Riverside_2008 signed preliminary map
VEHICLE OVERHANG/ 9'x16' PARKING 2' VEHICLE N
9'x16' PARKING OVERHANG/ 5~ 2' sPAGES 24' DRIVE AISLE 18' PARKING SPACE 18' PARKING SPACE 24' DRIVE AISLE SPACES SHOULDER
Nome Place, Sec, 2 N/F ~
MBB P .42 N/F 9 coNC. Edward Stephen l N/F Merle J. ~ Robin P. Graham WHITMAN AVE ~ ~
SIDEWALK 24" CURB N/F t GUTTER ~ Frieda Fdward S. ~ Frieda Lowell D.B. 4865 Pg.214q W N
Edward Stephen Lowell D.B. 726 Pg.600 R-20 W E NARRELS LN LONG LEAF DR 0 C ~ R-2O 9p S LAUREL DR Z W p c'V
_ ~ Frieda D.B. 780 P .170 Typical X 5ectlon at Parking Area g W,
Lowell R-20 _ WIND SAIL DR U ~
N/F D.B. 780 Pg.17D8 HORNS PLACE DR ~ ~ O - .~'p N KERR AVE
N/F N/F Donna M. Vollers R-20 f O ~
Ronald ~ N/F John Cla ton D.B. 1121 P 803 E. Y g. Victoria L. Ronald. E. ~ Vollcrs III R-20 - ~ ~1 Slte ~ Z
N/F Buffkin Victoria L. D.B. 3357 P .028 ~ ~ - Vernle Edker Kett g ~ ! I _ o ~i ~ ti',' ADWICK AV NARNETT ~ O
Buffkln R_20 26 123q~6q - Cavanaugh D,B. 4086 Pg.673 J ~ 'uella CH ~ AVE ~ ~ U
N/F R-20 D.B. 4086 Pg.b73 2 ~ D.B. IODq Pg.14q R_20 6 ~ ti
Vernie E. ~ Betty R-20 ~ ~ ~ CAST ~ ~ C
N/F Cavanaugh ~ J \ ~ 2 w ~ LE CREEK LN W ~ > l~ CARS SEITTER~ 4 H£ PILGRIM CI vP Z O a`~
Vernie E. ~ Betty D.B. 804 Pg.Og2 _ _ i,;g~ f Buffer
Cavanaugh R_20 ~ erimeter 1 - i 20P~ . 37 ~ Uj'11~5- D.B. q03 Pg.323 ly 61 A5 ~ ~ 3-CJtOr _ \ LI? Rjp ..C
6 ~ ~ -Yl- - R-20 ~ l~4 v¢ AGE pA J~ Q ~ = i \ Rk DR Wv 3
I ~ N J ~ 3
~ I, ~ r. I I ~ 1 ldenc I I I!
l4q ~ e 6 ~ 'k' I I ' ~ c'V
Open Sace/ ~ i ~1 ~ ~ N/F Vicinity Map ~ ~ ~ ~ _ Wri htsboro Plaza (No Scale)
- - ; assive - ~ - ~ g _ ' D.B. 1613 Pg.g04 ~ ~ ~ ~ ._.I 8-unit SG W -
- 2 ~ 18 q13 s.f . Rec Area Dumpeter . _ - _ -
1 / Q Pod 4 / - - - a ~ Q -I aC t Enclosure Garage/ = W o Storage N z ~ rn
9? 6, 12,315 s.f. Bldg. s ~ _ .L
s~,
~ ~`{`1, j ~ ~9, 17,124 s. f . 117' _ (~C1'i H HOVER COUN TT;C ChAIRPER50?~! Z ~o
~5 -
Y` DATE CHAIRPERSO?~~ I` 28
u' 8-unit / ~ U! 3S' ~ - ~ Gara e/'
~p 9 ~ Buffer Stord e !,'i`.1 N/F Seal
25 cop 9 N I ~ Bld , Wrightsboro Plaza
~ 13 273 s g 9 18 214 s 0 , .f. - , .f. ~ D.B. 1618 Pg.14g0
1~ A~ Open Space/ sc
m ' r• ~J ~ - w W Active
G 15,11a s.f. ~ 2 ~ w Rec Area ~ificate of Aooroval
~F 0 ~ ?
w ~ W ~'v w ~ w t~ 1 1 2. ~ aC. f' ~ New Hanover County Planning Dept _-J 11 ~
9 ! ~ I ~ I
J ~ P• w W w w ~ W w 13 65? s.f. ~ ~ I I I ;al ~ ~ Dam Planning Director
o ~ ~ w , ~ w'~ ~ +l{ +V W V i1+ 4 I ~ ~ , ~ 13 465 s 3 - ~tlory/ '
w ~ I W \w 1 4 '~~~1 2~4 nit I
i \ ' ~ JF ~Y ~L w w 71 \p ~ I I J I _ General Notes: Res 1 ~Jence - _ i
54 ~ w w w I I 1 ~ - I. New Hanover Co. Parcel Nos.: U ~
36 3- t r / 11 7q0 s.f. P Y r ,6, v• Wetlands w L 1. N
• ~ 241 Init ~ V ~ 150 ~ ~ ~ ~W 36, 737 s. f . w .I ar ~ UT 1 ~ is ` ~ 3129(06) - 37 - 0950 _j ~ Q ~ ~ ~ 3129(06) - 37 - 2680 _,j N
o ,,,.~r I Resl~~nce ~ iii ~>I, w' 215-~38 ~ 3129(06) - 47 -4528
c,lau~j-';k I I 30' •~pr,;'< ~ ~ w w w W I ; 3129(Ob) - 47 - 7895 ~ 0 U
102' , ~,~I~. ~ U t5 - ~ I 3129(10) - 37 - 3236 ~ ~ Z I l 1=,~ 3129(11) - 57 - 211q ~ X ~
s $6, ~a. 1 ~
V_ q,085 s,f. ~ ~ ~ i \ r ' ~ ~ 2. Total Tract Area: 95. I6 ac. t ~ U
~ w W I • ~ I 3. Zoning District= R-15 ~ C N
`i0 w w w , t _ 4. Land Classification: Transition C Q m
_ 8 , r S, 3 5. This tract is 1]>z~ within a Special ~ ~ ~
~ 9 ~ ~ w v~ ~ 8 753 s. " Flood Hazard Area an evidenced on o C Dumpeter FIRM 3720312900J, dated April 3, 2006 ~ ~ -
o f. , 1_ J/ Pad t Enclosure ~ > Q
a 706 5 ' , .f~ t I ~ N-
\ q~ 085 s. f . ti~~ ~,~+~r 0J Pad / \ , I..L U 8-Ul'Ilt ~ c
• SOD Enclosure 3 Garage/ Coordination req'd. with adjacent ~
8 706 s.f. ss X20 ~ ~ StoragC property owner to address sprinkler
o ~ ~ Bldg. system water source for fire service.
Sp A • Open Sace/ p u~
_ r• Passive
8-unit 4k ~ ~ s,, S q 264 s.f. ~ Rec Area Gara e/ ~ ~J ~
30'R tc Volley 8 706 S. f . ~ g Q l for Cul-de-.ac ~ ss, ~ .O aC. f Storage GO ~ pq Wetlands o~ '
I 1 Lerpth < 150' y7 . _.;.r,.r~. i 5,258 s.f. _ ~ ~ ~
~ 2A, Bldg, ~ 4B'R to Valley \2 ~ l ~ ~ ~
~ ~ far Gul-de-~ ~ • Lergth ? I6a' ~ ~ ~ ~ ~ o i ew Extend Public R/W to
9 ~ r 26 .ai6 CY / intersection with Castle ~ V Hayne Road (ref. TIA ~ ~
40' ~ _ ` for req'd. road O ~ O
I ~ 8 706 s.f . 1d , improvements) Z
- s r ~ ~ 33 ' to utu• lo' ual. ~ o q,4 s.f. f 55 - ~ O `
a~
26'R ~iR 1 i ~ ' ~ ~ C ~ gewer 55 W ~ - - - ~ ' F.rr*_• Public Sa''.
120 ~ ~ a Development Notes: ~ ~ c°~
a.. Public Water yl
~ i I G ement Ube > 1. A11 development shall be in accordance with n l
• Eas Q - w' urunr eerrr.- _ ~ UtIIItY 10 _ the New {-lanover County Zoning Ordinance ~ c0
and Subdivision Regulations. N/F ~ _ ~
Cul-de-Sac Detail ~Ve ~ N r Active 8 _ o N 2. Riverside Drive to be dedicated as a PUBLIC Q ~ IZ o Edwin I. ~ Nancy R. Ennis Jr. road. All other streets to be dedi as ~ Z
w/ Valle Gutter r5` ~ cP ~ y ~ iVe N.T.S. ReC Area Private Public ~ ~ D.B. 1493 Pg.1768 ~'RIVATE, but for public use, and ed signed ~
I R/W R/W W ~ R-20 constructed to N.C.D.O.T. standards. ` ~
2A,6~3 s.f. ~ ~ 2.8b ac, ~ W These restrictions shall be included in the `I J Q in the Homeowners documents: ~rrr
~ m to I No Gates U 2.) No Speed Bumps ~ ~ ~ O
Easement ~ . - 10 Utility f 3.) No On-Street Parking ~ ~ ...n ~
1J 4'Sldeublk N U ~ O ~ 3. All common areas, inclusive of recreation areas, f
40' ROW - 24' V-V or ~ ~ utulty ~ shall be dedicated to and maintained by a y„_ v J L
Eaeer.,ent so' ROW - 34' v-v ut»It~t 20, 5tormwater Homeowners' Association. Q ~ ~
10' ~ 1 to Detention Pond 4. Street lighting shall be provided in accordance ~ ^ 1 ~ with Sec. 52-9 of the Subdivision Regulations. ~ W O-
3.1 Mmc• ~ ~ ~ \ 1 ~ ~ ~ ~ 3~1 Mcoc. Slops ~ ~ / ~ ' 1/2}~' ~ ~ 0 - 5. Building setbacks shall be min. 20' from all ~ ~ U perimeter boundaries, 10' between detached * 1
To Grade 2,_O, 0 2'-O" To Grade ~ structures and 20' between attached structures.. I V '
vaney i-I/2' vauey slops ~ q, 82b s.f . o Gutter SF9.6B 6. Tract has been timbered, There are no trees
Current Circle Private Road X-Section Development Data: within the proposed rights-of-way.
(w/ Valley Gutter) i2 , -
o Total Tract Area g5.16 ac. Area in Lots - 41.54 ac.t Recreation Area - Utlllty NOteS: lob ~.4• 03061328
minus Class IV Soils - _p_ Area in R/W - 10.5q ac.t 166 Lots 0 0 = x.98 ac, read. 1. Star^mwater mangement shall comply W ~ Drawn By: C Wolf
Multi- _ X . 3 ac./unit 4.q8 ac, req ~ (looz Preservation) family Area l0.gl ac.t 2,q ac. Passl e l 'ov'd. with both New Hanover County #
Common Areas - 3 v Arca prov d. minus Natural water features - -D- 2'12 ac.t 4.6 ac. Active Area ro 'd p v . ~V'd. N.C.D.E.N.R. stormwater regulations Checked By:
8, 402 s.f . ~^0t• aPPllwble) Total 7,5 ae, prov'd. Graphic Scale 2. Sanitary sewer service shall Ix connected to g Scale: 1" ~ 50'
Impervious Surfaces - Total Development Area - 85.16 ac.t Streets - I the New Hanover County public system. so ao 3o zo io o zs so ioo
273,281 s.f. 72 Units X 0.03 ac,/unit = 2.1b ac, re ~ Sidewalks - 17 618 s.f, ~ a ?.1(o aC. read. Date: 04/03/08
20~ Performance Residential Densit - ~ l.q ac. Passive Area prov d. Certificate Disclaimin Water /Sewer Y 2.1 ac. Active Area ro ~V'd. 3. Water service shall be connected to the New did Hanover County public system. Increased ~ Revieinns• 04/30/08 for
g 85.16 ac Cd ~ 5 uni~.a/nr _ - p V d.
tau Laing Koottops 431074 s.f. Total 3.0 ac. prov'd. Suitability # Water / Sewer Availability Total Units Permitted - 38 capacity will need to be staff comments provided to Contour Interval - I' 05/27/015 for TRG
2 Parking Area Pvmt. - 66100(o s.f. Sin le-famil Lots - 16(o Not withstanding New Hanover County approval of this Preliminary Plat, lots shown on g y Sidewalks - 1 462 s. mitigate impact to the system. Topographic data compiled from NHCo approval conditions aerial topo maps, not from a field survey.
said plat may not receive Health Department approval for on-site sewage disposal Multifamily Units il 72 SUbTotAl - 126 362 s. 4. All telephone, electric, gas and television Boundary data compiled
f, (21.gX) systems, nor for individual water supply systemsr nor dots such approval guarantee the (3BR single-family lots ~ service lines shall be installed underground. from on actual field survey by! Sheet:
availability of water or sewer services from New Hanover County. 2 * 38R apartment units) Total _ 407,851 s.f. (9.8X) 5. No construction shall commence until a permit Paul D. Talbot, P.L.S.
Total Project Units - 23B (For DNQ "low-density" development of max. 24% is obtained in accordance with the New Hanover 16747 U.S. Hwy. 17, Suite 108 of County Soil Erosion 4 Zedimentation Ordinance. Hampstead, NC 28443 0
each lot can have up to 3500 s.f. impervious)
Tcl. (q10) 270-g824
Development Notes:
Sewer Service Development Data: R/W R/W
14 Utility Eerrlt. R/W Cleanout R/W I. All development shall be in accordance with o Legend: Total Tract Area - 85,16 ac. Area in Lots - 41.54 ac.t the New Hanover County zoning Ordinance ,o, - 0 60' R.o.w. ~o Gu'tificate 1Jf Annroval C 13' 17' 17' B' 5'
' 6110 la' min. Water Meter 32 Existing Contour _ _ _ Area in R/W - 10,5q ac.t and ~ bdivision Regulations, z - Ncw Nanovcr County Planning Dcpt pp oZo
Public Water Main •e a•al,io (B D,LP,) mInUS ClaSS IV 50115 0 1 Drop Inlet W/inlet Protection Multi-family Area - 10.81 AC.f ~ ~ ~ K 7 TYF~ ~ 3 ~ I "Ap Curb b° Crown "A° Curb m 1 3 5" Ganc. N 3
tool Preservation 2. River's Drive to bC dedicated as a PU6LIG m3 stormwater Runoff Direction ~ ) Common Areas - 32.12 ac.t m j 2" Asphalt b" Marl Sidewalk ~ ~ I' I' Baee I' I' Date Planning Director
minus Natural water features - -0- road, An other strccts to be dedi as ~ n, street Proposed 5cn. Sewer Manhole PRIVATE, but for ppublic use, and esigned 4 constructed to N.G.D.O.T. standards. • ~ •o 0
Proposed Fire Hydrant (not appllwble) o Impervious Surfaces -
o Water Mains W/ Valves otal Develo ent Area - 85.16 ac.t 1 s These restrictions shall be included in the Pr posed T pm Streets - 273, 2q f rn the Homeowners documents Public 8 5CN 40 Pvc - River Pointc Drive Public Road X-Section N.T.S.
min. _ Sidewalks - 17,618 s.f. I.) NO Gates ~f'aln ~r :+,,1',+t~, Proposed sidewalk a ormance Residential Densit - 2.) No Speed Sumps Prf Y N/F N/F
--_wW g5.16 ac. @ 2.5 units/ac. _ 3,) No On-Street Parking otal Buildin Raofto s 43 074 s.f. N/F Jahn Clayton Donno I`1. Vollers N/F Ronald E. # Vollers III MBI121 Pg.803
lo' Utilit Esmt. + W Y T - 9 p r y _ Wetlands 5.07 ac. Total Units Permitted - 238 Parking Area Pvmt. - 6b, 006 s.f. 3. All common areas, Inclusive of recreation areas, Ronald E. # Victoria L. h1B3357 Pg.028 R-20
' Water ~ Sin le-famil Lots - Ib6 Sidewalks - 7 462 s.f. shall be dedicated to and maintained by a T pical Domestic g y r Homeowners' Association. N/F Victoria L. Buffkin R-20 Vernie Edker Bett Buffkin T"184086 Pg.673 .2
itary Sewer Services Multi-family Units - 72 SubTotal - 126,362 s.f. (21.q%) 4. Street lighting shall be provided in accordance N/F N/F Cavanaugh 1`184086 Pg.b73 R-20 ~1~~ N/F Vernie E. # Betty MH100q Pg.14q R-20 ~
N.T.s. (3BR single-family lots ~ with Sec. 52-9 of the Subdivision Regulations, Hlome Place 1-IOI'Yle Place Sec. 2 N/F Vernie E. # Betty Cavanaugh R-20 2~ 125G1.(pq
2 ~ 3BR apartment units) Total - 407,451 s.f. (q.8%} " - ~ " ent o max. 24% 5. Building setbacks shall be min. 20' from all MBS Pc ( Craig 5. # Cavanaugh MB804 Pg.092 I'1B8 Pg.42 N/F Suzanne S. MB903 Pg.323 R-20 ~37n E, Y J~
Total Project Units - 238 (For DWQ low density developm f , All Existing each lot cm have up to 3500 s.f. impervious) perimeter boundaries, 10 between detached R-2l R-20 craig s. # spell R-2o 2ro Iy 81'~ Suzanne S. 1"IB48g5 Pg.278 r~
( General Notes• Interior Lot Lines structures and 20' betureen attached structures.. Spell R-20 184' MB3gl6 Pg.370
to be abandoned E Recreation Area - N/f recombined into 1? 1. New Hanover Co. Parcel Nos.: 166 Lots X 0.03 ac./unit = 4.q8 ac, read, b. Tract has been timbered, There are no trees Annie Moe sr N/F R-20 ' ~ _ Passive Annie Mae Smith White - 14~ ~
proposed lots.) _-I--' 3129(06) - 37 -0950 I within the proposed rights-of-way, MBI153 i _ _ r 2.q ac. Passive Area prov d. MBI153 Pg.7gl : R-20 '~3~ ~ 2~ 3~ ' 157 ¢ 18~ q a ~ Rec Area
1 3129(06) - 37 - 2680 I N R-2 _ I ~ 4.b ac. Active Area prov d. N/F ~ ly 81 15 9 ~ ~6, 12, 315 s. f .
_ ~ ~ ~ ~ ~0 3129(06) - 47 - 4528 Total 7.5 ac. rov'd. Jam69 A• a ~ 92 ~ 15(o s.f O.q ac.
- 8 O6 - 47 - 7895 p Sylvia M. LL; 3129( ) N/F Ponder pump 1 17,124 ~ n7'
3129(10) - 37 - 3236 72 Units X 0.03 QC./Unit = 2.1(0 QC. read. Edna Glenn Su s N MB4010 P 37q MBI379 Pg.122 _ - 86 9 R-20 120 3129(11)-57-2119 12o s.f. s.f. Pt~J 15q
_ - l.q aC. Passive Area proVld. MB1573 P®.763 6~ R-20 ~ 73' m ~ _ ~ - I N/F R-20 73
~ 2. Total Tract Area: 95.16 ac.t 2.1 ac. Active Area prov d. Rebecca Nixon Winslow 104 l0~ Total 3.0 ac. rov'd. 1781201 Pg.1838 70' J 105 12, 743 _ ~ 15 155 / 13, 273 10,172 s.f . ~ 15 2 ~ 17, 042 18, 2 4 fi I s~.f 8 ~ ¢ s.f . W w ~ W W w w o
N.T,s. p R-2D 70' i 10,1T N N b5' ~ s.f. s.f. W W
Stub R/W ~ construct street ~ S ~ 651tGr t k
x-section to property line -10.2ar 65, ~I rl ~ N N for Future cornectlan t extension. 22 5' 'v - 1 O'-r b - s 100 ~ 101 ~ 10 N tJ 65' ~ q7 N qq - 2 104 ~CQYCII"' 17,885 s.f. s.f.X1 6.6 1(Ol WwWwW~WWWWWWWWW o Lcne s.f. ~ 1 ~0 y, ~ 13, 657 W W i W W W W J~
1 ~ q8 _ ~ to lba O b5 - I f~ N 10 023 12, 631 , ~ 10,168 - ~ s_ ~l w W W ~ 40 Private ~ ~ s.f. ~i 13,465 W W W W W W W W W W W W W W
b5' f - q5 0 7 8 3 ' 7,995 9,137 , s.f. 121994 14,882 s.f. ~ N N ,I r 70' a , 4 s.f. s.f. s,f, s.f. s s.f. SIT- `g•f• W W W W V' W W W W 'K ~ 1 ~2 W y " ht~tldnd~ 122' W
wF ~ 1J ~ '42'24 E' ~ - ~3 0 8 0 .7,810 s.f. .F. r22' Preston T ~ N al , 70 ~ q2 0 7, I s.f. 11,790 1~' W. W. W W36y-737Ws:f. W W W W
e homas t 70 ~ n ~ ql o - 7,810 s.f. R/?~ ~ , R becca Winslow ~ 'l0 a _ 7,810 s.f. I Pr1Y~ 7, 1121_.., aGj w o 7,810 s.f, 5 1 MBIp52 Pg.527 ~ ~ 103 103 ~ ~ 121 ~3 G ,s~''0 Pri atC S.f. ^O ~ W ~ W ~ W W W W W r ` W W W W J
R-20 114 ~ Q 7,810 s.f. Gir 1a f 1 V 3 W W W W W 12, 433 s f G~\ ` W W W
42 88 _ .8,251 g,F, rib b5 65 ~ ~ ~ ~ ~ 12,433 N,T.S. 128' „ 87 8 266 s.f. b5 /ss ` s.f. s. f . ~ a~+ ` 9, 085 W W
NN ~ ~ 8(0 8 421 ~ to utau Fit 65 ~ ~ id~-- ON ~ , s.f. ss ~ p 83 11940 s.f. 65 ~ a` \ ~ W W W W W 1 ~ ~ s.f. ~,d W +Y
82 - II 253 q s.f. ~ f~~~ ~ as' ~ 14q o 1 q~8 W W ~ ~ 150 ~ ~ ~ ~ / WwWWW~W~
1 85 70 ~ 1 r y ~ ~ 11,158 s.f. 14,581 x 8,753 ' 110 4
~T;~~„ p. s.F. ~ ~ 37 apple s.f. ~ ro loo - lOq - 110 - 111 1 108 ~ ~ ~ 151 0 10, 010 s•f • 8,706 ,ry 9, 085 " W " s.f. s.f. 1 A~7 s.f. 131 ~ a ~s~
<,u ~Ql Privalte (W s,,~--~'"' ~8 s.f. 12 034 II,B60 11 084 ~ 112 KI . \ v., ~ l 1 ' T 10, 372 ' ~ _ 9,868 $•f• sf6~~° 105 ~ Passive
s ~ r D 1 ~ ~ry n 53 9,044 s.f. s.f, s.f. ? 10,638 s.f. 11,319 113 u~-` ` '1 1 s,f. 84 9,964 s.f. s.f. ^ 1 s.f. 1 9,264 Rec Area ~ 1
" s \ g s.f. 117' 11,130 ro 11 ~ lu 11. 1 5~ 3~ , ~ ~ ~ _ b 9,539 $ 9 218 4' ~ 74' ~ 7r, s.f. - 11 3F 1 ~ 115 a 123' 8, 706 s. f . - s.f. 12a' ~ aG.
~ .,,r' • s.F. r q t2 9,440 1 11,522 , 1 ~ s.f. Q s.f, eo' s.f. s.f 522 11 363 s.f. s.f. 0 132 N ~
3q 3, 1. 80~,, 74 nb 9 038 13 „ 9,018 1~5 ~ 1~~
.~1. ao, 52 e r ~ 1R 8,697 ~ . 7 637 s,f. 2 N 37 64' 9'. ¢ 73 , 9 250 , 8 706 bA' 97' ° ~ +,26' s.f.0 >a - ~s•f.3 Ol PU~j~1G R~
~ s.f. ~y ~ s.. ~ r D 35 121 . ~ Passive ~ ~ f 55 s.. 12 s
~ ~ 1 `'0 7, 637 _ 9 218 o,f y 9, 242 12 2 13,140 ReC Area s.f. s.f. 12 s•F• 1 24 563 s.f, W W / 2 1 ~0 ~ 13l r 120 S 133 120' ~ ~ U f~
tiA 9,193
i W ~ 2 . q'4 aG . 10 665 ~ ~ i 7, 637 51 s 9 260 s' f . 11,865 r; W W ~ 78 ~o, - - 11 q _ W W W ~ s.f. s.f. o ' 9 DOb e.f, 3 4D' s.f. ~ 118 - 117 b 1: 116 s.f. I ~ 117 - lo' ~,.~~lt 9 12, 724 12a' f J~~ss
9 016 X :.~f • 7 _ , ~ _ u+ .n W W W • qr' , 71 12a ~ `L re?, 13, 591 ~ 11 925 W W W W ` ~ s.f. ~ 9 218 N s.f. 9,131 s. 11,384 r 11,925 s.f. 1~
W W W 7,637 ' a n' a s.f. ? f s.f. s.f. ~ 1 ael k , s.f. s.f. ~ ^ 1~' W W W ~ / ?p, 122 YA ff i o s.f. ~ 13~ N Active ~ ~ ~ • ~ •
W W W .t. W W', W / J 1 ~ I ate W W W . '1W S0 s 9,369 ~ qp Prlv ~rlvate ~ N 9,280s.f. Rec Area r5~d~ D~''Ive
~ ~ 77 70 33 W WWW 57 ~ s.f. ~ 123 12q' 2.8(o ac .
' W W W W I W W W W~ f/ _ 10,518 7,637 ~ 9 218 81~I 12a' ~ ~ 9,105 18,118 X W W W W W ` 1 ~ S.f. ~ r?os.f. s.f, ~ n7, s.f. s.f. vo -
W W W W W,, Active Z W W W W W W ~ _ I~ 1 1 1~ W iW ~ i f 42 135 N 1 ~4.4 1 1 9, 280 8, 947 q, 826 $
W W W W W 1 , ~ ~q Rec Area _ W W W W, W S 9 367 3 4 W . r _ ~ 4q 2 s.f. ~?s s.f. s.f. -
W W W W 1 ~ ! ~ 7(p 7,637 v ~ ~ e.f. ~ 9166 W WI W i ~ r i s.f. i .70 aC. 8,874 3, o r 128 g 143
~ W W W W ~ I ~ 10,518 _ 1ZO' ~ ~.Q~ stf. 12 g s.f• W W W ~ W ~ , s.f. ~ 117 132 124 130 " 13~ ~ '
WWW ` . 1 ~ , ' 68 ~ - - 12q 12 q g 11 662 ~ q 193 8, q47 2
~ W W W . ? v 43 a 20,692 125 ~ _ ! 7 637 ~ c ~ 1 7 ~ 128 11 758 W W W ycJ r s_ 9 254 31 s.F. 12(0 ~ 2 9 r 1 < ~8 r 14,321 _ W W W II - s,f./~D, ~ ~ 8 987 s.f, ~ 9,314 s.f. 15 592 - 13,530 8 ~ s.f. 8,402 11 758 s•f. ~ ~ s.f. ~ ~ ,s.f.
s.f. W, W W W 1 W 75 ~ 12 9,DI5 g , 1 ~ s.f• n t+ 1 '30 s.f. 126' 1 ~2 / ( o F.
W. W W W W 'o / s.f. s.f. 12 s.f~, rs~~ s.f. 141732 ' $ 101518 (n 7 ~ W i, W W QY ~ ~ Y I 1 5 12 s.f. 1 s2' ~ 137 N 9, 004 >~o' 9,019 1~1 e.f. 3
W W W WO 1 ~ S.f^•n V' W W W W ,d" 4 1• , 11..., r' 7,637 # 1 I 81J' 1 I, s.f. 13~ 1 ~0 ? 9,125 14,142
1 's e.f. ~ 9029 30 9i ~ W ° r" W ' ryo 5q ~7 s , e _ 9 547 1 q4' W W ~ ~ ~ s.f. , 12~ - q,2Oq s.f. s.f. Storm water
~ 8,g30 9,218 s.f. o , 40 - ~ - s.f. s.f. n7 138
,WWW F 28 W W 37 3' 3' s W W W 7,6 12 q 12 21 138 ~ ~o f4 g.f• Detention Pond
W W W W s.f. ~ryo y~ (/J~. 14 732 ; W W W W ~ X 15 2q , 22 w 13,016 9,407 ~ ~ s.f. s.f. \ 1 ~17
y W W W 1, ~05 ~0 a 9,153 11,218 s'F• 27 Ic 4(0 ~ a _ 23 W W ~ 7 637. N 8,792 s.f. s.f. 14 845 ro 2~ ~ 23 _ 13,367 \ s.f. s.f. ~ ss~~ W 1 ~s
W W W t , ,yo s. 11,284 , - _ N .14,584 WW W W W ~ s.f.• f• ~ I s., 15393• ~ 2~ W ,I ~ 1 s.f. f , ~ 25 - s.f. 14, 584
W W' W W W 4 W 1 \ f 1 s.f. W W ~ ry
W W W W 1 ~ o ~ g' f. 15 777 151444 7 637 t ry ~3 W W s.F, W W W W W C, W s.f. 0 61 ~ '2,346 s.f. Boa C W w ` Q?
W W W W W. 1, 7 637 n ~2 ~ W W W W W , 9 923 ~ 7 ' 7a ¢ ~.f . ~ ~o GAG ~ ~ ~ W W ~
s.f. 7,637 ~ , ~ W W W W W W 'w ' s.f. s.f. ~ W W W W , 5 w W w 1, W W W
W W W. W W W W W ~1' 1 1 ~ nl \ W W W W W W W L ry~ TI1 ~ ~ / / _ 7 0 14 395 V 14J142 ~ W W W W W W W W W i] 1 - w ~-I
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a W W1+40,603` s.f.W 1 _ ~ i~ W 8,600 81600 8 600 a 1 I .~y ,W W W s.f. s.f. ' l ~ W W W W W W s,f. 8 600 ~ W 92 13, 1'~O ~•f • ~\~V W •L W W W W W 11 ~ 12,826 ~ s.f. ~~~s. W ~ N/F N/F
W W W W W W W; W ~ / 1 1 Y/ W W ~ , W W W W W Y W tl { W 62 b2 •,+~f~ W J ` 1 1 2 s.f. ~ N/F Brandon Wa ne Gcorgc R. # N/F .L. ~ 12, 074 Y Mary D. Hanson Joseph Anthony
W W W W W ~ W 6~' 8, 875 ~ ,1 W W.W. 13 N W W 4 W W W ~ W 1 W 6?' s.f~ W W Y .v - 11 13 ~ g f 7p' Brandon Wayne Albers MBlg61 Tench 11,031 ~ 7 N/F Albers 1"164966 Pg.504 MB4g51
W W W p ~ i~o WWWW W W _ 14 ? 10,173 ~ W W W W J 0 W W W W old W W W W W W W s 15 s 9 747 s.f. A 10,173 s.f. 1 ~ N/F Brandon Wayne Pg.24g2 PgR.24g2 R-15 PgR.l2~0 Albers
6 W W W W ~ w O W W v W W W W W - r W f1 s.f. N/F Annie B. Evans MB4gOq R-15 ~ ' Gcorge J. # MB74q Pg.212 P 1286
a W W _ ,a., W W N 25 W W W W W W W W W 111539 s.f. W W W W 1 o W N Open o. J W W W W W W co~~ W bletlands W s.f.
_ W W W W W W vy ^ W Storm~.uater W W 5 aCe ~~`~0°~ W 34Y67Ws•P. W W W I ~r1mQ er~n'•'~~ 7 ~ N/F Teresa F. R-15 R-15 liaison Sr. N ~ John S. # Linda Mg1453 Pg.1652 N/F Blanton I`loare
WWWWW W `---Detention Pond W ! WWWWWW WWWWW 1 • W W W W W W W W W W w , W W W W W rv W _ r. N/F John S. # Linda MB2844 Pg.004 R-15
r W W W W Wi 1 W W ~ Y' W W W W W W W W W W W ,351 W W W L W W W W W i W I' 1 W W W W W W W W W W W W 2~b Laura E. Hamilton Blanton Moorc R-15 N/F I"1Bg70 Pg.858 MB28R-15g 004
Z W y W \ ....~J W W W W J W W F N/F W W W W W W W W W / t^-' W w w / ~~W W W W I II 1.1 Jol'In E. Q~ LIlIIXIa DG W W W W W W ' W r ~ G'~ W W 1 1 W '°t al•06 00 1'~ N/F Ltan G. RCay ,n E. # Liliana Dc R-15 Leon G. Reay
N W W W W W W W W /W 1 1 f V W W~t~q~~g 5 C~ / @. L' Daniel J. K611ogg Jr, MH4gb3 Pg.2431 W W W W W W '1B4g63 Pg.2431
~ W W lla 647 W ( N/F MB4967 PQ.2b24 R-15 W W W W W W W W i' W 1 ~ Rachel P. Luca R-15 9y W W W W W, W ,/W W i W (W W •Jaf, W ~O MBI586 P .27 s R-15 $ ~ W E
W W W W h W' ~ / ~ _ • W / ~ e D / 6' N/F R-15 I
W W W W W W W W W I W W J W . i / /6 N Micheal N. t Earls /F .lean Po Wr
Micheal N. d Earlo ~ W W W W W W 1 MB1212 Pg.1175 W W W 0 Jean Pope R-15
W w W W . ~ ~ ~ N/F MB4134 Pg.590 Wr r W W W W + ~ ` Robert A. Blind wr ~ ~ Graphic Scale S N.T.S.
R-15 W W W W W o N/F Chadwick Jr, N W W W W W W 0 N/F Robert A. Blind MBI645 P8.796 Ra On 10o so co ao Za o so 10o Zoo
~ ~ Gr h W W W 4 W R ~ N/F Bennie E. t Robin Chadwick Jr. R-15 = Centerline Curve Table
•Y W W W W W Don Si ~ W. Boss Jr. f1H1b45 Pg.7gb • ~ W W W . W W, Pamela B and ¢ MBIBIb Pg,g4D R-15 • 5' canc. ~ Gr + .Smith R-15 • 5ldeua~k Gr On W
W W W W ~ MB1668 Pg.1377 • DO W W N/F R-15 • • N.T,g. CURVE TABLE LINE TABLE Gantour Interval - I'
~eo L. 4 Sus • m D. Se Jo 3 3 1 Garner Jo CURVE LENGTH RADIUS Topographic data compiled from NHGo Slte SOIlB GI 4 310' 477 aerial topo maps, not from a Field survey.
1~ 1 MBI273 Pg.1625 U • e • MAX. I 1 i'1AX. R-15 . ~ _ C2 ' ~ L2 141
L/ Gr N/F ` Do - Gr -Graven fine sandy loam G3 L3 604 Do - Donovan 80118 G4 5 3' 600' 1 Boundary data compiled
OF Robert A. d Sylvia hadwick 1 V oy Jr. ~ . Jo - 1 G5 15 ' 360' b from an actual field survey by: Jo -Johnston soils ~ 34' looo'
•{,rh MBI51q Pg.g51 N/F • On - R-15 Chadwick Acres q~ RQ - On - rOrlstow loamy fine sand c7 3 9' S Paul D. Talbot, P.L.S. Ra -Rains fine study loam c9 ~~o' 310 16747 U.S. Hwy. 17, Suitc 108
Typical Drainage Part 2 5».w~~k N.T.S. M85 pg.llb se - 5e - seagate fine sand a0 b~ ~ 3 s~' Hampstead, NG 28443
SWAIe Cross-section R-15 Roadway from intersection Wr - Wr - Wrightsboro fine sandy loam 12 70l' 3677' Tel. (910) 270-9824
N.T.s. SidCwalk Location ~ at Castle Hayne Rd. to Stre,rt Connectivity Ratio Tributary Circle will be GI3 5 ' O'
dedicated as b0' Public
o9/ia/o7 or X Total # Links - 18 R/W ~ constructed as a road Owner / Del Owner /Developer: Sheet:
Seal Job No. 03061328 Revisions: review comments ~ Total # Nodes - 14 with driveway access points Ratio ¦ 1.3 through the commercial center, Riverside Development
• • ~ ¦ ~ ¦ ¦ r n ~ A A \ / 1• \ 1 r 1 to/oe/o7 far n__..._ n... - ~ ~
VV ' ' r-' C. K RH V G 1-4 IG 1. vidwii oy: G. W01t/ I LL TRG approval conditions NGDOT Driveway Permit req!d.
Checked By: 05/19/08 For at Castle Payne Road. All improvements G. Wolf River Pointe Group, L.L.C. Performance Development
ENGINEERS I PLANNERS I SURVEYORS Proj. t Road Nunes Certificate Disclaiming Water / Sewer as conditioned b approved TIA to RIVE
Scale: I" - 100' 05 B a 7.ZC be installed prior to Final Plat approval. a s Suitability # Water / Sewer Availability P.O. BOX 306 Cape Fear Township / New Hanover County / North Carolina 2 of 2
7040 Wrightsville Avenue, Suite 101, Wilmington, North Carolina 28403 Date: 01/29/2007 Not withstanding New Hanover County approval of this Preliminary Plat, lots shown an
Tel. 910-256-9277 Fax: 910-256-2584 said plat may not receive Wealth Department approval for on-site sewage disposal Carc Carolina Beach, NC 28428 11 Modified Preliminary Plat
www.wlthersraVenel.com systems, nor for individual water supply systems, nor does such approval guarantee the availability of water or sewer services from New Hanover County.