20130765 Ver 2_Site Plan_20131204

CURVE DATA
TYPICAL LOT
Length
Radius
Chord Drrectlon
Chord Length
C: I
361.94'
888.42'
S8 I ° 01 ' 16 "E
379.00'
C -?
r31.09'
% 18. 10'
555° 39'06"W
81.05'
/ 56,54206'f 71.59'
6
N/F
FIR WILLIAM s DEBBIE
ISOLATED 401 WETLAND IMPACT NOTES
I. ISOLATED WETLAND AREAS A" AND "C" ARE'TO BE TEMPORARILY
IMPACTED ONLY IN THAT AMOUNT NEEDED FOR INSTALLATION OF THE
STORM DRAIN EQUALIZER PIPE CONNECTING THE TWO AREAS AND FOR
DRAINAGE CHANNEL TIE -IN5, SILT FENCE WILL BE INSTALLED AROUND
THEIR PERIMETERS BEFORE AND DURING CONSTRUCTION, AND REMOVED
ONLY AS NECESSARY TO MAKE DRAINAGE TIE -INS. TEMPORARY SEDIMENT
FiR BASINS TO BE INSTALLED WHERE SHOWN,
GE1V T 2. ISOLATED WETLAND 'F, 'G', AND '7" ARE NOT TO BE DISTURBED AND TO
B l 1.53 PG 96 8E PROTECTED BY SILT FENCE DURING GRADING CONSTRUCTION
ACTIVITIES.
2 a ``� �•'� 2 3, ISOLATED WETLAND AREA "B" IS TO BE FILLED IN ITS ENTIRETY TO
SUPPORT ROADWAY CROSSING, DITCHES, AND COMMON AREA
DEVELOPMENT /PARK. TOTAL AREA = 0.22 AC.
4. ISOLATED WETLAND AREA 'D" 15 TO BE FILLED IN IT'5 ENTIRETY FOR
BACKYARD GRADING AND TO MAKE THE LOTS BUILDABLE IN TH13 AREA.
/ COMMON AREA H"
584 °4725 "W 46.56 TOTAL AREA - 0.05 AC.
R25'
DEY OTATIVE POND 5. 150LATEO WETLAND AREA "f'1,5 TO BE FILLED AND RE- GRADED IN IT'S c RIGHT OF war g Rr;HT Or' WAY _ ®� R30'
PAVfVENT
f #PAVEMENT
/ \ ENTIRETY FOR ROADWAY CROSSING, ROADSIDE DITCH CONSTRUCTION, ,
DRAINAGE CHANNEL INSTALLATION, AND LOT IMPROMENT5. TOTAL AREA
0.12 AC, NOT TO SCALE NOT TO SCALE
/ 6. ISOLATED WETLAND AREA 'J "' 15 TO BE FILLED IN ITS ENTIRETY FOR
THEODOPf L . f-IANfS FRONT YARD GRADING /DRIVEWAYS AND TO MAKE THE LOTS BULDABLE IN
THI5 AREA. TOTAL AREA = 0.07 AC.
DB 3058, PG 320 a 213 6?3 , ` E l t / B6OO• 7. TOTAL PERMANENT ISOLATED WETLAND IMPACTS = 0.46 AC,
�' 1� �roJ j
40 OO,
'
2 I f i f j NMP \
42 o
a�
16 32 SF \ �" 9 j j 17156 5F � .j � j % j ti 4000, ~
V 0 j f 1 16920 5F l j 7 6
Existin j 6" V ✓aver iviarn ` y� 36.00' x °� ✓
/ h i Zs as„
I (392051`
S� 9sk, �b pT 4y x
co V / / 43 3 � 6.9 5 °Tj j 30,900 5F
o0 �6 00I 935 5F
MONA T. HAIVf.S
o I (� o f f f f l ; i f l ' _ g� y 69 / / - ` x`I ' .,h `` i ` f ° ° � �x ° '° '•a 6 1
0 3320 5i F f a 6 f f j j ryti � a /
F
��T ry F A
_ 90
6�5
~ 3 ` 0 5`
6, -
PG 324 2
/40 l 44 Op' CMON t 6920 5F 0017096 SF AR'%
IP e 4 o 2 ? j l 8
20170 5F ; i0 6 q
26 l 6920 5F
17231 5F 4 5
I 16955 SF 1 toC C� j l 1 25 ,, f 1 f ' ,. ! l r' j169205F
_5 1 ss o j 1 17200 5F j 24 l j I 4po0' ° 86°0, f f f l 1 1 r m" I t ° E1P t J 1r ii
j j f ; f j j 86 ,o j jl 20966 5F' o ti� I I 7
( i
17200 5F °p'
2
.1 2/ f ` t j. 1 17 200 I5F f ° j 0 1 2 6 22 2/622 SF� i IIt , x �17200 16132 5F if 1j R�Oi t �'/ po 28 2 1 00 13 / j1 n`'' + 1 7 0 S ° / WETLAND 'F
wErLAND '�" 2764 L O- F 2 0 3 1 376
� � l
I f
t + 1
/ 23, 562 5F 14,45051-
29 % f j j f 17200 5E 1 px e h . WETLAND 'E" 0.54 AC :'S 9
�/ �a a / �s j I ` 0,33 AC Exi5tin 6" Water Main
57A �. "7 7 \ j �° J d l j l f f f l 9 �o j j j es°p' °o \ 1 r 5, 169 SF r ° ra WETLAND „/„
f �/
7` 5, l 79 SF
I;^
/ / % / ! 7200 sB \ _ O. l 2 AC / /
v N 9523 SF \ j t 7 / 95 5F / j '`F f / 00, \ j / /. /
/ o� ,k / i j B6 0' l j f f l 8 / f I o �� E,P _ - - —� /- - _� _.... 1/ ./ 0.12 AC (� EYEI�I�AU�SE� COMPANY
a° / / f 1 17200 5F 1 f fs +919 - ?° E / ld �o' - — - - ° - - - - - - - _ t
r
as / / / 1 / 7200 5E COMMON j 1 FJ 40' DRAINAGE 4 UTILITYEASfMENT - -
{ a / 7 j zo6.7s' / L DB 1041, PG 795
K
Z_,5 6' 1 f oo' j j' j a.o2'a M -- - - _ ° _ _ 9j�.s 2 0 M
` 1 AREA 'F" a f / l / _ -/ e6,
'•� :ice'` l Y _' -✓ �:',... ...I / �' 24/.59'
�S .\ � 0 ` �
1172
00 � . j / 6 �o f j f \ Fry � ��`
/ f j j l 7200 SF
a f J .4g / /\ �- s 17200 SF J ,- t %
COMMON
4, 16 '0 °, f acPop • � f ` v j n ipx0 oo 1172`0^•• .0 . j 5 ] l % f` fl f j f e l 1 �
o
/8/32SF � l 1 f 11
v N
'
AREA „G 9JJ / SF f
B6 46932 SF
59A oo J 4 1 f f 46109 51-
� s°o _ / 49 d 7200 S F l 4 I
! / y 36509 3F 2 416 ° 0 a soo, � . _ _ � - .
Bs 17200 F f M h 27,52 1 5F
oo _ _ T m — 2amNS 25'! 2 "v 30.02' tT/fJ 7200 SF
18365 5F 27780 5F 1P n
i 3
Kill 7
5 1 17200 5F WETLAND 'J" 43378 SF
72005 3P / 2,937 F 52 0.07 35466 5F
°0' rr r �✓ F 00
t , o t
L �t
•
�S
5..4100°, B ; f 17200 SF1 � I I i �8.00'
! 7200 SF � ` '*•�... 600• `'^� �,' 1 � 40 1 � "°,
�j /
r i ; � �.J ��`l' � l �,.. -„ �.,.. �" f � r� ` `'- / m � ---}
1 �/� �C f f 1, / I 41000, i4 a l :l f f / 7200 5F L1 / f o° 874 / SF ;' / COMMON �/ 17.07' 79' --
6cc• a ` 1 9066 5F �' e ° 00 1 / g8.9a' 5 +59 -
/ l DB �j�� c �� \f / 1. i 7200 SF j f '� �,. xoo 600' 1 I l ea // AREA "0' t z5.
�i� / jl f 5 I ` oo B60p ` 7 ° ° o / / i'/4 t C? �
a i f 8p �', f f j j f, f j l /
26400 5E 5 f l ~� 89 1
x`'^^e L- "" as0 , WETLAND .,C,. / o
f , Z i t ` j 2es• o1 ° o �v% /
20,9273F //A
205305F 5652 SF f
t 6000 SF _ /- o -. r. `• 46 AC
00 OFF SITE °
I
J
5E Q 1
PTIC / 160005E
39.27' 7 / 39.43
L� / B `� j SEPTLC / L 6000 sF j J%90 j cJMMON , Yexo f L ` CJCJ j f Cj
�\ °oo• OFF 51TE 2 ?s0 i o 17338 SF 15652 SF �?f ^ �I
\ / / Bo f SEPTIC ! 1 6000 SF /
O F� F -5 1TE -.. 60 9 643 5F 6 i/ °s ! OSEPTIC 26400 F 0.22 AC 176 5F DC! O` R Ai
TI VBE i'
POND T/ EN TVVOOD �A\M o ° as00, 59165F
v' 28973 SF
� 5UBDI V191ON /`-- 19.77'
25500 SF
;
35L 5 74 ; 62 � / / // / .00 3 160005P6 64 f
T -00 ,
1 5F o M �% , SEPT[, 9 WETLAND A " 9
., n.
a, Jf �1;- �ry 2+ / / j 40 980ACF �,r %/ gam` 6b'
LIG)
\FXOO / / /�/ jj/% j.i•/ j j �2x'd (F�� 53 ` \ ! 6`� �s
f 0 235 I f 65 66 r
Q� / 3s o0a� f l 72005F 0- s�_ m �`
(j� 3, l 5933 SF n �}
" J rorq� a j OFF -SLTE �r \ /%� cif / x/8.9 . 2 e' ' "� o
f 1 6 SEPTIC
O�4141. R?? e63_ COMMON AREA A 1 1
\ j f 15049 5F 28 +92 n
/ oo ~boa 1 fI /I.f OFF SITE 1 3 fCO 192 635jx �0 76 DECORATIVE POND
SEPTIC 1 z S
20464 5F / Y iJ
7 64.87' \
WETLAND ,:D„ f j 68 N N ua
A !v TE5 046 SF ao0p 1 30 / 75 SF f / / x°o Ns
fi
GENERAL O / 0,05 AG
l . EOUI'DARY llV,�ORIVIATION IS AS PROVIDED ON THE "MONA T, HANE5 L � � � � � � co �i
r %/ l = >! �',' � 22 2 / 3. PREPARED BY HERBERT J. NOBLES, JR., .� / /1
V . . , 0,�;,,, Jr, T. D JJL Y 0 ....
L'LS 0 -2 70.3), AND RECORDED IN PLAT CABINET 1, SLIDE 27 -E OF THE f {
-- t 69 f 7 f
`'i ! /Ei'N COUNTY REGISTRY. THE PROJECT BOUNDARY 15 "TRACT A" OF THE %�� 1�" Q� ` 9 COMMON AREA c" j I X�
C 21400 SF / j ! 95 L
r. r �J ., E Rte. FE, ,� NCED MAP. //
1 2. DEEG REFERENCE' OB 32 / 7, PG 725. �/( � (}) �
�y O,V / � Q �� , � 9400 � � � � / /', �2 F 5.37
3 RCEL 10F` %- 100 -1800 / / 1>
4 %E- X!ST T1/'!G 51TE 15 A COMBLNATION OF FORMER FARMLAND AND \ / ' °4 ,� f 25968 SF' ` f f ✓
l
6 OCDED PROPERTY. 16209 5F / ; 75 `
5 l/5 PROJECT 15 BEING DEVELOPED AS LOW DENSITY (LD). `C
COl ✓r 4ON AREAS AS St�OWN ARE TO BE DEDICATED TO THE \� Qv J /
/ 9i Q \ s / / / 74 40925 SF
01 . "O6;irJE,2S ASSOCIATION. /� / �� ! �` J�
a' / 22262 5F
H i -1_EVj+TIO %VS ARE BASED ON ASSUMED ELEVATIONS.
,-'1577NG CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. 13, TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS: / V
9. T `li5 PROJECT SCALES WITII1N ZONE X' A5 PER FLOOD INSURANCE RATE A. 10 FOOT SIDE SETBACKS
PS - 3720546600J, # 3720546800-1, AND # 3720547800J, ALL B. 15 FOOT REAR SETBACKS. / Q� l -� ��
`4TE0 JULY 02, 2004 AS ESTABLISHED BY /EM TINS REPORT IN NO C. 30 FOOT FRONT SETBACKS, UNLESS OTHERWISE NOTED, C�- / \ 2�
„r Y SUPERCcDES THE ABOVE MENTIONED FIRM. D. 75 MINIMUM LOT WIDTH AT THE FRONT SETBACK LINE C�- e �3°
/J. ` 0LATEO 1, ✓ETLAND5 AS SHOWN ON THIS MAP ARE PRELIMINARY IN l 4. THIS SUBDIVISION TO BE SERVED BY CRAVEN COUNTY WATER 1 / ��0
AND SUBJECT TO CHANGE. NO WETLAND DISTURBANCE lS TO BE DEPARTMENT
r F`RFORMFD UNTIL ALL NECE55ARYPERMITS ARE RECEIVED. AND INDIVIDUAL SEPTIC SYSTEMS. (1 & � NI
\.1 Eli
- ONSTRUCTED 15. PLOT PLAN5 FOR ANY GIVEN LOT MAYBE REQUIRED BY THE CRAVEN
; 9EcT5 W TH15 5UBDIV1510AI SHALL BE PUBLIC AND BE C \ \ V
TO NCDOT STANDARDS AS REQUIRED BY CRAVEN COUNTYSUBDIV1510N COUNTYHEALTH DEPARTMENT AL WEIVOY
/ ( Ot7^
Rr`-GULAT/OV55, STREETS SHALL BE OWNED AND MAINTAINED BY THE / 6. AREA TABULAT /O�! FOR LINDENRAIN: /
T THE RIGHTS OF WAY. 8.95 -±- ACRES �� �� l BANKJc `7 `
L�,-Vt_uOPEF UNTIL SUCH TIME THE ROADS ARE DEEDED O
t �OMECWNER 5 A550CIATl0N OR ACCEPTED FOR MAINTENANCE BY NCO0T . LOTS: 44.67 ACRES � � / �- 0� l DB 1089, PG 500 �
HE FOLLO,IVING RESTRICTIONS SHALL AL50 APPLY.' COMMON AREA: 9.67-1 ACRES > l
/.. PAVEMENT WIDTH SHALL BE A MINIMUM OF 20.00 FEET. TOTAL AREA: 63,29.t ACRES. l
B. / lGHT5 -0F -WAY AT INTERSECTIONS SHALL HAVE A RADII OF 25.00 /7, THE TOTAL NUMBER OF LOTS IN LINDENRAIN 15 92, /
T /6, THE AVERAGE LOT SIZE IN LINDENRAIN IS 21, l 49 SF. /
C RIGHTS -OF -WAY AT CUL- DE -5AC5 SHALL HAVE A RADII OF 50.00 PEST 19, THE TOTAL LENGTH OF 5TREET5 IS 6,14441- LF:
(/ail T H A RETURN RADII OF 35.00 FEET,
20. THIS SUBDIVISION 15 NOT IN A ZONE CONTROLLED BYZONING
Cr. STOP 5 /G;V AN'D ROAD NAME MARKERS SHALL BE 1N5TALLED IN REGULATIONS. `
ACCORDANCE WITH COUNTY AND STATE_ STANDARDS. '21. ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPE5,
12. ORA! ^NAGS ANO UT/L11Y EA5EMENT5 ARE AS FOLLOWS: 22, NO BLUE -LINE STREAMS EXIST ON THIS TRACT AS PER NCDENR
A. l O FOOT EASEMENT 5 ALONG RIGHTS -OF WAY. DETERMINATION: DWO # l 3 -0765, JULY 3 /, 2013.
E. 15 FOOT EA5EMENT5 CENTERED ALONG ALL SIDE LOT LINE5. 23, ENTIRE 51TE HAS BEEN CHECKED FOR SEPTIC 5U1TA81LITYPER
Know what's �'�.
C. 20 FOOT EA5E10ENT5 CENTERED ALONG ALL REAR LOT LINES. ENVIRONMENTAL AND SOIL SERVICE, INC REPORT DATED
D. OTHER EA5E "MENTS AS SHOWN ON PLAT. SEPTEMBER 17, 2013. before you dig.
L fGEND
SYMBOL
TYPICAL LOT
TYPICAL
COPNER
.LOT
15�'
v1, rte_
ENVELOPE
* EA.5EMENT5
ENVELOPE
$ EA5EM1ENT5
- ... .... ._._.. _ _..._
Property Mml,nurn Burldrng Lines
/010$ U EASEMENT
l0, D T U EASEMENT
— W —
Isolated 401 Wetlands
5'REAR SETBACKS 'i
5'REAR SETBACK
_�–
I 1
i i
I I
I i
S
I
Proposed Reducer
h�o
Proposed Blushing Hydrant
�
t I
Lj
I
Proposed End -of -Lrne Blow Off
iw
1IQ mii
zi Iw
lip �I ' �
OFFICE: (9 / 0) 455.6956
Proposed Water Service
CONSULTING ENGINEER
P-#
Ptpe Label
W
1W
a
3Z
r.
w
s
wl
O�-�.
O�
Pipe Flared End 5CCtlOn
g
Pipe Outlet Protection
Drainage Drrectlon Arrows
;µ
Temporary Construction Entrance
U�
k
i
o- o
511t Fence
I
II II•
�30'ERONT 5ETBACn
i I
I
it ! 3
30'EROAl SETBACKI
1
!VV✓
10' FRONT D 6 U
EASEMENT 4
P,N✓ -� .0:v
!O' FRONT D J' "U �
EASEMENT
i
Lrlriits of Disturbance
R25'
DEY OTATIVE POND 5. 150LATEO WETLAND AREA "f'1,5 TO BE FILLED AND RE- GRADED IN IT'S c RIGHT OF war g Rr;HT Or' WAY _ ®� R30'
PAVfVENT
f #PAVEMENT
/ \ ENTIRETY FOR ROADWAY CROSSING, ROADSIDE DITCH CONSTRUCTION, ,
DRAINAGE CHANNEL INSTALLATION, AND LOT IMPROMENT5. TOTAL AREA
0.12 AC, NOT TO SCALE NOT TO SCALE
/ 6. ISOLATED WETLAND AREA 'J "' 15 TO BE FILLED IN ITS ENTIRETY FOR
THEODOPf L . f-IANfS FRONT YARD GRADING /DRIVEWAYS AND TO MAKE THE LOTS BULDABLE IN
THI5 AREA. TOTAL AREA = 0.07 AC.
DB 3058, PG 320 a 213 6?3 , ` E l t / B6OO• 7. TOTAL PERMANENT ISOLATED WETLAND IMPACTS = 0.46 AC,
�' 1� �roJ j
40 OO,
'
2 I f i f j NMP \
42 o
a�
16 32 SF \ �" 9 j j 17156 5F � .j � j % j ti 4000, ~
V 0 j f 1 16920 5F l j 7 6
Existin j 6" V ✓aver iviarn ` y� 36.00' x °� ✓
/ h i Zs as„
I (392051`
S� 9sk, �b pT 4y x
co V / / 43 3 � 6.9 5 °Tj j 30,900 5F
o0 �6 00I 935 5F
MONA T. HAIVf.S
o I (� o f f f f l ; i f l ' _ g� y 69 / / - ` x`I ' .,h `` i ` f ° ° � �x ° '° '•a 6 1
0 3320 5i F f a 6 f f j j ryti � a /
F
��T ry F A
_ 90
6�5
~ 3 ` 0 5`
6, -
PG 324 2
/40 l 44 Op' CMON t 6920 5F 0017096 SF AR'%
IP e 4 o 2 ? j l 8
20170 5F ; i0 6 q
26 l 6920 5F
17231 5F 4 5
I 16955 SF 1 toC C� j l 1 25 ,, f 1 f ' ,. ! l r' j169205F
_5 1 ss o j 1 17200 5F j 24 l j I 4po0' ° 86°0, f f f l 1 1 r m" I t ° E1P t J 1r ii
j j f ; f j j 86 ,o j jl 20966 5F' o ti� I I 7
( i
17200 5F °p'
2
.1 2/ f ` t j. 1 17 200 I5F f ° j 0 1 2 6 22 2/622 SF� i IIt , x �17200 16132 5F if 1j R�Oi t �'/ po 28 2 1 00 13 / j1 n`'' + 1 7 0 S ° / WETLAND 'F
wErLAND '�" 2764 L O- F 2 0 3 1 376
� � l
I f
t + 1
/ 23, 562 5F 14,45051-
29 % f j j f 17200 5E 1 px e h . WETLAND 'E" 0.54 AC :'S 9
�/ �a a / �s j I ` 0,33 AC Exi5tin 6" Water Main
57A �. "7 7 \ j �° J d l j l f f f l 9 �o j j j es°p' °o \ 1 r 5, 169 SF r ° ra WETLAND „/„
f �/
7` 5, l 79 SF
I;^
/ / % / ! 7200 sB \ _ O. l 2 AC / /
v N 9523 SF \ j t 7 / 95 5F / j '`F f / 00, \ j / /. /
/ o� ,k / i j B6 0' l j f f l 8 / f I o �� E,P _ - - —� /- - _� _.... 1/ ./ 0.12 AC (� EYEI�I�AU�SE� COMPANY
a° / / f 1 17200 5F 1 f fs +919 - ?° E / ld �o' - — - - ° - - - - - - - _ t
r
as / / / 1 / 7200 5E COMMON j 1 FJ 40' DRAINAGE 4 UTILITYEASfMENT - -
{ a / 7 j zo6.7s' / L DB 1041, PG 795
K
Z_,5 6' 1 f oo' j j' j a.o2'a M -- - - _ ° _ _ 9j�.s 2 0 M
` 1 AREA 'F" a f / l / _ -/ e6,
'•� :ice'` l Y _' -✓ �:',... ...I / �' 24/.59'
�S .\ � 0 ` �
1172
00 � . j / 6 �o f j f \ Fry � ��`
/ f j j l 7200 SF
a f J .4g / /\ �- s 17200 SF J ,- t %
COMMON
4, 16 '0 °, f acPop • � f ` v j n ipx0 oo 1172`0^•• .0 . j 5 ] l % f` fl f j f e l 1 �
o
/8/32SF � l 1 f 11
v N
'
AREA „G 9JJ / SF f
B6 46932 SF
59A oo J 4 1 f f 46109 51-
� s°o _ / 49 d 7200 S F l 4 I
! / y 36509 3F 2 416 ° 0 a soo, � . _ _ � - .
Bs 17200 F f M h 27,52 1 5F
oo _ _ T m — 2amNS 25'! 2 "v 30.02' tT/fJ 7200 SF
18365 5F 27780 5F 1P n
i 3
Kill 7
5 1 17200 5F WETLAND 'J" 43378 SF
72005 3P / 2,937 F 52 0.07 35466 5F
°0' rr r �✓ F 00
t , o t
L �t
•
�S
5..4100°, B ; f 17200 SF1 � I I i �8.00'
! 7200 SF � ` '*•�... 600• `'^� �,' 1 � 40 1 � "°,
�j /
r i ; � �.J ��`l' � l �,.. -„ �.,.. �" f � r� ` `'- / m � ---}
1 �/� �C f f 1, / I 41000, i4 a l :l f f / 7200 5F L1 / f o° 874 / SF ;' / COMMON �/ 17.07' 79' --
6cc• a ` 1 9066 5F �' e ° 00 1 / g8.9a' 5 +59 -
/ l DB �j�� c �� \f / 1. i 7200 SF j f '� �,. xoo 600' 1 I l ea // AREA "0' t z5.
�i� / jl f 5 I ` oo B60p ` 7 ° ° o / / i'/4 t C? �
a i f 8p �', f f j j f, f j l /
26400 5E 5 f l ~� 89 1
x`'^^e L- "" as0 , WETLAND .,C,. / o
f , Z i t ` j 2es• o1 ° o �v% /
20,9273F //A
205305F 5652 SF f
t 6000 SF _ /- o -. r. `• 46 AC
00 OFF SITE °
I
J
5E Q 1
PTIC / 160005E
39.27' 7 / 39.43
L� / B `� j SEPTLC / L 6000 sF j J%90 j cJMMON , Yexo f L ` CJCJ j f Cj
�\ °oo• OFF 51TE 2 ?s0 i o 17338 SF 15652 SF �?f ^ �I
\ / / Bo f SEPTIC ! 1 6000 SF /
O F� F -5 1TE -.. 60 9 643 5F 6 i/ °s ! OSEPTIC 26400 F 0.22 AC 176 5F DC! O` R Ai
TI VBE i'
POND T/ EN TVVOOD �A\M o ° as00, 59165F
v' 28973 SF
� 5UBDI V191ON /`-- 19.77'
25500 SF
;
35L 5 74 ; 62 � / / // / .00 3 160005P6 64 f
T -00 ,
1 5F o M �% , SEPT[, 9 WETLAND A " 9
., n.
a, Jf �1;- �ry 2+ / / j 40 980ACF �,r %/ gam` 6b'
LIG)
\FXOO / / /�/ jj/% j.i•/ j j �2x'd (F�� 53 ` \ ! 6`� �s
f 0 235 I f 65 66 r
Q� / 3s o0a� f l 72005F 0- s�_ m �`
(j� 3, l 5933 SF n �}
" J rorq� a j OFF -SLTE �r \ /%� cif / x/8.9 . 2 e' ' "� o
f 1 6 SEPTIC
O�4141. R?? e63_ COMMON AREA A 1 1
\ j f 15049 5F 28 +92 n
/ oo ~boa 1 fI /I.f OFF SITE 1 3 fCO 192 635jx �0 76 DECORATIVE POND
SEPTIC 1 z S
20464 5F / Y iJ
7 64.87' \
WETLAND ,:D„ f j 68 N N ua
A !v TE5 046 SF ao0p 1 30 / 75 SF f / / x°o Ns
fi
GENERAL O / 0,05 AG
l . EOUI'DARY llV,�ORIVIATION IS AS PROVIDED ON THE "MONA T, HANE5 L � � � � � � co �i
r %/ l = >! �',' � 22 2 / 3. PREPARED BY HERBERT J. NOBLES, JR., .� / /1
V . . , 0,�;,,, Jr, T. D JJL Y 0 ....
L'LS 0 -2 70.3), AND RECORDED IN PLAT CABINET 1, SLIDE 27 -E OF THE f {
-- t 69 f 7 f
`'i ! /Ei'N COUNTY REGISTRY. THE PROJECT BOUNDARY 15 "TRACT A" OF THE %�� 1�" Q� ` 9 COMMON AREA c" j I X�
C 21400 SF / j ! 95 L
r. r �J ., E Rte. FE, ,� NCED MAP. //
1 2. DEEG REFERENCE' OB 32 / 7, PG 725. �/( � (}) �
�y O,V / � Q �� , � 9400 � � � � / /', �2 F 5.37
3 RCEL 10F` %- 100 -1800 / / 1>
4 %E- X!ST T1/'!G 51TE 15 A COMBLNATION OF FORMER FARMLAND AND \ / ' °4 ,� f 25968 SF' ` f f ✓
l
6 OCDED PROPERTY. 16209 5F / ; 75 `
5 l/5 PROJECT 15 BEING DEVELOPED AS LOW DENSITY (LD). `C
COl ✓r 4ON AREAS AS St�OWN ARE TO BE DEDICATED TO THE \� Qv J /
/ 9i Q \ s / / / 74 40925 SF
01 . "O6;irJE,2S ASSOCIATION. /� / �� ! �` J�
a' / 22262 5F
H i -1_EVj+TIO %VS ARE BASED ON ASSUMED ELEVATIONS.
,-'1577NG CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. 13, TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS: / V
9. T `li5 PROJECT SCALES WITII1N ZONE X' A5 PER FLOOD INSURANCE RATE A. 10 FOOT SIDE SETBACKS
PS - 3720546600J, # 3720546800-1, AND # 3720547800J, ALL B. 15 FOOT REAR SETBACKS. / Q� l -� ��
`4TE0 JULY 02, 2004 AS ESTABLISHED BY /EM TINS REPORT IN NO C. 30 FOOT FRONT SETBACKS, UNLESS OTHERWISE NOTED, C�- / \ 2�
„r Y SUPERCcDES THE ABOVE MENTIONED FIRM. D. 75 MINIMUM LOT WIDTH AT THE FRONT SETBACK LINE C�- e �3°
/J. ` 0LATEO 1, ✓ETLAND5 AS SHOWN ON THIS MAP ARE PRELIMINARY IN l 4. THIS SUBDIVISION TO BE SERVED BY CRAVEN COUNTY WATER 1 / ��0
AND SUBJECT TO CHANGE. NO WETLAND DISTURBANCE lS TO BE DEPARTMENT
r F`RFORMFD UNTIL ALL NECE55ARYPERMITS ARE RECEIVED. AND INDIVIDUAL SEPTIC SYSTEMS. (1 & � NI
\.1 Eli
- ONSTRUCTED 15. PLOT PLAN5 FOR ANY GIVEN LOT MAYBE REQUIRED BY THE CRAVEN
; 9EcT5 W TH15 5UBDIV1510AI SHALL BE PUBLIC AND BE C \ \ V
TO NCDOT STANDARDS AS REQUIRED BY CRAVEN COUNTYSUBDIV1510N COUNTYHEALTH DEPARTMENT AL WEIVOY
/ ( Ot7^
Rr`-GULAT/OV55, STREETS SHALL BE OWNED AND MAINTAINED BY THE / 6. AREA TABULAT /O�! FOR LINDENRAIN: /
T THE RIGHTS OF WAY. 8.95 -±- ACRES �� �� l BANKJc `7 `
L�,-Vt_uOPEF UNTIL SUCH TIME THE ROADS ARE DEEDED O
t �OMECWNER 5 A550CIATl0N OR ACCEPTED FOR MAINTENANCE BY NCO0T . LOTS: 44.67 ACRES � � / �- 0� l DB 1089, PG 500 �
HE FOLLO,IVING RESTRICTIONS SHALL AL50 APPLY.' COMMON AREA: 9.67-1 ACRES > l
/.. PAVEMENT WIDTH SHALL BE A MINIMUM OF 20.00 FEET. TOTAL AREA: 63,29.t ACRES. l
B. / lGHT5 -0F -WAY AT INTERSECTIONS SHALL HAVE A RADII OF 25.00 /7, THE TOTAL NUMBER OF LOTS IN LINDENRAIN 15 92, /
T /6, THE AVERAGE LOT SIZE IN LINDENRAIN IS 21, l 49 SF. /
C RIGHTS -OF -WAY AT CUL- DE -5AC5 SHALL HAVE A RADII OF 50.00 PEST 19, THE TOTAL LENGTH OF 5TREET5 IS 6,14441- LF:
(/ail T H A RETURN RADII OF 35.00 FEET,
20. THIS SUBDIVISION 15 NOT IN A ZONE CONTROLLED BYZONING
Cr. STOP 5 /G;V AN'D ROAD NAME MARKERS SHALL BE 1N5TALLED IN REGULATIONS. `
ACCORDANCE WITH COUNTY AND STATE_ STANDARDS. '21. ALL PROPOSED CORNERS ARE TO BE MARKED WITH IRON PIPE5,
12. ORA! ^NAGS ANO UT/L11Y EA5EMENT5 ARE AS FOLLOWS: 22, NO BLUE -LINE STREAMS EXIST ON THIS TRACT AS PER NCDENR
A. l O FOOT EASEMENT 5 ALONG RIGHTS -OF WAY. DETERMINATION: DWO # l 3 -0765, JULY 3 /, 2013.
E. 15 FOOT EA5EMENT5 CENTERED ALONG ALL SIDE LOT LINE5. 23, ENTIRE 51TE HAS BEEN CHECKED FOR SEPTIC 5U1TA81LITYPER
Know what's �'�.
C. 20 FOOT EA5E10ENT5 CENTERED ALONG ALL REAR LOT LINES. ENVIRONMENTAL AND SOIL SERVICE, INC REPORT DATED
D. OTHER EA5E "MENTS AS SHOWN ON PLAT. SEPTEMBER 17, 2013. before you dig.
L fGEND
SYMBOL
0E50RIPTION
DATE: 1 1.20.
Na.
Property Lines /Rrg:ht of Way Lines
15�'
v1, rte_
/
Tf -LOT OF/SiTf SE�i 'C
/G'T
- ... .... ._._.. _ _..._
Property Mml,nurn Burldrng Lines
— W —
Isolated 401 Wetlands
_�–
1 D` X 70' Srg1-7t Triangle
wv
Proposed Water Valve ,� Box
Proposed Reducer
h�o
Proposed Blushing Hydrant
Proposed 6" Water Lrne (5DR 21)
OWNER/DEVELOPER
— —
Proposed 2" Water Line (509 21)
Proposed End -of -Lrne Blow Off
7r
JACKSONVILLE NC 28540
OFFICE: (9 / 0) 455.6956
Proposed Water Service
CONSULTING ENGINEER
P-#
Ptpe Label
P. O. BOX l 309 - 40 / .HOWELL ROAD
Drainage Channel Label
n
r.
Storm Drain Lrne
Pipe Flared End 5CCtlOn
g
Pipe Outlet Protection
Drainage Drrectlon Arrows
;µ
Temporary Construction Entrance
k
i
o- o
511t Fence
®
Temporary Check Dam
x
Temporary Sediment 5a5,n
— Lo —
Lrlriits of Disturbance
99A
Of/site 5eptrc System 51te
Ditch Centerlines
Isolated Wetland FrII Areas
GRAPHIC .SCALE
120 60 O 120
IX07f Tf-1/5 5C,4Lf,4`FL/Z"5 f0R
24 "X36- `,5hfZ75 ONLY.
�i
* Ills a
U �
�s
OFFICE: (252) 637 -2727 F 1X: (252) 636 -2448
LAND SURVC -YOR
IVERBERT J. NOBLES, JR. , PLS# L -2403
186 CAMDEN ROAD
BA K5090, NORTH CAROLINA 265 / 5
FINAL DRA WINGS
Released Ibi-hel -nits only,
not released Jbr construction
C,IN�,
:o �ogpOh'q�,�G'':
r
f
SEAL
o C -438
C,
ffrrtl� 1 9 8 3 Ali```
Ill11 I I I 1 I 0"
� ItIlI Iflll t7
,R O 7rf
ssr`o,,��
SEAL
r 10147
11]1111IION
V ETLA ND IMPS? C15 PLA N
150LAT,ffD WfTLANO FILL PLAN5
for
LINDENPAIN 5U5D10,510N
TOWN5I-11P 117 1 CRAVEN COUNTY/ NORTH CAROLINA a.
SCALE:
PROJECT 15ION5;
DATE: 1 1.20.
Na.
_REV_
-- _ o�sc��ir�ri� ✓
15�'
v1, rte_
/
Tf -LOT OF/SiTf SE�i 'C
/G'T
OWNER/DEVELOPER
l'VAD DEVELOPMENT, LLC
PC BOX 7/22
JACKSONVILLE NC 28540
OFFICE: (9 / 0) 455.6956
CONSULTING ENGINEER
THOMAS ENGINEERING, F. A.
P. O. BOX l 309 - 40 / .HOWELL ROAD
Mff W BERN. NO RTh' CAROLINA 0555(;.3
r.
OFFICE: (252) 637 -2727 F 1X: (252) 636 -2448
LAND SURVC -YOR
IVERBERT J. NOBLES, JR. , PLS# L -2403
186 CAMDEN ROAD
BA K5090, NORTH CAROLINA 265 / 5
FINAL DRA WINGS
Released Ibi-hel -nits only,
not released Jbr construction
C,IN�,
:o �ogpOh'q�,�G'':
r
f
SEAL
o C -438
C,
ffrrtl� 1 9 8 3 Ali```
Ill11 I I I 1 I 0"
� ItIlI Iflll t7
,R O 7rf
ssr`o,,��
SEAL
r 10147
11]1111IION
V ETLA ND IMPS? C15 PLA N
150LAT,ffD WfTLANO FILL PLAN5
for
LINDENPAIN 5U5D10,510N
TOWN5I-11P 117 1 CRAVEN COUNTY/ NORTH CAROLINA a.
SCALE:
l ": 120'
DATE: 1 1.20.
13
PROJECT #:
20 / 3 -0 l 0
SHEET: 01 of
05
r
h
¢y
J'
1
a

N
3
Q
Grl
ae,
0
r p 0
-0
1j 90
c574/ 5F
209<56 5F
0
WJ
A�( <
236,13,
0
6920 5F
< > z
OG- — — — — —
'� za' / v / - Z 0
0,9
652 5F
Gb
1(5920,5F z PC
0
IV
27621 3F
N\
CIO,
00
1,592051 Z, z
50 / / Z
7336 5F
N 15
`: \ <<�. : ` \ "'�i / / ,/ � � f � ti \ \ 1 � 195 sF \ \ \ / / r / / \ � \ • • `' � --\ \ r /, � r
-X
.0, <
7
6920 5F
A
7200 5F 41
fi- \ `.. L \ \ / \ d ` / \ \ \ \ \ % C ` �� \ \ 19066,5F
bG ZZ4
IV % 0i
Z
D
)(00 17
7200,5F
< 40
. ...... 7200 3F
00
-X—
N
LfGENO
5YA450L
DESCRIPTION
Property bne5/RIjht of Way bn&5
. ....... .......
Property A41au-num Bt,illdyag Lynes
Isolated 401 Wetlar05
N
Easements
O'X 70'51q, k7t Try,-mjie
Wv
Proposed Water Valve Box
Proposed Reducer
Y,-)
Proposed. 17ydrant
Proposed 6" Water Line (5D9 2
4
Proposed 2" Water Line (309 2
Proposed End -of -Line Blow Off
P -#
Pipe Label
Drainage Channel Lobel
Storm Orwn Line
PIpC Flared End Section
o
Pipe Outlet Protection
Drainage Direction Arrows
Temporary Construction Entrance
511t Fence
Temporary 0-ieck Dam
Temporary Sediment Do5yn
Limits of Disturbance
Offs1te Septic System 51te
Ditch Centerlines
-,O/atfj Wetland Fill Areas
0
Z
COMMON 7200 5)' z
Aik�fA 5� CALf
—(E0 GRAPt�,/C 5
39 '5-�W7 I f61
ZZ
7200 3F
z 40 20 0 40
% Z A
IV0TZ 71715,5C4ZZ7,41 f'Z &-,5 1"OR
/ . /. .�/ f // \ `l� /,X 9�5- // -51�ffz�T-5 O/VZ K I \ \ �vv 1� / \ \ \ \ �`\ \ �� ° /./ / �/ 4 1,9
20, 0'
�Q
0 24.0'
:s
20.0'
0
O
J, 0,
LQ
-j
LQ
12,0
�7
N
N
ou
-Z
C)
wo-MO
L&O,
- /. (I / - "10 - J.bz
SIDLER 5T
//+00 12+00 13+00 14+00 15+00 16+00 17+00 115+00 19+00
57/,-6AT/ON
25.01
24.01
20,01 Z>-
16.01
12.01
GRAPHIC SCAMS (tIOR.)
4 2 0 4
A107Z:- 71-'115 5CXZE ,, f'Zlff,5 FOR
24 `5hffZ75 0,11Z r
PROJECT REV1510N5
/V0, z;ff5CX/1-7101V
7,-- - Z OT5 � 01'�517L 5E�71C
,yr I wz�
L 1�
,G77- 26-
OWIVEWDEVELOPEII�
NAO DEVELOPMENT, LLC
PO BOX 7I 22
JACKSONVILLE, NC 20540
OFFICE: (9 10) 45 5,6356
CONS UL TING ENGINEER
TtIOMA,5 ENGINEERING, P.A.
P.O- BOX 1303 - 401 l'IOWFLL ROAD
Mf W BERN, A/0° TlJ CAROLINA 28563
OFFICE : [phone] l'AX: [phone]
LAN05URVfYOR
IJ,ffRffRT I NOBLES, JR., FL5# L-2403
166 CAMPEN ROAD
BA Y5ORO, NORTH CAROLINA 28515
EYNAL DRA VVINGS
Rt"Icased forpelmits only,
not released fbr.consti-Liction.
111 fill,
A
�og ?00"
z-
SEAL SEAL
C-438 1014
9 8,3
/1111111111110,
wej ' M NO 0011101-1m
150LATED WETLAND SILL PLAN5
for
LINOENRAIN 5L)501VI,51ON
Q
M.
�q X00
4
TOWN3111P #7 /CRAVEN COUNTY1 NORT/-1 CAROLINA
SCALE: 40' DATE: l 1. 20, 13
6
PROJECT #: 20 / 3-0 0 SHEET: 02 of 05
�7
TOWN3111P #7 /CRAVEN COUNTY1 NORT/-1 CAROLINA
SCALE: 40' DATE: l 1. 20, 13
6
PROJECT #: 20 / 3-0 0 SHEET: 02 of 05

C,
65
7200 5F r
zuvzl or
0.40 AC
LfGENO
1/1 Al/
\L
SYMBOL DESCRIPTION
V
Y A
. . . ......... - Property L1r)c51Fijht of Way Lines _T11"
o Property A671mum B! Hiding Lines 6 . 3
27750 5f� J
2,5373 5F isolated 40l Wetlands
W
T-
- --- ------
O' X 70' Sr , j l
62
25266 5F wv
A 9.77' A Proposed Water Valve Box
Proposed Reducer
Jvl,,.77777,,
Jrar7t
7-Jk ro"�205C61 F/U3hino tyc
5333 5F
Proposed 6" Water Llr7,f (50R 2
0,�, T-11
p03C
109.1 36505 3F
A
OFF-51Tf J
V:
Z,
A> 17.07'
J
j Prqpo,5cci 2" Water Line (5DR 2
j,95A
-E.
P-3-
A
PT'
22 4 Proposed End -of -Lire Blow Off
27-6,5' x� O \ '9". !° s r i i M, ` t - �� T
04
------------- Z-1;
W2ter Service 07 ND 'Y'
�9373F
77. 0.07 AC
... ...... - ,� r, \��, j v \ __ P -# Prpe Label
7 .)� . ....
�9, 643 5F
V -olr7age ChJl7nel Label
p C-# Di
5049 51� 0�2k` AC;
3,9.2
-: , k - \ i \ -_... / os ........... /t/ Storm Drain Llr7,f
-7� . .......
'Al .
PPc Flared End Section
3w�
)a Ppe D u'- '- et Pr otectlon _ ,_. _ ° c { t \ r. —_ t / j I / 9 \ S 1 � - M % _ -
04) .................... . .... . . .............. .......... . .. ................... ........ ........
Orolno,?e DIrectlon Arrows
} ` y
Teporry Construction Entrance 22 `\
................. (50 m -�?
— — — — — — — — 43376 5F
- - ; \ t �� t j \ / 511t FenCe
1897! 6 0
............... j ....................................... . . . . . . .............................................. 0 6 3F AO'
Temporary Cl reck Dam
-9,0
r
. ....................... -- - / -1
1 33.46"
................
T
L11771ts of 013turbance
LD
v ........... .............. ........................... . ............ ..............
WETLAND A„ 50ptic,5Ystem 31t--
30175 5F
42,,5 70 5F
0. 96 AC
77
t �! ` /....._... .._ ................ . . . .......... ............ ...... ................. -.._... ......e........_........_.. - -.. c5/ 7 3F Ditch Centerlines
/
x
130/ated Illetl"70d t-/// Areas
L
A,
79
20530 5F
-A, z z 6s. r G�APf�IC SCALE
........................ .................... . . .....
U,
f
z
40 20 0 401
20530 51� A107Z�
-Z,
` \ \ .......... . .
76
24 X35 51�ffZ7- ONLY
d�- A
ON * —�,l
24.0'
Z!
20.0'
Q)
J, .3G, 3.3191 . . .... .... ... . ....... 4,e��541 3. 21 3.03 . .... .... -- 2.54 . .......... .......... 2,64'-, 2.75 . .. .. ................ 2,66 . . ...... 2,57 . . . ................. 2.46 . .... ......... ... - 2.39 . ............ 2.30 . ... ... . . .......... 2.2 V.- - 2,12' O
r-1 /0'-N 1`7 =' /"-% A r-7 -T- E= A / /-% -T-
0-1-00 /+00 2+00 3+00
5 TA T10A1
I MIS&VA
Q)
4+00 5+00 5+55.62
PROJECT REVISIONS
A10, OfSCf /�710AI BY
IAIT
-59 --,5Z�-I-IC
7z - Z07- 01'�-517L
SG
Ji-
OWI\IE,F\I of VELOPE9
NAL) DEVELOPMENT, LLC
PO L90X 7 / 22
JACKSONVILLE, NC 28540
01 FIC,ff., (9 0) 455.6956
CON,5UL TING ENGINEER
TI-10MA5 ENGINEERING, P. A,
P.O. BOX 1309 - 401 110WELL ROAa
IVEWOERAl, /VORT/J CAROLINA 2,5563
01=FlCf: [phone] I'/,X: [phone]
LAND SURVEYOR
NODLf,5, Jr. , PL5# L-2403
66 CAMPEV ROAD
dAY130KO. NCRFt-/CAROLINA 2e3515
FINAL -D,-,'?A "INGS
Released 1-br pei-mits only,
not released lo- r coBstruC64
�G I NEB 'fllf CAR ol
SSI
0"
SEAL SEAL
10147
2-' C--4-38
ROAOWA Y PIED f5
L
GRAPll1C,5CA'f 0109.) 1 150LATEL) WETLAND 1::::71LL PLAN5
Ln G
Ln L
Lr) 1
G-,
1r)
lk
CM
CM
-Z -
-Z -
-Z -
-Z
-Z
C� Q
Q U d
d V U
U Q
Q C
C�
�j f
fS f
fl 6
6, c
c�
0-1-00 /+00 2+00 3+00
5 TA T10A1
I MIS&VA
Q)
4+00 5+00 5+55.62
PROJECT REVISIONS
A10, OfSCf /�710AI BY
IAIT
-59 --,5Z�-I-IC
7z - Z07- 01'�-517L
SG
Ji-
OWI\IE,F\I of VELOPE9
NAL) DEVELOPMENT, LLC
PO L90X 7 / 22
JACKSONVILLE, NC 28540
01 FIC,ff., (9 0) 455.6956
CON,5UL TING ENGINEER
TI-10MA5 ENGINEERING, P. A,
P.O. BOX 1309 - 401 110WELL ROAa
IVEWOERAl, /VORT/J CAROLINA 2,5563
01=FlCf: [phone] I'/,X: [phone]
LAND SURVEYOR
NODLf,5, Jr. , PL5# L-2403
66 CAMPEV ROAD
dAY130KO. NCRFt-/CAROLINA 2e3515
FINAL -D,-,'?A "INGS
Released 1-br pei-mits only,
not released lo- r coBstruC64
�G I NEB 'fllf CAR ol
SSI
0"
SEAL SEAL
10147
2-' C--4-38
ROAOWA Y PIED f5
L
GRAPll1C,5CA'f 0109.) 1 150LATEL) WETLAND 1::::71LL PLAN5

E
A9ATERIALS
! A,9F) 7 . ,CA'1PT10!v DEPTH WIDTH
O
5 9.5A ASPHALT 5URF.ACE COARSE
! .5"
20'
4/
4�
."
...
N
Q -
,
- --
3O
C A5S /I OP. BETTf R SELECT BACK FILL
- - --
�.. _
COMPACTED SUBGRADE AS REOD
2c�v�Y
i -•
11 3 °3942'E 294.23' (TOTAL) CIL
E
A9ATERIALS
! A,9F) 7 . ,CA'1PT10!v DEPTH WIDTH
O
5 9.5A ASPHALT 5URF.ACE COARSE
! .5"
20'
O
CkU5111fo AGGREGATE BASE COAR5E
6"
21
�.a
:LTERNA E. TENSAR GEOGRIO /f
---
- --
3O
C A5S /I OP. BETTf R SELECT BACK FILL
- - --
�.. _
J/
M!N. MIN.
S^ -Y 5 5
4-
a r
f .x .r f
d
-.Y
.e .n r
Hoax. ,+,rax.
2
e — I
�r
seLECr FILL TO ExreND
18 " BEYOND 5TONE
It
COMPACTED 5UBGRAOE
01MEN51ON5
I ARFl 'iTrcre}PTrnAr WIDTH
A
[IDGE OF PAVEMENT
20'
3
5TADILIZED EARTHEN SHOULDER
6'
C
91TCH FRONT SLOPE
7'
D
PITCH BACK 5LOPE
VARIF5
E
RJGHT OF WAY (TOTAL)
VARIES
Nores""
%, PA (/�/ ;� //T !A%OT.yS, � /G //T OF 11415 R0,4D11�/� J'D /HENS /CONS. AND Eft UfMc IrDES /GNS 5h.9LL Bf
115 S /OG1 %✓ f'6PE/N UNLL755 OT//f lllllSL SPDC /f /EO. Gli/7L Pf O /5C2Ef'4NC /�S OCCUk /-AIV •
CO/ ✓TACT T/y 25MG11VffR FOR D /RDCT /CN
2 ALL SL /BG%'AOf5/7ALL BEF /f2000MP%CTf7D fROOI CROLLEO AND /ORTfST29 FOR ODN5 /7YAS
'T(,)/ N - CT CN5 I R /OR r0 PLACfMfiV7 -0/ ?NYPAVLMfN SECT /CNMArfR/AL5 P- /F //
OR CURB AND GL/TTCR
DETAIL R I - TYPICAL .SECTION
`// =Gj
/� D'TA / OP ,POAO /r YO /MDN5 /ONPUR, °05B5 0 ✓L )'
;:F'7Zz,1' TO , ✓/ '�L SZC7101VFOR R04D1VAI'OE7,4&5
DETAIL R2 - TYPICAL CUL Ef 5AC 01MEN51ON5
JOINT F,,Ur -K
/a" ,RADIUS
6„
i
30" —"
30 STANDARD (SPILL)
TOP CURB
GUT TER
� � O
O
CURB AS 5PEC1FlED TYPICAL ASPHALT
441 /�_ 5ECTION
/. CONTRACT /ONJO /NT.5Sf1ALL 3FPLACEDAT /O' /NTfRI/ALS, fXCFRlT/yATA /5'SRAC /NGMAY
TRANS-VERSE EXPANSION JOINT 5fU.5Z22Wl1BiVAMACf/ /NE/_ %SZ22 ORGUf1ffN5A715154CTORYSUR/OPT `CORY / /EIACL=FORM
CAN BEOBTA /NEO GU /T/701JT : "''f"USDOF rL=MfLATES AT /O','/VrfR(/ALS.
2 ✓O /NTSPAC /NGMAYBL ALrc D /FRfQU /RFD BYThL FNG /NcLR
3. CONTRACT /ON✓O /rVT5 MAYG ^INSTALLED BYTHE U5F OF TFMi'LATL=S OR FORMED BYOr%FR
,4PPR0!/fDAiL7i/ODS. Gt/hf SIJCi/✓O /NTSARFNOTFORMED BYTSMPL4TL S A M /NLMUMDLPTh
OF /- / /2 'Sf/ALL BEOBTA //✓
o ALL CONSTRUCT /ON✓O /NTS ✓1ALL BL FILLED LU /T//, /O /NTF /CLL=R AN, S�ALL P
S, �tPA / ✓5 /ON✓O /NTS S//ALL BcSFACfDAT90' /NTERI ALSANO
1-014LL R /GiD 0M1-CTS
E CENTFRL /Nf OF VALLEYGUTT_ ,' LS T/ 1- FLOW INL Of Ti/ECURB It GUTTL=R
7 ALL 15L.41V,9 CURB AND GL/7Tec Sf /ALL BL= /NSTALLL=O A5 SPILL "CURB
DETAIL R3 - 15LAND CURB AI'VD GUTTER DETAIL
I
NATURAL AREA5
COMPACTED BACKPILL IN &
INCH LIFTS AND 95% MIN.
DEN5ITY OR A5 SPECIFIED
BY THE ENGINEER
IMPACTED SELECT
CKPILL WHERE 5PECIFIED
BE INSTALLED IN 6"
TS AND 95% MIN,
N31TY
5TONE TO EXTEND TO 12"
BEYOND PIPE 51DE5 (MIN.)
X57 5TONE
MIN. 6" #57 5TONE
BEDDING
ASPHALT (TYP.)
COMPACTED ABC STONE
A5 SPECIFIED
COMPACTED BACKPILL IN ,5
INCH L1FT5 AND 95% MIN.
DENSITY OR AS SPECIFIED
BY THE ENGINEER
5TONE TO EXTEND TO 12"
BEYOND PIPE 510E5 (MIN.)
#57 STONE
MIN. 6" #57 STONE
BEDDING
PAVED ARfA5
DETAIL R4 - 5 TORM DRAIN TRENCHING DETA I L5
RIP RAP TO EXTEND ONE
— �_w�N ----
ar
LIM L
v� ,.,w ___ww — wa' —ww_
Tf_= - Z 07 OFfS /7Z�SZ/'T /C
J6'7-
/ 1.26-,1-3
a
�
r
�.. _
COMPACTED SUBGRADE AS REOD
LONGITUDINAL BUTT JOINTS
/. CONTRACT /ONJO /NT.5Sf1ALL 3FPLACEDAT /O' /NTfRI/ALS, fXCFRlT/yATA /5'SRAC /NGMAY
TRANS-VERSE EXPANSION JOINT 5fU.5Z22Wl1BiVAMACf/ /NE/_ %SZ22 ORGUf1ffN5A715154CTORYSUR/OPT `CORY / /EIACL=FORM
CAN BEOBTA /NEO GU /T/701JT : "''f"USDOF rL=MfLATES AT /O','/VrfR(/ALS.
2 ✓O /NTSPAC /NGMAYBL ALrc D /FRfQU /RFD BYThL FNG /NcLR
3. CONTRACT /ON✓O /rVT5 MAYG ^INSTALLED BYTHE U5F OF TFMi'LATL=S OR FORMED BYOr%FR
,4PPR0!/fDAiL7i/ODS. Gt/hf SIJCi/✓O /NTSARFNOTFORMED BYTSMPL4TL S A M /NLMUMDLPTh
OF /- / /2 'Sf/ALL BEOBTA //✓
o ALL CONSTRUCT /ON✓O /NTS ✓1ALL BL FILLED LU /T//, /O /NTF /CLL=R AN, S�ALL P
S, �tPA / ✓5 /ON✓O /NTS S//ALL BcSFACfDAT90' /NTERI ALSANO
1-014LL R /GiD 0M1-CTS
E CENTFRL /Nf OF VALLEYGUTT_ ,' LS T/ 1- FLOW INL Of Ti/ECURB It GUTTL=R
7 ALL 15L.41V,9 CURB AND GL/7Tec Sf /ALL BL= /NSTALLL=O A5 SPILL "CURB
DETAIL R3 - 15LAND CURB AI'VD GUTTER DETAIL
I
NATURAL AREA5
COMPACTED BACKPILL IN &
INCH LIFTS AND 95% MIN.
DEN5ITY OR A5 SPECIFIED
BY THE ENGINEER
IMPACTED SELECT
CKPILL WHERE 5PECIFIED
BE INSTALLED IN 6"
TS AND 95% MIN,
N31TY
5TONE TO EXTEND TO 12"
BEYOND PIPE 51DE5 (MIN.)
X57 5TONE
MIN. 6" #57 5TONE
BEDDING
ASPHALT (TYP.)
COMPACTED ABC STONE
A5 SPECIFIED
COMPACTED BACKPILL IN ,5
INCH L1FT5 AND 95% MIN.
DENSITY OR AS SPECIFIED
BY THE ENGINEER
5TONE TO EXTEND TO 12"
BEYOND PIPE 510E5 (MIN.)
#57 STONE
MIN. 6" #57 STONE
BEDDING
PAVED ARfA5
DETAIL R4 - 5 TORM DRAIN TRENCHING DETA I L5
RIP RAP TO EXTEND ONE
— �_w�N ----
ar
LIM L
v� ,.,w ___ww — wa' —ww_
Tf_= - Z 07 OFfS /7Z�SZ/'T /C
J6'7-
/ 1.26-,1-3
a
�
r
�.. _
11 3 °3942'E 294.23' (TOTAL) CIL
•J
Gi
--
14'
l8`
113.4
l
J
T
_..
1 ..
I .....,
_
COMMON AREA H" '
•
-. ._..
� �
DECORAT lVE POND I ;
42
16232 SP
If(
20`
jj
36,00' } Z 192. 74'
I
> F — I I
.r
I
y3� /� � Pc 22956 SP ?
DETAIL R7 - DRIVEWAY ENTRANCE DETAIL (GRUMP FARM ROAD)
/ :1,51
235'
IN BL VD 32 +00 _
� 32 +53 � A
•-- - - e _ __.
60' R/w (PUBLIC) rRO, ,.
RETE FLARED END SECTION
V5/ON5 MAY VARY) +--- — — — — -�
BENCHING 1
7• _ 176.6 r' 20�I,
PT
28 +92 I _
r.
93 39 t t ( OECORATI POND
NOTES:
/. FLARfDENOSECT /ONSMAYORMAYNOTBEUSLO. RffRTOPLAN� LI o
4914M y/NG5AND /OR CONTACT ThB'fNG /NE5R I-OR fLARf �2 DND LOCATIONS. f
O � N
ON r O EINA 91N2 TRBAI -VZAITW /T//OLJTFLARFDEN29 -54
5/M /CAR FA5// /ON TO 71 15OfTA/L. ° P k`
jil
l - `E I l
N�` Ali N I
DETAIL R5 - :5 TORM PIPE OUTLET PROTECTION
AND END TREATMENT DETAIL R8 - DRI VEWAY ENTRANCE DETAIL (BR/CE5 CREEK RO:

L
L
F
t
2 " -3" COAR5E AGGREGATE BA5E _,/
6" TI-flCKNE55 (MIN.)
GEOTEXTILE FABRIC
- - -- — 50' MIN.
GEOTEXTILE ffABRiC
SECTION 411 D1 VERSION TC 01RECT
— -- RUNOff FROM /;/w
OETAI EC l - TEMPORARY GRAVEL CDN5TRUCTION ENTRANCE
IA IIcC Ac. nl cD F('TPI -) RY FNrIN =F2
!VA!NTENENCE
t 1f I `CT DAMS AND CI-IANNEL5
DANIAGE A`TER EAC11 2UNOFF
mil•' �T.
2 . 'O`vE 5E' 'EN'T ACCUMULATED
DA X1'7 A5 NEEDED TO PREVENT
DA. III/ GE TO IAN NEL VEGETATION
'. 3. ALLO'N THE CI IA,NNEL TO DRAIN
TI- -'000h TNf STONE CI ECK DAM AND
PZ, VENT LARNE PLO\j. %S FROM
Ci', :CRY ING 5If DIMi,ffN T OVER Tt1E DAM.
4. Al D 'STONES TO DAM A5 NEEDED TO
M/ ;\ITAIN DCJIGN riEIGHT AND
CROSS- SECT -ON.
#I RI P -RAP (TYP)
18" INTO BANK (TYP)
TOP 51 -RAND
0 GAUGE MIN.
LINE WRE5 12 -112
GAUGE MIN.
BOTTOM STRAND
10 GAUGE MIN.
SILT FENCE NOTES
I . !HIRE SHALL BE A MINIMUM OF 32" IN WIDTH
AND 5HALL HAVE A MINIMUM OF (S LINE WIRES
WITH 12" STAY 5PACING.
2, FILTER FABRIC SHALL BE A MINIML)M OF 36" IN
GROUND LINE WIDTH AND SHALL BE F45TENEO ADEQUATELY
TO THE WIRE A5 DIRECTED BY THE ENGINEER,
3, 5TEEL P05T5 51-IALL BE 5' IN HEIGHT AND
SHALL BE OF THE 5ELF -) A5TENER ANGLE STEEL
TYPE,
4. WIRE FABRIC SHALL BE FA5TENED TO WOOD
P05T5 WITH NOT LE55 THAN #9 WIRE 5TAPLE.5
l -112" LONG.
FTA IL EC2 TEMPORA R Y,5 IL T FENCE
CARRY RIP -:RAP UP 510IL5 OF SPILLWAY
A
NOTE: KEY THE STONE INTO THE DITCH BANKS
30
A MINIMUM Of 18" TO AVOID WASHOUTS
1' 2'
PROM OVERFLOW AROUND THE
N MIN.
DAM
I' MIN. FREEBOARD 00
0
#5 WASHED
p0000°
o °o °o°p0o
°o 0
FLOW - STONE
O 000
°o o °OO o °po 0
00°0 o 0°00�o°0000:
080 ocg o o g 0 06
— TEMPORARY GKA55 75' -100' AHEAD
00000 00°0o0 °0
Of CHECK DAM 'o0°o
°O 00o0
4--# 1 RIP -RAP
PLAN A
VARIES
MIN
10' MINIMUM
SECTION A —A
CARRY RIP -RAP UP 51DE5
Of SPILLWAY (TYP)
-'-- #5 WASHED STONE
VARIES
MAXIMUM SLOPE
DETAIL EC3 — TEMPORARY GRA 'IIEL DAM
I' 2'
i7IN.1 Mlh
TOP OF BERM
['MIN. o
TOP ELEV. OF 5TOR WATER FREEBOARD o
— FLOOD —
5TORAGE ZONE
�� o c
3' SEDIMENT
5TORAGE ZONE $o°
1'; ---- oo-0 °
`r
LISEDIMENT 5' MAX. o DEPTH yz000m
ado
MAXIMUM LEVEL Of
\\ \ SEDIMENT COLLECTED -
CLEAN BA51N WHEN
lfH(S LEVEL IS REACHED
1" MINIMUM
#I RIP -RAP (TYP) I O' MINH\/1UM
I' MIN. FREEBOrARD
\ \ / \\
\/i
#1 RIP -RAP
.•
•
0 00
•• + .•• ,
,(: • • •
. •+ r + �� ++
•
•
• • •. r + • • +•
MAXIMUM
5LOPE
-1� II � 8'
MIN. MIN.
SECTION TURD L3A51N —$ FILTER
CARRY RIP -RAP UP
SIDE5 OF SPILLWAY
(TYP)
#5 WASHED STONE
I/ T tAPPR:OX.) �
l
SECTION THRU 5ERM * PILTER
DETAIL EC4 - TEMPORARY 5E0I MEV T DA5I N
TEMPORARY PERMANENT
Sep -Apr May -Aug Dry Soils Wet 50113
Seed Typle Minimum Application Rate (1b /ac)
Bahia, Pen3acola I/ar.
30
25
Bermuda
30
25
Carpetgrass
TZ- - LOTS
25
Centipede
/0
German Millet .50
50 25
25
Kobe Lespedeza
20
I
Tall Fescue 50
Totals ! 00
50 ! 15
100
DETAIL EC5 - 5EEDI NG 5PECI EI CA T /ON5
A
~
A
4
s 5�
IP r
r� �l
� r
/t/O,
D�SC/� /Pl /Di✓
BY
4914 rF
/
TZ- - LOTS
1
/ /, 2E /3
I
(
I�
OWNER/DEVELOPER r
NAO DEVELOPMENT, LLC (�
PO BOX 712.2
JACK50NVILLE, NC 20540
OFFICE: 091 D) 455.6956 t-
00IV5ULTING ENGINEER
TtIOMA.S ENGINEERING, P. A.
P.O. BOX 1309 - 401 HOWELL ROAD
NEW BERN, NORTH CAROLINA 26563
OFFICE: (252) 637 -2727 FfU: (252) 636 -244£
LAND 5URVEYOR 4 `
_ f
11ERBERT J. N05LE5, JR. , PL5# L -2403
186 CAMPEN ROAD
5m,50RO NOR I- CAROLINA 26515
4
Released lbr permits only,
loot released for c(:): lore.
`111111[! �I
1111tIIPI;� t C �
R o
old, . �
o
SEAL 9 - - SEAL
C -438 ¢= 10147
I
EROSION CONTROL ETAILS a
V
ISOLATED WETLAND SILL PLANS
for
LINDENRAIN 5U501 V15ON
a
TOWN,5N1P 171 CRAVEN COUNTY / NORTH CAROLINA
5CALE: N. T.5. DATE' 1 1.20. 13
PROJECT #: 2013-010 SHEET: 05 o� 05
r
y
P�
IN