SW8130608_APPROVED PLANS_20130606

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 (3(xpOK
DOC TYPE ❑l CURRENT PERMIT
2 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE a013 A D�
YYYYMMDD

vT�2 :. Carolina
1.'egend• Plantations
ADA-American Disability Association
B-B- Back of Curb To Back of Curb
fL-Centerline - ' �, +=%�. ; , .:`-..'..;".:'..• Site ROmseYR
C6G-Curb 6 Gutter m`� \ 501042'21"E -, ., - ' NL S
oad
\\ y , ' t F =smwik �_ . . .R.1324
Cont.-Concrete pb -. 41.64' . :,;e - :=q, ':.��:� + g,•
4t «- a i0 �• Fence Western Boulevard o y ca
D.B.- Deed Box y. Wetlands - \ -' .� a N.C.S.R.1470 0` r P
w ebo-Existing Blow Off
emh-Existing Man Hole R _ 519'52'45"E \ - -'•
V 4 Sidewl�.s' m°
0 epp-Existing Power Pole existing 2 41.03' S4 4315'
\
egv-Existing Gate Volve woodsline ."u \. 43.15' \ ---- Jacksonville
�- egw-Existing Guy Wire ISF \•'• �-.. - .. - SIB"53'23'E
cop-Edge of Pavement �`.. r 26.85' \\ O C6G a titi
ex.-Existing \ : rOPof ~•"t•, " \ v '(!C en0 J5�`
H/C-Handicap \ yak
O ISF-Iron Stake Found \ \. 502°35'35"E \
u r3o Ro
M.B.-Map Book 5 \ \ �� u_
MBL-Minimum Building Line S 0. "\ \ 0 _
Pg.-Page @ rO^tn at \
µ v
pvc-Polyvinyl Chloride Common
uffer er Bollards Double SwingV
rcp-Reinforced Concrete Pipe av Area - v 513°47'27W •�, 0 0
46.46' u 4�
P. Radius - ,.. v +� • `'� Y„ Zw' -
R/W Right-of-Way _ \ " \ O _ 1
9 °y ADA C�� - \ r� "a y 5 'N 1
s.s.-Samtay Sewer �,. 6@, H/C \\ N �4. \ ,jJ -11, 0 J o
s.t.- 10'x70 Sight Triangle ^ - Ramp ` O m
ry 9t , y ex chair.- \ Tract I o I
TYP -Typical ! `J
@ [irk.fence \ The Burroughs SectionI C6G �1 NC Hi 1-
` 6 - Adjoining Lot Number
o� 6 00, }�P ,; \\ at Caroli no Plantation Nvt1 ghw0Y24
�. M.B.R-65,Pg.49
24"Coot \ ��, '.,\y \ R-10 Zone w��e NC H;ghwa
29F -Lot Number o° ^ 6@-pb, 3j C4G(Typical) \ -+\ \\ Stormwater pond/Common Area FenceJ�_�8
'0" I 4'-5' I 6'0" New River n * 0 J+o� Y 24
� o •. o ', 5183816'W Vf \
-Concrete ry 6 - 103.39' \
o r° \ Slope 1/4"per Foot 3"
c „� ,3� o � • ••r 1 asphalt� Vicinity Sketch
-- -Existing Traffic Flow Arrow a 6.9 4 lithic Lo ate 1 Slope 1/4_per Foot
y � � � 3>c om � � I � \\ �� - �41F6
- - - - - - �` Not to Scala
v -Sin - -
- Stop Bar 6@� •~ \ \_. `.. �x SO -
P oo- 3 \ tr�i \ tis 6"x6"WW 7iY
sroP ry. ,P^ \\ EX. Cider 9oe�^a B.o" 4•_5• b•o„
® -Stop Sign ti, A - A CA BC
6 oo _ v ad_ Hill Road
. $ �-� Fence ...:•,
t- -Traffic Flow Arrow 2-egw qn, 3>q \ o •, ..._. (Private Drive) y
y $ �^ Wetlands \ y. Slopes may vary but positive drainage must be maintained
ro' ,y ( 511°53'19"E ✓�
0 N „ \ \ Lim(Typ.) 102.70 -\ mr
_Wetlands ! • \ .� mpster Pad�,, \ Du Detail
I5F @� 2
0 6 ' ({� pr S \V • "" / Not to scale
. -Existing Water Line epp n. O -1 \ �
,r- --- -Overhead Power Pole 41
- /
Wetlands
rVVYw, -Woodsline •�. 36p m rle P \ ` / / fl, The Burroughs Section I-A -
.• ADA I, A �`� 1• \ •�. \ r ��, /
+ / 'l, at Carolina Plantation
6 .-�• @ '` `- a'j O ba� od.;. °trro `,j \ \ \\ J4 z0 , /, �S} MR10Zore� /....
Garland W.B Sue C.Tuton oo Romp o Qy, \ \ _ tic;,
D.B.1598,Pg.566 �' �' i P �.�' y
-\ _ i / Multi-Fomil - }
M.B.35,Pg.154 am n' ^' 1� ® b B. 9•. \
Undeveloped m• 6 A. 'o Ij \ 0' S09036'01"E `� 0 f .
Pe o. $p0, : e• \ Q• v i r The Burroughs Section I-B '�
RA Zorn
•. 3gq p "o Common '!, 130.66' v. �° i �' / ^v
Area t•5G t l• <`
�O l ,�B O bb d. \\ �yb `�_ x' `J At M.B.'62 Plantations
161o� ?, /\
M k+R• � 'w \ d �( / 0` / dry, R-10 Zone +O r r•�
} 15•R H/DC •roB, �� $' Dumpster 90R \\ c\ 565°45'47"E \ \ `0P, } , E:: \. thliuill, 1 " 5 v� /.� Multi-Family P. d t �2C +
35 I - 41.38' A- �' f E•A, �Ultl�lll
69.gp. . 0 .:• O Ranp d'� •% dj 17.15' l'R o+'e'v \ _ I a + - t.yPt -., /.
_ y m 12 Q7
6 ro �'� - 'o bb' „%•2 15.95' 17.08' 17 0 -
� �� •� - � ���� B• ,�� �4). .0@'
° ti 35C Om : ." o"e ',( P g g g g V \ .A , 'O l� I LO I O t v �- + t 1 t'� z-:A- + -� - cl
�.�`
IQ
� L I
i�-
3SB O� c H/C `^ J n rn o '• 2704' p \\ Common \ •.• \ \ ,. w'1_ z <wne -- �,sear ik - = �• '` eY ° ..._. -.�
�- O�. `� Ranp ADA � ,n 0 O O O O g 8' 1>p Area \• 504°53'19"E - - . sw_a _.. -- - __ ,i hc�„ _ ._ --- -_.._. i` rap 4E I ! 2F , N
, moo H/C P - ^ e. g \ 2> ••� .•�. 105.21 a __ _. 534°02'56"E c" - } `- -
M @
ISF a , 27,p4' ;f ~ m $ $ \� •\♦ \ 546°Ol'20"E 55653Ol'4"E ---- 54937.88' "E Wetlands t
68 , •• w ye Ramp c 78.43' Sp•
J5. UJ �- • • ,��, `° \ -556°41'28"E 87 88 St
� � v Wetlands 6398' �StreaiTl b f fifer r,
ti b% - . 1708 17. '' e e "- -_� enr. env
�' e� •� � �-- !Ir ' � ex
swa e
r bV>' gi. •� Q �Q- 1 N i ! '• \ .,_. . • 535°30 50"E _
a
". 1 8Q U 2>p4, `r - Wetlads J '•�.. . �. 76.88' e
5.11 r ' �Dumpster 170g, _ _ _ .z- Line(Typ.) ,. �eb
1'R T ♦� 17 ��....
N t yP) _ 0
!a bh, ✓ 3Q Asphalt p •. ., « 2>p4, I
w p 4' Combination
4' Combination •_I F •Sto _
_• a' a � �°-' Fence 4' Combination Buffer w'0ter O-
•'r ADA Curb/walk -• - o ... _
ii -•y�' p� Curb/Walk(TYPO ro H/C Y n h m' 27. 8 Common Curb/Walk(TypJ 210.6T
°+ c b 'ro •`-•;• �- Ram '•• 17.p@' 8.25' Area 27.04' 17.08' 17.08' 27.04'
existing n ✓.Y,,p .p6 "_. " . .:-: .'- - :. - "+ ; . _ A p o 1.• \ 17p8• 27 urb27.04' 17-08' 17.08' 17.08' 17.08' 27.04 - - -' - - - (TYP)Dumps1e 5 .24
'O
C
r 61°25'39"W
woodslineZ �. ® ba� 27.04' 17.08' 17.08' 17.08 17.08' 27.04 27.Oq' 17.08' I . - - ••- r - 20 R o •• ` - - Oq - o• a e A a ? J. -.--
110 '
g - - - - - - a a p 8 $ d>�
p� 9.81• 17.08' 27.04' +.r ( �� c 8 $_ $_ $ $ $ _ _
sP m r ( v $ $ g - d Carolina Plantation
N �$ Sand Filter #2 'I -' < 0 O O DevelopmentD.B. 0,PgP801tion
""5 n n ,�,+ n n N w I N o, F v - m a m $ n "+ "n Irrigation Pond
a -c o lL _ 24"Conc. 9
c' a$ O 0 0 O O O 0 n N m �R �.•. •• I O i�c� I See Sheet 8 of 10 I u,` n M ® O O C6G(Typical) ^0 P-10 Zone
w •n me*en "+ n "+ "' n "+ n O n O O Mailbox I N 10 m M +• (J
oox Common $ $ g $ g $ g n 24' Pad 27 "� I ' >a -
Area .4o -r $ m g S $ ( 50 - 1 �708' I 2704' 17.08' 17.08 27.04' 22'4" Common
v g g g ( @ ffe wO}er 17p@• 393' 23.73' 17.08' 17.08' 17.08' 17.08' • B-B Ex. Pond
27.oa'
N58°45 21"E 27.04' 17.08' 17.08' 17.081 17.08' 27.04' 25.51' 17.p@• O `r r • Ond
i •� Irrigation
16
17.08' 17. 7. - '- -fop, 9- d 0' MBL
50' MBL 120.89' 27JS4' m 50' MBL .• 4 i r _ �b o:p
µ 1 I Common Wetlands B•B i Asphalt ♦� 26' 20• 540052'24"W 34.62'
epp Area µ y I Line(TYPO�..••1 E F ♦� B B
• •, . 24' Conc. o m I C ofC-arolina Plantation Blvd
3 •.�_ - - - - w IT
q 1 �� East Murrow Lane (Private Drive) �� B 172.0T Along R/W to R/W
,ry CkG(Typical) B - - - - - - ---- 24'R 112'R a -
30' B-P '+ w
St. - - - _ ' ePP ahpi ePP -_ 041 _. ----- ohP[ -----. ___ ahpl _ __-_" ahp, -___ -h7�
R/W ePP_. __ a I - -- al- 1 -_.___ ; __ , -.__ _-__-___. - - ePP -- --- -- --- -- - _ _." --- - ---- -- -- - -_ --- - _ - --
epp y N49°07'36"W 521.63'
It
ISF N49°00'O3"W 537.00' �¢ doss doQ e9w
N48°35'14"W _.__ -- ..... _... .. __.._ -... .. _._ -- --_ --_ __ _ _ _. --- _.
#tF�ei�,�t��Y�*tAfA-E-t,R�r(�p�����TA1 ,
86.35' ex ec� ` " ,______"- _.. _.-- _-- ---.._ ..-__.. - --` '•�VRlll t..f1R\iZ11W't CIYYIRVIYIYie, AL
�l .
" S
y
e, e,,, - MANAGEMENT. 4
1 - -- cilt( t -- - a
RamseyRoad N.C.S.R. 1324 60' R/W _ _ _
star - - - - - - - - - - - T- - - - - - - � -r -r - - - - �- -giw - - All Back of Curb Radii
-Ex.30 - -�`/\ �\ _f \ Ex.3a-+-�-i I L _ - - - - - - - - _ Unless Otherwise
Ex 3p I - - _- - - - - - - _ - - - - - - - - - _\- - - - - - - - - - _ - - - - - - _ w ix
_ - - - - - - - - - - - - - - - - - - - - 1 's,o, s,, , i _ - -_ Noted
1
- r - - - -_- - - - - -L- - Y - - - - -- - - - -_- - - - - - - - - - _ - - _ ,g 7�, - - I 912i ,- ,
7 1
o so
- w \` T Ex.Sidewalk EasenrSnt '502 i / 'S03�� 'S05�i \ 'SO6 i I •<•v"r I I Ex.30' `5,3,
50,, \ \ • Ex. Sidewalk
I G ` Width Varies '
( ) ''South Pointe III at Carolina Forest
M.B.62,Pg.81 Easement
(Width Varies) Preliminary Plat -Not for Recordation,Conveyances or Sales
TRACT DATA RS-7Zone Tax Map 338, Parce= 16. 60 (PIN #43?9n4616868
Vacant Deed Ref. : D.B. 33 -0, Pg. 801 r Topography shown is from a topographic surrey by THE BURROUGHS SECTION 11
0 19. Stop signs shall be RI-1, 3) x3,_" high intensity
o Acreage in Total Tract . . . . .I . . . 7.66 AC SETBACKS Parker & Associates, Inc. dated 12/10/09 a:id Updated AT CAROLINA PLANTATIONS
diamond grade reflective, rnGra.led on a breakaway
Acreage in Parks or , , , , - - . , - . , , lit' 'off EI of Parki.rnal August Thru December 2012. or two piece "U" channel pos (seven) feet above
NOTE: g Front Yard . . . . . . . 3E A PLAN DEVELOPMENT
Contractor shall insure that heardallhiswarkers(coniroctors,subcontractors other land usage 0 AC 8. Wetlands line taken from a map titled "TRA.-T ON RAMSEY PLANNED
R I " ' Side Yard -i0' t ;wee.^, buildings) adjacent pavement height to bot-om o£ sign face, with
• • • • • • - • - • '' ROAD NCSR 1324" by Parker & Associates, Ins. dated 04/07/09. a horizontal clearance of a min-mum of 1 foot from
and other site personnel)do not damage construction stakes or other measures Number of Lots 58 Rear Yard . . . . . . . . . . . . . . . . . . . 10' 5 ' access easement alongall lot lines bet-,seen buildings. -.r Jacksonville Twp.,Onslow Co.,North Carolina
used in laying out the project whether by the Engineer or another entity including Minimum Lot Width . . . . . . . . . .� . . . N/A g existing pavement edge to ou_er:'ast part of sign.
those under the employ of the contractor.Contractor shall cause his workers to PARKING DATA: 0. Drainage easements are reserved over each rot, but _ e Development ration
20. Street signs shall be engineer trade reflective, open:
Minimum Lot Size N/A - arolina Plantation Corporation
3 observe and verify to the fullest extentprachcablethatstakes,othermeasures Parking Required <: Spa Unit outside any building, for building, & star-: drainage.
.° � , . . 1,219 S.F. = vertrcal and horizontal clears p
and grades ore,or appear to be,accurate and correct,andimmediately,butprior Average Lot Size i!; -ts 120 Spares 11. Common areas (including drives, parking & pond) will be installed on a 2 zont O.D.ODgal- -erasdstostsusnng same ants nD lapin Or O
a, to any associated work,notify the staking entity of any potential conflict,error Smallest Lot Size . . . . . . . . . .� . . . 1, 093 S.F. Parking Provided . - • • • • • . . • . • • • • • . . . . ) ?� SK,a�:es maintained by The Burroughs Homeowners Associations. P.O. Box 7,22
or question regarding the work.The Engineer shall not be responsible if ail of the ± L. P. 12. Access easements are reserved along the pr-vate drives
q eg ng rgLinear Feet of Drives 1, 843 Jacksonville,
above measures are not strict adhered to.TheE ineershallnotbe responsible I - • BUILDING DATA: to the sand filter & 15' around the fence g
�urroundin the ........... 910455-6956
strictly n9 Acreage in Open Space Requ_I d 1 .5 AC - , ,+ - t )
y where due to damage,his stoking can not be verified.For critical or costlyExisting Building F. . . . . . . . . . . . . . . . . . . . . sand filter. ) 7I (,�T q;� �C ^� 11 ^^ `` '' + ( ,5R ttt
o Acreage in Open Space Provic d 5.5± AC pro osed Burldin :'. P. r,6, 814 St 13. 20' utility & access easement to be centered over all water & lily % ,� �5� �.'S �1JC,C'f._ `,.. O,�;t;
components of the work,where the contractor believes that staking may not be t P 9
,a preserved,the contractor shall request the staking entity to place staking in an Acreage of Land to be sewer mains & 10' utility & access easemer.-s to be centered ' AT
NOTES: over all water services up to & including .cater meters & �( (_I�Pf •� INC ( c E: 01/08/1 GRAPHIC SCALE: 1 -40'
Disturbed . .n . . . 7.1 AC CONSUI f IYCI ENf INE ks L,ND Sflif;_yUkI S i ',�:, I'. .'�v : S
3 area where its preservation can be insured. • • • • • • • • • • • • • •
Number of Units . . . . . . . . . . . .I . . . 60-2 Bedroom Units sewer clean-outs. + 'L, 0 40 80 120
1. All drives to i'e private. 14. Development area is partially wooded. P,0.BOX976 JACKSONVI -LE NC 2N541-8916 ++- +
" Zone R-10 2. All drive sego are provided by owner. 15. No N.C.G.S. or U.S.G.S. monuments within 2)00' of site. „� _
I 3. All drives & p„eking to be aspha,r . 16. All radii labels to the back of curb unless otherwise noted. T
r� SCALE: 1 40
o Existing Use Vacant affected by an .Ciai ri_ rod hazards 1-1 . Lot lines for buildings at 1' from sidewal:•„ Front of building .' •- -
' ' 1 ' ' ' 4 . The site is nc y P Field Book:Caroliro Plantations,Pg.16-18,22,31,34-35 -
mProposed Use . . . . . . . . . . . . . � . . . Townhouses per FEMA Map C''11 370340 4379 J (OnsIow 1 .. at 11' from front lot line. James II,Pg.39 9 . :',`� Parker & Associates, Inc. �4ias Ha:y�
„ Number of Employee , • , , . . .. . . . N/A effective 3, 2005. 18. Sight distance easements shown hereon shaL remain -,I, •`' Consulting Engineers - Land Surveyors - Land Planners
Hours of Operation GP5 File:car plant c pp fames,car plant ,cp mick,eptopeo,
N/A 5. There are no Nov.. . , 00 Environmental Concern as as property of homeowners but shall remain- free of P.O. Box 976 - 28541-097iS
c ondto o,c and to o,c to 05,c to c to o,
' • ' • • ' . . " coastal. Area Management Act (CAMA) on this site. all structures, trees, shrubbery, and signs, except me P PP P P P P Po• P P 906 New Bills. Street - 28640
Rev.04/18/13 ELB-Revise Lot line for lot 29D. . . ONWASA defined by the - 3' Disk Name:Aced#2205
Water Service . . . . c.ntrol Jaoksoavllle, North Carolina
- Rev.03/21/13ELB-Revise Entrance and Buildinigs. . „ . . . . . „ � 6. Boundary data ,.er survey by Parker & Associates, "flirty poles, free hydrants and traffic Filename:The Burroughs II BLD
Q Rev,02/04/13 BLD-Revise Nate#t2,Add Fence around Sand Filters Sewer Service , , , , , , , , , , , , , , , Community System y Sheet 1 of 10
Inc. dated December, 2008 and Computed .Tnformation. signs, which could restrict driver's vision. Phone [phone] - Fax (910) 4i56-9441
•P.7 Rev.01/29/13 BLD-Revise Dumpster Pad Detail,Layout,and Update Tract Data lob No:5120502-5384
c Firm Licanae Number: F-0108
.9
r

Legend: Carolina
ADA-American Disability Association
Plantations
8-8- Back of Curb To Back of Curb 8'/ \ - X 13' 1 8' X 13'
!-Centerline \\— — — Conc.Patio Conc.Patio
C&G-Curb&Gutter \A I (TYP.) I I I I I (TYP') Site Rams
L
Conc.-Concrete o . N-C.S
D.B.- Deed Box 4164' „ , ,r \ g D Ramsey Road
q \ 501°1.64' E' v 34.08' 102.42' .R. 1324
h '\
as ebo-Existing Blow Off �o- Wetlands \ \ N.C.S.R. 1470 Vo o
-- emh-Existing Man Hole q Western Boulevard o
RN _ 519"52'45"E \
p epp-Existing Power Pole e
egv-Existing Gate Valve existing - 41.03' 543°51'10"E I I I I I I ro Jacksonville
woodsline i _ \ 43.15' ' 11
.— egw- Existing Guy Wire ° \• \ Commons
—.. 518'53'23"E
eop-Edge of Pavement ''`� 26.85'
ex.-Existing — _ 1
H/C-Handap \\ • ToPop� \•, \\ `���5 o O I O a o O I O I O I O I O I O v �c, B 139
�8
7 °M
O ISF-Iron Stake Found r \ nk 502035'35"E \ I m
M.B.-Map Book \ 31.34' o
MBL-Minimum Building Line \ \ �1r SQr36Ro• l`
P9 Page ` S°I --\ _. \ �`�
pvc-Polyvinyl Chloride �' � Buf�WOTer \
rcp-Reinforced Concrete Pipe \ \ �eT 4' x 8'
c
513°47'2T'W \ (p� =+g'
R-Radius -> 46 46' Conc. �'F
Porch
R/W-Right-of-Way -- asphalt v ,� - \ r' (Typ.) •�jO� i Z;
ss.-Sanitary Sewer Commory ADA Je \ \• \ O� 9?• N 3 .N
s.t.-10'x7O' Sight Triangle Are° H/C \\ f \ ✓J Duplex Detail (Typ.) 4 x 8'
ywy�4j� O J p o
Typ.-Typical Ramp 24'Conc. . O� Tract I Sixplex Detail (Typ.) Conc.Porch
C&6(Typical) \ \ <
\ -`• ,,. The Burroughs Section I Scale: V=20' Scale: 1"=20' (Typ) 0 0
` _.•• _. at Carolina Plantation �� NC Hi a
6 , -Adjoining Lot Number i M.B.65,Pg.49 N Highway 24
New River �r NC Hi y 24
2BF -Lot Number " / \ \.r \ R 10 Zone �+' 9hwo '
O o / \ \ Stormwater pond/Common Area
- -w; -Concrete M �` �-�, / Conc.Patio
'r 518'38'16"W J tit
103.39' \ ( I I (TYp)
-Existing Traffic Flow Arrow
" Vicinity Sketch
—rT -Sign `� �y 9 \ P \ Not t0 Scale
STOP -Stop Bar , / \ \• _ 6<,�SO \\\ ,: ��
® -Stop Sign Ex. Cider
/ IB, \ \ Hi11 Road
~ -Traffic Flow Arrow 2 w - (T �°� \ p a`^ u 00,4
P. Wetlands \ _ - \ d.." u.- Private Drive .9 A I B I C I p N
Y J h4 511053'19"E _ ( ) d o O O O O v
Wetlands / r` \\ Line(Typ.) 102.70' ., . \ ... / 4sr m
ISF ••• ' `
--- -Existing Water Lice - v
Overhead Power Pole ePP `� `••• `v m
Wetlands r' QD \� `SeP V,�. \ \ l rz� i /
/vvwv -Woodsline / ADA le" 1f1P / �•
) I` > \ �. \ \ i�h �/_ j �g The Burroughs Section I-A
\ \,=' '<rrd _ at Carolina Plantation
Garland W.&Sue C.Tuton a' o / / O \ _ \ J x • /
D.B. 1598,Pg.566 ;�' ^V_`� va`! .� V �V—�r R-to Zone 4' x 8'M.B.35,Pg.154 q - - / h$ �°' 0 /�j \ as e•; �� Multi-Family Quadplex Detail (Typ.) Conc.Porch n
Undeveloped "�' ' p .: r ',o- 0' \ 509°36'Ol"E \' ro \� < The Burroughs Section I
RA-20 Zone / q �o r �/ \ 1.� _ _ 130.66' ` ' yc. / (Typ.) _ • f if `g
e S �'• \ tib ex 50 `\�. Scale: 1"=20' t Q�• At Carolina Plantations - X
\ 0Q' \__ siormw �. zi/ \ ^aGt j�� M.B.62,Pg.161
,:`.. Common ~� b,Af� \! \ i-. \ ' .-f- rl R-10 Zone w
r1� ADA `' Area O �1 ° \ 10 / uildin , Z> - Multi-Family o ,�2C
2 � . . -\ 565 45'47"E - � x�-, t � g Ex. Building ��- � - _
Ramp / Dumpster 41-38' \ vn ,'I r��� =�-. �_
r
, Q0 am q �\ 1'R �. A vCAV .� 3': ,� 20}
t
,�� 1p.J .� it •' i 'r ' \ V A t'O1 Iwt t�t � '�� F �uQil < i- �'F-- -' 'r x-'' I � � � � A . /.`O
01
IF°n. 0 A � �� i' lei - _, '. !�' •
'r3
�1y h / `eJ 't Wheel I .' �� \V Common A V 'V _ r " - - Clq
-- _ - --
r - y$ Zr / °er t� \ Stops guild ng �9a ,.E \\ Area \' SO4°5319"E er ;e _ -- __ - - - x_be_m.__ � � ` `. rep 46d--. . I r\2F�i
tSF i. ' / Ie, ` (TYPO ( u _ '�� �. 105.21 -.- 534002'56"E / ;nv cZ 5 t
�b 1 _, \ _. - 549°35'08"E 78.43' 50'
Yp.� OJ - -e. i 4'1q 49q, ., GJ a` }• k \ )'r.: '�� 556 5T 34"E 556°41'28"E 87.88' Wetlands s*Opmktrt�, —
�Qu Wetlands \ 546"Ol'20"E 53.01' 63.98' Stream buffer
f
4' Combiation •\
• gul Jp _ _
Curb/Walk(TYP) r P ao �" v• ,ti U ld�ng 70 I ` \• •` 4 gook •'�'t dr;,b .4. - ._r,` r' •°" -.
i ADA O� 1 a - 7 f� \ \i .. _ Top o, �.. ._ ..` 535030'50"E
P% b"'r.
.3 ♦ mF :.•. / I ." _.... — Wetlands �'' "� 7688 -
_ - H/C ♦a 'Dumpster 1 a x ., — _ ,` �Fy,� _ ..
Q Ramp I ITyp.) Asphalt o, 8 Spaces I I •. ,� t z-- Line(Typ.) . .
o / \ a ♦_ 20 R . • I 5 heel o 50, ex.
�YY ! .
24 Spaces �� a p'a, tops ."I L r B rormKnter landscaping
y Q+�,. O' ADA `�. (TYPO oCommonBuffer ..
y -;,. /'rJ ci 'o H/C y c a' \\ Area '. 4' Combination
existing + ., ,. t� `Oo. R�nP ,� 8 Spy �-'' al '_ \ - Curb/Walk(Typ.) — — — — — — 561°25 39"W.
h P O es �- .I v_ I •I m I \ — — — Q 110.24'
woodsline Z •.� /7r :. -- Wheel 20Q o' a ?; \ — — — — — — M1. m j ter --
. . - I - .. - y Ao
. — _...
iStops ' - 'v a Sp I � - Ij •� I . � - - - - - - - - - -- � - _ _ _ Du
(TYPO ^w :r � °cPs ., I _ _ ` _ _ _
' Building 33 i t I I a I 12pR -1 I _ _ D n
.-• Carolina Plantation
t Buildi i °` � . w . wild Sand Filter #2 ' i I I it g —
- : Development Corporation
I 1 24"Conc D B 3370,Pg.801
I I �1 I I i ( yp ) Irrigation Pond
I I Ilg2 1 m I 1 R /.". Ing�9 Wheel See Sheet 8 of 10 I Building 30 I WheelU do C&G T iwl R-10 Zone
F-
�"'x Common nr - - -�� a I Mmlbox 1 I Stops Common
-t•.a ''- '- :;� 24' Pod Stops a-. 22'4"
Area ':• - 5p, I (Typ) Area
' (Typ.) B-B Ex. Irrigation
" I Stormwot •" I `
N58045'21"E — I Buffer — O '., _ _ .. — T
— — — — Pond
70.40' 50 MBI. 50' MBL 9R _ a m p ,,,0 50' MBL ..
o Common '=TIT,'I P m > 77
a v 9b q
ePP m Area N H i •-1 B?O I F F 40 Spaces � o, ♦_ 20'
3 4 '+ I Wetlands 1 •• B w` 3 Asphalt
P'Q .14 _- r: 24"Conc. m 24' ..
sCFm;t $ ' Line(Typ.)�C•• ` ^ 24 P East MurrOW LaTle(Privnte Drve) �� B B
— — — , — — — — — ~ v) 124'R 112'R 3
' re 30' B-8 m _ `" 540052 24"W 34.62'
5 T. — — �.t� _ 2i ePP nhpl .- eP�___. ohPl ohpl .. °hpl onpi caul
R/W epP ePP _ -- ---- ----- _. - ---- .. __..-- --- ---- - - -_ -_
QhQj
- h -- -- epp N49°07'36"W 521.63' ..,a
ISF N49°00'03"W520.70' JOTS 3 _ .. . . - _ _ _.._- 2-.¢gw 1 -, ',.
- - --- -
N48°35'14"W -_ - _. _..._ _. ._. _. _.. -.__ _ __. -._. - --__. ---_ ___._. __ .. _... .. . _. _ -. i _..may vop_ -__ i -_ _.. "_--•.�.,. . rn
86.35' - >x Poo
- Ramsey Road N.C.S.R. 1324 60' R/W -
—Ex.30' � / Ex 30'�� ` . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - -( — — — _ _ _-- _. .r azwcl '-
Ex.30' _. - . -- _
_ - II Back of Curb Radii
I - - -
- L
-_ —_— — — — — — — — — — r — t soa, sos, s1o, 51I , ore 5' Unless Otherwise
X �
LJ
I- — — —I ' - T ` `� ` \ 506 1 �507 r I '„' I \ Ex.30' :512 i ,513 i Noted
501, Ex.Sidewalk Easemenrt 'S02, / '503, 'S05,
Width Varies x - ' - ' Ex. Sidewalk
( ) South Pointe III at Carolina Forest
� Easement
M.B.62,P9.81 Special Requirement Site Plan
"k TRACT DATA (Width Varies) P 1
R5-7 zone PARKING DATA: THE BURROUGHS SECTION II
o, Vacant . . . . . . . . . . . . . . . 2 S aces/Bedroom Unit
°�O• - 66 AC Parking Required . . . . . P 8 . Wetlands line taken from, a map titled "TRACT ON R..�'ISEY 18. Sight distance easements shown hereon =.`.all remain
o Acreage in Total Tract 60 Units = 120 Spaces
ROAD NC_R ' 324" by Parker & Associates Inc. dates 04/07/09. as property of homeowners but shall rer.ain free of AT CAROLINA PLANTATIONS
NOTE: Acreage in Open Space Requirec 1 . 50 AC 1 A PLANNED Parking Provided . . . . . . . . . . . . . . . . . . . . 150 Spaces 9_ 5' access easement along all lot lines between bn-)din s. all structures, trees, shrubbery, and signs, except
N Contractor shall insure that he and all his workers(contractws,subcontractors Acreage in Open Space Provvidec ; .5± AC - g g utility poles, fire hydrants and traffi= control
NNEDRESIDENTIALDEVELOPMENT
and other site personnel)do not damage construction stakes or other measures Acreage of Land to be T� Drainage easements are reserved over each lot, bc_ signs, which could restrict driver's vision.
used in laying out the project whether by the Engineer or another entity including Disturbed . 1 AC BUILDING DATA: outside anv building, for building, & storm drainage. 19. Stop signs shall be Rl-1, 30"x3C" 1-.iah '-.^.tensity Jacksonville Twp.,Ons!ow Co.,North Carolina
P Y Number of Units 2 Bedroom Units Existing Building S.P. g parking pond) will be
� those under the employ of the contractor.Coniractorshallcausehisworkersto � ;r_ � � � . . . . . . . . . . . . . . . . . 7 '_- Common areas (including drives, arkin & diamond rode reflective, installed on a breakaway. . . . . . . . . . . . . .. . 9 9 . . g Y Owner/Developer-
observe and verify to the fullest extent practicable that stakes,other measures Proposed Building S.F . . . . . . . . • . . . . . . . . . . • 6F,, J'1.4 SF maintained by The Burroughs Homeowners Associations. or two piece "U" channel post, 7 !,sever.. feet above Carolina Plantation Development Corporation
and grades are,or appear to be,accurate and correct,and immediately,but prior x
to any associated work,notify the staking entity of arty potential conf lilt,error Zone F. _0 F��ess easements are reserved along the private c_ives adjacent pavement height to bottom of sign face, with
or question regarding the work.The Engineer shall not be responsible if all of the Existing Use . . . . . . . . . . . . . . . . .. Cscent NOTES: ..o the sand filter & 15 ' around the fence surrounding the a horizontal clearance of a minimum of foot from P.O. Bo 7122
m above measures are not strict) adhered to.TheE Engineer shall not be responsible Proposed Use -and filter. existing pavement edge to outermost part of sign. Jacksonville,NC 28540 ', ,s•'r
y ng p P 'ownhouses 20. Street signs shall be engineer grade reflective, 910 455-6956 a
,q where due to damage,his staking can not be verified.For critical or costly Number of Employees 1. All drives to be
i„A �.rrxvate. 20' utility & access easement to be centered over all water & installed on a 2 3/8" O.D. galvanized post using same
components of the work,where the contractor believes that staking may not be Hours of Operation . t. A 2. All drive signs a, e provided by owr,er. sewer mains & 10 ' utility & access easements to lie centered vertical and horizontal clearance as st_o sign.
reserved,the contractor shall request the stakingentityto lace staking m an
0o P P Water Service . . . . . . . . . . .. . ONWASA 3. All drives & arl, n to be asphalt . liver all water services u to & including water refers &
area where its preservation can be insured. ' ' ' ' P - 3 b P g DATE: 01/08/13 G ALE'
Sewer Service . . . . . . . . . . . . . . . .. . Community System 4 . The site is not -fected by any spe( �ai. f-. ,od hazards sewer clean-outs. GRAPHIC SC ram_
a per FEMA Map CPN t70340 4379 J(Ons o , Co. ' Development area is partially wooded. AA 0 40 80 120
MEMO SEEM
Tax Map 338, Parcel 18 . 60 (P_N #437904616868) effective Nov. 3, 2005. No N.C.G.S. or U.S.G.S. monuments within 2000' or site. SCALE: V=40'
Deed Ref. : D.B. 3370, Pg. 80'1 5. There are no Area-' of Environmental : r :e as Al! radii labels to the back of curb unless otherwise noted. Q� FEET
T l'+r�L� defined by the Cc -stal Area Management Ac ("'AMA) on tGi.s, site. lot Lines for buildings at 1' from sidewalk, Fror._ of building Field Book:Carolina Plantations,Pg.16-18,22,31,34-35 Parker & Associates Inc Ho
SETBACKS 6. Boundary data per survey by Parker & Assoc ates, at il ' from front lot line. James II,Pg.39 Consulting Engineers - Land Surveyors — 'Land Planers �� riA
Inc. dated Decemlur, 2008 and Computed Information. GPS File:car plant topojames,car plant topo Mick,cptopoa, P.O. Box 978 — 28541-0978
Front Yard . . (Off Edge of Parking) 7. Topographyshown -s from, a topographic survey by Name:
cad#cppondtopo,cptopo5,cptopo,cptopo2
" . . . . . . . . . . . . . . . . . 308 New Bridge Street — 28640
" 1 t Disk Name: ACBu#Burroughs
----
_ Rev.05/08/13 BLD-Plot For Signatures _ _ buildings)
9 Side Yard . . . . . . . . . . . . . . . . . . . . (10' between Parker & Associates, Ins. dated 12i_i,/09 and Updated JacksonvHle North Carolina
Q Rev.03/21/13 ELB-Revise Entrance and Buildings.
Filename:The Burroughs II6en.dwg BLD/ELB Sheet 2 of 10
Rear Yard . . . . . . . . . . . . . . . . . . . . . . :. ' August Thru Deceri�er 2012.
- � -- Rev.02/04/13 BLD-Add Building#32,Move Dumpsier5,Revise Per PAI Review Job No: 5120502-5384 Phone [phone] — Fez [phone]
Firm License Number: F-0108
ri
_ r

Drainage Pipe Chart Carolina
Sediment Trap Chart OUTLET Plantations
Sediment Disturbed Volume Size AREA Q10 DIAMETER GRADE LENGTH VELOCITY
Trap Area (Acres) (Cubic Yards) (Length x Width x Depth) PIPE (acres) (cfs) (inches) (ft / ft) (if) (fps)
Site Ramsey
ex.chain Tract 1 0.32 43 29'L x 10'W x 41D A 0.30 1.1 12 ' RCP 0.055 36 --
link fence \ The Burroughs Section 2 0.53 71 48'L x 10'W x 4'D B 0.37 1.3 12" RCP 0.021 84 -- F NOS.R-1�q
\ - �• t rids at Carolina Plantation 3 0.22 30 21'L x 10'W x 41D C1 0.14 0.4 12" RCP 0-.015 20 -- Western Boulevard c P
\ \�,• \\ M.S.65,Pg.49 4 0.28 34 23'L x 10'W x 41D C2 0.31 1.2 12" RCP 0.0025 120 == N.C.S.R.1470 Vol �v
5 0.20 27 19'L x 10'W x 4'D D 0.14 0.9 12" RCP 0.0034 50 m�
existing \ '`� 6 0.14 19 13'L x 10'W x 41D E 0.26 1.5 12" RCP 0.0031 64 --
woodsline , \ \ 7 0.08 11 10'L x 10'W x 3'D F1 1.21 5.2 1811 RCP 0.012 88 -- Jacksonville
Rio Remove Asphalt \ RCD j \' -\- \ 8 0.13 18 13'L x 10'W x 4'D F p 1.21 5.2 18 IT RCP 0.01 40 -- Commons
s. andCABC.Grade _ •�- \ XO 9 0.13 18 13'L x 10'W x 41D G 0.19 0. 6 12" RCP 0.0028 107
8o,a Thi9 Area toSlope \ / 1 op •' \\ 10 0.07 10 10'L x 9'W x 31D H 1.62 7.0 18" RCP 0.007 55
dam•} at Uniform Grade \ pRCD °fBOhk \ 11 0.11 15 10'L x 10'W x 4'D I 0.15 0.5 12" RCP 0.214 28 -- 't!c- Bn° J
12 0.33 44 30'L x 10'W x 41D J 1.77 7.6 24" RCP 0.0035 30 4.4 S4' °ob
45.0¢ \ • \ \ \ �lr K 1.77 7. 6 24" RCP 0.005 54 5.0 J"OBa
/ ggerm \ ex.asphalt Q \� \ �� Design Standard - 133.3 CY Sediment Trap Volume per Disturbed Acre. L 0.59 1.6 12" RCP 0.023 110 --
Or drive M 0.77 2.8 15" RCP 0.007 108 --
X
Berm With3'Top i.- S0 y \\• ImaOut \ �lr SwaleCalculatlonsChart N 1.31 5.7 18" RCP 0.007 168
and 5:1 Side Slopes FFS \ \ 40.2 \ �•r� 0 0.43 1.6 12" RCP 0.057 35 -- do
(Typical) ` Ih Ih \ \ Qp \ O Area Q10 Side- Channel Velocity Velocity P 2.05 8.8 24" RCP 0.003 28
44A 03 q30 46.0� \ `' Section (acres) (cfs) Slope Slope (%) (bare) (fps) (grassed) (fps) Q 0.18 0.7 12" RCP 0.156 16 �.A a � Z,P
'Swale rm CB ` 1 - 1 0.30 1.4 5:1 0.0076 2.1 1.0 R 2.23 9.6 24" RCP 0.0055 36 5.5 F/,y, 1) U'
45. ToP44.7 / O 2 - 2 0.53 2.3 5:1 0.007 2.3 1.1 S 2.23 9.6 24" RCP 0.004 76 4 .9 2q/2 p o
/ T 4 D 44.5 FL44.2 \\ / ., 3 - 3 0.28 1.2 5:1 0.014 2.5 1.3 T 0.27 1.6 1211 RCP 0.0025 74
S (II link fence
p 4 - 4 0.18 0.9 5:1 0.020 2.7 1.3 U 0.37 1.9 12" RCP 0.004 284 1� NC}tighiva a_
�y •• \\ O� 5 - 5 0.36 1.4 5:1 0.0048 1.7 0.9 V 0.87 5.0 18" RCP 0.003 44 == N Y24
� r a'p \ By Pass ,\\ r5 W 0.91 5.2 18" RCP 0.003 30 -- r�s NCI-li
' / Q=ciA Friction Factors X 0.21 0.6 1211 RCP 0.003 101 New River` eft p yes?• \ See Detail \\ ? �( 1'�Q 9h y24
Install Silt
�+ ® O \ P • 38.4out n C=Varies =0.02 Bare Earth Y 0.21 0.6 12" RCP 0.003 43
Ferae r / g P \ i10=7.17 in/hr. n=0.05 Grass Z 1.14 5.7 1811 RCP 0.005 18 4.6
at Disturbance Limits , ,o•' " �d \ ex.chain \ ZZ 1. 14 5.7 18" RCP 0.008 26 5.6
\ � v=1.49 R 2/3 s 1/2
link fence n AA 0.36 1.2 1211 RCP 0.0038 53 -- Vicinity Sketch
Note: BB 0.38 1.3 12" RCP 0.012 16 4.5 Not to Scale
43.0 �'ryo,;SO, 1. See site plan for typical section locations. CC 0.38 1.3 12" RCP 0.0125 19 9 .5
Berm ram '\\ j,, ^ \ \ \ W_ ���� eyi DD 0.40 1.5 1811 RCP 0.005 156 3.7 General Notes:
o, �\ (i e„ 1 top 44.8 EE 27.2 57.0 42" UFAP 0.007 56 9.4
• Remove Then Relocate t` inv.41.6
"�•y \ /// ♦,. h• \ o/ FF 55.8 105.0 54" UFAP
Install Silt Fe e Fence After Pipe and 0.0036 56 8.4 1. Topography shown is from a topographic survey by Parker&Associates,Inc.dated 12/10/09
\ `` ` _ �^+ t �• \ \ \ nc m/ /
Headwall Installation .��/ / c an dated Au
at Clearing Limits qt ,( Q �• P g
2-egw N¢ . d U August Thru December 2012.
4=CiA and
area is partially wooded.
\/O \ etlands \ \` I V. / e+ I - 11� c=Varies RCP = Reinforced Concrete Pipe 3. All easements to be drainage and utility at dimensions shown,unless otherwise noted.
\ . \ Li YP•) eY / xN~ The Burroughs
40.2 a � i 10=7.17 in/hr. tc=5min CFS = Cubic Feet per Second 4. There are no Areas of Environmental Concern as defined by the Coastal Area Management Act
° - ti Section Int
• \� ` �� v - \ \ Inv.Out j�•S,Qv� / at Carolina Plantation i10=4 .2 in/hr. , tc=30min (Pipes EE&FF) LF = Linear Feet (CAMA)on this site.
Garland W.&Sue C.Tutor � o- � � \ ,p ah� %� G•N / M.B.60,Pg.200 FPS = Feet per Second 5. Stormwater from this project drains to an unnamed tributary to Half Moon Creek which is
D.B.1598,Pg-566---- , ,�� n] f 4 '♦ `re o �\\ By Pass / \`� 4B7 / -{-, ���',,,/ UFAP = Ultra Flow Aluminum Pipe classified asC;NSW.
M.B.35,Pg.154 . , 6Q o m -_ o Z` \ `reP rY'� #Z 46.2 '� 6. For additional information,see rest of plans.
h \' See Detail \ \ Remove Existi '`\,'
_ 4� lofp \ q p \ cw,h mod * rid . ., NOTE: 7. Boundary data per survey by Parker&Associates,Inc.dated Decemeber,2008 and Computed
Berm •. \\;1. _ --- -�` \ o t` \ 'PR,y ph Road / /',, V 1. Contractor shall use invert elevations shown on plans Information.
\\ FF •� 7 Headwall Pmnllel To �\ \� �� for construction. Grades shown above are rounded. 8. Wetlands line taken from a map titled"TRACTON RAMSEY ROAD NCSR 1324"by Parker&
O
RemoveAspholt.MuckandFillDitches j/•+ �j3 ' „� _=. \ j� Yr.w/1RF 46.2 Road With Wing Walls `�- ,._ �6 2. Lengths shown are from centerline catch basin to centerl* �urroughs Section I-B •� Associates,Inc.dated04/07/09. -
With Compacted Select ,AA V \. v`,yr p' �ff,___ O Top 45.0 / T 45.0 e+\s \(/ �: •i; ^ catch basin. Actual lengths of pipe will vary. At Carolina Plantations 9. Drainage easements are reserved over each lot,but outside any building,for building,
\ •S .c. 16,
\ \ Inv'40.7 / \ Inv.In 6 �O� Site Benchmark M.B.62,Pg.161 /' landscaping&storm drainage,Water and Sewer.
460 Q1 O _ t '( \`• P rig ^ag .
= s�°jo\ 1 � /�2 qS 36.9 n \ / Q �lr 10.The site is not affected by ary special flood hazards per FEMA Map CPN 370340 4379 J
,o o �yyp '•T e �� St O Bolt in Fire Hydrant nearest M in ` /�lj•� (On slow Co.)effective Nov.3,2005.
Berm With 3'Top ° `'�,\'. " �`� N 46.4\� \ " " = h I Ablb and 5:1 Side Slopes \ / \�� ,�a buildings 2 &24 •;?� `�O. 1.Inverted crown in parking lots shall be m middle of drive.Plans drawn a little off-scale to show it.
ay. �! Mueller between bu 3 e V \\ � 1
\' ` 45.9 t� / 46.0 CL e b (Typical) ur °+ \ \ \ ok�j I In The Burroughs Section I \
and 5:1 Side Slopes \v vA\ - . _ !! t�
11
(Typical) / - / O s• �� _ _-_ Berm .\ °^yi �j. \ I E
�\ . S -'-� O• dC e I Bid• Inv.48.87.Datum NAVD'BS ai
\''., 64 / ^o h: O �n�In 46.5lL ,hh� �•T°t ' �_� ._..l ere y� I r? 11d g5 a . 1 Ex Builds - 4-
l 1
< \d
�� � �`7
`' " t` N / s Go\ ll+ / �'. ; - "1• YI w/TRF Swale `� [[ \. \+. \/ 1� - - v I I- --- -- -- - -- ` IN e+
41
.0� • .\, ,1, �,,j . Po- y � _ i P r" S � �c -�- - I x r� ,J
< 7-
46.0 %i - ulI p /i. '� .41,1 A \ �_- ex, ex.Swale
/ ill o wale -_. - _ r.
g09 o- \ ST# r• V� -. _.-__ ... _
SwaleR© YI w/TRF \ \\ Berm With 3' Top - --_-... ... ex. erm ex.
-47- r (�, J �48.4 o- •� I ;;,A .f s ex. Berm With 3' Top Install Silt Fence
vo. 43.5 \ and 5:1 Side Slopes berm Wztlards ex sidewalk -
Berm 4' Combination ,�.P - f p yj � �� /_ t \ST#8 Inv.41.0 fTYPical) and 5:1 Side Slopes at Clearing Limits sf 50'
Curb/Walk(TypJS _ `er - �i _ ,. \ tl I Inv.Out (Typical) Cream Lire(Ty 3.) ornx4f -
q O </ l ' Wetlands \�.. �.. Inv.Out 40.0 Inv.Outer Wetlands buffer er Legend:
3 a>8 \- 46 9 x • •s 7.4'l U F' .�� FF�B�! �t4%� 11 ,�• RRA •'� 4 RRA 42.0 _•.�1.. T� �-- rile �__ -_ +."_ `` eyi top 46.0
a ST 4 __�_
d' • - i --
RCD - L - •.'-� r -. _ _ � , ex.Swale
-• - / _ :�'a 2.0 - /' �. o �-.. t --- Centerline
Top of B6 ex. w.42.5 _ �_
YI w/TRF 46.9 i; I I T Berm xdll 5.9 - 10' ��' -�_ C&G-Curb and Gutter
'� �- - landseaplrg Do Not Disturb ex.berm
Berm - - ` r� •S �- -� P 46.1 �:/, 44.5¢ o` r 4 CL 85.9 rL ~` �-. _ Existi Landsca i ❑CB-Catch Basin
____e... ___--__. -. -�__ Im.43.3 -i c, m. r"I •� 6.5C1, a �_ n9 Pn9
-�• ., _ Swale /o �, � RCD C Berm m ,"„ q �.•`-_._ Cona.-Concrete
_ s• 4' Combination _ ti "°
• -- 4 .7 4�4 - o l,'i a Z s _ D.B.-Deed Box
Berm With 5' To - - ._ •T•f- p� Top 46.0 Curb/Walk(TYPJ YI w/TRF O�• "-1_ 46.9 ~ ~-- 'A rl :o " (� � '- "�� 46.5¢ I __ " --• .f-• `� _ �_
P 47.2I• I e �- " a 1-egw-Existing Guy Wire
- Inv.43.0 Top 46.5 47,5 �� --- - I: ••; d _ 4q Berm 5:1Swale, 44.9 y
and 5:1 Side Slo / t ''��` 48.0 48.0 48.0 48.0 47.0 4� ."�, d w/ Swale 9
�B e e } Im.43.5 C&G q YI n ;a a Edge
Power Pole
exists a -'• ,/�S - ..__ !'•, (Typical) \ 48 q� 6.9 `� ••I�,��m I To TRF' Swale ° " ST#IZ .5 -
47.5 47.5 47.5 \_ _ I,II�
' n9 / -- - _. . . .. . .: .•- .. ,.•r•. v• - :-- • -: : .7 \ 6 1 � I�44.5 O i�i l 45.6 eop-Edge Pavement
woodshne ST#2 -» _--� _-` - • _ - 4 •0 } 4>2 47.8 '�--- 4S8 15' it r Idv.Out _` _42,5 \ I. B Pass YI#2 -- - - - - _ - - - - - - - _ Swale - erm 5p. Carolina Plantation - ex.-Existing
Swale B
i- •.. _ - _�C - I 45 II r 38.6 . 3o I cxt _ - Y -See Detail ✓ -
C) Develo meat Corporation' - 47.2 Storn � P P FFE-Finished Floor Elevation
iva
f 337
2 y - •5 I � 1h I ij � �` -? - _- - By Pass YI#1 ._ - I _ .-: . �r_ : _ � '�?-:;. , - = 47.2 46.7 Buffer � ©Q D.B. 0,Pg.801 FL-Flow
�:. -"_. / ,/, �' i, o ;j, •i .,i %i - 47 Ica/ &�` ri`. - •.S .r: 46.7 IrriationPond -
v 8 "Tn I, I '/ etail -=•,i - - i,�,: 9
s -
Inv.-Invert
_
49.0 ex. brick p� �. -% � nv Ulld 4 •i '
o- � , ' g /; / 2 c /11,�,1 p I I � /% fin/ a � M.B. Ma Book
Berm with meter h �� �� " '/ To 46.7 0• •( .o �� y J �. - i" -I P
i, =( Dum ster
i � ;�i /' � /.� - iiull •n ii�; P 25 46.2 °t i ;Bk�lldln '/, � -i,%: �- P
box - FF 49A /.;' 'i C; ', 2, :% �% Inv.42.2 w q6.8 Cl m ''i g �9 - �i;; i,- :;�; _ P Page
k a g .'.� I I FFEk8.0 (TYP-) Q EX.�a 9-- a9
_ /i� I FF �.,; o` Pad1 i 1 _ -!�'. tt2 '-'�" ' F 8.0 / . ';ii� �i, /;a rcp-Reinforced Concrete Pipe
MuckandFill _ � : �49.0 /, /, . 45 Cy+ %- � - i -'.;/ .� �- ,i,- /'i,�„ ' 46-0� .: Irrigation
_ Existi Ditches k= ? :,:� ,/ 46.3 � 0 3' / i�.f�; 46.3 BB %=�1" . i'-'�� 46.0 ' ,, , , - V C&G g ® RRA-Rip Rap Appron
- s ; .: _ /. // . - _ i %/ i - Swale
LLLJJJ _ o - �� Swale
�48.X � 45.8 46.0 CL � � YS - v I _ 4 . __.. , ; ' 46.0¢•k _ / .. = Typica POTICI R/W-Right-of-Way
= • ,• _ -
' •"'-• �. Berm I ° ' • Swale � s- Do Not Disturb x 45.0 Spot Elevation
48.1 46.1 n, I YI w/TRF �- P
e T is Area --- 47.0 - P 1 - _- - - - _: • . Existing -
nv.In 45.8 47.6 47.6 / 11 6.0 Top 45.0 c EE 4 6'� #-` 47.0 - .47.0 47.0' _ I� 4 46.7 x -_ -Top of Curb
°-• To Flow To Swale Swale c - B 46.3 46.6 1� 1 47 46.5 46.5 ---48 -,-- 2 Landscaping
m at 27 Min. -•-�-___ �'-.~. _ 1 ST#i RCD /' -L_. : d \--- q S = �" YI w/TRF 46. 1 I 46.5 - }9 Landsw i 44 5 Flow
--_------ Swale Im.42.8 -
cs, T----' --'�----�.�. YI w/TRF -� I .- S � � TRF-Temporary Rock Filter
e 46.6 .J'-( ¢- « •3 w ,,wok Top 45.5 ' 1 46.2 -
P ex.asphalt 47.5 ft a CI A Top 47.3 Berm With 5' Top I Swale 01 I ,•:' L, j `7 I $ \ _ _ YP--a YP net
Swale -� Inca.44.0 w F l _ �-\� Swale Tom__-___-e fi + � Inv.42.2 OW 46
drive and 5:1 Side Slo Berm H� = c _ .�. �- -- •�' -- --- �- T 0 v� YI Yard Inlet
"� " ."b. �rar°:e`• •.e�.v Oberon p• U _^' -- 46.7 - Ica
7.
wv •v•°wv•v a"J „o";"n.bm� '°en v�b.e`°.°.".d' ee, .°�.:;•.ate � 1'6 -Adjoining Lot Number
51.5 ft 51.5 rL 52.0E 20' To 50.5 49.5 20' To 49.0 46.1 - L ` 46.3
/ �, 48 48.6 50.0 4 . _ _
PP Berm Berm Berm �n --- epp Berm Berm 4 . 8.1 Berm i Berm rL II;( 45.6 45.6 - 46.3 �_ 47.0 - _¢ 45.8 - P1- -�h - ,
-_R/W ._ B- Berm Berm 45.3 45.8 Muck and Fill .-. 46.5 .._ __ _. _Concrete
- --47� -- 4 4-- RRA - - -.. -� Existing Ditch -n
46-
RCD -
- - �- -' �dG-- Headwall Parallel T �T- ��- Ta er Roadside Remove G
ex.eo Inv-46 P C&G YI w/1-RF --47
-" '- inv.41.58 41.04 Road Wit Wing Wa 2-egw Ditch all Gu 'O R Inst
a 47.5 ex.24'« Install Silt Fence Berm With 5' Top C� Inv.In -�- To 45.6 YI w/TRF YI w/TRF (Typical) � ate. wrier To emove G� -Pipe Label
z y ex,�4 - <� T 45.0 Inv.43.0 Lanscaping and Irrigation O
Swale asphalt road at Disturbance Limits and 5:1 Side Slo 44.2 48.1 47.3 Inv.Out asphalt Inv.in Top Top 45.5 -� Lines From ExistingBerms
47.6 46.6 43.4 a' �' 39.0 Inv. Inv. --------'----------------------------- -----------
ex. - � -Wetlands
a 1., rand Install Silt Fence ,
eop Stabilized Bea 5 With Top ` > CI "t d S F
Remove Asphalt Drive See Sheet 5 of 113 e - ------------ -a. r - Limits an en
.- Construction Slopes -...-... _- --- ------ earingLi
and CABC.Grade To Drain -- -- i for Island Grades " -- -'---------
-. .- .inv._ .. an '1Sd3 Silt Fence
Create New Roadside Ditch Ramsey-Road N.C.S.R. 1324 60 R/W Entrance 41.35 4149 (Typical) �_ ohpl -Overhead Power Pole
R/W -p -- - -r -T -R/W - ----._.--__.. - - y-YAUU4tQit}yyhs
4
I 4
it
I
- - - -- - - -- -�'--- - - -- - - - - - - -- -- -- -- - -- - - - --- -- -- - -- - - -- - - --- - - - - + - 508) 5091 510, 511 , 7 _ �
SE
I 501i` \ 502i / 503�� 505i \ '506i I �. 807, I Sidewalk I I I I 512, j$b75 Z'
` -- - - _ . - Grading, Drainage, , -A 16 7 2 i
Ex.5' South Pointe III at Carolina Forest TRACT DATA a ••F ���•• °r
Sidewalk M.S.62,P9.81 Erosion and Sedimentation Control Plan a,�0•'•.�,C,n•P ;,.•'•.�P,'`
EROSION AND SEDIMENTATION CONTROL NOTES: o. Fine grade streets.Place CABC over compacted subgrade. Contractor must conduct and ass a roof roll Total Area . . . . . . . . . . . . . . . . . . . . . 7.66
m 9 P 9 P P Permanent Seeding THE BURROUGHS SECTI 0 0
N 1. Construction Sequence: test,on the subgrade prior to installing stone,and on the stone prior to installing asphalt.The proof roll Common Bermuda Acreage in Parks or nnnitnt��
A. Notify Engineer,Owner,and NCDEM2 prior to beginning construction. tests shall be conducted in the presence of The Soil Engineer.Density and thickness tests on subgrade, (Unhulled Sept.1-April 1) 100 lbs./ac. other land usage 0 AC AT CAROLINA PLANTATIONS
NOTE: f)' ng P be9 ng stone and asphalt by The Soil Engineer shall be conducted and approved and tests results submitted to (Hulled April 1-Sept.1) 75 lbs./ac. g • • • • • . • • .
M Contractor shall insure that he and all his workers(contractors,subcontractors B. Clear only the area necessary to install the construction entrance and silt fence.The remainder and bulk Engineer. " Number of Lots 58
s n9 Rebel" Fescue 50 ms./a<. A PLANNED RESIDENTIAL DEVELOPMENT
and other site personnel)do not damage construction stakes or other measures of clearing is not to be done until instillation of these items has been completed. P. Complete fine grading of landscaped areas in parking lots and around buildings. Rye Grain(Sept.1-April 1 only) 50 lbs./ac. Minimum Lot Width . . . . . . . . . . . . . . N/A
used in laying out the project whether by the Engineer or another entity including C. Sediment control measures are required to be installed at the earliest practicable date after start of work. Q. Maintain erosion control measures as needed to assure full funetionability. German Millet(April I-Sept.1 only) 50 lbs./ac. Minimum Lot Size N/A Jacksonville Twp.,Onslow Co.,North Carolina
those under the employ of the contractor.Contractor shall cause his workers to Grading operations shall begin at low:oints,points of outfall release or at other locations of where sediment R. Install asphalt surface course.Soil Engineer to witness laydown and test for thickness and density and Temporary Seeding Average Lot Size . . . . . . . . . . . . . . . 1,219 S.F.
bb 3 observe and verify to the fullest extent practicable that stakes,other measures submit results to Engineer. Dec.1-April 15wner/Developer:
.� control measures are shown on plan aid the sediment control devices(silt fences,diversions storm water P Smallest Lot Size . . . . . . . . . . . . . . 1,093 S.F.F Carolina Plantation Development Corporation
d and grades are,or appear to be,accurate and correct,and immediately,but prior S. Temporary or permanent seed,fertilize,and mulch all disturbed areas after completing any phase of the Kobe Lespedeza 50 lbs./ac. +
to a associated work,notify the staking entity of o potential conflict,error treatment areas,etc.)shall be installed before or simultaneously with the grading of any area draining to the grading work within the follows time schedule. Linear Feet of Drives . . . . . . . . . . 1,843 _ L.F.
% fY n9 'h' any P 9 n9 n9 Rye Grain 1201bs./ac. P.O.Box 7122
., or question regarding the work.The Engineer shall not be responsible if all of the device. 1.Slopes steeper than 3:1 and perimeter dikes,swnles,ditches and slopes,and areas near HQW waters Aril 15-Aug.15 Proposed Use . . . . . . . . . . . . . . . . . . . Townhouses r5"'' p.t
• above measures are not strictly adhered to.The Engineer shall not be responsible D. Install stabilized construction entrmce prior to beginning construction. -within 7 days; German Millet 40 lbs./ac. Existing Land Use Vacant Jacksonville,NC 28540
o where due to damage,his staking can rat be verified.For critical or costly E. Clear and grub entire project area-gaul off all cleared debris.No burning allowed. 2.Slopes 3:1 or flatter,and all other areas with slopes flatter than 4:1-within 14days.If temporary Aug.15-Dec.30 Water Service . . . . . . . . . . . . . . . . . . ONWASA [phone] 114
0
-
v components of the work,where the contractor believes that staking may not be F. Install silt fence where shown immedately after clearing. seeding is used to temporary stabilize an areas,upon final grading of the job the permanent seed, Rye Grain 120 lbs./ac. Sewer Service Communir y System
a
reserved,the contractor shall request the staking entity to lace staking in an fertilizer and mulch shall be completed.See detail for seeds s ecifications, • • • . • • • • • . ' • '
CO P rig P G.Construct sand filter(do not install sad)prior to start of site grading to act as sediment basin.Install skimmer P P . . . . . . . . . . . . . . . . . . . . . . . . . . .
m area where its preservation can be insured. T.Upon complete restabilization of entire site,contractor shall remove all sediment from sand filter 3. Contractor is responsible for complying with erosion control permit conditions and Zone R-10 DATE: 01/08/13 GRAPHIC SCALE: 14
at Filter Outlet. basin and install sand and complete sand filter construction. NPDES general permit conditions. ,.__------
PRIG ED:1 i
�' H.Install Rock check dam and sedimenttraps prior to constructing swales.Construct swales and storm drainage piping. 2,Seeding Specifications: 4.Contractor is responsible for removing sediment and restoring the stormwater pond 0 40 80 120
I. Install sanitary sewer mains and serves. Apply lime and fertilizer and work into 4-6 inches of soil.Seed mixture shall be distributed uniformly and to original design conditions.Contractor shall amend measures as required to prevent SCALE( lrr=4'0 r
a PARKER & .-),SSOCIA TES INC J. Install storm drain pipes and inlet(Wch basin)protection. covered with a clean straw mulch.All mulch shall be crimped or asphalt tacked to hold in place.Material and accelerated erosion from taking place on this site,until site is restabilized and F T
b CONS1'LIINGENGINEERS LAND StRI'EAORS 1.,iN0111_4NNERS K.Construct BuildingPods. application rates as follows,and are generally considered minimums.*Mulch rate to be doubled if crimped": accepted by,Engineer and Owner.
q Material Application Rate 5. Upon restabilization of all disturbed areas and swales,contractor shall remove all Field Book:Carolina Plantations,P 16-18,22,31,34-35 Parker & Associates,o e i ate s Inc
.
°i F.O.}304 976 JACkt7nN'1'1}.1.,}: MC 2ti541-0976 L. Rough grade drives and parking.Hauloff all unsuitable undercut materials. Lime 3000 lbs./ac. temporary 9 9 g g s ins Baz'1
w tem o erosion control facilities and grade, rocs,mulch,and restabilize the areas. James II,P .39 Consulting Engineers - Land Surveyors - Land Planners °•)°p4 ��
Rev.07/22/13 ELB-Revise i AA,CC,X,Y and M. Install water mains and services. Fertilizer 10-10-10 750 lbs./ac. 6. Once contractor has completed job and site is restabilized,the developer shall be GPS File:car plant topic ames,car plant too mick,c to
pipes 7 . ( ) j P� P P j P P P Pon• P.O. Box 978 - 28541-D998
Rev.07/09/13 ELB-Change Entrance to a Right In/Out per DOT and change length of pipe DD. N. Construct buildings. Mulch 2 tore/cc. responsible to maintain the restabilized areas until time when the lots are sold or cp.pondtopo,cp pond topo,cptopo5,cptopo,cptopo2 8 Street - 28540
v Rev.05/08/13 BLD-Revise Swale Behind Buildings 32,34,Revise Grades In Front of Building Building 31 Asphalt Tack 435 gal./ac.(Max) developed. Disk Name:Acad#2205 SO New Bridge
7. For additional information,sees specifications and other Ian sheets. Filerame:The Burroughs Ir Gendw BLD Jacksonville. North Carolina
Q Rev.03/21/13 ELB-Revise Entrance,Buildings,and Grades. P P g g Sheet 3 of 10 Phone [phone] - Fax [phone]
Rev.02/04/13 BLD-Add Building#32,Move Dumpsters,Move YI at Pipes 6&H,Add Pipe Cl,Revise Per PAI Review - Job No:5120502-5384 Firm 44License Number: F-0108
c
I

�\ d \ \ \\ \
A a Bypass Wall
Of ex.chain
24"RCP \ \\ n� \ �-link fence
24"RCP Inca.Out oil
--�- 40.0 o \ \°pOf \ /j
-� to Sa Fi ter
rom ar irg of I
Precast or Concrete 5'x5' Inside CL �! P
Block Catch Basin A- �'n Dimensions _ •" \ \ \\ \
A \ \\ \ GPS Grid North
y J •.\ \ \ \ �\�\ \ ex,jurisdictional stream NAD '83;2p07 Adjustment
Wetlands j � _
PLAN VIEW Line(Typ.)
CX
\ \ \\ \
NOTE:
By Pass Wall To Be 8" vkw M Install Silt Fence \ \ \ \ ex.chain os4 5.016 I
Cost Iron Yard Inlet Wide Solid Block Wall \ \ \ \\_
Frame and Grate �� at Clearing Limits \ \ link fence Inv.0ut
Top 44.0 �� Q \ \ \ \ \\ \ \ ex.ditch - - ' .. -•__
yo y Inv.Out RRA o O \\ \\ \ 'i Top of Bank FF
By Pass Wall Top 42.8 � oo \\ \\ --
24"RCP; i \9.0 RRA ;
From Parking ¢Inv. v4 Solid 4" Q Im.Out \ \ ' ..-.._..-.. -
[Ir Z4"RCP SCH 40 PVC 3nv. \\ \\ \
24"RCP to 8.4
Bypass Outlet d' \ \ \\ -_ =-.. �38 Bank
Curtain Drain �` \ -� Top of Ba •_
Sand Filter / c �(f \ \ \ ...=, �- _..-...-..- �..
�-^ � Inv.39.5 �+� ` o _____- .- _" _-- -- _-- -- �- -- -•.-'
CROSS SECTION A-A \ Pv See Detail a J` \ °Q �_ - _ - _ .. ..-..-.._ •-
\ \ \ S,•rs/ oQ,C, y �iR .\ _ - - _..-...- U OD RRA Wetlands
loe .� ..- --.."- -<3- / 00 o Inv.out Line(TypJ
By Pass Yard Inlet #1 - _ _.._..-"-' _ ,_ - - - - � 40.0
Not to Scale O \ .•- . RRA
NOTE:
Offset Pipes Through Yard Inlet To Allow For
Installation of By Pass Wall 4 \ f \ ` J/ g of
Gra e T is Area d \
To Flow To Stream m \ h \ 41e Q \ / N x CL 0
Not to Sand Filter 0. /
I
\ \\\ �- N GL N 0. N.- 39.00ut Install at Clearing Limits
3
Curtain Drain /QZ�
4' Chain Link �F \ \ Inv.39.5 I
Fence oY v28 See Detail Sand Filter Temporary Storage / c1
p,Z y C \\ \ Top of wall 40.1 Elev.42.8 Solid 4" /
\ k� Inside Bottom 38.6 SCH 40 PVC /
By Pass YI#i 3/0
Irrv.405 \ \� \ �'- \ 438 YI w/TRF _
45.0
See Detail \ `Sa 40g, 4j 42.8 I P
h4n B 4? g \ 4' Chain Link I Inca.40.7
�f .8 38 5:1 Slope c '
tE'l 2-Cleonouts Fence 8 O ra e T is Areo
�� d>>• \\ 5' Berm 43.8O To flow To Stream
S �\\ �� i Not to Sand Filter
¢ O 44.0 fL \ llt(•'Z 6„ 43.8 -
m ` Berm ��d",fl \ _ - -- - - --
R\ >p, '�eiyr
\ \ f rZ+s °rQreo' 42.8 _ _ - H
ly. ® i, Cleanout 3 � \ � Soc�rik �\ 3:1 Slope l� I -
m �7_ 4'B 4 41.8 - -
e o 5'x5'Inside Assembly d 40.3In \ 9 4l6 4QB- >j9 motr 9• \\ - - - - - -40.8- - -- - --
- - - -- -
A Dimensions - - - _ r4riye
Bypass V_ 67.T Inside 46.1
Wall 18"RCP -
RCP �- Inv.In _ it, 9' Inside 6"Perforated sock the
24" \ 43.0 \ v- _ \ Cleanout By Pass YI#2
from drive 4' Gate 1
nd Filter ''•\ >' Sand Filter Top v 44.0
0.5 1
to Sa �_ -` -�- - ''7S/ r�+'iye 70' Inside 7­0 5ee 4e ail
N Precast or Concrete _ 4�r a_ 6"Walls(Typ.) Dumpster
A Block Catch Basin \ \ - \
Sediment Chamber (Typ)
T Inside 4' Gate -
PLAN VIEW --_ 4- 71.9' Inside O Berm
-'-
\ 1 Berm
NOTE: � � - I
By Pass Wall To Be B" _-_, _--
Cast Iron Yard Inlet Wide Solid Block Wall Curtain Drain •''\ - 40.8
Inv.39.5 - - _� 41.8- a WithW�5 1 8ide Slopes 41 4
Frame and
44.0 Grate \ See Detail �'\ �f, - ` 46 '
P V \ � 3:1 Slope
42.8 I - 6 4 ?
By Pass Wall Top 42.8 It ag'I - - 46.0 rL �- iA 6
12"RCP \ ,A Berm 43.8 Cleanout v s O
_U Ii In t
-�
Inv. ••\ �- _ 43.5 -
40.5 24"RCP - - - 2-Cleanouts 3' Wide Berm Top Inv.In
24"RCP to By Pass Outlet ''•\h - - With 5:1 Side Slopes 40'3 - -
,{, Curtain Drain 4' Chain Link ./
Sand Filter N \ \ -�'-� See Detail Fence
ew Notes: 39D
CROSS SECTION A-A ' G \ - - - _ _ _ ' 4 1. Contractor shall notify Engineer 48 hours prior to beginning construction.
'a� �'"'�,•,_ - - Berm d 2. The Sand Filter requires inspection during construction by the certifying
Q,°� w°� -�.•• V �fj _ �j Engineer and upon completion requires a Certification of Construction letter
By Pass Yard Inlet #2 \ o �... 4_4 4_4_
� _ � /''• issued to the North Carolina Division of Water Quality by a North Carolina
Not to Scale "' Professional Engineer that filter is built per plans.
1 45.0 / 3. Sand Filter media shall be washed, coarse masonry sand (ASTM C33). Sand
NOTE: �" �., Swale ,� shall have a mean diameter of less than 2 mm.
Offset Pipes Through Yard Inlet To Allow For
Installation of By Pass Wall 38A =� 39c 4. The Sand Filter is to be used as a Sediment Basin during the construction
Sae phase of the development. See The Sediment Basin Detail. Once the entire
sou sr „ area is completely installed, (including sodding of side slopes and all
P Y C 9 9 P
O I .-�C�Y"" „• 1 f '%,F landscaping),the Sand Filter shall be cleaned of all accumulated sediment,
and the perforated pipe and sand shall be installed.
Sand Filter #1 39B `' t 5. Sand filter media is not to be installed and in operation until the entire
38F OF I SAL M�'�9.�3 contributing watershed is completely stabilized.
Scale 1"=10' 38F a ilk§'5 t� / 6, 6" Perforated sock the shall be ADS N-12 perforated pipe wrapped in
Top Varies 39A F ��'�vi?{�c;;•;.�?` ,;` non-woven needle punched polypropolene fabric. -
(See Plan View) Top Varies 43.8t \ tf/iy°t,4"s t q�a'- 7. Schedule 40 PVC cleanouts with screw caps with 2" square nut shall be installed
Temporary Storage Elev.42.6 Temporary Storage Elev.42.8 Cut and Remove Plastic Sheet 6" �e'(6dJtneeett of each end of filter and shall be 3"above grade.
Elev.42.5 - _ - - Elev.42.5 Soil Surface after Trench Backf ill 8. Solid pipe shall be solid HDPE doublewalled pipe ADS N-12 with watertight
Final gaskets,or Schedule 40 PVC pipe.
SHWT Elev.42.0s SHWT Elev.42.0- -�Grade
3f o� Sod side sopes 3."l
ti`' prior to installation mo 2.7' ^iti
w Cleanout '6 '4 Cleanout Cleanout 50D side slopes(typ.) \/\\/ Ta of Sand Sand Filter #1 Detail Sheet
of sand.(Typ.) P
aa. Sand Filter prior to installation of - 42.5 THE BURROUGHS SECTION II
To of Filter walls 40.1 Top of filter wall Elev.40.1 Backfill
' - 6" Reinforced concrete - - - - _ - _ - -
- walls with#a Rrbor at 40.o O 50D side slo es - - - - - - - with#4 Rebar aT iz to C Its O 40.0 _ / - _ - - - -- \ Natural Ground AT CAROLINA PLANTATIONS
TO BMP A PLANNED RESIDENTIAL DEVELOPMENT
o Sediment 12"O.L.each w La P (�') - -
a - af. P 39.5 - _ - _ -Sand _ _ _ _ _ - - - each way. Lap bars 12" - 39.5 - _ - -
Chamber bars 12"minimum into slab. prior to installation
rn - 'Chamber - minimum into slab. 2-4 Mil Min. _ Jacksonville Twp.,Onslow Co.,North Carolina
1.5' of sand '1.5' - - Select backf ill with
PE Plastic white,light re or
oB - - - - - - - - - - - - - - - - \ 9 grey, Owner/Developer:
3 - 9.0' 7.0' 6„ Sheets - . - . yellow sand only-No Carolina Plantation Development Corporation
o _ Install 6"PVC watenstop 6"Perforated sock tile ems-- - (Overlap - -
c •_ Install Curtain Drain Znstall Curtain Drain Pipe / organics,black saw,
Cal Inside Bottom of filter 38.6' - • _ topwall II jo is from slab Around Entire Sand - _ _ _ _ _ - Around Entire Sand to be 2 -Env.40.0 and dark grey card
in ') P.O.Box7122
- - . -- ` ' - - : - - -' _''° -- - - Filter(See Detail) 4�� Jacksonville,NC 28540
- - . - . - - Filter(See Detail) .- 4, -. - - = - a ,.. - -• Perforated Invert [phone]
a - 6" '... \ Trench
Insinll 6"PVC watersto longa6"Reinforced Concrete Slab with Inside bottom of filter 38 6 Sock Tile 39.5
all joints from slab to wall. 6" %'
#4 Rebar Reinforced
12"O.C.each w Install 6"PVC water stop along ,
m all joints from slab to wall. NOTE: 1' Typ. DATE: 01/08/13 ,
See Individual Filter Details For Dimensions CEP 1 7 ?2"3
Curtain Drain Interceptor
Cross Section Section View Not to scale SCALE: As Noted
y Not to Scale Not to Scale
PRINTF, �.�--- - --
Field Book:Carolina Plantations,P 16-18,22,31,34-35
- 1'4RKER & A.S.SC►Flft7'F_S INC 9. Parker Associates, Inc. Ins Bart
m James II,Pg.39 4
<."i9�'fJra.a'ING EN>;Inee.Rs LAND sultvFVORs I.a?;n PLANNERS Consulting Engineers - Land Surveyors - Land Planners 9i° aOae
Rev.09/09/13 ELB-Revise section view and add deanouts. Sand Filter #1 GP5 File:con plant topo james,car plats topo mick,cptopon, '
m Rev.07/22/13 ELB-Add Curtain Drain Interceptor around Sand Filter and add Curtain Drain Interceptor Detail. ''? .130X 976 JACK90NVILLE NC 28541-0976 c ondto o,c and topic,c to o5,c to o,c to o2 P.O. Box 978 - 28541-0978
- Rev.05/08/13 OLD-Add Dimensions To Inside Sand Filter P e P P P P P P P P P P - _ - --- - - -
Disk Name: Acad#2205 SOB New Bridge Street - 28540
Rev.03/21/13 ELB-Revise Grades. Filename:The Burroughs II Gendwg BLD Sheet 7 Of 10 Jacksonville, North Carolina - _ -
Q Phone [phone] - Fax [phone]
a, Rev.02/04/13 OLD-Add Dumpster,Revise Berm,Sand Filter,Bypass CB's,Revise Per PAI Review Job No:5120502-5384 ) ( )
Firm canoe Number: F-0108
c
N
P

-j -ex.ditch-1 _
TOP of Be*
ex.ditch
Inv.Out
of \ V \ \ \\\ Top of Bank � � I ��' 42.00 �- � �_ �� _ .®-• � /
\ Wetlands 42
Wetlands
Line(TYPO \ \ \\ \ - Line(Typ-)
/ \ ~ \ r°•°off\ \ �' Top o4 / Ci.
From
/-Wetlands 39-- RRA I Top of Bonk C{.
/ Line(TYP-) \ \ \ `- - - =ii= - 1 - RRA RRA A
42
45.5 y O a 3' Wide Berm ToP ��.a'�
3' Wid t5erm \ Im.Out o 00 IUD I / With 5a Side Slopes
(f With 5:1 s?rm Top \ \\ 42.0 m RRA RRA InstalIn ExslIRCD I I J/ at •sd
\Q' \Q' \D A de Slopes 10' From °' CL ✓�
d Wetlands Ditch
\ \ \ To of Bank 'i '^ ¢
I Q L [I 45 P $ Line(TYPO
9Inv.Out OC
C' v y21 ,�, Berm¢ m 41.0 C� I C� 0 vC� v0
L CL or CL _J L OF CL L OF
Inv.Out Inv.Out EJ 5' --••.
41.0 40.0 46.5CL ...�. -.
I 5 -. .. ...�-...
46.5 SL Fill Existing ..��...��•"��' o
YI w/TRF �__- �-� v V \ V Berm - Ditch To RCD
m
I v Top 44.5 �_._.��._. _.�.._ __44- -v I $
Im.42.5 �__ ` - \ \ c� 3
d \ Q Solid 4" a a \ ex,ditch
SCH 40 PVC } o a Solid 4" By Pass YI#2 m
Swo1e kk o \ Top 45.5 15'
•.•�` \ Temporary Storage \ SCH 40 PVC ` Im.42.2 /
•� I \ oa, ... LJ \ Elev.44.6 'O 'n 1 See Detail -^
Send Filter
Top of wall 41.7 I _`
0 4' Chain Link
• _ \ I \ h` 15 � \El Fence Inside Bottom 40.2
By Pass yI#1 v 44.6
46.5 Curtain Drain 4 I I -�
\ Top 45.5 CL 4ri.5 rL \, I
•� A Inv.42.2 Berm \ 5:1 Slope Inv.41.0 Be•m \ - --
o n \Q I \\\ See Detail 45.6 (See Detail) -
�' h I \ 5' Berm
I �'�� o Bypass
m LT
a , \ 45.6 �- -► 1 ' - - �✓ O n Wall
u I I -' c� 3'x3' Inside
' + ' I \\ 2-Clearrouts 3:1 Slo ��� I ' . _ A1O' Dimensions
pe
v Swale. � c � .vJ , / J' ale
'F
v� I - � 43.6
- - - -- - - -- -- - 4-- - - - -- - - - - ---- - - 4- - -- - - - -- - - � I I� � v V
A » Precast or Concrete
Block Catch Basin
I
6'Wells(TypJ
\ I �; m Cleanaut Cleanout ( � • i �� :, ,�, 10,
�' ,�•,. i b"Perforated sock the a ''� i �;'.� i�!% /.�!j i iA,
PLAN VIEW
YI w/TRF Iitel / - Build
'
P FFE By Pass Wall To Be 8"
-� to 45A p •, NOTE:
Inv.42.0 Inv.In Inv.In N ( Cast Iron Yard Inlet
Frame and Grate
41.9 _ 41.9 0, Top 45.5
Wide Solid Block Wall
i 'But �,} c Sediment�taIllbel C 'i // •/ - � � / \ ��
Ill y N ad c = �" ;� ,,/� ;;� ,/ ;, / , • �.
v ' 7,` mti 2 40' Inside BB.
Ground 45.5t
FFE 47.3
By Pass
\ 41' Outside I i •' / %" �� 12"RCP Wall Top 44.6
42.6
YI wMF
46.0 A�' Top 45.0 -%i-•^, , i , ; To Outlet
_, / 43.6 To Sand Filter QInw.42.2 12"RCP
Berm /, 3:151 I f Im.42.0
446
2-Cleanouts
45.0¢• _0 45.6 Curtain Drain " ' �� .J CROSS SECTION A-A
' Swale ..� i !/ +- -y- Irv.
41.0
46.6
LZ
ain Drain 4, Pass Yard Inlet #2
' \
41.0 ,,,= -- .K li Chain Link
_ ••• "' I I I Fence - L !Y By Not to Scale
...��... Detail 5.1 mSmle 46O L 4' Gate
Swale I
5'
Swale �� � L .\
./ E \ I. LIB. -
YI
45i . I Top 4 25.5 46.6
nv.4 .2 �/ 4' Combination
+ \ O 46.1 Curb/Walk(Typ) I Cut and Remove Plastic Sheet 6"Below
R\ Soil Surface after Trench Backf ill
a�
Final
Grade
Sand Filter #2 \�
To of Sand Notes:
Scale 1"=10' 44"5 _ \ 1- Contractor shall notify Engineer 48 hours prior to beginning construction.
8ackfill / - / 2. The Sand Filter requires inspection during construction by the certifying
To BMP \ Natural Ground Engineer and upon completion requires a Certification of Construction letter
issued to the North Carolina Division of Water Quality by a North Carolina
2-4 Mil Min. - Select backf ill with Professional Engineer that filter is built per plans.
@ s PE Plastic \ white,light grey,or 3. Sand Filter media shall be washed, coarse masonry sand (ASTM C33). Sand
o Sheets / yellow sand only-No shall have a mean diameter of less than 2 mm.
f4 (Overlap Pipe . organics,block sand,
3'x3'Inside to be 2') -Inv.41.5 \ and dark sand dfv' 4. The Sand Filter is to be used as a Sediment Basin during the construction
A grey ,.,a,ess.s,ni 9
Dimensions
q" a4.'� phase of the development. See The Sediment Basin Detail. Once the entire•
Perforated Trench Invert a"+`� ":• % •: p area is completely installed, (including sodding of side slopes and all
Bypass Sock Tile ` � landscaping),
12"R� Wall 41.0 =. r,;.. _ p' g),the Sand Filter shall be cleaned of all accumulated sediment,
x and the perforated pipe and sand shall be installed.
Precast or Concrete i yp- N 4d„ Y /
A Block Catch Basin T <^; 14 �13 5. Sand filter media is not to be installed and in operation until the entire
Curtain Drain Interceptor °,,r,w , q contributing watershed is completely stabilized.
41
.°.° Not to Scale .� 7/y •� ,,°• 6. 6 Perforated sock the shall be ADS N-12 perforated pipe wrapped in
+ Top varies /vs'e,•nnss;onS+t+°°6 non-woven needle punched polypropolene fabric.
PLAN VIEW (See Plan view) Top Varies 45.6 7. Schedule 40 PVC cleanouts with screw caps with 2" square nut shall be installed
Temporary Storage Elev.44.6 at each end of filter and shall be 3" above grade.
NOTE: Temporary Storage Elev.44.6 P° ory o9
Cast Iron Yard Inlet _ Elev.44.5 - _ - Elev.44.5 8. Solid pipe shall be solid HDPE doublewalled pipe ADS N-12 with watertight
Frame and Grate BY Pass Wall To Be B" - gaskets, or Schedule 40 PVC pipe.
Top 45.5
Wide Solid Block Wall SHWT Elev.44.0t SHWT Elev.44.Ot 9 P P
m Ground 45.5t "•'j 2 9' °d' Sod side slopes "�7� 2 9'
so �S prior sand.
Sand Filter #2 Detail Sheet BURROUGHS SECTION II
w By Pass .4, Cleanout of sand.(Tya l Clenraut Cleanour SOD side slopes( )
Wall Top 44-6 WSand Filter p �P
To of Filter walls 41.7 - saredr to installation of
N IS"RCP Top of filter wall Elev.41.7 prior AT CAROLINA PLANTATIONS
N 6"Reinforced concrete - - - - _
Irw.42.2 18"RCP to Outlet - walls with#4 Reber at 41.5 Q - - - - - withe#4 Reber at 12"O.C.inforced concrete Its O
41.5 A PLANNED RESIDENTIAL DEVELOPMENT
To Sand Filter Q- - Sediment 12"O.C.each w SOD side slopes ion - -
- Chamber °Y' 1'°p 41.0 - prior to installation _ -Sand _ _ _ - - - - - each way. Lap bars 12' - 41.0
_ bars 12"minimum into slab. of sand - 'Chamber - - minimum into slab. Jacksonville Twp.,Onslow Co.,North Carolina
a, 12"RCP 1.5' _ - 1.5'-
3 • - 11.5' - 8.5' - - - - ' Owner/Developer:
'd _ _ - - Install 6"PVC waterstop 6„ Carolina Plantation Development Corporation
- • Install Curtain Drain 6"Perforated sock the -�.-- �- - Install Curtain Drain
CROSS SECTION A-A along all joints from slab _ P.O.Box 7122
Inside Bottom of filter 40.2 - _ Around Entire Sand _ _ _ _ Around Entire Sand
. - , . - - : ' - - Filter(See Detail) - .-- '� -. _ - _ a - - _�•- _ Filter(See Detail) 910 455-6956 ��.-F•
to wall. _ - ,.. - _ -: . :. .,. Jacksonville,NC 28540
acks
By Pass Yard Inlet #1 ( )
Not to Scale Install 6"PVC woterstop along 6„ 6"Reinforced Concrete Slab with 6" Inside bottom of filter 40.2 2�1)
all joints from slab to wall. #4 Reber at 12"O.C.each way. Install 6"PVC water stop along
3 all joints from slab to wall. DATE: 01/08/13
NOTE:
See Individual Filter Details For Dimensions Ry' ---- _---"-"
Cross Section Section View SCALE: As Noted
m Not to Scale Not to Scale Field Book:Carolina Plantations,Pg.16-18,22,31,34-35 Parker & Associates, Inc. yQ aan
v - James II,Pg.3941
Sand Filter #2 GPS File:car plant tope james,car plant topo mick,cptopoa, Consulting Engineers - Land $urv@�OPB - Land Planners
Rev.09/09/13 ELB-Revise section view and add cleanouts. cp.pondtopo,cp pond tope,cptopo5,cptopo,cptopo2 P.O. Box 976 - 28541-0975
Rev.07/22/13 ELB-Add Curtain Drain Interceptor around Sand Filter and add Curtain Drain Interceptor Detail. Disk Name:Aced#2205 908 New Bridge Street - 28540 - - - -----
=
Rev.05/08/13 BLD-Revise Swale Grade Filename:The Burroughs II G Jacksonville, North Carolina
Sheet 8 of 10 en-dwg BLD Phone [phone] - Fax [phone]
aQ. Rev.02/04/13 BLD-Revise Berm,Sand Filter,Bypass CS's,Revise Per PAI Review Job No:5120502-5384Firm) License Number: F-108
a
N _

Channel
Existing Road Top
Temporary Innch
Temporary 4-5' 19 Gauge Wire Mesh
Tall Steel Post 6 on all sides,fold 2' o Depth as
of wire mesh under NOTES: B '� Shown on
1.Sediment Shall be Removed and The l-rap Restored To its Original Dimensions #67 Stone
rock for anchoring P 9 Plans
R/W R/W When The Sediment Has Accumulated to 112 The Design Volume of The Trap.
Sediment Removed From The Basin Shall Be Deposed in a Suitable Area and in - - .... . ..
12" Temporary#r7
Filter Stone a+ Such a Manner That It Will Not Erode. --
50' Min. 2.The Structure Shall be Checked Regulwly To Insure That it is Structurally
all sides
r ° -(" Length Sound and Has Not Been Damaged By Erosion or Construction Equipment.The
2' Asphalt Height of The Outlet Should Be Checked To Insure That its Center is at Least A 1 •
Surface 1.5 Feet Below The T ' f The Embankment. A
Construction rol,osed 3.Weir Length - 3 or 5 ar 10
Entrance 12" Subarade '.
Profile 5u rade - Note:
I I DRAINAGE AREA \ LENGTH
1-1 \ \� 20"x26"Heavy / / (ACRES) & (FEET) splash side Slope Shall Be
12' Mm. / / / \ \ I q run As Shown on Plans
1 1/2D
(See Nate) \/ / / Duty Frame \ \ \\/ 2 6.0 P W=Check Dam Width SWALE DETAIL
� / and Grate \�/, / . 3 8.0
4 10.0 stone Structure D=Depth of Channel
PLAN VIEW 2 Grout 2" 5 - 12.0 _J 5' dm=Median Diameter of Stone NOT TO SCALE
n. C anre
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE Pipe Die.+12"Min. 4 see Sediment Trap Chart For Volumes&Sizes. L5' 8 Bottom
Not to scale '
To of PLAN VIEW
3600 Cu.Ft./Acre p
Construction Specifications . Storage Area Channel 6v 6"
8"Concrete Brick Walls 1 ? - Channel Top 12"
2� sand Filter
1-Aggregate size-Use 2-3 inch washed stone - \21
ui W= Varies
2.Length-As effective,but not less than 50 fett. or Precast Vault with _ Pipe
3.Thickness-Not less than six(6)inches. Extended Base. _ 112 W g
4.Width-Not less than full width of all points d irgress Grout Invert Channels .'-! 4"Min, s Channel o
or egress.Minimum of 12'. .- Filter Fabric 1 1/2D D ,yc
5.Install filter fabric under entire footprint of to y ,,y;�.-,:. _ - _-. -. __-; .,._* Trap Bottom To Be 1.5' Min. 112 D� J I-�-1 Flow
r:t
construction entrance _ • - - _ 8" Below Existing Ground 9"Diameter am dm `- Rope
6.WashingWhen necessary,wheels shall be clew to , �_(a; -- nary, ed � CROSS SECTION Rip Rap -j- attached to
remove sediment prior to entrance onto public riht-of- - 4"Min. skimmer
way.When wading is required,it shall be done onon area #4 Reba at 12"O.C.each way Trap Bottom Channel #67 Stone
stabilized with crushed stone which drains into arapproved or Monolithic Precast Bottom q�/c.�� SECTION A-A Bottom SECTION B-B
J
sediment traporsediment basin Design All sediment she be Settled ` \ Overfill 6"
prevented from entering any storm droin,ditch,ar Yard Inlet Catch Basin Top For Settlement
watercourse through use of sandbags,grovel,boars or 4' Min.
other approved methods With Temporary Rock Filter NOTE:Given Dimensions we Minimum Unless Otherwise Specified at
7.Maintenance-The entrance shall be maintained in(condition NF'Iter
ee Chart By The Engineer Far Site specific Conditions. o
IN will prevent tracking or flowing of sediment oho public Not to scale Above `B Passim �- V) a
rights-of-way.This may requrire periodic top dressig with Notes: x 3:1 5ibe 6Y Below TEMPORARY FORTIFIED ROCK CHECK DAM -
m.
additional stone as conditions demand and repair ardor,clearout 1. Box to be in accordance with NC DOT Standards.Box to be enlarged to Slope Max. Settled Top
of any measures used to trap sediment.All sediments illed, accommodate larger or multiple pipes as required. - of Dam Not to ScaleP M Side slope \ 6"tlet rain
dropped.washed ar tracked onto public rights-of-arm must be 2. Frame and grate to be Dewey Brothers,Inc.CH-Bit-18 or approved equal. Max. NATURAL
removed 3. All sediment,wet,mucky,or yielding soil materials shall be removed and GROUND - - Outlet
replaced with compacted select fill prior to placing base course.
Skimmer Attached
3' To 6"Underdrain
in.
Outlet
STONE SECTION -
3:1 Slope
TEMPORARY SEDIMENT TRAP DETAIL (Typical) fi
s
f
Not to scale
Y Skimmer Sediment Basin Chart Plan View
3
c Sediment Disturbed Q10 Volume Surface General Top Dimension !ft) Skimmer Orifice Td ex.ground
3 ex.ground
Basin Area (Acres) (CPS) (Cubic Yards) Area(sf) (Length x Width x Depth Size (in) Dia. (in) (Days) 12"Freeboard
in #1 2.25 10.0 150 Required 3,250 Required See Sand Filter Detail 1.5 1.2 3.0 ,y
430 Provided 11, 602 Provided
48" #2 0.85 3.7 57 Required 1,202 Required See Sand Filter Detail 1.5 0.8 3.0 ��T.nflow P'
211 Provided 2, 635 Provided Sand Filter
,(v< Q10-CIA Orifice Dia. (in)= -Qd/ (2310* - -F __
'dUJ
in 6°; 'r5 � C=Varies Qd=dewatering rate=V/td (Cf/Day)
f a oc6 F Steel Posts
.. E .10a„ lume (Cf) Skimmer Attached -
o td=Draw Down Time (Days) Rip Rapig 6"Vnderdroin To 6" Underdrain I
y Truncated Domes&'l v`?o,r, H=0. 125 ft For 1.5" Skimmer Apron Outlet Outlet 1
4' Combination Battleship Gray Concrete. NOTE: Burlap Shall +�s R+b'�12:1 Max Not be Used. Rah+ao �^t
Curb and Walk Ram Slope Per ADA Requirements ,-` F�
p pe 4.+as Design Notes: Section View
Welded Wire Mesh 1. Construct sand filter to be :ised as sediment basin during construction. _
Side Flares Not Required - 6"Below Ground Connect skimmer to underdrain outlet pipe.
4'x4' Landing With - _ 2 . Skimmers shall be Faircloth Skimmers or approved equal Sediment Basin In Sand Filter Detail
Truncated Domes& Curb and Gui*er
NOTE, 3. Volume and Surface Area calc-dated with 1' free board to the top of the basin
Battleship Gray Concrete. 1 5pcdrig For Posts and 0.5' to spill way. Not to Scale
Per ADA Asphalt `" -Requirements- P Shall Be: 9 . 325 sf minimum surface area oer cfs of Q10 peak inflow
1.)8 Fe 5. 66.7 cy minimum volume per a.;re of disturbed area
ADA HANDICAP RAMP ADA HANDICAP RAMP DETAIL
( Wire With Wire Mesh
or Vvent Aluminum straps
COMBINATION CURB & WALK Not to scale Direction of _ 2)6 Feet Maximum with yellow tip Inlet re Mesh suspending inks
DETAIL Run Off Flaw With Extra Without 'Strength 16"
Steel Post Filter Fabric 2"pvc float
Not to scale
Welded Wire Mesh a
r
Erosion&Siltation (-
Control Fabric Compacted- N I 4"5ch 40 1J"Sch 40 SOLID pvc
Soil Coupling barrel or"arm"
Ground Line Connection SUPPLIED BY USER
24"Mir..
Expansion Join onstruction Toinis Expansion Joint Sidewalk '�. i % Extra Depth Required 4,
For Non-Stable Soils � � �t�o`%�' �
SECTION Patent#:5,820,751
Precast Concrete 6'Minimum i W HEAD an center of Skimmer shown in
Bumper Block _ Shoulder 2"inlet
Width varies. TYPICAL INSTALLATION OF MP(
SILT FENCE _.- extension inlet and orifice floating position
INS C ncrete sidewa k c NCDOT Approved /
Match Existing >` Fabric an T
Sidewalk Width. d� Not to of#57 Stone i / thcereaded rate mPPk
as Minimun Width=Dx2.09 / 3:1 1'Im(imum on outlet end
1 slope
Notes: 9 t
12 � 1.Dimensions are approximate.
1.)Concrete to be 3000 P.S.I. '"Min l 3 2.Barrel length(solid,not foam care pipe)should be 1.4 times the depth of water with a minimum length of 6'so the inlet can be pulled to
2.)Expansion Joints to be at 20' Intervals. i the side for maintenance.If more than 10' long weight may have to be added to inlet to counter the increased buoyancy.
- - �1 -Top Stall Not&Higher 3.Inlet tapers down from 2"maximum inlet to a 1.5"barrel and hose.Barrel is smaller to reduce b and tender to lift inlet but is
3J 1"Deep Sawed or Scored Construction joint Every 4 Feet. / Than Shoulder Point tope �ry ry
4)When Removing and Replacing Sidewalk,Remove by Saw { sufficient far flow through inch because l slope.The inlet orifice can be reduced using the plug and cutter provided to control the
f Elevation outf bar rate,Sec chart for each individual basin's orifice diameter.
Cutting Back to Nearest Construction Joint. _ 4.Inlet is 3"pipe between the straps with slots cut in the inlet and aluminum screen door(smaller than shown is illustration)for access to -
5.)Sidewalk to be Placed on Compacted Select Bockf ill and be PARKING SPACES (TYP.) • ' the mkt and orifice inside),
4 Inches Minimum Thick.Match Existing Thickness if Existing \ / de
Sidewalk is Greater Than 4Inches. Not to Scale - - 12" Typ. ` a d- I" _ 1
6„ t2"Typ. n $; - a - Opemrg ; - i i - 12" - 11" Faircloth Skimmer Detail `
SIDEWALK JOINT DETAIL #575toncABAound r 5Bed Mm H �mEnds
� - Not to saris 4:
12"Minimum -/
�°g� Elev. / ,� / Pwalkl to Edge
NOT TO SCALE 6„ 1'_6" ,a °a I I oo mm "�"�°o I I o" / / of Pavemem - 1
sBoVY�o•2f' f j
P"
2"R Min. - ./ _
L: WR 4%Mm. (� SECTION VIEW ` /� Minimum width_D+10'Minimum
-. I" U � Grading, Drainage,
24" yI '\ 12"Minimum Erosion and Sedimentation Detail Sheet
Below THE BURROUGHS SECTIM It"
2' 4' Walk TYPICAL 24" CURB & GUTTER SECTION ( 2' From Curb or Walk NOTES: Headwall AT CAROLINA PLANTATIONS
d` Not to scale 1.)Pipe material shall be aluminum alloy and fully welded inside and out to headwalls using two
9„ A PLANNED RESIDENTIAL DEVELOPMENT
n 3000 PSI Concrete Sidewalk 7/8" Diameter Hole root welds and two finish welds on either side of the wall.All finish welds we to be ground
NBuilding b' Lon g Precast 2„ 4 1/2" 2rr to a smooth finish. Jacksonville Twp.,Onslow Co.,North Carolina
eD Concrete Bumper 6x6-10/10 W WM b" 1'-6" Bumper Block 2.)Manufacturer's representative,with at least two(2)years of experience in the installation
v Block I 2 112" of the type of structure,is required to provide technical assistance with the assembly of Owner/Developer: Carolina Plantation Development Corporation
c }"Per Foot Min.Slope r' 'R III structure and headwalls,as well as be present on site during the installation and backfilling of I' t"
4'/Ft.Min.Slope f_ 2#4 6" '
Up f- _ Reinforci Bo P 11 n • , 3 112" - pipe with headwalls through completion. P.O.Box 7122
Slope asshown A - 0 7\\ \ = 4%Min. 2 It_ 3.)A watertight seals consisting of 2' wide bond and a continuous.3/8"thick x 2' wide floc gasket Jacksonville,NC 28540
m , • - made of closed cell neoprene rubber shall be required at each joint.
;I 1}'Type SF9.5A On Plans _ ._6" 'a m as �� o• o" [phone]
BCSC Asphalt �- ' ' _ j\\/\\// " - - 1�� CA BC - 4 ,
n - Culvert and Headwall - 54" and Larger Only
m 24" r
Asphalt (Aluminum Pipe And Headwall Shown) DATE: 01/08/13
2-3/4" Diameter Reinfwci ( # +
6° Compacted TYPICAL 24" SPILL GUTTER I i Bar 24"Long Per Each Unit Not to scale Ry. ...-----
b" ^BC \ \\ \\\. Subgrade SCALE: As Noted
Not to scale
C Compacted � / SECTION VIEW •
DO Subg�ade COMBINATION CURB/SIDEWALK Note: Field Book:Carolina Plantations,Pg.16-18,22,31,34-35 Parker & Associates Inc. pug Hon
" L Spill Gutter To Be Installed Everywhere James II,Pg.39 Consulting Engineers - Land Surveyors -Associates,
Planners eon
NOT TO SCALE Flow Goes Away From Curb. PRECAST CONCRETE BUMPER BLOCK GPS File:car plant tope james,car plant tope mick,cptopoa,
W P.O. Box 976 - 28541-0976 _ _ _
2.Install Construction Joint Every 10'. cp.pordtopo,cp pond tope,cpiopo5,cptopo,cptopo2 306 New Bridge Street - 28W __ -
6 3.Install Expansion Joint Every 90'. Not to Scale Filename:The Burroughs II Gen.dwg BLD - - ---
Pa ery Disk Name: nand#2205 Jaelooaville, North Carolina
- Rev.02/04/13 BLO-Add Sediment Basin,H/C Ram Details,Revise Per PAI Review Job No: 5120502-5384 Sheet 10 Of 1U Phone (910) 456-z:14 - Fax (910) 4a5-s441
P Firm Idcense Number: F-0108
:9
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Site
�, "..•NIP
M,fYY \ e
\ r�0 ItNatiPN
\ \ \\ llcer 13 Id PFv �SkYN
t¢c.m s.P.
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Vicinity Sketch
7 \ ,
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RImpervious Areas Map
a THE BURROUGHS SECTION11
a Sand Filter#1 Sand Filter#2 A PLANNEDroEN a DARE opMFnn
Impervious Areas ous i
Impery Areas ry iWXIMTY.OWaG..NMs6elYe
1_.... ....... ....... ......... 36.i5I S.F. M.. P.5a3 s.r. - _ Carolina Plantation Developmart Corporation
sl°¢Yirt ............................. 11,159 s.P. s.MM.V.A 3.1a5 s.P. IC.Fn TYI
F eMatEL .............................. ]
9.l]9 93B s.P.
5.000 S.P ialm . N510
PTME I,@01V10115 .................... P F MU¢¢tMPI8JIp5 .................... _
mul ................................ $8.911 S.P. aavet ................................. 30.315 S.P. DATE:02/01/13 6PMQCSCAIE:1�'
5q 0 M w ip
g SCALE:1'=40'
Parker & Associates, Inc. .,
I:44tM !L.iP M-1m11y1P
Y IYe Mfliali PN M�,PP!Iti!-1FM
mRvuus-Oran F.M1au m.+M+wm. Piec Th.PI Pert Yms9 u +Wp.m..MY Paetl..
i!•.sumvas, es... nP)AMR a-w S�Oos uP-PNt -
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Raoaeey Rood N.C&R.1324 60'R/W
Impervious Areas Map
R AT�CAROUNA,PLANTATIONS
Sand Filter#1 Sand Filter
Filtereer#22 I A PLANNED RCS7DRNTIAL DEVELOPMENT
Q ]plye qus Areas AreasImpalaxm JeJ.ewV Tl.M1Y4..Nn.4W
p ®zmnrs......_.................... abnz e.r. mz. ....__.....I............... s.va s.r. CesdmaflaMatlan Development C4rpondm
S7 9!. 11.133 t.l. ... J.165 l.r. I1 Y,IR
_.. .............................. sz.ve 8.1. ................ .evs.ae .....................
za.sle a.r. srl.ras.o
.ensw
e.z.ve neenvzws .................... a.ns e.r. .. .. .... . ........
u.m a.r. I.a.. Jedzs•.r. DATE:02/01/13 faarlatat.IE:r.a
0 • b IO
t SCALE 1'=40'
�a lk r& AssOC
E zwww Wi.e�.tw_w�e� eeeaeW
MwsMe�e�e91�t7 Y tie 1.�� Room
y RINW�u..'kn.�e n.YM wwn YIbLl�ee O