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Temporary Liner
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Not to Scale
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APPROVED
NORTH CAROLINA ENVIRONMENTAL
RECEIVEZ\ MANAGEMENT COMMISSION
FEB 242017 iii
BY:

iTfe mporary Liner
In=mearnp
an
re's
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{Ror};on o4 Shec+ 3 et 3
APPROVED
NORTH CAROLINA ENVIRONME Al
E C IVE MANAGEMENT COMMISSION
FEB 2 4 2017 24- -FEB-zoi?
BY:5w81 9

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. Legend
Boundary Line Table Boundary Line Table Boundary Line Table Boundary Line Table Ch-Chord
iv _ no 11I11 _ u7n D-B--Deed Book a
',Au tl II HE,11 IF,I I 5F°�gib ,
- B E - F Ex.-Existing >,><`�Sg.'
BEARING DISTANCE BEARING DISTANCE BEARING DISTANCE BEARING DISTANCE
N86°56'15"W 4�.47' N54°16'06"E 80.32' L-Arc Length
N28°41'41"W 170.45' S14°46'58"W 29.21' -
561°18'19"W 242.23' S79°43'19"W 20.38' N17°13'54"W 124.70' N41°32'27"E 42.18' M.B.-Map Book Mildred 571°25'29"W 176.19' N36°18'16"W 35.78' N64°29'12"W 125.12' N57°37'30"E 413.44' Pg.-Page Thntnas t
//__. . `J N89°59'14"W 256.45' 559°02'06"W 101.20' S77°18'37"W 127.08' N59°28'04"W 736.29' R-Radius Crt-571°08'28"W 421.07' N89°11'32"W 424.72' •�::111111111
N65°0T48"W 432.14' N61°56'16"W 43.31' f/W Right o¢-way 3 ••�
574°03'38"W 9 ,44' N68°12'33"W 471.49' /it "r �����
N73°49'24"W 86.09' 509°55'09"W 11.88' Typ. Typical
N5T'29'00 W 6�}.42' S33°46'48"W 298.80' yp � •,ett
N26°05'10"W 113.62' S52°ll'29"E 31.65' Dr.
N84 28 31"E 12 22
N05°42'46"W 44,80' S70°34'58"W 31.41' o WC.Jarman Dr.
55'
/ 504°28'31"E 22.22' ` -
_1 N72°51'4T'W 6� : ` -Adjoiner's Lot Numberi t / I \ Ormond
9.96' SO4°13'48"W 124.96' 310 e
/ 529°09'32"W 112.81' N15°19'03"W 35).55' 514°32'32"W 52.00' Po �� Crt.. vv Northwest
Boundary Line Table 520°49'31"W 152.51' N42 59'43"W 811.38' 503°40'28"E 24.37'
Blvd
/ nCn _ IrDn 569°25'10"W 7u,42' 500°15'11"E 54.14' +• .+ +.+.••+.•.•• `_ -Wetlands
514°36'30"W 63.66' ` + lp. Burton
517°51'03"E 23.85' S16°32'05"E 66.97' + + . NN
\ ' ) iiilltzciii:
BEARING DISTANCE554°58'28"W 103.3T pa aIJ.5.Hines Estate 562°19'46"W 8-q,89' S01°57'42"W 375.75' L�" -" �' `_'-"" :---� � � Park529°1T5T'E 108.2T N49°45'14"W 4(5.90' "YfnrrnRoodiiir \ ' MB.64Pg.236Ci 565°07'48'E 24.92 N09°55'38"E 103.37' '-- SR 1212 /�l N63°05'46"W 6 ,37' Effective Flood Line /Tract B 565°07'48"E 424.92' N89°24'19"W 64.56' ° _ ``503°53'27"W 173.37' N70 27'36"W 10'9.26' -Preliminary Flood Line
Lucy J.Hines \ Tract D 589°59'14"E 237.25' Boundary Line Table v._v--. --®--_----_- -Wetlands Line
\ IM.B. ev Pg.236 I William Gifford Hines ✓S N71°25'29"E 163.58' S03o41;48"E 161.07' nn _ n nUndeveloped523 44 33"E 108.81' • K L
RA Zone M.B.64,Pg.236 ��,
/ I Multiple Single Family525°37'22"E 107.95' BEARING DISTANCE o�i
�/ o �-� + p ng Boundary Line Table
RA Zone 526°55'35"E 154.36' NO3°35'39"W 254.18' f
Hannah
�, ,1 • 588°11'24"W 70.06' It G - H N86°33'28"E 30.00'
�0�\ \ \�\ M.B. Burgess6 \ m •'+++ 504°09'42"E 34.53' BEARING DISTANCE NO3°35'39"W 100.00' Vicinity Sketch
/ M.B. ev Pg.236 . N75°14'2T'E 83.07' S17°16'41"W 4311.88' 586°33'28"W 30.00'
Undeveloped o .\. Preliminary Flod / / Preliminary Flood
\� RA Zone \ " •• • • Zone Shaded X / a Zone Shaded X 539°35'20"E 204.54' 517°19'30"W 344.54' NO3°35'39"W 500.86' _
' \ I �.
�tp r \•••+•+• ••• ` •+ \ ��i� F\°° / 546°17'il"E 53.11' N74°53'34"W 189.21'
Not to Scale
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/ 519°24'10 W 86 43' N75°00'44"W 445.01'
Qo op \ \ev
� Tract A bq5?9 j .•. . .•. • .`• +\\ Pr liminary
F ood 1 _ Q e tio�'/ , /
�� ti Elbert Hines °E ..`• .` ` - 521°20'09"W 69.72' N79°56'49"W 14'9.37'
C - / M.B.64,Pg.236 °13 ✓. . +.• . .•. \ Zone X I \,- /--�-'�� 538°55'45"W 65.72' N72°30'39"W 6'v__58' TRACT DATA:
'� N84 .: . • • • \\ / `\-,./� '� Preliminary 514°44'15"E 62.12' N20°30'05"E 183.77'
Cif Undeveloped ` . • • • ` '+J �, / Acreage in Total Tract 533.61 Ac.
RA Zone �•�++` ++ • • •.•./ \\ / /,��♦ �� Flood 524°41'56"W 120.23' N50°28'02"E 276.80' 9
�I +� +• ,••`,• •` •+•♦ . •`• •+• \ i� �. i Zone X 537°14'06"W 92.42' N36°23'59"E 134.41' Acreage in Parks or Other Usage 0 Ac.
/ h
pg',� • + •• • 536°01'58"W 162.58' N18°52'43"E 19g,97'
\ Lionel 8 Whitney �h� ��~ •. . +++ `� • • ••+•. . v \ Acreage to be Disturbed
• 540°56'57"W 100.03' N23°03'30"E 9'v_.46'
D.B. 9 (\ + `
M.B.58,Pg.117 y` `.`•.. �-\ • •••„` Wetlands +'-- . • Flood Zone N74°38'48"W 115.27' or Exposed ] 3.7 Ac. (NEW)
Undeveloped ••+ • • .1• Line �• . \\ 567°06'26"W 68.73' SStormwater Project Area 1one I9.96 6oAc.
Shaded X
q1 • qq /\ 538°25'38"W 93.46'
ne
RA Zone �,o"y+. . •.• •:\ 1 '-� (Typ.) ./+ \ S00°13'24"W 74.89' Existing Use Undeveloped
R=50.00' Evelyn L.Moore `� • + •. `• ` ++ • •
r ` / / \\ Flood ! / 525°38'39"W 116.32' Proposed Use None •
L=45.14' ti •. +• .• . •
y (. / S4
D.B.957,Pg.587 °ti0 • •+••. .•. ••S.• • ;Jr• J // \ 5°I2. Zone X 1 541°00'13"W 127.26' Number of Employees N/A
Ch=N00°13'33"vt/ Undeveloped •ti •`` �� / \ ,, I
43.62' RA Zone �b `•.` ` • •.•••. •
.f. -` - • \ 1•F 544°05'44"W 165.83' Hours of Operation N/A
•
1 n IIDII n n • .••. • . �• • / / 50, "" S52 I 1 554°08'31"W 146.61'
C A • �.• •+• + 'Jyr` �, -� �' � / / e�f Rye \\ 506• I I Water Service N/A (ONWASA/Future)
/ �� /•`.`•�>\?�.�` ss`'� �=••. `� ti/ / fe^ r`ed \\ i\ Sewer Service N/A (ONWASA/Future)
71-N . '?,,,.,:,5-. . /•... ,
l.r \° Flood William V.McRae,Jr.
ST Wooten Corporation •�. • • ..._.../ / \ \ Zone AE Ralph.9 W3, Sy10er
/ q +� • • �- `` •+ \ \ \ D.B.923,Pg.103 Tax Map 330, Parcel 12
\ \ D.B.3992,Pg.971 +� • • •� • UndevelopedPIN 435702697463
Lot4 • 7.• Onslow County \ , \ RA Zone Deed Ref. : 1365, Pg. 322
11`o Burton Industrial Park .� +` , •+, • , ` Future Property Line ,(/ )/; D.B. 1365, Pg. 322 D.B.D.M.B. 68, Pg. 165
�� - M.B.66,Pg.138 .r+.•.+.•.••+ +• Stormwater Permit / 1 J. Tract B
Y eS' Commercial t
o ��\ . • • • ~, Project Area 19.96 Ac. / / '• Burton Industrial Park �`\ '�
1 r p 4, Ind-H Zone •:.`•: `�ja. • • • / . /) r,}
M-B. 68, Pg. 165 �. s SETBACKS:
�'eA �'" o \ + •'..,�,�. �.`�' /. ••/.••'. Undeveloped • •. \. l -
m r S•. + • .• ^f • +S Shell �/+ •`/••`•+ Ind-H + O&I Zone `•• •+ Front- 50
9.r�o L�l • .•• . +ry /`� .-�' J euildi►19 c��i°I �:s +./. •
•.•� 1 `.+.•.`: - °
Q' ^/sb° • . a �` I„ .% / • • • Side 35
J • Rear 35
Cape Fear Precast,LLC 13 4)„� + •+ ? / '`'' ' ./. •. /.•' ••N+ ;` N N. ••.•. . .+
D.8.2898,Pg.219 7< 6q) �'• �/! *�; • ( . /. .••+`e•.`.�• / l • -� . .•\• /
II \ BUILDING
Tract 2 \ 2g. •7.?....* /.•,v / • \\Ns..\\..,`. • \`• �" B t31LDii�1G DATA.
Onslow County Burton Industrial Park • • �' • • -` •• � • • ••••
D.B.1365,Pg.322 Phase' N51°37'24"W I 'w / • 1�e \+ •�
dExisting Building S F
Tract M.B.53,Pg.50 n> J / • 5+( � \//• �` • • ••�.\••,+ n11 Proposed Building S.F. 0 S.F.
Burton Industrial Park Commercial / e'1 e�
��► �f `A� • •iy •••• -+A • v Proposed Building 30,460 S.F.
Phase I Ind-H Zone �� t� �J`t • . . • • .\+
M.B.53,Pg.50 R=50.00' ° \e6 eaOl�b \\t✓�I . •.` .• . �•. ,
/ / Future Building30,460 S.F.
1
Water Tower L=79.88° _ /-� •�,� ° �� ��c Q°< Zp l \ + �\ / t . . Z
Ind-1-1 Zone existing ch=588 00'08 W11
v �- / L`e O Q\OrS C Q ap31 \\ . 1r•%\I t I •• Total S.F 60, 920 S.F.
Mildred Thomas Court 71.65' R=570.00' / � `,O Qet g�cG Preliminary Flod ii . / , .
Break Point Properties,LLC c" L=14p,pp' / V tO 0 ` `.` +
1 D.B.4383,P / 0° FQ� Prate Zone Shaded °-` t, r., _/2 `• ••. • + • ••••• .•. PARKING
VTA�
100 R./W Burton Industrial 770P0rk • Ch=N34°51'39"E/ ./ \ �I�S��P��ps�rc Preliminary \\ 1����_ ---� ••+•• • + • 1 AlO dV 1 V G DATA-
Burton 5' / / \ r t \ OaQ °d�4+ ry . • • 1
(Per M.B.45,Pg.180) Phase - •+...•. •..+.• •. +. •••••.•. •`/ ---�-(;�� �•( P5s Flood '� \ j ' ` \`-�\ � I + �•• •• Parking Required One (1) parking space
M.B.56,Pg.167 \ / \ .•$J tit Zone X , / I ' \\ ,, 1 + .
Commercial \�_ // \\ �) Q°4\1& l / ``•. /'/ I Flood •• • ` •• J,/ ` • • • ` `+ per two employees
Ind-H zone It It T \ * ' . .•.•.••••*••••• • •.•.• +. Number of Employees 0 (No Use Proposed)
L I .rf\• I / `\ I '` J /� �� \ _ •ShadedX 1 4
Total 0 spaces 0 H/C Spaces)
Ch-Ni2°06'54'E ' .`�\- / . ` - + 1 `- • '. `.• ` `• • • 7 Parkin Provided 6 spaces (1 H/C Spaces)
243.68' \ ///r \ // /,'� + + i 1 /+ `4r/¢ pc��` `B� '��-J�I 1 \� // ♦. . . .• + •. .• •
/ \ / � � . . .�.•.•.� .+.+ . �� •.%• yneA� `���x��1C . • ,. • / • ✓• • • • • . • • . • • • • • • •• • •. • James
R28371,rck Pg.422Trustee
• Undeveloped
\ . •.. •f3)iaded X•`• • 'Flob�`J I/,/ .� )� �'°` ��y 'i ` \_ ` ��jr+... -. • .Flood•. ..••.+. .•+.• ... . 4.
• CON Zone
it • ' .`Zone AE. 1 I • / 1 \ . .+ ZoneAE•.• �; . . •....... �\ •.
••le I. ^. .•. .• �' .. . V���- \ , .•. . .• •,�•.• NOTES:
�,..� �\ �� 1 i Preliminary \ •• +�_• '• �� \ ' + •• +• • \
Duke Energy 170 R/W 1 -1. • •. ` `•`.•.
R=900 00' /�/ �' j • Flood Zone X J� J y// - \ / �\, i, • _ �+ 1. Project area Is for n shell building.
Brunswick Plant/ Jacksonville / L_201 z7' /� I / "v I\ ' +�_�• \ • •- �_
lel
` 111/ '�11 Flood Zone I *. � Milton Turner Schaeffer,Jr. 2.There are no Arens of Environmental Concern(AEC)as defined by the Coastal Area Management Act(CA MA) on this site.
230 KV Transmission Line(OL129) / /4,
nK n et, Nlo°oo'o3"w /�' -/ �1 l \ •• • • � h wife Anne Carrington Schaeffer
200 86' Preliminary Flood G / 1 �/ \� Shaded x �; i • .• ` ` . \` D.B.4367,Pg.561 3.Flood lines drawn from electronic overlay of the digital flood maps CPN 370340 4357 J&370340 4358 J(Onslow County)
/ ��. Lot 32 Zone Shaded X tip Flood !► . . • Undeveloped effective Nov-3,2005 di preliminaryflood maps CPN 370340 4357 K St 370340 4358 K Onslow County).
i \ - t , Burton Industrial Park Zone X I \I. + . . • P (
(� N16°24'28"W �' _ I.
JJJ CON Zone 4.Wetlands line delineated by Pittman Soil Consulting:Surveyed by Parker&Associates,Inc.in December 2013 through
.�} (0 _- \ •' M.B.72,Pg.63 Z I .•.
P /r •I 198.69' \ � Undeveloped Onslow County /i • ••` •*• • • �: February2014,Delineation approved bythe U-S.A.C.O.E.on 8/18/14 and expires 8/18/19,unless there is a change in
1 1 !' K� v P w / / PP P n9
P� O � , .- J ` odtl Zone D.B. 1365,P 322 .+
1 O :5 • ;, Wetlands -` `• •'•'. ••• • the law or published regulations.
da 4 P. Tract B Line J
r ,,, /f/ ••••. .••+. 5.Boundary information taken from recorded maps and deeds.
s al Burton Industrial Park (TYPO '- •• • • 6.The existence of utilities may imply the existence of an easement-
Onslow County .. \ tl II �-`� Ex.2D6'Ingress,Egress, *•/ ` `
D.B.1399,Pg.448 .i �G 63) Access Easement M.B. 68,Pg. ]65 \ . • + +•+ /+ + • / 7.All distances are horizontal ground,U.S.survey feet.
Tract A - Fj N01°19'13"E (per M-g-72,Pg Future WW �' I/ . •`,`. .• ` +`.•.
147.70' Undeveloped (I •/ 8- No record search done by,or furnished to surveyor in regard to zoning,setbacks,easements or restrictions.
M.B.Industrial,Pg. Park ^ �' S71°15'51"E 709.85' Wetlands + .` •.• ••• `•'• ./ .` • ( (:' 9.Adjoining property information per Onslow County in Records.
M.B.6v Pg.165 / •�� W 1' 345 pg.\g0) . Ind-H OR Zone \\ /' . . .{/ • .
/ Line .
Undeveloped R=232.06' J °412 r M6 T II • ./ • • Weyerhaeuser
Oa Zone Nab (Pe R=800.00' ( YP•) , `.• . /. .• ,�
L=232.06' , L=243.03' \� , \ ice/ + -
Ch=N07°3236"W N13°22'26"E Ch=579°58'02"E �a - °\�� , ` ` .`.i • ti� D.B. 97Pg.3'71 //�/ 97
231.13' \ r • . . . / .. M.B.2,P 11 1
. .• r I :°
/ ��/ •
431.79' 242.10' Fbd Zone \ 1 ,• • • / g. 5
.` • . \\\
/ Xlsgi + `'\ 588°40'12"E 242.26' `� Shaded X �' /, \\\ I/ • .` Undeveloped c�
R=60.00'J e �rW egg _�I C'. J: �\ �� Zone X 11 `� \ „• lf f - , •. .•.•.`,/`• `• �- CON Zone C.4�Y ' ®Y
L=99.25' �01 _1 eg \' t v - Preliminary Flood +• _
ly '-== ._- �-�.�,�-- h \ �� I..I ZoneShndedX �.��. �.
Ch=N46°19'4a"W� or Bo t Al , l \\ ,� ;r % \- .•. � ; JAN 2 4 2017
8a-85' CO1C� �'vv • N5 ���~ / 1 �/ /1 • •\ / 3bi. • / /
Excel Corndor Properties,LLC 20� ! 9 45 3>°W 4>4 \�' j \\ ' relninary/I .� i\` - . ••••••/'�°°a • / •
D.B.3906,Pg.661 t ../�./i"t 19'.\ 1 t I I r��_ • 1 Flod r:\
°N��� /, 1'• . // . .M.B.56,Pg.39 �` \ , •- ---/#l/,�' 4 ,` =, 1 G 1 / 1 . ZaneX \\ °\�\` 1\ r . . i + `... / BY:
Child Day Car a Center �_ i �/ I I Il LI voo 1 / • •
-' /
I
• ./ �' m gran / y •Flood \ 1 `♦\,,, °�� °� -��/ .`• �- � �`'.MI Zane -,\ J N34°06'16"W 231.00' i all �- �\ I \ -
(-7- fi` \ N °3 -����� c ,/_, .zone AE •���� ; \\ /. ,��` / t1Fl /- �-- _ -Onsbw County / f/ �� 8'g> �, / • •��,\ \ - I . / t 1 ,.('eX1StlIlb Lot15 I w >q4�1� ,• • � • . `�`_i ��• ..J ° • / °F� Milton Turner Schaeffer,Jr. P�I�T�{ " k'4 `'G
Burton Industrial Park r' ` •. \+•+�+ / e -K.B. Hurst Court - ) `` • 6 wife Anne Carrington SchifferM-B.65,P .23 ` 5�r / tltt ,•` .7\ . • • / \i / to D.B.4367,P 561a r"^ 9 H a g. PAd ;c�'f E :F TPA. el.1 1100� R/w •
Government Complex / John D.Heath i/ ��\ +• rGn \/ `. �p Undeveloped >�'' a ® Jr�3�(� 06S Zone , 1t - ' �/ \ ' ° "� / C LANND SURVEYORS LAND PLANNERS
(?er M.B.45,Pg.I80) /. _ 6 wife / / // Flod \ \ Ill
_ CON Zone CONSULTtNC Eiv( 1N1✓IR..1 John 0.Heath Helen F.Heath ' \ /�/ i� Zone x \\\I �. / r� �I `\13,2-
t , P.O.BOX976 JACKSt?,'+VILLE NC 28541-0976
/ / M.B.69,P 111r(� 1dt wife 9 6 r / / / /I / / 1 1 'v _ / IFlood Zone •Cip
Helen F.Heath Single Family i / r1_j / I i�M.B.69,Pg.135
R-8MZoneJohn D.Heath I I ShadedX 1 I I t r // r3Bi6 wife Helen F.Heath / / / \ F //Undeveloped ! IdH �' `" Z�-DEB-2�t '1M.B.69,P 234 / c `�, R-8M Zone 9 I / e " ! /IUndeveloped / ba \ 1 33
o \P-m R-8M Zone / I / �m.= r 30 r l 1 D Overall Plan vV/ IU (Op/
i r ` / / I Preliminary X e _ \
o /I Flood ° \r/ ' 34A; c.,
,iiI ` / _ Zone X Ir r
:- ` I Prelimina Flood , r'/1
Note:
,- `�' 1 i Zone Shaded X l 29 r /� \34B /`/�11
BURTON PARK SHELL BUILDING
Contractor shall insure that he and all his workers(contractors, \- �� -
subcontractors and other site personnel)do not damage constructlbtion project whether whether by ' CBI \ /fit 1 ++++teoal/l
;; stakes or other measures used in laying out the / 14 ' / Lie 0 1 `++ o/� Jacksonville Twp.,Onslow Co.,North Carolina
John D.Heath \ ex.30'drainage •_ / Z'�n �, 1
the Engineer or another entity including those under the employ of the &wife Helen F.Heath -- easeme"t D [ .,°. ',+ A C . i "
r' shall cause his workers to observe and verify D.B.i193,Pg.674 I r 13; 7 / / Road 4'` t i+ Owner:
N contractor.Contractor `- / '� ' 0•.iEB.Sd'
M.B a 234
to the fullest extent practicable that stakes,other measures and grades Single Family ��� 4f9(�'• nq County ®f Onsl®W
are,or appear to be,accurate and correct,and immediately,but prior R-SM Zone Z.A.Gurgarus Heirs m SEAL ''r r
Z.A.Gurgnnus Heirs M.B.21,Pg.224.•
_ 4024 Richlands Highway
associatedo. work,notifythe stakingentity of any potential conflict, 379�� •: , ••
to any M.B.21,Pg.22 Single Family
o Jacksonville,North Carolina 28540
error or question regarding the work.The Engineer shall not be responsible Multiple Single Fam ly R-8M Zone �� �' (ll �1�
R-8M Zone • J 111 [phone]
i if all of the above measures are not strictly adhered to.The Engineer shall
his stakinghecan not be verified. Z..A"Gurganus Heirs ® 'y'. �'�'GIE+IEti�• ••:�./
to not be responsible where due to damage, sf ``g M.B.21,Pg.22
t.�,�4y L 1,AG�,.‘- •� A /11 GRAPHIC SCALE: 1"=400'
For critical or costly components of the work,where the contractor believes Undeveloped �r��E" 1�/®`#/ 16
R-8M Zone is,,
c`� that staking may not be preserved,the contractor shall request the staking 0 400 800 1200
entity to place staking in an area where its preservation can be insured. SCALE: 11°=4O0` FEET
0 -Parker & Associates, Inc. ;>ac HnrjZo 14s,�\\
Consulting EngineersLand Surveyors Land Planners
P.O. Box 976 - 28541-0976 - r-.:-:- i;
i Field Book: BP Wetlands#2,Pgs.28 31 306 New Bridge Street - 28540 _._== : _:: =
Disk Name:Acad 2473 Jacksonville, North Carolina • '=''= -_=`=`--`-`=='
I.0. Filename: Burton Park Lot 22-Site.dwg JJS Phone [phone] - Fax [phone] \�=` �/
Job No.:C160804 6309 Sheet of 3 FSirm License Number: F-0108
� Rev. 01/16/17 JJS-Revised street name di building
3
N

Legend TRACT DATA:
ARV-Air Release Valve '� S.S.-Sanitary Sewer
Acreage in Total Tract 533.61 Ac-
w B.O.A.-Blow-off Assembly rf SBM- Site Benchmark Acreage in Parks or Other Usage 0 Ac. we'a
•C.O.-Cleanout sfm-Sewer Force Main
cmp-Corrugated Metal Pipe Acreage to be Disturbed
S.
IL 11 CSD-Compost Sock Dam � . ST-Sediment Trap
4. .
o r Exposed 3.7 Ac. (NEW) of To
Stormwater Project Area 19.96 Ac. '
.•ebo-Existing Blow-off Typ.-Typical Ditch Calculations Chart Drainage Pipe Chart Zone IND Zone . Thomas o eco-ExistingCleanout YI-Yard Inlet
Mildred
" eeb-Existing Electric Box [-Centerline Area Q10 Side- Channel Velocity Depth OUTLET p ,�.
Existing Use Undeveloped crr. �
Proposed Use None illt .44
efh-Existin Fire Hydrant
Section (acres) (cfs) Slope Slope % (fps) (ft) AREA z /g Hy p p ( ) P Q DIAMETER GRADE LENGTH VELOCITY Number of Employees N/A Lur ���--��
A Pipe Labels 1 - 1 1.53 6.89 5:1 0.40 1.21 1.06 PIPE '"etr
• stop-Existing Fiber Optic Post - (Acres) (CFS) (inches) (%) (LF) (FPS) Hours of Operation N/A °r
e eggv-Existing Gas Gate Valve 34.63 -Proposed Design Elevation *1 - 1 1.5 3 3.17 5:1 0.40 1.98 0.56 A 0.8 4 .7 18" RCP 0. 3 9 6 4 4.0 Q W.C.Jarman Dr.X P 9 Water Service N/A (ONWASI./Future) Ormond
e egv-Existing Gate Valve �- -Proposed Flow Arrow
Sewer Service N/A (ONWASA/Future) Barbee s Northwest
. egwp-Existing Gas Warning Post -a- -Sign *For erosion control design Q=CiA �Z crt. o
Corridor
EOP-Edge of Pavementc=0.65 RepTax Map 330, Parcel 12 u , elvd.
9 0 = Reinforced Concrete Pipe =�
-SwaleLabel il0=9.0 in/hr. (5 min. ) CPS = Cubic Feet per Second PIN 435702697463 > Burton
Ex.-Existing Q=ciA
td
-Fire Hydrant _ __ _ _ _ _ 0_ *C=0.3 (bare) , 0.5 Friction Factors LB = Linear Feet
W.H.�eNt. * * S = Feetper Second Deed Ref. : D.B. 1365, Pg. 322 Pan ��
G.V. Gate Valve (-W W W W W i2=6.9 in/hr. n=0.02 Bare Earth FPS SR z i
HDPE Highdensitypolyethylene -Wetlands i10=9.0 in/hr. n=0.05 Grass
M.B. 68, Pg. 165 Park
Inv.-Invert 'W .W W - W. . -W - W� tc=5 min. v=1.49 R 2/3 s 1/2 NOTE: \
a- CL - sf -Clearing Limits h Silt Fence SETBACKS: `
L.F. Linear Feet n 1. Contractor shall use invert elevations shown on plans for construction. i
CS CS -Compost Sock i
M.B.-Map Book Note: Grades shown above are rounded. Front - 50' oc_
_ - - - _ --• -Contour Line
1• MH Manhole -Ditch/Swale . See site plan for typical section locations.
Pg.-Page ohpl ohpl -Overhead Power Line 2. Sections selected are worse case sections. Side - 35'
P.T.-Plug&Tap 4 --4 4 -Sewer Force Main Rear - 35'
PVC-Radius
Polyvinyl Chloride sf sf -Silt Fence BUILDING DATA:R-Radius
G c c -Underground Communication Line Vicinity Sketch
R/W Right-of-way UE Underground Electric Line Not to Scale
M RCD-Rock Check Dam GasUnderground Gas Line Existing Building S.F 0 S.F.
- -WaterLine Proposed Building S.F. Erosion and Sedimentation Control Notes:
( RCP-Reinforced Concrete Pipe ____..______-._-__-_ -Wetlands Line Proposed Building30,460
RRA-Rip Rap Apron . -Woodsline P S.F.
Future Building 30,460 S.F. 1. Clearing or grading operations shall begin at low points of outfall release or other
w w w W w- w w . w w • w W
/ Total S.F 60, 920 S.F.
/W +' / W y 4, W * 4. 4, W • . W 4. 4 i-
locations where sediment control measures are shown on the plan,and the sediment
` w �. w v • \w v w W W Y \ �W 4 4 �� / // i - ` - - PARKING DATA: control devices(sediment traps,silt fences,etc.)shall be installed before or
W W / �Y W / .V' * N' W W ,v 4. . V, W W / / i\ X3151 simultaneously with the disturbance of any area draining to the device.
Site Benchmark / W W W "� 4' 4, w 4, W W `r/ / X2 49 // Parking Required One (1) parking space 2.Sediment control devices and structures shall be installed,maintained and amended
�, sle y �, / / /, \ as needed to provide effective control of accelerated erosion and sedimentation
SBM #1 •,/ - -� / per two employees until the contributing watersheds are stabilized.
�' y `+' J `1' `1' `1' V' `1' 4' .,/, / / / __ Number of Employees 0 (No Use Proposed)
3.Construction Sequence:
PKF#6108 +' l y y / / i Total 0 spaces (0 H/C Spaces)
Wetlands / / A. Notify N.C.D.E.Q.-Land Quality Section,Engineer and Owner prior to starting work.
Northing:380,895.95 / + Line ► // , Parking Provided 6 spaces (1 H/C Spaces) B. Install stabilized construction entrance prior to beginning construction.
Easting:2,454,701.34 /'' 4 ( �' / T W 4 /
/( (-(Typ.) / C. Install silt fence and sediment traps where shown prior to beginning construction.
Elev.37.68 * `�m" 41' 4, d' * / / /
/ / / X3219 D. Remove portion of existing berm as shown and rough grade site.
Datum NAVD '88 * * �,� W W• / d' •, / // / E. Rough grade building pad and parking area.Fill existing ditches.
/ v, / W y �► / / F. Install building pad and begin vertical construction.
* W w J+ * W 4. W / / / Sediment Trap Chart G. Fine grade parking lot.Place CA BC over compacted subgrade,and install curb gutter.
* W 7/ •v w w /W * W 4, /• / /V Install asphalt surface course.
4, 4, 4, w 4, w� i . . �- u, .i. W W W// W • / // m H. Contractor must conduct and pass a proof roll test,on the subgrade prior to installing
/* v' /w v W W H' W ' 'W--W• • W W• • W W W W .Y. '- ' J. * * / w / / / Sediment Disturbed Q10 Volume Surface Size stone and on stone prior to installing asphalt.Contractor shall contact Engineer 48 hours
.t• ,L W * �t' 4, W W W 4, W d' 4, W .t• W W w W W 1, W / w / I/ m // Trap # Area (Ac. ) (cfs) (CY) Area (sf) (Length x Width x Depth) prior to each proof roll test.
/ ,i, y �� y W ,1 . •• W y /�,� / // 1 0.7 8 2.11 137 924 4 4 'L x 21'W x 4'D I. Provide ground stabilization(Temporary or Permanent)on perimeter areas and slopes
i
2 0.82 2.21 142 960 48 '1, x 20'W x 4'D greater than 3:1 within 7 days following the completion of any phase of grading or
/ 41 Ns..".
X • / 1.X' construction;and 14 days for all other areas internal to the project.
9 W W W y W W �• W y y y W • j f �/ 57 Design Standard - 133.3 CY Sediment Trap Volume per Disturbed Acre. 4.Seeding Specifications:
4.
O c,, / W / � \X32' X32.9i - 435 sf per Q10 (cfs) Apply lime and fertilizer and work into 4-6 inches of soil.Seed mixture shall be distributed
w I W W / / �' J� ;y� / - // Q=CIA - 2:1 Min. L:W ratio uniformly and covered with a clean straw mulch.All mulch shall be crimped or asphalt tacked
•
N I. ` / I W/ / / \ \ C=O.3 to hold in place.Material and application rates as follows,and are generally considered minimums.
/ s•im�•••� / >� 110=9.0 In/Hr (5 Min. )
*Mulch rate to be doubled is crimped*:
h Wetlands ° 8a11MNIIP' / Material Application Rate
Onslow County ✓ ? ���� / / i Sf
D.B.1365,Pg.322 W 4 Line / ST#1 w W .���wM��.
4U�UU.�'
Tract • (Typ.) W / �n�mmo�, / Lime 3000 lbs./ac.
BurtonIdustrialPark {/ • ♦- 1;11:�• / / / \ / Fertilizer (10-10-10) 750 lbs./ac.
M.B.68,Pg.165 L y y �, / / Q
/F h / Conc.Pad / Mulch 2 tons/ac.
.► sr,. .�. 1 w • / / / / Asphalt Tack 435 gal./ac. (Max)
/ / / / For HVAC / Permanent Seeding
C/ + v W W V
/ / /,qj,{�� (Typ.) / Common Bermuda 1 - April 1) 100 lbs./ac.
d' W W .Y '* 4, •1' • / / f Y
t W �►/ ► \ �4' • • �► .► �i �\ Daylight Ditch /v * // / tt 155.00'
(Hulled April 1 - Sept. 1) 75 lbs./ac.
To Elev.32.50 2a / /• / / 119'10" /)7(
"Rebel" Fescue
50 lbs./ac.
�' W W W y W W W W W W. .W W X30. % ' - 351/ _ ��� Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac•
ex.mh ,y W /4, 4, .y W W * . ,Y W W W ---/
4. / / X3./ - `�33" Proposed 4'x6' X3g�5 / German Millet (April 1 - Sept. 1 only) 50 lbs./ac.
top35.57 / _ Concrete Landing l Temporary Seeding
-� * W f i V. / At Building Doors \ JWM� X3262 Dec. 1 - April 15
i nv.24.47 •1• W W W W W W ..Y W W �- . -
50 lbs./ac.
1, ,y 4, �, 4,/ - W 4, 4, 4, 4,/ 4, ]Y W _ '/ ,✓ (Typ.) \`_ Kobe Lespedeza
\ X3121 / '� 4, 4, �J _ / \ Ryep 120 lbs./ac.
.► w .i' y l• W 4. T - _ \ April rl5n- Aug. 15
* W /W .V `, 4, W W 31]7 w * i� 5 - \ German Millet
30 4
11 40 lbs./ac.
\ Aug. 15 - Dec. 30
* * �� / Q 34A2 Rye Grain 120 lbs./ac.
/*/*, W * * `. _ ' X3333
/ W W�' NO v • \ \ X3261
* .✓ v W W + approximate woodsline ►,...„.` Downspout,
1/ 'r / Ol j���j Ol 7 Total on \ I, \ Roof Slope 5.Once all areas hove been stabilized,contractor is to remove temporary erosion control measures,
. ,. /� \ �- Future Property Line
regrnde,&mulch to restnbilize these areas.
/ v .v a ► v ( � s ;�; West Side _- . \
I Stormwater Permit 6.For additional requirements,see then roved erosion and i�/ sir j
\ • \ Project Area 19.96 Ac. eq pp sed mentntion permit.
WW WW ` ` �' / �34� '' X34' \ �1�44. 3362., - - Drawn per R/W-D-1685
7.Maintenance Plan:
W / �° ` ST#2 ��4►�� II 't \ „3gis Sheet No.17 March 1970 A.All erosion and sedimentation control devices shall be checked for stabilityand operation
Wetlands ' /� \ / X ►�► - 134.80 Pr OSed _ 30 / P
B in � N �p N Future X33 o X3384 for Carolina Power 6 Light Company following eve runoff-producing rainfall event and in no case less than once every week.
Line • / \ / o n9 every P 9
vc / Silt Fence / �3q� _ 33.80 34.30 d Metal Shell Building v ` v by Moore,Gardner di Associates,Inc.(Typ.) \ b q0 _ N N ,� Any needed repairs will be mode immediately to maintain all devices in the operating conditions
3 • o. .,�' 'b X \ \ Addition N I
113/4 �_ CS �` ` 3349 - - i92 2 _ .�- • Q.F.E.35:Q0 intended.
\\ b4q • v� 3555 ♦00 3�3q�� b` \ 2� , alg N\ \ Begin B.Sediment shall be removed from behind silt fence when it accumulates to n depth of six inches.
•� X / / 56
\ o X� \ \ I Silt Fence C.A sediment tracked onto adjacent_r \ � I• ►+Y �acen pavement shall be removed immediately.
3641 ( / 1 - .` �, ,/� 3s's - /'�3 Fill ex. -3642 `\ Y \"�\� ybo \ ti\ 3' S X \ X333$ / X3g56 / `S l �°�
// ditches ,- - - .� - I1 4" General Notes
// 3a iisi \�s� 211 \ Fill ex. / O��
_� m �/ / - ,--ZIT - _. 36."" A- a 34.30 _�\ a���1_� X335 ` 3463 N ditches ,/ / j
X37 \ / /�,, '" ._- - ,h' 13 --3+- - 137i _ �� 3�'� 32 s1�. � 98 N / / S' ` �j 1.Topographic information was created from a combination of topographic data
7c25 / 3y t s __ 4134.81 N 34.00 / es, .��� o' taken from maps entitled"ONSLOW COUNTY INDUSTRIAL PARK TOPOGRAPHIC
�` �--- c 0 --> /
_gf
\ / 3645 A5 N\1 4_,__
7c35 / j/• 4e> -34- 3}1 �_ = �c 1- _= 3126 _ 332 1 `: >o \ 37 p 36 -� //y� A 1� �C- __� - _ - ��\ m \439 // IG� `�O��/jMAP"by Geo Datn Corp.dated April 5,1998,and ground topographic survey by
3 / 3s w a - 31 R5 Rogf Slo e•- = \�\ .c / S® hParker do Assoeiates,Inc.on,NAVD'88 Datum.
rAk ° Ex.ARV X _ // ? -t 29 P +1 �\
Manhole ': X X" .620 Existing Desugn /�/ u g '�� '- 0 w \� X3'?
o \ ` - - I / v 0 3A9 Z �r� 362 -1 h 36
e 2.9� \� �- X 3e'
9 --••• Begin Ditch ti / o° b 5 T5 X / P G• 2.Boundary information token from recorded maps,deeds,Q partial survey b Parker
(water) r 9 / /I h' / w \` m 35 \\ j� aP P Y Y
e \ ex.elev.35.00 ^� \ ',INN j !� f
to. e Compost Sock / S7s u \ ``� ��- \\ / Associates,Inc.
,���\ S 34y1 // 3676 N �` �L+ \ \ r \ \ Cut And Grade Southeast Corner L
36 q85 \ At 12/W /X - - - ". •I y3 1 35.94 \ \ \ \`� / \ Z 3.Development area is undeveloped and has been timbered.
^ �� X3 - ���` •34 �� sJ� 3 \ \� \ Ob co To Spot Elevations Shown rQ 29 P P
\ 9 X i 5�a \ �// / 91 20' 24' 1 c 1���g� 119'10"'' VI• ' 49., •\\ 15b.60'/ /4'\\� • \ / ° J 4.All easements to be drainage and utility at dimensions shown,unless otherwise noted.
/ 34.00 -;v,�.t�= 3 \ \ m *** :\''',..,,-....,:(''''''
\ 5.There are no Areas of Environmental Concern AE as defined Coastal Area
Zev /x 'r�19 .p `L ZZ Z �i /
'Pi\ \ Xg551�35`�' // //35.19 3�29 Staging And Gravel 6 t ' A \ N \ ��q. 3 �\ \\ \ Clearing Limits / r� (AEC) by
\ 121 9►i9 "' 152 <•-= Proposed Metal \ \ `'1►�\\ �� _ At Compost Sock ° Management Act(CAMA)on this site.
6.Wetlands line delineated byPittman Soil Consulting:Surveyed byParker&
gj�• \v�c ex.mh \ oe 8 \�_ \ \ A63bg9 / // / X3486 Tod33.5pinlet Storage Area X3513 �33.80� X35" + P P�' S�' MB\L 39'b 34• See General Note 10 / -e� X 2 h 9
tlip to 37.68 \ , 2 Suspended Cana \ X L► 1 33 Ex Des, n 316 \ ex
p1 � _�\ X / / Inv.In \ `CQ Al
O xtS P SBM# O .. �` g� / /� 90'MBL rs, -� A--1 � / 35p \\ \SIB- 29.35 Q "' 31.80 0 / Y
(inv.23.84 �� X3 ' 34.00 -�r- , q �� JX ' ^� (` X
`9 P -- l r4 o Ex.Desig� Compost Sock �, 101�L� - ) �c39� �"'/St3 \ ` '►1 / �- �' XO / Associates,Inc.in December 2013 through February 2014,Delineation approved
`�l•� g �� _ �_��,r1 Inv.In See Sheet N1 �3 / X3' \ \ \\ % / \ �`- b the U.S.A.C.O.E.on 8/18/14 and expires 8/18/19,unless there is n change in
Ip�, �O 366� 616 A-
.. 35043521 X349 L29_OOJ At R/W X 03 X357' 3 of 3 ' ,�X 35.00 X35. >\`134.501 , . 339D 3316 / X32gy rap t oQ / y p ng
Ilf \ ex.lo• X mph CAs halt ` \ y 23\\ X the law or published regulations.
�^' B �/�{j P�a 36 Jx �s +9k3S top 35.45 g ex.stub out 34
Begin Ditch t3 34.50 -l- ' \ X3ag0 / J c� \\ 34 / ♦ 29_5° Ex. 9^ \ /i
gs 1' \ \ /36 +> Cinv.25.36 X Elev.33.50v B - _ _ \ 3a \\ \ ex �' 24'RCPJ rye••-�f/ 7.Stormwater from this project drains to an unnamed tributary to New River which is
P 1g0 n 19 4 32 ss X 63 35.65 1yAO' X 35.19 - may'_ / - r `0 4---_ < � �_ / .6"s m ^� -� �.Q\ L Ex.Desi n classified as C;NSW.
9 X36• 36.9 �._ 35 �_ i.3s.Ao.-1,
- - 1
J \ 36' Design ` �3S 2 g1 �� Il �- ' ex.10_Ss. ! - - - - - ''� -X _- 3Z•� \� r Inv.Out /C63 3 3500 -v , RRA�� X3n- �•g•�� -� -r 3i - X / ad' \ 2y,25 8.For additional information,see overall plan and detail sheet.
een 3 !' 36.y4 (Ditch
35 1• •�•�*! - - skit �St1 -�o e� T x-- - EcO °� 9. The project and limits of disturbance is not within any flood zone per FEMA CPN
y *X OF � / L - J 357 `--. JS X3515 • . ._�-•-�: 35.30 13 ih S1S ex.stub out
/ /
x C % -__ - io9 a 3s44 '' �,e s.1 ash - / ¢ / 370340 4357 J 370340 4358 J(Onslow County) effective Nov.3,2005.
a0 Q o^ \� se-�X� D'o �"•-- --- ,���-=�� it 0 10.The southern clearing limits for the Shell Building project overlap with erosion
cn Ik. ^' 3'• 530 \'p Cam\ _ = ice• •` g.71 [.5] /
36. `� a • r -� • / Q / / control permit ONSLO-2016-037.See plans titled"Burton Park IDF Project"
.� a �e� 1� y • •. • • 3 Irrv.out
_
Uj ti U i L�!-rl i �� d a rx.Design �5.11 Inv.In 30,�,•�� ►•�•�t�OQ l o m 32.89 X
., "`mil in': `7�1 P _._• ���1►�•.���_ 3224 _ + Ex.Du x Compost Sock / [•o�X C ° by Parker&Associates,Inc.for additional information.
'� ` 3 f Csc ` w o 3D309 �• 32.49 Ex.Design top 37.11 �Dtch� > o At R/W / '/-
Q N O of o \ rEx Desgn_ L - L5 x _ MEG MEG f Ex.Designl ¢Ditch ¢inv.26.58 L31.09 p e / D•o] L 3-2� / �"E N E' 7I
~ O ez i''. �. / (N., �= 'existing Deli 34.80 35.30 34.80 34.47 34.64 X- L3206� drop inv.3L34 -
iiiU �d a' I.t / `` L33_76J `L,Piny ply- - - '�SUperelevationl �ginCrown - - -- 'Existing Designl -1 /
_ _ _
N / ;���, _ - - - - - - ► WoterJ Ex.Design, `CI / Site Plan 2 4 2017
ac -� 0 Stabilized _ / \ rQ /� :
�.Design YI-1 Construction / - /
ow I Top 31.00 I �� `-eco Entrance ____ �_ F.Design rQ\ //
BURTON PARK SHELL BUILDING
Drop Znv.27.64
•0 Ex.Design Ex Design Inv.In °
Lv.Out I7.50J / 'T2 L30.00 /
Ditch 5'Berm _
existing _ L31_09 J L33_50J O �Q rQ\ /
N Ex.Design �.Design Ex.Design r � Za
/N '`Io"x6"Tee Ditch to"x8"tee Io•x6•Teeneksonville Twp.,Onslow Co.,North Carolina
110"G.V. Luther Midgett Drive L3-oJ IB•G.V. Flo"G.v. �31.0 / / Owner:
/ 64 L.F.8•(900 Proposed Duke Energy 6"G.v. oQ / a�<,ul,,,,„ County of Onslow
6"G.V. I "
LF.H. J 100 R W 8 P.T.2' Transformer And Service Line LF.H \ / �4�, (�� �►it
ta Note: •
_ B.O.A J Q • 14 Pi
° / ``() ••' >3S�' �t�,'°. 4024 Richlands Highway
[Ex.Design 5' • ••.
° Contractor shall insure that he and all his workers(contractors, 1a'xe"Tee Existing Data Per Plans Titled ''32 / .`` ;'OF � ''' % Jacksonville,North Carolina 28540
Is"G.v. I "BURTON PARK IDF PROJECT"Prepared By / ;ia' '1''=
m subcontractors and other site personnel)do not damage construction 25 L.F.8"C900 Parker 6i Associates,Inc.And Dated 03/24/16 ..�9, sp, / •6ItL0./ [phone]
5 stakes or other measures used in laying out the project whether by (2�e o A" I _ $�1L
the Engineer or another entity including those under the employ of the [_-- / •
• 37928 r ; i11
for Contractor shall cause his workers to observe and verifyex.tDuke Energy / ;v L L tilts,�9
contrac structure#555 / :o %` I DATE: 11/04/16 GRAPHIC SCALE: 1"=50'
a° to the fullest extent practicable that stakes,other measures and grades (lines offset from poles) / %,,9•'..(3 ig,fr e./1 ,,' 0 50 100 150
-14 are,or appear to be,accurate and correct,and immediately,but prior // ,,ii `'91V•L••���\\' J`CA�E• 11II=50'
a, to any associated work,notify the staking entity of any potential conflict, 's�+'rY'`�`���ye, '
o error or question regarding the work.The Engineer shall not be responsible / FEET
/ Parker & Associates, Inc. i> Ho
ri if all of the above measures are not strictly adhered to.The Engineer shall %'- - ' .,
ra
�, not be responsible where due to damage,his staking can not be verified.
Consulting Engineers - Land Surveyors - Land Planners Sea4zp��\
4 For critical or costly components of the work,where the contractor believes P.O. Box 976 - -28541-0976 �.•::.-
9 306 New Bridge Street - 28540 '),-.=-_=;-:-=- •- ;=:--:-:
a, Field Book: BP Wetlands#2,Pgs.28-31
o that staking may not be preserved,the contractor shall request the staking Rev. 01/16/17 JJS-Revised street name di building Disk Name:Acad 2473 =:-:= '==--: =___-
Jacksonville, North Carolina _ „,-
entity to place staking in an area where its preservation can be insured. Rev. 11/09/16 JJS- Showed MBL's Filename: Burton Park Lot 22-Site.dwg JJS Phone [phone] - Fax [phone] i
Sheet 2 of 3
Job No.:C160804-6309 Firm License Number: F-0108
N

_ Proposed .- - -
Metal Shell Building '
Downspout
(Typ.)i of 7 F.F.E.35.00 ,
- - I .
L.I- NOTES:
<•\ _ I'---- Proposed Metal
L. \ ► Suspended Canopy 1.Sediment shall be removed and the trap restored to its original dimensions when the sediment has
<v Existing Road
34.92 34.92 -- - 34.92 34.92
-
)( L I <\ I G < L\L \ I )( accumulated to i the design volume of the trap.Sediment removed from the basin shall be deposed
L I L Temporary 1 Inch in a suitable area and in such a manner that it will not erode.
\ - _L• 1 - \ - _- L -• - \ - - '.ke •• ■!;4 Air Temporary 5' 19 Gauge Wire Mesh
<L \ <, L X (1;1: -* ////,:// I • < ..r Tall Steel Post on all sides,fold 2'•
2.The structure shall be checked regularly to insure that it is structurally sound and has not been
X Proposed r of wire mesh under damaged by erosion or construction equipment.The height of the outlet should be checked to
34.82 34.82 5' Concrete
rock for anchoring insure that its center is at least 1.5 feet below the top of the embankment.
Sidewnik RAW 3.Weir Length is 4 feet minimum.
4 R/W 12" Temporary#57 9
;�• - Filter Stone on
�:+ : ' all sides 4.See sediment trap chart for volumes&sizes.
Pave Asphalt Flush � � 50' Min. 2' '
With Sidewalk �: ! Length Finished or
(See Detail) Existi
is
° ����������i��ii������,�� 71/ 16" Finished or Stone StrucIure__
Grade ;• -'c 4,p ' .� Existinq Grade 5'
ng
Construction ••�! ' er�-. ei• I / / Min. -1.5'
r
/
-h Profile
Ce �.....i..
■���� \� / Heavy II34.32 / \\ \ \�/\-we- --8a- -•■--- X X No X 1 \_GrobaurultdtyGFrareteme
2' 4 r r:� 1►
�12' Mina 2' I I 1 ._,
(See Note) I I T-1-I - --_-- 3600 cu.ft./Acre
��.i•-.�
I Storage Area •• `' ��� ::�. ..
Flow Line Flow Line I I Pipe Dia.+12"Min. � � ••��la`���� f ``,.•
�34.621 t-. I I 34.72 I 34.80
la
8' a' 9.5'.2111 Plan View - 2 .,.�
(Typ.) Temporary Stabilized Construction Entrance.••.
c� Say •�`�T.■� •. ..■�• •
•
Not to scale 8"Concrete Brick Walls 1 1 ( 1 *' •.�w•4 ••7•'•%11\�•�•• e4e6..►!�••.• k•!'
or Precast Vault with Pipe .I I +��.'�•4►�*s:••�! •:■►�.�s�s.� ►�r
• 1
Extended Base. I I Filter Fabric
N Construction Specifications Grout Invert Channels ' •.E TA" in. 9" Dia.Rip rap
1. Aggregate size Use 2-3 inch washed stone -• _- -j 1 Trap Bottom to be 1.5' min.
FAsphalte_.) 2. Length As effective,but not less than 50 feet. tom+-r;,;ff_'.��; •_ ;:�? �,}:y�, Trap Bottom below existing ground
3. Thickness- Not less than six(6)inches. :4•-':z ' __ Y -.�.ia-,;' .c:•,-�,:- 18 ,e:
4. Width- Not less than full width of all points of SettledOn Cross Section
ingress or egress. Minimum of 12'. Overfill 6"
#4 Reber at 12"O.C.each way Top for Settlement
5. Install filter fabric under entire footprint of the construction entrance- or Monolithic Precast Bottom
6. Washing-When necessary,wheels shall be cleaned to Yard °n.,i i „ 4' Min. _
X priorpublic9 n i ii r u-n-u=n -i u,n a=i .. .. . .• • n=aui-
-u-u •. ��r��.--ruunn-nnnnn
•
remove sediment to entrance onto ri ht-of Inlet CatchBasin - n u ,_,, , „_.,,_„_,,__' __ _ -„ „ ��.• ,., ....�..�•s -_„",i°i�"„"„"„'�"�„g-if i4
=�1 _L-.4•ii, •.•� ��u=u-u-a-u111- unnngn°u°n"n�'-
34.50 35.00 way. When washing is required,it shall be done on an _1 ii ..,.p► .••• „-„_„_„_„-„_„_„-„ „ ui,-„-„_-,.'
With Temporary Rock Filter '..,. ii ,,, n-a-n-- Emergency
area stabilized with crushed stone which drains into an ° "- »�t 4 ? .,, ,i " - 3:1 Side By-Pass
X� un°u Ii'i►•� • r• l...•;■►n,dorm,,,
approved sediment trap or sediment basin. All sediment Not to Scale g = " �•!�+o•�:r■►;f■rar�►.�i„i„n- Slope Max- 6"Below
shall be prevented from entering any storm drain,ditch, i' 'u��.�}'�:.(�•.a•..!iiiTilii Settled Top
Notes: in 'iiii_%�,7;•►./�..- 1:1 Side of Dam.
or watercourse through use of sandbags,gravel,boards FFilter abric ',, �*:�i.%r i!u"u"14-1 Slope Max-
Parkin And Handicap Access Detail or other approved methods. 1. Box to be in accordance with NC DOT Standards(840.14)and ' lt-M°
p 7. Maintenance-The entrance shall be maintained inn Natural
enlarged to accommodate larger or multiple pipes as required. Ground
Scale: 1"=30' condition which will prevent tracking or flowing of 2. Frame with do 3°
sediment onto public rights-of-way. This may require cable grate to be in accordance with NC DOT Standards
• periodic top dressing with additional stone as conditions 4 riff
(840.16),and be cast in the UNITED STATES OF AMERICA. Min
demand and repair and/or cleanout of any measures used to 3. Ali sediment,Wet,mucky,or yielding soil materials shall
trap sediment. All sediment,spilled,dropped.washed or be removed and replaced with compacted select fill Stone Section
tracked onto public rights-of-way must be removed prior to backfilling.
Temporary Sediment Trap Detail
Not to scale
2.5' 5' Walk(Typ.)
Concrete Bumper
Block
3000 PSI Concrete Sidewalk
Slope as Building Compost
12'Type SF9.5A Ong Plans Sock Shown
Stake
�QF!`c Steel Post
BCSC Asphalt . i - i - i _ '/X/\'' 2 0% ecs71, T�� °8�;
i, L. �� /\\ � (�`�+� s�°�,"'`'® °ate �eey; •
Cra°o oa oo s s e n s*t`�,< O,,ciAt�,
a \ \ � es R ..
b"CABC %\\/\/' \\>`//\\//\\/ \\�\\/ / \ Note: • �:.:. Welded Wire Mesh
\%\ \\\�i�\\�\i Stake Debt \\//j// ' \j p R .10 ,
12"Min. \ Burlap shall not be used. 404./ \ / /\/ •,t% 6" Below Ground
Compacted � \__ \�\ �� =:�C;1 .i
Subgrnde Compacted / Stake Compost Sock ='
Subgrnde at center of ditch 1 ,y's •`
' ► Note:
• Spacing for posts shall be:
Cross Section for Check Dam Use 1.8 feet maximum with wire mesh
2"x 2"hardwood stake l .•0---•
or
��. 2"x 2"hardwood stake 2.6 feet maximum without wire
Asphalt at Sidewalk Detail Compost Sock through center of sock Direction of Ate`
Compost Sock 9 Run off flow it mesh with extra strength
filter fabric.
Not to Scale
i Steel Post -
Welded Wire Mesh r
® s'�*F 12"(min.)
.711111111 .. ` Erosion&Siltation
6'1/4 Inch 23 Gauge Wire Mesh T� • Jp e �� Compacted cy
Steel Post r e,° ,�, Control Fabric �i-
3'Max. . �eic4 rnch [..4 4'O.C.(TYPO Soil
Silt Fence A Silt Fence 72H1`1 ah%ne, 44j, Ground Line
Flow Wire Mesh -� Flow M• 1�11111 �es''4 e 3, Cross Section Top View ` / 2411 Min.
Direction �`
' + Direction 1 1 1 1
F...6
�i .eY 11`tiolo 1111• /Ped r'rc Notes.
/ `\7/\ Extra Depth Required
® B'No.57 stone M Top ® No.57 stone ...�114,4111111111�1 e°'ly 2,G 4i1 for Non-stable Soils
®- Flow '4�' •s�:• �111111111111 e y°ge steel parr 1. Compost Sock to be 8"minimum diameter with 5 mil thick mesh netting having 1/8" 3/8"openings. „
Direction l:.,�......���1111111111111 esh 8
�_-rdPi".� '11111111141411 2. Compost to meet Compost Blanket material r
Temporary Liner Plan View ���. ! Y�•itt..,i:11111111111111 P P properties,with 99%of particles passing a 2 sieve and
• • . • • .�11111111111111 s, ,
if required per Inns. �' �' �' �' �' �' ► 1 1 1 1 1 1 1• *F 30 50/a passing n 3/8"sieve.
q P p Not to Scale !' !erkii'k`r kliltg�y� 1 1 1 1 1 11 e P Section View
Install per manufacture's �L�r<.�/!��!Sr�y�•!L7N ,\1111111111/ Ty> °ce
.•.:.•+:•.:•....:..:•..01111111111 3. Use 2 ft. minimum wooden stokes with a 2 inch by 2 inch crass section.
- recommendntiol ��.��..�7.Z.�!'C��`t'��Xs�X��2��.�.1 1 _1 4. When usingcompost sock as a check dam,do not install in ditchesgreater than 3 ft.in depth. Typical Installation of Silt Fence
Depth as 6'Wide=24'Tall from T ter• r• r 1 1
shown 0'n Silt Fence 12" Existing Ground 1/4` L -L .L• '� 4. �� 1L L L. eL.-1 1 P
6' n9 . • .. . • . . • �►11 o P
plansir.•- z3 Gauge wire Mesh %�%�i��} �i��i =s���: i,;i�
1 ' ' ' ' ' ' ' ' ' 2411 Compost Sock Detail Not to Scale
--... ...._\k
• • �. �• i ,.� • �.YL • • 11
►. �% 4:�i� ,eP i.i1=�=�4i�.'. .'ii lop Not to Scale
18" '14704..•.:..:..:..r�. •.......:.,:4.`:�....\ �, ".1 ....e.:..:t...a.:./ '�1 w• • • • • • I .I. I I• • • • I •✓ • • • • lire I • s �I�
!X-allt�7•�`t--�7 `C-�`C=�C .-.Y_�7_�Y7_��r-�7 Y � / W � •� -`[_ =._ Y_... .,._:':`mil`
1.5' Liner Height j�Y/j`I*'4'•"`?�Wj�I/�jvj�%�j�>%.//> Y�>%�j�jai',j� IT4‹ Ex.Groundure F�a• .- • • h_ � � � '
g ��a�AAA.' :Oa�a���a�a�Q��Q:����a`��a�a�a..:Q��a�a�a� W iorefa7�L�;. i- *.
5Max - •• v �41;1.�iTi!.:•`�� "• ,,,- ,
-8"Excawtion W W W *.\N� -NS-V
Swale.-k�etail � Steel Post Burcial 6 Compaction -y ,y �•�"�•.-�-�-
1 No.57 Stone Wire Mesh
op.3'Max. ( 3'Max. 30"Mni .Store
�., o't to Scale !)j V` Width+6"Min.
�(2 ` n] ✓�,v Section A-A Filter Fabric
Q \C/ 24 Not to Scale
IECEIVEn
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V Steel Post
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Notes:
Welded Wire Mesh '
1/4"23 Gauge 1.Welded Wire Mesh to have 1/4" holes.
�� 2.Wire Mesh shall be installed in the some roamer
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No.57 Stone ��i F� d
i��=r ' as a typical silt fence section Minimum burial
0
4. depth to be 8"with 4"folded upstream of the
,fy ` Compacted soil ,',,f N flow at the bottom of trench.Separation of
h Flow 24"Min. ',ilk-•••,° 48"st el shall stbe ov hown as o both m of 3'. Detail Sheet
Ex.Ground Line `7
o � �� �I I�I�I. 3. Stone shall be overlapped on both sides of ll4'
N �.� ,`/��/f`/��� Wire Mesh/Silt Fence interface 12"min Silt Fence
rT� ``-``•� section adjacent to wire mesh stone outlet shall hove
Filter Fabric
4"
c typical silt fence welded wire mesh with a max steel
BURTON PARK SHELL BUILDING
8" `v post spacing of 6'.
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Section B-B Q� l3 Twp.,t� Ap i,„ Jacksonville Tw .,Onslow Co-,North Carolina
crl
N Not to Scale -* i?' ®�� vl 0 'j
Ss s ®�,� -F� y� Owner:
Wire Mesh Stone Outlet _ SEAL `4.61 ..,..,. / County of Onslow
o ��92� -•
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4024 Richlands Highway
®'. ! .r�f�f Jacksonville,North Carolina 28540
Not to Scale 1 1 l7
3 .�-9y,�/'�r ��E�Q�.•'. [phone]
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DATE: 11/04/16
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P.
SCALE: As Noted
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Parker & Associates, Inc. p; gah
Consulting Engineers - Land Surveyors - Land Planners O' ��,
P.O. Box 976 - 28541-0976 -,-: 'i
.. Field Book: BP Wetlands#2,P s.2$-31
0 9 306 New Bridge Street - 28540 ' === ''- =- _=:-:;:q•
r~ Disk Name:Acad 2473 \,: _ :' j/
Rev. 01/16/17 JJS Added canopyto"Parking And HandicapAccess"detail Filename: Burton Park Lot 22-Site.dw JJS Jacksonville, North Carolina
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Sheet of Firm License Number: F-0108
Job No.:C160804 6309 gPhone 9.10� 455-2414 Fax [phone] - �
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