SW8230504_Approved Plans_20230612

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Vicinity Sketch
Not to Scale
Notes:
1. The Purpose of this plan is for Stormwater Permitting, BUA Tracking,and to
show overall boundary bearings and distances.
Low Density Area
Overall Boundary 3, 058, 868 S.F. = 70.22 Ac.
Percent Impervious X 24%
Existing
Live Oak Estates $"" -, Total Allowable Impervious 734, 128 S.F.
d
Section III-B,Part 2 ;v Ex. Bellchase Dr. RSO Holdings LLC
M. -15ZoB.57, g.93 ��jv M.B.82,Pg.26 Wayne Victor Venters III Impervious Areas
R-15 Zone
/ Single Family �/ 60 R/W D.B.5766,Pg.921 D.B.4713,Pg.310 p
_ HBZone 55,284 S.F.
\ I / Tais
\ �q�Oa �— (Public Street) I \ RA Zone Streetsi / Gas Station Cell Tower
-/L >Z ( /\ g J� � I I ( I— �. / Mailbox Kiosk Drive & Concrete 1, 876 S.F.
/ orthrn WI Northridge _ C: -- \ , SPS Drive and Gravel 5,363 S.F.
' 1 ( NIMB75Pg.98 ��- -�-F I I 1, 1 f 1 \/ -Y �� �i R-15 Zone l I I E fisting TwinForks2
IB Single Family BOnalr Dr. I NriExisting Isaac Donald Jenkins
Pro erties,LLCLOtS
M.B.75,P 98 City of Jacksonville P M.B.51,Pg.194
0R 9 M.B.68,P.17/ R-15Zone WeIlSite 9 \ D.B.3162,Pg.616 48@3 500 S.F. Per LotMatthew Davis Stream blicStreet) D.B.1069,P 361 0.6.4393,Pg.383 r 168,000S.F.George W.& I / I I Sin le Famil 9- \ 31 ZoneOnslow Coun D.B.5460,P.452 Barbara B.Rouff \ o 9 Y HBZoneEstelle Brown Heirs r-� 571 48'59"W749.40' __,N74°18'50"E 599.09' N73°31'24"E 720.40' RA Zone Commercial CommercialFuture503, 605 S.F.D.B.1421,Pg.56 M.6.32,Pg.154D.6.640,Pg.45I / ' / / 13 Commercial I Total Im erV10US Area = 734, 128 S.F.
D.B.205,Pg.329
Tract 4 Julia Venters RA Zone M.B.25,P .167 \ a'M.B.29,Pg.69 9 / / �,. \ \ i- pRA Zone Wooded/Undeveloped RA ZoneIRA Zone �q C S W / N,Wooded/PondsWooded/ Wooded/Undeveloped ��6 " 2p L1 L22 _� I ��1 L34 �� I I �� X \ Percent ImperVlOUS = 734, 128 - 3, 058,868
I Undeveloped :.� L24L2gL26 q V32 WetlandsJ \� Cecil George Wells Linwood E& - a\rLine T WD.B.318,Pg.295 T LindaMorton--""- _ W � L2g W L28�� �3a v: ( YP') inM.B.8.Pg.506 O\x D.B.4377,Pg.594
� nAn
ALL N77°27'15"E 790.37' 4.0 0
- ' / S� J ,Cf6 W'/ =/ `.W C?�� SPS/ fir , an
y HO IOW Dr1VE' �' MRA Zone x RA Zone
�;� r N74°32'35"E 949.28' \_ SingleFamily Farm Land _ Single Family
w 4 L8 V 1A �, •� �• /R" 50'R W mil / N /Z, \ in le mil
>•`O \'+ „ m WLb J V ' ' % I `1 Public 5�t Q� ��
�.` O a'/ v- • * W W _ L4_..5 ..<9 '� •v- W \. Kiosk '� / ) N
Nib\ , W W W W W / ' W J �� LIO ` / Jubilance Ln. s77°35'26" J S
' ,�, W W W W �\ ��. �, / 50'Vegetated 1111111, t 50' W 945.35' A do. 1 W W W W. /W yI
j �� _LZ '� L13 Stormwater J 52°44'34"E v , R/W I \
/ 1 South State 1/ I
��• _ Development,LLC Setback (Public Street)
W W W \ Y• �.- '•�� �" W' •'d P 93.62' I I I
Existing Bryan T
Farms Subdivision t \
W W W W W ` j,. ,�, *' I. D.B.5730,Pg.26 Intermittent l
1 W 50'Vegetated W y M.B.67,Pg.69 Stream 4 60 1 (�-+ 577°35'25'W 555.10� I I R-2o Zane
9 / / I 50'VegetatedR-10 Zone W171 V O ry Li ,
-. './.. ^ - W Stormwater "' Stormwater Undeveloped 1°0�49" _� SingleFamily
t / Setback / 56 ` V �_ I Me" I \
WI I Setback IL
\ ,_ ' EX.WeSte A _� \� I -_I I W I /� v• l Existing ( _ #2172 �l J/ I
Onslow County Stream 1j w /W 1 W Bryan Farms t\ SR �_ L �/
D.B.1421,Pg.156 / / .2,-.1 �JY R/W
I \ / __
Tract I,Lot 5 Julia Venters - v- W - Section III / he Sires)W r •// W MB.e3,P 6/'-/ W \-- R-20 Zone W�,. �_ � 0Sin IeIii
Wooded/Ponds W _ +- W/,,..✓✓4, "' w b9 9 Family _
�^��� .y /W W W v W W 4' v- W W + v- W•
��`,,, ......,........./ „, y W ,,,,,,.......4
v W � - r / 56,04 9 \�� ` \____ �� ____
�G�` „ W „� „ W „ W W vW ` ` \ � �W le� „� : W 21242 / ' A____
/
�?J /W .y W W W W .y \ 4' W "�•�y W ---Cr.'-'W W 561°Q2'19" \ ��-
W W W Y ..0---....4, /
�0ti 1 W „, „ �y W W W Wetlands W W W W * Jy' 4, „- I
Cl3 - W W W W `Y W Line W „, + „' W „'
. -W-•v/ W W W W W W * W W W * W * „, „, W * * *
* *
W *
W *
lW W W * W W * * * * „- J- .y
W W *
*
W * W W W w *
.„, „, y W
. W v * * * W *
*4 Y„
/ v- „, * 4, 4, •�1 2:YT911'
4, 4, 4. 4. 4, 4, v W 561°p313 Boundary 11 A1-�11 -
"B"
„• .y W A.Sydes Construction,Inc.
D.8.2544,Pg.253
M.B.48,Pg.181
Line# Bearing Distance
R-20 Zone
Wooded/Undeveloped
561°p317 w 1260 ' Li 515°12' 18"E 77.83
L2 N64°32' 13"E 36.66
L3 N30°21' 47"E 43.09
L4 N64°01' 14"E 64.29
L5 N56°44' 54"E 42.62
L6 N63°33' 16"E 68.81 I
L7 N25°47' 45"E 37.17
L8 N74°05' 21"E 65.45
L9 553°37' 10"E 21.92 '
24-:-.' LSO S85°36' 56"E 35.45
co a •^�ck°°
L11 N4°40' 25"E 27.85
J
a
cl.2 L12 N32°20' 38"E 60.75
Cb
LIJ
0
L13 571°30'47"E 21.03
A
0
L14 N41°45' 36"E 35.62
L15 N3°47' 48"E 51.05
L16 572°16' 04"E 112.29
..._ .„
L17 N5°03' 17"E 121.31 �`� .,"`1+i+1,/,c. sif ..f/ ', lid-
il,
APPROVED ,_.....C�
n L18 N31°01' 05"E 55.55 t EOM CARMINA OONVIRONMINK+ :r-Q" -9 7
11 EM COM SEAL • - /
f6 L19 N49°14' 22"E 78.66 -
20 576° � 2S O }° jp� 14575 111---\• =
L 30' 55 E 72.82 ¢ G
21 N89° "E 81.66 %.0>:�1GINE•
EP. �.o;' J
3 L22 N79°10' 05''E 43.52 •+
Overall Stormwater Exhibit Plan ''-.,yy`M 5i�,�
f err+tllfll�'Y�r,
L23 582°51' 40"E 46.72
tri
SANDY HOLLOW ECEIVE
nL24 N62°25'47 E 50.24 Richlands Twp.,Onslow Co.,North Carolina
i L25 N87°49' 47"E 51.71 MAY 31 2023
m
L26 N78°52' 11"E 64.17 Owner/Developer:
3 L27 580°34' 39"E 68.99
South State Development, LLC
T L28 N71°41' 32"E 47.69
121 Garnet Lane
Q L29 N37°52' 54"E 92.34
Jacksonville,North Carolina 28546
2
N L30 N54°47' 06"E 34.54
DATE: 04/27/23 GRAPHIC SCALE: 1"-300'
L31 N35°45' o9"E 35.67 0 100 200 300 600 900
2L32 N46°06' 18"E 52.05 —
SCALE-
L33 N24°10' 47"W 25.29 FEET
L34 N83°45' S7"E 60.21 TIDEWATER ASSOCIATES INC.
o
M L35 N20°23' Ol"W 66.43 ConsultingEngineers - Land Surveyors - Land Planners
' Field Book:NA gurve y
U
.A
o Disk Name:Aced#3007 Jacksonville,North Carolina
a Rev.05/30/23 ELB Remove Bonair Drive Extension. P.O. Box 976 - 306 New Bridge Street-28540
U Filename:Wells Property-Stormwater Exhibit Map.dwg ELB g
o
a Rev.05/04/23 ELB Add Bearing and Distances for Boundary Job No.:S220316-8052 Sheet 1 OTr 1 Phone[phone]-www.TidewaterENC.com Est.1961
Firm License Number: F-0108

Note: fo
XsoContractor shall insure that he and all his workers(contractors,subcontractors and other site personnel)do not damage construction stakes or other measures NC
used in laying out the project whether by the Engineer or another entity including those under the employ of the contractor.Contractor shall cause his workers to 111
observe and verify to the fullest extent practicable that stakes,other measures and grades are,or appear to be,accurate and correct,and immediately,but prior EX. Be11C11aSe 1,02r8os.71:70.2,23_03..571:7_59..3553..
to any associated work,notify the staking entity of any potential conflict,error or question regarding the work.The Engineer shall not be responsible if all of the 60' R/W
existingroad G
n ove measures are not strictly adhered to.The Engineer shall not be responsible where due to damage,his staking can not be verified.For critical or costly (Public street) s
components of the work,where the contractor believes that staking may not be preserved,the contractor shall request the staking entity to place staking in an \ ch�eDr l`
area where its preservation can be insured. \ s�
ex.20'septic \
\--- .---system easement // \ / 'is Northridge �I 'L
I \ ✓ /// Pg. \ Northridge
�'
l / \ M.B.75, 98 9 Site y
/ / / \ R-15 Zone I f M.B.75,Pg.98
I
/ / /\ \\ /// Single Family I R-15 Zone I A. �� .�t`Q
iiii
I _ -/ / / / - ex.gravel Single Family I �este�\�2 �tooi poi`&
r24A� � -� I � -� - - -� \ \ I -� r' ♦ \ _ , ,- --, (2) 5... � , � � -• I � _\ I � _` • 5p# �oI ` \22A r / 9A�r \ \ 27�r / // �$ rr�29 \ 30 , \ II ` 31�r \ 32�r \ 33�i \ 34�r \ 35 I \ 36 I ; 37 r I
Perennial - ' ' `_ . • - -ex.20' I StreamNorthridge r,8A ` -ex.20'septic / / ex.20'septic _c�r ` M.B.75,P 98 r - \\\\ / systemeasement\ O O I ex.sh I I f II5Qi1\103 r -1\ 9• _ . r6A system easement / /\ R-15 Zone • r \-� \ \ ex.10' I 20' Single Family ' \ \ \ I 1 / / 20 \ W �
20 IIII\iO4 \\ \\ nBn 571°48'59"W 749.40' •• \ ex.eo „' P / N74°18'50 E 599.09'\ 81.08' 92 33' �'.60.31' ' 109.46' 65.33' 65.33' 307.49' �36. Z" "73.31' + }"I5F }"I5F 93.30'f 106.98' 100.03' I5F -I Live Oak Estates \\ ;oW - _ "- z - 100.03 100.03' 3 31 4"E 72 .40 _ _i__ -d - - - - --- -- - -y 98.72'_ N7 2 0, - - a 103.90' 60.00' 86.75' 81.64' 79.64' 77.78' 78.50' 128.28'
\ u? + 6 `r Wetlands �..Section III-B,Part 2 \ o% �. d' ` ^� co 43\ / d'. Line(Typ.) 'v s . 33.67' o, o md QM.B.57,Pg.93 \ \ �, •^' p5' \+ t- .o o v 1.31' _ °u ,V`oI R-15 Zone \ r L18-� 1 �I '" . g L=30.77' o O v45e? rn v o R vi in b �^' +\ N N 41 42 o O °0 dNI v .� \ ,r, $ Q. oSingle Family \\\ jWW W 7 50' V etated• 24.19". I O - o O 48 a` c� �-i I :D O N O h°'b 22.61' �7 °*\ b • • • •7 10.87' a 20 °.. m 5�O s I �" OO O ^ O 'tia 1 _ �FnStormwater I 66.9T -J 3 f `L=31.97' g3.36' 100.00' 20'MBLO 4 20' �c.Perennial N uD L= 100.00' L=22.03' 20'1 Setback o rn 23.62' !0000• PQ oStream ��h W W . �, • `' '" 39 I,u'`; ' ag.Zb 100.00' 87.51' s_tBL O1�TW t- o� °o �.� v srL=49j 38 © 79.58' o'RL14 . • • N 3r' a !Z?$3' _/ 42 L=32.92'
ex.10' �/ i W �'� �I. °� 33N 37L=36.10' 020' 77.72' 42.03' ,w.R i .NL3 W W \ 36 L=4.30' I 6327P Sand HollowL12 Vti3/ 3 • IW �I W `'ro 3435 \ °% - 20'Mei 1 © c' ao s-r- 84.88' 9730� Ve-5O R� (public ) �12•�� MVlclnit3l Sketch
`Y W W \u� / 3 W i WI •P5.06' T �- ag8�s. 20� -9 --- 91.77' 89.33' - Not to Stale
♦ ,• � tb0� W / 7 I"` W .\ 65 65.00' 60.70' 20, 3�11( �,= O JMBL 87-08' 84.99' 83.05' O NCecil George Wells
5. v aGM.B388PP 5095_z79.53' ilkL=33.33' N ,nL10 `.� 1 1 67.57' i- Q c. L' r„ I� -22 • 20v n.93' 92' \ 1 " °� 9• Tract Data
. '•.r ,,. ,• i .r l o b rn a /\ ci ao 9W ' /'_� _� i ,/ Ol' ,I 60 Public Street) a 36' I;340, 162. o m 17 -� , Single Fnmily/Farm Land g 17.01 Ac.
�• . / e c' 30 30' L=51. W ( a,box " - r: 19 ^ S> N RAZone�! Foy 1 __ ��y1o' ve 50 R� 75. - - o018 ONin30' 4 a Total Acrea e°In
W W • `� . ( o• 6b �'`' Sandy Hollow�ri L=47.4� �I a ■577°35'25"W 555.10' �� 98.74' 97.35' - _ -� 16 15 �, �_ L=52_ L=32.52' Acreage in 0 en S acea 101.05' 2016' - - - - _ - O v 13 L 18.86' P P 0.38 Ac.
f L=38.49' rb6' $8.p0' Common Arta - 94.46' J 52.55' -- -- _ O 12 I a Zone1 �, 20'iJBi 30' �1Open space#ijubilance Ln.(Public Street) 39.27' 8938' -- -- ON o �7 1R-10 ZOrie
29 L=25.66'- © 44.63' 88.00' 0.19 Ac - -
2 _-{ O I x-6' S0' RAW II
87.13 - - - - �^ 11 10 a !\� 1Number of Lots 48 + 2 Open Spaces
1 �� 30' 24 0 23 J wood G! r'49 I ❑ i�l�I _ _85.04' 83.09' - - - J O o" i� and 1 SPS Lot
50'Vegetated I B. L=71.53' bq 1., o O I I r _ 81. - L_ - -
Stormwater + gB• m� r+ fence Bryan Farms Section V _ I 25' 795T -- 1`", Minimum Lot Width_ 50 Feet
' �� L=41.52' 0 26 I r 9375 ''' 52°44'34"E \ M.B.53,Pg.16977.97' - rnSetback I Q /OMW u? �' � ` RR ' � , R-20Zone ex.6 ex.b' II5'26"W945.35' - - 78.49' --� Minimum Lot Size 10 000 S.F.
�+ ( eltir C �2 30' O r ! 1 143' Tie 93.62' _ + wood I wood x.6' I - 127.75' r
Intermittent I •
0 27 L� 10 • J os Sin le Fami wood - - 116.39' Avera e Lot Size- U O °, 9 lY fence fence Smallest Lot Size (Lots 14 &Streaml o J r ` ,` fence x b' - _ _ Axel g 12, 107 S.F.
j d M� f
' 28 g8 33' _ - 48�r r I I I fwood
ence I I 25' ■ • 10 0 0 0 S.F 15)
Sewage Pump z�� �0 ,- Igg3 ' 1 .� �rj _ Linear Feet of Street
w a. 9 L=27.76' - ■ - 25' \ ,a n "S I I I I 2,535 L.F.
Station W Revised - -
• 6 33' , : \ b' Sewer
\ :t �. „id
9. 86- I I Bryan Farms Section III r 50 r r 52 r I r 53 r I _\ I I Community System
\ . .i'
Nor.
See Detail Sheet 1 62.86 Common Area 8778 •° 49"W 907•69' I 9 X N a _ I •_ r 54 r ' _ , - wood Water
Open Space#2 02' x.4'' M.B.53,P 6 �y $ I r 55 r r ` _ I I fence ONWASA
Existing Use Undeveloped
pc 1 R-20 Zone x Revised ` 56 r ` Single e Family
24.30' • o.i9 Ac. 56 wood W C!) d Bryan Farms - r x.6'
South State 0 }"I5F x 6' \ t I ° on I Bryan Farms I Bryan Farms I I _ \ 57 , I I I g P Y
i• 29.12'� L 93 _ - 25' _ picket �46 r Single Family _ M.B.53,P 169 r - �59 / I ` ' - ' _ I wood _ Fire District
Development, / 230' 6"BG wood P r SectionI - 58 r - Proposed Use
_ Rhodestown
p Section III I fence
D.B.5730,Pg.26 361.7 f fence r ♦ I ♦ 9 M-B.51,P .95 r 60 r r r
\ 45 r I r 51 R-20 Zone M.B.53,Pg.6 9 Bryan Farms 61 62 I M.B.67,Pg.69 6.36' _ _ \ _ I r 9Family I R-20 Zone R 20 Zone I I B an Farms I r ` r •\ 63 �64 r Rating 4
■ - -' Single I SectionI Bryan Farms _ I r ISO
R-10 Zone g1a0' -'� ex.20' _ , Revised Single FamilySingle Family I LM.B.51,Pg.95 Section V I Section I I I \ ' DensityAllowed
Undeveloped
�' r Bryan Farms ex.20' 9
43 r I Bryan Farms Section III I I R-20 Zone M.B. •
53,P .169 I I 5 un i t S/a C.
Section III 9 Mon I
.B.51,Pg.95
R-20 Bryan Forms DensityProposed
M.B.53,Pg.6 1 M.B.53,Pg.6 1_ ______ - I _ _ Single Family I R-20 Zone I I ry P 2.88 units/aC.
_� Bryan Farms ex.20' r 47 R-20 Zone
95
I I Section III \ 42/r --" \
R-20 Zone I `- r Single Family
Single Family I 9 h, I M.B.51Sect!Zone
_ Single Family
ly Single Family
g
/ // M.6.53,Pg.6 �\ 9 N I Sin IeFami Tax Map 320, Parcel 3.3
n n / wood R-20 Zone I ` \� \ I L __ I I R--- 20-
Single
A fence I Single FamilyeS�e Ave. I I Pin: 434800278455
, -- _� SAT
� r� -� _ E�(• Vvr� IIRef. : D.B. 5730, Pg. 26
/ / _\ I \ 40�r Note: SR#2�" \ II M.B. 67, Pg. 69
\ 39�r Cross hatched areas shown are501 1�/ 2
LI ±-
/ f
I to be used temporarily as the (public Street) ___I -1- Setbacks:
Front Yard 20'
Cul-de-sac 12/W.Upon extension
of Sandy Hollow Drive only the normal
50'R/W will be dedicated and the Sidde Yard 20'
' ownership of the cross hatched areas Rear Yard
will revert to the owners of the tract •
in which they lie. 15'
-
Legend: Notes:
is partially timbered and wooded.
1.Development area
Ac.-Acreage \ _ J Centerline Curve Data public(NCDepartment of Transportation)
BG-Below Ground 40 i Ad other Lot Label 2.All streets to be De
3.All street signs provided by Owner.
D.B. Deed Book Curve Radius Length Tangent Chord Bearing Delta 4.At all intersection:
eop-Edge of Pavement O -Curve Label - - 20'radii at all rights-of-way.
ex.-Existing 1 310.00' 119.33' 60.41' 118.60' N23°26'15"W 22°03'20" 30'radii at all edge of pavement.
GL Ground Level 30 -Lot Label - 5.All street right-of-way to be 50'unless otherwise noted.
2 310.00' 156.74' 80.08' 155.08' 6.Pavement width to be 20'.
IPF Iron Pipe Found S61°13'40"W 28°58'11" 7.This site is not affected by
O ISF Iron Stake Found ® Stop Sign 3 310.00' 60.46' 30.33' 60.36' 552°19'48"W 11°10'28" any special flood hazard per FEMA CPN 370340 4348 K
(Onslow County)effective date June 19,2020.The New Preliminary flood maps for
L-
Arc Length 4 310.00' 43.94' 22.01' 43.90' S61°58'40"W 8°07'16" Onslow County show that the AE flood zone will not adversely affect this project
M.B. Map Book -o- Street Sign -
and is not shown for clarity.MBL Minimum Building Line v W 5 310.00' 195.87' 101.33' 192.63' 547°56'16"W 36°12'05" 8.All easements are drainage h at di
Li, mensions imensions shown,unless otherwise noted.
PC-Point of Curvature Wetlands -
- - - _ _ - -
Easements shown as__ _or
Pg.-Page W 6 450.00' 245.12' 125.68' 242.10' 545°26'31"W 31°12'36" 9.10'public drainage di utility easements are reserved along all street rights-of-way
�
10.All easements are dedicated for public use,unless specifically noted otherwise.Public
PRC-Point of Reverse Curvature
Vr _ use means that public entities and the general public may use the easement,but does
Tangency
0.. e not mean or imply that any entity does or will use,or does or will maintain any feature
PT-Point of Tang
h o Railroad
yr 2 RR- Right-of-way (drainage or utilities,etc.)inside the easement.
s.t.-10'x70' Sight Triangle 11.There are no Areas of Environmental Concern(AEC)as defined by Coastal Area
TOB-Top of Bank Management Act(CAMA)on this site.
12.Sight distance easements shown hereon shall remain as property of homeowners
Typ.-Typical Boudary II A 11 -
"Bll but shall remain free of all structures,trees,shrubbery,and signs,except utility
""J 1� poles,fire hydrants and traffic control signs,which could restrict driver's vision.
13.Stop signs shall be R1-1,30"x30"high intensity diamond grade reflective,
Line# Bearing Distance installed on a breakaway or two piece"U"channel post,7(seven)feet above
adjacent pavement height to bottom of sign face,with a horizontal clearance of a
Ll 529°56' 31"E 14.16 minimum of 1 foot from existing pavement edge to outermost part of sign.
14.Street signs shall be engineer grade reflective,installed on a 2 3/8"O.D.
L2 55°33' 18"E 29.12 galvanized post using same vertical and horizontal clearance as stop sign.
L3 512°15'06"E 54.94 15.Boundary taken from survey by Tidewater Associates,Inc.dated 1-11-23,and M.B.67,Pg.69
16.Wetlands delineation by Davey Resource Group and surveyed by Tidewater Associates,Inc.on 1-22-23
L4 525°14'45"E 22.98 17.All lots ore less than 5 miles from the Rhodestown Fire Station.
18.Blanket Easements are Reserved Over All Open Spaces for Drainage,Utilities,Landscaping,
L5 514°56' 19"E 52.12 and Access.Open Spaces Will Be Maintained by and Conveyed to Homeowner's Association.
19.This property is not within 1/2 mile of a voluntary agriculture district.
L6 539°52' 34"E 38.87 20.This site is not within the Flight Path Overlay District.
21.Cluster Mailbox Units Will be Within Open Space#1.
L7 512°49' 56"E 4.02 22.There are no properties or buildings on the National Register of Historic Places within this
subdivision or adjacent properties.
-J L8 56°13' 57"W 16.79 23.Temporary street signs shall be installed at each street intersection when construction of
w
° new roadways allows passage of vehicles.
a L9 522 46'04 W 36.72
{ 24.New hydrants must be brought into service prior to combustible materials being delivered
L10 sir 30' 19"W 8.67 to the site.
co
0 25.Maintenance for easements outside of N.C.Department of Transportation rights-of-way
Tr
o' Lll 529°06'01"E 5.82 � � will be the responsibility of the homeowner.
o ° ' - 26.This preliminary plat is being signed and sealed to satisfy the requirements for Onslow County
oL12 519 11' 29 E 8.10 O(_ 3'O Subdivision Regulations only.It is not intended to imply that an actual survey has been performed.
L13 537°52'54"W 60.03 `�
CEIVEI)
in
vb
L14 N54°47'06"E 34.54 ��\\'�1�1 C .R 0/7/i
�.4a; °ti9.9= MAY 31 2023
0 L15 N35 45'09"E 35.67 `- •4 SEAL r;
R L16 N46°06' 18"E 52.05 = •
3 -- •.r 'L-4750
oL17 N24°10'47"W 25.29 %��'! u R,,.yo.4 ; Preliminary Plat - Not for recordation,conveyances,or sales
`!� L18 N83°22' 5T'E 60.21 .Z S � •y1/4�' ��\
o L19 N20°23'01"W 55.56 //l 11111\\\
SANDY HOLLOW
2
a.
en
Richlands Twp.,Onslow Co.,North Carolina
6
Owner/Developer:
South State Development, LLC
ci
PRINTED CIL- S .�
121 Garnet Lane
0. �,� Jacksonville,North Carolina 28546
0
a.
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TIDEWATER ASSOCIATES, INC.
CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS GRAPHIC SCALE:V..1
PO BOX 976 JACKSONVIL.L.E,N( 28441^0976 DATE: 03/20/23 00'
0 50 100 200 300
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0
o FEET
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ASSOCIATES, INCCN
Consulting...„
Engineers - Land Surveyors - Land
UA.
Field Book:Darryl#2,Pg.27&Sandy Hollow,Pg.8 g y Planners
0 Rev. 4/27/ 3 ELB-Remove Bonair Drive Tie in per NCDEQ. Disk Name:Acad#3007 Jacksonville,North Carolina
QP.O.Box 976 - 306 New Bridge
Uo. Rev 04/27/23 ELB Revise per TRC Comments Filename:Wells Property-Gen.dwg BLD/ELBStreet-28540
3 Job No.:S220316-8052 Sheet 1 of 11 Phone[phone]-www.TidewaterENC.com Est.1961
a
Firm License Number:F-0108
0

( /' �/' / / I ' /` / / I / ! /�/�- / � \ I I 1 \ -% 1 �� \ ,\x \ �� I ( I \\
Note: \ / I( / / / / / / / `. / / / / / / ( _ - , \ I I \ �'z_- --�= \�- \1\ �` \\ - -/ f�P�
Contractor shall insure that he and all his workers(contractors,subcontractors and other site personnel)do not damage " / 1 / / / I / / / /' / / / \ \ D\ I / \ *11,/
\ / - Le end: aI \ ' / / Y� \\ 1 / \\ / / I �'ooconstruction stakes or other measures used in laying out the project whether by the Engineer or another entity including / 1/I / / II / / / - -/ // / / / \ \ I \ -- L _/ ( \� 1 \ I \ / \ 'S / /�` / - Norrthridge C Centerlir� N.ethose under the employ of the contractor.Contractor shall cause his workers to observe and verify to the fullest extent / /I / / / (� / / \ \ \ ` / / ` ReleaseFrom10'x10' _ - / B.75,Pg.98 c&gCurb di Gutter 111
I Release From 10'x
that stakes,other measures andgrades are,ora ear to be,accurate and correct,and immediate) butprior / / I I 1 \ / / j \ R-15 Zone
practicablePP Y' / J I / / l \ / /- \, I I SHFS at Elev.40.5 I / \ / SHFS nt Elev.41.7 • 4 y Conc. Concrete
m. >Family
to any associated work,notify the staking entity of any potential conflict,error or question regarding the work.The \\ ✓ j 7✓ / I / -/ - - - - ( I / \ .rthridge / / /\ / / / \ to Sheet flow thru to Sheet flow thru I cpp Corrugated Plastic Pipe G
Engineer shall not be responsible if all of the above measures are not strictlyadhered to.The Engineer shall not be ( I \ / I / Wetlands Install Silt Fence '
9 P 9 1 \ \ I / / r 22A // ` \ 75,Pg.98 - \ I / \ Wetlands \ I\ - existing CSD Compost Sock Dam
responsible where due to damage,his stakingcan not be verified.For critical or costlycomponents of the work,where I 1 / 2 `_ 1 1 1 \ / 15 Z9 - 1 / / \'� \ ` I / _ ' , \ \ dirt at Clearing Limits - 1 r
P° 9 Po \ \ J 9 / / 7 \ -�l\x 8 / drive / rr27�/ D.B. Deed Book IlchoseD " y
the contractor believes that stakingmaynot bepreserved,the contractor shall request the stakingentitytoplace staking \ \I \ - \ �� ` -� I I ( / 9A , Single Plainly N- - - aA , \ \ / \ ,\ Be `'s
'` _ Ne EFW-Excelsior Fiber Wattle m
q \ -�" x a 8 AO 3'
in an area where its preservation can be insured. \ \\ 1 i24A' \ / / \ N\\ / / / / ) \\ / / ( \ I / �/ ` \ \ \ , \ \) ) \ \ // / \ egw-Existing Guy Wire Site •c-.
_/- J I / \ ' / / Ex. 11:_iN:
/ / / ( \ \ \ // 1 I \r - -I / \ll ) )•� / '�.6/// \ I �c-� - -I� - - y - - Elev. ElevationI/ •y/ Perennial \ \1\ / / 1 \ \ I \ SF x o �Qstream \ 1 / - \ ( �\ ( II / . Alik �� x• x - eop-Edge of Pavement Pam. �7 �k</ \ - - 1 / �' �. 1I \ 1 I / J �--" X ` - e b-Existin Phone Box to 2 oLive Oak Estates I / / / / / \ I / \ \ - ✓ l .11 2 �osection III-B,Part 2 / I / 1 .. \ - \ ✓ _/ / / 1 W r epp-Existing Power Pole yCI\ / I / / \ �/ , 4 / /` 13:1 Swale) O ex.-Existing
M.B.57,Pg.93 -�( / - 4 4, \ / / - 1 -
\ /'/ W �i - - - \\\ / \ l - / V W le I/ ,_IOa I 1' i Inv.-Invert
R-15 Zone \ •10 ' / { / <`► / \�. /' ` �� J1 \ / / r o ��► 4
Single Family. / / I - N. ' - \� \ stnH�il#,Fence \ I _ _ _ a
• \ \I / // / / 1 \i w W �( _ ` - - �� - \ -`• W\\\ \ r J Tearing imits ` \/ L \I W / / _ � I I e2� IPF Iron Pipe Foundo•A s�
1 r\ 7 / _ 1 1 W �. {1 I I �►_ \ \ \ / \ \ / i\ .n .' j / M.B. Map Book
/ r \ \ I '1 / \ \\�\ I • l \ / \ \ / I i' �' i` r\/ CO Pg. Page
,) / / / �1 / W / / _ ' ^ \\ I \ -\sf \ sf ►�'�'� I' i tai
) I / R/W Right of way
/ '\ I I \ vegetand �. \ \ / k p/1 \ \ w / -44 �- y/ \ / y I 1 / / 1 ( _ -5lvrmv�u ter \ \ I ' / 1t' 1t / s ST#81 I �,' / / RCD-Rock Check Dam/ // j/ // / X J . IW �Wv1i I / / ` -� -- _ \ \ \ I / / /sf \ " - w I / rcp Reinforced Concrete Pipe
\ / / / U 4-/ 4- 1 Y I / - -From -• \ - / \ \ /= •. i \ / \ \ \ ' ' 41 Inv.Out / ala
j / ° RRA Rip Rap Apron tie
sl -" / / / / ✓ / / 4 ! / I I / ) B 7 sf ►'�i I ��1� � 1 I i \ 1 /: �� U 43.70 �. a); ��, l
\\ / - �/^ �,&• / / / / // / /� y 1 / 1 f / \ \ ,•� \I \ I eh a \�` /Ia`,. - " � ... •• J .� p C,� °o
` J o I/ / __ / / W W /-`i'- - I- / I I -` I ����t \ ���` - • J SHFS Scour Hole Flow Spreader
o
'*e *s - - - .,_, , , / f \ ♦ SPS Sewage Pump Station
'.� \\J- _.- - _,j- - _ �/ / / / / j/ W W W W `' 11-/ / \ ` \�� 1� • /SHFSReleasat Elee rv.45.4° Cr) �O���y� 40 xI47.24� 20' 7 .�i SSB Skimmer Sediment Basin ��°�
\ \ - / / / /� :,-,,,,,i /- 4 ' 1 / \ \` I / �� �,<�1 I f / ® / / aV+ ST-Sediment Tra e\ - ~- / // W w 4 / I ( \ \ toSheetflow thru '►� S ,�,,,Es� / Pr .., _ - / y /• \•� �r '.♦ i _ ..i/ \ \ \1 4 1 I Headwnlr ,' ' 6 / © �,; 5B#:• milQ RY` AA 4 I I \ \ \ \ \ Wetlands �. / / ��m1 ..2$ r_ -1+ E'S- - �/ / 4 4 / ✓ �' W +fr / \ \\ \ \ 1 .4BInv.Out .'a RRA �_ i �_a �, s.
- 1 trn l \- - - - - - // / / 4 v� ,,,... ..\
/ �'" I I \ / 5\ 1 1 I I 3 i 'Ir....„
41.10 ��� �� r, / //I 0a
�- Flow ArrowV 1Cll11 Sketch
\ -� + 4, / I \ \ 6 �.% ' ^� i� Inv.I, �. \ - - - - - - / Release From 10'x10' / 4: w 1 ��. �� RRA �1 co ty/ 4 W W SHFS at Elev.42.5 1 A / / I O ++' 1 / !'�i'! / 1©. /43.90ONot to Scale
'0 e sie e `'. �� G - - J 4,/ 4, / /I \ 33 I ' fry, \v,I 5, 1 / I�,' 7 R( A •! /
o.2 \W / / \ '� \ j', Inv.In j I "� Lot Number
co 4 \ / �- - - / 4-\ , w to Sheet flow thru j / / / / ) 1 r \ \ \\ \ , I / \ c.v.;
''� ' V
W - - - _ W 'r` / / •Ve, 1_>Ah \ • ., 42.60 �+ A -Pipe Label Erosion and Sedimentation Control Notes:
\\°` r W� .. _ _ \. f\� W � Wetlands / j ®/ - - #QI�dW � iI n) 20/ _ O
\ \ / \ \ 4 �' ti'�\� - / • W 4 = ` \ / S y \ �� �- "� 12' Driv I *�\ \ Ex ' W 4 i / \ \ w\�y. 7 / / W / 1 an\ '/ 1 " - _- SfI \ 1R x 52.24 Proposed Spot Elevation 1. Construction Sequence:
Intermittent � - -- % ✓ 4 / 50p A. Notify
*aill
i \ \ \ 1-� A Engineer,Owner,and NCDEQ prior to beginning construction.
�--- / �- �•� �� " ) `� - Inv.Out �� ► "� i' e © B. Clear onlythe area necessaryto install the construction entrances and perimeter silt fences,
i, \Streamy \✓ ST#Z� i / / / �► � �; prjE 44.20 , A • C' I Swale Label
_ - 4 IPF 42.40 - 1
- 4' _ 4 ...--./.„... �- ' 31 / twd: �� G 45.60 ® / ■ ��'©� '��1� © sediment traps and sediment basins.The remainder and bulk of clearing is not to be done until
_ -- M
r- 4• /4• \ _ e,� \ y *sof I \ �•�p.••�'�• 1 ��g
• © installation of these items has been completed.
4 • ✓ / I1I ' Headwall / 4J
Cd / Inv.In pip NIA CL -Clearing Limits C. Sediment control measures are required to be installed at the earliest practicable date after
�/ W 4`• / / ���!� �i \ �� / Common Area 45.00 / 1 \ ex.inv. start of work.Grading operations shall begin at low points,points of outfall release or at other
/ �, I c I \ \ Inv.In : ►.. -ExistingDitch
1 Release From 10'x10' \4 W I ! r r- 1 / \ s / '_ - out 47.77 locations of where sediment control measures are shown on plan;and the sediment control
�.._, 5wa �. �, ,�,�. � I I �• �� - - \ I \ 41.30 - . .6 O••n5. e#1 / _ ohI
• SHFS at Elev.45.0 \ sk e( l \ ®`� iRRq' I + #9 ' / \ \ \ I / P -Overhead Powerline devices(silt fences,sediment traps,sediment basins,etc.)shall be installed before or
mProposed Swale simultaneously grading any draining
• - - W W I I Pu p Stntio / \ 30 ', � \ I / / wood ex.15" with the rndin of area to the device.
/ (im \ 1 - \ fence rc D. Install stabilized construction entrance prior to beginning construction.
to Sheet flow thru 1 r }r- Wetlands \4 / y\ (S�e Detail) / / \ t►� / 1 I I / �/ // ( \ \ �� Relocate1
■ tabili P
• sf Silt Fence
oft•r 4 ( I Inv.In Swale ex.inv. „ E. Clear and grub entire project area.
/ 1 4 19 ' / / I Inv.Out / � \ I / 1 ►• I �j \ \ / • \ Coast action out 47.16 L - sf CL - -Silt Fence and ClearingLimits F. Rou h rnde and tem ora seed areas not to be disturbed duringstreet
1 / lgr( C / \ 45.80 / / I 49 , 9 9 P 'Y
\ l \ Entrance �j and utilityconstruction.
/ // / / / /1 '�� 5 , / // 2 \ 43.00 / Stole- \ I / / / 25 1 \ \ 1 /,. ex.15" r ox4e o. Woodsline
\ ` / .i0 i� \ 1 / , / I 1 - - \ ( - / �:) RR Tie rcp , ,� // / Existing Wetlands G. Install pump station,sanitary sewer mains and services.
/ /- / /.I / I ►4u��4 ✓ / \ i / � Inv.In / / Re•cafe 26 ✓ ex. �,
ex.inv. Bryan Farms Section V H. Install Swales
'50' Ve eta ed / I .- �/ �'� 43.50 f / / C ` 11 St' I/ I 1 -� x&t \K in 47.37 / M.B.53,Pg.169 I. Install storm drain pipes and inlet(catch basin)protection.Install swales.
9 W ..J G / /�. �,1,ikJ ,/
;� - X.� 4.J i R-20 Zone J. Rough grade roods and roadside swales./ / f ,� ` / K. Install water mains and services.
Setback II 4 - 1W '�4 / \ / / / 0 �� I48 ' " LI I �� _ \ I _ J O ] - ' \ - r / Site Benchmark
From TOB I I I 1 I I \ \/ / \ 1 1 L 1 �_�,. - 52 �I� 1 \ Exi�tinfj\ .,/ �" �j ' °� / proof roll test,on the subgrade prior to installing stone,and on the stone prior to installing
l I :11 1 I ti • / SST#18 / / 1 .......____------
.;•'....-\ \ I •-- ,.&dvised CU - t PKF#147 asphalt.The proof roll tests shall be conducted in the presence of The Soil Engineer.Density
stdcr of C \ I 4 1' 1 • /\ - , / - - / / / - \ Bryand - / _ and thickness tests on subgrade,stone and asphalt byThe Soil Engineer shall be conducted and
\ Farms Section in V O N-389,102.25 g P 9
• i -� \_ ex.15" approved and tests results submitted to Engineer.For additional info,See Roads and Drainage
tern�tt� t ` / / 52 o e, / / ��. ��■_✓_ / - \1 \ M.B.53,Pg.6 •- 9
\ I ® - X • - r \ v) 1 rcp E=2,445,605.90 notes.
s earn\ \ 4 e, �' ( / ■ �� - '� _- _ / •-
46\, : 1 R-20 Zone „� 1 ° /, i •
\ \ - / ■' r ` - \ Single Farm '• i 50 , Elev.47.12(Datum NAD'83) M. Maintain erosion control measures as needed to assure full functionability.
\ \ • ,)r , / ' ' •I ■ � - - \45�, / 1 �\ \\ 1 g y 'Q ` 1 ex inv / ` N. Install asphalt surface course.Soil Engineer to witness laydown and test for thickness and
\ _ _�4 .� _ - -_ I
'" / �� \ �. - - iT49.31 density and submit results to Engineer.
\ 4 • ■ - \ ` - -Bryan Farms wood \ 1� (NI
O. Temporary or permanent seed,fertilize,and mulch all disturbed areas after completing any phase
\ S \ 4 i' �� 20 ® �. i► \ 1 - Section III pickett 1 \ \ 1
\ \ \ I = �i ®' / ' dtch 1 :■. / / \ - wo`odnce M.B.53 Pg. \ \ /X �/ o - - of the grading work within the following time schedule.Apply temporary seeding and mulch if area
`` .� • "ISF / - - \ encroaches - ° / is to be disturbed again and permanent seeding and mulch if areas have been final graded and
\ \ \ W t W r / ,�������.1 �p• ' -i N. - - R 20 Zone _. c w r/� i x x - _
/ I tiiifd� f'O I / - - - / - Sin le Family v 0 - accepted by Engineer and owner.
nstall Silt Fen e a I 4. \. \ / / / \ ` `- 9 h-- 7 1.)Slopes steeper than 3:1 and perimeter dikes,swales,ditches and slopes,and area near HQW
i Clearing/Di�stur •nae ( I i \ ,} \ / G - / / - - / I waters-within 7 days.
Limit - - fy% N o - / �' ROADS & DRAINAGE NOTES: lOr -t - -- - - 2.)Slopes3:1 or flatter,and all other areas with slopesflatter than 4:1 -within 14 days.If
I �.._ ._.. \ 46. / / / - - , \ / /
J �� - L- / / \/ .� Relocute�Existing\ • 7 - _ temporary seeding is used to temporary stabilize an area upon final grading of the job the
r - x.inv. J ( / I/ •�/� ,- - - •/ - ��r'a2 / // \ o N / / Wood Fend _ 1.The streets to be constructed for this project are subject to the Department of Transportation Certification Program / / - permanent seed,fertilizer and mulch shall be completed.See detail for seeding specifications.
our.r474 / ■ =- _ - �y�' / \/\ \t:/ / Install-Silt Fences and Quality Management System Maintenance Version Requirements.The Contractor,at his expense,shall provide ✓ _ 2.Seeding Specifications:
/ '■ - / �° / � �/ at Disturbance Limits test results on 1)Subgrnde,2)Base and 3)Pavement.The Contractor shall insure that all construction and testing is / Revised Apply lime and fertilizer and work into 4-6 inches of soil.Seed mixture shall be distributed uniformly
1 / / ) 10110,1!,1--
...imil"s - = ✓ / / Inst ill Fence / / \ / - Brun Farms Section III and covered with a clean straw mulch.All mulch shall be crimped or asphalt tacked to hold in place.
/ 1 - 9h / \ performed in accordance with the N.C.Department of Transportation"Standard Specifications for Rands and Structures'', •( 47 , / M.B.53,Pg.6 Material and application rates as follows,and are generally considered minimums.*Mulch rate to be
1 \ ex.srorh pipe / / _l I I / / aThistur••..:,.,a� / yy, / latest edition,2006 Hot Mix Asphalt Specifications and Manual,and"/ / , / / p pe Quality Management System Maintenance Version", - I SingleR-20 Zone doubled if crimped*:
\�- 1 ex.invt� 7 -�/ -' - / / r / / and shall report the testing and/or core locations,test method,results and D.O.T.allowable range or tolerance,as Family Material
ix. nvApplication Rate
N.
\ ��//� // x.e' ✓ / / / Site applicable.Subgrade shall be tested for density and shall be proofrolled by the testing Engineer or the Engineer or // / - - ` - J Lime 3000 lbs./ac.
\- f // o, J Surveyor who will issue the Final Certification. Base and pavement shall both be tested for density and thickness. If /
Fertilizer (10-10 10) 750 lbs./ac.
N \ N. an \ / /_ / fence / / I Benchmark / Mulch 2 tons/ac.
��Se 'on • \ \ � // /' • 1 \ c \ Parker&Associates is administering the construction they must also proofroll the stone.Twenty-four(24)hour advance -/ -/ ,___---
Asphalt Tack 435 gal./ac. (Max)
N / -�/ li schedulingbeforeproofroll. Testingforpavement shall be certified byeither aprofessional Engineer or properly certified Ave.A�I gg•5 P / \ 9 P pe Y / -� / Permanent Seeding
\ \\R-�o Zo,e• 1 1( / / I / \ \ I . BelichaSe Dr. QMS technician and shall be in accordance with QMS criteria.Required thickness for this project is as shown on the plans. ' j,\ eSte Common Bermuda
1 5jngl�Farltiy \,/'It/ / / I \ ar�7 \- -\ ex. 60' R/W Note that thickness for widening or turn lanes is greater than that for internal streets. %X' �{ 72 (Unhulled Sept. 1 April 1) 100 lbs./ac.
1 I 1 J road (Public street) 2.MinimumDensities: rjRtt21j (Hulled April 1 Sept. 1) 75 lbs./ac.
/ _ Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
/ I / / / \ Subgrnde 100% 50► R/ V V "Rebel" Fescue 50 lbs./ac.
I- / j �- - - -ISFrR/W
` Stone Base 100% r J� (Public Street) German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
rj R/W / 5 9.5B 90% Temporary Seeding
Dec. 1 - April 15
• N----3/- I / e ex inv. I 19.00 92% Kobe Lespedeza P 50 lbs./ac.
I \\%�'4 -/J ( / �" out 46.52 B 25.00 92% Rye Grain 120 lbs./ac.
11 April 15 - Aug- 15
- - 1 /\\ / I / / „-'1::::". 3.Notify the Engineer or Surveyor,who will issue the overall Final Certification,of all phases of Roadway Construction. German Millet 40 lbs./ac.
\ I I / 4.All metal used for anytype of catch basin or inlet shall beproduced in the USA. Aug. 15 - Dec. 30
/'_ - \ -\I I 'N \ \ / / ex. 120 lbs./ac.
/ rcpex. 5.A minimum sight distance of 10'X70' shall be maintained alongthe right-of-way of all internal intersections.
/ /` \ \ \ \ ; ` `. N I \ // / Ic ex.inv. g 9 Y Rye Grain
' 1.✓ / \ \ \ ` \ 1 I I \ in 47.18 I) %� 6.20 foot radii at right-of-way intersections,30 foot radii at edge of pavement intersections. 3. Contractor is responsible for complying with erosion control permit conditions and NPDES general permit
/ / / 7.All culverts under streets shall be reinforced concreteper North Carolina Deportment of Transportation 5 conditions.See permits for additional information.
/ / \ / 7 \ 43 I / ,7 / end of existing par po Specifications, 4.Contractor is responsible for removing sediment and restoring the stormwater pond to original design
unless otherwise specified and/ora roved b the Engineer and/or Department of Transportation.
conditions.Contractor shall amend measures as required to prevent accelerated erosion from taking place
/ \ / / / / \ / / \ \ l , 1 / asphalt road Pe PP Y 9 lM P°
\\,/ / / - J \ \` N. ` ` \ \ Q I / I 8.All roads shall be public and built to NCDOT Standards. on this site,until site is all abi amend
and accepted be Engineer and Owner.
/ J / / / I Northridge\ \ 1.� I L / Northridge 9.There shall be no encumbrances within the NCDOT Right-of-way. 5. Upon restabilization of all disturbed areas and swales,contractor shall remove all temporary erosion
/ / \/ ` I \ \ M B 75 Rp 98 \\1 \�6 - - a ( •.� I,� ex.conc. • M.B.75,Pg.98 10.All materials and practices shall meet North Carolina Department of Transportation Standards. control facilities and grade,grass,mulch,and restabilize the areas.
R-15 Zo u R-15 Zone 6. Once contractor has completed job and site is arerestabilized,the developer shall be responsible to maintain
/ / / / / ✓N. n \ �i \ 11.For other detailed construction notes,see plan and profiles.
/ / / / ( N. I crSingle Famiy \ - 0 O S�� I f� ^ -Singl✓Famiy the restabilized areas until time when the lots are sold or developed.
/''27 , / / ( I _ \ YYI _ \ \ /,_` 1 I 48.94xi �-ex.shed / \ I _- -- /21\ h3- N
\ 7. For additional information,see specifications and other plan sheets.
I V
/ \- < r/28 • N r'29 \ , / 30� x I '"♦ / - / - / \ ` \ ,'-. I' \ I
ex.dirt / / / 9 ` 1 - ' f 7` \ 1 I ; 31', r 32 , N. r 33 ` / r '35,, \
. .„.I / //01 \ �Instnll t Fence at
1 \/ i / N
) I 48•g3xl x49.2• " \ I / I \ / I 5� \ \ I
_ \ y \ Charing/Dis ••ace \ \ I ` /� / \ \ \ / -
Kr Ihz� \ \
x•...67/ Y'\ \ Limits• \ `�s / I 1 / f\�� )I /- -\\ -' I \ \ / \ Tract Data:
\ I \ I 36 ' Total Acreage 17.01 Ac. Maintenance Plan:
■ x47. / / \ \ \ / / I V 'Is. \ \ / 1 ex. J \ 1 I ex. -' / ex.ihv. I g
( / ' I v e .¢�_ / - I ditch \ // \ \ out 48.80 Acreage of Land to be 1.All erosion and sedimentation control devices shall be checked for stability and operation following
... sr }-/sr -_�_ / ... -... \ \ \ l. ' - I \ y -\... I `\ ditch• / ... ex.15"rcp
sitsf 1 / \ f_� + Disturbed and Exposed . . . . 15.5 Ac. every runoff producing rainfall event and in no case less than once every week. Any needed repairs
I s AcreageOpenSpacewill be made immediately to maintain all devices in the operating conditions intended.
sr
' ' --x ISF �� ® / sf s' /sf sf s `'sf sf \ Isff., ��gf J in 0.38 Ac.�-I3:1-5wJel �- 49.0 _./
/ �- '\
m - 1.; r\ / \ J )\ i ----
I--- Zone R-10 Zone 2.Sediment shall be removed from behind silt fence when it accumulates to a depth of six inches.
- / Q /� ✓ L - - I ex.inv.
Number of Lots 48 + 2 Open Spaces 3.Sediment shall be removed from the inlet protection devices when storage capacity has been
00 - ✓ - `/ 20' N „.4,-....,
• r �) / ul
` \,in4$.86 and 1 SPS Lot approximately 50%filled.
w � - r - - �, Install Silt Fence nt �- Minimum Lot Width 50 Feet4.An s i
- _ \ < y ed ment tracked onto adjacent pavement shall be removed immediate)Q45 - r /� I "� Clearing/Disturbance ) Minimum Lot Size 10 000 S.F. YM 46 / \ a 48 /�Q / \ I Limits \ g 5.A mnintennce log of all erosion control in spections and maintenance performed shall be kept onsite
- Aver- e Lot Size 12, 107 S.F. atalltimes.y Allil l 47 \ O
i
J .. ` 1 / „ i
/ \ \ O cx. Smallest Lot Size 10,000 S.F. (Lots 14 & 15) 6.Anysedimentationthatoccursintotheoffsitestormwaterdrainagenetworkshallberemovedrn ° -� \ 3O } O / O \ ��� ditch Linear Feet of Streets 2,535 L.F.
i
i
\ �J' O immediatelytopreventthestormwnterdevicefromsedimentaccumulation.Nv aJ / - _ Inv' Out RRA 1 f O \ a Sewer Community System I�
� ir ® /"
N. \ Install Silt Fence at � E
oM o 48.10 1`' 1 0/ - -/ // ` -> \�\ 50.5 / ;-. \ Existing Use ONWASA
NWASUndev loped I
,� U 20 49.8 Q�r� /- J 1 �� �� \ J \ Clearing/Disturbance Proposed Use Single Family
i \ \ ` Limits
3 (CS / x 52 31) \ / _ �- ®/ L J n/ Fire district Rhodestown 2
= o 7 \ x 51.641 / `\ / ` -�/ Cecil George Wells ISO Rating 4 ,,,.,,,,,,,, J�
- • _ -- .��... = f- © / C- I (lam^ D.B.318,Pg.2959t>. '``�� A �,���
y w / l/ - �...�_.. EFW 20 \ I
/ � 8 Pg.50/_ wand ® Gradi g Drainage, Erosion and Sedimentation Contra\\ / x 51.0
8 RA Zone •n , I Plar:::.-13:::::,'414:1-.::.Qy Hollow l� ' _ 49.0 -
13
E •
✓ / rive - 0' -- ••-.__... \ \_) 54.0single Famiy/Farm Land General Notes �S / ` r/ \ / '� / _ \ • �- 1.Topographic information was created from a combination of Lidnr elevation N / 21 20 - - SANDY HOLLOW
T \ / - 19 / - / - - ` �•/ -I ��� 53 2 \ \-� N data obtained from the N.C.flood mapping program,and ground topographic +�:•• .:~
\ / 18Inv.In Install Wattle J/ \ x
-.• survey by Tidewater Associates,Inc.on 1-11-23 and 3-8-23 NAVD'88 Datum.
A� is3.- Lidar contour lines are not adjusted to match ground shots. Richlands Twp.,Onslow Co.,North Carolina ;� �'•'i• Q,:' '�
n ` ,(177)
48.30 at Pipe Entrance \ i
, , O GINS•-•• P:
ri \ '2 _54- J (Typ.) 15 50 \ 2.Boundary taken from survey by Tidewater Associates,Inc.dated 1-11-23, %;��••• .` '
'133:1 wa e _ 51.0 //_ 14 / �� 12 /�n /�\\ and M.B.67,Pg.69. '�YY a �sS� ``'.3 / �� \ \ O 11 \ v 3.Development area is partially timbered and wooded. Owner/Developer: r+,,,,,:.
_■_ �_ - -- 3:1 Swa 1 ,n 4.All easements to be drainage and utility at dimensions shown, South State Development, LLC
c� .__■_ ■__ ..- e 4
• -.--__
® \ 9 unless otherwise noted.
o \ \ -■- � �• 53.0 10 \ 121 Garnet Lane
t \ \ \ O /\ \ 5.There are no Areas of Environmental Concern(AEC)as defined
is ,)+s , \ _` '.- • - - 52.0 2O / �� Jacksonville,North Carolina 28546
o /ex.6' I r�52 , r 53 , ■ - _� \ by Coastal Aren Mnrwgement Act(CAMA)on this site.
a WO°d �' \ I/ ex.e' `-' `- 11 6.Wetlands delineation by Davey Resource Group and surveyed by Tidewater
N fence / wood Revised I ' `��, I .-• - - 50.6 I 12
a> / / fence B arms x.�' ` r 55 ; --, r - _--�- O Associates,Inc,on 1-22 23 GRAPHIC SCALE: 1 -60
i B an Farmsr - \ Bryan Farms ._. r 56 ,ection V Bryan wood _ - - 3:1 5 DATE: 04/27/23
/ Section III Section 2 N. ,' - _■ e c� 7.This site is not affected by any special flood hazard per FEMA CPN
_ 370340 4348 K(Onslow County)effective date June 19,2020. 0 30 60 120 180
/ 53,P 169 fence x.6' 57 , ■__�
,7 / g- M.B.53,Pg.6._- kh 51,Pg‘.95 wood •
`- - ■-`-__■ � 2.0 J J�
M / / R-20 Zone R-202o "56 x.6, I / 58 , 59 , _ ' • • --_ •-.__• \ / The New Preliminary flood maps for Onslow County show that the
/ / Single Family .� �� R O Zon fence ` \r' ` -__x \` SCALE: 1,r=60r
,n le Family Bryan Farms �� `bo _ _ • Axel \ \ V
/ I _ fS �9, y sing el Fain y wood -
_ AE flood zone will not adversely affect this project and is not shown
\ J I SectionI fence , - P- - •- / FEET
Bryan Farms t 61 , .. \
or-i I M.B.51,Pg.95 I Section V Bryan F I ( for clarity.
R-20 Zone M.B.53,Pg.169 Sectio \ ' 62 - / \ - 8.For additional information,see Inn and profile and detail sheets.
M I Single Family I R-20 Zone M.B.51,Pg.95 Install Silt Fence I x 6 _ �3I \ A.
✓ 63��� , P P T I D E WAT E R ASSOCIATES, INC
.
Single Famiy R-20 Zone \\ at Disturbance Limits I wood I / ., I Consulting Engineers - Land Surveyors - Land Planners
Single Family I fence 1 Field Book:Dar I#2 P .27& Hollow,P .8y
I •x.6' rY BSandy g Jacksonville,North Carolina
a Rev.05 30 23 ELB Remove Bonair Drive Tie-in per and Pipe A NCDEQ. N. ood Disk Name:Acad 43007 P.O.Box 976 - 306 New Bridge Street-28540
vI Filename:Wells Property-Gen.dwg BLD/ELB g Est.1961
o Rev.05-23-23 ELB Add Swale Label 11,12,&13 fe Job No.:S22 Property
Sheet 2 of 11 Phone[phone]-Number:www.TdewaterENC.com
r
Firm License F-0108