NCC242781_Site Plan or Location Map_20240917

, \Note:
Contractor shall insure that he and all his workers(contractors,subcontractors and other site personnel)do not damage construction stakes or
other measures 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 observe and verify to the fullest extent practioobk that stakes,other mrnmves and grades ore,or appear
to be,accurate and correct,end immediately,but prior to any associated work,notify the staking entity of any potential conflict,error or A
question regarding the work.The Engineer shall not be responsible if all of the above measuree are not strictly adhered to.The Engineer shall N22°37'22•E
not be res bk where due to Weyerhaeuser Poem damage,his staking can not be verified.For critical or costly components of the work,where the<untracier believes D B.197, 44 Company -- hvate ♦♦ %'� ♦♦ 98' ♦
that steki not be Pg. --..♦♦,ApPtp1r�.pyaWta^t ♦♦ �A,�j 585'28'43"E
stetting may preserved,the contractor shall request the staking entity to Mace staking in an area where its preservation can be inured. M.B.2,Pg.19 t ,., 1
PIN:445100493049 - .�.-♦-♦•♦♦♦♦♦♦♦♦♦♦♦.F1^° ♦. ,, � ,, ♦♦♦♦♦♦♦♦ G Site
------ __ r Wooded -...♦♦♦♦♦♦♦♦♦♦RA Zone
', N%°2B'06"E 40.'S(1 �/1`��� .a�,rt�'� ♦♦.♦♦ T Richlands
iAc
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` 5 v N84°04'16•E / NC.$R 1308
♦♦♦♦♦♦♦♦♦/N49°4.2258•E ♦Ni6 32•E 52.29' �♦.�, 75.8/ 516°39'52"E♦♦♦♦♦♦♦♦♦♦♦♦♦ Vt..
57.63' � ' .'.♦�,•♦.♦ •�� 93.OT.4ND049'32•W ./�.� 52.58• ♦ Traverse of RUIl/ `.'S 4�� . , ., L , .• . •p'eod�♦N3az5.%Et ,4 Bank ofCowhornCreek , ` �� /_ ���Q�`.� �.%,2T,E6.99 I►.�I.♦.♦♦\/3`7/ ♦ � 588.30'64•E \ i ♦,) - •AP'84.20' N41'1r2TE147.ffi' � ♦� N36°33'39'Exateetop offo f665 t� 1t134' N%•%'10°W . ,.1,�t ,•
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%N85°27'36•W 16^37'��'.��� k .��•Vegetative ♦♦�•♦♦♦♦♦♦♦�� �1\� ,'•♦��♦Aar ,..r ��� \% ,I �' I 4 \ w wwD.B.952,P9.81 �i N13.49'25'W 36.i4' • t� ��. ��� Cy ♦ .,, ♦� �/,�•�" .¢r. °� .I \ •\ W W `/ a, RA Zom- .♦ •` • .��"�.�♦,�4 r`♦�' �� ♦�V yzgetative�♦ ����. •' Iv W °.27b4' . w.11w•wIW w W L s.Sap PIN:445200703257
♦♦ ♦♦ � I 'w • \ \w- Nvad° Vicinity Sketch
♦♦♦• s444‘
a •�••♦♦♦♦♦�i�'�`♦j �' �`.��5�� ��`♦��'♦♦♦/,�♦♦♦ 5atba<k 44X♦.�'.. .w .h 1 `\,\w• u:(TWJ N�a. Not to Scale
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Tract Data
�• �•� �' I `" col 50�"' "' ° '•W'" +' w "' '° w w w m 1 �� '\� \�' Total Acreage 92.98 Ac.
r50' L e W V tat'vw ••\. w.e�. w w w W w 1 w S.. \ Nero: Acreage in Parke o
\ • \ ° 1 SetbackVegetati JA "
W'C ' • '" .- co _ew '° •` ge 9ew nen /W. Number of Lota one 10LZ
38'S3W \ .� rlands \ i4 Ilir
- \ ' � �, teruDe
� % A• ` t' `" � w \ 1=. a Oepa )°1 • �tf \ \ bated andthhp (Open S" we $ 44Flood Zore \ \'\ ` \ w $ a \ \ O\ \\, \ a \ I r al g \ 179-417i49 tract in which they lie.
N53°25'2B•W A \ 1 ` \ jr ggI I I '�t 3 O \ \ �• u'i�1� Smallest Lot Size 10,012 S.F. (Lot 125)
89.2r \ \ mo w '� 4` ' a g 4T r N O \ 9e Right-of-way
•
\ \ as .-I t Flood Zone I 42 75- Acres in fli ht-ot-wa 11.67 Ac.
1N + \ g r 3 -� g' 3 $I I 1.1 to 4] \ \ �-(5C0 ���J Linear Feet of Street 10,309 2 L.F.
• \� \. /" / t ' s v r i e°4a ' i 9t *I J o`N, .a O 1�Pc'' �' y b sewer Water %MASA
7.65�aw '(�° s RanP V� ♦ , 28 O e O 31 92 37 i/-• 20•M81, gyp E ."- gt. / 1$ UNIT Easement
\• t O �p¢0'1 Existing Use u ae eloped
Station
4' 20' '�� Cie 27 O O 33 v 34 35 O 30' / ,'5/ O 2arW % 1$ Single y
I Sae Sheer 18 of 21 \ ® /� \B° O 3B 0D 51. O Fire DistrictNorthwest Onalow
• / / 75p0 t20.00i �1, AI
.1 000 Richlands
rL 3r \ / ' �'1 21.49' 4-30.21' 4149' / L=21.40' �00• / 8,
_ T5. 1 ISO Rating 9E
•
-.' $ 1 Density Allowed 5 units/ac.
'(5.
g\ A. 1 20' 20 MBL y
•
?�.` \ \�\iD3, 4a.35'^` 19 / fig 54' 47.02' 79A0' 79.00' 79.00' 79.00' 79.OD' 79.00' 79.00' 7325' /-171.75' L=56.17'g8.65 g., 20.00i\ \ 336 $ 8.N
4�\ /„a; 2939' 26 \ t / L- 11 ® \ 8�\ t4op0 O \ Density Proposed 2.65 sotto/ace.
�d• Ir33.79'\\ 'L-40.65' IA5.37, 30' //,n`r1 O \ �Le10662 d Black Hills Drive 50'R W uoo on WE 20' (Pdvma Street) �s 12°00• -t' �_. $� \ 4\$ g'` 4pGV' 'S Tax Nap 61, Parcel 3
j Flood re N'°rs \•\ ! �5• \ / Jj¢_ 1• • ' / 1$ $ 140'00 \ 115 b t \ m Pin: 995100582031
•
"�• t 93.69' 71.76' 73,64' 73.69' 73.6a' 73.64' 73.63' 73.64' BBA9' 89.15' 74.15' 74.15' L=5B.43' 35M \ \ N `q 8. : Ref.: D.B. 2940, Pg. 27
E 'u:?\ 17 ro 11=35' 175.20' / 4wu;L L= ..i...5.13, IBB $ 10.89' N \
f$,\ 29.95' '•( •
/ry / 25 r qB Uj Laz.37' I 30' L-32.75'$ O Pr rA 118 \0- \ tgOdD S.. O \\ .
i \ •8 V' S.36' a.i
`$ V Setbacks:
oa Y 202 S! g g g 8 g 10.89' -scot \ 30' 8 140�0 Front Yard 20'
'0 142.72' j m ro 20 C '3`/ /yb W� O.Pear O$ zoo g g $ 17 F. I% S 195 ]94 1g g 8 m m I :.346:-
.� Side street 20/109 e- °j /T.I93. �\ I.. $ 190 ^e. �I 49I 1.-7.63' R �' , a 1d' 203 O 187 }�' \ �. Sitle Yartl g•
t 3.60' / nIryq/ \ ".� O' I �' IJ - II 1N ',`y 51 \ $ Rear Yard t5r
__ 132.99' aPaul J.6itgerich I 16 - - 16z.49' nI24 ;y \ Jbiro I'• ® `'R ` L-15.39'\
D.B.5395,Pg.459 _ I Rm e 49.61' 72.97' 73.69' 73.69' r 73.64' 73.64' 73.64' 73.64' 88.64' 89.15' 74.15' 74.15'/• / 89.06' 62.65'ma' ^ g 8 General Notes:
RA Zom i m' / 30' .t,� d688.21' 75.00' 75.00' 75.00' 75.ao• 75.ao• rsoo• 7sou. 75coo. I'g UI es r yo.E Iw21 /.N/ O 'ay, _- _ J 75.00' 110.88' 168.09' II La11.97' t40. I L All arrests ro be priwre
gm proN by oast.PIN:445100369820 154.%' 204 r O I 0747 '_ / 1 I - -- 1B6I ^' '► 17.26' 2.All street signs provided
��',5p'l Single Family I Q / I �' a \. 30' O'. its o o NI 1.034 i- 3.At all intersections:
`� fir,I f5 $�` a 1%.39• hry J rq0 \�" I I 0cv rdn '?I' n 1 n.I O 1 1
I� I I 23 \ '>\ ]7] 8 8 173 8 8 $I let
1n $ 179 $ 180 8 A ° I. -s zo'radii a all edge rights-of-way
ant
8 154.%' U 3 81 I� 6ze O $ S O g ® �' Q J/ -81 llz Ow 4.All street right-of-way to be 50'unless otherwise noted
I 1 3o rad5ntml
I 1%.65'
4' fgo I U I"L zz 1 $ 1 ]7o r �:\ S ell I S O s S O s O g f ��
E k I, -�• - _J w� 1°! 20'MBL ICI f 20' 182 q• r /. 6v r66 j ) v • s.Pavement width to be.2o'
< $I I- I pa+ b "s9 0 cop/ 4' �,, 162.73• I J 1 6.Flood live drawn from on electronic overlay of me digital flood map FEMA CPN
�' 130.49• 120.88' / n 53 ;,,, 3703904451 K(Ombw Coun )ffectiw date Tura 19,2020.
E 3�a I 14 >E$ 206.66' \ a\ 9a56' 75A0' 75.00' 75.00' TJ.00' 75,00' 75.00' 75.00' 75.00' 75.00' Le69.7B' Lr Is27.91' / �' 1 �' dray Darns Taken From Survey by Parka 4 Associates,Inc.Dared 2009.
t N - �o (.4
1A /„ „/ �• 8 Boon
rR's I %• 20' 60 �' '' 121 /•ry 111 �� Wetlands. Line town from plda entitled"Section e04/401 Preliminary Wetland
Uwharrle Lane Ser35'S6•W (Private street) 20' t �3' r0$ ', ry !�O °�p/ 74.67' 1 a Dalmatian Sketch"by Dewy Reroute Gw,p mend Nay.lu sass and surwyw
I 2 13.66' '� I I ` ' <� 183 'S 1a�/ 2j. rAOO /O •p • Aesocintm, m09/O4/23.
I I b s I O 122.33' IZO.OD' I 3 I 60.00' 75.OD' TJ.00'I 175.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 85.00' I L=114.9 Z d�O\ �' �� /%/ v + me�x we drain d utility or dimensions shown,crakes otherwise noted.
1 .e., ?F Tidewater
® YO roN- - 1 � n:-, - - 2(1 M&. - T vw'/ 9.All ease or I 1' /4jt 1/ 1 Easements
I Legend za' �1 "J� .0 I 8 Oe 81 i Ir 1 I za MBL 7A0' cP ® •�a4/ 0 0 1 0.15'public drainage d utility a easements are eve ABogall ahce rights-of*my.
I$ I g 8 Ig I $ $ 8 ,$ pr ,, ! S lb All easements arc dedicated far public use,unless specifically
( g g 8 9 -W noted othvise.Public
t B-B-Back of Curb to Bark of Curb 131.24' fo 13 e I 8 �g 168 166 $ 16a 161 $ 8 8 •a a �' / °l? /b ) use mina that public entities and the gewwl public ha
I \'$ R 35' 3' F. IF. O$ O F. F. 15- d• S tb, v 9i w may me,ham easement,but does
t Centerline q 14oao I 3 g S g O S ® O {i'• /
.A imply that a t¢- I - I '"�, cob/ I 8 \ 2 f I'° S b /q.p/ log tP N / notmanari any entity or will use,or does or will maintain any feature
1 O.B.-treed Bak Ce=6.36 t•- Oj 18 �" -'I N 30' 30' 'I' \Yp,fi 0y 4'lj ® •tb/ O `• pg�' (doings or urnina,etc.)inside the easement
DOT-Department of Tralupa•lation I 12 20 ski O L I ♦'a /\ •J 9 1b/ ' is(2 / ayy / 12.These me a Aram of Environmental Conran(AEC)as defined by Coastal Area
I N I A, / % P O Management Act(CANA this rite.
eaP-Edge of Pavement I I L-- � w I ® 4. qP $. /• g,, /¢3 g q,>� b{ / 13.Sight distance easements shown hereon shag remain m
80.00' 75.OD' 75.00' `5.00' 75,00' 9 /r/fb •% ]08 1 o,, / a'H 9 Property of homeowners bur Ex.-Existing ` p 10 __ _ C L -J - 1 75.00' 75.00' 75.00' 75.OD' 75.00' 75.00' 75.00' 85.00' {gp• $Q \ 04�j O 't� �;' 3 / k shall remain fro 01011 structures,eras,shrubbery, signs,except utility poles,
b ry,andw
r� hydrants and traffic control signs,which could restrict driver's vision.
Ft ISF-Iron Stake Found O $ - r 140.00 - 11�,� �/ \ / A , 14.Stop sign andl be RI-1,30"x30"high intensity diamond grade reflective,installed an
{ L-Arc length 381' i1 i g 18 g A R II~20' r�'qi, ry0%t �' \\' / / JOB. �Y' 'Y� O / a fire
Itt M.B.-Map Bak / 0' I O 8 8 8 g I 'Of, \� /1��6/ 107 •t0/ / kaway or two piece"V'channel post,7
1 MBL-Minimum Building Line �W 9�.� �I I �g g IM 1% g 146 g 18 g g ]50 8 8 $ 154 '1h� ®\ $• / O To / cobssewn)farabow adjacentpow coat
n9 415g g I 1 g g O CD g I53 O �/ !� / f t• height ro bottom of sign tau,wiM a honmMd ekorance of a minimum of 1 foot
,4 t0's' fan existing pavement edge ro outermost pat d d9n.E P9--P^9e 9' 140.00' �' 1 �, ,a� / 35.Shai sign shall be engineer grade reflective,installed ono /B O.D.gokonimd
\ 20' I. u II I 1 g / i0J•. 9 '49• �cP FI/ 57
( R-Radius / \ I 1n O I � L 20' L=17.57' .. �'t 8 t! '? $- 2(I \\ 10 $O / goat using come vertical and horizamolekmunmmcrop sign,23
E R/W-Righrrof-way \ I 1 60.00' 75.00' 75.00' 75,00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 57.44' ��, ♦ib 1h• 68•!\ \ / ,l(, 0 i6.All cybnro�less thin 5 miles 9 the Half Mmned by s ion.
( s.t.•10'z70'Sight Triangle \ y �" _
I TYP-TYpial / - ��♦\ 1224' / 1.=1L91' ` P7 Y 4 4-19.19' Q2, t� \ �� 19- .ate O / �.t$� 17.Home owren Arvaiar ere si .to be mmntairrd and to be conveyed to
Thomas Evan Crews S�a'F\ ti/ r4/ 139R7' Tahoe Lane N4rsa'36'E (PHmte Shear) �s • U=. Y r ♦ f05 N' '(b, // `tl Ig.This properly is not within Flight
mileofaerluni agriculture Metric}.
U5o3r U 1rr 1g� 4/ voluntary.- O b j ,v cob / e'Lq' 19.This site is not within the Flight Pam Oserky District
E - --Wetlands Line D.B.22E,Pg.377 ry \. / �' I s- \� d• 0s iI4 V O '1d�r�•p 20.Cluster Mailbox users arc proposed to be in open
space ,
{ / RA Zone 2 ,$ / O '� 71.90' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' L75.00' 75.00' 75.00' 49.58' / w �- ?�, 6ti 21.There cow no
F PIN:445100467847 / /g \' / properties or buildings an me National Regime of Historic Pkraa
O -Lot Label single Family �' n r4938, :r zo'MBL dl ]04 O. •$,
'Y/ .r fJ L=25.94'- La60.74' rr �' / e / within this subdivision or adjacent properties.
I I '�''I-Wetlands 4'/ 0 $/� $ 8 8 8 a 4 c 4L 'q� 1. I, Or -4 '\4r• 20' / SP 22.No Lots shall have direct drive
Lx9.3o• g 140 139 8 $ 8 8 1+ $• � 4}t 1� Board
driveway access coma Quaker Bridge Rea
p F. S 136 135 $ 8 13] $ 130 129 �4., r, \p 1� q9 t� • �(I 6p The Ba d of Trustees 9te408 NCSV 23.Maintenance far easements outside of NC,Deportment of Trampwlation cod
1b22' mre
s g O ®s O g O g ®g ®s ®s O S O s O ��� JO /�' /�• 1g36' \pO/ D.B.516,Pg.408 private rightaof-wa will be the apoaibigryo the
ss'/ -,�, r¢ Y' \ \per./ CON Zane 2e The srormwahr management plan and facilities as low eearry.
4-3205' .p PIN 448t00694832,Virg/ r46 \ O $• �' y 61 \ V ,bt•� 25.Emergency Access Or've Shall be Maintained by The Hamawmr a Association.
�'3 .0. .0/ lb Hoffman Forest • 26.Th s pre1'anory plat is being a grad aM smlm io aat'si oiled neimrbenro far inn
o / 2• / 136.26' 73.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 126.80' - $• \ Q♦, /, Ombw Cornry sube'wna Regubriom onN.It is nm mrended ro imPN that m mNol
Mary Tiffany.377h �/ O ^l
%.21' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.W' 75J)0' 75.00' 75.00' 75.00' 75.00' 75J10' / 0'' • survey has been performed
D.B.RA Zore.377 / o a1 �• qlj CP 62 `
PIN:445100%8788 �. 1480• /.. / _ 75.00' •
\ , �/ r�O ,(y.
Vndeveloped Common {j"p 4.' ,/ tt\\\IIIIII//J/r
Area as ^ \ w w 86 $ 67 8 88 $ 89 $ 90 $ 91 $ 92 $ 93 8 9a $ 95 $ % 8 97 $ $ $ 8, 301 \�. 7r. , $ `�SN CAq�{�/�
eopenspaae> \ �s�� O a /Og Og Og Os Og Og Og Og Og Og Og Os 98 g Os �O �% �$� ,/ �' •O•OF£ls;o ";
t� I \\ \ 20'MBL421 3 �L 20'MBL 45a.b1' m to tie• ' -' ab.� 6a .ob, / s.
z.r'•� 9/die �'
Patrick Allen Morton �' ai r O / 1h
D.B.RAo Zone
oem 877 z�aQ� // \ L=98.77 5.. ` a 68.26' 75.00' 73.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 36.72' // •'F.l• •\� Preliminary Plan •
PIN:445100469509 ,S/ 936 V L' 69v. Up' L-26.32'��• q� I O11e Q'
Single Familyvariable Ad/ Ito k a zo' Fin•erLa es Drive l'R Nerse'16.e (Private Street) 2 5- % �rrO ///-to' ♦i h/q f.�a;�Itt�
Width 75.00' 75.00' 75.00'T 75.00' 75.00'- 75.00' 75.00' 75.00' 75.OD' 75.OD' 75.00' 75.00' 75.00' 75.OD o R La6>j ,, / say SB°02'40E56.23' Waterlire /�� Lc-8.36' 68_50' L=69.54 /gyp variable Width
PINE GROVE
Ex.vat able Wrdm xngreaa,Egress,Regress, Easement /,bti g 39• 20'MBL 20'MBL - 66 /9f Drainage and Richlands Twp.,Onslow Co.,North Carolina
Peonage,6 Utility Easement for Future R/LV �' V 7.49' Utility Easement
Rpe Per D.B.6015,Pg.366 I �j L-6.04'
EX.CEDAR TREE NOT i0 BE DISTURBED �j f O O g 83 $ 82 g 81 S O g O g O O p 76 75 S 74 g O g 72 g O g O g „�, g log 4$ O 67 /, �re �1es Centerline Curve Data
I I it I`za.w' $ 85 �^ 3k. Owner/Developer:
/ 8 Length .75' chord Bearir44' Dena Quaker Bridge Developers LLC
/ F.:.'.. 1 310.00' 205.61' 106.75' 201.86' N2T44'00"E 38'00'05• 121 Garnet lane
SB°02'40•E 7.76' haw / 2 305.50' Z07.23' 107.78' 203.28' N28°09'5TE 38'51'59"
NOB°02'9"W 3H.04' ''°'� 139.93' 77.00' 75OD' 75.00' 77.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75.00' 75J10' .. Jacksonviilq NC 28546
Bea-- d i� - �i' 2121' Common Area#4 1341.99' ;. 77.08' 100.%' 69.59;/ 90' 3 310.00' 223.00• 116.57' 218.22• N26'59'2TE 41°12'ST (mnvi le,NC 8
�/► L--7574' (Open Space)Mailbox Kiosk Cemran Area#3 247.12' 4 310.00' 348.32' 195.14' 330.29' N25°46'23`W 64°22'43"
O•R (Open Span) • �j l.11.,'OQ •lejea 5 310.00' 169.07' 86.70' 166.99' N2646'36•W 31.14'56.
! - -ez sop - se. 7 54T35'S6"W 167181' 6 310.00' 169.07' 86.70' 166.99' N26°46'36'W 31.1a•56` DATE:09/26/23 GRAPHIC SCALE:1"=100'
law Ed Mailbox 'Pa 7-ex gavel 1ex 7 330.00' 486.95' 310.00' 438.41' NO2°35'S6"E 90°00'00'
•
7.00lbsc0'Pk drive J 8 310,00' 84.37' 42.45' 84.11' N39°%'06"E 15.35'40" 0 50 100 200
DOT R/W 20'Wider
•
Quaker Bridge Road (I6 Units/CBU) grovel 9 310.00' 223.00' 116.57' 218.22' N26•59'2TE 41°12'5T300
NCSR 1938-50'R W 209 Un is/16=13 CBU's Humphrey Minerals LLL Emergency Access Drive /
drive/ SCALE:1"=100' tl� 11�t��1�
10 310.00' 348.32' 195.14' 330.29' N25e48'23•W 64'22'43" FEET
D.B.1545,Pg.369 11 230.00' 195.83' 104.29' 189.97' 571°59'27'W 48.47'03"RA Zone / 12 230.00' 77.15' 38.94' 76.79' N74°IX)'26"W 19'13'10• TIDEWATER ASSOCIATES,d INC.
Rev.05/01/24 1.0-Revise Street
189-203,RevisePublic
Entrance,Rev,Easement Sias,Add Stop Signs and Street Signs PIN:445100563088 / Consulting Engineers - Land Surveyors - Land Planners
Rev.05/Of/24 BLD-Revise Srrcet Label From Public Street to Prvate Street
Quarry Field Beale
Rev.0/11/24 BLD-Revise Sheet Numbers and Revise Note#20. / Disk Name:Aced#3221 Jacksonville,North Carolina
Rev.03/25/24 Bib-Revise Per rat Review Filename:Pine Grove Concept Myelin hid P.O.Box 976 - 306 New Bridge Street-28540
Jab Nor 5320572-8105 Sheet 1 of 21 Phone[phone]-www.TidewaterENC.cam Ea.19b1
Firm License Number:F-0108