPERTY LINES, EX" AND
WETLAND INFORM, ' :jY JOHNNY J.
WILLIAMS LAND 1 r-IJ MAY I I--, ._ -�VTOURS INTERSECT
EXISTING B1?"I zI,HGvVN ON SITE INVENTOH*t PLAN.
.-HAANE IS PROPERTY LINE.
A IN PROVIDED BY SCOTT MCGHEE OF "SCOTT'S TREESCAPE",
,AES FOR PAICE:L-.S ON OPPOSITE SIDES OF WRIGHTSVILLE AVE.
til\aL1 ALST. ARE. €3A D ON NEW HANOVER COUNTY GIS DATA.
5• 404 WETLAND LINES PEU SCE AID# SAW-2007-01810
6. MEAN HIGH WATER MARS AS DELINEATED BY JIM GREGSON IN APRIL 2006.
REVERIFIED BY ROB MARSil0-22-2010.
7. 100-YEAR FLOOD ZONESAF INDICATED ON PLAN (FEMA MAP PANEL
3720315700J).
8. EXISTING UTILITIES OWD BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
9. ALL UTILITIES SHALL BEGIN GROUND.
10. DUMPSTER ENCLOSURES II" DICATED ON PLAN.
11. ALL SIGNS WILL BE LOCATED AND APPROVED BY THE CITY OF WILMINGTON
12, ALL EXISTING SIGNIFICANT TREES WILL BE PRESERVED OR MITIGATED.
13. TACTILE WARNING MATSWIL.L BE INSTALLED ON ALL WHEELCHAIR RAMPS.
14. THREE EXISTING DRIVVEWYS ARE TO BE CLOSED, MOVED, OR MODIFIED.
15. HEATING /AIR EQUI`PME T ELECTRICAL PANELS, OR SIMILAR DEVICES WILL BE
LOCATED WITHIN THE B&DfiNG FOOTPRINTS.
16. FULL LANDSCAPE BUFFE4S. PARKING LOT LANDSCAPING, AND STREET YARD
LANDSCAPING WILL BE RROVtDED.
17. PARKING LOT PAVING T013E 50% PERVIOUS MATERIAL AS SHOWN, MEETING
CITY LOAD -BEARING STMDAFRDS. SUB -BASE MUST PROVIDE ADEQUATE
CAPACITY TO ABSOf3B IWILT DATING STORMWATER. PERVIOUS PAVING MUST
BE MAINTAINED IN PERPETUITY; MAINTENANCE REQUIREMENTS SHALL BE
INCLUDED IN H.O.A.DOCUIttENTS.
18. CONTRACTOR SHALL MANTAIkN ALL-WEATHER ACCESS FOR EMERGENCY
VEHICLES AT ALL TWES;1L11Pt\IG CONSTRUCTION.
19. NO EQUIPMENT IS ALLOt ED ON SITE UNTIL ALL TREE PROTECTION FENCING
AND SILT FENCING IS Imo°-A4LLED AND APPROVED. PROTECTIVE FENCING IS TO
BE MAINTAINED THROUGHOU-T THE DURATION OF THE PROJECT, AND
CONTRACTORS SHALL RECE WE ADEQUATE INSTRUCTION ON TREE
PROTECTION METHODS.
20. STOP SIGNS AND STREET S`<GNS TO REMAIN IN PLACE DURING CONSTRUCTION.
21. LAND CLEARING AND Ci S,71RUCTION CONTRACTORS SHALL RECEIVE
ADEQUATE INSTRUCTIOIIt6N TREE PROTECTION REQUIREMENTS AND
METHODS.
22. ANY TREES AND/OR ARE4S DESIGNATED TO BE PROTECTED MUST BE
PROPERLY BARRICAIDEDIITI-I FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INS°:.IFIE THAT NO CLEARING AND GRADING OR STAGING OF
MATERIALS WILL 00'CUR\I THOSE AREAS.
23. WATER AND SEWER SEICE SHALL MEET CFPUA DETAILS AND
SPECIFICATIONS.
24. REGULATED AND SIG�NIRCAT TREES IN THE STREET YARD AND ANY TREES IN
ANY REQUIRED BUFFERS ARE REQUIRED TO BE RETAINED.
25. CONTACT KAREN DtXONAT 371-7888 TO DISCUSS STREET LIGHTING OPTIONS.
26. ANY GROUND LEVEL. MECHANICAL EQUIPMENT TO BE SCREENED AS
NECESSARY.
27. ANY IRRIGATION SYSTE INELL BE EQUIPPED WITH A RAIN SENSOR.
28. SITE WILL BE ENGWEEWRED -F0 MEET EXCEPTIONAL DESIGN CRITERIA FOR
EXCEEDING ALLOWED RESIDENTIAL DENSITY IN A LAMA CONSERVATION AREA.
29. UNDERGROUND FIRE LP (S) MUST BE PERMITTED AND INSPECTED BY THE
WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE
BUILDING. CONTAT THEWI1._MINGTON FIRE DEPARTMENT DIVISION OF FIRE
AND LIFE SAFETY AT 911T 43- 0696.
30. CONTACT THE NORTH CR1'LTNA ONE CALL CENTER PRIOR TO ANY DIGGING
(1.800.632.4949).
31. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL
REQUIREMENTS. WATER NI .TER(S) CANNOT BE RELEASED UNTIL ALL
REQUIREMENTS ARE MEYA ID+ THE STATE HAS GIVEN THEIR FINAL APPROVAL.
CALL 343.3910 FOR. INFCRNIZAI'ION.
32. IF THE CONTRACTOR 061P S WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SEWICE AND MUST PROVIDE A REDUCED PRESSURE ZONE
(RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE
WATER METER BOX:
33. ANY IRRIGATION SYSTE SUPPLIED BY CFPUA WATER SHALL COMPLY WITH
CFPUA CROSS COI+INECTION CONTROL REGULATIONS. CALL 343.3910 FOR
INFORMATION.
34. ANY IRRIGATION SY'STE S14ALL BE EQUIPPED WITH A RAIN SENSOR.
35. ANY BACKFLOW PREVENTION DEVICES REQUIRED WILL NEED TO BE ON THE
LIST OF APPROVED DEVICES IBY USCFCCCHR OR ASSE.
36. CONTRACTOR TO FIELD VERiKIFY EXISTING WATER AND SEWER SERVICE
LOCATIONS, SIZES, ANDAT E•RIALS PRIOR TO CONSTRUCTION. ENGINEER TO
BE NOTIFIED OF ANY CONFLdCC`TS.
37. ALL DUMPSTERS TO BE I:OCKTED WITHIN BUILDING.
38. NO EQUIPMENT T4 BEALOWED ON SITE UNTIL ALL TREE PROTECTION
FENCING AND SILT FENCING, HAS BEEN INSTALLED AND APPROVED (18-483)
39. ALL PAVEMENT MARKINGS I PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS
ARE TO BE THERM(31PLASFIC• AND MEET CITY AND/OR NCDOT STANDARDS.
40. ALL SIGNS AND PANVE-Me4T MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE
TO MEET MJTCD 4 "TA:NfRiDS.
41. NO LAND DISTURB.-ANCElNCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE
THE LIMIITS OF DIII 3 T URBAN\IC:E SHOWN ON PLANS.
42. CONTRACTOR SHRILL MWC MN AN ALL WEATHER ACCESS FOR EMERGENCY
VEHICLES AT ALL T WESDURI IG CONSTRUCTION.
C 30 60 00 120
INTRACOASTAL
ENGINEERING, PLLC
91 PeLcan Poin, Road
Wrlmi gt , Vnril, C.T.H.. 29409
Phone: [phone]
Email: CUarh Qi"tracoastalenginceriug; com
Revisions
1. 6/2/10: CHANCES FOR DECEMBER 3, 2009
TRC COMMENTS.
2. 6/17/10: CHANGES FOR CFPUA WATER
APPLICATION.
3. 8/17/10 WATERLINE CROSSINGS
4. 9/15/10 CITY COMMENTS PER JAMESON.
5. 10113/10 ADDED CAMA UPLAND MAP.
6, 11/16/10 CAMA COMMENTS
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Date.
Phase:
Job Number:
5/11 /09
PD
300-001
Designed by:
CDC
Drawn by:
DNI.
Checked by:
CDC
Sheet Title:
CAMA UPLAND
DEVELOPMENT
MAP