20020712 Ver 1_Site Plan_20020507

NOTES:
1.14 LOTS DESIGNATED.
LEGEND: SITE LOCATION MAP
NO-BUILD LINE Not to scale BASE FLOOD ELEVATION = 1 1 ' MSL 2. UNDERGROUND UTILITIES AS PER JONES ONSLOW POWER CO., BELLSOUTH, FALCON CABLE
AND OTHERS AS MAY BE REQUIRED.
MEAN HIGH WATER LINE (MHWL)
3.PRIVATE SEWER WITH INDIVIDUAL LIFT STATIONS ON EACH LOT, PUBLIC WATER SUPPLY IN
- - - - - - - - - - - Site Location
30' OFFSET FROM MHWL
- ' ACCORDANCE WITH SURF CITY AND NC DENR REQUIREMENTS.
L
- - - ARLENE YOW5.
r � ' 4. C.A.M.A. MAJOR PERMIT REQUIRED.
COASTAL WETLANDS (CAMA LINE)
ZONED: R-5 � `'°� ' , �' ';�" '' `' ` ` ', ', � � ', ', � � ', � •
5. DEED RESTRICTIONS TO BE SUBMITTED TO PLANNING DEPARTMENT PRIOR TO FINAL PLAT
- - - - - - - - 404 WETLANDS
- 9`! , , � ' APPROVAL.
• 1 ' , I
.................................... R-5 SETBACKS y r
6. EROSION CONTROL PLAN IS REQUIRED AS PER NC DENR LAND QUALITY SECTION.
PROPERTY LINE 7. STORMWATER MANAGEMENT PERMIT AS PER'NC DENR WATER QUALITY SECTION.
- - - '
JAM ES & SARA H I N ES
R/W LINE
; 72" ZONED: R-5 8. ALL DRAINAGE BY SHEET FLOW. STORMWATER TREATMENT IS BY SURFACE VEGETATION.
- - - CENTERLINE (C/L) 1 "27r NO CONCENTRATED STORMWATER DISCHARGES.
1 ' "268" � 9. ALL STREETS WILL BE PRIVATE IN ACCORDANCE WITH SURF CITY ORDINACES,
75' OFFSET FROM M.H.W.L. , 269" "273"
"2S'"� 74 10. ALL MARKERS AND MONUMENTS AS REQUIRED IN SURF CITY SUBDIVISION ORDINACE WILL
�" BE INSTALLED PRIOR TO RECORDATION OF FINAL PLAT.
AREA OF ENVIRONMENTAL
CONCERN (AEC) / r 11. CONSTRUCTION OR LAND DISTURBANCE IN 404 WETLAND AREA IN ACCORDANCE WITH C.A.
�.
:1T 20 of 10 f. $y l' r ' '. ', 88 of 11 s.f. "26s/ zz7 - M.A. MAJOR PERMIT.
- - - - - CONSERVATION EASEMENT/
12. FINISHED GRADE WILL BE ESSENTIALLY THE SAME AS EXISTING GRADE, EXCEPT FOR
C.A.M.A. ACCESS REMOVAL OF SURFACE VEGETATION AND ORGANIC OVERBURDEN AND FILLING OF
PUBLIC ACCESS EASEMENT 9.1 '4 " -_"265t' r q�
r 3 , 277,, DESIGNATED 404 WETLAND AREAS.
WETLANDS TO BE ; }9
404 ETLA
`, - - r zs>" i ay / 13. ALL SUBDIVISION STREETS SHALL HAVE REGULATORY SIGNS CONFORMING TO N.C.D.O.T.
FILLED - : - / SPECIFICATIONS AND SURF CITY ORDINANCES AND SPECIFICATIONS.
�� /"278n
14. MARITIME FORESTS AREAS DO EXIST ON THIS SITE. MARITIME FOREST AREAS SHALL NOT
WATER LINE ' ' 25�5 " 2 ",
ARLENE YOW �; ' ' ; ' / BE DISTURBED OR CLEARED MORE THAN NESSECARY TO CONSTRUCT STREETS, UTILITIES,
- - - - - SEWER LINE ZONED: R-5 " r AND STRUCTURES.
r ' ' ' r "' '' ,r ' ' '\ r '' �•• Lot 12 "281 "294" f `\ /
turn 9 •' 44,235 s.f. "2°5"
/ of°'Lins. t, A;` "358" � 97" / 15. CENTERLINE OF WILMINGTON STREET IS PROPERTY LINE FOR LOTS 9, 12, 13, AND 14.
„ 6 293 98" /
' 356 S�0 T34"W '283" 282' 0�% "299"
"254 3, _ 290' 16. PROPOSED SUBDIVISION ENTRANCE IS TO BE ALIGNED WITH EXISTING WILMINGTON
"25 2.4" Lot STREET TO THE MAXIMUM EXTENT ALLOWED BY NC DIVISION OF COASTAL MANAGEMENT.
Lot 8 t
4AN ' "353" s
� 32,154 s.f.
•��F. / $ $� 24,893 e.f. y :9 111
Lot
\ 289 l "3 17. PRIVATE STREET REPAIRS RESULTING FROM PUBLIC WATER LINE MAINTENANCE OR
Lot 7 •� �� s? 7„
28,388 a.f. 2 a s "28 " •, REPAIRS IN THE SUBDIVISION WILL BE THE RESPONSIBILITY OF THE SUBDIVISION
Lot a y cR 288" "35, �+ /Z coastal HOMEOWNERS ASSOCIATION.
5 ,� '.p
I v� Lot 5 3 31.8 "2 8: 249" �'+ SF' „3 Wetlands
t Lot 2 ig 32,784 s•f• _ - - - ,.246„ ��� " °! 18. LOTS 4-9 ARE CONTINUOUS ACROSS ANCHOR DRIVE TO THE SOUTH SUBDIVISION
u,484 s.f. I �S ' 3 "247" r. �'` , ', PROPERTY LINE.
i9,898 tCf. �O• Lot 4 j . ; ' 305" A"
'401
l 27,739 s.f. cYi' ' ' „3 3.,/
t, �a "243" �l/ • 0 C i�,
Upland "3
m. 3 °3 s Total Area = 501 ,598 s.f. =(11 .515. Acres +/-)
•� ' , '�' •�', r ' "242"/ ' •47:' 4-
p of 14
' s " Area In AEC = 144,845 s.f. (3.325 Acres +/-)
, �
1129
"241.. 37
/ Pavement in AEC - 10,106 s.f
�' 34 .� ; +� � ISLAND CAY, L.L.C. /
Lot , , '..2 "333 ' �`I , ' ';`, ' ' ' Portion of / Houses in AEC - 1 ,252 s.f. +/-
0 AU!.L { �I: 0 332 �
{ . ' Lat 8 .� �, ZONED: R-5 /
•_q 31',,J3 `NOP i' N9 2t4; ' of ` ', ' / Total Impervious Surface in AEC = 12,360 s.f.
377:'• "328„
' \ "233" ­-J4"- E / i - ,- �. Ct 73 / . , r •, , ., ! ', /F"' ,. , - , \ , '/ , c. p / / /
Limit of Coverage in AEC (30%) -43,454 s.f
_ No stormwater management system required b CAMA rules.
T _ 9 Y q Y
zTP, INC. -231/ - _ _ 91/ - -,? Y'~/ ~/T 2 0/ Portion of,
C7 L.! f 1 r L ,- •+ ,Portion,f' , , , d
y ' t ''- r Lot 4 Wet anal \ \ t. / / /
ZONED: R-5 , . - ' �, N -' -' Wetlands ,�� / / / ZONING: R-5
L
7-, ./,� __--, / .';� ,.l '_ \ -. Ilk SETBACKS:
_ _ FRONT = 15'
_ -' - ` \ / SIDE YARD = 7.5'
SIDE YARD ABUTTING STREET = 10'
REAR YARD = 20'
\; "ROAD CENTERLINE DATA/ y / MINIMUM LOT SIZE --
5,000 S.F.
\ / / �� CL 1 A N320 00 00 W 37.53
CL 1 B N32000'00"W 17.65'
&\\ `y / / S \ CL 2 N25° 17'22"W 95.34'
LOCATION OF 404 WETLANDS "206" TO "313" `\ `\ `\ \\ MINIMUM LOT WIDTH = a0'
CL 3 N280
24 18 W 171 .86
TP, INC. \\ \\ \✓ �,���/ / CL 4 N44-51 -2211W 79.23' MAXIMUM LOT COVERAGE = 40%
/ Topsail Cove at I / ego\\a� / CL 5 N30° 33 4711W 91 .89�
\ Surf City I \ / ,/ / CL 6 S59°26 14"W 62.22 Wetlands Inside Property Boundary:
/ Section 1 I CL 7 S49 40 34 W 62.26
N54'20'W 71.5 •207" MIA 23.3 "208" S72154 20.3 •209' / / / / / CL 8 S590 36'10"W 28.89' 404 Wetlands: 364,732s.f. (8.373 acres)
S74'23'W 26.7 •210" S64'33'W 27.5 '211" S54'01'W 28.4 '212' / ECEEvt CL 9 S55 12 49 W 37.90$59'10'W 36.3 "213" S1326'W 27.1 '214' S7818'W 14.4 '215 / ZONED: R-5 / / Coastal Wetlands: 246 85s f (5 667 acres)
N41'05'W 14°6 '216° S40'47'W 23.8 "217• S80'S8'W 31.4 '218• / � CL 10 S58°09'24"W 37.54' �
CL 11 S63051 '28"W 50.53'
S44'03'W 44.2 "219" S89'08'W 41.2 `220" S61'26'W 35.9 '221' � >' / '
\ APR u 3 2W2 CL 12 S67° 16'10"W 80.85' 404 Wetlands to be filled: 7 749 s.f. (0.18 acres)
S44'51'W 29.9 "222' N78'14'W 24.8 "223' N63'23'W 27.1 '224' C L 13 N 8 3°4 7'5 0"W 1 19.7 0' '
" DIVISION OF
N21'3842 .1 "228 N8647W157. '29 S8421 50. '223' \ COASTAL MANAGEMENT NOTE: THERE WILL BE NO FILL IN C.A.M A. WETLANDS FOR THIS PROJECT.
S64'38'W 21.1 "228" S86'47'W 51.8 "229° N71'48'W 50.3 '230' `
S76'30'W 21.7 '231' N67'35'W 29.1 '232' N6210'E 30.6 '233' \ 1 '
S75'36'E 27.9 '234" N64'02'E 20.9 '235' N5011'E 46.2 '236"
N04'51'E 203 '237" N34'02'E 49.6 "238° N79291 44.8 '239' `
S75'00'E 30.9 '240" N7338120.3 "241" S82'56'E 32.7 '336' / / ROAD CROSS - SECTION ROAD CROSS - SECTION
S5911'E 20.0 "341' OWE 9.6 '340" N16'12'W 5.5 '339' \ Owner /Developer: Not to Scale Not to Scale
N57'55'W 24.1 "338' N4239W 28.5 "242' N53'33'E 44.5 '243'
N47'29141.1 '244" N83'59'E 54.2 "245" S72'05'E 25.2 •246• `\ / �� / / TP, Inc. R/w Road C.L. RAw Raw Road C.L. R%W
N89'59137.6 "247" N57'57'E 21.9 '248" N81'10'E 34.5 '249' PO Box 2658
/ /
N6813'E 26.2 '250" N80'31E 39.2 '251" N59'55"E 17.4 '252' /j ✓ / / Surf City, NC 28445 25' R w 25 R/w
N5515'W 53.1 '253" N7318'W 48.8 "254" N35'S8'W 53.8 '255' � Finished
Grade 18' Finished �8'
N17'10'E 21.5 '256" N82'37130.7 '257" S34'54'E 35.0 '258' / / / 910-328-6969 slope slope Grade slope slope Finished
--1/4" r Foot PavementlSurface 1/4" per Foot - - - Finished �-1 4"
Grade / per Foot Pavement)Surface -1/4" per Foot Grade
S83'44'E 10.5 "259" 11251A 22.4 '260' N51'52'W 25.3 '261•
N53'46'E 47.9 '262" N7515'E 48.9 "263" S79'12'E 24.8 •264' t 1.5" I-1 - - - - _
S69'43'E 59.7 '265" N41'25149.1 "266' N30'41'E 55.3 '26r / / / Prepared by:
Asphalt 8" ABC Asphalt
N62'43'E 33.0 "268° S86'54'E 22.0 "269" N3702'E 24.1 '270' / Existing Area to be Filled • a 3 6'
/ / Grade with slope no Area to be Filled Existing
N65'58'E 37.7 •271" S85'51'E 30.7 "272" S37'00'W 42.1 '273' / / / Walton Engineering Elev. = 3' steeper than 11$65'05'W 42.6 °214° $4311'W 56.7 "275" S68'33'W 22.2 '276' - PO Box 895 steeper than 3:1 Elev. a 2'
with slope no Grade
/
S4728446.9 '277" S25'03'W32.8 "278" S6546'W18.9 '279' / Based on Surveys b Dana Marco Burgaw, NC .28425 NOTE: Pavement surface is to be flush with finished grade NOTE: Pavement surface is to be flush with finished grade
S51'56'E 23.1 '280° S011'E 21.4 "281° S34'00'E 27.9 '282' Y Y Y
� ' 910-259-4800 (Not level). (Not level).
N81.34'W 323 '283' S29'13'W 55.3 '284" S16'15'E 29.7 '2V Padgett, R.L.S.
N59'56'E 45.2 '286' N81'46'E 25.6 '287' S68'24'E 18.2 '288" �� \
N1513'E 28.0 •289" N61'37'E 55.5 '290" S7918'E 32.1 '291'
N36'36'E 22.7 °292° S80'511 17.4 "293• N51'48'E 26.0 "294' � \ � \
S87'56'E 14.2 '295" N37'39'E 21.6 '296" S33'A 27.5 '297' Figure Project: Topsail Cove Subdivision Title:
S49'354.12.6 '298' MIA 36,6 '299" S22'25'W 46.7 '300'
S611)4'W 54.1 '301" S35'31'W 29.5 '302" S66'07'W 16.6 '303' 0 30' 60' 120' Topsail Township Preliminary Plat
N85'35'W 25.6 '304" N70'13'W 35.9 "305" S55'55'W 22.7 '306' ALTON NGINEERING
S8616'E 24.9 '307" S40'58'E 25.4 '308' N701A 20.6 '309' 2 Pender Count North Carolina
S81'26'E 39.2 '310' S73'43'W 39.3 "311" S60'49'W 54.4 '312'
N69'A 34.9 '313" Revision Date: 4/2/02 Date: 6/11 /01 Scale: 1 " = 60' Drawn by: RMW/J LW Project #: 200110

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LEGEND:
NO-BUILD LINE N 58700 00_' E 100.00' 29.4 ,
Z
MEAN HIGH WATER LINE (MHWL)
ARLENE YOW
N�
- - - - - - - - - - - - - - 30' OFFSET FROM MHWL 01
° .0 ,
I
ZONED : R - 5 `�
- - COASTAL WETLANDS CAMA LINE 0�- - - - - - - - - - - 404 WETLANDS
............................................. R-5 SETBACKS
0.51
N 58°00'00" E 298.10' '4149
- - PROPERTY LINE - 12 .61 ' 1 0.00'
- - R/W LINE
CENTERLINE (C/L)
75 OFFSET FROM M.H.W.L. X .
40,
AREA OF ENVIRONMENTAL
CONCERN (AEC)
- - CONSERVATION EASEMENT/
C.A.M.A. AC _ _ 01
PUBLIC ACCESS EASEMENT
/ \ /
404 WETLANDS TO BE � � ,89�FILLEDcl)
� , ,s�• - ''� ' , / ! �c ' ' ,
� / -
- - - - WATER LINE
TIP INC . o d r'i �
- - - - SEWER LINE 6') Zoe ' o 2))0, � !
ZONED : R - 5 -
I o z C
o Lr) _ /
LOCATION OF 404 WETLANDS "206" TO "313" 0
! oe
Z o
16 6 N -
�.
W 242'� _ - - M z 2&38 t 0 4
40,
N54'20'W 71.5 "207" N88'18'W 23.3 "208" S72'15'W 20.3 "209" od
S74'23'W 26.7 "210" S64'33'W 27.5 "211" S54'07'W 28.4 "212" ' - _ , , Z \,�\\ _ ` / co ' '�3 ) 2
S59'10'W 36.3 "213" S13'26'W 27.1 "214" S78'18'W 14.4 "215" `3 N
N47'05'W 14.6 "216" S40'47'W 23.8 "217" S80'58'W 31.4 "218" �w / C�3i4 ! / ` 336,., z
S44'03 W 44.2 219 S89'08 W 47,2 220 S6T26 W 35.9 221" , ,
, n n , n , n n o � � 1
S44'S1 W 29,9 222 N18'14 W 24,8 223" N63'23 W 21.1 224 rn 'F / �' \ '3 ��p' -
03
N21'44'E 13.6 "225" N30'18'W 15.5 "226 S84'27 W 13.6 221
S64'38'W 21.1 "228" S86'41'W 57.8 "229" N7T48'W 50.3 "230" '3 219
2SN
S76'30 W 21.1 231 N67'35 W 29.1 232 N62'10 E 30,6 233 `
! � ! 6" PVC
S75'36'E 27.9 "234" N64'02'E 20.9 "2D" N50'11'E 46.2 "236" WATER LINE
N04'51'E 20.7 "237" N34'02'E 49.6 "238" N79'29'E 44.8 "239"
S75'00'E 30.9 "240" N73'38'E 20.3 "241" S82'56'E 32.7 "336"
S59°11'E 20.0 "341" N86'19'E 9.6 "340" N16'12'W 5.5 "339" ROAD CENTERLINE DATA
f
N57'55 W 24.1 338 N42'39W 28.5 242 N53'33 E 44.5 243 / -*T! - ,; 2 ` 3g 10' utility -
» n n „ » „ CL 1 A N32000'00''W 37.53' , / ' 2 �,3_ c� '' - -� '3 4 , 3 ' Easement N47'29 E 41.1 244 N83'59 E 54.2 245 S72'05 E 25.2 246 ° I I I I `O / 3�'3 �\ 3.3
n „ , » » CL 1 B N32 00 00 W 17.65 - ! / �? / _' , , 30,, • ............... 3 ,, --�• .'•-
N89'59E 37.6 247 N51'57'E 21.9 248' N81'10'E 34.5 249 ! � ••...... `
n " " " » " " CL 2 N250 17'22''W 95.34' ` ' '
N68'13 E 26,2 250 N80'31E 39.2 251 N59'55 E 17.4 252 ` �` , �� / - ��ch """""' / ` •�'"'" -/
n » „ » » n C L 3 N 2 8° 2 4' 18"W 171 .8 6' ! ` % `' � %� -; �--' '• r�L Or --_ •� ..\ ��-,; ................
N5515 W 53.1 253 N7318 W 48.8 254 N35 58 W 53.8 255 ,_ ,
N11'10'E 27.5 256 N82'37 E 30.1 251 S34'54 E 35.0 258 VV
C L 4 N 44 51 2 2 W 7 9.2 3 ! , -� / �! , -yy. -
S83'44'E 10.5 "259" N25'13'E 22.4 "260" N51'52'W 25.3 "261" CL 5 N 30° 33'47''W 91 .89
„ » „ » n ° I I IANCHOR DRIVE i CL 8 I i j�-�. , / • 6�
N53'46 E 47.9 262 N75'15 E 48.9 263 S79'12 E 24.8 264 C L 6 S 5 9 2 6 13 W 7 3.2 2P�VATE_�T T� L •1� L 10 -- !
-- '
» n n „ o I t I VEMENT WIDTH = 18' - / / i / _ -�7'=
S69'43 E 59.7 ,265 N41°25 E 49.1 266" N30'41 E 55.3 267" CL 7 S 4 9° 4 0 3 41'W 6 2.2 61 ! -- 1
N62 43 E 33.0 268 S86 54 E 22.0 269 N37 02 E 24] 270 CL 8 S 5 9 3 610 W 2 8.8 9UJ
'�
» 7 " S37°00'W 42.1 "273" ° I I I I r- - �' -- !-' i
N65'S8 E 31.1 211 S85 51 E 30.1 2 2 C L 9 S 5 5 12 49 W 3 7.9 0 �' -/ '- -- , ! - �-
S65°05'W 42.6 "214" S43'1TW 56.7 "275" S68'33'W 22.2 "276" ° I t I I - � - ` ' - /�� - 4 `- �! ! ! ,, I ! ! ! ,
n „ , n n , n » CL 10 S58 09 24 W 37.54 - o , ;
S47'28 W 46.9 271 S25'03 W 32.8 278 S65'4s W 18.9 279 CL 1 1 S 6 3° 51 '2 8''W 5 0.5 3' o - - T '-` , - ! ' -r
, n n , n n r n n '
S51'56 E 23.1 280 S0'11 E 21.4 281 S34°00 E 27.9 282 ° I I o
CL 12 S67 16 10 W 80.85 ° - ! ! ! !
N87'34'W 32.7 "283" S29'13'W 55.3 "284" S1615 E 29.7 285119.70T _
n n „ n » o I t I t N /_/ `7- / - !/ ' f
CL 13 N83 47 50 W "� ! � �
N59'56 E 45.2 286 N81'46 E 25.6 287 S68'24 E 18.2 288 v�, ! / !Ao -
N15'13 E 28.0 289 N61'37 E 55.5 290 S79°18 E 32.1 291 - - - -- - - - % ' ! ! ��, % ;- T - ' 4" PVC/i f
n „ ,r , , n „ - -- - -- -- -. .! i- , -ot of ; - .A, i S� FORCE-N4AIq .' , /,0/ , / Ao
N36'36 E 22.1 292 S80;51 E 17.4 293' N57'48 E 26.0 294 - - - - - - / / ! I`� , i ! / or�o i ! / ' / ! / / / orb// r�/o
S8156 E 14,2 295 N37 39 E 21.6 296 S33 27 E 21.5 291 -C ON SE R VATI o-N -EA-S EMI E-N T - / ' / �O h ! / ! 'O ' ! ` ) o 4Ot '' Of
S49'354 12.6 "298" S79'15'W 36.6 "299" S22'25'W 46.7 "300" AT ! S °f ' °rl`i ; ` f 8
i !
A GC ES S
S61'04 W 54.1 301 S35'31 W 29.5 302 n S66'07 W 16.6 303 - - - ' 6 of
N85 35 W 25.6 304 N7013 W 35.9 305 S55 55 W 22.1 306 -PUB L I-C -A C-C E-S S-- EASEMENT
NT --
S86'16'E 24.9 "307" S40'58'E 25.4 "308" N70'13'E 20.6 "309" -
S87'26'E 39.2 "310" S73°43'W 39.3 "311" S60'49'W 54,4 "312" 147.97' 60.-05' -- - 60:05'- = 60.05' _ 60.05' _ 60.05' _ 60.05' _ 60.05'
N69'06'W 34.9 "313" - - - - - - - - - - - - S60°2654" W617.8§'
0
T P , INC .
Owner /Developer: Topsail Cove a t
TP, Inc. SUrf Cit F C �1 V E
PO Box 2658 y
Surf City, NC 28445
Section 1 APR 0 3 2002
910-328-6969
' DIVISION OF
ZONED :N E D : R - 5 COASTAL MANAGEMENT '
Based on Surveys by Danny Marco PRELIMINARY
Padgett, R.L.S.
Prepared by:
Walton Engineering Figure Project: Topsail Cove Subdivision Title:
PO Box 895
0 30' 60' 120' Burgaw, NC 28425 Topsail Township Detail UIew 2' ALTON NGINEERING
910-259-4800 2B Pender Count North Carolina
y�
Date: 4/2/02 Scale: 1 " = 30' Drawn by: RMW/J LW Project #: 200110

LEGEND:
NO-BUILD LINE /� Total Area = 501,598 s.f. =(11.515. Acres +/-)
MEAN HIGH WATER LINE (MHWL)
- - - - - 30' OFFSET FROM MHWL / - - - - _ Area In AEC = 144,845 s.f. (3.325 Acres +/-)
COASTAL WETLANDS (CAMA LINE)
ARLENE YOW
404 WETLANDS °'� / / / / JAMES & SARA HINES Pavement in AEC = 10,106 s.f
---------------------- R-5 SETBACKS
PROPERTY LINE, R/W LINE Houses in AEC = 1,252 s.f.
CENTERLINE (C/L) � � - �
75' OFFSET FROM CAMA LINE
Total Impervious Surface in AEC = 12,360 s.f.
AREA OF ENVIRONMENTAL
CONCERN (AEC) / / Limit of Coverage in AEC (30%) = 43,454 s.f
404 WETLANDS TO BE %f No stormwater management system required by
FILLED
CAMA rules.
NOTE: THERE WILL BE NO FILL IN C.A.M.A. WETLANDS FOR
THIS PROJECT.
.5 12
` Lo18 • \ \ •. yf`p 31,03i sl.
23,1 J6 s(. Lot 9
0 O /• • Lot 2 t
/ r f 26.886
Is
Lol 6
Lot z },2115s ROAD CROSS - SECTION
21,164 s.f.
I \
' • •6,p �" Not to Scale
\t3
Lotb
R/w
! / PaRbtent Surface Q i
5
25.677 J. i
�a66 ISLAND CLAY, L.L.C.
1^-1 40 ' B'ABC I-1 F2
ASpW
\ /
a0a
.832 of l NOTE: Pavement surface is to be flush with existing grade.
_ >•R / � »cam``:.L
\ -\\\yY \Z
- - - - - - �
ZONING: R-5
/ SETBACKS:
TP, INC. / / FRONT = 15'
% SIDE YARD = 7.5'
SIDE YARD ABUTTING STREET = 10'
� REAR YARD = 20'
Topsin
su'i l Cove at
city
seso t /
I 4 C MINIMUM LOT SIZE = 5,000 S.F.
1 / C:) ,.
MINIMUM LOT WIDTH = 50'
,168 MAXIMUM LOT COVERAGE = 40%
,GI AN, 2 3 L CC2
/ / / ' +r :t•' sir 40 W L�
DIVISION OF
NOTE: PROPERTY IS ESSENTIALLY �% / / / COAS i L lViN� .0 _
FLAT WITH AVERAGE ELEVATION OF
3. 1 2'. NO SIGNIFICANT / / / 404 Wetlands to be filled: 3,557 s.f. (0.082 acres)
MODIFICATIONS TO TOPOGRAPHY ARE 0 75' 150' 300'
PLANNED. RUNOFF TYPICALLY
DRAINS TOWARD NEAREST i
HIGHWATER LINE. sp�P
� \ Figure Project: Title:
2 Topsail Cove Development Plan WALTON ENGINEERING
Revision Date: 7/17/01 Date: 6/11/01 Scale: 1" = 100' Drawn by: RMW Project#: 200110