Edgewater Trace_preliminary_signed_map
,a
NOTES; - acv as' n ow, (Mm.) alw ~y o
i.) Boundary referenced to Deed Book 4443 Page 489, Map Book 39 Page 15, references n,s' ,r i~' ii,s' I ~ ~
as shown, and existing field conditions. sa, \ ¢
P ~ ~ o
2.) The existing Zoning Classlflcatian of the tract Is R-20. ~ 3voley ~ s° c~eee o =
to e
2" ~F 9.50.- 8" ABC STONE Q
3.) Total acreage in tract ie 10.02 acres. z veuey ^Sr""L' s°5e s' vm~eY °
cener cet+., m~ Site °RFNE1gr Re
4.) Total number of lots is 18. Proposed density is 1.8 units per acre. Typical 22' 8-B
5.) Setback Information Z5'R - 35'R SUbdIVI510n ROab X-S2CtI0n oP
Front 3D' * oe`
Side 15' 8 5' °
8'' (Not t0 SCaiB) ~4e eo
Rear 25' 22' oae °`WOam
6.) Wetland Information taken from survey by Roger M, Seltter dated June, 2000. B B ,e°
rr/w a/w d~
Preliminary 95'enwiM'°' °
7.) Topographic information taken from New Hanover County G.I.S. SQa~ ~ 0Pd'
Not for recordation, 46' 8's~ 13' 13' e.s ~ °ao-°
8.) Average let size Is 17,407 square feet. e v~ \
conveyances, or sales R/w 6„ ~cw 5E
9.) Active Recreational Area is 15,505 s.f. and Passive Recreational Area is 20,365 s.f. (Min.) 35'R
2sR '°x,° VICINITY MAP
Slle 2" SF 95n- -6" ABC STONE
2' Valley ASPHAU 2' Vallcy
10.) Thera are no signlflcant trees located on sub]ect property. - 1T"°n9ie NOT TO SCALE
ceue~ cane,
11.) Proposed public water and sewer. Typical 28' B-B
Typical 22' B-B
12.) Proposed Engineering provided by Tripp Engineering, P,0. SUbdIVlSlan Road X-SeCtIOn Legend:
GUI-de-sac Detail 0 Existing Iron Pipe
13. Well and se tic ermits will be used and be the res onsivillt of the develo er and ~ New Iron Plpe
) P P P Y P ~NOt t0 SCaiO~ ~ Existing Concrete Monument
homeowner to maintain until such time ihat public water and sewer became available. ~i~Ot t0 SCaie) ,
New Concrete Monument
14.) Temporary off-site septic systems provided by Applied Resource Management, P.C. h Q. Existing PK Nail
n/f 45'
Esma Greene McGlammy g9
Zoning R-20 ~
t~
100 Year Flood Llna CI No, 5 CI No. 6 --0UTLET STRUCNRE
RIM 19.5 RIM 19.5 SEE DETAIL
1 Elev.=11.0' INV 17.0 INV 16.8 ( ]
75 C.D.D. Seibock (1) BO ASSY SSMH No. 2A 18" RCP INV 14.0
18° RCP INV 16.6 W/SCOUR HOLE (SEE OUTLET STRUCTURE
° 17. ,yh J6 r8 N (1) 8" GV N ^e W/5'x10'x12" ED N DETAIL) , a 1`~ Jg ry0 N tih o 2R N rL'l
I m Control
18" RCP INV 10.0 ~ ~ ~ ko o-
W 5'x1D'x12" EO o / / ~ ~ ~ N 48'b1'15% 1396.83' ~ N Corner
18" RCP INV 2D.6
190.0' 126.0' r 125.4' 112.4' w c 172.8' ~ 1150' 100.0' 110.0' 120,0' / ~ W 5'x1D'x12" ED
OUTLET STRUCTURE ~ ~ ~ 1r / ~ Lot 3 rs, ^ ri v / ~ v' / e I I PRDPOSED Y l ~
(SEE DETAIL) ~ / 12'x45' ~ _ a ~c / ` I \ BASIN I / /
/ ' ~ Wi ~ / ` - - ~bS / / 6 etl .oe \ l zs~ TOB 24.0 ~ / i
\ ~,I' LJ ~I~ / / Lot a r--------~• ~c / iM' V~ \oo ~ onaV~ I ~ ~.oq B 20.75 /
z ~ N 18 x30' 3 h y1e ~ i lp~ ~ ~ sco / /
/ r 1 1yn praina Easement ~ / ~ I ~ ~PP
Z Lot a w ~ u4'n ' ~i w i V ~ j~ h I ~q/ ~ryy ~ S l ~
PROPOSE ~ ~ i I I i~ > u1 \ \ ~ ~ a w N qG ~m /
12 16'x30' 18x30' a_ N j N i ~N ~f
I eASIN ~ZI Lot 8 I I o ~ ~ I qm~~, l
]5.0 ~ a / / LOt 7 I I a _ o PRt~POSE~BASIN ~ c ~eCT2a~~Ona1 1~'t;~ ~ i LOt 5 w LOt ;n `I °iy FF~ ~7 / /
l i c `C44 /
B il. ~ gll 19,641 S.f. 16,647 s.f. hot 6 - - ~ °i T~B 18)75 ~ ° ~ passive N ~ LOt 4 J
r - - - ~ v 2110 s.f. h 21,244 s. f. N I m LOt 2 ~ I \ 7~~,/ / / /
~ ~ B 14.5 ~ ~ 14,109 s.f. 1 ~
! b , . 11 Supply Llne~sm I ti 3 ~ 15,559 s. f. I • ~ ~ / /
~ ~ m 18669 s.f~-------f- v \ 7~ ~ ~ I~ v~ ~ e, ~ 15,749 s.f, u~ ~
\ /
\ I ~ i I oc ux Un" / / I ~ N 1 LOt 1 / /
~ ~ - ' r `Ta,o ~ J ~ ~ Lot ao I ~ ~ ti~ / I I 30,181 s f. l ~ ~ i
1 ~F2 /
~ 1a J 6' ~o; ~ - \ ~ % I \ B" RCP IN 18.0 \ ~ / I I /
p _ 09 ~ ~ Lots x ro _ ~ Active / I I / O~
R y ~ , e F~ ~v 63'I ~ io m I 'n ~ ~ D'x12' ED V / / M. v
D_ ~ ~ ~t~~ ] ~ 86.2 i / ~ 99.3' SSMH No. 7B I I ! l N ^J~
o ~ ~ ~ ~ I / ~ J,. 132. ' SSMH No. 1E - _ SSMH No. 1C ~ / m 1
'd' SSMH No. 1H ] M I INV 21.76 / ~ ~ ~
I S / 118° RCP
N m . 10 _ _ ~]i No. i ~ C . .75' / 1063 ~ ~ Bg ~
~ ~ a LOt 9 ~ o S -900_$S >D. h 15' Utinty Losemei t 95. o N~ 27 a' S SS ~ 1D2.45' _ J ~ 1 W/5 x1D'x12° ED / 0/ ,per
3 ~ I o ~ ~ SS Jti' R 50 _ SSMH No. 1D 4y j3" W tv s s~'S / CI No. 2 / ~'o /
~~a~N ~ N 19,458 s.f.~ I m 2?, ZT / SS S i~ 535' R~Da,00 CH.215,8 9'7$„ I RIM 23.75 / / ~
• ~ ~ ~ M 2 39 9 _ s w r, l e
d ~ r D% ~ O ~ / 2 SDR~ ~~N 4G'4-0'2 " E CH,245.75'~ i~ W W 75419' / GN.22 3 RO23 l ENV 21.35 ~ ~ ~ ~
o_N Q - 1e I (I) eo Asst 27~ 237.0' L 1~ R=SOO•oa~ M °00' ~ i / ~ ro°
rn
~ W ~ R~00.00 ~4. CI No. 4 - W w , N 43'35'77° E H.192.9 1013' ~ ~ / / L,
°'E ~ t 1 / W W ~ - - W ent M /
c o p I J so ~ '~W - W W 124.0 RIM 21.D ~ % W W . Vtdlty Ear-~'-- _ ~,~.SSMH/LNo. 1p/ QJ
~ mN ~ \ ,o, i INV 18.55 V y ~ ~ ~ 7 108,7' 121.0' «15 6, ~ /
a Z ~ ~ yglp' / 1116' I ~ ~ ~ ~
~ ~ I,- ~ (i) a moss RIM 21.D ~ ~ ~ ~ ~ f ?pR ~y N i ~ ~ I
~J s° cv ~ CI No. 1 ~7
rN 1 Let 1a / Iii rn assr IINV 18.7 / RIM 23.75 ~ 6'G 8~'
2a / ~W i in in / (i) s°x2' scoucra Webo / ~ Je, 3g.
~-I / ~ ~ I ~ i r r (i; z" cv / my floe l INV 21.5 ~ R A9„ o l
/ a I Uj ~ ~ \ 2,t F
x x N N
e ? \ ~ ~0
/ ° ere I"~ ~ ~ hot 13 e~d,'° `r o Lot 15 Lot 16 w Lot L7 0 0~
~ hot 10 w ~ . ea ~ ~ Lot 18 a
i\ use I I o hot 12 M / W o v ° 01 15 221 s.f. ~ / Zq o .
~ 18,198 s.f. / ~ hot 111 __1 to ~ ~ 17,175 s, f. ~ ~ 15,437 s.f. ~ b 16,133 s. f. ~ ~
N 12,893 s.f. ~ 19,374 s.f, X ~
O n, 1~~ 9 s.f. I r hot 14 ; ~
ti ~ ( ~ (1) rH AssY /Y
/ o L°t 14~ i ~ 22,265 s.f. ~ n lr
/ rol ~ x \ ~~J,~m/~, he ~
Fehr ° ° ~ ~ ~ , ' ~ rs 2a
~ ss I i / / ° ~J'
, ~ / ~ .5' 122.6' l ~ ~ ~ prlVO ~
~ 136.0' 137,0 86.8' 117.6 ~ . 249 120 0' 100.0' 145.0' fe Rj a~
6_ ~ ~n~ S 46'49'48" W 1214.41' / d)
b, 2 30' Easement Reserved For Oyster Pa'mt Development Co. / ~
I ti L _ _ 1 _ _ _ _ _ _ _ _ _ MB n7, Pg 122
45 46 47 4B 49 50 51 52
~ PRELIMINARY PLAT
Oyster Paint
E
ewater Tr
l I I se~tian 4 I ~ a c e
Map Book 31 Pg 245
zoom R-zo A Performance Residential Develo ment
e P
~ Harnett Townshi New Hanover Count
Off-Site Areas ~ p' Y
North Carolina
125.4' 25 3' 28.2' /
5D.0' 75.4' ~ 16.1' 78.2' R2VISed
I'o Lot3 0 475' ~Nry/__-- / A rli 2(, 2~~8
I N 12'x45 ~ 41 fi ~ l p
~ k
Lola I _ Lal lU /
m N BAR SCALE 1 "=50'
18'x30' 73.7'-~- ro a~~ a s
/ C~:_.I it (I`..~'~t ~ ~ r..!`;'-'.~
x x w r x x
nl° Let 4 I ~ m~ in ~i ~ I w iv NE1N HANDVER COUNTYTR HAIRPERSON
m 18'x3D' mI~ 18'x30' I n ^ o i ~ (/7'
IV ~ ~ rU9ere H m cam/ "c. 'iiC~;,._
o SD' 25' 0' S0' 100'
71.6' w
_ DALE GHAIRPERSON 15D
r------1-. h _ 61. J__ __44.0' n
N L n_sepPly we es~ ~ 67.I' -Ir 5D.0' _
71.0' I b tet is
_ SD.O' _ I Let s. I x ° io m
Developed By:
% 7 b ~ O N V1 i!) N
I ~ ~ ~ h x x ~ Preli1'llnar David Greer Construction I c.
y n
Lot 9 ~ I Fufur Use
Not for recordation, 133 Gazebo Court
% % ol^ e7.a' I SD.D' conveyances, or sales
~I ' ~
137.0' Wilmington, N.C. 28409
I (910) 790-0040
45,2'
50.1'
95.2'
Lots Lot ii Talbot Land Surveying, P.C.
1s,66s s.f. 14,629 s.f 16747 U.S. Hwy 17, Suite 108
Hampstead, North Carolina 28443
Job# 0589 Phone: (910) 270-9824 ~
Drafted by JBS ,
Drawing Name, EWTracePrelim.dwg