SW8070327_Approved Plans_20101206

r
NUMBER
BEARINGS
LENGTH
W119
N 85*54'19"
W
26.85
W120
N 78*10'43"
W
30.52
W121
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
W126
N 49*51'42"
W
17.42
W127
N 00'10'41"
E
16.67
W128
N 06'01'59"
E
31410
W129
N 11'44'04"
W
26.00
W130
N 10'30'44"
W
32.99
W131
N 254547"
E
31.56
W132
N 09'56'09"
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 59'49'35"
W
20.72
W139
N 68'50'21"
W
29.64
W140
N 70'35'08"
W
50.71
W
cv
ib
rn
10
NUMBER
BEARINGS
LENGTH
19
S 38'21'46" W
16.65
20
S 61'28'09" W
5.94
21
S 00'4821" E
11.62
22
S 34'08'20" E
11.99
23
S 8559'25" 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
5 12*13'10" 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 42'01'53" F
21.75
44
S 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
S 7528'06" E
15.91
49
S 62*27'19" E
11.34
1, JOHNNY J. WILL1AMS• REGISTERED LAND SURVEYOR, CERTIFY THAT
THIS IS A COMPOSITE MAP ONLY WITH 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.
;10H J. W A IS, P•L.S., L-3170ram``!
G �� . �• �EAI.
a••
����• ' b SIj VC1
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 #)
VICINITY SK TCH
( NOT TO SCALE )
LEGEND:
VJ
-
%
EIP = EXISTING IRON PIPE
^fie
cj
1
EIS = EXISTING IRON STAKEo
ERR = EXISTING RAILROAD SPIKE
ECM = EXISTING CONCRETE MONUMENT
ERWM = EXISTING RIGHT-OF-WAY MONUMENT
MNS = MAC NAIL SET
IPS = IRON PIPE SET
ISS = IRON STAKE SET
2
SSS = SURVEY SPIKE SET
AG = TOP ABOVE GROUND SURFACE
2:
BG = TOP BELOW GROUND SURFACE
R/W =RIGHT-OF-WAY
q = CENTERLINE
t = PROPERTY LINE
EOP EDGE OF PAVEMENT
SS -- SANITARY SEWER
W - WATV-RLINE
GV GATE VALVE
TBM -- TEMPORARY BENCH MARK
CONIC. -- CONCRETE
WM -- WATER METER
PP POWER POLE MX TELEPHONE BOX
0
\ I
SD STROM DRAIN PIPE UM- TRAFFIC SIGNAL BOX
O C&G --, CURB AND GUTTER TL - TRAFFIC LIGHT POLE
i F/0 --- FIBER OPTIC LINE
\ WV -- IRRIGATION WATER VALVE
OHP - OVERHEAD POWER LINE
C!� \
{ CNI \ NOTE-
oo, 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 ZONE'S CROSSING THIS
PROPERTY ARE AE(10). AE(12), VE(14) AND ARE SHOWN
All.
,f
ON THIS MAP.
I I All, MQTTS CREEK
I � � RONAi.D GRAY MILLER, 5R. '' 2) NO N.C. GRID MONUMENTS EXIST WITHIN 2000' OF THIS SITE.
LLr ,ilt,
® DEED BOOK 3043, PAGE 054 lr• _ 3) CONTOUR LINES SHOWN HEREON AFE TAKEN FR M A
I� 1 �
I " EIP v0� $ O
' " BG alr• tlr SURVEY BY OTHERS. THESE CONTTOUR LINES WERE NOT
SURVEYED BY JOHNNY J. WILLIAMS LAND SURVEYING
(ti
4) BEARINGS AND DISTANCES IN PARENTHESES REPRESENT
ail. III, �� _ �! DEEDED DIMENSIONS PER RECORD TITLE. THESE
404 WETLANDS LINE Al.
{, i,. ,,,, BEARINGS AND DISTANCES ARE NOT FROM AN ACTUAL I
AS DELINEATED ON Ak
ocAnoN is W SURVEY.
� s�y'�3o 1s�s�)L 9/21 /06 .dam. ,. e �
SS ' / l)� alr'' 3 alr, aff 5) EIOUNDAR,r INFORMATION SHOWN HEREON WAS TAKEN FROM A PORTION
It.
OF AN ALTA SURVEY BY JOHNNY J. WILLIAMS DATED OCTOBER 2006.
a Z°� (S 32Or4` alr. 1 �.,Ir,
ss _AE BEARINGS AND DISTANCES FROINI 503-506 ARE
6) WE
POINTS AS SHOWN HEREON .'ERE DELINEATED Y e �
- °�• _ _ �,r As 12 ALONG THE APPROXIMATE RUN OF MOTTS CREEK -B _CWIP 3A-KSON
•,Ir � , r - - , -- � z AS TAKEN FROM PREVIOUS SURVEYS BY O
1,, 9 AND LOCATED WITH A TT�9MDLE'A'THFINDI R PRO GPS MAPPING GRADE UNIT
F
SS OTHERS.
a all.THIS RUN HAS .NOT'BEEN SUR�/EYED ®Y JOHNNY
a at.
I -_ J.
A', _ It, MS LAND SURVEYING
J WILLIAMS
4.49 ACRES WEST OF
` ai�1TY , ' W .; _ •• Y° ,=t , { y ���• MEAN HIGH WATER MARK, /
9 - /- -`
..ANCE.:.... . .
t
-
�F alt.
�,a � �� 7:6 ;, , :.P a.• •: •. .`:' ..,.•.= ,: .. ,.•. �� rs?o '� `` // \afr, � ak, alr.
_ .'h ti '�A1L'�' iATi, lN�., `•�'�sEND
RM LY THIRD TRACT W I , r, �U all,
FOQ
/ / l
tlt, i�tZrnyrLH
� IGH WATER MARK AS
.. N �' . ':.DEEp 1900K• 951 ' PAGE'•�g®QC • • : ," •• O i \ �&, .�. ... y1/•� _ -
Ci PP ti DELINEATED BY JIMGREGSON
IN APRIL 2006
i,, d1. I,,
>
A •w ; f +ti . f ' 5rogr ! ASPHALT a �
i' ' Y • e' '•� METAL BUILDING /
NAILLa
I i •: r. ' S ' L /�� � n, '-r O u� / REFERE � CE W MOTTS111.
Ill. - -
,
a coNc. r 5toR1 cQlcgv ,SHED �o�°� +��
e PADS METAL 9WILDING
Ar CREEK
4 .�
?qT $' ;' .':;•" :_ ! roRr % �y�ry•. % f•. �Qv I � o �\ `t al,, all, FORMERLY THIRD TRACT DEED 1300K 951, PAGE 895
W �a ! a} y� ;,• 6!!lLDING p / a' oJOp�y e P .v.- �• - ` ` 0 WETLANDS = 0 25 ACRES , GE 570
, / ��ry e° O f ' �y o q`4 M .�: ,, 4 ' aac atr, AREA F - Ir N 49'17` W DEED 1900K 2424 PA
j I r / 58'49'
sS g '�''•� ... qe a •o `ry ' ti� '`'�••:�• c� • • , - Y��'V; � alr, 1,i�• � � PORTION OF WATER OF THE STATE OF
•:. .•-•':':,•• .' �e,3=� • ' • , ab,� N.C. LABELED HEREIN AS LAKE WHICH
:� �a .., �•. , , f�'� �a� �. Imo. 'kit, 1f• L PROPERTY , EAST OF THE HIGH
a� o • /^° // r'` cF' a s,� - 13.a 1 WATER MARK SHOWN HER
All, / EON
1 � • : j . r 1 :!•:. - :l 'w � SEV! C/0 �� ���,� 4 MONITOR�- � Ilt, aSr, I
`` AI, 5.30' .11,. SSS IN C N"C.S.R. 1417
5$ 6•' CHAIN 11NK'` i• �O•. T 1 (Typ•j tA,ll 6.95' AND IN CENTER OF BRIDGE
i sactlRlti• FQacE .! • `• • +' / ' , �� N ` a :''' % ® `v 1-.,h t {!, afr, LIi/.tll, 5; 8" ISS
SS so 2- C/0 + : }• �' ASPHALT. OAK
•g Brsck 0 29' X 21' S Tr1tY. , aG. Ir _
�• • „: Pata R SEWER EASEMENT`'•
M1 !, POOL BURIED F/0 GEED BOOK 921. PAGE 935 • °A
TOP - 11.02 • , COPPER b'
/
CABLE hJ /
INV. -0.98 5 • • • ,. .•, '.
• ` ;g , •n• ,�o GRASScv
ISS
I • ,
• • • "�7 ' p + m •. �fa� a/�7 GRASS J �m
•• • • »GF.: ,. •i- 0'4 h r•• y j� APPROX , •I
! sroRr tACAnoN uc BAILEY ASSOCIATES INC.
1 • BRrcx `wag / CONK FILLER , DEED BO K 2424, PAGE 570 h .3
1 F` ,
• :RAC • /BUILDING Qv , e CAp • . ,
a
�: �� G SSL D AREA 1. s '
% o , , , 7 .. • • - � Q�� r . PP_W/iBM :. v / PARTIALBOUNDARY SURVEY
• +• •,•, � •► •• z� ASPHALT -
AND WETLANDS ASPHALT OAK
yl•�` �,Mp ��o �� n� LAND FOR:
OAK
528 B "cs '4Rk�,yo`�
TOP a 11.29 TOP 10.93' TOP = 7.59 Fpp ASS • STO Y ` t A4.1ZAT /°
NV. w 8.44 INV. _ -1.07- $ ti S INV. 5.35 07 sER e<Q0k `` Ems."
TRAFFIC CATCH 7 of �• GRASS AREA / I4-E I I j2" GIP 8Ul ��NG ' \ \ ST ti*^"' pppp'
N 4 -
SIGNAL BOX BASIN �• A� / A E� " 0 0• C • ~ Up�E � ASPHALT SIGN MN I 7 y� i / +
TRAFFIC /CATCH NON i% ® 5'4' W 1 ? 7 .^-; e. 1 (N %'07'48' W 157.47' • ERR �a _j R 'y NDIVIDUAL. TRACT AT THE {NTEi\`TECTIl1lN OF IU.4�.S.R. 1417
BASIN 41 42' " _ - C&G
5.
z
SIGNAL POST _ ° N59'4r6 W 5/a ISS N 57'0036 W 154. 7 O N42 9' CO.1 �'® USU7Y WATER 4. ERR" Pi5o�a936 W�' 157.59° POINT OF
1 `� (SUMMER REST ROAD), U. S. HIGHWAY NO, 74 AND
(501-206) 2 BG _ _ _ V -v N 4Z • S` K'iP -� METER' 3,. • zrJ7"�1 71 j}.30) HP�C BEGINNING a C. q
PHONE-- �, APPROXIMATE LOCATION 8• PYC WATER MAIN 2.23 5y tj V i N563 '30" W 00.03' 1 1 /2" EIP '�O STOP • �°" 5° R ° 1415 (CANAL DRIVE )
BOX CROSS ALK TRAFFIC 68'1044 W p--k 9HP--- -- --
^TRAFFIC SIGNAL POST fi. - • ,c VAL SIGN
CITY OF WILMINGTON
VE
STD: G&G - SIDE ALK
SS
CURB TOP c 12-86 CURB TOP - 12.36 UTILITY
INLET INV. = 7.80 INLET INV. 8.46 Sj POLE
TRAFFIC ji TRAFFIC
SIGNALS SS SIGNALS
1 ly
ss /J
REVISED: 05/26/10 - ADDED WETLANDS SYMBOLS - BGT
HARNETT TOWNSHIP, NEB' HANCVER COUNTY, N.C.
4L BO 1"
- D--- a HOSPITAL GAS 1�,
Bill ITY CURB �� �r ray ry D r, ,/ T NLRCURB MANHOLE PHONESIGN LINE ,¢ 7$ 95j 2" W sIDEWAL�
- PAINTED CURB TOP - 10.91 POLE INLET t!. �.7. rld d f ii i' .tSl t 40' 20' 0' p
40" t30
,� (id 785412 Wl D�ir MAY 1,0{1S v= s A;,: �,,,;t
STOP BARS INLET MY. s 7.61 \ l
�- SIGNAL BOXES TOP - 9.10 TOP 9.83 11
TOP - 10.60 SECURITY lAL BO PHONE INV. _+ 6.i0 INV. 8.25 ,v, 3.95° CJCr 1LE: 1 " = i Qe 3 a,'rT,,
-- T 1 I -
CURB
INV. m 6.66 LIGHT PEDESTAL
OP e D.26 INLET
INV. -4.56 TOP=9.27 �ry�a �p
INV. 6.09 °.dB�
�Lld�dV al, ;V1Z ff,5 L4,10 AFt ,r6Vff 1d74�'9 C MNS INJ, INTERSECTION
P.O. .O. BOX
775, BEJLAVILLE t N.C. 28518
PROECT: BABIES HOSPITALPHONE: FAX* 910 29�2310Fll.NA_MG ETAbS1D07
w
rD3 FILE: BABIES406 EMAIL : JWILLIAMS @ JWSURVEY.COM

'I
1
j EXISTING
FLYNN EDWIN H , DRIVEWAY\
R05714-001-009-000
BK: 1079 PG: 265 0
ZONING: R-20 s V' SWE a GUM
}S ,` USE: RESIDENTIAL / DRIP LI =10,
1 �
PINE
p LINE=57' / ra
"'. EXISTING !r
F & S INVESTMENTS DRIVEWAY /
R05714-001-008-000
{ BK: 1498 PG: 1597
ZONING: R-20 / 7" MAO ,
USE: COMMERCIAL %. DRIP
7 Q TER
D E� LIiUE=(1��
r
'
F & S INVESTMENTS
R05714-001-008-001
'* BK: 1381 PG:1630 s
ZONING: CB ° /I
''•. USE: COMMERCIAL f,� ' / `
QYr t j
Y \
S / p! ph
\ BROOKS LAUREL BOWDEN ETAA q s / fir! I BLDG. AA
i R05714-001-007-000 .,an, BLDG. H 1i BLDG. _
TOP 10.26
INV 6.31
INV 5.74
INV 3.94
24" PINE 1 1! 1' �, ,00
DRIP LINE=42'
i9----------
WATER OAK • I ,' !' +f
I
DRIP LINE=36
BLDG. Af , �. re • , /, ` sr !! ;'
!(o
/
11 r r \ r r r /• ,r rr
r
L 1 `! ��i / FrM,&LER RONALD GARY ANNETTE
AWEIDTamw
MILeIs6R SR. ! }` !� if r� R05714
DRIP-002-001-000
dCE� ! •' / i .' !� �� BK: 924 PG: 569
SO „
'9k: 3043 �G: 054
/ _ .� /' ' / ZONING: R-20 I
ZONaK1G: R-15 USE: RESIDENTIAL
LfS1= RESIDENTIAL, '
rlf ,<b / 0
PINE
DRIP LINE=47
48 qNy 0.11
BLDG. D .�24" INV 1V5 YPRESS \
o®. bRIP L: NE=20' • '
15 INV -0.69 \ ....., _ • • a-\ �I
i
—8CYPRESS • t;
j �1 } f r\__ - '6 �i • ° DRIP LINE=111' • • }t
� . ■ Rou 8" WEET GU • • 1 -- 5 . OAK • • 1
I P
"�� j-� , °�"ro '`. _• — - �- : �' • a DRIP LINE
�50' • t\
"8 EE�T GUM'-- _ • ° • • • l° V - —
�• "• i
Sn n rid ` •` (TRIP 1 INF=1T s.� \� 1/i `-'- • 13" OAK
DRIP LINE=60.5'
, � OAKi�...:
s /' ., ./ / / / , t E
24 „ LAUREL OAK / r= / Cy / 11" RED CEDAR
�® DRIP LINE=64' �. \ - cis b� DRIP LINE=30.5'
RED CEDAR
✓'�' ` �` • • �" \ DRIP LINE=i7'
/ r ® 12" LORLOLLY PINE
EXISTING ti� yam/
_ \
DRIVEWAY `� DRIP LINE=30'
j '` i✓ �! 44" LIME OAK \ ' 13" LIVE OAK
' .d" P 7 ' \ DRIP LINE-23'
25" DARLINGTON OAK
/
DRIP LINE=65'////
'�'..W
EXISTING
DRIVEWAY
EXISTING
ALFORD CLARENCE
R05714-008-012-000 DRIVEWAYIs.
\'
BK: 567 PG: 50
ZONING: CB
USE: COMMERCIAL '
ERNON CHARLES R ETAL
m c R05714-008-010-000 f :.i \ \ \ ,• BAILEY & ASSOCIATES
,f BK: 1699 PG: 1056 ° • ® R05714-004-012-000
BK:5031 PG:1350
ZONING: CB
�® USE: RESIDENTIAL ZONING: R-20
!' USE: N/A
VICINIW MAP NOT TO SCALE
I
SITE
WRIGHTSVILLE AVE.
�v
WILMINGTON � LAND DESIGNN �
e
PLANNING + LANDSCAPE ARCHITECTUPE I
WRIGHTSVILLE
} Q ! 5725 Oleander Dr., Suite A7
!, BEACH 392.4355
Wilmington, NC 28403 910.{
j0 5 201
SITE DATADCM _
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.)
CAMA LAND CLASSIFICATION y CONSERVATION INTRAI ®ASTL
EXISTING IMPERVIOUS AREA ! ENGINEERING, PLLU
BUILDINGS 1 28,641 SF
91
BUILDINGS REMOVED -7,820 SF Wilmington,Nnc.tnPoint Road 5
lh Carolina 28409
Phone: [phone]
ASPHALT PAVING I 49,305 SF Email: C,arlie@i ttneo-tal nSi-, -9--
GRAVEL PAVING 21,247 SF
CONCRETE PAVING 5,506 SF
BRICK PAVING 1,387SFTOTAL \���It111ttt��r,
TOTAL (BEFRE AFTER R MO VA LL} 98,267 SF (106,087 SF50. %) ���` ` . �� ®'X "
EXISTING BLDGS. AREA _ SEA
A } 62 SF = '=
B I 1,641 SF - 0
_=
C 151SF r�-=
E 48 SF
F 248 SF s
G 240 SF �(d•t�����\�
H 78 SF \
1 41 SF
J 2,442.SF
K 125 SF
L 7,570 SF
M 264 SF
N jl 268 SF Revisions
O 1,338 SF -
P 1 1, 7 8 1. 5/2/10: CHANGES FOR DECEMBER 3, 2009
Q 624 SF TRC COMMENTS.
R 3,034 SF 2. 6/17/10: CHANGES FOR CFPUA WATER
S 123 SF APPLICATION.
T 275 SF 3. 8/17/10 WATERLINE CROSSINGS
U 72 SF 4, 9/15/10 CITY COMMENTS PER JAMESON.
2,012 SF 5, 10/13/10 ADDED CAMA UPLAND MAP.
X (DEMOLISHED) li 7,820 SF 6. '11/16/10 CAMA COMMENTS.
TOTAL LOT COVERAGE 28,641 SF (14.6%) 7. 12/2/10 CAMA, COMMENTS.
LOT COVERAGE DUE TO
BUILDING REMOVAL ! 20,821 SF (10.6°l0)
t
1
LU T_
LOIt W
cq
0 MCI
0-0
06 0>T
I
1
i
l
z
., 9 s ■
GENERAL NOTES � �®,i7 k
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. CONNTOURS 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 SCOTTS TREEESCAPE .
3. PROPERTY LINES FOR PARCELS'iON 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
Y ZONING OVERLAY DISTRICTS. '
4. 404 WETLANDS PER USACE AID# SAW-2007-01810.
5^ 100- YEAR FLOOD ZONES ARE IN ON PLAN (FEM MAP PANEL 3720315700J).
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. Uj
10. SITE DOES NOT CONTAIN ANY P ,#OTECTED SPECIES OR HABITATS.
i
;
W
SYMBOL LEGEND 1 �
W D kc=R SERVICE
5S REFERTO UTILITY
PLAN FOR SIZES --
® CLEAN OUT (SHEET C-1) 0 _j
SD STORM DRAINAGE
OHP OVERHEAD POWERLINE Lij
POj;,VER POLE
1< T
FIRE HYDRANT
j I cc
0 03AK EXISTING TREE .j 0
ASP,-IALT PAVING U)
z
i
u BRICK PAVING LjLJ P _
T_
. `. � Z
CONCRETE PAVING W ---
y -3W LOA
Y GRAVEL PAVING
i
Date: 5/11 /09
Phase: IID
Job Number: 300-001
60 0
3'
Im
Designed by: jWn,
Drawn by: rar1WL
Checked by: 11WN1
Sheep Title:
SITE INVENTORY k`
EXISTING CONDITIONS
Sheet Number

i,
I I�
1 I1
f � f
INFILTRAT90€V BA 'N',6-
! / , �i
\ «`G \ 7 _
\ /j \\ � !! '1 I' , 1\ !l fl r i � -' a/� �jei -. -s '.---t � `• • a ° • a :' • ` • • o e ° ° ° 1t 11 1,
!` // /! t.',",or •"\' \ /a \\ -L- \` \` Z��,---\\ /\ cpG.y� mot. \ �• '
x
>< x
co
BUILDING A \11 O \ \ 1t F'A} t1 I
48 RESIDENTIAL UNITS \\\ t / tt J. • 2 ! +++
(1100-1500 SF/EA.)
!' +++++++ I �, r .\ x x \\ 62 PARKING SPACES UNDER
! \ / + " �x I A \\ 3 STORIES / 45' HEIGHT 11 Uj
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WILMINGTON ` LAND DESIGN
1 PLANNING + LANDSCAPE ARCHITECTURE
o' WRIGHTSVILLE
5725 Oleander Dr., Suite A? �
4u BEACHWilmington, NC 28403 910.392.4355
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 11
TOTAL PROJECT AREA 195,965 SF (4.50 AC,)
WETLAND AREA 10,974115 (0.25 AC.) 3
CAMA LAND CLASS. CONSERVATION
BUILDINGS PROPOSED 3
LIMITS OF DISTURBANCE 4.48 AC.
BUILDING A
FLOORS 2-4 16 RES. UNITS (2-3 BR) PER FLOOR, +/-21,000 SF PER FLOOR
TCOfATAL
TOTAL HEATED SQ. FT. +/-67,600 SF ENGINEERING, F 11�
HEIGHT 45' (3 FLOORS + PARKING GROUND FLOOR)
BUILDING B 91 P.11- Po1m Road
FLOORS 2-4 10 RES. UNITS (2-3 BR) PER FLOOR, +/-14,000 SF PER FLOOR " ";"61°" °`a,ca.�1;� 29409
r1 Phn : 910.409.3567
TOTAL HEATED SQ. FT. --/- 42,000 SF -mail: CharlicCin acoastalen�i„ceriub.c: m
HEIGHT 45' (3 FLOORS + PARKING GROUND FLOOR)
BUILDING C
FLOOR 1 15,750 SF RETAIL
FLOOR 2 13,200 SF OFFICE
FLOORS 3-4 12 RES. UNITS (2 BR) PER FLOOR, 13,200 SF PER FLOOR
TOTAL HEATED SQ. FT. 55,3501 SF F `
HEIGHT 45` (4 FLOORS) _ S E A
s \'•
TOTAL COMMERCIAL SPACE PROP, 15,750 SF (HEATED) _ " '
TOTAL OFFICE SPACE PROPOSED 13,200 SF (HEATED)
TOTAL RESIDENTIAL UNITS PROP. 103 UNITS (+/-242 BEDROOMS TOTAL)y
TOTAL BLDG SQ. FT. PROPOSED +J- 164,950 (HEATED)
RESIDENTIAL DENSITY PROPOSED 18.1 UN./AC.
EXISTING IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA r
BUILDINGS 57,050SF�
PARKING J DRIVEWAYS 26,036 SF `
WALKWAYS / MULTI -USE PATH 12,681 SF
10 E PERVIOUS PAVERS 10,499 SF 117,499 SF @ 60% IMP.)
TEE TOTAL 106,266 SF (54.2%) Revisions
BULK REQUIREMENTS: O&& (SEC. 1�3-190) 1. 6/2/10: CHANGES FOR DECEMBER 3, 2009
DE REQUIRED PROVIDED
MIN LOT AREA ' 15,000 SF 195,965 SF ( ) 4.50 AC. 2. /16/1 COMMENTS.
7/10: CHANGES FOR CFPUA WATER
MIN LOT WIDTH 80` +/- 630' APPLICATION.
MIN FRONT SETBACK 20' 20' Z\ 1
MIN REAR SETBACK * 25' 115 3. 8/17/10 WATERLINE CROSSINGS
MIN SIDE SETBACK I 20' 35' ** 4. 9/15/1.0 CITY COMMENTS PER JAMESON
MIN SIDE CORNER SETBACK 20' 91, 5. 10/13/10 ADDED CAMA UPLAND MAP,
MAX BUILDING HEIGHT 45' 45' 6. 11/16/10 CAMA COMMENTS l
MAX LOT COVERAGE 40°ro 58,190 SF (29.69%)
ABUTTING RESIDENTIAL, ADDITIONAL SETBACK MUST BE PROVIDED AT A 1:1 RATIO FOR
EVERY FOOT OF INCREASED HEIGHT ABOVE 20'.
** SETBACK FOR STRUCTURES MAY; BE DECREASED' IF BASE WIDTH OF BUFFER YARD IS
INCREASED BY THE SAME AMOUNT. (SEC. 16-500)
PARKING REQUIREMENTS (SEC. 118-533) `I
1 REQUIRED PROVIDED
RESIDENTIAL (1/UNIT) * 103 SPACES (257 MAX @2.5/UN.) 117
GENERAL RETAIL (15,750 @1/400 SF) 40 SPACES (78 MAX 91 /200 SF) 45
PROF. OFFICE (13,200 01 /300 SF) i 44 SPACES (66 MAX @1 /200 SF) 45
TOTAL (INCLUDING HC) I 187 SPACES (401 MAX) 207
HANDICAP PARKING 7 SPACES 8Vj
BICYCLE PARKING j 14 SPACES 16 (4/BLDG.)Lo
-
*RESIDENTIAL MULTI -FAMILY PARKING REQUIREMENTS PER SEC. 18-259 -APPLICABLE TO �
MIXED USE DEVELOPMENT IN O&l DISTRICTS
WATER/SEWER USAGE CURRENT PROPOSED
SEWER SERVICE O GPD 40,554 GPD
WATER SERVICE 0 GPD 40,554 GPD N CO
LANDSCAPE REQUIREMENTS REQUIRED PROVIDED & � }
INTERIOR PARKING LANDSCAPE (1,2% OF 36,535) 4,384 8,595 r=;
FOUNDATION PLANTINGS 40 BUIUDING FACE
BUILDING A (275 LF) 1,320 1,671 .,
BUILDING B (50 LF) 240 291
BUILDING C (224 LF) j 1,075.2 2,049
*PLANTINGS TO BE VERIFIED ON LJANDSCAPE PLANS _j +,
ON
75' AEC SETBACK IMPERVIOUS JLCS (29.99% MAX.)
44,905 SF TOTAL AREA 10,293 SF OF IMPERVIOUS 22.9% TOTAL Fes' A
GENERAL_ NOTESi
1. PROPERTY LINES, EXISTING TREES, CONTOURS, UTILITIES, FLOOD LINE AND
WETLAND INFORMATION TAKEN FROM A SURVEY PROVIDED BY JOHNNY J.
WILLIAMS LAND SURVEYIN6, PC, DATED MAY 12, 2006. CONTOURS INTERSECT
EXISTING BUILDINGS AS SHOWN ON SITE INVENTORY PLAN.
2. NORMAL HIGH WATER LINE IS PROPERTY LINE.
3. TREE IDENTIFICATION PROiADED BY SCOTT MCGHEE OF "SCOTT'S TREESCAPE".
4, PROPERTY LINES
FOR
BASED ON NEW HANOVER COUNTY G€S IDATA.VILLE AVE.
AND CANALST. ARE
5. 404 WETLAND LINES PER USACE AID# SAW-2007-01810
6. MEAN HIGH WATER MARK AS DELINEATED BY JIM GREGSON IN APRIL 2006.
REVERIFIED BY ROB MAIRS 10-22-2010.
7. 100-YEAR FLOOD ZONES ACRE INDICATED ON PLAN (FEMA MAP PANEL
3720315700J) . I Fl
8. EXISTING UTILITIES OWNED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
9. ALL UTILITIES SHALL BE UI IDERGROUND.
10. DUMPSTER ENCLOSURE IS INDICATED 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 MATS GILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
14. THREE EXISTING DRIVEWAYS ARE TO:BE CLOSED; MOVED, OR MODIFIED.
15. HEATING / AIR EQUIPMENT, ELECTRICAL PANELS, OR SIMILAR DEVICES WILL BE `
LOCATED WITHIN THE BUILDING FOOTPRINTS.
16. FULL LANDSCAPE BUFFERS, PARKING LOT LANDSCAPING, AND STREET YARD ccLANDSCAPING WILL BE PROVIDED.
17. PARKING LOT PAVING TO BE 50% PERVIOUS MATERIAL AS SHOWN, MEETING LJ..{
CITY LOAD -BEARING STANDARDS, SUB -BASE MUST PROVIDE ADEQUATE
CAPACITYTO ABSORB INFILTRATING STORMWATER. PERVIOUS PAVING MUST
BE MAINTAINED IN PERPE'''UITY; MAINTENANCE REQUIREMENTS SHALL BE
INCLUDED IN H.O.A. DOG VIENTS,
18• CONTRACTOR SHALL MAI JTAIN ALL-WEATHER ACCESS FOR EMERGENCY D
VEHICLES AT ALL TIMES DURING CONSTRUCTION,
19. NO EQUIPMENT IS ALLOWw:D ON SITE UNTIL ALL TREE PROTECTION FENCING
'
E AND SILT FENCING IS INSTALLEd AND APPROVED:. -..PRO T ccTtVE FE�1CiN� [S To -z -.
BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND
CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE ®' .�
PROTECTION METHODS. N 0
20. STOP SIGNS AND STREET,'SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION. `
21. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE
ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND
METHODS.
22. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE 4:
PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT
CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF
MATERIALS WILL OCCUR IN THOSE AREAS.
23. WATER AND SEWER SERVICE SHALL MEET CFPUA DETAILS AND W I "
SPECIFICATIONS. 1 ater>`
24. REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN _j
ANY REQUIRED BUFFERS'ARE REQUIRED TO BE RETAINED.
25. CONTACT KAREN DIXON AT 371-7888 TO DISCUSS STREET LIGHTING OPTIONS.
26. ANY GROUND LEVEL MECHANICAL EQUIPMENT TO BE SCREENED AS n
NECESSARY,
27. ANY IRRIGATION SYSTEM WILL BE EQUIPPED WITH A RAIN SENSOR.
28. SITE WILL BE ENGINEERED TO MEET EXCEPTIONAL DESIGN CRITERIA FOR LU T
EXCEEDING ALLOWED RESIDENTIAL DENSITY IN A CAMA CONSERVATION AREA.
29. UNDERGROUND FIRE LINE(S) MUST BE PERMITTED AND INSPECTED BY THE
! WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE
BUILDING. CONTACT THE WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE "
AND LIFE SAFETY AT 910.343.0696.
30. CONTACT THE NORTH CA'ROLINA ONE CALL CENTER PRIOR TO ANY DIGGING W
(1.800.632.4949). 1 ,
31. PROJECT SHALL COMPLY, WITH CFPUA CROSS CONNECTION CONTROL
REQUIREMENTS, WATERjMETER(S) CANNOT BE RELEASED UNTIL ALL 0 _3
REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR FINAL APPROVAL.
CALL 343.3910 FOR INFORMATION.
32. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE SHALL APPLY IN �.
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE
(RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE I
WATER METER BOX. 1.
33. ANY IRRIGATION SYSTEM, SUPPLIED BY CFPUA WATER SHALL COMPLY WITH Date:5/I1,`09 CFPUA CROSS CONNECTION CONTROL REGULATIONS. CALL 343.3910 FOR
INFORMATION,
34. ANY IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR. Phase: PD
35. ANY BACKFLOW PREVENTION DEVICES REQUIRED WILL NEED TO BE ON THE
LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
36. CONTRACTOR TO FIELDVERIFY EXISTING WATER AND SEWER SERVICE Job Number: 300-001
LOCATIONS, SIZES, AND MATERIALS PRIOR TO CONSTRUCTION. ENGINEER TO
BE NOTIFIED OF ANY CONFLICTS.
37, ALL DUMPSTERS TO BE I!OCATED WITHIN BUILDING.
38. NO EQUIPMENT TO BE ALLOWED ON SITE UNTIL ALL TREE PROTECTION Designed by: ^DIG
FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED (18-483)
39. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS
ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. Drawn by: DNU a
40. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE
TO MEET MUTCD STANDARDS.
41. NO LAND DISTURBANCEINCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE Checked by: CDO
THE: LIMIT S OF DISTURBANCE SHOWN ON PLANS. �
42. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY
VEHICLES AT ALL TIMES DURING CONSTRUCTION.
Sheep Title: ,
I
CAMA UPLAND I
DEVELOPMENT.-....