Riverside_20080519_Cindee_Wolf_ATT_pg210' Utility esmt, ci~nout~~~~ Development Data: RAW Legend: _ _ _ R/W R/W
s. ewal water Meter Total Tract Area 95.16 ac. Area in Lots 41.54 ac.t Recreation Area Q 60' R.O,W. CO
Puhlic Water Main eepormaEie 8" D.I.P. 32 ExlSting GantaUr Area In R/W 10.59 aC.t C 13' 17' 17' 8' 5' fi $ ac. read. TYpe ~ TYI~ k
~ ro Inlet W/inlet rotection minus Glass IV Soils - -0- 166 Lots X 0.03 ac./unit = 4.98 ac. D p P Multi-family Area - 10.91 ac.t 2•q ac. Passive Area rov'd. ~a prov'd. I "A" Gurb 6 Crouxl "A" Gur6 m I
Stormwater Runoff Direction (loax Preservation) p street __~-r-. _ Common Areas - 32.12 ac.t 4.6 ac. Active Area prov'd. Proposed San, sewer 1Manhole minus Natural water features -0- ~ 5" Conc. ~ 3 I prOV1d. m j 1 1 2" Asphalt 6~xMarl I' I' Sidewalk ~ 3,
Pro sed Fire N drant (not applicable) Total 7.5 ac. prov d. 'oYld. 0 0
~ y Im rvious Surfaces - Proposed Watea^ Mains W/ Valves otal elo ment Area - 516 act ~
Public 8" 5GN 40 AVG T Dev p q Streets - 273,2011 s.f. 72 Units X 0.03 ac./unit = 2.16 ac. wer sin min. ,'.}iq~,sRy Pra sed Sidewalk sidewalks - 17,615 s.f. l.q ac. Passive Area prov'd. 2,16 ac. read. River Pointe Drive Public Road X-section a proved. N.T.s.
1zrW . p° Performance Residential Density - 2.1 ac. Active Area rov'd. proved. N/F Donna M/FVaners
Total 95.16 ac. C~ 2.5 units/ac. pl lo' Utlllty Esmt. ~ ~ Building Rooftops - 43,074 s.f. Total 3.D ac. provd• ovld N/P .John Clayton M81121 Pg,803 N/F Ronald E. ~ Volleys 111 R-20
- - W wetlands - 5.07 ac. Total Units Permitted - 238 Parkin Area Pvmt. - 66 006 s.f. Typical Domestic Water ~ g Ronald E. 6 Victoria L, MB3357 Pg.028
Single-family Lots - 166 Sidewalks - 7,462 s.f. Sanitary Sewer Services Multi-famil Units - 72 N/f Vlctaria L. Buffkin R-20 Vernie Edker Bett Buffkin MBA086 Pg.673 .2 N/P Cavanaugh MBA086 Pg.673 R-20
Y 9ubTotal - 126,362 s,f. (21.q~) N.r.s. (3>3R single-family lots ~ N f ~ N!F Vernie E. ~ Betty MBIOOq Pg.14q R-20 / ~ ~ ,
2 ~ 313R apartment units) Total - 407 451 s.f. 9.8~ N/F Vernie E. d Betty Cavanaugh R-20 2fC~ iZ5q,6a Dome Place, Sec. 2 Craig s. ~ Cavanaugh r~BaQa Pg.Og2
+ ( ) {All Existing Total Project Units - 238 (For DWQ "low-density" development of max. 24~ M~a Pg.42 N/F Suzanne S. MB903 Pg.323 R-20 ~ 91~a5~3'1°
Intsrior Lot Lines General NOteS~ each lot can have up to 3500 s.f. impervious) -2~ Craig S. ~ Spell R-20 rG Suzanne 5. MB48g5 Pg.278
to be abandoned ~ Spell R-20 ~ 16A' MB3g16 Pg.370 ~ Q
recombined into U I• New ~lanover Ca. Parcel Nos,: proposed lots.) _ _I_ ~ ` 3129(06) - 37 -4950 NJF R-20 _ 145" ~ 158 9 PaSSiVe ' Annie Mae Smith White l"' ~ _
1 { ) f r l ~ 3129 06 - 37 - 2680 JamesF N/F MBI153 Pg.7q] i
L- ~ A 3129(46) - 47 - 4528 N/F Sylvia Jsyesa M.~ ~ R-2o 81~i5'53~ E ~Q5,73 31' rgo~J 121315 I5~F13 ~eC Area ~4 ~ 156 s O.q ac.
I-.= ~ 31 O6 7 - 78 5 Barara J ~liu M 1376d~ ~ 29( ) - ~ 9 MB4010 Pg.379 B li I Ponder ' MB1376 Pg.i22 ~ s.f~
_ _ 3129(14) ^ 37 - 3236 N/F R-20 R 2 q R-20 purn>7 1 17,124 M f47
312 11 57 211 Edna Glenn Suggs t~1 - - q(~ - - 9 MB1573 Pg.7b3 ~ ' 120' ~ s,f• S,f.
- N/P R-20 _ 2. total tract Area 95.16 AG•~' Rebecca Nixon Winslow t(J4''
M;31201 Pg.1838 70' N,T,S. R-20 70, 105 Is06, N 153 ~ 154 155 13,273 y y y as y y y y y y 1""r , 10172 s.f. ~ 15119 (j § s.f.
N N y0' ~ g.f• 152 ° 17,oa2 19,214 ~ sf. W W° ~~~WyWyW o
~ ~ 70' ~jet~ 70' 24, ri ear Seaver D 17999 s.f. s.f. ~ ~ ~ N 40 s.f. 2~.fO 161 160 ~3, ~ wyW wywyW'ywywyw
~ ~ 90.28' 70' 7a 100 v ~ 22 7d ~ ~q ~ n ~ 100 n 101 ~ 104 ~ LQr1C A ~ ~ 13,657 - y y . y y y y y W ~
1'4224 7a - ~7 9137 10,423 12,631 ~ N N 8 70 _ q5 0 , 12, 102 rv ~ a0 Private y ~ y ~ y y 12 631 n 10,168 J s.f. w 13,465 y y 6
~ ~ ~ _ 8,392 8,597 s.f, s•F• N/F ~ ~ ~ 70 - q~ 8,381 s.f. s ~ - ~ e,3e2 s.f. s.f. 12,994 1a, 892 s:f: ~ ~ '~s, a s.f. w w w w w,W w g~ s.f. s.f. rz2' +2s ~ 7a 71 162 y w y y w~tland~ W y y
Q ~3 N - s.f. s.F. Preston Thomas 8 0' Rebecca W n \ 7 _.f'" ^ `12 Q s 382 slaw f-- q l ~ 8 383 ` s.f. R~ ~ ~ , ~ J' ~'v .4' y v ~Y W y y - ~ II, 790 y y W36y737 s•.f, y " 107 ,
MBI052 Pg.527 o r s,f, ~ ~ 7 55',- R-2o ila' --f` N q0 G ss' a. 12,753 ~ ~-----~F3 Pre ate R + s.f. ` ~ ®~1 ~ W W W W W W
- 8q ~ - s,3a4 s.f. ~ rct a a2 f:r N 88 o a, 385 s.f . 1~7 ~ 70 ~ ~ ~ ss 89 ~yw wywWwyW 12033 s.f. G~f ~G ~ W y y...y y y 163 ~
N,T.s. N 128' ~ 87 8,.386' s.f. ~r 70 ~ -5s N N ~ ~ ~ A 8,367 s.f. ~ 70` Q ~ 8,516 s.f. 7a ..-----'S5 s.f. qA 9,095 ~ ® y w
~ ~ ~ - 83 ~ ss ~ ~ ~ 11,984 s•f. to ut~asy ~ 70 ~ , 1 "T I ry 1 "T Q ~ ® v. y y W y y v.
a 82 11,253 s.f. .r-~~ ~'''-~t--~ 1 ~J 0 .8753 (J 1 ~[34 ~ ~ W y W
2 ~ • ~ r 11 158 s.f. ~ \ aq,, + 14, 581 \ \ s.F. i 1e s.F. t ~ .t2 Fx 37 a 10, 010 e, f, 8,70b ~ry~ 9,08`' ® ® ° y'"
a y ~ ~ _ ~ _ _ pp • ~ 10.134 - 10 - 110 \ \ - ate w , 108 W q $ 111 aQ ~ o I 1 ~ al 40 Prlv ~ 8 s.f. ~ a a Fx N 151 s.f. s.f. 147 s.f. d 111 2 131 - 9,7x2 9 706 ~ ~
. \ / d 3a 12,434 II, 864 II os4 ~ 112 '4 Q d i V \ \ 14 638 a .ry l15 53 ~ 9,044 ,37 10,372 s.. s.f. r ,9a ~ 112 s.f. s.f. 9 ~ Passive
N "s \ \ \ ' 0 9964 s.f. s•f, f s.f. 11,319 s.f. 84 ~ , f• 11,319 ° 113 ~ q'&'8 146 165 +
5~ ~ a s.f. - ~ \ \ \ Ise' 9 539 s.f. 3h s.f. 11,130 m 1 I4 W 115 ~ sti~{ r ~ ar7~ a f a ` Rec Area s.f. 11,522 11,363 s ~ s.f`~ s 124' ~ .0 aC. !
~ ~ \ \ s.f. ~ 9,218 na' 9444 7a' eo' ea ' \ \ ~ ~ • s o , 15o ss ~ \ \ \ ~ ~ .f. , 3q s.F., , 132 N
\ \ ~ ~ ~V 7'`"h 1tb 133 \ \ =J2 s 9,038 ~ r, 8 9.f. 9.f. ~ 9 019 ~ 145 9 166 a
W \ \ 8,b97 ~ ~ 73 `7,637 a s.f.2 U W ~ PasslVe s.f• ~2s s.f. 55 ~ ~ 9,;254 12a' 35 121 3~' 6A' q7' ~ " s.f. 8,706 9,493 ~~~1 } ~ A 120 s.f.o{ ~ - s.f. public
~ ` o ~o, 7 637 18 s.f. s 9 242 Su±
eG rea • ~ - 9+2 d 120 r 122 13,140 R A s.f. ",k q a' 72 s.f. D s.f.}, .,...24.563 s.f.~. y 120 , ~ 110 13 t 120 133 ~ r ~ 120
~ 2.q4 aC. a s.. ~ - ~ W W , F ,665 78 ~ ra 7,637 51 9,260 F 11,865 - 11,865 n 11-I 1110 ~ s.f ~ id utlst ~a'~r^°'a ~_ss--~"'-ss
/ y y .y° s,f. s.f• X ~ s 9406 s.f. G. s.f. 4r 9,416 r 3~4 ao 71 12A ~ ~ s.f. 13 591 ~ 11~ 11 ¢ 12,724 ~ 126' 1 ~~~55--•--~~~~~
y y y .y ~ \ ! ~ s.f. ~ 9,218 ~ N s.f. 0 9,131 rat' W W -d ~ 7'~7 s.f. ~ ~ n7' ~ s.f. s.f. 11 f84 Ilg 25 - s.F. ~ ACtIYe ~ 1~'"`~-_--`"`ss
W W W ~ 1 1 / as ~ s.f. }22' y, ~ / / / , N ~ o 134 p~lye
m y ~ m~ ° ~ a w ~ ~ tY ~ - , ~ 1M ~ r,' a s 9 369 ao. / ~ 50 r y ~ y y y ~ , , 0 77 , 70 DettA N 9,290s.f. Rec Area ~ ~ r j~ _ -.>s $ tPub a0 Private R/ ~ 12q ~ ~ y e ~ ~ . .
57 ~ s.f. ~ 33 123 " y ~ y°,, / / / ~ 14,~a18 7,637 ~ 8,881 a• ~ s q 105 W .q W C- / ~ s.f• ~ s.f. _ 9,218 s.f: l2 o r 18,118 " 2.86 ac. ~.r---
o . . i / , I30' X20' Active s.f. w 11'"?', s.f1..~^i 9.f. fD. 3 N 3 '--t-- 135 u 144 1 '
W w v W k~ _ Imo/ ZW W , W ~ I , r y y y y J~ ~ 1 1: ~ 42 1 ~ i bq ec Area ~ 7a 9,280 9,947 9,92b $
y~yyw' I R ~ W W W r-_' 7 637 ~ ~ 9,367 ~ 32 ~ II 76 - ' a ~ s lea' ® i~, s.f. s.f.
y yt. w ~ / s.f. ~.7~ aG. 8, 874 s.f • a 9,166 ~ W W W W ` ~ 10,516 120' ~ g 123 ~
x ~ ~ ~ I s.f. o s.f. y i J y 'Y .4 J , r I s.f. ~ ~ ' ' . ~ „7 - l3 124 m r' ~ 1 }30 w 130 ' 136 ~ 143
68 - . y y I ~ I i r v q3 ~ 20,692 125 y y I 7,637 ~ s 9,254 < 31 s.f. 126 0 12q ~ 1,,662 ~ 9,193 ~ 8,947 2 a,
W W I - s.f. ~ 58 ~ 4 14 321 _ w ~ r / , y I i S . \ .f 9 314 ~ 126 127 9 128 - 11,759 s.f. ~ ~ s.f., ~ s.f. 9,acn 12w 142 ~ / /a ,s.f.
W W 75 ~ t40 -a 9 015 r a 987 0 ~ r s.f. 15 592 15 592 13,530 s.f. ~ o s.f. 14,732 5'f. 62' ~ 137 N 9,004
y y y W a \ \ \ 10,518 ~G7 , s.f. Q; ~ 135 f37r s.f. s.f. »o~ N 9,019 .141 s.f. 3
u~ W W; W W , W ~ ~ \ ` }30' 7,637 ~ ~ .r W W ~ 3 s.F. o` 5 s 9 029 30 s N s.f~~ 13q ~ 140 A 9,IZ5 a` 1a,la~ ;
`'°~~o ' ~ \ ~ - s.f. ii 9,547 aaJ ~ y ~ ~ , ~y y 4 ~ ~ 8, 930 9, 218 - sa 94 9 02a 9,209 s.f. s.f, ~ 5tormwater
y y ~ `s s.f. s.f. lt7' ~ s.f. a' W W ~ ~ ~ 1 t 7 637 ' 123' l3 , Za -
1 d s 9 y W ~ y y \ r ~ s.f. , 14 732 21 ~ " 138 ~ ~f s.f• Detention Pond 13, 016 " 9, 407 ~
q•5 2q r h ~ ~ ~ v 4,. v X00 ~ s.f. 22 s.f. s.f. ~ ~ 12117
y \ ° ~5 ~ ~'f'D ~i 9,153 a 11, 218 ~ 27 ~ \ \ ~ ~ 7,67 d u 8,792 11 284 s.f. ~ s.f. 2~a 23 13,367 s.f. 26 ~ la 594 s.f. ~ w ~
W W W s.f.`ry a s.f, a ~ I 14,845 ro y y y \ ~4• } 2, s.f, 5'0^--..., s.f. 15,393 ~ 2 5,383 ~ 25 s 24 , S.f. ~ W y W L~,
w W ~ ~ ~ ~ \ ~ ~---W ~:F. y y~ y: y 7,637 ~ 63 ~ ~ y y 15,- s:f. 15 / ! ! - 15, aaa ~ i m ~ w ~ ..r
w W \ r s.f. o (1 s. W W W W W . \ 7 637 ~ ~J2 '2, ~4G k46 s.f. ~ 50~ pri W W . tat W W
' ~ y ~ \ ~ ~i, s.f. _ 7 637 w 9,923 ~ 7 ~ ~ ~ _ ~ 5 ~ ~ ~ . ~ ~ ,
~~~~ww~~~-1
2 y ss ~ t 7 ro 14,395 $ s.f. W ~ w Wetlonds W ~ "'~...y
P~ W~ W w Wetlands w y ~ ¢ W. y v o S Q 20 n 1-I ~ ~s ~ 14 ,6 3 s.f: w, y W, ~ r ~ W y ` 8 60D ~ S s 1a 020 s.f. y y y y r
y , 8, 600 ~ n ~ y y'y ~ y L 8,644 17 ~s_____~_-.---ss lo, ~nn~t~ 10 ~ 9 13 797 S.f. w 23r1T~ ~.fw ~ r - c W~. y y s yw
~a W w W W y W W s.f. s.f. s.. ° r f a, 600 ;r 1 ~ y y Y y~ 1^ y L _1S1~--"" 11 ~ 13,400 s.f. s~°o y y y W y ~ y N/F q2 ~ 12,926 5.f, boc 2$' N/F
'ry W W w W ` ~ W 62' 62' 6 s.f. y W W w W A , i ' a,a75 ~ W 12 Q7a 5•f' ~ N/F Brandon Wa ne George R. ff N/F r Y Mary D. Hanson Joseph Anthony 70' Brandon Wayne Albers MH1g61 Tench
W y y y y., ~ , W r~ 1 y \ y y y x. 13 ~ 12 suf. Albers MBAg66 N 11,031 , ~ N/F Pg.50A MBAg51
W W i~ W w W W y 14 ~ 10,173 5.f. , 0 Brandon Wayne MBAgb6 Pg.2Ag2 R-15 Pg 12G0 y ~ I5 9 747 s.f. .---r N/F Albers Pg.2ag2 R-15 R-15
S W W m v. (~i ,zj ~ y ° e„e ~ ti~ ~ ~ ~-s / \ W p W v w w w W m W • ' u ~ ° , Q W ~ ~ O v v x N 25 W W W W W W y y ~ y WWWWW ~ Open 9.J ~ t N!F Annie B. Evans h16A90q R-15 V o W y W W o 11,539 s.f. ~ George J. ~ M874q Pg.212 Pg,1266
W Y Y. i / W _ y. ~ ..q ~ . _ Stor ater y ~ ~ o,~~~ y y y ~,etla,d9 y y . y o y s,f. r ' N/P Teresa F. R-15 R'15 ~ y . ~ G1.1r(1Eu 7 ~ Caison Sr.
' ~ ~ Fete Lion Pond W W w W w W w W W ~Q ~ John S, ~ Linda MBIA53 Pg.1652 N 9 NJl" Blanton Moore R-15
,-n > ,,n r ~ w w W W y s y'. m y m a m / ~ O , m m ` f ~ ) m m a y m m m m m m' m a 7 ' John 5 8 Linda MB28AA Pg.00A o + N/F 8lcmton Moore R-15 "
L ~ / ~ ti ti Z, y y y y J y y~ ✓ / r J y X I L ~ m y m o ~ m m m ~ 1 ~ t . .Y y7 W W W~. W L W y / ° i W L \ ~ W W W 'v ~U Y W W x.35 N/F Laura E. Hamilton MB2844 Pg.004 " MBg70 Pg.658 r
W W W ~ ` ~ W - W W t 4M W W W~ W ~ ~ ~ ! pCO6 4 John E. & Llliana De R-15 R-15 N/F Lean C. Reay A
~W ,9 $ o y r so m a ♦ / 4 o etJan~s Aanie W y y`,y yy'a ~ y y y 15667 ~ wP Me • r Daniel J. Kellogg Jr. MBAg63 Pg.2A31 a MBggG7 Pg,2624 R-15
9 y y a ~.y y y a i y Sn F• y ~ RQCheI P. LUCaS ' ~ d y; y . y ' . y ~ t` A ~ / . ~ ~ ~ C.g O Mb1586 Pg.270 Is R-15 n ~ E ~ a
W f 6" N/F R-15 "aN N 1 n I L u
V. ~ ! ~ / 6 N1F M,cheal H ~ Earls W wj ~ ~ b, ~ ~ I"liaheal H. ~ Jean Pope wr o
y y y y y~ ~ Earls M81212 Pg,1175 y + . y y ~ Jean Pope R-15
W SW W\ ~ ~ ~ N/F MB4134 Pg.590 y ~ . . . - . p - J,^.-~" ~ Robert A. Bland R-15 wr Cr Graphic Scale ~ N.T.S.
~ o p N/F N/F Chadwick Jr, a ~ Robert A. Bland MBI6A5 Pg,79b h y y ;y x N/F ~J Bennie E. ~ Rabin Chadwick Jr. Ra 100 80 60 AO 20 0 50 100 200
R-15 ~ z ° ° ` ' ° Don 5igmand & ~ W. Bass Jr. ~1BIb45 Pg.7gI y y MBISI6 Pg,940 R-15 g cr Centerline Gurve Table
Pamela B. Smith • e~ c~,~, ~ R-15 ~N%F MBIG68 Pg.1377 • sidewalk A Cr Un W
3 ' ea L. 8 R-15 • • • Q Da 3 Susa1 D, • ~ GURVE TABLE LINE TALE Lantour Interval - I'
Garner 1 I I M81273 Pg.lb25 • MAX. I MAX. ~ • rJe Jo ~ N.7.5. Sete CJOIlS CURVE LE GT RADIUS Topographic data compiled Pram NNCo CI ' 314' A77 aerial topo maps, rat from a field survey,
u R-i5 • N/F f- G2 ' 000' L2 IAI' Cr ~ Craven fins sandy loam G3 2' 500' L3 bDA
0~ Robert A. k Sylvia hadurick V F~O~ Jr. a lJa - l~araVafl Sails 5 1252' 360' from~and~alafield~uprvley by:
p`{,G'R MBI51q Pg.951 N/F • • R-15 Chadwick Acres Q, Ja - Johnston 90118 C6 434' 1000' on - onslalu loamy fine sand G7 3qq' Soo' Paul D. Talbot P.L.S.
Typical Drainage Part 2 s~eewa,k rl.r.s, Ra -Rains fine sandy loam G9 760' 310 ' 16747 U.CJ' . ~U1Y, i7, 9UIte io8
Swale Gross-section r~BS Pg 16 R-15 N T.s, Roadway from i Se - Seagate fide sand ao 35 ' e' i~arYl stead NC 28443 oadway from intersection Wr - Wright9boro fine sandy loam cn b7A' 355T p ~
sidewalk Location ~ at castle Ha at Castle Rayne Rd. to cis 759' no~ Tel. (°IIO) 270-9824
:7LrcaL (AnnacTiyiLy maLia Tributary Gir Tributary Circle will be
dedicated as X Total # Links - 18 R/W 4 constructed dedicated as 60' Public I *constructed as a road
Seal job No. 03061328 Revisions: 09/19/07 For review comments ! Total # Nodes - 14 with driveway aG h driveway access points [[e eveloper: Sheet:
Drawn By C. Wolf/TLL TRC approval conditions h the commercial center. Riverside Development
WITHERS RAVENEL 10/05/07 For Ratio a 1.3 through the commeri NGDOT Driveway Per Driveway Permit re td. ayne Road. All improvements er Pointe Grou , L.L.C. Performance Development
Checked By: Wolf 05/19/00 For at Castle Mayne Rood. All [[ENGINEERS I PLANNERS I SURVEY 0 R S Fro,. a Rand "~E6 as conditioned by apprc .ioned by approved TIA to p
Scale. 1 100 Certificate Disclaiming Water /Sewer be installed prior to Final prior to Final Plat approval. P.O. Box 306 Cape Fear Township / New Hanover County l North Carolina 2 of 2
Suitability * Water / Sewer Availability 0 Wrightsville Avenue, Suite 101, Wilmington, North Carolina 28403 Date: 01/2g12007
Tel: 910-256-9277 Fax: 910-256-2584 Not withstanding New Hanover County approval of this Preliminary Plat, lots shown on said plot may not receive Health Department approval for on-site sewage disposal )5an on olina Beach, NC 28428
www.withersravenel.com systems, nor for individual water supply systems, nor does such approval guarantee the antee the Modified Preliminary Plat
availability of water or sewer services from New Hanover County.