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CERTIFICATE OF THE U,S, ARMY CORPS OF NGINF R • ' ~ ~ ~ ~ r w E LPL. S. ` . 1~ ,t h ~ ~ r
,~4y t'', i k' ru ~ 4 ' + r.~ e i°t~'Al~p 6Y: PARRY'" NAT f
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I r. C EEti TO. E S k YEARS FROM , THIS DA OL,V APN W CM56~1 THIS RE t r t A WAS MADE. U-MVId
k` Im inn i t . H(S r , 'OVA i~lE9T CpRRS OF -1156 NoR*$1 oil ENCIN wt DELWEATION,MANUAL.
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ail Ise iyuer's Certification
"i harehy certify that this plan has been prepared in REVISIONS
„~:~-nufiuc:e with the latest Wi lml ngton Standards and YI N0. 1 Date Description By
Sp;s~(irations for Stormwater Manaycment and Chapter 20 of ~ RIM 30.0 the ('ode of Ordin es o t City of Wilminyton." 15' INV. 26.75 50• R.QIK
INV. BOX 26.0
Signature: Priuted Name and Ti e. Ph' ~ G. Trip , P.F;__ - - - r~k~ 5" F.E.S. INV 26.75
Uate: Q• ~OZ Registration Number. 17314 U ~ W/5x10 x12 ED ~ s•
(2) Owner's/Developer's Certification SUM 15" RCP Jy I
"T/We hereby certify that. any clearing, grading, construction 100 VEGETA AREA ~ b i3
or development, or all of these, will be done pursuant to thls plan and that the applicable SLormwater Management ~ ~
conditions and requirements of the City of Wilmington, the ~
'Late of North Carolina and the Federal Government and its agencies are hereby made part of this plan." STREET CROSSING - ' SECTION A A
signature: _ Nl$ q
Printed Name and Titlet~-John Haker /Member Manager
Date: ~ ~ ~
b PROPOSED CI No. 5 ~snwoo eao Hwr 74
i RIM MATCH EXISTING
' j~77) , CURB GRADE 31.21
' - O' INV. MATCH EXISTING EXISTING SSMH 42" RCP 25.61
~ 7~3'~ ~ 67 EXI'. _J NTS
EXI' «r ~ ~ ~ ~ EXISTING CB TO BE CONVERTED -
68 BE - 69 ~ TO TO AN TRAFFI '
lEi; ~ ~ 7E~, ~ - BEA BEARING M 0 ~ ~ ~ ~ - - ~ A \
S CUT AND RESTORE i AN
~ISTING ASPHALT, ~ ~ K D R 1~N0~ 4 r 1 ,,R
\ 77i 71 \ ~ ~ ~ - -
f S ~1T AND REMOVE / _ \ ~ E NG CURB & / ~ OS pF. ~ j 15 ~ ~ ' ~ % ~ 20%:3 H
~ ~ ~ ~ ~ 7 Ei GUT~ER~ TO PROVTD ~ 1
i ` 7a FOR,t4EW NTERSE TION / ~ti . ~ 1 ' t ~ `~1 1 ~ W B5 ~ ^ ~ ~1 1
~ ~ / / / / EASF RAY LANDING jj~, ~ PROPOSED CI No. 4 / ~ pII~Y S~CTI . L~ _ - ON TEMPORARY '?s L' Q
\ RIM MATCH EXI NG GRAVEL ~JS I N
t3~1) ~ CURB GRADE / LIMITS 0 W CONSTRUCTION 6ti' . F DISiURBANC,E a ~
INV. MAT EXISTING / ~ / / ENTRANCE ~ . ,OPEN SPACE •s, ~9 I Z ti ~
4 t i 1,~ 2 R 25.9 /
/ / ~ % ~ ~ 1 TAPPING i / S VE - 56'67•S.~r 5A ~y S{' ,fig. 'PQ ~ L) ~ • SITE DATA I
l t1, ~ ~ ~ / ti;~tt)r~ TAPPING id'~ij ~ ~ / TOTAL ACREAGE + i--i ~ ~ti 13.99 ACRES ; ,
VALVE ~ s ~ o ~V / ~ , ' I ~ ~ t~ s ~ 2 / ZONING R-15 ~ - F+
(H O i ~ / ~ N / N I DENSITY 2.0 UNITS ACRE _ Q I•-~ N / - F~ ROPOSEf~ 5' SIDEWALK , _ ! 28 LOTS ®3,000 SF EACH 84,000 SF
bt~ .25i2 PROPOSED ASPHALT 47,111 SF , U1 Z9 ti'~ PROPOSED CONCRETE 20 322 SF ~ ~ ~ Q
~ a ~ OPEN SPACE ~ i •~e \ / ~Ow f Ji) ; ~ 9 2 r1T ~ ( ~ ~ 1 ~ Q m ~ uLSTURBED AREA 10.9 Ac ~ + ~ ~ I
,1~' ``yy s G~ nruG ~cf, i~ ~ ~ ;
. / I e , ~ ~ E Fl , _ w
/ / ~ a ~ ~ ~ , ~ ~ I _ ~ ~ ~ v ~ s ~ l E~ I--I
s ~ ~ • b . - ~ V ~a 1 ~ s ~ ~ I 1~l _ O ~ ~ W Z _ 3
ti l ~ / 3z I t / / ,.w r ' ~ SSMH to ~ I _ W
v ~ 27 ? ' ~ '~o ~ 25 ~ ~ ` ~ ~ . 1 ~ ~ ~ I ~ '
\ ~ ~ PROPOSED 5 SIDEWALK I ~ ~ U i r ~ A ~ • W
~ / 24 _ - i ~ ~ _ + ~ ~
/ ~ ~ ~ / ~ : ~ ~ - 4 ~ ~ .
; / 22 J~ / - ~y. ~ ~ ~ ~ ~ r I 1
` 1 p - / \ ~ ~ 6S . g63 0~ 1• ~ 1~,..~ J ~ ~ Fk~~ ~ ~ ~ I Q
. . ~ ` ~ 1 I, l...l w eF ~ ~ LIMITS OF ~ ~ Z
I F 1 •n \ l et' . ~ N _ ~ V OFD 9 ~ ` D S ~ El`(ISTING I TURE3ANCE N
T ~'J' ` oe LIMI S OF DISTURBANCE ~ ~ / '0 SDMN N0. 1 \ C.I. N0. 2 ~ II( / o , Z 9 wEL2 ~sITE _ GY W 6 I
/ ~ ~ ~ ti ~ 3i. RIM 29.95 ~ / . ~ B RIM 3p.23 y s ~ ~ 1 ' S F . / / . ~ ~ 21 ~ INV. 2.80 ~S~ 1C \ INV. 26.5 ~ ~ 1 2 - Z ~ 5 ~ ~ s I W ~ i a ~ < ~ ~1
e 20' ~DRAI A(~ 20 EASEMEN ~ A ti ~ H Q ~ ~ 1 ~ ~ E"I
N~ 1 • ~ ~ 0 ~ v a
i ~ ~u. ~ ~ g \ ~ ~ o ~ c / ~1 ~ ~ , ~ ~ o U' ~ \ ~ ; ; Z
19 (1) FH ASS. ` , / ~ ~ 4 1 17 ~ ~ . $ , ~ ~ o w ~ H
/ / 18 - 50 ~ ~ a xP a ~ ` ~ $ x8 TE~ Fa+'
/ ~ ~ a~. r 1 ~ C.I. N0. 3 m (2) 8" f N / C.I. N0. 1 \ RIM 29.95 , 0s 1 FH ASS. A / ~ - , . r ~ ~
PROPOSED XA INLET . 1 RIM 29.9 ~ ~ INV. 25.90 MATCH EXISTING ~ ~ ~ * A Na . s - NV. 27.15 R~ A ` " , ~ ~ ~i i~ r~ N / 1 ~ F-I
30 , . SSMH tE ASPHALT GRADE ~ ~f 30'b ~ 18 '0 18 FES NV. 25.75 g F - ~ INV. • 7~ , CONCREI SSMH 1B / ~ ~ ~ ~ _ 1 1 U~ U~ ~ ~ ~ _ ~`-CONCRETE FLUME No. 3 INV 29.5 ~ ' ~ % ~ p~
N , / ~ W 10x15 18 ED 31.51 ,r!r_ 1 / , ~ 1 / ~ ` / 7 W 10x1 M ~ 55 ?C 9 / ~ W 10'x15'x12" ED ~ ~e / / , . ~ , s~ EXISTING DITCH TO B~. SLOPED ~ . ~ rx~ _ ~
9• 8 I 0, .ROPOSED 5 SIDE LK~ ~ / / 1 OPEN SPACE ~ ~ 3:1, CLEANED T PROVIDE POSITIVE ~ \ rn s 0• T ~ ~ - ~ i, w ~ ~
" M ~ E 8 SS TO TIC INTO ~ ~ / ~ / ~ea RE; " -ti ~ - FLOW AND LINED TH EXCELSIER MAT. ~ 30.5 V RESTORATION AREA : ~ ~ ~ 1
EXISTING 8 EXIST3NG 8" P~U s: SSM 1D 'y. 18 FES INV. 2 6 ` / 0 16 ~ 3 ~ ~ j ~p ~Q,51 ' ; ; ~ 1
PLUG o 1 8' GATE a ? f , i9 W/10 x15 18 ED ~ e. v 14 ALVE ,1e ~ ~ .1 5. ~ \ ~ .i ~ ~ \ i ~ i N P _ _
q " ' / , TEMPORARY / 1 " W~ TEMPORARY ~ ' ~ ~ N ao 30.37 d+ ate w
15 Z • 1 / / h GRAVEL o y / ' ~ 26 DRA3~JAGE 13 RETE LUMEN . 2 / ry CONSTRUCTION, GRAVEL / ~ ~ \ O0 ~ ~ CONSTRUCTION 1 iD 3p, / ~ w 14 ~
" _ 0 ~ S ~ . ` I 4 ~sz r ENTRA 0 EAS~lAENT 29. e s ~ / / NCE/ ENTRANCE/ , : \ ~ ` s ~ 0
~J' W/t1'I'~c15'xi2" ED N s . n' ? F ~XISTIN6 DITCH sZ ~ • / ~ 1 VA VE •0 x TEMPORARY 15' F.E.S. INV. 26~ 5 ~ ti ~ ~ ( ) c~ 1 vA vE
~ `i0 BE ED ~ ' 1 2" BLOW GRAVEL W/ 5'x10 x12 ED " . zesa ~ Q" 1, ! ~y~ e / / q 1 2" BLOW QF ,fy'~' ~ ~ \ w ~
ti 1 PROPO CONSTRUCTION ~ ~ e / / w' ~ NTRANCE ~ ETENTION POND \ 1 ~ .-i - \ ~ I o
~ ~ ~ S SSMH 2A ROPOSED 5' SIDEWALK ~ OB 29.5 z
/ y Po FP=28.3 saz • CONCRETE FLUME No. 1 . \ z - a ~ NP-25.25 F . f 5 A \ ~ ~ cd ~ U
` INV. 29. _ , r 25 PUBLI BOTTOM 1925 s, PROPO \ ss W i 'x1 1 5' LANDSCAPI ~s~. PROPOSED ~ ~ ~V ~ ? ~ 1 ~
F SSMH tE / 0 5 2 ED _ - p MAINTENANCE EASEMENT EARTHEN 12 / F \ _ _ . _ - _ _ 't ~ , WITH 3:1 ~ - N EARTHEN PLUG ~t - ~ ~ ~ 1 ~ H ~,~OC7 WITH 3:1 MIN. A ~ ~ ~ ~ ~ ~ rn r1 CO
y + E EASEMENT ~ \ ~ P < . ° 0 ~ OPT p`~ i / ~ v • , ~ ~ SL01 I SLOPE ~ .p ~ ro ~ ~ ~ ~ ~ TST No. 1 N ~ ~ ^ o I ~ a
m ~ c~ 48 FES INV. 24.9 ~ . z c o9 1 ~ ~ p1~P 10'j~ACCE~ / S INV• 24.9 ~ ~ 2 ~ ~ 8.34 a N ry CJ ~ ~
s ~9 / 11 , 0, ryg. 9 OR ~ E SEMENT ~ ~ / ~ , W/15'x20'x2 ' ~ ~ OPEN SPACE ~ , = 6~ \ ~ . 10 ~y ~ ~ I'x2 " ~ ? ~ z ~ z ~ V i ~ ~
~ RESTORATION AREA INV. 2 .25 i - . I I ~ w l' ~ W ' ~ . ' ~ ~ ~ j ~7 2
- ~ ; ? ? n 30" rES INV. 25.25 ~ ~ . 10 , ; I
GREGORY 11[URRAY ~ ~ ~ / , ar NY1~ i W/10 15x18 .D. ~ f CONSTRUCTION CO. W - ' _ I •
~ ~ J~ / ~ m E/ ~ 30' EMERGENCY SPI AY f'~- 753 WWDEMERE ROAD \ / k o SE / ~ ''a INV. 29.0 " tiJ - \ c~~ S s i~ ~ ~ ~ f N ~ ~ ~ ~ ~
EP/ TER PID 5000-003-031-00 , ~ ~ ~ W ~ ~ ' ~ s ~ o I H a S N O
m P~/ , ~z~~, : ~ BY ERS •t 1 P / o,
• ` T F ' X . ~ ~ pR . PROPOSED aooc~ , ~ ~ ti~" L1G EARTHEN PLUG v ~ ~ . \ ~-••I _ _ l~ ' J ~ 26 95 I
c;'' 9 V8 / ~ SF a P ' ~ ~ e WITH 3:1 MI / ti o h~ r AYE d' AYFA LIMITS OF
~ h ~ SLOPE ~ \O~ i ' / / 1 ~ I Z bZ N ~ I b ~ ~ ~ DISTURBANCE ~
9 ~ 1 LIMITS OF DISTURBANCE /OFF;.- ~ ~ ~ ~ ~
9~ Y~~ ~ ~ / ~ ,,G~ P~-. - i ' I ~ ~ -79 j ~0 I
6, ~i ~ I 1 I~~'~I ~ ti
9 c9 mr / ~ ~ s / ' ~ I ~ ~ I • Z ~ ,A
~ • seas , ; - ~ ~ ~ ~ 'p. z / ssZ 1 ~ ~ ~ O _ ~ I ~
,~4 d / , j / / ~ ~ a~
bti ~ '9 / a 04 a NOTES NOTES: ~ ~ o~
~ 1 ~ I
/ <z ~ 1 PRI ) # NO REGULATED TREES ON SITE 1~ 1 PROJECT SHALL COMPLY WITH CITY OF WILMINGTON R ti C OSS CONNECTION ~
. ~ / ; . CONTROL REQUIREMENTS. WATER METERS CANN T ` ~ ~ ~ ~ 0 BE RELEASED UNTIL ALL A
~ PROPOSED EARTHEN PLUG ~ ~ OUI J REQUIREMENTS ARE MET. CALL 343-3910 FOR INFORMATION. ~ 1 6
~ / ,1e? ~ ,y WI~1 3:1 MIN,~SLOPE ~ ~ ~ ~ 6 2) IF 2 IF THE CONTRACTOR DESIRES CITY WA 6~ TER FOR CONSTRUCTION (AFTER MAINS I ti G
NSF _ - HAVE HAVE BEEN EXTENDED TO THIS SITE) HE SHALL APPLY IN ADVANCE FOR THIS ~ ~ ~
~ y ~ ~ ~ ~ ~ ~ ~ ~ SERVI~ i~PILLIAM G. DOBO _ ~ " SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACK FLOW LEGEND ~
752 WINDEMERE ROAD, < : ~ ~ PREVE P - - ~ ~ ~ = ~ ID 5000 003 003 COQ • ~ ~~s y _ , ~ , 3) AN PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. - - _ .o ~ ' ~ E ~ 32- EXISTING CONTOUR ~~i~ 3) ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE . zes3 ~ ~
~ ~ ~ ~ ~ , ~ - I ~ ' CITY'S CITY'S CROSS CONNECTION CONTROL REGU A EXISTING SPOT ELEVATION ~ r L TIONS. CALL 343-3910 FOR o
- INFOR INFORMATION• ~y~• PROPOSED SPOT ELEVATION DATE 03-03-03
4) ALl 4) ALL PAVEMENT MARKINGS IN PUBLIC RIGHT-OF-WAY AND FOR DRIVEWAYS ARE ~ DESIGN PGT
y ~ `I' `I' `I' `I' `I' TO BE ' TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. DROP INLET w/INLET PROTECTION
W W W W W r~ ~ C~ AI I C~ All CT/HIC T\I flllfll T/~ ATM IT nr• uuv gun rnn nnt..rw•..n •n~ _ _ nrnn.uu•te-n n... .G~ N•i I DRAWN JLR
/ NSF ~ I J / nu ,J/ nLL Z)1uiva 11v rUOU%, mi"ni-ur-WAT ATVU AUK UK1VLWATJ AKt IU Mttl r r- JIUKMWAltK KUNUht UIKtI:IIUN C~l m'
GREGORY MURRAY 6IUT O MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. o W CONCRETE AREA
1" = 60' 6 NO CO ) NSTRUCTION CO. ~ 6) NO DRIVEWAY CONNECTIONS TO SEA SPRAY DRIVE. 1 I
74y1 WINDEXERE ROAD 7) PIS PID 5000-003-004-00 CLASS 7) PIPE FROM CI NO.2 TO CI NO.1 TO BE CLASS IV RCP. ALL OTHER TO BE x(175) LANDSCAPING w/AREA I CLASS III. 1
8) ALL 8) ALL LOTS TO BE FILLED & PROVIDE A MINIMUM FINISHED FLOOR ELEVATION LIMITS OF DISTURBANCE ATE
OF 31. ~RINTE\D C 1 OF 31.5.
9) ALL 9) ALL FIRE HYDRANTS TO BE LOCATED WITHIN THE PLAZA BETWEEN THE X X TEMPORARY SILT FENCE It
SIDEW SIDEWALK AND THE BACK OF CURB. LIAR 0 4 2003 SHEET 1 OF 3
10) AL 10) ALL EXISTING DITCHES TO BE FILLED ARE WATERS OF THE U.S. 02021

i
i
NOTES: MIDDLE SOUND LOOP RD
1. TOTAL SITE AREA = 2.83 AC f
\ / \ 2. INFORMATION GATHERED FROM VARIOUS DOCUMEN RIOUS DOCUMENTS (SHOWN HEREON) SITE
\ \ AND IS N01 A RESULT OF AN ACTUAL SURVEY. i 3, AREAS SHOWN ARE PROPOSED CONSERVATION AR TUAL SURVEY. p )NSERVATION AREAS FOR SEASPRAY
\ ~ ~ \ LANDING MITIGATION PURPOSES. n
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DETI DEiA9 t o !'..t SEC 770N 40 4- JCI tISDiOnON MAY BE RELIED # , A 4 S.
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. rte-
(1) Designer's Certification i REVISIONS
h been re ared in ` I hereby certify that this plan as p p ' i ~ ~ pa{e Description By
e latest Wilmin ton Standards and ~ accordance with th 9 75 ~ ~ \ i ~ .
for Stormwater Mana ement and Chapter 20 of ~ S ecifications g P ~87~
the Code of Ordin es o t City of Wilmington." \ ~~~1 i / ~ / 12
1
Signature: 86 -
me and Ti e. Ph' G. Tri P.E. 68 Printed Na Pp 68
Date: •OZ Registration Number: 17379 ~ ~ 1 X11 \ \ \ 69 \ EXISTING SSMH ~ j ~ \
i ~ _ - 1 \ / - - ~
(21 Owner's/Developer's Certification \ SAWCI ~SAWCUT AND RESTORE ~
EXIST. "I/We hereby certify that any clearing, grading, construction i ~ EXISTING ASPHALT / ~ 66 ~ _ -
e done ursuant to \ or development, or all of these, will b p ~ / ~ ~
77 S CUT AND REty he a licable Stormwater Mana ement this plan and that t pp g \ - ICUT AND REMOVE ~ . ale ~ STING CURB do / i ~ _
the 85 EX STING CURB ~ conditions and requirements of the City of Wilmington, GU R TO PROV R TO PROVIDE - - ~ - - - ' sa sa
State of North Carolina and t}~e Federal Government and its ~8 FOR, N W INTERSI i - N W INTERSE ON _ - - - ~ ~`~3
agencies are hereby made part of th4s plan." ~ ~ ~ 1 ~
+'J \ it \ ~ r ~ / / \ • j / TEMPORARY bz , .,PS3s
Signature : M tuber Mana er ~ GRAVEL z` ,
Printed Name and Titlet John Baker / e g • ~ , / / CONSTRUCTION v' LIMNS OF DISTURBANCE M / L 9ti0 •
Date : ~ ' ~ / $4 ~ ~ \ \ ~ / / ~ ~ ENTRANCE ~ . s,
' \ ~ `I / ~ M ~ dy ' ~ / ' '
. ' ~ 79; / / N ° ° SITE DATA H
~ (t~~g~ TAPPING ey •
S EVE • ° ~ TOTAL ACREAGE 13.99 ACRES ^ ~ ~ ~ . c / ZONING R-15 tiro ~1)~ TAPPING .~ti
~~1, X33 ~ \ 1 , ~ / _ - / , j 1 ~ ~ ~ DENSITY 2.0 UNITS ACRE 2 / C7
r . VALVE o ~ ~ N ~ . a 28 LOTS ~ 3,000 SF EACH 84,000 SF
/ ~ ( / i / ~ ry _ . _ _ ~ PROPOSED ASPHALT 47,111 SF e °
~ ~ \ / ~ . ~ ~ / a . Zg.nz PROPOSED CONCRETE 20,322 SF , 28 - , by b ~ ~9
~ ~ • '659 I ~ ~ 9E sa+ i ~ k9 •b~-
d ~ ex~s C.I. N6. 1 ~ ~ 11NG 1 U H
~ 82 - _ - C.I. N0. 2 T " DI~'CH ~ RIM 29.5 0 B EFI I ~
\ ~ ~ 7 LIE~@. / E--~ INV. 27.E RIM 29 5 . ~ a ~ I
/ , ' e9 ~ / , INV. 27.2
~ 91 , / V s r 'p ~ `
~ i ~ .30.32 . al / 3 SSMH 1A ~
/ / o ~ ~ y1, 1 ~ .1 Q 27 ` \ d
\ ~ , ~ 25 ~ / / .P 25 I - , Joy ~ ~ ~
~ / 11 \ , ~ ~ ro I ~ 1 w
\ 92 ~ i ~ / ~9. ° ~ w
~ ,i 1 f • / ' ,fig. ~ ro V
48 ~ \ ~ / 22 Js e I ~O , 1'~1 ~ ~ N A 0 / ~ a g63 I 'Om r r h
~_l / \ ~ / / ~ q f \ / r ti9 ~ / \ ~ ° , 0 a 2 Eke V ry S I w
~ / / / ~~6 S _ i es.. nN j * 26 ~ .6, ' eF i ~
/ / \ ~ ~ ~ . •~9 U . z ~r~,;,
4~ ~ HITS OF DISTURBANCE / ~ / \ / ~ J'~ ~ E~ISTING H + ~ o. ~ / ~
\ C.I. N0. 3 i3a ~ WELZ,SITE .g / • 6 RIM 29.95 ! ~ /
RIM 30.23 \ / ~ 21 F INV. 26.60 ~ :iMl~ 1C \ ~ . ~ ~ ~i 5 ~ / a+ ~ ~ [-a \ INV. 26.5 ~ ~ 1 I ryo y ~y
/ / / ~ o / ,n ~ / , 20 , \ o g / / / ~ ~ , / H O ~ rye. A W
9 \ a' ~ ; f 1 / ti _ $S` \ w
. ~ , i . /J / ~ 0 O 1I V a ~ / . ~ s~ ~ ~ L'3
46 - ~ , i 19 t F~ Ass.
~ / ~ 4 ~ ~ / / ~ g p ~ /
/ 18 - 5 / " M 1 8x8 TEE ~ / .7986. ~ ' ~ ~ \ / A
~ / ~ •ss , / i r .I. N0. 6 , . RIM 19.95 RIM 29.95 (2) 8 GV / 1 ~ ss /
INV. 25.9( MA H / ~ / / ~ ~ ~ R 29.9 EXISTING \ / _ _ ~ ~ INV, 27.15 RCP ~ INV. 25.90 ~ . (1) FH ASS. . / ~y , ~ ' W
PHA T GRAD 1 t ~ ~ c~ ~ $ 18 FES INV. 25.75 . 25.5 SSMH 1B / . ~ /
~ ~N .r/~, / ,y, ~ ~ , 0x15 18 ED OPEN SPACE / ~ ~ . Yo.eB' > \
/ A• ' ~ ~ ~
~ TIE 8 SS TO INTO 8 ~ ti / s ~ A ~ % ~ i/. ~ 1 /
EXISTING 8 ~ / 1 18 FES INV. 2 6 ~ ~ / ~ / ~ ~ / EXIS'1i iNG 8 P - ~ SSMF~ 1D . PLUG / 'I- o ~ a? 1 18 ~ ~
. ~ ~ ~ ti W/10 x 5 EO o 1) 8 GA~E' C.I. N0. e~ 5~ / 6 . 9. z5 ~ ~ "p •y 5 / /2 TrrbIPOR ~ ~ ' \ ~ ~ •
f ; ALVE RIM 29.9 `Iltr ~ .1 ~ r ~ ! INV. 27,4 ~ q ~ f / '~~~{J~ ~ ~ GRAVEL ~ ~ ~ . ~
/ / ry / / 15 N~ o ~ ~ ~ / / 4.84/ ~ U ~ CONSTRUCTION / , 'r ~ ~
% ~ ONCRETE FLUME 0 / h / ~ e S ~ ~ " / ~ N M ~ t ~ ENTRANCE / ~ ~ •
13 ~ INV. 29.4 ~Ze ~ / ~ i/ - ~ d / (1)8 VA VET ~ _ ~ O
~ W/10x15 x12 ED ~ s . N . ti , ~ TEMPORARY / q N ~ O2 OW OFF ~ d' / . / ~ ~ ap
GRA . z9se '6~ / ~ ~ ~ tit
° CONSTRUCTION •eti / /
• / m~ PR POSED w m~ ~ ENTRANCE . ' ~ TENTION PO / -~i `
. , / 25 PUBLIC SSMH 2A . " MAINTENANCE EASEMENT o TOB=29.5 S8r ' •
/ CONCRE FLUME - t • FP-27.5 ~ ~
/ ~ INV. 29. NP=25.25 \ l ° 19,53 , 5 LA CAPI _ ~s% ~ PROPOSED ~ ~ 1 , ~
/ ~ W/10x15 1 ED _ _ _ _ _ _ _ _ _ EASEMENT B TTOM-19.25 i 12 ~ SSMH 1E _ - l ~5 ; i,~ EARTHEN PLUG ~ \ ~ c~ ~ 1 ` ~ ` ~ ~ i ' ~ WITH 3:1 MIN. ~ ~ ~ U
_ °'I~ ~ I 2~ / / ~ SLOPE ~ 1 O •a 1 ~ (7 07
/ i ~ 48 FES INV. 24.7 1-~i
\ 41 m yc 1 / /
s. r r ~ P S CE E EN ~ / ~ / OEN~PA
- .6~ ~ t . ,1 ~ ~z ~H ~ ~ ~
\ \ - gti / ~ ~ a ~d~ , / ~ ill / n " ~ _ 48 INV. 25.5 , - - 1 _ ~ 1`' i~- Z
GREGORY HURRAY \ ~ ~ ~ ~ ~ / k / m~ N»,2, 4 FES INV. 2, FES INV. 25.05 ~ ~ ~ - 0 O z
~P ~ ~ » CONSTRUCTION CO. \ > ~ ~ ~ ; W/10 x15 x18 E, " ~ - ~ OW 10x15 x18 E.D. S ~ f ti ` _ N C O 01 a
753 t1INDEMERE ROAD \ S,~ \ / ~ / 4 i~ ' ~ » 8" WATER ~ ` , ~ ~
PID 5000-003-031-00 \ / k . / i E~~ . ~ 8 WATT / ~ W o / ~y SEt~ ~ - s BY ~ G (BY _ - U N N - !~I a .
o
~IN - - 1~ ~ ~ 'PROPOSED ~
l \ C ~ EARTHEN PLUG to of J~ gel / \ ' \ ~ WITH 3:1 MIN ~ ~ d' rr CZ, W i I
~ a 0 P/ ~ ~ , / q \ ~ \ \ ~ % ~ ~ SLOPE _ ` ~'I~~I
, y LIMITS OF DISTURBANCE ~ t / i~ ~ i I~ ~ ~ i ,
~ \ 9C \ I / , , , a ~ ~ eta:
~ l
- • F ~ s~ Ep 1 b 2001
\ / / ~
Q D
,~~inuiii~~ ' ~ ~ ~ l ~ CAR ~
.yb ~ ( ''o ~ ~ / -ice . ~ 1 , •'ESSi • / i G •
SEAL
\ / / ~ * NO REGULATED TREES ON SITE ah = cl'
/ ~ ~ O NOTES: ~ ~ 7374 EG D ~ o
/ / /i ? 1) PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION - -•32- - EXISTING CONTOUR
/ ~ ~ / ~ PROPOSED EARTHEN PLUG ~ ~ \,`c ~ \ / s~ ~ 3:1 MI SLOPE CONTROL REQUIREMENTS. WATER MEIER(S) CANNOT BE RELEASED UNTIL ALL ,
_ REQUIREMENTS ARE MET. CALL 343-3910 FOR INFORMATION. • 29.63 EXISTING SPOT. ELEVATION ~~i I~
2 IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION AFTER PROPOSED SPOT ELEVATION (i ( ~
o ~ 11II1dAld G. DOBO \ / / ~ y y ~ ~ ~ ~ _ ~o 752 1fINDEMERE ROAD ti ~ , ~ i° _ MAINS HAVE BEEN EXTENDED TO THIS SITE) HE SHALL APPLY IN ADVANCE ~ DATE -11-02 FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) DROP. INLET w/INLET PROTECTION DESIGN / GT
~a = b t3 PID 5000-003-003-00 ; i~ ~ ~a BACK FLOW PREVENTION DEVICE ON THE DEVELOPE:R'S SIDE OF 1}1E WATER
STORMWATER RUNOFF DIRECTION DRAWN ~EA METER BOX.
I 21 A?~V 70DTnATTn?~ QVQ7ZU ei inni Ten nv nT7`v ui~7en nuu i nnuni v urtr.~ ~ n.rre• nr nrnr ~nn.?~nr
' dI RI\ I LRRIVM I lV1`1 J ],a ILM .wrr-LiGU D I %,11 1 MI. IGR JI'INL,L %iVMrL 1 III 1Il L1M1IJ Vr UlJ 1URDt%14%,C
THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR TSF INFORMATION. X X X TEMPORARY SILT FENCE
i 4) ALL PAVEMENT MARKINGS IN PUBLIC RIGHT-OF--WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT SITE PLAN cl
NIF STANDARDS. ,
GR \4/ RY MUR 5 ALL SIGNS IN PUBLIC RIGHT-OF-WAY AND FOR DRIVEWAYS ARE TO MEET 1 = 50
S~' Tod CON UCTION 0. 740 WIIiDE1tERE ROAD MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES STANDARDS. SHEET 1 OF 3
/EASTWMOOD ROAD ~y lw 5000-00-004-00\J. Ji 6) NO DRIVEWAY CONNECTIONS TO SEA SPRAY DRIVE. 25 0 25 50 100 150 02021
1. IG~aE

~,~v _ _ _ _ _ ~ _ _ . _
~ / NOTES: ~ MIDDLE SOUND LOOP RD
1. TOTAL SITE AREA - 2.00 AC f~ 'ARIOUS DOCUMENTS (SHOWN HEREON)
2. INFORMATION GATHERED FROM VARIOUS DOCUME ~ \ AND IS NOT A RESULT OF AN ACTUAL SURVEY. CTUAL SURVEY.
v ~ ~ CONSERVATION AREAS FOR SEASPRAY
a ~ 3. AREAS SHOWN ARE PROPOSED CONSERVATION ~ h~, ~ LANDING MITIGATION PURPOSES.
~ ~I I', w 9y9~
~ ~ Q O,Q
i~~d ) I ~ I~ ~O ~O
~ ' ' ; I I '
I I' Y I SA I
a dS SECTION 1 'gym ii RA, SNUG HARBOUR
MAP BOOK 33, PAGE 254 ~ Q ° / W SITE
I ~ a ~A ~ Q
I ~ N I J
fi~ I ~ 0 J ViL CREEK RD.
I ~ ~
~ ~
/ ~ o ry
q ~ N ~
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_ J C_ ~ \ w - ~ ~ i / NOT TO 5C ALE
~ ~
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~ ~
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I I ~ ~
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f- M N w
---?L. cc U 1 w W c7 ''ice
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a ca \ o
Q a \
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lY I z°
~ Q o S85' N I 30'57"E 97.31' o /
~ o ~
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`0•' _ ~ _ SECTION 1 ~ SNUG HARBOUR m
_ z OPEN SPACE MAP BOOK 33, PAGE 254 I ~
i N I ~ ~ ~
N~~ / O SECTION 1 \
Ov / / T ~-/-j- t / / S8T55 28" / /7'77 ~ / E 218.64' SNUG HARBOR MAP BOOK 33, PAGE 254
/ / ,
9 / / PEBBLE COVE _ a. ~
MAP BOOK 35, PAGE 363 oNl ~ °o
n. / o~ o ~ rN OPEN SPACE ~
0
Z 87,300 S.F. N8T59'45"W 152.71' 2.00 AC.t Z I
J
~ ~3
p' ' ALAS ARRIS REAL ESTATE ~ tD Dl H ~ a i
~ ~ FUTURE DEVELOPMENT ~ ~ ~
\ b ~ ~ o
~ /
_ _ N ~ .
S89'33'53 W CH.208.87' C0MP051 T'F- MAID
COVIL FARM
ROAD OVr--p A FOrTlON OF
" C ov IL-
- - HARNETT TON RNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
SCALE: 1"= E ALE: 1 60' Fop AUGUST 30, 2002
1 REVISI OF rlq? PAL-A5 HA I?,15 pFAL F-5-"A1-F-
~ ~ KEY COLONY ! p.0, 130X S31
RT COVIL ESTATES GAR .,N9 ~ MAP BOOK 3, PAGE 170 ~SStO , ; VVI?I6HT5VILL1; [31;ACH, NC 28-}80
/ • F ~ • 0 • ~ r r
~ ` ~ w Q w p~ pA12f; b I`3Y;
< ~ a; -
~ •9'y , y~C,: . O 5~~,,
~'y C GL~ rrrr ~ ?rhnnurrrr
APNCL-P W, CAP50N PL-5 PC
god Nor?TH THIt2n s~~T ~ i ~
GRANDIFLORA ~ WILMINGTON, NC 2B-401 b
PRELIMINARY: COURT \ PHONF-: [phone]
SPIKE RUSH NOT FOR RECORDATION, CONVEYANCES, FAX: [phone]
100' 50' 0 50' 100' 200' 300'
OR SALES PURPOSES. COURT 1oD' ~w
N
caaPOSt~~.awy

I i
NOTES: MIDDLE SOUND LOOP RD I
1. TOTAL SITE AREA = 2.83 AC t ~ ~ 2. INFORMATION GATHERED FROM VARIOUS DOCUMENTS (SHOWI ,UMENTS (SHOWN HEREON) SITE
\ ~ ~ - - AND IS NOT A RESULT OF AN ACTUAL SURVEY. (EY.
3. AREAS SHOWN ARE PROPOSED CONSERVATION AREAS FOR ' )N AREAS FOR SEASPRAY S~ O
~ ~ ~ LANDING MITIGATION PURPOSES.

~o I
\ C ~
CA ~ v,~
~ o C ~ ~ ~
F ~ ~
~s ~ F ~
~ \ EL ODGEN Q I
I' I EL ODGEN ~ MAP BOOK 14, PAGE 42 u-
~ MAP BOOK 14, PAGE 42 ~
COVIL
s r
~ I
I i
\ ~ ~ ~ LOGATIOfV MAP
~ ~ / / 'Q v NOT TO 5CALE
/ i I
~ - - ~ ~ . ~ ~ a~ ~
W
~ ~ Q ~ ~ , a ~ - N85'18'3 "
~ DEED REFERENCE I THE CEDARS BOOK 2179, PAGE 465
~ \ .00' \ O,ti 100 ' A T AT GORMAN PLANTATION
o ~ ~~9 MAP o ~ ` MAP BOOK 32, PAGE 229 I
m \ I
S12'04'00"W S46'04'59"W a EL ODGEN 70.07'
~ MILDRED F. GREEN ~ 37.28' BOOK 753 PAGE 14 MAP BOOK 14, PAGE 42 ~ ~ i
0 m / I
~ 503'16'05"E N
241.16' 108.19' ~
4' " m i
~ i~ 123,328 S.F. ~ I
2.83 AC t S13'0T4t"W I
65.22' ~ N86'S1'Og"W 249.10' \ I
1 SECTION 1 \ I i
CONSERVATION AREA THE CEDARS
MAP BOOK 36, AT GORMAN PLANTATION
44 MAP BOOK 32, PAGE 229 / ~ PAGE tiA S4yy'45' t"E / ~
s' 61.4 ~
DALLAS HARRIS !AND CO LLC 9 BOOK 2179, PAGE 465 Js \ /
~ S66 35'19 E 55.84
~ ~ N26'4T17"W I
~ 55.81
c
o ~i q q S LINE TABLE qp F 547'34'4 "E ti_~ o a ~ Fggc ~
LINE BEARING LENGTH Op p F7I 53,08 ~
L1 N07'22'18"E 31.14 SS FS ~ ~
l2 N8 '19'5 "W 40.49 ~ q r9FF 2 0 q~ ~ S26'14'S2"E 6 i
L3 N64'59'34"W 32.31 F~ S 61.45 ~ ~ L4 N 7'23'14"W 28.53 sy ~
L5 N86'10'43"W 39.11 F- 6,3, ~ i
" O L6 N57'40'45 W 47.42 2 ;~N 7Q
L7 25.34 W ~ m ~ ~ N13'39 00 E ~ ~z
L8 N41'00'25"E 38.72 l~ Woo
L9 N07'38'46"E 44.83 ~ ~ ~ ~ v~ 1 0. 7 Q ~qq q S N ~N L 0 N 1'09'34"E 3 0 W ~ T FqF~ ~ c~ D
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'9? ,53"~
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11ARNETT TOWN ,,,NETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
so4'2~'48'E r CONSERVATION SCALE: I I 45.57 (11E SCALE: I 100' AUGUST 30, 2002 I
M ~ AREA ~K / FOp
c~-~~--------- , np~l~~ N8T49'S3"W CH.287.43 (TIE) CCI~ Q~ I
DALLAS HARRIS LAND CO LLC _ I ~///Illu4f,f I~AL ~ AS NAI?R 15 R~ AL ~ 51'A1~
BOOK 2179, PAGE 465 ~ ~~I 4 p,o, r~ox s31
WW,IGHTSVILLF f3 ACH, NC 28480
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PRELIMINARY: ~ ARNOLI) W. CARSON, PL-5 PC p
SECTION 1 ~ 406 NOPTH tHll?n 5Tf2~J;t 7~p ~
NOT FOR RECORDATION CONVEYANCES PEPPER TREE AT COVIL ESTATES WILMINGTON, NC 28401 W
OR SALES PURPOSES. J ~ MAP BOOK 34, PAGE 98 FHONE~: C 910> 772-9113
FAX [phone]
100 50 - 100 50 0 100 200 300 400
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NOTES: 1. TOTAL SITE AREA = 2.43 AC f MIDDLE SOUND LOOP RD
2. INFORMATION GATHERED FROM VARIOUS DOCUMENTS (SHOWN HEREON) j
AND IS NOT A RESULT OF AN ACTUAL SURVEY. I
3. AREA H ~ S S OWN ARE PROPOSED CONSERVATION AREAS FOR SEASPRAY rl
LANDING MITIGATION PURPOSES. I REVISION / /
SECTION 1 DEED REFERENCE SECTION 1 SNUG HARBOR / ~~N15
SNUG OR Jv1AP BOOK 34, PAGE 110 BOOK 2179, PAGE 465 MAP BOOK 33, GE 254 ' 01)
BOOK 1918, PAGE 46 ~ SECTION 1 ~ a
~ SNUG HARBOR ~
MAP BOOK 33, PAGE 254
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WESSEX CO ~ AT COVIL ESTATES ~S ^ W P~ ~SyFR
~ MAP BOOK 35, PAGE 10 ~r GE 10 j ° MAN CREEK RD.
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~ COVIL ESTATES AMENITIES _
COMMON ~y Sy AREA, INC ~ ~ ~
Ay ~ MAP BOOK 39, PAGE 103 u', ~ VANTAGE OINT I
A~', F \ MAP BOOK 35 PAGE 324 i
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~ ~ VANTAGE POINT ~ ~ i
MAP BOOK 35, PAGE 324 0 ~b
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W COViL- F-5-rATF,5
f1ARNETT TOWNSr1
~ ~ ~ :TT TOWN5t11P NEW t1ANOVER COUNTY NORTH CAROLINA LE: I 100' AUGUST 30, 2002
K~ o ~s CL SCALE: I IOC ' ~ p ~ S25'24'3C"E U
~~I, ~ 0 ~ Vr 14.2 FOP
by ~ ~I V~ s
1- 06 4 , P/N- L-AS NAI~~ I S p~ AL 51'A1~
~ REVISIO OF ~ p• 5814 , " P,o 3ox
KEY C ONY ti 8 38 E W 100.Op, AT COVIL ESTATES VWIGHT5VII,L-E BEACH, NC 28480
M P BOOK 3, PAGE 170 Pp~PAF~E ~Y: !
105,668 S.F. ~+p+++~ur~?~~ 2.43 AC f G~'RG(
.a~' ~ ~SSIp 9 0. O :~;0~ ~•y~i : 4~ ;~11
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~ ,~p9Q ~i 3 406 N012,M 1NIt2C 5T F-E-r G
VVILMINGTON, INC 2B401 L
R PRELIMINARY: •Y 3I'30" in '~i C PHONE: [phone]
NOT FOR RECORDATION CONVEYANCES w ° °'~n' GL~++'+ FAX: < 910> 772-9128 t'
> LANDFALL ~ OR SALES PURPOSES. 363,83, 100 50 0 50 0 100 200 300 400
COA(POSIiE2.dwq N
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