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t 585°32p/'E
NORMAL ~•,O, ~ Wig TER ~ O 20.62'
UNE ~ : cp IPROM GoRNERI LINE T A BL E
08/30/05 LINE LENGTH BEARING L1 39.44 S69°18'18'W
L2 15,92 S61°46'08'W
` i L3 15.63 S03°35'13"W
NWL-2 h1 \ L4 39.62 N45°19'00'W
W + L5 4.50 N26°48'32"E L6 77.37 N79°22'53"E
L9 18.58 S27°Sl'12'W
~ A2A~ *NO L7, L8 L10 14.52 N59°36'23'W
a OR Ll7 L11 13.11 N37°57'27'E
~~a/ ~~°A2B L12 59.21 N10°09'00`W
~ L13 17,48 N07°26'30"W N ~ ~ L14 95,74 N73°18'S1'E
NOTES: i ~2~~3~L22 ~ \ L15 7,66 N52°38'23'W
D - ~YETLAND FLAG ~ ~0 f~' ~2/? OO -EXISTING IRON ROD ~ v ~L23 . ~ L16 20.03 N19°55'46'E
~ -EXISTING IRON PIPE ~ .al L~ v Cis L18 20.24 S22°47'S2'W
o - cAL.GULArE~ PolNr ~~s~ A4 ~~~A = 43b.6 SF L19 27.36 N43°41'39'E
p - PK NAIL ' TOTAL AREA =3.61 AG L20 8.96 S47°53'35'E Z- L21 11.58 S55°12'36'W
w + (157121.5 5F+/-) ~ ~ Lz2 13.02 S11°41'07'E
- .4REA5 G~LGULATED BY m,' ~ ,y ~T~~ COORDINATE METHOD AND ~ ~ ` `$i~ ~N ~ L23 11.59 N86°15'20'W
TD SHORELINE. m' ~ i S ~ `~~~i ` L24 59,36 S14°19'04'E
- BOUNDARY INFORMATION ~ ! N L25 32.30 S38°03'34'W
AS SHOWN ON PLAT ~ ~ L26 64.32 S70°33'04`W L27 23.47 N77°18'25'E
FROM DB l421, P6 267. ; L28 9.17 Sll'30'39'E
- 5UR1/EY DATE 08/30/05 ; AND /2/09/05. ~ ~~,~B2 X29 23.32 S77°02'17'W
- DlSTANG~S 1N U.S. SURVEY
• FEET. ' ~1~~~~~~
i
~ N
~ ~ ~ AREA = 78l q.3 SF ~
~ ~ HYDRANT" y 404 GERT/FIGf1 TE
~ ~THlS CERTIFIES THAT THlS COPY OF TH15 PLAT AGGUR.4 IGGUR.4 TEL Y
P~ML lG0 50UND _ ~ ~ ~j B2A NGYL 3 p DFP/Gr5 THE BOUNDARY OF THE JURISDICTION OF 5EG Q Q ;404 OF THE GLEAN INTER AGT UNDER THE PRESENT L. ?F SECTION
1 r- v~'/ SENT LAW AND
~i:1 1~ , ~ B2B " ~ ~ PK lN/lNf~SHER KtC~Uf1L ITUNS .9S Ut7~1~MlN~D f37' THE UNDERSIGNED O I GENTERUNE DATE. UNLE55 THERE l5 A GHANGE IN THE LAW OR OUR WEEP ON TH13
W OUR
~ X26. ~ INTERSECTION ~PUBLI5HED l2FGULATlONS, THlS DETERMINATION OF 5EG ~ WITH 5. HOLIDAY -404 JURISDICTION MAY BF R.EUED UPON FOR ~4 PERIO BL 1/D. TO EXCEED 5 YFARS FROM THlS DATA THlS DFTERMII~A ~F 5EGTION PERIOD NOT
ERMIRA TION
E/PN40'A6'12~w ' l~VAS MADE UTILIZING THE 1987 GORI'S O~ ENGINEERS =ER5
ti.v~ B5~ C ~~l-~n oza'FROMGO~ ~ WETLANDS DEUNEATI N MANUAL.
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• 4/3.83' \ \~oi8 PK
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• ~ PlN 0648-12-96-6774 i i ~ ~ ~ COMMISSION N0. ~T~~ g8r~~ INTER5EGT10N
*THlS l5 NOT A BOUNDARY SUR?EY r~'~'fi/ \ 1NlTH CARIBBEAN
~4ND l5 NOT INTENDED FOR REGORD~ TION ~ ~ COURT
OR GONUEyANGE ~
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05073 ~~,p~~ ~y~ ~ DE816NEb HY B~ `6~`!~ L'~,,A'~ Y ~T ~Q ,~N CARD , ii SINCE 1959
~~~~~IO ~ V ~.~.i/~ CaPYRIGHT QC 2005 ~ ~r4~~~~~ Sl QUIBLE & ASSOCIATES, P.C. ~ FE`S lO~~ i ~
THIS DOCUMENT IS THE PROPERTY OF ~ = •
GRAP~IIC SCALE DRAIVN BY i~cM QUIBLE 6t ASSOCIATES, PC. ALL _ ~ ~ O = RIGHTS ARE RESERVED. ANY RE- ~ ~ 73 Q'~~ ~ Poco 9
ao 0 20 a0 ga 16d CHECKED BY ~(CM PRODUCTION OF iHlS OR POSSESSION ~ ~ ~ ~ ENGi~}EERING * CONSULTING WITHOUT PRIOR PEftMISS10N OF ~ .~Q , ~ ULTING * PLANNING
CAD FILE p5073-WET QUIBLE & ASSOCIATES, PC. WILL ~ F,~,,~ .•~•S:lf.,,. G ENVIRONMENTAL SCIENCES NGES * SURVEYING
C~WS!tNTTO TLEGAwACTOION SIB ECT7 ~i'~~//'~~ /!1lIG'111111 P~\\\\`
( IN FEET ISSUE DAiE 12/14/05 KINNAKEET TOWNSHIP DARE COUNTY NORTH CAROLINA - Pt+o~a: (2s2) 2st-33oo pox: CERTPFICATION E-Moil: qulbie~earthitn Fax: [phone] i®ecr#hUnk.nei
1 inch = 40 ft.

o~
~ ~ S, . 8.45/N / ~ LEGEND P
ION FOR PROPERTY TAKEN FROM Z ~ N Z Z 1
THIS SITE PLAN IS FOR CAMA MAJOR PERMITi1NG SURVEY INFORMATION FOR PURPOSES ONLY; NOT BE BE USED FOR CONSTRUCTION SURVEY ENTITLED TOPOG PURPOSES ASSOCIATES, P.C. TOPOGRAPHIC SURVEY BY QUIBLE & Pa^t °r c w a uhror u C.D ZW ~ Q > N
,,;0 . ~ ' ' ' ' ' EXISTING ASPHALT °ats °r ~ . surta~a. or 0-
~ L~ l~ L, L, L^1 ~"1 `'1 -1 ,1 „1 ~ ~ , Af~Y OR FORh~PLY Awl W V) N Z h ~ c
. p~ymo P~tsn * c
-max t3 G.4TH 'S,4TTER~IELD MJiY OR FORhS1LY PARGS. 2 \ Q W t~ '=t
~ ~4~ P.D. BOX 422 G~ THY MIDGFTT 5.4 TT~R~IFLD ` \ NOTE: 0 V) W d v •r~¦~ Z v
RODANTHE NG 27468 I ~~~i~' DB. 92/ PG. q.~ P.G. G, SL 23/ / P.O. BOX 422 THE DATA GIVEN ON TH RODANTHE NG 27968 \ ~ TD BE ACCURATE BUT DB. 1045 PG. 566; P.G. G, 5L 23/ GUARANTEED. Tl~IE CO • P/N 0648-12-47-7288 FOR VER/Fl'lNG ALL LEV AND DIMENSIONS OF TH ~ (ZONE.• 5/) \ PRIOR TO CONSTRUCTIO U5E VAGANT L4ND ~ • • • • ~ IS FOUND, WORK SHALL ON THESE PLANS !S BELIEVED PROPOSED ASPHALT M~9~lt Rd ' BUT THE ACCURACY IS NOT Moon. a M Or
k. ~ P/N 0648-12-97 64g5 CIE CONTRACTOR !S RESPONSIBLE ILL LEVELS, LOCATIONS, TYPES,
OF THE EXISTING UTILITIES ~ W N 1
USE: MULTI-U5E RUCTION. 1F A DISCREPANCY PROPOSED GRAVEL ' SHALL CEASE AND THE ENGINEER ~ Ra N W Z 11)
~P / ~ ~5 c ~`N~ • • • ' • • • • NOTIFIED. WORK MAY EIRNI'i°is~oa•w NOTICE TO PROCEED. MAY CONTINUE UPON ENGINEERS . W O Z 0:: 46
t' ~ E t ~ P 034' FROM GORt~t ` \ . . . 'EED. ~ wa rta Z W
d ~ e• . ~ PROPOSED CONCRETE ?'~Kar 8,,,~ W CL
EIR O.?3' 586 °O 07'~ ° ' an
FROM LIFE 3~•`~'4'~ X82 ~ \ ~'Heo~ e~
~ STRIPED 'NRN-A-R W ND d. ~ . ~ . ~ . ~ . ~ . ~ . ~ . ~ . ~ . ~ • • BEFORE YOU DIG ! I Dean Aw
- = - - o ~150~ DACE 1 2 .62 EXISTING COASTAL ~ o~ +sk, WETLANDS Z O
-0.25 ` E-
-0.5 x x ra ~ ' M.BSl. CALL TOLL FREE R M a V
~.W canc. ~ XI TIN NON-C ASTAL E S G 0 D L6 K+e D ~
BULKHEAD ~ .u- 3 ~ (2ga w.Fr.> ~ ~ ''fl`y Lam i~ ~ • N }~Ait1flNL4 d~ PROPOSED POTABLE ~ 'iS+ \ `1 . . . . . ~ . ~ ~ ` p _...~...x.: WETLANDS eneroeu 1 800 632 4949
. ~ . ' (MIN 36~ COVER) . V
s~ 3 a . p NORTH CAROLINA yI~~~ ~p
PROPOSED WATER \ . . . ~ ~ ONE CALL PROPOSED ROCK RIPRAP N . T. S.
SERVICE METER. ~ji ~t 'd a ° Slg BY OTHERS \1 ' ','.'.','•'.'.'.'.'.',a 1tODANTHB
t ~ `
d FRCPCSF~r''•.. y:~t~• PROPOSED OPEN WOOD DECKING ~ ~ ~ ` v 100 V W ~zCZE S A. tYU~OOVVv)
-0.5 x , M F,X,p . w 0- cr 0- a- a- wo m o
PROPOSED BUILDING 2 vow F~ar~ w~~ ~ w(A C O ~w wk~ J Z -J 'K F- O O
(8) 3-BEDROOM 1/2' GAPS IN SHEETING 'X6' PILES 'w ~sc~WiFn=U~Z~ X6 PILES c7~~°oo~
CONDOMINIUMS MIN F.F.E. DUMPSlER PADS ~ ' . . . . m ~ .~w PROPOSED BULKHEAD BACKFILL AREA (3,131 SQ.FT.) w0CL!Q
r:: = 13.5' (NAND 88) ~ (PARKING SUB O 3.S') \ °t N ~ O EXISTING IRON STAKE r, ~ ~ r.- S m EXISl1NG TELEPHONE PEDESTAL 1~;, ~ ~ ~ ir: ~ a''. l ~ ~ ,r NY& (NO FT ASL N ) moo m
a o!S CL 0
M a C~ . . . . . \ ~p ~ • STRATE SURFACE
't1' ~ ~ ~ \ . a ` ~ ~ \ ~j N \ . ° ~ ..s
-~.2~J X '1 9. r ~=S . a ~ \ . EXISTING FlRE HYDRANT jam' ` `°pf ~ ' ~'f ` ~ r
Q.W 2 . = PROPOSED STORM PIPE ~ ~ t/2' GAPS IN SHEETING
r X~ ~ Z Q \ ~ ~ 1 \ ~ \ .lNV=O.IP . . \ PROPOSED ROAD CULVERT RIPRAP
U n =5 U W
n Q 21 PROPOSED WATER METER & SERVICE 6'xs' P~~ES V I
I TOTAL ARE,4 TO n, . . ,,-r~p. .O. . . O V I
~ SHORELINE (12/13/06) D CAMA STAKE BY D.MOYE (12-13-06) ~$~$'WA'j'~R P~.AN AND P~ROFII NOTES: S ROME W
3.54- ?~G ~ ~i '~~3~ PROPOSED\i \~m~` N \9~`\ ~ \ \ ' C~ 6 u: ~ . W~ J J ~
(154,362.1 SF+/-) ~lM1% 032' :TALI. (TYP.)N ~ \ ~ u~`9 ~ ? ~ ~ ~ ~~'o ~o . ~ .
-0.5 ~ I -0.25 0/~ ~ ~ ~ ~ ~ D
-0.75 ~0 6.0' X p, x 1 o 1. OWNER: JOHN M. TYLER ~-8•-~ MICHELE M. TYLER n n O O
\ O p 4745 BAYARD STREET 0 _ I I I I Q Q
i s 0 V~ ~ ~ 0 PK 8K 5~ ~ ~ ~ 1' 0 N p ~ ~ 8~ :;::<::< ~ o , PITTSBURGH. PA 15213 Q Q
r ~ 'Yr• ~ S ~i:~ _~ep 0itti0 ~ PROPOSED ~..;fi ~ N . ~ ~ V s ~ ~ J ~ ~ ~ cr ~ t
%x" + / ~ Np ~ A {.rf •4Y GAZEBO ~ 5 0 r r 1... ~5 ~ ? ? c3+. . 1 , 2. CONTRACTOR: BD&A CONSTRUCTION, LLC 2' 821 OCEAN TRAIL U U
174 $Q.FT. {r.~ / ;w . PROPOSED / "Y; ..v .Yid:.;. _ ROCK RIP RAP i ~~.;;~vr. ~ At 4 . , . 41DA ~Y N cr ~ G ~ . , , , . , J . ACCESSIBLE COROLLA,NC 27927 co
AV:A:•~'tI yi. APRON N100 SF ~ ° i d ~ . • SIGN Z N . A ~ „ 0 , 3. PIN NUMBERS: 064812976050 ~ N 0 Q
t..• ~ :i i~~M1iYA1Y.ti•:•:y{y1.yM~y~y4~~1: , i , Z , d N S r' ; v . ~ ~ Q. N Cv ~
~:'Li L•Jh•AV'IAN.HVIf\N Y.1 Y: A~ ~fA1M1L1M1Y.WA:.M~y~?t•.:Y ' w.W.X'.YAV.\YMM1VIV.'.`\k. ' 4 4f, A tiLV •.~MM1LYA'.WIIWMt\ Y. •.l• ~ , ~ C { :Y.YA :•N:.Y.Y.Y.: TT// { ~LV#A!•:V.ViYAL fYI.V.:LM11i!~1':Lt\i i , O G ~ a` , ~ ~ 4. RECORDED REFERENCE: D.B. 169:., '-~~~9 r r
':vi.•~JI .:V:.V. ~ 11 •:•jfl:'.':{~~:'~.•:•:1.':~1':::•\rif1~ti~LlL Wit: _ ~e 1'ti•?'.htiY Y.':ytity'.~:•l:V4ti:titiYN: • . ~ 1~~„r vwx::::.Y .P.Y'•i7M i•: ilik ri ti~Y: hl~'N4V W.VM1i1tV.. O ~ ~ . . 4 . ' n % 1. ' • ~ ' 5. ZONE: S-1 SPECIAL DISTRICT N O
S•!:l • •w:l: ~i •M1•:l.Y/.VIA': ii.W.•.15M1 ~ tiL•.V:.':t4 .f.W :LLV PROPOSED :.::K.,::::...~L:.n.~V::>:~....~:~~,v.. ii1:i: •:.:::ith• :•::4i:V.':.•:.':.:VAV: ~ ,c o r WOOD WALSWA QtOB3.36~CTI 6. PROPOSED USE: MULTI-FAMILY BiC'!'ION Z
t.:~: :'.Y.: t R WA ; B EAK TER >:.:<.v:::.:>:>~.:::::>~:~::::~:::; :tiifi 'vi ~ •.•:A: . T :r.. ..::::•::Y:A•.~. fM::'::ilA ~t J.~ . , P
{l. ::•.titi}:w::-::V:•:ii{i•:.:•:•: itivv:•:?:':1:::•::: v:•i{: 4~}: :Ylf::'%::V.~::~":•~i':': J:L!•:: .'.V:: J:i.:::'::•:': ~ii• 1 •::~n• •:':tiV:tiv:v:ti:•:•:J:v::4:. a N / J'~ ti 4 ? PINE • a ~ Q- _,:~:°~~~~R.I~ $L DENSITY PROPOSED: 14 UNITS • • • • • • hL'~~~• • DENSITY ALLOWED: 14 UNITS (4 UNITS/ACRE) a z
h:: • ~ /Y\. ~ ' . t1 , . . c , V~~. J
w .::•Ai~. ::V fXJ . ~ ~ I ~a I 8 .3 5i= . ' V:.~ V.~ A~::::~•:•: r~•::':v:::i:•n1 .a „ a PROPO , , SED • BUILDING#1 j'.:- GROUND FLOOR - PARKING & STORAGE d' Q
:.i\\Y~Y:.LY.1:::1::.•::: Wrrv.:~.~.v.~ L~i::O:.~ • . v: iti:{i•: f~ ..:..:::.:.::.:v: :•:JjtY.:v: N.•A:Yt.t Y:l: 10'X20 +~•0 8 PROPOSED , , , , . , . . . PARKIN G ~ , , ' ' SECOND FLOOR - (3) 3 BEDROOM CONDOMINIUMS U
r lJ ~.ti~XN:::::::.V• Y :•.fjl:•N::iV:•f:::•::'. :}14 A• lvl::. Y.YJ.:•:::::::: 'ry:Jj• %`.L~~~J' i':':`::::':::•A fYl fY: A~'. i it'1.1.•.i POCKET STALL TYP. ::::'I~ : ,PK. h~nVASHEF~ . . swauE , , , BOT. 0 5.0 THIRD FLOOR - (3) 3 BEDROOM CONDOMINIUMS
':.V:.:~ VA'::•::•:':: :::V.•:':':tii':L~:':Sti:'l':':.•A':.•:•::•:i•:•f iti •.V.•r: :'J:': ~ ii:•: i•. '.Y ~N::.Y::: ...V:::::ti• iVA•:::Y: N.\' : SA WATER CLASSIFICATION A'A•:•Y:::::...• Y`.' r:::'M:•: i':•: f!%:.ti:':: ~::'L:•~:'A:L•.YAVA'.': •'.1:::.L•: ~•.:VN: t •AL•: , ......INTER56GTION , , , 'i . ~ roA.. , d 4C;~ BUILDING#2 O
iiiitiis%:iii::'i ~ i}:ii`v:•'.~v v':iv ~':•:ii:':•::VA:VJ.•:': ~:::::::.:L•.Y:• r hl• ~ •:•A i•:: ~:v~::i~tiv ~J:ti,: i•. x::r 5 CLEAR ~ :::s.::~:;;:.:<::~:~:::~::i::.>::::.::::n:>':::,;y~ . t~ . . . Q ~ v~: , . . GROUND FLOOR - PARKING & STORAGE Z
`V'' OPENING ::::::~r.: Vl:r . y o~X~ . . . b . ~ SECOND FLOOR - (4) 3 BEDROOM CONDOMINIUMS
ryy.. a , . a a, , ::::::::a~(!~~.::::::::~. AtT~.::.... ~ . . . . . . . . 1 d . THIRD FLOOR - (4) 3 BEDROOM CONDOMINIUMS
PROPOSED 9 ' , . ~L . i
BR WATER • EAK ARCHITECTURAL ~x~ 10 LN.FT. ~A: . ~ ' '1'f1 7. PROPERTY IS LOCATED IN F.I.R.M. ZONES AS SHOWN (NAND 88)
•ti~ INFORMATION AS PROVIDED ~~~4 {~f: BY EDMOND P. VIRGIU, R.A. Z ~ . ~y I R ~ r p MAP: 3730064800) (EFFECTIVE DATE 9/20/06) , ZONES SUBJECT TO CHANGE BY F.E.M.A.
IN ELECTRONIC FORMAT. 9 _ FlLE NAME A1.DWG DATED PRa r r 9 . , 1 PROPOSED _ q .
. 09 26 06. . 6 3 BEDR00~1 ~ CONDOMtNIUIrIS 8. PARCEL AREA: UPLANDS: 144,754.57 SF (3.32 AC.) • • WETLANDS: 9.799.05 SF (0.22 AC.~
i44 y ~r 4~ r, F ~ ' ~ MIN F..E. 0 -r . . . , . . . ` - ~ ~ • • -i • TOTAL AREA: 154,553.62 SF (3.54 AC.)
L;. PROPOSED s BR KWATER EA - 13.5 NAVD88 v. ~ PARKING S ~ . ' ' ~ ~ - . a w }
80 LN.FT. :vrvtiti% :r ~:$iti;:ti:tii;;:::. :~}i: i.Yi:.Y::• 1 a ~ ~ , S, 5 TOTAL AREA IMTHIN THE 75' AEC (MEASURED FROM NWL): 33,722 SF (0.77 AC.) Z
' 4 9 . ~BIL.L~O~f?D5 , i o
t~, ~ ! ~~:~;rh. / ~ ~:VA / ~ Q s ~ • • • • ~ 9. PARKING REQUIREMENTS: REQUIRED: 2.5 spaces/dwelling unit x 14 units = 35 spaces ~•r~ w
A y;~;. ~ }f!y ~ ~w ~ - . ~ Q ~ PROVIDED: 35 spaces Q
:~h f 4^ , ~ ~ O ,
~ a. s 10. COVERAGES eROPOSED IMPERVIOUS COVERAGE
-0.5 x ~ ,L 'f~a. :,L;a a ' ADA VAN ..o . BUILDINGS AND COVERED DECKS ........................13.641.34 SQ.FT. r. U
~ l'~ 1 i~~ ACCESSIBLE , . ~ . - o ~ ~ b 10.0 SIGN , ASPHALT DRIVE AND PARKING .............................................................................................14,614.62 SQ.FT. ; CONCRETE PARKING &PADS ................................................................................................4.562.90 SQ.FT. r. cnw
AREA = 15~F3.3 3F PROPOSED u H .2 B LK ~ CONC. POOL DECK .08Q.00 SOFT.
x ROCK RIP RAP 79 LN.FT. APRON N100 ~ ~ STRIPED TARN-A-ROUND , , , , , , , , , PROPOSED 10 X 20 i TOTAL IMPERVIOUS COVERAGE = 34.898.86 SQ.FT.
SPACE ~ , PARKING STALL TYP. ~ ' ' ' ' ' ' . PERCENT COVERAGE OF UPLAND AREA = (34,898.86 SQ.FT./144.754.57 SQ.FT.) x 100 = 24.10
sr; ~ jf. ~ ~ . , • • . w+? ' ~ ~ I Iw~ ~Z
4 v ..nom ..r• r~ 1, ~ I~ . , . ~ - - - - ~ 75' AEC IMPERVIOUS COVERAGE: 0 SQ.FT./ 09~ ' ~ean.RO~v
O NI ti i '35 as o 5 ....(net'....: roar
L I PROPOSED POTABLE ~ ' 43 WATER SERVICE ~ ~ ~ fi 11. SETBACKS: REQUIRED PROVIDED p ~ FRONT 25' 148.5'+ ~~p SIDE (S) 10' 38.4'+ t! F z
f~tlN 36 ~ COVER
Tl T E IN 0 EX. ~~{~ti Q 3,~,v, N . ~ NAW 0?R ~ BUU( EAD t::: ~ PROPOSED WATER ~ 8 SERVICE METER . ~ ray ae ~cr , ~e , ~ ~ SIDE (N) 10' 28.6'+ D °
Z . Q' ~ V . slzE eY OTHERS > ~ ~ ~ REAR 20' 80.0'+ SAN 8 ZOO cer~ir~ ~ zoos
I' WOOD , V ~ l 1~7 ~ D ~ BULKHEAD 1u ~ j D OP D ~ ~ nO~N 12. TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN REFERENCE NAND 1988. ~,~DSF~ _ WATT
Q i:':ti. •:~yi: ~V ti, ~ P~4 . i GAZEBO ~ courir ~D ST ~ G?UAL? ~G 13. DISTURBED AREA 91.358.21 sq.ft, - 2.09 acres ~~R 14. ALL PROPOSED UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
•••~•s. .147 D.8 o ti~L. f'IN 0 4 2~ ::,:r .147 F' q 8 G. 2 ? 4 2--9 1 . 45
iLf: z 0 a z • o .5~ COMMISSION NO.
o~ ro USA: Y~G~41 ti• Y~G~4NT L~4 OPEN OPEN ~ 15. STORMWATER MANAGEMENT: P05053
ti PROPOSED ~ ~ RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN AN ONSITE GRASSY INFILTRATION SWALE. DESIGNED BY 4LE. TAS/EJV
~ RFA A GROUND SU CE GROUND SURF CE WE A r 16. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTS DRAWN BY
ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMENT CONTROL MEASURES, WASTEWATER TAS
11.1 ~ ~ N ~ \ SYSTEM, BUILDING DESIGN, ETC, SEE APPROPRIATE SEPARATE PLANS. CHECKED BY
1.0 NWL NO FT ASL EXISTING FlLTER CLO t ~ ~P~f~E'~`iF"RF`~P+~''+'M'+ _ GROUND SURFACE N2.0 17. BUILDING 1 ARCHITECTURAL INFORMATION AS PROVIDED BY EDMOND P. VIRGILI, R.A. IN ELECTRONIC FORMAT: T: EJV
' h~ .J" FlLE NAME A1.DWG DATED 09/26/06. ISSUE DAIS
A ,r 4r A~r 1 ~ r ~r 18. SHORELINE STABILIZA710N: BULKHEAD (347 LF); BREAKWATER (170 LF) ALONG ALIGNMENT 10 1 O/O§m 'Krn
~ ,~y ` ~ p ~ ~ STAKED BY D. MOYE, DCM ON DECEMBER 13. 2006
onur,i 1v v.
51 Xy GRAPHIC SCALE
30 0 18 30 80
SHEETPILE VINYL COATED WOOD PILE
WOOD AND VIN TYP.
TYPICAL kqjiCl'ION OF BRBAHWATSR IN FEET
TYPICAL SStTION OF BU DRAWING FILE: P05053turnaround.dwg CR06SSl~CTION IF RMJMAD P AND QAZ8~0 1 inch = 30 ft. OF Z SHE ETS
PLOT INFO: DATE: 1/2/2007 12:51 PM SCALE: 1« = 1"