20170873 Ver 2_More Info Received_20230602 (2)

Note: Legend'
Contractor shall insure that he and all his workers (contractors, subcontractors and - Estimated Trip Generation Rear Lot Bearings Rear Lot Bearings D.B. - Deed Book
other site personnel) do not damage construction stakes or other measures used in JASDGrd Npg6 Estimated Average Daily Trips . - 2,266 II A II to
OBII U(TIi to
IIDII ex. - Existing
laying out the project whether by the Engineer or another entity including those under 83. (zo11) _ _ _ _ _ Estimated AM Peak Hour Trips ... 178 A 1. HOA - Home Owners Association
the employ of the contractor. Contractor shall cause his workers to observe and verify Y Y Y v Y Y Y Y Y Y Y v- Y Y Y Estimated PM Peak Hour Trips ... 238 Bearing Bearing L - Line Label
to the fullest extent practicable that stakes, other measures and grades are, or appear Y Y W Y V• Y Y Y Y r• Y Y Y Y r• Y Y Y N10°04' 15"W N65°10' 15"W L= - Arc Length
W Y Y Y Y Y W W W Y Y W Y Y W Y Y V- Y W Y Note:
to be, accurate and correct, and immediately, but prior to any associated work, notify M.B. -Map Book
Y Y- Y Y V• Y Y Y Y v Y Y Y Y Y Y- Y Y Y Y Y Y r• Y The Estimated Average Daily Trips Were Calculated N07°25'17"W N82°32'40"W MBL - Minimum Building
the staking entity be arty potential conflict, error a question regarding the work. The ^. According To The Institute of Trans oration N52°08'22"W 589°33'33"W a Line
Engineer shall not be responsible if all of the above measures are not strictly adhered Y W Y Y W W Y W W Y Y Y Y W Y Y W Y Y W Y W Y Y Y Y g p °
Y Y W Y Y Y Y Y Y W Y Y Y W/ \ Y Y Y Y Y W Y Y Y Y W Y W Y Y Engineers Trip Generation Manual 9th Edition N31006'29"W N3654'59"W PC - Point of Curvature
to. The Engineer shall not be responsible where due to damage, his staking can not be PT - Page
g PO �9e g W Y Y Y Y Y Y W Y Y Y W Y W Y 'W W Y W Y Y W W Y Y Y Y Y W W Y Y N13°45'34"W N04°39'51"E
verified. For critical or cost) components of the work, where the contractor believes / PT- Point t Tangency
Y f- W Y Y Y Y Y Y Y Y W Y W Y Y Y W \ W Y W W W Y Y W W W Y Y Y W Y W Y W N6O°19'49"W N04°24'49"W
that staking may not be preserved, the contractor shall request the staking entity to W' W Y W W W Y W W Y W Y W Y Y Y i - Flood Zoom - ° ° R/W - Right-of-way
/ •AE• N65 29' 09"W NO3 49' 11"W s.t. - 10' x 70' Sight Triangle
place staking in an area where its preservation can be insured. Y Y W W W W W Y W W Y W Y Y W W i Y �-- \ Y Y i Y V• Y W Y Y W W W Y Y W W Y W W •�
Y i i i Y Y Y Y W W •'�, Y/ �•. W Y Y V•' '`a,-/rva W Y Y W Y W Y Y Y Y W Y -Y Y W Y W Y Y N05°56'54"W Typ.- Typical
W W W W Y Y Y W Y W Y W Y/' \ Y IY Y Y Y Y Y •1!` Y Y W W Y W Y W Y Y W Y W W W NO5°53'29"W 60 -Curve Number
y' \W W •. -��. W W W W Y W Y V Y Y 4 W ,- _ N05°37'18"W
W W Y W Y / -_ \Y Y � .. Jle - �• W Y / ' "\ W W -V Y '' / \Y Y W W Y Y W W Y Y Y Y W Y NO3°19'28W � 67 ,- Existing Lot Number
Y Y i Y W Y (' �•' `.Y Y W- 1 V". Flood Zane Y W V-
Y Y Y Y i W Y Y`• y\ Y 130.79' v DIY Y Y Y Y Y W Y W Y W Y Y -Y Y
•$ll�ed J(° NIl° qb' ql°W - Y W Y Y Y W Y W Y W Y Y y y Y Y 321 -Lot Number
V\ W v
Y i Y W Y W Y Y Y W Y S1D° 3Z' OI"E 406.75' \ �• W W W W Y Y , Y Y Y Y Y W W V• -Y Y
W W W W W Y W Y Y /•Y / Y Y\ / 85.96' 89.78 IIZO6' N8' 3q Y W Y Y Y W W W Y Y Y Y Y Y Y Y W Y W �Op -Stop Sign
,1•W 124.11' 124.88' 46.42' 59.11' o, 85� 42•f 366.66 ,,. ...' ' �... - „�, Y W W Y Y W W Y Y W Y W Y
/ N1e5-L' Z �� p pm -Street Sign
q / 85.0' 1 W W Y Y W W W W W Y W Y W W Y W V T--�-
Y 26°W 511.45' �.01' Y W W Y Y` - _ ? 3 /$ - ••- ••••�. -Y. W Y W i W Y Y V- Y i Y Y Y l Wetlands
wJ Nll° 27' rq0-01'..' L / - o Flood Zone I- P ' - - 85M YNO°47' 1%°
i Y Y W W Y Y W i O p
1n O, a7 ",/' w I72.30' W Y
Y Y Y Y Y V• �• 9001' /' o \ a •shoredx n' m N m ,�„ 314 iM 315 �(i, $ 86.15' 86.15' \ `
N 26• -�,• Y W Y Y W Y W Y W Y .s.108.86' v Y Y Y W Y W Y Y V -Y Y m O \°. Y V- Y W Y W Y Y Y Y
56
132.55' Y Y i O 3 W 313 I'. a / ,,, \
mW N Y W Y\ 'ti -•� -Y` W-��, W Y m N m �' 312 y� P aI 20 O 316 fp M lyf�53 \Y Y W Y W Y Y Y Y W Y
W/ m �{- Flood ZAna V 'n L=41.49' $ o S5
W Y W Y W W A 1 W Q m 3 F 3OB O ^ P °O /
`2'1 ,` \ r in 309 '•� 2N "x• ' ` /
Y Y Y Y Y �• 'JQY Y " 3 O N 3O7 O �.`< In O iy 33O
O o 306 m o Y m m m 311 Z' L=75.50' 83 m O 31B m Y W W Y. •\ W Y Y Y W W W Y Y W Y Y Y Y
o � 3 -.^. 305 o m - Z m 2 z
- \
e s �0 304 0 ,,, / -� L=14.23' L=47.75' 30' y,,' J \Y11 ° N 33.75' W ' �• 85 �, `'•q,
�. 303 ° i0 30 MQ = / W L=52.41' L=77.66' 85' PC Pr \ m m 320 N O' Q \. W W Y Y W Y Y
O N 47 43' -0. h h rc
N B451' 2 E �Ide r47' \ "• 20 `O \ Y W Y Y Y W Tract Data.
31.80' L=91.11' ,,e 06' 2 ° '+•ti'%y� O °�, Total Area ..................... 110.00 Ac.
Y Y N gO OD' g sj11 L=99.05'� `",/•Tr 85�r \ 3D.D2' o'� 321 / W Y W Y W W W
+• +•' 302 n � 9000 15"E PL p�� 6425 � 1 djj Jro, _.--_ � Wetlands Acreage ............... 97.52 Ac.
-NS 90.00' pC gg IT 515° 86 m /1.17 8$Q7. �� � / O \ ` Acreage in Parks or
Y rr, L=45.6 (P"m Street) / L=300.01' p 14623 �, Im 32.35' / N ^ s.t - 58°�, �;41.13' L � // // "mn, -•\Y Y +• Y Y Y W Y other land usage ............ 53.95 Ac.
d� 11 bb Slr 29' 43"E Bq.51' +• L=53 / ' IV I l0 330 (v ;o / \ M 42"W -? \/ 18605 "" -- Y m •v Y .r Y Y Y Open Space Required ............ 2.88 Ac.
PT / Y Y Y .5U' SY SY' O, I".' 'N �9OW' Passive ............ G 1.44 AC.
206.23' �- L=24.57' MI20' ,09 1 75',t1\ She})
2r5 301 j �11• 89 V64.38 44.32' 85.00' i�W r• Y Y Y �Y Y Y V• I m L=22.76� 3 .m.. I 331 .,I %ory 1 1 Ny6 0 \ Y •Y Y J- Y Y Y W Y Y Y W Y Y V• Open Space ..Ce........ 9 Ac.
85p0,
�•' +' Percentage of Active
Spa 99`f 4
53° 29' 59°E 154.76' SP \ 326 322
30 MBL W Y W W �' Y Y\ W �I a '-'m (Public stmt) M L-3360 Active W -Y Y Y Y Y ............ .
' 0 e S a Provided 53 95 Ac
o M A "' Passive 3 49 Ac
/ 9 g _/ W 295 -I BC \ . Open \ ...........
(, 5g p 16 Y W Y W W- W V• V w N I M <a "Y2 b Pe Sire Flood Zone - W Y Y Y Y i Y Active 49.96 Ac.
Q 10 m m \.. 294 - N Ni 37'19"W 185.00' I L=48.83' ^°3q•42 f o ov \S3I 9e s Common Area tiz AE
b
w 296 Y Y Y Y Y Y a, �, ,a I85 ,,; ti 4' .,y2 \�a, Sy, ti� 49.96 Ac \W Y Y Y Y .° Y Y Recreational Units 2.5 Units / $25, 000
m m 1
QN, / N 298 W 297 H O \ + + W Y OY Y Y I^ N I I- Kress Court h"` / N 325 'a \�y>\ -Y� 4, conveyed T08 \ W Y W W W a In Lieu Of
N 1 in ,., : n W ^+ 11.50' Sr-
Q� W N Y W Y d' W Y '1 m Y O , � / �" N \ rq_ (1r'y Mo1MOl11ed 6y Flood Z°11e W W W W Y W N111IIbeY Of Lots ................. 96
M n r Z L=29.78' in I m 50 R/ W C=52.24' 327 W m L- -4 FB , HOA \
W mI v / - 33.60 „oQ Shaded X• Y W Y W W Mlnlmum Lot Width .............. aD' (At MBL)
`5 Fr r - h
299 -' 1 / m I m b ro 324 21� Minimum Lot Size ............... 12,000 SF Public Water
/ O ',I, W `- - W W W Y Y.' / Y ca cal 329 / / d N Y- q ry W W W Y °jQ Ave
m 332 30 MBL Flood Zore h b 1 b'
W Ir IX. „Z, m N ;D 323 0 Flood Zore Y W Y Y no 6 Sewer Available)
' 144.85' 104.47' 20' 4a 0, �- bra 20' N •aE" Q. rage Lot Size ............... 22, 551± SF
\ Y Y Y _ I / /O^' I SB4°25'46"E t- Y W Y %� ......
,,1- m ti 20• 1 '1, Minimum Building Height . 35'
Note: p Y W W Y Y Y .I- 236.90' Y W Y W Y �.55° 09 35"E 249.32' Y- tv ✓ / b a 132.41' - Y Y Y
'aO - 85.00' - W 321.90'. '' �' j p (' I /� . o - - ,y Linear Feet of Streets ......... 5,472 LF
Cross hatched area shown are to be used CC Y Y V Y 29' 45° W Y V- W -Y Y Y Y W' 37 �(• - M / / a +- Y
e
12 7 -
N t -m 1
.' \ - � - 1 Proposed Use ................... Single Family
v' Y g 23°W 328 / Zaib P 4 Y
temporarily es the Cul-de-sac R/W. Upon 3� r V- Y Y W W W - • � - .4 W Y Y V - N 49' W Y ti- - -
"O!• .01 \ 20 x 6' Pad I p118 aa. / ° / - - - - - - _ ]lase II Dwelling -Detached
extension Of Olde Harbour Tnall only the . 0 1y., Y Y W W W Y\ 4 Y Y Y 6 CBU'S O N Y. Y W hQ rv0 3 'V CO
1 ` t + s e y 'p /--3�62• M _P_ _ _ /V Y Conventional
normal hip f the
will ss dedicated and the \ Y W W W Y Y Y W •i PanSpa W Y W 1 N � \ 9' / / _a 13-W' -^
_ 2 - n 16 Units/CBU R � 'e � � "' a' Y / cal/ 520' � 50' Stontnwat¢r Ex. Stream - - � � ' ' � � . � � -"` -"` Existing Land Use .............. Undeveloped.
o' OPe spare ( ) \ 1 �• S•\ qh/ 110.35' / ownership of the cross hatched areas will rO ��(°O W W W W Y Y Y Commoaareattl "\ Y Y = 96 Units Y. \ Y Y /� - - - 114.14_ Vegetated Setback Water Service .................. Pender County Water
I• \ / _J L - - 20 -- 96.01' 144. \. Y Y Y Y Y Y �'o Comp' revert to the owners of the tract in which °a \ Y Y Y r• Y Y Y 3.49 ac Y Y Y\ Y v� / / 131 - - - - - - 20 - - - - - - 74' 62_51' 117_32' Sewer Service .................. Pluris Sewer
\ Community Flood Zore •87'� �_ - -- - - 93.13'
they lie. ,yo• -' \ Y Y Y Y a- Y Moilbox Am Y Y Y Y �, c, O Y / / / ^Shaded X• 42.6q I69.35' - - - �' - r �- Zone ........................... RP Zone
1t' +' Y +• +• w +' Con To 6 +• +• +• 309 3 •v Y + zo / 53 30.60' - -t!;� -- --5508� �.93' - - - -- "'- �"- -"� Y Fire District .................. Hampstead Fire
ntain \ Y 59pW Y �13 o 199 Y r•� ,_'^ Stormwater _ Y Y W Y Y b LJ Stormwater Management .......... Low Density
Maintained 5 °� ..... ..... ..
302 yy o HOA 522 �' / m arvti / / - - - - _ Vegetated Setback
\ n,'
20, - Y /v. / o- p , 21 -/ -' \ / / /e5' / -} m _ _ - - - - / .r •e •r ,Y0 Net Density 0.9± Units /Ac.
21, _.'i-I O r� / / -}
v_ Y Y Y Y Y Y1 1q 43 w 39' Y Y 1 3m� C� -t`� / / / a`S ,hv-'/ Variable Width Omircge / 6, • \.,_ V./ p'V a/^ PIN 3263-93-9579-0000
ry5 Ao4 d, ,,, �, Y ,�, �, �,„ Yo \y 93 / t� / / / oo Flood Zore N I \ 6Utility Easement 20• q Phasel \ ,� '+'' Deed Ref.: D.B. 9661, Pg. 47
1b / \ ,v M.B. 61, P 110
' R=50.00' g, 334 / � / 1 / ♦n � � y'$ g'
3
L=94.56' ,`�9h \ Y Y Y Y Y ' \ +- r� 293 O i / / / / / �p O 262 M / \ \ \ 330 278 - / / 3 / Setbacks:
Ch=554°50'25"E �: S .,. .,. Y Y / i- r'' Y/ !L O \ / • `r 4- O v/ .o �• c� / - Front Yard ..................... 30'
81.08' 89 011 'aso, ,�� ti j . m ,No /g10 / do N n, \ \ S� ....................
,lox S, .•�-I- Y Y Y oF.,6N 1/ 'V� o, 3 . J rr� / .., I I- b / ♦p N� Z / /o \ 7L / v / / Side Yard 10'
L ,P ':v r, Y +• Y - °'' I / 261 20' �" \ \ 2S ii 279 /'W Co \ SWII'27"E Corner Yard (Side Street) ...... 15'
301 A 1b5 09 t'sa \ ,�'v / 3 N 292 / I l,o O \ ,, m O Qh %p ....................
uy' !t 9' 2 /w 17.88' Rear Yard 25'
�105" �. l o -� ,y9 0 !, .oe N L=35..7' \ \ /
V t �` �• +' - 0 291 , / Y +' -1 t'I � � d '� 49.19• 9.48' 20• \ \ Trolley Court // � Min. Building Height ..... ...... 35'
b `,10 . Y Y �• W 290?`P9, \ \ / Y /
�, Development Phasing
6.70' y�'i � I 299 V. V. Sy\,• \Y Y\ or N �+ !'' . 0 �� ?{\ / / �„ / ud N Y6. 209?0 � ' 277 \ \ / Ex. 20'
9 ' ve\Y \ N L=13.04' hp,. y p !L a• 25 W b - \ 4.13' P }Tr
•Q� L-11.41' 0 "' a' S Y / 3' 01 � N 19e 35' mom' _ S2 L=45.84 `T� 45 11"W 27 / Per MB. 69, Pg. 98
20' L=13.04' °i` 9. � / N b 8° N14°
\ Phase I
`�03` 9 xo d ,00• W Y �Y133? 1 `'>c� 27.99' ''dd, L=38.71'/ 541 0 .'On N ',n �•3 °
22 •w Y . �\ \ V' C0 %b \69. O .d m g. '^ 1L I S9` ......................
� . 259 3 3 / y / Acreage 27.3± Ac.
F9a !O \ 42' / P II 11 / p1q'i v- F ? y / Number of Lots ................. 95 Lots
obti by{ r 'Sr- r• Y .r6N �I / ,bg' 39� a hh' O / C 55rGc v J 264 'p5 Acreage in Street R/W .......... 3.1± Ac.
/1, 284 7s\ \ e�• 45 93 / / _ ` 4
'� or •° Y Y Pt se 4} r> M, 531 0 a>, 23.05' 0 / ' 69 , J Density 0.6± Units/Ac.
`Ps �• \ .. E o, b 276 `% 280 ...................... .
ii 57" 1 .3�S a0 P< L=63 ti O 92 O Y
5141I8'51"W N Slg°49 L.11p5 L=36.38' y-'a / 9O// S2�r.�. �b bbb9 / 3S g2• / S2l, Ph 'L Phase ll
Olde Harbour Trail R=50.00' 29.66' 0 3397' Sc / o' ll II/� ! p0+ sR"/ a2 �14.Oq• L-6.99' 2 ^ / / 3 Sr• b 2Be / l - /
L=94.23' 1 / �' 285 O"".a°/ / / B \69a R1, / 2 YF! •J/ / '� S3o� L=30.76' ,y"' 'o L=22.02' / Cp� Acreage ........................ 82. 7± s
'ti 5.03' °fir, ! O 9 "•" r / 3 / 4Q / Acrea e iner of LStreet R/W . 317±oAc.
50 R/W 6.70' 300 Ch=N43°00'18"yv crB 289 1- d. / / / \ titi' / S� O �j y y 88 ?b pb /
Public Street 80.89' d C:5 L3 N- •� / 7 g9 �' 10.21' 2 265 2• / /'` nr �' aT Ig 4
Desoto Court ,o°� / O 'N�� y a / / 2 O 281 ry Fk'AZare \ _ \ y .......................
/ ., c, w, 6'• / •(/ Density 1.6± Units/Ac.
,v 258 8` ,. 0 9.18' 275 ti •aE^ / ' 70 ,
Lx70' 50' R/W �'( 30• A 9B s- 266 0 6'OZ86 F / a 2 M /Stm 1r) 1h' M&- ^0. W -S F /O.,_\/Common Areas
Temporary Cul-de-sac (�~ 287 _ _ _a/ 0 2 ° N3 267 F n� F / S�in 'd' ti /1 a y' \ re / `P 'a 0 o:° 8 m '- zo• / /\.68'Common Area #1-Passive
� \288 W o / C1Je / �4 rr \2� ,o 54'05- C(/ / '� Acrea e ........................ 3.49 Ac.
Inset - R W NS@Bn a ,h1 565' J //Yr�qb o �P s 36° ti1t 193.15' J 262 b�\4O 52.00 -9•\ a W35
/ / \ Acrea e in Wetlands .. ......... 1.6± Ac.
Scale: V=50' I of 1}"IPF .o- y4i b Z 213� _ / '�• ^0 3
r ro /~ \ . N79 12_ - d 1 2 g
� 68.94' 8229 06-
o Phase II Obb/ // 38.70' SSs, 257 o'i. %Dry b^1Q b SBS \ 393� 95 9� O a 274 I 9 1.79'
2 b Ort ti 9 6 86 0, steed X' Use - To Be Determined
Notes: Stree* -' - 5p' starmwater / / _ 2s / o°j- / 268 by. 47. N3° 07' 02"W 210.89' / \ , -.
P ( Pa Transportation) 70' I ,. Vegetated Setback'' �' - / 67 , w _ Common Area #2 -Active
1. All streets to be public. NC Department of Trans nation ✓ y1 o g 0 / _ .q
2. All street signs provided owner. �~ a•RAN. _ _56.62' 67.54 /1 - / 50 rdA ,b z0' o 512° 03' 42'E 187.44' r / ^o- / Acreage ........................ 99. 96 Ac.
9 P T- IT / 256 ,(b m 1� l/ \ \ age in Wetlands 92.6± Ac.
° ,OL=126838' ,� ......""..
O Acre ao 3 �
3. At all intersections: "All
0 _ .- - - - - / SOtormwater �' 9 pN `v 15' _ \/ ,1' / Use To Be Determined
Cup
20' radii at all rights -of -way htsof- A 124.16' m L=47.41' > m ,., 7
9 sal' 10'x70' 111.58' 11.04' Vegetated �^ 2"1 269 3 o MBL a
10'z70' e 9 3 3 N
30' radii at all edges Of pavement. Sight Triangle I Si ht Tri le �S Ex. Stream / 9 2 . \ m n O 6+. F - ami -� a5' 66 i
g an Setback p sg 6 18.82 H v o B / `72 ,
4. All street right-of-way to be 50' unless otherwise noted. °' - - - - - - - - J s3 !p L=17.25' 11 re n 270 °' 271 272 �, -o N all - //�
- - SL -S9. / 0.6. 1-50.04' \ Ito \
5. Pavement width to be 20'. I ,Pw Phase 1 `y'r; 255 �' 81 / si. 2>0� °' ,m„ sj 91 b S�' he pp __
6. PRELIMINARY Flood lines drawn from an electronic overlay of the Od S sB \ car m m .o/�'��7e \ Certificate of Preliminary Plat Approval
N Ji 'n \ , / / Preliminary Plat Approved by Pender County for a period of two (2) years subject to the Pender County
digital flood map 370344 3263 L (Pender County) effective N oS "s 'l1' - r r08 L=6.67' / 7 �(
Typical Sight Triangle N� •,,, s / y 80, � _ _ _30• MBI. _ 1• L=133.56' Unified Development Ordinance requirements and conditions of approval.
August 29, 2014. 254O2• 1 b \'�
7. All easements are drainage & utility at dimensions shown, unless Not to Scale g'• �� 24S �\ L=76.63' 40.53' 85.00' 83.33' V Voag qB -30' MBL
otherwise noted. Easements shown as -_ -_ -_ or - - - - S22° °i 'kpie tv/\ - Planning Staff: Date:
I>. ,L1 L=32.26' 2y, I�36.27' g /
B. All easements are dedicated for public use, unless specifically noted otherwise. rr ly4 o bb �;y / rr. b / / C`>> Pe 56° 02' 20°E (wblic streer) Pr y �?
Public use means that public entities and the general public may use the easement, 28> , ^° ^A' Fig q/ 66' L=11 6 L=18.88'- _ Bdjj
but does not mean or imply that any entity does or will use, or does or will maintain l. 0b / S. Ball Lane 50 R W / p1 239 �9
R=50.00' y O z AG m O O �1 '1rS 249 64• / \ L=>7.66' Lz77.66 ' / N :o :65 i $Q,�tOh
any feature (drainage or utilities, etc.) inside the easement. L=23.69' g^a6 a. 253 ,(. / !° / 56.20' 85.00' 67.66' (j' �g ty � m 0 Certification of Submission
L=9.42' "' 80 m o eY 2a• / \ e n /\ /W e A co of this plat has been submitted. A roval is subject to review; this does not constitute an
9. 10' public drainage & utility easements are reserved along all street rights -of -way. Ch=N38°59'13"E a N ,rs, zo' a 'MBL r6- 240 I M \ PY P PP J
y v ,so L=26.38' L=15.91' / pp
10. There are ra Areas of Environmental Concern (AEC) as defined by Coastal Area 9.41' 97 n, 2r2 IV :.o iv o g a m r+ $ m N \ a royal.
<. F , h 247 ,�;
Management Act (CAMA) on this site. ?5 23g95' J $°4>• / 250 9 gib/ 4ti ry N 241 N 2 / '' I
11. Sight distance easements shown hereon shall remain as property of homeowners but W O /a"' !" 246 w 1 242 t?' ai P Pender County Utilities:
252• 26e 9 I,i„J
9 P PertY P utility Po L 92.06' CTota)) 96 3 252.52' qb NI�'P9 4 . / /.,1� o^ O �ii 245 244 0 243 u' 80 , tY Date:
shall remain free of all structures, trees, shrubbery, and signs, except utili poles, N h / 64 , `-
fire hydrants and traffic control signs, which could restrict driver's vision. Ch=N82°27'55"E 3 f?22I • / /ya ' Pender County Environmental Health: pate:
80.02' 'o �" 0 1- Flood Zore
12. Stop signs shall be RI-1, 30"x30" high intensity diamond grade reflective, installed g ,'� c / ,7 m 30' S, "X.
8 ,
on a breakawayor two piece "U" channel post, 7 seven feet above adjacent to t of a`- 'R `'Po Monterey Lane 251 Z m io L
P Po (seven) J / Z Z Z' I-
_ 50 R/W L------- -----
pavement height to bottom of sign face, with a horizontal clearance of a minimum .., -� ,. / - - - - - - - - - - - - - - - - - - - - - Ex zo' Pender County Addressing Coordinator: Date:
of 1 foot from existing pavement edge to outermost part of sign. =' ami 'o a 3•IPF y0/ I Per M.B. 69, Pg. 98
m Q y� J 36"A6 191.50, 221.98' "0 146.51' 125.87' 97.23' 85.00, 92.37124.43' 142.51' 42.23'
13. Street signs shall be engineer grade reflective, installed on a 2 3/8" O.D. galvanized 560 02' 20°E 1309.62' I r�81 i
CMF on 63 ,
post using same vertical and horizontal clearance as stop sign. -' Bank of bitch - -'
14. The 50' Stormwater buffer extends from the bank of the stream. The ran wetland R-�'� Note: :13Ex. 30' Rightof-way
Fbod Zere I Beside Axk Preliminary Plat-
L=86.13' Easement Per
area of the buffer g be cleared plant
graded, but must vi lasted with and maintained Cross hatched area shown are to be used temporarily as the 's ii24� 'tY x Flood Zore D.B. Sol, P .84 ryNot for recordation, conveyances,
Y 9 p Ch=Nao°11'44'w �+�a� 9 I II •�orsales
L=9.22' Cul-de-sac R/W. Upon extension of W. Monterey Lane only "shaded x'
in, grass or other vegetative or plant material. No impervious surfaces are allowed _ � 75.87' Po Y Y
within the buffer.
50.00' L-4.
506°02'20"E 1309.62'
15. Before erecting any structure each individual property owner shall verify the structure
is not within the 50 foot stormwater setback by measuring from the top of bank of an
unnamed tributary. For definition of top of bank, contact Wilmington Regional NCDENR
Temporary Cul-de-sac
office Division of Water Quality [phone].
Inset16.
Boundary Data Taken From M.B. 61, Pg. 110
17. This property is not within 1/2 mile of a voluntary agriculture district.
Scale: V=50'
18. Wetlands Line Delineated by Land Management Group, Surveyed by Parker &
Associates, Inc. JD Approved by The U.S.A.C.O.E. on December 27, 2018 and Expires
December 27, 2023, Unless There is a Change in The Law or Published Regulations.
404 Wetlands Caution
19. Surface water classification to Northeast Cape Fear River is C.Sw
20. Topography shown is from lidar information provided by the NC Flood Mapping Program
Prospective buyers are cautioned that portions of the
21. There are no historical structures and sites recognized as significant by The County
lots shown on this plat are restricted in use by the
Commissioners or as identified on any historical landmarks survey for Pender County.
jurisdiction of the United States Army Corps of
22. Blanket easements are reserved over all open spaces for Drainage, Utilities, and Access.
Engineers 404 Wetlands Regulations and by the
Open Spaces will be conveyed to and maintained by Homeowner's Association.
jurisdiction of the State of North Carolina's Water
23. Maintenance for easements outside of N.C. Dept. of Transportation rights -of -way will
Quality Regulations. Individual lot reviews are
be the responsibility of the homeowner,
encauraged. Verification of location and restrictions
should be made prior to individual lot development.
Rev. 06/01/23 BLD - Revise Lots 263, 277, 278, 323, and Add Note #23, Mailbox Kiosk, & Wetlands Caution Note
Rev. 06/21/22 BLD - Revise Easement Behind Lots 239-247
Rev. 06/02/22 BLD - Revise Drainage Easements Near Desoto Court
the normal 50' R/W will be dedicated and the ownership of Not far recordation,
the cross hatched areas will revert to the owners of the tract
in which they lie. co vGvCS.w)ces or sales
Right -of -Way Curve Data Right -of -Way Curve Data Right -of -Way Curve Data
Curve
Radius
Length
Tangent
Chord
Bearing
Delta
76
335.00'
261.58'
137.87'
254.98'
S16'11'11"E
44°44'17"
285.00'
222.54'
117.29'
216.93'
516°11'11"E
44°44'IT'
77
335.00'
190.12'
97.70'
187.58'
N22°17'50"W
32°30'59"
285.00'
161.74'
83.11'
159.58'
N22°17'50"W
32°3O'59"
78
335.00'
217.97'
113.00'
214.14'
N12'36'04"E
37°16'4T'
285DW
185.44'
96.13'
182.18'
N12°36'04"E
37°16'4T'
79
255.00'
229.16'
122.97'
221.53'
586°58'10"E
51'29'26"
205.00'
184.23-
98.86'
178.09-
586°58'30"E
51-29'26"
80
335.00'
33819'
185.09'
324.01'
567oOTO611E
57°50'27'
285.00'
287.71'
157.46'
275.65'
567°07'06"E
57°5O'2T'
81
425.00'
181.31'
92.06'
179.94'
N50°25'11"W
24°26'3T'
375.00'
159.98'
81.23'
158.77'
N50°25'11"W
24°26'3T'
82
255.00'
137.41'
70.42'
135.76'
547°12'14'E
30°52-TV
205.00'
110.47'
56.61'
109.14'
547°12'14"E
30°52'31"
83
525.00'
504.14'
273.41'
485.00'
N54°52'06"E
55oOVI "
475.00'
456.13'
247.37'
438.81'
N54°52'06"E
55°01'11"
84
255.00'
123.21'
62.83'
122D2'
S50°15'50"E
27°41'04"
205.00'
99.05'
50.51'
98.09'
550°15'50"E
27°41:04,
Curve
Radius
Length
Tangent
Chord
Bearing
Delta
85
255.00'
107.43'
54.52'
106.63'
N31°54'05"W
24°08'16"
205.00'
86.36'
43.83-
85.73'
WV54'05"W
24°08'16"
86
335.00'
163.23'
83.27'
161.62'
N05°08'51"W
27°55'02"
285.00'
138.87'
70.94'
137.50'
N05'08'51"W
27°55'02"
87
335.00'
144.31'
73.29'
143.20'
503°31'47"E
24°40'55"
285.00'
122.77'
62.35'
121.83'
503°31.47"E
24°40'55"
88
335.00'
19.74-
9.87-
19.73'
N14-10'59"W
3°22'32"
285.00'
16.79'
8.40'
16.79'
N14°10'59"W
3°22'32"
89
335.00'
213.55'
110.54-
209.95'
530°45'27"E
36°31'28"
285.00'
181.68'
94.05'
178.62'
530°45'27"E
36031'28"
90
20.00'
28.87'
17.61'
26.43'
N25°55'35"E
82°43'03"
91
2000'.
28.87'
17.61'
26.43'
N71°21'21"W
82°43'03"
92
25.00'
21.03-
11.18'
20.41'
537°07'46"E
48°II'23"
93
25.00'
21.03-
11.18'
20.41'
N85°19'08"W
WI-V 23"
94
20.00'
29.39'
18.07'
26.82'
510051'26"E
84°11'46"
95
20.00'
30 06'
1 8.69'
27.31'
N74017'58"E
86°07'03"
96
25.00'
2360'
127 '
. 6
22 .73'
N77°29'57"E
54005'18"
97
25.00'
19.01'
9.99' 118.56'
N55°22'23"W
43°34'11"
Curve
Radius
Length
Tangent
Chord
Bearing
Delta
98
20.00'
31.42'
20.00'
28.28-
S72°21'30"W
90°00'00"
99
20.00'
28.76'
17.51'
26.35'
N13°50'19"W
82°23'37"'
100
25.00'
21.03'
11.18,
20.41'
507°40'17"E
48°11'23"
101
25.00'
21.03'
11.18,
20.41'
N55°51'40"W
48°ll'23"
102
20.00'
29.76'
18.41'
27.09'
501°20'18"E
85°15'50"
103
20.00'
29.76-
18.41'
27.09-
1,186°36'08"W
85715'S0"
104
25.00'
21.03'
11.18,
20.41'
543°55.38"E
48711'23"
105
25.00'
21.03'
11.18'
20AV
N04°15'44"E
48'11'23"
106
20.00'
28.87'
17.61'
26.43'
541°01'10"W
82°43'03"
107
20.00'
28.87'
17.61'
26.43'
556°15'47"E
82°43'03"
108
20.00'
31.42'
20.00'
28.28'
553°34'42"W
90°00'OD'
109
20.00'
31.42'
20.00'
2&28'
536°25'18"E
90°00W
110
25.00'
21.03'
11.18'
20.41'
N57'19'37"W
48°31'23"
111
25.00'
21.03'
11.18-
20.41-
N74°29'01"E
48°11.23"
112
25.00'
21.03'
11.18'
20.41'
532°40.23"W
48°11'23"
113
2500'
21.03'
11.18'
2041'
N15°30'5 " 9 W
48°11'23"
114
25 00'
21 ' .93
11.73'
21.24'
S71°51'35"E
50°16'02"
115
25.00'
20.35'
10.78'
19.80'
N23°59'13"W
46°38'4T'
Centerline Curve Data
Curve
Radius
Length
Tangent
Chord
Bearing
Delta
76
310.00'
242.06'
127.58'
235.95'
516°11'11"E
44°44'17"
77
310.00'
175.93'
90.41'
173.58'
N22°17'50"W
32°30'59"
78
310.00'
201.70'
104.57'
198.16'
N12°36'04"E
37°16'4T'
79
230.00'
206.70'
110.92'
199.81'
586°58'10"E
51°29'26"
80
310.00'
312.95'
171.27'
299.83'
S67°07'06"E
57°50'27'
81
400.00'
170.65'
86.64'
169.36'
N50°25'11"W
24°26'3T'
82
230.00'
123.94'
63.52-
122.45-
547°12'14"E
30°52'31"
83
500.00'
480.14'
260.39'
461.90'
N54°52'06"E
55'01'11"
84
230.00'
111.30'
56.67'
110.05'
550°15'50"E
27°41'04"
85
230.00'
96.90'
49.18'
96.18'
N31°54'05"W
24°08'16"
86
310.00'
151.05'
77.05'
149.56'
N05'08'51"W
27°55'02"
87
310.00'
133.54'
67.82'
132.51'
S03°31'47"E
24°40'55"
88
310.00'
18.26'
9.13'
1826'
N14°10'59"W
3*22-32"
89
310A0'
197.62'
102.30'
1"--
S30°45'27"E
36°31'---
Field Book: Wylie Branch, Pg.
Disk Name: Acad 42661
Filename: WH-Gen.dwg BLD
Job No.: S170727-6565
MLIE BRANCH, SECTION V
Topsail Twp., Pender Co., North Carolina
X_9
Ow�yner�" Contraction, InG
100 Carolina Plantations Boulevard er: DevelO
Jacksonville, North Carolina 28546 P
Island Creek Developers, LLC
100 Carolina Plantations Boulevard
Jacksonville, North Carolina 28546
DATE: 03/17/22 GRAPHIC SCALE: 1"=100'
0 50 100 200 300
SCALE:1rr=100r FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville North Carolina
P.O. Box 976 - 306 New Brid
ge Street - 28540
Sheet 2 of 16 Phone [phone] - WWW.TidewaterENC.com Est. 1961
Firm License Number. F-0108
0