20061327 Ver 1_Site Plan_20070315

A _ _ _ _ . _ .,w,. . ~ _ , _ . , _ . ~~..~w. .._M.~.~...._ ,~...;....w.
i
WOOD MAND RAIL

f ~ .
VARIES AS gIRECTEq BY ENGINEER '6' MAX.
.r_. r4 EL - 11.0 TOP STRANq MIN. i O GUAGE as ~
~ r7 ~ . , ..r....... STAY WIRES MIN. X12--1/2 GUAG . I zW
f;. ::;,:..r ;emu,,., :.rr..., t ~ ~ ~ A f' A
.M• ~ w,,.,.. ~ c, _ ~
. ~ ~ ~ /i, r d i 3d i, r.. IT
~ i~ D Q . . . x.., Qi CA r .r BLE WI o o CABLE z ~
~x"8 pp,S~' , r ~ 1 , ~ c .r n D r. ?1
00
m. n ~ a r 0 u. if Q r 7 \ y\ A/~ N \ V \ / BgTTgM STRANq MIN. #,a GUAGE /
~ ' 1/+4.r 3 N .4 , r. , ~r ; D o N \ / \ \ \ / /
r~ , ~ r Y ,.r ;~r.,~:;;;~ , ~IIx6" PLANKS r 1 \ ~ ~ / / ' SECTION
1 ' ANCH( \ / \ / ANCHOR / \
' , , 17 I1 77 77 7 77 ~ 8x8 . ~ ~ ~ x8 TIMDER UNIT ~ 3 --6 OC 17 Il / i \ 8x8 TIMBER
. c~~ UNIT ~ o / \ UNIT CONTINUOUS / STEEL OR WOOq POST \ -ION
o~ ~ do * r c+~ Q NOT TO SCALE
' ~ ~ °n ° D , , r . arapp Q F1 R FABRIC LTE
, , ' ~ NOTE. ~~~'I~lu: A D T NOTE: TI R
. , a ALL IM EL =VARIES ~ FOR GR ALL MBE TREATED 0 FOR GROUND CON'CACT NOTES: GROUND LINE i
'r ~ " ~ 1. WIRE 5HALL BE A MINIMUM OF 32" IN F1LL SLOP N
SEE PLANS ~ \ \ ~ / t / / 77 ~ ~ yt i. i 't u ' ' r ti , ~ J . WIgTH ANq SHALL11 HAVE A MINIMUM OF 6 I I WIRES W 12 STAY SPACING " /
^ R L NE / N / ANCHO 6 1, 1: \ ' x 2. FILTER FABRIC SHALL BE A MINIMUM OF /\j a 8 TIMBER MI . / r
~ +r ( 36 IN WIDTH ANq SHALL BE FASTENED UNIT CONTINUOUS \ \ ADEQUATELY TO THE WIRE AS glREGTEq ~
f ~r.. ~I A8L cn BY THE ENGINEER / / / / / ABLE o \ \ \ \ \
, . 1 3. STEEL POSS SHALL BE „ O IN HEIGHT o= / / / / / I /
• A OF S LF ASTENER AN \ ~ ~ \ \ ND BE E F GLE iwN \ " / / / / / ~ w / ~ / / / STEEL TYPE _ /
. ' I \ o o / 4. WOOq POSTS SHALL BE A MINIMUM OF 6
r . G~AO~ ...u::: .:w.ii..... -7+ ' ~ .r..:;: 'rrJ' ,;krr >,i~'.,' I d.4.a...+Mr' wM» i ,i+1%~ .'!~.i~ . may' . 3 \ iN HEIGHT AND 3 qR MgRE IN gIAMETER \ \ /
' :i.~..i.M: +.•..+s... •~~+M, •r-•+~» :.Mw::. iw.: alfiir.:.~ swlrr..w4t+a ' r i + . , Y. WIRE FABRIG 5HALL BE FAST NED Tq WOODEN / POST WITH NOT LESS THAN 9 WIRE STAPLES \
ew+~...+,r..w .wN. ! wsr 1+~ .wow .r. " .~.*ro~ '+rM~'+?M' r+"!Y"s '+>•'Mw'wiM ""w 'rhll ! I f 1" " ' r 1-1/2" LONG / \ \ \
NOt t0 SCtIIB ANGHOR FILTER FABRIC SKIRT
• ~ Y~1~F~A4:~ AS DIRECTED BY THE ENGINEER
~ ,
NOT TO SGALE
N ~ N
Tp C . N SALE R
ti NTINUOUS
© CONCRF"1E COPING R N ING
4 ' 7 '
G ~p~ V' Q 0 Q~
J Q ~t' R 1 N 'v N 2 =-O MIN. AN
} + ~ ,'~r • M 'tw r~,
8' MIN. TQP LENGTH , 1.;3 *•r •7 4, ~ ~ 4 C
A ~ A ALI. SIa
.~M+ R ',=c. Ef' ' OUTLET PIPS ~,t" ~ , MIRAFI 140N OR
7 ~ ~ MAX, 6 APPROVED EQUIVALENT OVERLAP AT TOP 6"
1800 CU F?/ ACRE ry' ;A , ~ f .r; ' PI1""G
u ~Y r, . 4 #57 WASHED STONE
~ I ~4 CQARSE R .,i~ x _ tl } ,
AGGREGATE , tit , r, ' OUTIMET PIPS
N ~o MIRAFI 140N OR
21" MIN. ~ EXTEND TRAlUNG 5 CTIQN OF UI APPROVED EQUIVALENT OVERLAP AT TOP 6"
DESIGN E RACK A5 REQ REQ SETTLED TQ TO ACHIEVE STAN CQNprfi4N5. N N 11 I! e: ~ P CLASS A CONC.
7 ~ MIN. L AN SAS ;LEAN SAND (DEPTH
m 1,5 T{~ AN WI T D pH kND WIDTH VARY)
NOT TQ. S~
5' MAX NOT TO SCALE
~ 2;1 ODE EMERGENCY HGT, SLQR'E BY-NABS 6 9~.qW St:T'1'LEp / CROWN OF TREE IS NEEDED FAR LEAF
ToN OF pAM ' I I .1 IpE / RQWTH Tq PRODUCE p%YGEN FILTER THE AIR= REDUCE wiND= SOFTEN NgI5E, ~ AND PROVIDE 8EAU11FUL APPFARANCE~
' SLgN ' O R C OWN WITH S NS G
' ,iLTER FABRIC TURAL 3 MIN. GRQ~JND
12 MIN, COVER
7 ' ~ 7,
ROCK USED FOR OUTLET TO BE A WELL-GRApEO OF STONE A d-5O SI7»E OF ' 4 OVERFLOW STRUCTURE gRiP~iNE / 1
9 INCHES (CLASS S EROSION CONTROL STONE) ~ IMUIVI STAN &I~E OF 14»{NCHES, ----~c15nNC TREE I / / / / / / MIRAFI 140N OR ~ / / / : y~,~ 7;
/ / / w VA / / iF,;,°:U APPROVED EQUI LENT ~ / /
/ OVERLAP AT TOP 6 n ~ 1,11 W
NOT TO #57 WASHED STONE .
RIM
~ t I DIAMETER VARIES HDPE OR
STRUCTURAL ROOTS EL. S.H.W.T APPROVED EQUIVALENT r•:~;:7 'E
DRIPLINE sTRUCTURAL ROOTS LOCATED + 2.0, <-; CORRUGATED PERFORATED PIPE FEEDER ROOTS NEAR BASE OF TRUNK ARE INSTALL WITH FILTER FABRIC.
FEEDER ROOTS ARE LOCA NEEDED TO GIVE SUPPORT TO M ENTIRE TREE. IF REMOVED, AT DRIPLINE OF TREE TR CANFA?L AND DAMAGE ~,ri,",.+,,a.~,•. a•Y,w AND PROVIDE TREE WITH PROPERTY.
3` MIN. STAKE a ~ . HEIGHT ABOVE PROTECT r GRADE MOISTURE AND NUTRIENTS. SEE NOTE 2 & NOTE 4
BARRIER CLEAN, SAND DEPTH SEE NOTE 1 & NOTE 4 WIDTH VARIES
u N.C.D.O.T. CLASS B RIP RAP TREE EROTECTION DURING CQbIcj-MWL= AND WIDTH VARY 1. DO NOT COMPACT SOIL BENEATH TREES, NO VEHICLE SHALT. BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS OF COMPACTION CJUSE WATER AND AIR NOT TO REACH THE R007S AND THE TREE TRENCH DRAIN DETAIL
! l ~\61 WILL DIE. THESE FEEDING ROOTS OCCUR WELL AWAY FROM THE BASE OF THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING SEE SHEET 4 FOR DIMENSIONS
~t I THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM NOT TO SCALE
OCCURING DURING CONSTRUCTION,
NOTE: TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A c 2, NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE, • DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
THE TIPS OF THE OUTERMOST BRANCHES. CONSTRUCTED. 3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
a FILTER LAYER ao NOT TO SCALE MEMOD OF T P TIO I QQNSIRUQTIQN
NOT TO SCALE
ROCK CHECK DAM
NOT TO SCALE
6 SEAL g DATE; NOV 05 SCALE M&C FluE NUMBpt
Olt 8 MCE PROJ. # 4001 J. 4005.0003 CG-501
9•, ASA HORIZONTAL DRAWING NUMBER
~Sr w V1&C1iETD WATERMARK LANDING DRAWN DESIGNED New Hanover County, NC RM 1" 60'
SEAL _ 243 North Front Street Street TnWMAC, LLC CHECKED RMC VERTICAL: 7
22574 Wilmington, North Carollnc h Carolina 28401 PROJ. MGR. ?R. RMCJ NA
, phone. [phone] I 5-1048 Fax: [phone] PO BOX 3234
B PCN RESU81tI1TAl 11/13/08 A 404 401 PERWIIINO 07/31/06 ~i~ • AA0002667 . EB0006691 WILMINGTON NC 28406 Iss1 GRADING AND EROSION CONTROL STATUS: KVISON
REV.NQ DESCRIPTIONS DA IN 970 T92-123
IONS www.mckimcreed.com STORMWATER DETAILS I SSU ED F am C ;IUED FOR PERMITTING ~
m.. X - - -

~ '
'
Line Type Classit'ication
~ ~i ~ s ~ -7AM - -
, UPLA ` J . ® 60' 60' 0 60' 120'
t~
. + t COASTAL SCALE: 1 "=60' (Horiz.)
COASTAL WETLAND LINE i ' e _ f WETLAND ~ ,
' 1..; - . _ LINE
~ ~ ~ r ` i~ . 1 ~ ~ r5 coD sETSACK zoNE ~ .
~ 303. r, S ~ .r
09'21 N , NORMAL HIGH
75 GODS ~ ~~fP ~ a - 404 WETLAND WATEn LINE , ~r ~ .
r„ ~ ~ ~ , y ~t,~ , . ~ ~:='~~r~= o l~ + ,.s` ~ ;
~ ~
NORMAL HIGH WATER LINE _ E ; ~ ; ,,,~-r-'""~~~~ ' ~ G' . r/- ; c.,--M- . o
"J -
~ ~y ti? ~ w~,. ~ ?REq"~p . ~r 404 WETLAND SALT MARSH ~ ~ ~ / . ~ ~ , ''~a,~~: ~
+ ~ ~
- ~ qV% ' ~ yj GJ°~° ~
DISTURBED WETLANDS . f ~ a . ~ . ~ 404 WETLAND u p LIMITS OF
4 y. ~ ~ ~ .,~r :.F, > DISTURBANCE
INAGE INLET & DRA r ~~Jo ~ ~ ~ COASTAL G
,s. , ; ~ o TRENGH SYSTEM ~ ~P WETLAND ~ ° 1P o S, LINE
9.5 v" 9.5 '~a -
BULI4HEAD '
X07 ~ ,
i\ - l' iF i ~ Ay' ~ ~ , n 2 GRA 1 ~ f' 1~L PARKING
SPACES x i6' C ASTAL ~ O
t~ i Mfr, - i ;I f 404 WETLAND ! i . I; , WETLAND i~ 0~'
r fi~ ~`j LINE ~'""',,.~pC G•--'"
, ; ~P w r
. ' ~ i It ~ j ~r ,r' i /
~ ~ ~ a. ~ l t+i 9.
1 ~ ® u
r ~ fyfF, ~ ~ ' o ~ ~r~i i., r .a 7 _ 10,p~ ~ ~ ..7 ~ . 00 /
~ j` , J ~ ! ~ _ ~ ,
''r / . ~ g. .~j%a Q r
/ ~J ~ ~ U , 2 GRAVEL
~ / ""w \ A0 PARKING SPACES / (gd X ?S')
(l ~ COASTAL rr fi ~ ~ ~ ~ ~ WETLAND 3 ~~r n 4 r' 1 PROPOSED 3ta ~ o/ rte/ •w
LINE NDRMAL NIGH ~ E ~ ~ ~ ~ ~ RCP (c~,ASS Iv) , l
~ ~ ~ ~ _ . ? 'E ~ EgUALiZATION PIPE U j .e
t I
i ~ ~ _ , 4 ~
l f r' F' 4Y' ~ ~ TA CAN 4` ~ r
, ~~r~ a Vii' y~' r ~
j 1 ' / N PRQPOSE~i ~6 ~
`~.J, RCP CLASS IV ~ ) 404 WETLAND
~ ~ I~ EQUAI.IZAT{Q `i 1 ~ N PIPE O ~ Q.~S~
, ~ , ' / ~ ;~r; r~r ~ ,
, 3 , ~ ~iF ~,i,, ll f v' ~ , i' r , / / w 2 GRi~,~Lf'^RKiNG
t ! ~ . ' l 1 i` r ~ir~. ~ ~ j1 SPACES <6'J `I uMITS ol" / }
J~ ~ I~ % ~ ~ ~ i~ e~ .DISTURBANCE t.5~
w, 7
$ ~ ,err k~, ~ . ~ / ` ~ ~ , a , TIMBER TREATEp fp 1, ~ BULKHEAD (EL. 11.Q' , ~ GRA! ~ ~ Jr'
~ i ~ . ~ PAR KI G 1 r
it ~ ° 1\ SPAC S ~ Enl'STING S,41t, ROAp ~ 1 t 1
~ ~ ~ ~ ~ ~ , . WETLAND y; ~ , ~ ~ LINE . r ~ l e 4 GRAVEL, p ~ ~ ~ ~ D ARKING ~ ,b~ Dijf•
~ , . SPACES g' ~ K 1~') ~ Qh
^Q
f ~ , r~ _;reR ~ L<~LKHEAp (EL. 11,0 ~ `
i 1 r"'^""'"-~r~?~/M~'"'
h~ ~ Q
~ ~ ~ s s,= ~ / - a~ 1
~ r~ h ,~~~6b ~M / /LIMIT OF r_ ~ !
+ ~ : ~ ~ + ~ DIST RBANCE l ~
..a, ~ r ~ ~ O t
i , : A +.I ~ ~4
? V.~ ~ / tn)
+ ,~{A / "I r
~ ,l ~ ~ j ~4 WE L D Q~ ' f ~ e- r ) nn
i ! ! ~ ~ ~ a ~ f .4 ~ r~~ r i~ ~ z~ ~ a
is r, ~ l ~ / ~ , 0 : A~\ ~w A w r o , ~ / 1 I j ~
~ r f ~ ~ ~ ~ ~ ~ ~ _ + ~ ~ 1 ~ ~ , ~ ~ ~ ~ I /
' i ~ ,4,~~ 'R` ~ ~ L.IMI1`S Q~' _IMI1`S Q~' ~I~ ~
/ ~ - A C r \ \ ~ ~ ~1' , ~ ; h ~ , r ISTURBANCE ~ 9, ~ ~ ~ TIMBER rREAT
ED l,,~,, I ~ ~ `~;,~i BGLKWEAD , ~ Q i (EL. 11.A'
1 ` ~ ~ ~ ~ ~ ~ ` I if , ;A ~ ? ! i. i ~
0 0 . ~ 11.0 0 f ~ f
~ I : , ~ . ~ i . ~ ~ , ,j m v" r ~ ~ . t i
1 v / ~ w~c~rn4n ~ 4 GRAVEL PARKING SPACES - ' 6 ( X 16
„ ~ `w' by ti(• , 16 I GRAVEL PARKING
J C~ SPA cES (s, x 16-) 1 r l i
404 WETLAND OY r ~ 2D
Ali r. Y~' 1 LIMITS OF i
Ufa i KI S RBANC ~"r - H. ! 11.0 i
'il .6~' E o,s/pp0yy.. 0 ~r
320 ;C mom ..w..,, LIMITS OF
OC awm o I 11 GRAVEL DISTURBANCE SPACES 9 PARKING ! , _ 7704 i (s x 16')
*Now e 0 swim "mm OC N..u.~.....,,.t _ "n.
- ! LUC N , LU . -7 "Nam C LOC GUC C) Igll~ "ib
emu! -M-----LOG ------LOG LOG
L ,OC 411 vA A/# SAA
a.. i 3.0- SF9.5A
L •w- 27+0 L~ EL • 110 4NA0110WAN EL w 100 1/0 FT. aunt m mm EL U.0' ....-i/r n. yr
wow a ~ - w 28+p 29+ .
i LUC W W ...u.--- Loc w w ~ t w
Cr) w S' QRAMTY SEWER yy 2- FORM MAIN a GRAVITY SEWER EXISTING GRADE
a ~ W &W nun urSr wh1Sx Mew LL 0 3'-8" oc Fl fnN LO LO W W U MATERIAL 8"x8' TIMBER UNIT O V-8' oc FILL
ti 0 _I L C LOG - - ° uMIr 24" LOG ~L..... -_j q W ONO" -..,.;.Lm LOC L 24Y ATERIAL WEIt.AND LIMIT
0 a 4 Q Gomm UNNO C.,..,,. , OG LOG L NEW SILT cE SECTION A _ FM ~-~-w OG LO ....,..J "Now SECTION A - A r NEW SILT FENCE NOT TO SCALE
r M w _ NOT To S(
t71 '
c0 S SEMI
NOM6:C FILE NUMBER SCALE ~t
H p WATERMARK LANDING DATE; PROJ.4005--LrG"'"' O1
g' c- r 8400 RIVER ROAD NICE PROD. # DRAWN IN HORIZONTAL: DRAWNG NUMBER
C e- r 1" 60' 3NED E]RMC
w SrrA • 243 North Front Stree New Hanover County, NC DESIGNED 'ont Street s 7 - Op WMA , LLC CHECKED
22574 Wilmington, North Carc lorth Carolina 28401 KED VERTICAL: ~ 6
Phone. [phone]E i PROD. MGR. 343-104 PO BOX 3234 8 , Fax: [phone]" 60' MGR.
p B PIN RESUBMITTAL 11/13/06 iy 0006691 WILMINGTON NC 28406 GRADINGSTATUS
A 441 / 401 PERMITTING 87/31/06 AA0002667 EB0006691 ~ (910) 792- 9 923 US: REAS14N
°o RUM. DESCRIPTIONS DATE REVISIONS www.mckimcreed.com eed.com ISSUED SSUED FOR PERMITTING B
Co N

i
LEGEND
v
Rw t 4a PRIVATE R w R w PROPOSED ~ineType Classification
CENTERLINE GRADE SANQERS RD
3,a SF9.5A UPLAND c~ ~v a o
U d t~
1 a. GRADE TO GRADE TQ
_ EL = 1 Q.0 _ DRAIN ,t I, EL DRAIN EL 11.a ...---.---1 4 FT. 1 4 FT. EL = 11.0 ~ COASTAL WETLAND LINE a ~
~ a a
5 5 I, 75' COD SETBACK ZONE ~
8 x8 \ I, .3 gX~ \ I ~ 8 ~ 8.,x8.. a a
1 _ _ ~ 1 . TIMBER 3 ~ TIMBI ~ a
UNIT ~ 2 FORCE MAIN 8 ABC UNiT r u J~ a UIN BED ~ 404 WETLAND, SALT MARSH a
t 3 _8 4C 6 8 WATER MAIN / ~ ~ ~ - 6 / 3 ' 3'-s" oc PROPOSED GRADING ¢ t~ U
~ ~ ~ ~ 8 RAV i ~ ~ G I TY SEWER ~
/ / FILL / , i FILL / \ \ ~ DISTURBED WETLANDS
MATERIAL MATERIAL 7. SITS 3G~~ RCP TEMPORARILY Sl TE THE CAPE BLVD
Q z
WATER ~ 44 LF 36 RCP 0.3~ WATER LEVEL ~ DISTURBED WETLANDS n t~
LEVEL WATER ~ to ca
INVERT LEVEL OTRENCH SYSTEM& z
t> INVER~ T 7.2 INVERT SECTION B -B
au 2.8Q IN 2.9 IN 2.94' ~~0~~ ~ BULKHEAD
A L
NOT TO SCALE.. vik;I,NffY
NOT TO SCALE

r- ' ~ . , ti~~, > _ s • WETLAND IMPACTS

'U'.:Y C W
~f.. 1 ax.. I LLL ~
~7-
} t, ' Ass ~b Permanent Permanent + Temporary
, Vii: I ~
~~.1,~ ~ ~ w tc Wetland Area (SF~ Area (Ac) Wetland Area (SF) Area ( VAT 1 1 ~S O.0041 W 1 178 O.O W 2 28 O.000C W 1'T 212 Q.O VAT 3 92~ 0.t~213 W1 Total 390 O. '~''~~~it al 1133 O. C>260
t . 'i ~ x µ (mac)
~ w ~f~f I' .
ih{~' \ 0.OUI`4 1
0.00491

i 0.009
~ i ~~y ~ '
'~y'Y'%'1',~s ~!1 y'.trt ..ll~'°`'•te y1+ty~4~'.~.r`'"t ti'. ~ ! ~.od~ts .J s•.t I 1~'s~ ~A`j e• ;7yZ •s.,,.k. .t . is `i li, (t"rr .r
~ ;,ti1~..~.r,~ ~ r~~ .gyp. ,~jM ~t t ~.~§,'~'~YtPt~'a;~~~i~~i ~+~tr. y~t`:n',1yt~ yV i r. +r.,~,,~ :1.~,~ ~'yi, 4~,,s. ,lye, j~~t L7~tfr'~q,l.'~ p!' ~+I ,.."'"`.ter t'~t?~i ,n' ~Y,ti;~ry.`;,.~`~!;'~fr~tAtf,l,!',~~R,'~~/t' i.''Yt ~ a..~,,~~ ~ t, ~~>~•k i ,I Y"1, ~k`. ~j'~~s~~ y1' . P; }~.f'Y~ """r.~w W 2 28 O.O Tim orar 0.0006
4t;~,~St~. ~'Y. Y'4!!~1', .I7'~4~. t~t "'^.~1 M ; ~•.p'• s.t ~ :2~j~~iti~ 1, a ~fPa .
. /fin ~;,tiV~~ ,`Y f~I~ ,~~J~a t'R.~~1.114 ~1 ,t r 11..1' I 9 •y, 1. f~ t ` s~'~t: 1~' y W 2T 70 O.O V~Tetland Area (SF) Area (Ac) W 2 Total 98 O.O SN" 1 T 212 0.0049 0.00.6
k"'": s 0,0022
~:~a ',r
~~~j, , 'Y $c~,
• W 2T ~O 0.4016 W 3T-L 85 O.O ~T 3T-L 85 0.0020 W 3T-R 63 O. D W 3T-R 63 0.0014 W 3 92~ t~.0 0.0020
0.0014
,
I ~ 0.0213
A C T1 VE RECREA T1 ON I Total 430 0.0099 W 3 Total 1075 0.02 0 . 0'' 4 7
ROAD SHOULDERI'~,
a JOGGING TRA IL
Total 1563 0.0 DATE;
~ 1.
a 00 M
00 M
h O
O N
r m
a~
~a
SEAL o ~ ~11~1 111
ap ~10j N NOV 05 SCALE M&C MLE NUMBER
r MCE PROJ. # M&CMED WATERMARK LANDING DRAWN 'ROJ. # 4005-0003 CN -1 O
4e d REM HORIZONTAL: DRAWING NUMBER
SEAL' w 243 North Front Street >nt Street STOWMAC, LLC WILMINGTON NC DESIGNED QED REM 1" ' 20'
22574 Wilmington, North Carol >rth Carolina 28401 W 3 PRODCHECKED CED RMC VERTICAL:
4, Phone: [phone] v B PCN RESUB~i117AL 11/13/06 ~''i # . MGR. 543-1048 Fax: [phone] PO BOX 3234 MGR. RMC 20'
A 404 / 401 PERMITTING AA0002667 EB0006691 07/31/t~ 006691 wicMiNGroNNCZa4os WETLAND IMPACTS
g REY.NO. DESCRIPTIONS DAZE 111 IS: REWSiON
° www,mckimcreed.com EgAslous ed.com [phone] sTaTUS:
N ISSUED SUED FOR PERMITTING B
to

LEGEND
~~W 40' PRIVATE R W RAW
Line Type Classification SANDERS RD
4
3.0" SF9.5A D UPLAND
U v4o a t<,
GRADE TO 12' 12~ GRADE TO TO ~ COASTAL WETLAND LINE
EL = 11.0'
EL - 11.0' DRAiN EL = 10.0'- DRAIN Q
75' COD SETBACK ZONE " W U
5' 0 0 0 5 PROPOSED Q
8„x8„ ~ O
~ g"x8" CENTERLINE GRADE ~ 404 WETLAND, SALT MARSH a 0
TIMBER ~ ~ 3 4' MIN. 3 TIMBER U
UNIT C~? 8'° ABC 2" FORCE MAIN UNIT C~ DISTURBED WETLANDS
3'-6~~ OC 6 ~ 8" WATER MAIN ~/jam 6 3'-6" OC siTE SITE THE CAFE BLVD
TEMPORARILY
8° GRAVITY SEWER FILL FILL MATERIAL MATERIAL ~1~1~GLt1 DISTURBED WETLANDS
ca
DRAINAGE WLET & U z
TRENCH SYSTEM
PROPOSED GRADING
WATER ~ 44 LF 36" RCP ~ 0.3% WATER LEVEL ~ WATER ~ BULKHEAD
LEVEL LEVEL IN RY AP
INVERT NOT TO SCALE
INVERT 36" RCP
OUT 2.37° SECTION A - A 7.2~~ IN 2.51'
SECTION A - A
CROSS SECTION
NOT TO SCALE CROSS SECTION
NOT TO SCALE
i
„ ~
WETLAND IMf'A CTS
UMP
W ~1 ~ STATIO
~ Permanent Permanent + Ter / _ _ Wetland Area (SF) Area (Ac) Wetland Area ( W 1 178 0.0041 W 1 T' mapcorary
BULKHEAD ~ ~ ~2 ea (SF) Area
. 17 0.0041
W 2 28 0.0006 W 1 T 212 0.0049
l~ 7~ 4.QL~- WE~~ W 3 927 0.0213 W1 Total
39th 0.009
n},~ ~'Fi ,A Total 1133 0.0260
L
W 2 2 0.0006
!N ~1 T 4 LL Temporary W 2T 70 0.001
Wetland Area (SF) Aroma (Ac) W 2 Total
~ W #2T 98 0.0022
W 1 T 212 0.0049
~ ~ ~ q
I , ~ ' W 2T 70 0.0016 W 3T-L 85 0.0020
I'`~;'' ' W 3T-L 85 0.0020 W 3T-R
l; 63 0.0014
/ W 3T-R 63 0.0014 W 3 927 0,0213
A C Tl VE RECR d~' RQAD SHOUL ~.~`'y / ` JOGGING TRAI <t y 'ECREA T/QN Total 4~0 0.0099 W 3 Total 1 'OULDER 1075 0.0247
IS63 0,03S!
TRA/L Total ~

11~~ / /
~ ~ 7- PROPOSED CUL VFR L VFR T
A- - _ Y.
M bA I A
i
M
A 'V.
I
I . 0
BULKHEAD QC \ z'
a
a
N 0 20 40' -
SCALE: /Y"=20'
a cv
Aire, ro
fi m SEAL L
DATE: NOV 05 SCALE 16Nop"l C ALE NUMBER
IROJ, 400 -000 01
~°J~ DESIGNED N REM HORIZONTAL: DRAWING NUMBR
4e OPP M&"CREED WATERMARK LANDING DRAWN NED REM 1" 20'
SEAL 243 North Front Street SL I LC WILMINGTON, NC CHECKED ant Street <ED RMC VERTICAL: q.
22574 G - Wilmington, North Carol orth Carolina 28401 W #1 AND W #2
Ia I W~• Phone. [phone] PCN RESUBMITTAL 11/13/06 AA0002667 EB0006691 343-1048 Fax: [phone] PO BOX 3234 PROD. MGR. MGR. RMC 1" 20'
A 404 / 401 PERMITTING 07/31/06 006691 WILMINGTON NC28aos WETLAND IMPACTS
$ REV.NO, DESCRIP11ONS ME [phone] srnTUS: JS: REVISION
s RE SIONS www.mckimcreed.com :ed.com ISSUED >SUED FOR PERMITTING g
N rt
U}

-7 AWmm
R W 40~ PRIVATE R W R1R 17
V )0' 0 100' 200
3,0 SF9,5A
12 1 SCALE: 1"=100' (Horiz.)
. EL = 11.0 GRADE TO DRAIN
11, 0.' GRAgE TO DRAIN ~4" FT. 1/4 F'L---,-----.. -----p•.
5•
- 1 / 5' 1 3'
e ~
2F _ ~ 2" FORCE MAIN ~ ~
\ ~ _ ~y 6 e \ / $ GRAVITY SEWER ~ r EXISTING GRADE GRADE ~ . ~
~ ~e $ WATER MAIN / 8x8 TIMBER UNIT
$ x8 TIMBER UNIT w ~j a pG FILL ~ C~ 3 6 OC ~ ~ ~ i FILL / , f
~ MATERIAL r' d, p ~ v~ N ~ i\ MATERIAL ~ ( WETLAND LIMIT
~a,~, y ~ ~ ~ ~ W T AN L#MIT ~,a ~ L ~
, ~ ~ # 1" NEW SILT- FENCE •
~ ~ ~ . ~ ~ NEW SILT FENGE
' ~ 0 FEAR PE FEAR CAPE CA C SC)
~ 1 ' i s • vE~ (s R~vER RI r CDASTAl. WE7L,GNR "wwr,~ _
I(>y'I -'"ter
a ~ N 114$'x• E NURMA j,INE wAtE+t
y w 300. s ~ 00' . ~ ~ rw„ ~ ~ ~ . d
' ~ ~ u N~ :r ~y,
M ~ ~ 4 f r ~o. 'G f51" w at04 yVETLANp ~
~ ~ ~ ~ ~.+r w a o~'a 6~nc Ra. ~y... / aa6~ an. fl. a
n y ~ - a HAND aD4 w~ 9w,~ea~o--~..,,,,,--.^ e~oGa2 rr GOA5t~ .-~i / r
+V' c 4 + 4utX~,a ~ 79.a') aolw ~a. n. , ~TtA ~
v Y~ ~ , x l \ ~ UPLA D UPlANO 6tnG35
a ~ ACRES ~ SRIDGE CRUSSING p. 0.49 A 2.44
~r ~ r h ~ W ~I~ a ~ ~ G 25 1ya 1 61.Q ~i 2026 4Q• h- BLDG 25 / 7r 2025 S4• rt.
rf. ,1 K CQA5TAL laG D3 µEn.AND ..i"' 20254G•fl•
~ 4~ ~ 6. t Y ? ~ UNE , k ' gGpG 27 . R. ~ 2 auYp, aaew~ 20a54<1 1,* 1
'W' '1' x i ~'G' ~ 4
a 1 ~ y ~b i /
e i ,,.~t3-~ OG 2a I ~ { 12 GRAVEL 1 DG 24 PARKING SPACES
~ 4 201544•tt•' I 4D4 WETLAND PASSIVE 2025 S4•fL (W X t6j
r , r E . ,a ~ w' ~ CREA TI~7 a( 6lnG ae ~ ~ r. f i r t
~ u~ ~ ~ "b ~ ~ ~ ~ a, pROPOS£u ry, . 2625 4a, fl• 1 ` , ~ ~ (aASS ! """gyp , a. ~~IPE I 3
~ ,y. ~ , ~ . A[1XA 1"~ ~ o asx ®Ln0 a3 ~ t 1 , C AREA 2aa6 aa• e• b 23 i~ . Sq. it. !
v, , 2400 4q• fl \ SGgG 29 ,„.r .ft.
~ ~ d~ ~ TAL soa5 sa COAS fop WE)7.AND
w 7 LINE u N + 7A l/
~ a 1 Him SEE SHEET 4 UPLAND N~~ ACRES W ~ / p ,.4~ FUR ~ETAII.S TLAN ~ .5 I
d fit: s. - ~ 4~. 1 u ~ , t ~d N+~' ~ aot sp PHOPO'~ ~ s~V~~ °~~mma
Y~ PE ~ACL3 f4 "1 1 ~ rtcP (cts5s I W' ZA110N Pi E~IAW 1
` y i~ ~ "!.l. \ ~ 'Ali ~ ~ SEE SHEET 4 ~ 3 3 ~a
FUR DETAILS ca ,,.a ~ I SEE SHEET 5 ~ W
~y, y b, w 1 . FUR DETAILS
u " d' y y: ,y, ~S . ~ y y ~ W 9 • ~ ~ 6WG~ aasw 40 h
a y y" ~ ~ ' ~ u NCH UPLAND BE ~~:,K~ AcREs 2~ ~
`S' ~ ~ 4. v~ u~ i W ~,v ~ v v ~ y , UPLAND (ON'~TE) COASYAL ' a a~n+~. p~uhc Up(,WD ,g8 AGR°.
D ~>r K t~') fi I . 1 y~~4N d9 ACRES lJNE , tr glen
1 ~ y ~t~ ~ ~ , y y~ lOX3Q F1SHlN F 9o t~. n.o9 ' PLATFi?RM , .
,y' w~ ~ a, ~ 4,. ~ ^i v' w ~ 41, y' 79.0' 6LnG 2 _....M-•- 2220 r I ' gr 6LaG 13
,q. ~ , Y• u- 'd .fir *l~ v ~ a' 4 ~ *1 d• ~ by 4 y,`Lf 4 PASS1 VE A aa6a w. fl ,M~ I RECREATION • 64nG 95 ,
r~ 2400 aq- n• ~ 2.~r, c• , 6LOG 11
*V `d' ~ „ y, v~ ~ ,y, w W 4, ~y ~ 6f ENCH aaan sa. . I ~ , 34 WE7l.AND .
~ ~ . , 'b' by ~ V' y~ *b t". ~ ` '~a 8 . '~a ~ ~ ,rNnt r~ir~, ~ A' e~.oG 5a ~ ` ; ~ 2200 w,1•
2agp qq. tt• , ~ ~ ~ ' ~ ~ ~ 6120150 ,u ti ~
w ~ ~ v ~ „ ~ ~ s~ J" ~ . ~ . ~ ; t ' . xaQO aq. n• , " ~'.R` "4, gI,DG 57 ~ _ ~ ~ w,,~ nuaenmuren 2AOp4q•14
~ +4, .y ~Y by w w ~ 'y' 4q. , BlaQ a ~ wrx~aa ta, n.a) ti ~ ~ a 24004yh.
~ ~ ~ ~ .y,, V? 'd' ~ ~ ~ . G ~ f O5TER EUGENE SAEiAF1 ~ / roof 9ENCH ~ a~aG as k ~ ~ 6Ln a f ~ ac{, fl. 2080 4q. , . 240D ub fl• ~ ~ SARAN
~ ~ << y, ~ ~ a~ ~ y ~V' ,y ~ ' ~ . D a au n ~ 44)EWNk ~aas~('d ~nf UPLAN ES
w. ,t. ~v ~'~°Np BENCH ~ p.W ACR lrl~S ~9 K i~e'I BLpG 4 K G ~ ~ ~ 2400 a0, fl. 1. 2 4 gta~el. ra~aaws BENCH (ON- ~k
tl, ~ 'y ~ u^ ~ W BtaG 2 UPLAND 6~oG s e~aG 6 ( . 2400 aq, R• 6LGG 7 2400 aq. tt. ~ 3*
" y~ ~ ~ w ,m, ~ y, ACRE5 24ao ap. n. 24ao . fl. Cluorw~ AC11 VE RECREA fl G 1g 61A0 56 k 208 ~a 5 ~t80 aa, n• DN 6LO 8q. n, 400 4q. h• ~ R4AD SHOULDER ~ ~ '
y,, a V~ w'' w .v ~ c JDGGING TRAIL
,t, w w y, of ND I -h Blpl31 45D4 WE~ TTIWAK I am.aa ~ 14004Q,h• : l~.ap' 11 4NAVp„.pat44tW a wr~,,,,,,,,w„
W~ y~ ~ ^y W v `I ~ iV W ,ti r 56D0 6 a,p , . 4P~ (P x le7 ..w 2060 4q, h. tp+lt .,.....-w ,w • QO+E6 ~ ...ee... ~ 8 r0!Op'48' 6
v ~ V'~ ~ ~1 S ~ ~4' V~ ~ •4' ~ ~ V 1 '..a« 1 ......tee ..."..r"`~~~-~ r~ rrr I w«r .'LZtQQ.
~V y '+W ~ < ~ v~ ,l v' ~i , ' .wrn .".r.. .xrr rwr w.r. M r..wr.. ~'yd MMV 111~11~ ~ . . P ~ t~ . - ~
,y, ti' ~ v, { ,8, 4' ~ v ~ w w y, ~Y ar E 37.0, ~ w N orQa' { * ~ ~ ~ ~ n _ n _._._w . -
OSO49b" W. , ~ ~ ""r"r""r"w~r ~r ~ s ~ ~ ~ - ~ L..~...hoed?•.~! t _ . s
_ ~a«ao . , n«ao _ ~.y ~ I . . . . w_. s - .
R~ ~ L E~?END
. M.m...___.....~.__~- _ ~ r ~ ~ Line Type Classification
~~g RD ~ ~ SA~p a ~r
4 O ~ ?inTCC nlnT~'C UPLAND
a p 13!d I " !max x 1. ZONING UQIE 12. IMPI !max 12. IMPERVIOUS AREA 14. TIDAL MARSH
a R-15 Performance Residential Design r 7, STORMWATER (State) w 74,280 sf 1.71 acres) PERFORMANCE CONTROL GROUP 2 Residential Buildings.
N m 2. DIMENSIONAL High density storm water permitting for NCDENR-DWQ Perimeter 20 8. BOUNDARY Driveways: 31,680 sf (0.73 acres) (A) Conservation Space Setbacks - All COASTAL WETLAND LINE
CC. 7- Between Structures 20' Not surveyed-Taken from recorded information N o Clubhouse Facility: 12,185 sf (0.28 acres) structures and impervious surfaces shall be Road: 63,620 sf (1.46 acres) setback from the conservation space, whether
d COD Setback 75 9. PARKING a U Additional Parking: 3,024 sf (0.07 acres) the space is located on the parcel or on an 75' COD SETBACK ZONE
Residential Required: 2 spaces per unit (66 = 132 20 wide private roads w/40' right of way. ~ 3. DENSITY Residential Provided: 132 spaces (below units) Pump Station: 500 sf (0.01 acres) adjacent parcel, a distance of at least 75 .
Q Maximum density:2.5 units per acre Club Required: 1 space per 100 sf (19) = 19 spaces a TOTAL: 185,289 sf (4.25 acres) .
A a Usage: 2.5 units per acre Club Provided: 19 spaces Percent e Area: 294,900 sf (6.77 acres) feet - is deli ned to D g B Retention of Runoff Site g ercent Impervious: 62.8 control stormwater from a 10 year storm. 75' COD SETBACK
w 33 buildings 10. SIDEWALKS ° 66 units (26.5 x 2.5 = 66.25) Sidewalks are impractical, as all streets are dead end. 13. 0PE a 13. OPEN SPACE On-site retention or percolation areas are
U Ij~ _ 4. BUILDINGS 11. STREET LIGHTS Required: 0.03 acres per unit (66) = 1.98 acres control at a minimum, the first NORMAL HIGH WATER LINE
Nineteen 40 x 60 duplex unit flats Developer shall submit lighting design to Progress Energy in Nine 40 x 52 duplex unit flats accordance with New Hanover County standards. Provided: 2.0 acres sufficient to 3/4 inch of runoff that will originate from all
THE CAPE BLVD , Passive Active boardwalk 0.7 AC. surfaces anticipated to be on the Active road shoulder dogging trail 0.2 AC. impervious
SITE F_ Five 45 x 45 duplex unit flats a 0 3 Bedrooms / unit final deveiopment. The specified Active recreation areas 0.6 AC. site upon amount of runoff from impervious surfaces 404 WETLAND, SALT MARSH
0 5. ACREAGE Total Area: 64.62 acres tion into the Croquet) b (Clubhouse/ shall be disposed of by ercoia percolation
I Wetlans Area: 51.13 acres r Active fishing platform area 0.1 AC. or other '
o Total U Total Upland Area: 13.49 acres Passive picnic area 0•2 AC. soil, evaporation, transpiration, r handlin acceptable DISTURBED WETLANDS
c 6, WETLAND NOTES Coastal Wetland - Normal high water surveyed DEC. 2004 ~ assive seatin areas 0.2 A methods of treatment a g C. En ineerin p g to the New Hanover County g g TOTAL 2.Q AC
Minor Road Crossing wetland permit for .404 wetlands ~ Department. ALL OPEN SPACE SHALL BE MAINTAINED BY DRAINAGE INLET &
404 Wetland lines surveyed october 2001 Q Bridge crossing for coastal ma00 rsh HOMEOWNERS ASSOCIATION 15. 100 YEAR FLOOD its is TRENCH SYSTEM
100% preservation of Donovan soils based on wetlands map, 100 Year Flood Elevation for this s
not SCS map required for low density count of 66 N m elevation 10. The entire site falls within this zone. BULKHEAD
c
0 VICINIFT"'T" MAP N
TO SCALE NOT M M&C FILE NUMBER
C77 ON. SEAL A DATE: ;TE: NOV 05 SCALE 01
~ 1111 MCE PROJ. # ,E PROJ. # 4005-0003 cs
;AWN ASA HORIZONTAL: DRAWNG NUMBER
N J/ N4CIOM S & WATERMARK LANDING DRAWN NC DESIGNED 3M ED =law d00% :SIGNED RM 1" 100'
Y N M ° SEAL AF 0 S IECKED RMC VERTICAL: 3
243 North Front Str 22574 PROD. MGR. OJ. MGR. MAG 1" = 100'
North Carolina 28401 ILIWMA-C LLC WILMINGTON, CHECKED 0)343-1048 Street Fax; 910 251 , 8282 PO BOX 3234
C OWQ RESU9MITTAI Wilmington, North Cc 3/7/a7 11/13/06 06691 -ATUS: REASON
PcN RESU9MITTAL Phone: [phone] AA0002667 EBOQ 9 EB0006691 WILMING TON NC 28406 OVERALL SITE PLAN STATUS: • [phone] ISSUS ISSUED FOR PERMITTING C
A 401 /404 PERMITTING 07/31/06 t/ 1 No DESCRIPTIONS D, A~ TE www.mckimcreed.corr creed.com
00 now" rn ,
x
- a.., . m.__._ - - -

' l Y 1~
„ .
,•T
d°
4 e art,
~
~ ~ 100 0 .y 100' 200
st ~ --4 i sr ~ 5
5CAl.E: 1 =100 1"=100' (Moriz.)
~ _ ;
• ~fb71~ r
w
y~„• ~ w t y ,y y, y~ V w ~ y y N ~
.a
~ w ~ y' y w ~ f y ,y y. ,y w y r?y, 'v y w w .~.....~~_...4
,6r y w w w + , w y y J, y; .y y y ~ ~ ~ ~ ~
y y ,y y+ y y y. ~V 'A w y w w
w y- y w CURVE' L~~'N RADIUS DELTA BEARING CNaRD TANGS - y .y w y ~ ~i 4 ~
1 ~ 0 .00 ~ 143 31 N16 59 31 W 46.99 23.62 w .V ~ 3 ~ ~ a•-- 3 css o ~
w w w ,y. ~2 27:0 50. , # 26.69 13.85 y, y y 3D 57 44 N$5 38 53 W p l8 X63 6 3 L
w w G3 308.60 5np. 00 ~ 35 2147 N52 29 07 W 303.73 159.39 y w w r,, y L6 v " CAPE FEAR z-- ~r ~p c ,3 ~ OS to w y ~ ~ 3
w y y 'v y~ w 1 w w y w G4 ,7,4.7, y5a.Q0 w '85'~ # 4"26'39"E 68,a1 _ 6.38 `2 w w `y ~ SC w 17 RIVER 9 7~
y ~ c5 . ,16 ~,~a w 230.00 4o a9 2 72 e~ 157.92 7 ~ ~2~Z-• v ~ X75 a ti ~ v $ t e coASrA1. k ~~(8 ®2 FILAR
y ,y ,y w •,y C6 y. ~a, 9 ~ •y5o. Q0 y' ~ 4.00'0 " s4.2'Sa'32"Ey w2 . ~ 10, 63 y urrE 1 w w RIVER 4 3 v r v S t8~ ~
y, ,y y- y l CZ w 56:119 1 DD. DD 321145 ,S7D 56 28yE 55:46 2 ~ NORh1Al HiC~ y ~91t,92 ~ `
y w y y,CB ,y 84, 01~ 5'DD. ab 7 0 D , S04 32 ~4 W' '~63.9~ 32.5 N oy~,y,~ ~ y 1 y w WATER w -x •o'~,.~`~.. aenna ti 7~ «m .r y ^Y y w J, w y +J`'`'`..,,
w y ~ C9 y176.06 4D~:DO 5'13' 8" X74'31'3 ~E y 174`:64 9.48 y y w ~ 'D~ y w ~ y w 6 y w w r w y N ~ta~ w w w Na W ~ w y ,v w y C~ ~
w .y s G10 11.03 ,~a.a0 w 1~Q8,9 56.09;. y w w y 27 24 38 N75''37 2'4 W ~ ~ W y. V s y , ~ y w w w w w w w 404 WET1A y w 9 ~ ,,..r~r 7 w ?2, ~ y w w w ,sit l.9 y w ~ `wlf w v •L 4r (,~9 w w y ~ y y y y roo
. w ~ C1 fi 82. ~9 150.0 ~ w 81.45 42, 2 u- y y w ~ ,~130J31 5'73 3y4 28 E w .y y. .y y y w y ~I, w w ~ `U w y y S x
1 `y ~v w ,y G'12 w 64.89 5a as 0, 43 3 , 92. w w w w y w w w 741 1 ~ S8~'00 ~9 W y, ,y y j ~ y y ,y j y w y y, y+ y w L J~ y y ~ / ,y y W fay 403 ~
. w .y y w c13'' 76.4 2 O,a . a ` • 6.1 y38.6~2 y w w Q 19 a3t57 1572129 E .y w y ^i W ~y u • ~ y w ~ ~ w 4O4yt~ETI.ANyD y y y w a W W w 2Q y w y W ,y, y,
'y ~ w w w .y w y y .y w d~ 'Y y µ ~ y y, y+ •Y w w w y y ~ w w ~Y ay ~ y, .y w ~ y, ,y w ~ w w y w `i' `I' w W ,y ~y ~ w w y uCpASrA@• P w y ~ w y ~h ' y W y ,y O G~J L~ w C'y y w y ,y w y 1 ~ , ~ w w w y y w w 2~ w y y w y; 1., ~ y
y, W, ,y w y' w y w `V ~ w y y , w w y .W Ji W `y Jr w w y w yW w y y w .y y y w yr y w w ,y w w y~i1 ~ w 13 y ,V w ~,I y w w 4a < w w L 1 w
w w w a v 1. } w ,y y ~L w `v 41 y ~ ~ y ,y w w ~ ~8s w ,y w ~,1 r' y w ~
w 'V y' y w 'l' v' y w .y w y w w w w y y y y' y .y w w y y w w w y, w w w 1 ~,1~ 26 , 13~ w , y a, w w ~C4 w y i w42 w ,v COASTAL w w .
y, y ~ w w w ~ y, ,y w w w w w ,y w w w LAN ~ T ~ w y E ~E G B AR G 1 .y W ~ w ~ w w 4 2 44143 w w y w 23 2 1 y,'liANO ,y w Cv L w w } ~ ~ y N' y w y y. w y , y y w ~ ~ M y w LUV~ 4r
w y w ! # y w y w w w w y y y ,y L 15.2 w w yS78°521'' W w~ w y y ,,y 'V ~ ~.L / ~ y ~ ,~u, ,u .ern} w y y w y j y y 1 w y 136 t25 .y , w y w r~ ~ tai y w 29 y 924 r, t33' » J
W " y w w w ~ y w w y w w y y- y- w 2 ,97 , w w N~'1.07~45" ,y ~ w w w w w w L21 y r ,u.~ ~1~. y Div M y w ! ,u• w w w~~n.ANp y ~ w w w Q ;1~ w W4a4 w ~ 4 v w ~ iq;, ;y8 • ,
, y y y' w '4 y w w w w y~ 'y ,y ~ L3 y 9, Q8 y y yN J ,1 ~ w w w w y w w y 22 51 w y w ~ w w y f ~ 3(L- 47 y i ~ 126 923 .y y ' ' /,fil ~ ~~fw» , w y w ~ ~ ~ q, y y ~ w w 135 928 w w ~ w w w w J ~a w } a dya y y t"~ ~ v y I'" 'itj al • ;a ,,~11Q`i cQ
,p w w y, t w y w y w w .a, y y. ~ t~4, y 296.39 ~ S`~ay o1 F w ~ w w w w w w y y ~ y ~ ~ •v `1' 155 149 134 ,v w , ° ~ ^ w w `Y ~ Dc w `1~ tC1~ f ,1~;• ,y, y w ~ N y ~ 922. w ,l~ w ry f; ,t~ ~ r+!~' .tO ~
,I. •y 5 w w48,66 w $344814 w w w w w w w y J y, w w y p 2 R1 x' a y
y y, y w y w w ~ w y y w w y y W L6 w 64, 62 N52 42 2~ w w w w y y w w w y w ~ ~f-~ y t~ 55 ~ y y ,y v~ ~s? ~V,~' emu, 9 ) /'L wL w +S ~ W w w $ t w w w ~ ~ C~Lf ~ w ~ 1 9Z1 w ~ ~o ,a'
w 'y w w w w a w w y w ~w7 w y 1 t ..~2 s 'a ~ 3 w ~ y y y w y y y w y w w w w 1~ w 957 1 „ / ~ w ~
w v w ,y w w , # w w w w w w w, w w L8 ~ 10',85 54' 35y~ w w ~ w w w y w i w w a y y y y w w w AL y w „a k ~ / y y COAST w y w 158 y w 4A y w ~ w w w w w ~ ~ t° f~
w 42.4 S a2~21 E w w w w w y y y- w ~ ' y w y w ~ y ~v ur+~ 1 ~ 1 y w w `i' w b' ~ ~1fW },42 ACRES ~ NORMAL 18C'N y w w } w ~ , w / y a w y ~ V, 1911,
w w y~1o 9 .84 w w w w w w w w w ~ AI59 ti~f9 3~6 y W ,y w w • J # w w w y w w w y y w WATER w w w v y w ~Y ~1~ ~ 'a' w ' y w y 969 w w ~ : ~ w r,~~~~ ,j, Vr `b' y y ~,y w + , f ~ "Su+ It
w w w L~'1 17.85 w S3~ 50 3Q E w w w y, w ~ w w w w w w w w w w y y w y w ` w w w w w 964 w 963 w w y y w ` :1;~ . l r'
6 W x.12 1 D, 97 w w w w w w y w w w Nat , 23 F y w w y" # y w w w ~ w y ,y y w w w w w w w y w ND f . ~ ~ w w w 4a4 14£TLA b. :y a , w w a, w ~ y w w f. y w y w y y y ~Q~ w w y, y .p w , A~ to
y w y L1 8 2 w ~ w Na0 52'51 ~ w w y w w w w w y y : w w w .y w w w y y y w y l}4~ ~ {t ~ ~~t w y w y x'65 y ~v w y w w w w `1",~ /
w w ~ y w w w w w w y w w w y ~y 1 7,5~ ~ IVDB"1~ 57 6' w `y w w w ,y ~ t # y ~ w w w w y y w ~ w y 15 18643 ~ W w w w w w w y y w ~ r' w ~ y w w! w y w y v ylS y I •w ~ w w N w w w w ~
w S2~°a6 2 E w w w ~ w w w y w w y y w w w w w w w 'fir w ~ w w w ~{;~a~ y ~ ~ ~ w w w •al y ~ y w ~ y w w w w w l~~~pf•- r/.,y,
y' w ~9.3~ . w 7. ,1 # ~ w w y y .y w w w y V W y y w w w A'~ w w y y T^' .y ~ y w b y .y w {1~t,, s" w / • y y w w ~ ~ w w w w w w ~ V y w w 9671 w y w w .o br W y y w w /y w I Jew f ~ t
x.17 w w 79.65 N6155 D5 w w w w y .v w y y y w w ~y ~ a~ ~ war' w y w y w w ~g~ fT4~ i/ w w ''Y y ~ w w ;,apt 982 16s~, L~ ~sna eaa. xoa w y w y ~ ~ ~
w L 1~ w 9'9.85 # w y w w y w w w w w NB9 9 4 W w w y ,y w w w t~19 15D;31 N 7 4 12 W w w w w w ! w w w ~ w p ~ y ~ w y w w y w ~ UPUN ' w/ ~
y, .y w w w w w w w v, w w ~,2 16'9.28 w w w w w w ~ y w w aNO w x8~ 'S w y ~ ~ , W w y "~y w UNE y w w UPLAtBa ,y w ~ , ~ y a~ / ~ w w y w ~ ~ ,~89 A~RES y ,Y w I
. w w 4 93~W w w y y W w w 8 2 66 3y 8 ~i ,y w w ~ y w w w 1.28 ASS w y / / ~ w ,y, w +1 ~ vi ~ y w ~ w Q ti w w w w ~ y w w y ~ w y y y y w w / t I
,y .y w w w w w w aY w w. ,y w `d+, y,, y y w w w w y w w w w w w .y w y w w w y w w y w,~ a w y 97 w w w / m y, 17 w w w y y w w ~ ~ y w
w 'y w w w w w w w w w w w ,<< w w ~ ' ~ ~ ~ y w y w / w 1~1~ • ~ ~ w w M ~ y w 1~4 ~ ~ w w 'w ~G t
w ^Y y w w w w w w w y y y w y w y y, w w w ~ w ,y y w w w w w w w y w w 72 w y w i w , ~ ~ w 1 17 • ~ ~ , y w h w ~,7 w ~ ~ y w w I 2 y !
.y w w y w y ,y y w w ~ y w y w w w ,au y w y P y, ,y y ~k w `1' '~v' ~ r4' v
w ~ y w ~ w w s 6 w r w w v 1 1 l~~ w ~ w w 404 ND v . ,4, ly w w ~ '
y y, w ~ w y ,y w w y w y y ~ w w ~ w w w w w y y y w y w y ~ / w v ~1 w ' w / W w 1 !
w `y w y •,V w w y y, w y y' w w y, w w y y w w w w w w y w w w w y w w . ~p w ~j w w ' h 1 1w 7; / ~,7+' w y y r~ ~ v Vr w { ' y w `i' ~ • ~ y w / r t t
w w w w y> ~ w w w w w w ~ w y w ~ w +v w w w w w ' w w w y y y w w K '^~T ~ V~ y W /
1 w w w w w w w w w w w w HATGNERFAMILY y w w w ,y w w w w y y .t~ w .y y ,V VP w w w w w y ~ ,n y `y w `1' ~ '1~' .y w ~ y, y w CA pj w ~}n (Q w ~y~,° w w y j~j 1
ITDPARTI~9HIP y, y w w w w w ~ w w `y w w ~ 1Q ,n~" w y W y `Y ,y • ~ w y y w w w w w ~ ~ w y / t
w w w y y w w w w y w w w y v w w w ~ y y w w w w y y, w y w ~ w w y w w / ~ p , ~ _ u, w ~ y y h ~ w y y y V w w y Y p w ~ ppg•~pg~gENE RARN+ SAPAH !
1 w w w w y ~ ~ y w y w w y w y y w w w `y w w y w w y' y w w . W~4AND y y ~ w ~ f" !lPiANO w ~ ~ ~ w ~ w / ' ACRES / ~ 2:08 , , Y ,y w u. ~ w ~ /
1 y +y w w y w w y y W y ~ w y w w w y y w `Y 'V w/ ~ .y w w w w y y w ~ ~ w y y , ~ ~ w w y w ~ ~ (OH- aa, y y `y ~ w
w w w w w w w w y, w w w ~ t, w ' y y w ,y y y w y y y w. ~ ,u,., ne'~ w w - w X T 4a4 WET6.AND ~ p w
w w w y w y w w w y w y, y, w w y y w w y w a~ / ,n~, w w y w w w ~ r
~ .y w w w y w w w w w y . y y ~ w y w w y w w w w r w y w w v, . , ~ v, rY y ~ , y w y w r , J' , u~ ~ L w w ~w,~ u, /
s atatia~ w, w ~'ra~` .y y r enarsr E n ln' w.y+r...~ y~. ~ n_. _ R _
Iw r.~w..11w .w .rllrArlw w/ w? r11 ¦rmrl~r an 1111? wwwwlrrl w 1r11~1rr .1 i1. 11..~irunii ~ ; A „i. r ~r .Ar ~ ~IIF ~/+wMtMw~IMwrre~ir•M?-~e~r.~Mt 1Mt=`wr~n =«e +r~"~"" ,1~, N ~ w a "immmmomm. m6 am
F ._...ro-y-ro ro-..
...1..... .~,."`w-ro.....,e,....n---ro-...ro....,n M..,._ro.,._..au.~..nTro......ro~,,,.,.ro_.•m-ro--n---p--n-•-ro-._. ~ ~ ~ T,.. T ~ ~ r T T'~""_ t T
~ UMII 111111 M~II~IM IIIM III ~IIIIA4~111~ 1~ ~ ~N~IIp IMR 0M X1111 4~1 IIIM B~ 1111 111? ~MM114M 11~~ ~ ~inAlllMlnrlln qO 4/1 X11 IA1 Ilw MI~I~IS11111D I~III Ills! ~ ~ ro._...n-^ro a ro--ro._..m......ro.,....- w~lro-.+~ra .._..ro..~n...... 'C w r w -----w w-~-~-~w w --~w ~--~--w --~--~-w w w w ° ~ w w-----~w w w w w w w w
~w....~?w~~~~.? ...w......~_ ...EtL.,~ «E~+.. fit..--~.. ~Et~.. w ~
saw war am "m rrwr~~ 11 mommom..". wr rrr ~I~r
ORM 6Q6t?N 9QIrNrii 8 ~ ~ . ~
~ ~ yy~~~t ~ f i
~W p . STANTpN k Z / ~ 0 tt~N1 L ~ ~ ~ ~ ~ p~LINDAi» ~
~ \ ~ ffi W A ~ b / ~y ti C v ~ ~ 1
~ w
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ p w /Ny 9 ~
~t i f ~ o Q NV 1.09' t ~ r
I ~ i a ~ r
I r r
v~ ~ ~ r r
a
m
r

~
S~AI. 5~ r
o ~ till I r~ ~ ~ DATA; N~ NOV o5 SCALE Marc flLE NUMBER
~ ~~i ~ MCE PROJ.,,,~ 4005, 4005-0003 CX--1 C)1
o C X DRAWN ASA HORIZONTAL: ORAIMNG NUMBER
U S~AI. DESIGNED RM i" 1 o0•
24~ North Front Street ~ .Mw r Street CHECKEp MAG VERTICAL:
W~Imin tan, North Carolina 9 . . i ~ Phone. 91Q 343-1048 , F Carolina 28401 PROJ. MGR. -1048 Fax: 51-- PCB Bd~C 3234 MAG N/A
I . B PCN RESU9MlTTAL 11/13/06 ~ i~ ~ ~ ~ 910 2 8282
~ X04 / ~011~urnNC o~ ~ aao~ss7 E8004fi691 ~i R I~V.NQ. pi~1tlP'i1GNS DAIS r~ ? 1 t? tt wrcM'~rGro~vnrcz~4os , STATUS: "SIN
www.mckimcreed.com ~~o ~sz-~a23 .om ED FOR PERMIT71NG B
. w~

Z

d

Q W
LJ.~
~Q
c~' Q
N Z
C~ (Y ~ ~
W Q
U
d
Q W C~
W
~ ~ <C W
C)
LL
w `
A
a z
0
i
ca
Z
Y awe A ~r v
,i ~ y i ' ' t
y a 4 w 1 v V• . ' Y 1 b t
? . Jai'' µ ~ w n V * w W w ~ ~ w ~ W t
W ~l R~ s ~ DN
w y k Y w b r W, ,y ~ v' ~ r
6 t µ .y a `Y W .i y y 4 v V y 4' I 1 G-Qp1 COVER
2 CX 1 D1 EXISTING CGNDITIO w . ~ , ,oNDITIONS SURVEY
7y v •t Mir ~ W . . , CS 1 D1 SITE FLAN
a WY a .y y, `V a w ~ ~ ,n ~ 4 CN--141 WETLAN IMPA D CTS w MPACTS #1 & #2
W l~ 'L y y J, y r 4 ~v x ~ ~ W s J` y p' 4 , a 1 w E &a,~ / v W w 5, J WY L ,y ~ ~y i a y y F s ? J ~ .y W x ~ 3 ~ ~ ~ ~ ~ ~ 5 CN-1 Q1 WETLAN I A D MP GTS w I. a '4 ~ r r MPACTS #2
wYko, a yy y w w J ° w, x p ` ~ 9 ~ ~ a ~ ~ ~ ~ CG~-101 GRADING AND . DRA . ~ ~ ~ ~ ~ ~ _ ~e ~ ~ ~ . ~ BRIDGE CROSSING ~ ~ ~~e ~ a _ a ~ ; - r: 7 CG-5D1 GRADING AND A AND DRAINAGE
* a, y y v. . w W dx r ~ ~ .y y , ~ 4 } p c x , DR y. ~ 7 ~ ~ kND DRAINAGE DETAILS
r APxr ~ ~~w~.y , . J,. • y r ~ o x a ~ , ® ? Y W w y y 'Y Ur 1', ~ W Y ~ J ~ Y ~ V r ~7 kt w 'k y u Y, II
W ,y w V+ Y W ~ y a ~ . , ^ .y ~l ' t
~ w W y. y ~a, Y 1 A , v F y. y y` y y v y~ y W i' ° ~ ~ N 4r ~ ~ ~ ~ ~ y \ r
~~3 NQRHT FRS T ~T~E T ? y ~ w ~ ~ r ti ~ ~ i
~ ~ y y . w w r t y WI~.MINGT~N, NaRTN CARQUNA Z~~Q9 ~ ~ ~ ~ ~ y ~ ~ ~a ~ t r i y ~ ? 4
~ . W ~ y ~ ,v~ K r ~ ° ' ' , x PHONE. ~1D 343-1x48 FAX 91 1- ~ ~ ~ ~ y~~~ ~ Q 2S 822 ~ W ' ~ r
AAQ~02fifi7 ~844~6691 ~ , . 4 + _ r ' ~
y, ~r y~ w www.mckimcreed.cam ~ ~ ~ ~ ~ w ~ ~ ; W 1 ~ ~ ~ r .VISIONS
r * V W v b d ~ , ~ x y ~ W - y, 4 v " y k. r ,v . e r DATE OESCRI~ . W ~2 DESCRIPTION
+ y y' G ~ y ~ y . . ~ i r ~ ~ w ~ , i A 07 31 06 PCN SU ~ PCN SUBMITTAL
~ r ~ W v w ~y ° { v 1 !N NAY P f Y r i ~ ~ ~ r B 11 13 06 PCN RE PCN RESUBMITTAL
nR~AtEgUDRSU YER :~.~r~.~r ~ . ~ u ~ ~ a ~ ~ r C 03 07 07 DWQ RE ~ ~ i DWQ RESUBMITTAL
HANDVER DESIGN ~ RV~ .A, ~ ~ ~ ~ . w y W d. .Y y y Y r 1 ~ ^r ~
y v iL v '4 ~ 1 A n W J A L. ~ y ~ a w W y w , ' ~ A W ~ ti~\> ~ ~ r f Via: ~ ~ u ``~~•t,
i ,r i ~ ~ 319 WALNUT STREET r i ~ t ~ r
~ ~ y m ~ ~ ~ , ? w ~r
PH. 910 343 800 ? ~ . y `,A~~4\ , , ti ~ ~ ~ r
~ y b ~~Y ~Y r ~ f ~ ~ ~ ~ y , FAX' 910 343 9941 ~ ~ ~ w A~~' ti~ A ; S~ ~ r
EMAiL. HDS~SAAC.NET ? d b ~ ~ ;~A ~,!4 i , i. ~ ~ r
?w ~ ~ 4 ~ . ~ y / j~
3 l i' s
J'
1. W v 1 r ~ + KITTIWAKE CT
- - - - - - - - - - - - - - - - - - - - - - - - -
wr w wwwir w w www~w w~w wsrrwr w w wwiww w w ww~wr w w w w si 'I,A.MJ' bA.A.A RIVER ROAD 't~ L-~~\Z7
wwwwwr we w *w~ w w wM~ wm w wirwwiw w w w...... w w rwwww w r ew.r~.w w w ww.
-T W-7 AM
THE CAPE BOULEVARD
' d WATERMARK LAND _ANDING
MARCH 7, 2007 2007
c h
PCN RESUBMIT, Tit- AITTAL
SEAL fri
N 22574 A CAPE FEAR TOWN ~ N4CIQ4&QUMD NEW HANOVER COUN OWNSHIP
ti g I ;OUNTY, NC
r
44% Developers
fit] er
a 243 North Front Street Stowmac, LLC LLC
N Wilmington, North Carolina 28401 POSE Off ice BOX 32
ox 3234,
r a a Phone: [phone] Fax: [phone] Wilmington, NC 28C
N Im Die 28046
~ r ~ A M0002667 EB0006691 (910) 79Z-11Z3 -1123
a W a www.mckimcreed. com
N r
Y
, . ,ys+hmr.:>» . .try::.