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N ~ r N I ka` ~ is I ~ . ~ / ~ i 0 RIPARIAN BUFFER
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M ~ ^ ` ~ N ~ r ~ r' ~ J f ~ ~ i-- CAMA LJNE
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.l ~1~_ k~ ~~r~ IA ~ ~ # 1 r • • ~ 11 ~ ~ SIL ~ ~ / ~ / i r~ ~ r- FEN ~-~N~ ` BOAT RAMP (15'x60')
RAINAGE .1. 30 D ~ . ~ ~ - S TYP. o~P
E D ~ ~rt~,~~ S x 1 ~ ~ / -r'~ ~ ~ \~i- .ter ~ 1~ ~r R . ~ • • ~ ~ _ 5 . NORMAL WATER ~ E
/x ~ / / • ~ • • ~r r ` f• , ~ I • ~ r s' rr~. ADDED DRAINAGE EASEMENT ON
` N • ~ / 4 V • ~ C 10/26/06 yyEST SIDE OF COMMON LOT SLJ
~t ~ r ~ ~ _ ~~~r~r ~ / - ~ ~,~~o
A..A ~ r / l ! / O ~ B 10/17/06 SHORTEN LENGTH OF PIER SLJ
~ ~ ( ~ r` 1 ~ k~~ r~"r 1 ' r s• r' f rf~/+ ~ ~ x rr• • • • • • f' REMOVABLE DOCK STORAGE BIN, TYP.
r r `rte.+`~ jr I f _ . y.. . . . r ~ ti~ - ! f ~ -r r ~ A 9/15/06 ISSUE FOR REVIEW SLJ
l fr„I ~~~,n rr ~..r ~.r 10' 10' 10' ~ HAVENREFLECIIVET~ REV. ..r.....,..,~ ev
1~ , 1 ~ I ..1~ N ` Y.L / . ' r/'~_ frf r/ ' l- ~~i^rh~/`/rrJJ 'T" ~ /I ~ r NiT. TYP. S I : : ~ ~ TAPE NO. URIC RLVIJIVIVJ
~ ~ N f rte- , t o . ~ ~ ' 1- I - G'~ N r~ ~ 175' 1+00 R)
i ~ ~ ~ ~r~~.~~~ r ~ 3.50 1. r ~M~~~F ~M Wes``' ~ ~ / r~ / / 'rl 9 10 - (WATER UNE TO END OF PIER
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f ~ ~ ~ r ~ f t~ 1 r ~ ff ~ 593 ) Xyi ~ ~ ~ ~ k ' ~f ~ ? f ~ ti ~ 1 ~ ~ ~W~~H (10} SLIPS
U x} ~ ~ f ~ P `f~ ~ O ~ O BOAT SUP W/ 5 BOAT uFr, nr~. N •Engineerinq ¦Architecture ¦ Surve ying ¦Technology
P 1 R ~ f ~ ~1~ f O ~ ` r \ ~,r~ +f r i ~s ~ / r'''s / .tea i ~ • ~ ((10 TOTAL) s Suite 205, 1~5 N. Church St, Spatonburg. SC 29303 864-591-3334, 864-591-3343 (Fox) * OPEN SPACE LOT HAS 94 TOTAL Box 7305, 324 S Evans St. ~~~e, NC 27834 252-758-3746. Zs2-~-39~
x1 r x`;t` tr ~i ` ( ~ ~ rte./ a / ~ r,,,y ~ r ~ 94'x4' = 376 SF AVAILABLE PROJECT 11TLE
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C • ~ , ~ / ~ • A ..r • / i P r f ~ P ~ 9 ~ 5 ~ ~ ~ / ~ ti's ~~M r. • wrrr ~l • r~ • . r,~ ` = 360 SF WINFIELD ESTATES
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rr ,rr .....~~,i• ` ~ ~ ~ "BOAT RAMP/PARKING AREA" °
+tr- s / ~ • f' ~ 6 \ ~ ~n ~ 8"-1 O" ~ ~ O PIUNG, TYP. O
6 f MARSH r~ 9 i f; ~ l'~ ~ ~ ~1~'ef~ • Bath Townshi Beaufort Count , NC ~
~ ~ ~ • DRANANG 11TLE
/r ~ f ~ 0 ~ 3 i ~ p. . ~ ~ 1 0 SEE SHEET C2.1 FOR
~ S , •0 • . PIER & RAMP DETAILS Ca m a P erm ~t ~ 6-
• ~ • ~ 10'x12' PLATFORM ll~ 3 GAZEBO
O • t~,~.,o B Pier Layout
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~ ~ ~ ~ • • ~V AS NOTED CIVIL ~76 <
~ ~ DRAWN BY DATE STARTED SHEET No.
• .~4 • ENLARGED PLAN 70 ner Develo er: SLJ 8/21/06 1 OF 2
> C O CHECKED DRAWING N0. ~ ar Water Marketing
~ o Ross Beebe q
9 Middle St. Suite 3 APPROVED
~ C 20 10 0 20' New Bern, NC 28560
~ n ~ n 1 "=20'-0" Phone: [phone] PROJECT N0.
Fax: [phone] 20050327
iM15 DRAYYING IS THE PROPERTY OF 7ME ST GROUP. P.A ANY U~, REUSE. REPRODUCTON, DISPLAY OR SALE OF 1HI5 ORAMAN6 WI~l10UT MAi177EN CONSENT OF E EAST 6 5 4 3 E EAST GRWP. P.A. IS STRICTLY PROHIBITED. COPYRI .THE EAST GROUP• P-A 2006
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CARRIAGE BOLTS 3/4" TREATED PLYWOOD
~ EVERY JOINT 2X6X6 DECKING (2) 2X8 CROSS BETWEEN 2X8 AND 2X10
~Np.~ NAILED WITH BRACES EVERY 8'
~'-OM 12~d GALV. NAILS
"B" "B"
2X6X6' DECKING . e o o e . e e e .
0 (TYp,) 2X8 STRINGER
20~ 2X10 V ~8 O
CV 3/4" DIA. GALV. BOLT
W/ SQ. WASHER
EA. SIDE (TYP.) ~ ~ ~ ~ 3/4" TREATED . e e
20' 20' 2X8 ~ ~ PLYWOOD D ~
lV
N PILINGS MIN. 8" 2X8 BUTT X 16' N
`A' 'A' TREATED 2.5 CCA) 2X4 STRINGER 2X8 CENTER
ANCHORS (TYP.) STRINGERS
(sue TMis sHT.> NORMAL WATER LEVEL 2X4 STRINGER
ANCHORS (TYP.)
o o o e .
' ~ ~
! I
M M
0 o a e e o e e o e o 0 0 o e o s e e e o e e o o e • e o e s • e s • • • • • • e o 0 0 0 • o
SECTION "A-A" CARRIAGE BOLTS 2X10 (TY ~ EVERY JOINT .10 (TYP.)
1 FINGER PIER ~ END 2 FINGER PIER DET C"~.~ N.T.S C`2.1 N.LS DETAIL 3/4"=i'-o"
~T~•> SECTION "B-B"
L i L
K i K
2X10 CA (TREATED x(10 CAP
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GALV. ROD (10' LONG) i
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SLOPE DOWN TO BULKHEAD (TO BE SEEDED OR SODDED
BEFORE COMPLETION 4X6 2X10 CAP ~
OF PROJEC'n
COMPACTED FlLL (AMOUNT OF EXISTING GRADE co (2) ROWS OF 5/8" DIA. X 10'
FlLL VARIES). a FlLTER CLOTH 1X8 ROUGH CUT TMREADED
WOOD BULKHEAD N /~~j~ j LINER FlLTER CLOTH LINER 1 GALV. ROD
SEE ENLARGED PLAN 1'-6" COVER (MIN.) SECTION "C-C"
(n~iS sH~ - x ~ ~

~ 4X6 4X6 •X6
H % j~%j~~ • ~ 4X611E-BACK (TREATED
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;n ~ NOTE: • . . ~ ALL WOOD TO BE (25 CCA 1REA?ED LUMBER) . • ~ ~ " UNIESS 0?HERWISE NOTED _ , .
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4X6. o ~ '
. (2) ROWS OF ~ ~ ~ ~
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ENLARGED VIEW
3 BULKHEAD DETAI
CZ.1 N.T.S.
F F
~4 BAR • 10° O.C.
CENTER OF SLAB '
4000 PSI ~ BAR O 10" O.C. ~
CONCRETE CENTER OF SLAB
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CONCR (15' WI ? o" O opOO~ \\~~`j~i
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~ A 9/15/06 ISSUE FOR REVIEW SLJ
#57 STONE t'-o"
TSI 161 161 lal 1711 IRI ELEV. 3.0 rn Trn r ~ nnin rnuo e r~rrn CI I~P~ A 11~ R~' DAlE REVISIONS 6Y
1 _ , • < . • , t ~ fILICf~ rMDRll~r - VVIYIr /1V IGV ~7VOVI~/'~VG- ~~v.
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c ~ c ~ ~,,.~.1g.096 J - - SUB GRADE (TYP.)
4.5f 4~ ~ ~ c ~ ~ c ~ EAST
EX. BOTTOM I I~
~ GROUP, P.A.
1=i~ ~ ~~,I i_I=~ I 1 1`~ ~3
~J ¦E~gi~,eeri~g ¦Architecture ¦ Surveying ¦Tech~,ology Suite 205, 145 N. Churth St, Spartanburg. SC 29303 864-591-3334. 864-591-3343 Fmc)
II~I~III_II1-=iI`-II 8 PILING - 2 EA.--' (BOAT GUIDE) i ~a Box 7305, 324 S. Evcns St., Greenville, NC 27834 252-756-3746, 252-830-3954 Fox
0 z PROJECT TITLE
C i C
15'-0'
WI N FI ELD ESTATES
"BOAT RAMP/PARKING AREA"
#4 BAR ~ 10A O.C. 40' ~ 20'
CENTER OF SLAB ~4 ~ ~ 4000 PSI CONCRETE CEN ~4 BAR ~ 10" o.c. Bath Townshi Beaufort Count NC CENTER OF SLAB
4000 PSI CONCRETE DRAWING 11TLE
#6 BAR O 10" O.C. 60' 2 1 /2" MIN. #6 BAR ~ 10n o.c. Cama Permit
B CENTER OF SLAB CL.EAR~ 1'YP. CENTER OF SLAB BULKHEAD
6„ 2 ~ ~2' NIIN•
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G~ • 4 NEW BOAT RAMP .a Q a a o.. ` ~ ~ ~ ' ' ~ Ramp Details
L`2. ~ N.T.S.
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///~/j~/j eww s~~ 2/os z of z
X57 STONE CHECKED DRANANG N0.
A #57 STONE
FlLTER FABRIC A APPROVED
COMPACTED SUBGRADE FILTER FABRIC SECTION »E-E~~
COMPACTED SUBGRADE N.T.S. PROJECT N0. ~
2005032
1H15 DRANANG IS 7HE PROPERTY OF 7HE ST GROUP, P.A. ANY USE, REUSE. REPRODUCl10N, DISPUY OR SALE OF 1HI5 DRAWING W17HWT WRITTEN CONSENT OF EA 6 5 4 3 OF EAST GRWP. P.A. IS 57RIC7LY PROHIBITID. COPYRI . 7HE EAST GROUP. P.A. 2006 )
15 14 13 12 11 10 9 8 7 2 S
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UNE TABLE FROA1 PT b' TO PT'E' UNE TABLE FROM PT "J' NEAR FLAG 'A1' M~.160 45.17 ' • W1.23'I 26.84 7 3 ' WL325 55.83 WL413 7.82 UPLAIID AREA UNE TABLE UNE TABLE FROM •PT 1'• NEAR MG 'E1' W1.238 15.74 WL328 5229 1M+g4 36.10 FRgJ PT~~7IJU~S UN~G '812` TO PT 'M' NEAR FLA/3 'EZ8'
1714 ALONCs BOUNDARY UNE TO PT 'F" NEAR FLAQ 'A11S' YYU61 41.18 s'~ INgdJOINC 'L53" ALONG WEIUWOS UNE MA.162 S7.OB sue. . 'E1' UNE TABLE FROM PT 'N' I~AR FlJ1G 'fl' UPLAND IJNE TABLE FROM WETLAND llPU1ND UNE TABLE fROAI p . SEAL.
~~j UNE LENGYH BEARING INCWDING ONES "WL/00" 7HRU 'Wl112` yy~,~83 37.87 WL239 36.57 'S ' S" NA.327 38.59 N~15 42.92 ALONG WEi1.IWDS UNE W1.210 59.98 'f ' YYL328 84.18 WL418 35.46 INCLUDING 'M1.500' 1HRU 'W1.511' INCLUOINC UNES 'WL570' THRU "WI,593" TO PT 'P" NEAR fLAti 'F3p' FLAG "Ml" TO NIEl1AND FLAG `M10" ~ 1 ~i1AMMUNFQI~IND 'M10" CA ALONG WE1I.ANDS UNE UNE LENGTH BEARING LINE' LOVGIH Q
SF~ L53 11.88 '1 UNE LENGTH BEARING WL184 22.81 4 • 1715 UNE TABLE FROM PT 'E' TO PT 'F' MA. 00 11.85 YN.16S 23.42 S '3 ' 3' 4~3 1'S8'W W1.24/ 21.85 4 YYL329 57.72 ' WL417 4457 'W UNE GiH .BEARING UNE LENGTH BEARRINp' '3 ' 3' WL242 84.94 WL330 3221 WL418 39.84 WL500 18 . 5 8' 0'W W157a 29.08 eA5'16` 30'47'OB'E WL243 78.63 WL331 17.12 WL419 42.48 2 7' 11N.501 99 74 'O9'W WL571 13.20 2y ~g 47 'S2' WL244 95.18 •W WL332 20.63 420 18.34 YYL502 06 S74 W1,572 38.17 S '07' 13~5B~24'E VN.245 88.87 ' 1' WL333 31.40 WL421 24.72 S MI1503 96 NA.573 •48.18 S'E ` WL246 29.72 'S '3 WL334 16.26 WL422 14.41 N '11' YN.504 4.13 S WL574 45.30 5 WL24~ 24.96 S59 8" YYL335 39.77 1NL423 89.79 ~ y WL508 Op r WLg75 24.72 g ~ Dom' ~ WL248 26.81 9'i ' WL336 24.33 UNE TABLE FRgd PT '8' NEAR FLAG "J1340' M~1.SOB .93 ' S' WL578 42.b4 • g~ 9' I9"35.07~'E VYL249 28.81 '24" YYL337 42.47 TO PT 'K" NEAR fLAG 'A41S' WL507 02 N4 '3 ' W1.577 40.09 '2 16.26 ~ ~ X34 44 ALONG WETLANDS UNE 593" INCLUDWG UNES 'NIbOG' 1HRU 'W1830` WL840 14.72 YYL849 33.8.5 :e~~~ ~O(~.($$/ 0' UNE lENa1H BEARINl3 W1841 17.86 5 'E WL630 55.88
~f ~.p ALONG BOUNDARY UNE W1101 33.85 1MU68 31.64 • 7' 'E 1718 INq.U01NG 'L54' tHRU 'L55" WL/02 .39.87 WU87 36.28 S47 'S2' 3` MIL600 67.92 03 WL842 31.51 '.gyp' WL851 Op . Q Q O
UNE LENGTH BEARING WLi03 24.44 WL188 30.90 S 'E WL601 40.11 3 '49'W WL643 36.78 4't8 'E WL662 60.89 • wieo2 4~.xs wi.eaa a~.as w~ssa a5.ee ~ ~ L-3 EU
1759 ~ 1.54 267.08 WL104 36.89 4 MM1.169 36.11 L6S 5&12 t• WLtOS 29.00 WL/70 38.88 S'E NA.603 31.82 S NA.645 35.84 • g~ yy~g~ y 3' MA.604 45.95 WL816 38.71 ~ • 'E WL605 47.36 WL855 43.95 O L•3 Ar of
UNE TABLE FROM PT "F' TO PT 'G' 1MU06 31.57 YN.171 37.72 p WL847 56.07 qg ~ ~ i' W1.608 3584 1NL648 48.44 r
ALONG BWNDARY UNE 1M.107 30.87 WL172 33.96 • Creek tad' INp.UDING 'l58' 1HRU 'L69' N4.108 33.98 WLi73 33.35 4 WL607 28.11 i~ ~~1 3' WL608 24.12 /
~ UNE LENGIH BEARING WL109 33.96 WL174 28.01 ~ L58 81.88 WL110 38.93 WL175 3214 ' 7'E W1.508 .63 "E NA.578 33.62 5 '16' 'E WL251 27.67 'E WL339 26.13 g' ~ . INCL•UDWC UNES•'WL424" iHRU "1ML498' y~,?pg 03 S7 VN.579 25.95 2 r ' YE WL252 20.30 N ' 8'S3" VN.3~0 '33.09 67 9' UNE LENGTH BEIRING W1.510 69 6 ' B'E WL580 21.80 0'29' 0"W I 'S6' YN.253 42.63 7'0 ' WL341 33.15 S'E Y4L424 51.77 '3 ' WL511 .37 Sib ' WL581 23.46 N2 "S9' 3 b '0 ' WL254 17.48 S t' '3 'E WL342 23.90 N703 '03` WL425 58.85 ~p;q~p "y~P UNE TABLE WL582 38.73 N04y8'27' 34"50' 'E W1.255 3497 2'05"E VYL343 27.48 N30'S2'54'E NA.426 62.32 61' '21`E fRq,1 PT/fUQ'Ci'.THRU PT/~LAG'C27" x.583 41.63 NiS 47' i6. 5' WL256 91.97 '27"E WL344 30.40 N 550' "f WL427 A0.34 N4 $8' ALONG WEiLAN6S UNE Y4L584 14.85 4 6 0 " 363 ' 'E WL257 97.82 4'A6' WL34$ 36.78 04 '52'E WL428 40.50 N4 INd.UDINC U 'WL520" 1HRU '1M~R4T YYLS$5 9.90 23y '3$"W 54'57' E WL258 78.58 SBB 8' B WL346 4278 0 6'13"W W1429 30.$4 2 UNE GTH BEARING YYL566 35.96 1T '89` 51'5' V4L259 5223 4'02'26"E WL347 40.34 N20' 1'39'E .1NU30 .33.65 . NIO '3g"E WL520 .b2 •W NIL587 30.72. N 047'32'W S_S~8'56'E '1N.260 41.96 N02 'W VYL348 37.34 N58' 'S9'E NA.431 32.40 N 9 '3 NL521 .59 8 'W NA.588 26.44 25~1'08'W 3 39 9'22'E NA261 28.10 12 ' 4" WL349 26.32 N73'29'42"E YYU.32 21.03 NM1.522 .46 •05' VN.589 2A.50 N 0 8'49"E 3 69'2 'S3'E VYL262 7.09 S7 '54' 7' NA.350 32.97 S60'5016'E WL433 29.81 N 9'21' 9'E W1.523 04 1' 9'W NA.590 30.51 1057'49'E 38'23' 6" WL263 36.74 OS '0 "E WL351 37.32 SS '3 ' 'E WL434 39.04' N 6 S ' 'E WL524 74 8 7' 'W WL591 22.68 2 '30"W 98'12' 'E WL264 68.95 '5 '52'W VN.352 28.06 7533'04"E WL435 21.54 72 1TE WL525 1 64 N8 40'W WL592 43.42 OB'05'4 S 'E WL26b 68.37 ~2 • WL353 37.12 S 8'OYO 1M.436 32.06 S U '16 W1.526 80 1 "E WL593 34.79' 16"59'28" • WL266 40.10 S YYL384 32.32 787 'S5 Iri437 26.99 28'3 WG527 1 .23 S83 NE1I.AND AREA `V' UNE TABIf 1S" 1ML267 23.03 7 1'0 " WL365 30.07 1NL438 22.76 N89'07'38 W1628 77 S '3 '56'E FROM PT/FI.AG bt' 1HRU PT/FUG 'b8' F2'20'49"E W1.268 8.99 WL356 29.90 WL439 22.50 WL529 10 7 ' 9' ALONG YYEMNDS UNE ' • WL269 3 .99 '3 ' VN.357 13.45 S8 NA.440 18.88 N77'S1' MIL.530 51 14 '37" INCLUDING ONES 'W1.55C 1HRU "WL558' 'b'f79 54 E WL270 37.56 VY1358 3 .23 YYL441 34.35 N31'5 '21' WL531 1 .13 N5 b 01"W UNE LENGTH BEARING K• WL2?I 31.4p SSW46' 0' WL3S9 3277 g WL442 32.18 N16• '2 'E M0.532 18 N26 4 ' NM1S50 49.29 S8775'28'E WL272 23.89 '13' 'E WL360 30.70 MA.M3 i 30.61 N23 '04' WL533 2 60 6 ' 8"E Wt551 35.20 S7 • 534"E 3~''~C~31"E WL273 19.82 N •78 YN.361 30.11 WL444 ' 27.03 N3 '475 WL534 .38 S85 9'27" YYL552 13.18 S5 'Ot' 9'E 3' IN1.609 30.88 '1
i 1733 o g ~~~4 L57 23218 WUtt 56.39 4' WU76 32.42 ~6' • ~,o 2~z~42 N~SR 17'15
1716 Gem L58 96.06 1M.112 37.55 S4 ' NA.177 22.81 'p •0 ' s L59 208.15 MA.113 45.26 7 ' MA.178 31.09 N64"50' 'E w 1M.611 ' 42.03 '25"E
' L60 121.75 WU14 38.38 ' 4 MIL179 53.85 N56. 5' ~ ) L61 97.43 YYU15 34.06 YY1180 M.80 N663 ' 'E W1613 29.28 N b ~ 60' pU~u~ CREEK ROgO
~ ^ _ Ho/f L62 143.39 W1i18 3230. WU81 48.55 N54'57' E w~s,4 2a.~s ~,s R!GHr-.pF-. rHis cERnFiES `~W x~"6~5 X0'94 ties ~ wAY ACCURATELY DE x.6,8 ~s.3s ss~~so •s Np JlJRISOICTION OF ZTIFIES THAT THIS COPY OF THIS PLAT
l63 12215 VN.117 15.62 VN.182 33.33. N51'5• L64 130.78 1M.118 39.50 WU83 35.50 N X8'56' :'w wtsn 3s.~~ . s ~24~ ACT AS DETERMI rELY DEPICTS THE BOUNDARY OF THE TION OF SECTION 404 OF THE CLEAN WATER
VICINITY MAP L65 142.42 6'33' ` WL119 31.13 34' WL184 23.21 3 3 '22' ,'w wists 2sas s~4 ' GATE. UNLESS ~"E w~sta seas tro3.2 •w NPK DIES N 83-07-04 W r DETERMINED BY THE UNDERSIGNED ON THIS
L66 188.87 N 33B' WU20 66.11 WL185 46.15 $ g'S3' NOT TO SCALE L67 84.58 NB 4'39'W WU21 60.00 5427 ' VYU86 42.94 gg'Q$• g" ~•e w~62o 3260 •o~~ 9- 1 OtJR Pt16USHE0 )NLESS THERE -IS -A CHANGE IN • THE LAW OR
L68 85.43 N26'09'32'W 4N.122 45.07 S23'00'34' WU87 25.69 S88'12' 'E UNE TABLE FROM NIP 'A" TO PT 'B' UNE TABLE FROA1 PT 'C' TO PT '0" L69 8236 N1533'07'E YN.123 37.31 S23 3'4ti MA.186 44:86 'g ,.w w~62~ 23 ~s x,52„ 14.73 FROM AN EPK IN 1 SEC710N 404 JU y~e~ . THE C~N7ERUNE ~ PERIOD NOT TO ;LISHED REGULATIONS, THIS DETERMINATION OF 404 JURISDICTION MAY BE RELIED UPON FOR A
ALONG 80UNDARY UNE ALONG BWNDARY UNE UNE TABLE FROM PT °G' TO PT 'H' r1iU24 38.14 1NL189 57.88 INCLUDING ONES "U THRU 'L18" INCLUDING "L20' 1HRU 15Y q~p~,~G BOUNDARY lWE WL12S 23.86 1' WLt9~ 23.61 ~g~ wi.62~ 3:04 ~ INTERSECTION OF NCSR THIS DETERMINA WL624 2x.85 g ,2 • 1765' ~t NCSR 1765 CORPS OF ENGIN JOT TO EXCEED FIVE YEARS FROM THIS DATE.
UNE LENGTH BEARING UNE LENGTH BEARING INCl.U01NG "L70' 1HRU 'U5' WU28 35,gg WU81 32.30 Li 24.28 S6 5'35'W l20 182.76 07 '36'W LINE LENGTH BEARING WU27 33.12 W1.192 46.82 "pg' VYL628 33.82 g GERMINATION WAS MADE UTILIZING THE 1987 ?F ENGINEERS WETLANDS. DELINEATION MANUAL.
L2 17.69 S22'06'03"W L21 53.44 S4 • ' 0" l70 314.88 4'2 ' WL128 34.88 YYU93 61.63 • W1.626 4270 S8 3'
l3 16.83 N63'17'22'W L22 122.11 N '141 'W ~Sy,gg O6'43'37"E 1M.129 26.93 S 4 ' MIL194 52.71 p4• l4 2205 41'47°W L23 55.00 9 ~M~ L72 61.83 9.1 'W WU30 34.72 WU9S 20.66 i58' VYL627 38.32 570'03' 2' V! = WL628 17.72 586 5' "E 0
LS 44.29 S12'0 03"W l24 42.38 N 1' 173 116.64 58 '04" WL131 23.66 VML196 30.52 " L6 36.34 S 9'19'54" L2S 54.67 r1 ' L74 506.17 N '4 '13" 1M.132 20.02 1M.197 51.20 ggg 'E WL629 26.96 427 '25"E N "E wisao ~o 0o ss~o~ao~ v ~ NAME
L7 60.19 S62'06' L26 62.29 73"S9' L7b 372.71 7 ~DO'45'E WL133 33.45 7' YYL198 73.88 X7'3 !5 W1.274 34.24 N70 WL362 21.13 NA.N:f 28.87 N 1'20' 2 Nf1535 2 07 5. 6' 7'E WL553 29.7f S07'40'32'W
L8 130.03 S68 38' 2"W L27 51.18 N 3'59' WL134 36.12 WL799 151.29 S p 4p` L9 86.$7 S22"22' 4'W l28 124.88 '03'58'W W1,13S 37.63 WL200 97.33 85'57'44" X7'3 ' WL275 42A8 9'06' 1' NA.363 32.07 N WL448 30.50 14' 7' 1'E WL536 .10 S2 • 1' 6 W1554 11.85 SH3'21'S2' 16 0 40` VYL276 39.44 N54'S6' S" NA.364 45.88 6 MIL~147 44.15 '59'4 ' WL537 2 .60 S76 "W NA.55S 74.26 S87'47'S7" I ~
UO 55.27 S '54'29'W L28 63.07 S36 '48'E yH,138 36.p.1 W1,2p1 67.06 9'47'E l11 84.03 S68'48'33'W L30 85.34 5' S06'4Y y4l,137 25.93 W1.202 3.84 S00'2B'19'W. {5'57'44" W1277 41.87 N63'23'3YE YYL365 23.49 '57"E NA.MB 36.14 4 '39'W WLS38 S 12 '18' WL556 18.30 g •qg• !5'19'47'E WL278 45.69 60'36'34 E WL366 3279 8 3' VN.449 X3.83 N NR.539 4 15'1 ' 'W W1.557 24.63 Ot'32' 7"E Z z nnE QP~1 n ?ojeer
U2 98.80 S55%t0'07'W l31 46.37 S "W W6138 26.17 NA.203' 67.26 86'0 '19'W 10'2B'19'W WL279 48.11 • 3' 6"E VY1.367 39.41 N 9'54' 'W WL~50 21.35• 503' 'E ~ N7.540 .78 84 'E ' VYL558 18.53 3'OB' 1"E 'E ~ ~ I 10 ~ DATE ~ ~ v _ ccaA~ 7 AWtWb(p
L73 145.29 348'f0'41'W L32 117.31 S60'0~'25'VY YYL139 26.46 ' W1.204 97.56 6'13'53'W U4 61.$8 S2 '21'04"W L33 108.62 N52'N'5 'W yy~,1~{p yp.73 4 NA.203 150.88 N8553'1 'W I6'0 '19'W VYL280 14.72 3134' S'E WL368 42.34 NU8'S '4 'W 1M.451 2&06 S73.48' 'E WL541 28 ~ •g t6'13'53'W Nt281 41.18 09'00'57'E WL369 57.93 2 ' 9'28' WL4S2 31.99 S51 M11542 263 3•g A0.0 too4p&;ZZ I I • [C)l
l15 113.11 N8042'26"W L34 106.44 589'13'01° WL141 25.40 WL206 73.90 N85'59' 1'W 1553'1 'W WL282 33.90 WL370 43.OS N00. 1'4 'E WL453 35.81 SS 6' WL543 4 82 0~8'10'E
l15 128.49 S68'42'36"W i.35 129.79 515 32'14°E YN.142 34.18 WL207 50.94 N 6'29'40 U7 157.52 S27 42'44"W L36 88.59 S69'45'46'W WL143 36.7b Wl.208 28.Ob S87'08~ U8 187.03 N7044' 'W l37 157.94 $28'ZZ'S8'yY yyL144 25.60 WL209 4238 $p 5• 15.59' 1'W NA283 46.79 1 43'1 WL371 4280 5 3 '17"W WL454 24.27 S59'11' 5' WL544 S 78 S64'2 ' 6" IB"29'40 1N1.284 50.86 4 ' 4' W1372 55.29 4' 'W NA.~155 53.49 S79'1 ' WI.545 1 75 $ 7' ~ ~ ~ r °f LEGEND :GEND
~7'08'S ` YH28S 26.09 7 ' 1'18' NA.373 37.43 N24'OB'OS' 1NL456 37.51 69 'E W1546 2 S Ob 'W I 5~'0 '12`W WL.286 41.29 S4 ~1'21'W WL374 26.47 N2g't3'29'E VYL457 26.35 N604 'S3 ` i a .i
UNE TABLE FROM P7 "8' TO PT "C" L38 156.77 S89'44'48'W NA.14S 25.05 S WL210 38.16 ~ • ALONG 80UNDARY UNE l.39 44.19 N 8'14'17'W WL146 24.37 4 W1.211 26.36 ~ • 'S ' WL287 40.96 50 '4 'W VYL375 9.50 $BpryS' WL458 17.88 z; •g {Zt{ NPK = N g NIP = NE RIW = Rl ~ = CEN o = NO' CEN~RUN~B 'K = NEW PK NAIL P = NEW IRON PIPE
INCLUDING 'U9' L40 188.00 S2674'32'W WU47 27.87 W1.212 15.21 S 0' UNE LIIJGIH BEARING l41 246.86 2'47'20'W YN,148 47.75 LINE TABLE fROAI PT 'D' NEAR FLAG 'M L19 69.72 744' 'W L42 248.66 ' 9"W VW.149 33.78 rp PT "C" NEAR M~ 'A33r N WL288 3~ 81 N85'29' 2"W WL376 52.99 '02'32'E WL459 35.00 N '57'37' ' 0' W1.289 44.94 51. 8' 'W WL377 49.81 S16'20'03'E WL460 48.07 qg~' tW = RIGHT--OF--WAY
C FLAG 'M25'. W1.290 41.42 S75'27'10'W WL378 41.33 S10'S1'49"E WL481 58.65 4739'50" CENTERLINE
L43 272.50 'W 1NU50 39.18 ALGNG 4YElUNDS UNE L44 34.60 7 '30 1M.151 34.54 INCLUDING ONES "WL213' 1HRU "VYL423` ~AE33T MA291 50.14 S6 '02'25'W WL379 32,80 S31't '49" W1462 27.74 N42 4 'E ~ ,~4~` W1.292 65.13 89'0 '09"W ' NA.380 28.72 S17'22'16"E WL483 28.97 3 •5 = NO - POINT SET
L45 255.87 74 9' WU52 44.83 UNE LENGIN BEARING L46 89.30 17 WL,153 45.38 SB WL213 29.40 WL293 45.54 S64'3~' "W IM.381 53.21 Stt•89'U6" WL~464 38.75 N61. 9'49' SEARING WL294 76.86 S7 '00'13" W1.382 26.90 S03'2 2 'E. WL465 29.46 970' 9'
L47 142.29 VYL1S4 38.39 WL214 37.62 • WL295 19.42 8'36"W W1.383 36.03 'i '3 ' WL466 42.81 g5•
l46 310.15 Y4L1S;s 44,48 WL21S 47.22 • 149 77.91 ~ NA.188 38.32 S 441216 37.78 ' ' WL29B 39.64 WL384 38.24 S71'07' NlL~87 27.66 N51• • • WL297 26.89 `E WL385 47.42 WLA68 35.76 33 '
150 90.00 M YYU87 28.84 Wl.217 40.87 6 '4 i VYL298 44.02 WL386 48.19 7 'S ' NA.469 25.07 N18'15' OlA R~A~
l51 71.59 YYU58 35.81 W1.218 4k16 • 152 69.11 441158 50.84 V4l,219 ?2.90 ' '4 WL299 41.41 NA.387 42.02 '2 ' M,~7ip 45,,g4 3 NM1.300 42.68 '0 ' YY1388 28.21 9' 1ML471 28 32
. . WWL2n20 65:e10' WL301 69.82 1• WL389 44.16 S8 WL472 37.10 g • WL302 41.87 • WI,390 33.28 NA.473 26.52 ` • YY1.3Q3 47.78 ~ WL391 33.40 9'S '4 ' NA.474 31.07 ' 3 WL304 SS.89 WL382 48.36 53`1436 WL47S 32,72 N Nlp
W~~^.fnZ'~ Bw~~VaL= • 1 M
n~.if.L a~~W ~ "H' W1.223 70.34 N 'E ' 'E WL305 39.46 3 7' WL393 31.31 9'20'4 NA.476 18.86 3~
~ ~ WL224 34.95 • ~1~j 6 WI.225 16.98 N ~ • yyt,3pg 39.74 NA.394 44.51 2 '3 'E NA.477 43.48 579 ' O
P~'~7;1^~- ,~~,g~ WL226 20.40 '1~0 09'E WL307 76.36 4 NA.39S 4008• 76 41' "E WL478 53.76 N8 1' • WL396 30 83 293 ' WL479 40.42 7~7' a
NR227 26.31 g g• • 9' 1M.309 39.39 NA.397 34.78 7'S W1480 48.87 g B 6 YYL310 32.89 8'1 ' 1IN.398 35.57 '1 " YI~.481 29.48 N5 ~ I c
P~~ ~ NIP w~z2a asst es s f,~ P ~ w1228 48.16 ~ • • i ' 1M.311 36.77 1"W 1NL399 23.12 W1.482 39.18 •
~j 1M.230 29.79 • / ~ YM231 35.47 g • WL312 58.62 'W 1M.~W0 J8.44 YVL483 32.73 y • B WL313 33.68 9 '1 'W NA.401 '34.56 INL484 31.25 SB a~ • ~ ~ ~y ~ r
~ WL232 31.65 • A~~ WL233 3277 4 • W1.314 39.86 1 4' 'W WL~02 33.02 NA.40S 33.75 g7
P WL234 40.53 • i4 NA.318 21.78 N '22' 'W 4N.4Q3 34.34 yy~,{~ 30.g,~ • WL318 30.02 W • N7.404 34.94 0'44 N~L487 30.68 r
VN.23a 39.37 x'11'28"E WL317 17.00 '0 NA.40S 30.39 5 4 ' WU88 3 ,09 WL318 33.18 38'15'W NA.406 35.76 30 ' 7' NA,4a9 3p.10 2 7'
N WL319 53.32 ' 7'W WL407 40.07 N07'4 38' WL490 24.64 •ti"~ ~ ~ ~~p Q ~ I o ~
, N~? t 65.81 N 8' 2' WL408 x/3.85 8 '2 ' VN.491 27.12_ 37878't7'E ~ ~~m ~
~ ~ o~.o~ 8 33"W w~.~o9 nao b;4' WL492 30.44 8 • g WL322~ 54.57 N 8 IkL4/0 34.44 WL493 22,E0
W1.323 53.60 '1 ' WL411 39.03 W1.494 4g,pM1 »p b ~
~ / ~ NR324 7.58 VYL412 33.17 NA.493 38.13 8gp.3Z WL48a 20.20 ' ~ 884.8 ~ Q , '~b~
L'l~ P~,6 p~''
P~ f-cxFnaeu-~ ~~d„ CLEARED ~ N yg A9~ ~
. JN ~
r NIP CLEARED ~ P~ °~'~r~ ~ X F9 ~ ~ . ~ ~ i
Pg3~' b~ ' woos-~ ~•-•e o-•-o~• S' ~g9 ~ ~ F~,6 Q ~ ~ A .
9"~1 'a.~ yce 3a p ~
X P~9~~~ 'i` NIP
UPLAND s S gy .~'11~ r . S~ ~
ay Q ~s~~ y~ ~ / ~ NIP "A"
/ ..o ~
P / ~
NOTE: T1E UNE (NOT SHOWN) ~~p ~ 0, f.yyppps.f ~ ,~9~ /.c,~y' ~ NIP ~ / ~ p.~g9
FROM PT "G" TO UPLAND N 68~~ ~ ~ r~~ ~ 0~ D
AREA WETLAND PT/FLAG "61" ~9 ~~p`~~/ , ~ NOV Y 6 2006
N 86'30'45" E 232.86' ~ NIP "R" FROM NIP LR"ETONWEILAND , ~ v J~ / ~ m s ~~r
~ p P~1~ • ~0..~ok ~ ~k ~1c t ~WwEna"s~ AS Sn' &Wa
AREA "W" WETLAND PT/FLAG ~ P~~/ ~ b ~g~3~ 3j Q j • ~ oe ~ S~Q~ c~ ~ ~
-0'O'• X ~6~(~ e 141..90 ~AC. f TOTAL Q 33.73 AC. t IN WETLANDS ~ a c ~ "C1" S 48'06'23' E 360.06' / ~c~S~ ~ ~ ~ ~ ~ c~ ~,,6 ~j
~1° t ~ ~h m / ~t~- ilgl~
PROPERTY UNE IS THE MEAN HIGH WATER UNE OF PUNGO CREEK. (MEANDER UNE 1' q ~ haoPatnr uNE is TME
IS THE APPROXIMATE LOCATION OF THE P6~'~ MEAN HIGH WATER UNE.) ~ ~ { ~ P"- 1 ~ „k . p~ ica~ of c~aPS cur ~ aid b~ g ~ / ~
~a~,"~ , _ Cr9 ~ti~' ~ NO' DATE RE B ~ sic ~ REVISIONS BY
'gym ~~-a~-~A b / p,~s ~0. ,4 Q ~ s+tc
PUNGO CREEK P~$~'~ ~ ~ \ THE
No T lE: TIE LINE (NOT SHOWN) FROM PT "B" TO WETLAND ~ AREA "V" WET(.gND PT/FLAG
a~ Pg~ .~c
i "Dt" N 25'33'10" W 350.63' EAST
J~ • ~••6, kY P ~ ~ '~c
~ ~ 'C" b~ .~,'.O G PROPERTY UNE IS ?HE MEAN HIGFt WATER •Engineering •Ara UNE OF PUNGO CREpC. (MEANDER UNE GRO-UP PsAw
.nl~ ~ IS 1HE APPROXIMATE LOCAl10N OF 1HE• Box 7305, 324 S Evnna SE. Q MEAN HIGH WATER UN&) zg •Arahtitecture¦Surveying •Technology
P00 .yi`' ~ ~ ~ ~ ~ Ott ana sE. Qeenft NC 27834 252-7ss-3718, 252-a30-3954 (Fa)
A O~'•' P~'~~ ~~~,~,t19 . PRWfCT 1171E
r 1 y Albs ~ 2~2 .ra. ~ 0.'~• ~l~~ r yc atc
O ~ ~ ~ :ar' P~B~cr.:. P,~~ P~ GPS CONTROL POINT - 8" SPIKE y A N = 845.116.305 FT. (GRID) P~6 m ~ 0 ~j .3Yr.
~ A P~6~ ate. A6 ~y.,~!~'~• Q ,a~.
~ P~~ y.1~' A E = 2,681,919.462 F7 (GRIDS WINFI BATH TSP NFIELD SUBDIVISION
ELEV. = 4.83' (NAND 1988)
i.;_i _r .k7i "P19~ ytn
A~'~9 q~S~~~t P,~O~ ~•'O~ TSP. BEAUFORT CO., N.C.
Vn CE~AEIERY ~ ~.0 w~3g ~.~..a P,,~ ~ y'` PUNGO CREEK oRnw~NC nne
Y- ~t~l Y
VNETLANU A~?~A ~ = 3.98 AC.t ~A tnt2
A-a o.~ d uP~A Y 1NETLAND AREA "Y" = 18.56 AC.f .E p~ v., ~ UPLAND 'Mao ts~ W WETLAND MAP
. sf X WETLAND AREA "X" = 10.91 AC:t . , ktsfs ~o% M7'~
NOTE: TIE LINE ,(NOT SHOWN) FROM GPS oWaRnMarT
CONTROL POINT "A" TO UPLAND AREA AT PROPERTY LINE IS THE MEAN HIGH WATER = 200• SURVEY
WETLAND AREA ~IN» = O.~ ~ AC.f WETLAND PT/FLAG "M1" S 80'0 '02' E 289.99' LINE OF PUNGO CREEK. (MEANDER LINE DRAWN BY OA1E DATE STARIEO SHEET NO.
. ~ IS THE APPROXIMATE LoCannN n~ Tug SII~ 9 / 0 /97 /AR
WETLAND AREA p ...r 0917 AC*:t MEAN HIGH WATER LINE.) 'Wawa
CHECKED oRawnrc No.
W
APPROVED
K PROJECT NO
Sul
n+ ow?wieIo IS- M rWavatn OF-Vit EaT P. TWI 2005032 0327
' ~,...y,M-•.W~'n.i;.IL~~1i+Y'o~N~1{~MWVP61W'gi2t~'I~~i~f.J'N~r... tiN..'M~~•+.nb.~•r~..... M.N.•n is M1 ~..Yf+.. ~ +Y.,rw« . ?