20080704 Ver 1_Site Plan_20080416

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LOT 8 ~ LOT 55 ~ rL-' ~ ~ CC3 Q Co
- LOT 35 •'I'- ''I'~ r u E _ 0
_ - LOT 34 ~ M ;1 WYSOCKING BAY SUBDIVISION » Ak ~ / / ,,~~,J
PHASE 1 a'+ PROPOSED 4 WATERLINE ~ EXTENSION ~ LOT 12 P.C. C, SL 91 G y ~ I q~ a ~ ~
°o ~\rr\\ /\\r iE - °Zi (j)
LOT 9 a~ - `°.~'6
. 0'S - 9a rk 1111 ~ ~ m
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- ~ ~ ~ • g'40"E~.376.62- 1 5.,x.1; N " a9 227.09 - 0~1 , o? L$ 1108 w
PROPOSED 4 WATERLINE 7 gl' ao ~ f
~ EXTENSION ~ 1• ~ LOT 10 1ze . •2ti°~, ~ LOT 24 „ ~3 .
cd 25,000 S.F. y c ~y~ Q Q 1/I ZYW AW
LOT 11 0 0 0.57 AC. . o ~ ' ~ N.T.S. N.T.S. °u~izm~ ~Q a L v, _ m o
_ WYSOCKING BAY SUBDIVISION ~,•o~'~ + - PHASE 1 aw . ° o ° CL C4 EmLmm to =
N81' ' ~ ~ 23T~`; P.C. C, SL 91 G M 08 5p'~ 9q ° R/W R/W m~taNa aaEwoo E z a d a v a Q m
t~ , 6~ `5 0 .?~~'p0' p 5D' RIGHT OF WAY q ~ .49 ~ .0? 0: ~nNO" fOQ.omm Q~wLaLL~ ~ i`o~~m
~ LOT 23 ' ro y o .1. ~ Aec ABC
LOT t0A ~ e 1~ Z 25pp,000 S.F. ~ ~ i< seou~.DER seouLQER ~ 1 uj •0.11,57 AC. °tiy 4 Q VARIES 5' 4.0' 2.0 18' GRAVEL 2.0 4.0' SH 12 0 1 _4.0' 5' VARIES ~V g •
- , M ~ ~ a 1 GRASSED 'Z, 6 y 657.45 37.98 1? . •sa' °g1 6 sHWLD~ER SHOULDER GRASSED v SHOULDER
I ~ -ti• ~ y45 E . - °'.C6 1 4".t' t)_- 4'.t~ _ t'a' l~ti x.11381'3 r 1~t 1 , k N o~ • 1' >
A ay g~ ~ ' o N81'08'g0'~, ' ~ ~ t ~ ~ ~ 0.00 ;r:; o d.
C5 'v 3 alr, , .~-25.p0 - LOT 20 0 0° ti~ ui `0 LOT 22 0 W t I- J t 1 L. alp, ~ 1 d~ i 3 3
0 2.07 ~ 25 001 S.F. ° ° aD "1 ^ ~ s 3 ~ X25 ~ ~ , ~ ~a ' o ~ 25,000 S.F. ^ <
19 y2 0 4 0.57 AC. ~ Z ^ 0.57 AC. ;n ? / / / / //~~f'7j" ~ • . LOT. ~1 o ` °o • . ° o ~ W.L. ~ \\\\\i\\\,.
0 25,352.5.F. ~ 217• -
o • ti. e o 0.58 AC. ~ 35 4 3, 9. 81 ~ OOX COMF O I N ~ N81' ~ • COMPACT SUB BASE (1 IB BASE (100% COMPACTION)
' h1 08 5 ~ a a. » 54.97 0"W ~ ~ e ABC STONE 6y L- .35'45 E 2 ~ ~ ~20•O0 (98X COMPACTION) NO BASE COURSE SHALL BE PLM u1RSE SHALL BE PLACED ON
N61 6a ~ LOT 19 ' ~ N MUCK, PIPE CLAY, ORGANIC MATTI ~ 0• 8 ~ ~F UNSURABLE MATERIAL ~ °o ~ 25,001 S.F. $ , . M 3a ,2 Q~lOT 21 cv CLAY, ORGANIC MATTER OR MATERIAL
LOT 2 .57 AC. • '5,000 S.F. ~~'ii~ O Vt O N,t . w
25 642 S.F. ~ o 0.57 AC. N.T.S. ° ~ 6y ° ~ ° ~ C 5 z
0 6y3~,o 0;~t3' AC. 40 ~ - ~ a J I 217• O
.2?~ yy a?~ y 7.87' N: 81•gy 45 E • 'y ~ . ` V >cf) o
81'35 ro. Oo1 ~ ~ 81'08 5p - N --1 I "w , ~ ,
~ ~ N ~ v' °Obt70 ~ LOT 3 0 ~ 'v LOT 18 0 .m , • ~ ; y, ; y X547F7CA770r111 W
v, > AMA PFf~+HT 0~ (~9'T~FICATK ° ~ 25,001 S.F. ao ~ 06 C ~ 25,93 S.F. ° m ~ 0.57 AC. y '°°2e o
o ~ to a~°~,~,p~6AC. ~ C AREA DESIGNATED HEREON THE 0 O 6• 6• ~ ~ ~ , p• 0 ~ 7 DN W
~ y , ' 26p•78 ~ ~ 1 21 ~ IS IN PART LOCATED WITHIN °gy ~ .35 45 E ~ ; I 81'35 45 E , . ~ N F ~ HIN o
z ~N81 ~ ~ I N ~ EXISTING DITCH / ? IS IN TOTAIJTY LOCATED WITHIN ~ / o ~ ~ R.B. FARROW WITHIN
b ? IS NOT LOCATED WITHIN ~ ry oI ~ o COMMON AREA D.B. 169, PG. 690 6
~ LOT 4 °o LOT 17 0 ,o 201,587 S.F. ~ 3 S.F. ~ AN AREA OF ENVIRONMENTAL` CONCERN AND CONCERN AND--
0 26,22 ~ 25,001 S.F. o 4.63 AC. , ~ ~ 0.60 AC. 1 e v! 0.57 AC.
~ i, ~ a`' _ ,~yy o (3.2 AC. POND) ~ . ' z ~ ? REQUIRES _ <SY/~~~,d~S~o/I 6>ya$0 6 ..~6g'68 O ~ J ~ DOES NOT REQUIRE ~I.
rn ~ ~ 3°451 ~ r : ~ "~,40 ~ ~ l ~ t° eg • ' . ~ ~ '45 E o• „w ; IT PRIOR TO CONS T10N OI • ~ o ` N8135 ,o 3 A CAMA PERM ANS TION OF IMPRO MENTS.
LOT 5 y3 ~ .o• •y ~a y 26 513 S.~. v' ~ ` o
' I ~ ~ T 16 ° 0.61 AC. g v, LO b o ~ o DA CAMA PERMIT 0 CAMA PERMIT OFFICER
~ ,J ~ o 25,001 S.F. a w , a 66.58 0.57 AC. v1 u1 ,45E 2 ~ ~ •Q n
1 ~ a " 15.41 09 '40' a5ti ° '35,45 E 2 S)326, ~ .o• y 6. ~ ° O
' LOT 6 , yo N81 J ~ oi81,s3. 0) E •y ~ w o 26 904 S.F. ~ 244.8 ' ~ 11~ay~ EVELOPER: WAG LLC LL W
~ ° ~ 81,63, 8 o.n. 1.) OWNER/D , ~ w n 60.62 AC. tr - f? P.O. BOX 278 278
a$ ~ LOT 15 ~g 8162, , OQ. ENGELHARD, NC 27824 •P, 74.65 26,423 S.F. 6 RD, NC 27824 C \J
~ '35'45 E 2 ~ , 0.61 SAC. ~ 53 ° ; ~ [phone] 5-8200 [ / V
' ~ ~ ~o' ~ ~ °1 ~ ' ~ AREA TO BE SUBDIVIDED: 934,433 sq. ft. / 1.433 sq. ft. /
• ~ ~ ~ L T 14 0 21.5 acres (coord.n LOT 7 ~ ~gti ~ : - \ / 26,437 S.F. LOT 13 5 acres (coord.meth.) CY) ir 44:zQ
1 28,997 S.F. ~ • V ~ h ~ c~ , W. C 1 0. 1 AC. , 25,998 S.F. ~ : z 3.) NUMBER OF LOTS. 24 LOTS
In ~ 0.67 AC. 6y ~ ~ 0 2 0~ ~k;; ~ ~1 ~ 0.60 AC. (1 COMMON AREA & 1 WAT Q ~ \ - AREA & 1 WATER ACCE S AREA) z W cxl
g9 ,~jCO E , tij~ N ~ X Q. FT. / 0.74 ACRE
~ ~ ~ ? o N ~ ~ 4. AVERAGE LOT SIZE: 32,225 SQ. FT. / 0.74 1 6 ~ C / )
.n G2 ~ LOT 8 y~ ~ ' PROPOSED 4x4 x4 TEE 25000 S.F. ~ G 30.g . C12 (2 WITH THRUST BLOCK 5.) MINIMUM LOT SIZE: 25,000 SQ. FT. / 0.57 A ~ J °6ti ~ 01 `fi'r,.. 0 66 4"x2" REDUCER Q. FT. / 0.57 ACRE J
r ~ 0.57y;~AC. ~ 0~ ~ , •)8 C11 ° l3 2" BLOW-OFF NE TABLE 6. RECORDED REFERENCES: D.B. 211, PG. 96 A~ 211, PG. 96 AND P.C. , SL 91-G r~r??
o zd ~ 0 6 h RECTION cv ~ gT ~ °y 1• ~ ~ >z~=::=`~:;;.;- LINE LENGTH DI V CL
~ ?9, ~ ~ p 9 3:2 •,;r,..-^., :;<.-M.,. ~ » 7. PROPERTY IS LOCATED IN A F.LR.M. ZONE AE o ~ LOT 9 ti o C _ - L1 25.00 N16'33 53 E ) F.I.R.M. ZONE AE (EL 4.) _ :ECTIVE 5/15/03) O z
N o• 7 ~ PANEL 70133 8673 J (EFFECTIVE 5/15/0; I ~ ~ ~ 25,000 jS.F ~ ~Og 6j9 '-_~,"r° ~ ,2a L2 45.69 S73'2606 E ~ N b ~ 0.573`AC. ~ . '~1~• 8 , : 3 S73'26'O6"E ~ 3
S • .c~' ~ : d L 83.13 8. THIS PROPERTY IS SUBJECT TO ANY EASEME • ?S \ ~a Me, ~v, 038' 1~ as ° • 1? ) TO ANY EASEMENTS THAT A MORE
A' ~ . 0 ~ N ~ ~G~ • THOROUGH TITLE SEARCH MAY UNCOVER. ~ ~ ~ \ a ~ ~ CCESS i 0 S / N ~ a WATER A 4Y UNCOVER. z 0
~ ~ 2?y V~ LO o10 ~ ' ~ AREA EMENT RUNS _ ~ ?2, ,~41 ~ o o 9.) A 10 U11UTY & DRAINAGE EAS ASEMENT RUNS ALONG ALL SIDE LOT S
~ R~6 25,000 S.F. M LOT 11 ~ ~ 28,471 S.F. CURVE TABLE LINES AND 20' ALONG ALL FRONT AND REAI n. •6~, 0.57 AC. 2 002 S.F. N 0.65 AC. CURVE DELTA RADIUS LENGTH CHORD BEARING -RONT AND REAR LOT LINES. W Y
~ \ ~ h LOT 12 » '55'11"E SETBACKS: FRONT - 35 FEET 3 \ o •y~.57 AC. M ~ ~ Ct 65'01 51 310.00 351.85' 333.27 S40• ~ " 10.) MINIMUM - 35 FEET S
a ~ \ ~ 0 25,000 S.F. ri' » ~ ' SIDE - 12 FEET N ~ 7 . 2 ~ .1 0 a~ C2 6'4614 285.00 33.68 33.66 51147 23 E FEET
~ d~ • _ A 0.57 AC. N , a • ~ » REAR - 25 FEET J .8 ~ o° _ • ti• ~ . , C3 34 40 20 285.00 172.47 169.85 S32'30 39 E CORNER - 20 FEET ?5 FEET 6 - 20 FEET
w ~ EXISTING POWER POLE ~ ?a ~ 1 ry C4 23'35'17" 285.00' 117.33' 116.51' S61'38'28°E ~ ~ ^ CAMA SETBACK IS 30' FF rBACK IS 30' FROM WATER'S EDGE
~ ~ . ~ ~ - ^ C5 10'04'27" 335.00' 58.90' 58.63' St3'26'29"E i H PROPOSED GATE VALVE 31.30 ~ ° ~ ARE NAVD 88.
1° 119.24' IX. PUMP C6 11'24'31" 335.00' 68.70' 66.59' S24'10'58"E 11.) ELEVAT10NS SHOWN HEREON ARE NAVD 88. ~ ¦ PROPOSED BLOW OFF N 64. , . ~~yti » 3' 85.00' S37'10'32"E 0 82'21'00 X11 HOUSE C7 14 34 37 335.00 85.2
-w- PROPOSED WATER LINE ~ ~ 214.75' 9 90.27 90.00' S52'11'02"E 12. DEVELOPER/CONTRACTOR TO INSTALL STREEC ~ .s C8 15 26 22 335.00 ) INSTALL STREETS IN ACCORDANCE WITH B x
W \ N ? S65'54'03"E NCDOT DESIGN STANDARDS. ~ IXIST1NG OVERHEAD UTILITIES ~ 64• .y C9 11'59'39° 335.00 70.13 70.00 O t~A U
c0 ¢sSn4~1n„ .a°6 ctn ~~~nn' R.99' 8.99' S72'39'S9"E
lV gyp, 6' ~6e C11 70'31'44" 25.00' 30.77 28.87 S71'1 8'01"W 13.) WATERUNt JHUWN HtrctUN IU DC ft ~Vuu. IV DG `F l'7VV. /"ALL ul14 .71 IES AND METERS TO BE SME_ 00
6g h VALVES, HYDRANT ASSEMBLIES AND METERS IN ACCORDANCE WITH THE HYDE COl w GRAPHIC SCALE 62 C12 70!,31'44" BUILT 50.00 61.55 57.74 S71 18 01 "W I THE HYDE COUNTY WATER
N \
30 0 15 30 60 120 C13 8,V50'27" 50.00' 74.04 67.46 N31 00 53"W DEPARTMENT STANDARDS. v C14 94'55'33" 50.00' 82.84' 73.68' N58'52'07"E o \ MENT WILL BE PROVIDED VIA SHEET'
C15 7931'41" 25.00' 30.77' 28.87' S44'07'03"W 14.) DRAINAGE FOR THE DEVELOPMENT WILL BE F \ LOT LINE SWALES WITH A MAXIMUM OF 4:1 AAAXIMUM OF 4:1 SIDE SLOPES
C16 70'31'44" 50.00' 61.55' 57.74' S44'07'01"W ° C17 180'00'01"._50.00' 157.08' 100.00' S81-08'51 'E HES OR ROAD SIDE SW S. OF
(IN FEET) TO EITHER PERIMETER DITCHES OR ROAD E
1 INCH = 100 FT. U wmmm~