20200812 Ver 1_work plans_20200807

N Impact Summary:
W 1: Culvert 0.018 acres (781.62 ft2)
W2: Clearing 0.003 acres (135.63 ft2) 01 ' 1.
oilike*
• '4"I 41#4°. °r‘. 4414A
•
xx_ ' >< IpAATI.#40 r 4
838.01
o"E ',q STA: 5;4.56 OFF:-57.79E , •
-DIRECTORY .! •18]8
F C F �����V. 15.03(B)3 CP
204 x WOO n 200
iti,CB:.,02C$ ��215':.03 OFF: LGL --_r� � ,,
U INVI .86(W)2..-CP `
4:0 �� _ INV IN:15. "RC•
�,(,�. ==��= INV OUT:15.20 CP �, OP?"
\� 04. 1
lik_ ____ __
��1, \ \ 9 F W1 _ _
ti
\`\ ��sXsO ��' W2 4\ _
, h)
'�,v... \mowv`\..
it ,
0FECE \ %. 'c� — — x`N /� � \k \ keLl:\ �y
*4
2'' 0 5 10 20 Feet h/°RIM=22.08' So
e6 - I I I I I I Iry ', F
H`oNSO /// ` \ .310.02 \ 8%QO 'FF:42.80R ��W % ♦ 100225.100 FF:60.
IIk/O 5. W)24"R \ \
/4Z-
:18:CP ..
x ' /( / 5i
/ % ryp p }mil \ �\ 2J9%O /�
� 9 /
vc\,, _
�
..,,,,....e..„•,,,, ,,,: .,\ ,,
Legend O*o0 \ �,�� / 1
. oo ,
•- . •. 4 4
- 4(1 4*
Impact Type Proposed Ditch C �� ��0%so Q, 4
' , (\)Mechanized �\\� •
* Clearing Proposed Pipe - �•
_ i ,N, . ,
Culvert Proposed Silt °� h 4'cy \ c
Fence C '` sT 2,xs0
- A Fill � �.� ����I,
Cut Line
� 4 \�
Imo- Riprap
o Op
�` Fill Line PROJECT BIRCH AND DUNCAN STREET TITLE
WetlandEdgeDAVENPORT
ProposedSITE 1 - IMPACTS FIGURE
ROADWAY IMPROVEMENTS
of Pavement CAMP LEJEUNE, NC TO STREAM AND
Proposed Boulevard, Suite E ONSLOW COUNTY 1 A ,
3722 Shipyard Riprap Proposed Curb 0 15 30 60 90 120 JOB NO. DATE WETLANDS
Feet Wilmington, North Carolina 28403 170815 JUN 2020
\V_ I I / � .

N Impact Summary: \\\\\ •1 14*
- -
2._____ ei, ) oA. .03,
_.-0...-._4 X
,--,,,4..,4.,........__:
1I;#00-
14
t0
.to pa4
11' 4
-S
\,
\
_
\_,
W1: Culvert 0.018 acres (781.62 ft2) \\ \ I
W2: Clearing 0.003 acres (135.63 ft2) \\\\
000 4 \\
...40
\
% csw \ \ay\
_ 838.01 j� 2 4 v v
HH[ ,i` STA: - 4.S60FF:-57.79E�/ '9 � \ \ \
—DIRECTORY .!(T':18.7 --- \ \
K SIGN --
•
�— _ - 204 _ ���� ���� 200 — \ \ \\s EI i... _ .\\�\\ \ CB.. 02 a$ �#0,01..-
• � N. N.
�\ �\ E..2213516.
15�:.030FF: LGL -_r \ \
17
/ ' \\�� \ \\ RJa/�A111� RC• \
N.
---------.--------_,------- *....." -------*C; .216, ..-... ', --, . /
------- -..., _ _—, r 7 (_1:VV1':1 2-,T2,l ' '
,..,.....___ -_,.......7,-____ _,..,______________-_,___; __-_____-----0,,,,,\, "•---- ...:-
-..,,,,‘
kiiv _ _
_ ,,,.._,
.,.....7._., ,,,‘„,,,Ao, \ ..,\,..... , ....,,,, ,,,,
.....„ ,,,,A,,, ._, , \ ., „„„,
.....
\-; 0,,, ,,,, _ ,,,, +,,,,,,„„, t.„
, .....
..... .,,,
3"ORIFICE . ' \ \ \ , VRIM-.OS \
,,, , 4 , _, -o \\ 'SO 0 5 10 20 Feet ,_,
\
ryry06 a Fs
ZFv O O � \\ \ \ \ I — — 1G \
1 , \� ��w �v� A\ 2 �O
\ 78
\ h� . /
W118"RCP i,�,o x \NU(I 8. \4\\C ��\�\\ \\ \
. x N,.. -\....., , it
.'-- :'S.:''''.:'::.::';'.
� ���Av��.2...2t7: .:vwv 2js S I
�* /P./\ V v �� �� A�� V 0
\ \\ \; , zs
\\ ��•\\,\ \ 1 ii/- I
Legend _\\\\\��„�\ \\\ €F �, �o
DENSE TREES \\,,\\��\ N. \ \ ,l.D Allh lir.
impact Type Proposed Ditch �C\ \\\' \\\ 22p%s \ \ I•
p yp p vvvv--..- , , ....„ ivvvv ° ,
Mechanized \�-\ o \ \
ale Clearing Proposed Pipe \ \\\\\\\\\ / c227 \
Culvert Proposed Silt vv��� v � ��� vv ��� �� e�'S'e C,
Fence c �\`��\\� \\ '` ysT 27 SO \ �`1 _\\
\ x
- A Fill Cut Line ' � �� oo �"�„,„Riprap c) x0p
iR. Fill Line PROJECT TITLE FIGURE
Wetland \ DAVENPORT BIRCH AND DUNCAN STREET SITE 1 - IMPACTS
Proposed Edge ROADWAY IMPROVEMENTS
of Pavement CAMP LEJEUNE, NC TO STREAM AND
Proposed ONSLOW
\ 3722 Shipyard Boulevard, Suite E COUNTY 1 B ,
Riprap Proposed Curb 0 15 30 60 90 120 WETLANDS
Feet Wilmington, North Carolina 28403 JOB NO. DATE \
170815 JUN 2020

N Impact Summary:
W3: Roadway Fill 0.008 acres (361.77 ft2)
W4: Fill (Riprap) 0.004 acres (153.73 ft2)
`-'-- 1 W5: Clearing 0.001 acres (65.13 ft2)
0
W4
83801 // �..- .
STA:215+74.56 OFF:57 79L // ♦.'
��-._,5.03(S)3 CP ,. �1 .
' S'e'l 1 F—.-.-207"'''''— F VA4 -----A—_____
204 wL
4+50 - INV IN:15. "RC• `:° P''.
-- _' •r• ` \ INV OUT 15.20 CP
I \�. \ 9 F: 6'6-o 'ea
W3 IWId
oti.
--: :do'*--,-
0 ,,, wdim /
c
- °RIM-22O8' 2'�s° 0 5 10 20 Feet /
e� soh �o`',���° �ti\ • FV I I I I I I I I I aft
°F 1r/ ti5 ������� 279 (��
N,oN �// CES T1:2. - ° Ii
. /
/, ' /( /
�>p 27 F
------.-- . a e ' yl` /
4 h
279
/P / \ \�� lJ '-\A'� AV S0 /
y\
0
Legend \ \� 1/ /
° �/�� h
�_
Impact Type Proposed Ditch so Q� 4% IrS
Mechanized \ �\ - . x kyr
CIE Clearing Proposed Pipe \ ��2,
T
, •• ,1 ir\
Culvert Proposed Silt �A1 ? :
� a '�'cyl °
2x°0
Riprap PROJECT TITLE FIGURE
Fill Line
Wetland DAVENPORT BIRCH AND DUNCAN STREET SITE 1 - IMPACTS
Proposed Edge ROADWAY IMPROVEMENTS
of Pavement CAMP LEJEUNE, NC TO STREAM AND
� XXXProposed ONSLOW COUNTY 2A
Riprap Proposed Curb 0 15 30 60 90 120 3722 Shipyard Boulevard, Suite E JOBNo. DATE WETLANDS
Feet Wilmington, North Carolina 28403 170815 JUN 2020

N Impact Summary:
W3: Roadway Fill 0.008 acres (361.77 ft2)
W4: Fill (Riprap) 0.004 acres (153.73 ft2)
" _\ 1 W5: Clearing 0.001 acres (65.13 ft2)
O
000
csw W4
# A r W5 e /�� /:�� j
838.01
GM[ STA. - 4.S60FF.57.79E // •� ♦.
— _ - -DIRECTORY — ' �`��'��T.:18.7: •.♦•,♦♦�y♦`�,.,
---_ e K SIG - -2 -.` —� -- —ll �,♦.��.�,
SS,
— —
204 s
2`-..›...:N...„'',..N....„ . ---------..________
��/ �� // "_—_—_—j s> `\ OPTIC \ �\sxSO \\�\��� \\\\—�--W -- — \\ fi
hOry
-_-411114
,........k,.. .......„ 17,
......2-„.„.---, , _,,,...--, 4_,Li \ 00 -.. --. -- *---, -, -_ /
,......., - ,0,0 \
\g*g"g .), ,..
..)\
3"GRIFICE . °' -\�›\\ \ `\o `\\ 27,. \\\ 0 5 10 20 Feet �� \ ,\ / yoti
1 \ ,\ \RIM�2.08'
-,o0,
sE
m� ESQ ^ \\ \ - \ So -- \
\
FF:42.80R tiFir
C•,N, '�\N. \ .\\��.., \ \\ 4S) . /
W118"RCP INVO 8. \ 4\'-CAS� �� \ Q
/� v� vv N. xS0 �w • / /
\ \�\ \\�\\ �\\\N. 27gxS
/ ,f'
1/
Legend �� \ \\��„�\ ` \ �, h� ` I
DENSE TREES \\�\\��\ N. \\ — .j.� h 1'\
Impact Type ��'�� \\\ 2oxs \ Imo,
p yp Proposed Ditch -. \ \\ 0 1„
Mechanized \\ \ � \ \
Proposed Pipe \\\ �2 `\
CIE Clearing \ \\\ 7�
Culvert Proposed Silt
\ \\\ r \ °� h� e�Rcti \
Fence �'\ \�\\\\ ►\ l 27 S0 � —
\ x
Fill Cut Line � \\\
\ o \
1,7
PROJECT TITLE �� \ %00
Riprap FIGURE
� Fill Line BIRCH AND DUNCAN STREET SITE 1 - IMPACTS �
Wetland Proposed Edge 0 DAVENPORT ROADWAY IMPROVEMENTS
of Pavement CAMP LEJEUNE, NC TO STREAM AND
Proposed ONSLOW COUNTY 2 B ,
Riprap Proposed Curb 0 15 30 60 90 120 3722 Shipyard Boulevard, Suite E WETLANDS
Feet Wilmington, North Carolina 28403 JOB NO. DATE \
170815 JUN 2020

N L..............:z
' �r'' \ i° 0 5 10 20 Feet
‘hhhi.:_.
I I I I I I I I I �� .,�
DENSE TREES •
Aril
, \ S2 �-
_ _
,,,,„
CO _
/ / e•
pp-----—.........................._—____ mbi. \ _
(\, \ -TPED / IIQ
0 " QD 4252
n C •
• /_ //: /
zDE SE TREES ' • '�ISSW0l INV I :2t43(S )60:59.27E ,VI—.�, .ITOP900W7 I I222+ \ .40 ile*
INV IN:2.94(SW)60 �I
•
2231.00 254 ♦�,♦♦♦ \ -� `•♦�,. 7
''.,11 ______
.i it /� � STA:225.70.39 OFF:-25.6 j ♦♦
LE 223+gp ,C STA 225. W6 ��4,V� i. /'---. -- 15 RCP___iy ‘t .''; ?,
7S °9RV OUT.15.50(NW115"RCP _ii� ` '. -,
24+pp '_ �1
v --------6"-0 224+•p , -_ F �F F��
ST225+p0 W8MN ` /
\' �� +50 26+
(` ` ` ` _ 00
\ __ 226+50
227+00 2�
Apr
\mil \ �\ 29 ��` ,000
TR 4
30 F CO
30'PCP
----
->� r
,� a' _ I■
,002
1004
Legend —
Impact Summary:
Impact Type Proposed Ditch W6: Excavation 0.001 acres (6.46 ft2)
Cleah nnized Proposed i W7: Fill (Riprap) 0.001 acres (16.10 ft2)
Mec9 Sidewalk/Path W8: Clearing 0.001 acres (51.15 ft2)
Excavation S1: Inlet Protection and Bank Stabilization 17 linear feet
Proposed Pipe S2: 60" RCP 23 linear feet
r;IRI Riprap C cut Line S3: Channel Alignment 5 linear feet
Note: Riprap to be set (buried) in stream channel
Permanent
/ Stream Impact F Fill Line
CS
Stream Proposed Edge
of Pavement
- Wetland
Proposed Curb PROJECT TITLE FIGURE
Proposed DAVENPORT
BIRCH AND DUNCAN STREET SITE 2 - IMPACTS
Riprap Proposed libROADWAY IMPROVEMENTS
Guardrail CAMP LEJEUNE, NC TO STREAM AND ONSLOW COUNTY 3A
Proposed Silt 0 15 30 60 90 120 3722 Shipyard Boulevard, Suite E WETLANDS
T Fence Feet Wilmington, North Carolina 28403 JOB NO. DATE
170815 JUN 2020 1

, r7V, ___ _____ ____ —__ _
ul .1/".1 i` 0---i5 :117I10 20 Feet -- o__
/ \ — DENSE TREES ii1111 _
_1'// ///^ \ _ 1- __ ll—_ \\\
-_P4__1__/_P__---...-
�� / CSC \ \ \ \ • \\
V U D i
\ \ .---.----- _----- --- '.7N1 , 1"----ft.' -------, e: -4e;444-'-'-''-',2".-'. .. \I
01,b.P.401
\ DE SE TREES ///ie-. /�////// ///^\\\ \ \\\\\ \\\ \\
2�ZX/� \\\ SW O ////// ///-6--//-5//// ` l \\`\\ \
t7J \
E + '.7
STA:225.43.21 OFF:-59.27E // /`_\\�-a\\\\\\ \ \ \
TOP.9.00 \ WT \ \
\--,\ 222XS0 \\�\ ` ;��`'• INV IN:2.94(SW)60"RCP \ \\\ \ \\\\\\ ' // \\, //
--. -1 \V•alr 7 1 ----- % / / / / /
2 3X \\ \ ` 19"RCP ��/l�♦♦.• �\ /
\ -lam00 \\\\\ \ _ /` / / I I \\ 15"RCP •'��I,, P C864o.02 `\ i \ / S1 / / l / / // /
� 1 \ `/ \\\ \\\\___ STA:225.70.39 OFF:-25.6 \ \ \ c \ / / l J/_—1 / / / / // //
\�\ 23XS0 \\\ \\ \ - �� TOP:OUT
1 \ WU \ / i- i- /� / / / / ♦�
IE \\ \ \ �= \ 75.,, --= °9RV OUT.15.50(NW)15" `\ \ eibt‘ / // ,/
/ / / /
\\\\ \\ \ \ --'�--=---- -p \ i/ // i/i/� j j/ /
\\\\\•\\�\ SiRC ------------ /// i i // j //
"if ----
7.
/
/
\.\\\\ \ _\ _` �_6..-,„.-..
— -BODY SHOP SIGN =,R.56'16) ///("P
/ / / / /
\\\ \ \\ \ TR _`-__ — _ = `_\ _ / / /
\\ \ \ \ \ 1 - - - - � ��� —mot
AC I ' __..,-.. mate..... , _AII-1/ tg'
vvv v�v v vy,vvv v / / vv III 1 DDz
\\ \\\ \ \\\ \ \�\I11 I11 1
\\.. \\\\\\\\\\\: \ 1 /�,/%ice% 11 1I//, 1004 PHoi
\\ \ \ /ii�%l l 1
Legend /// //// // -
////; - Impact Summary:
Impact Type Proposed Ditch '/�// /�/ 5 L, W6: Excavation 0.001 acres (6.46 ft2)Mechanized Proposed W7: Fill (Riprap) 0.001 acres (16.10 ft2)
ill
* Clearing Sidewalk/Path W8: Clearing 0.001 acres (51.15 ft2)
Excavation Si: Inlet Protection and Bank Stabilization 17 linear feet
Proposed Pipe S2: 60" RCP 23 linear feet
^ Riprap C cut Line S3: Channel Alignment 5 linear feet
Note: Riprap to be set (buried) in stream channel
/ Permanent
/ Stream Impact F Fill Line
S
Stream Proposed Edge
of Pavement
Wetland
Proposed Curb PROJECT TITLE FIGURE
Proposed DAVENPORT BIRCH AND DUNCAN STREET SITE 2 - IMPACTS
Riprap Proposed fibROADWAY IMPROVEMENTS
Guardrail CAMP LEJEUNE, NC TO STREAM AND ONSLOW COUNTY 3 B
Proposed Silt 0 15 30 60 90 120 3722 Shipyard Boulevard, Suite E WETLANDS
T Fence Feet Wilmington, North Carolina 28403 JOB NO. DATE
170815 JUN 2020 1

N/
�r
, \ �° 0 5 10 20 Feet
ii.
11111'-----
\ - DENSE TREES —
� � PD2 /
p -....__.,._ ._TPED/ �/ .,, — •�� 2 O J '
41111Filh:
/ \
�ti F
cT
TL _ 4� , W 10
\ 1.
of sETREEs ♦ - ♦♦
22 / ,' :
X00 1111111
sw
�D �\ -- Or
STA:225t43.210FF:-59.27E � ��...♦♦♦..
�� 222+Jr0 \\ ,. � NTOP
VPIN:2.94(SW)60"RCP \ �:•
�♦'��.♦♦♦..
254 JJ &, ���� , s:,,I, . Rly
2 15"/RCP Sal.�, / C8840.02 . ' Air
/� STA:225t70.39 OFF:-25.6 \' .♦,` ,.
�E 23+`SO TOP:23.92 •,.� ',
J6, � °9RV OT.15.50(NW I15"RCP
pP,., CS W
a+pp F �— — •�• S4
:R.CP 224+•0 F
��
225+00 ��' �� N
225+50 ,
C, - ' ` ` �� 226+pp 226+50 �/
``` 227+00 2 \
\ ` 28
-
\ �\ `-,-- 1000 ,
rR ` Iel��� i _
A �— _ 30"P,CP — 30 F CP_ j �
c \ � 1 _ Vic — Ni
�V. l -
F�—r o T
�.
1
002
\ 1004
Legend -
- Impact Summary:
Impact Type Proposed Ditch W9: Fill (Riprap) 0.001 acres (5.91 ft2)
Mechanized Proposed W10: Clearing 0.001 acres (14.50 ft2)
* Clearing Sidewalk/Path S4: Outlet Protection and Bank Stabilization 31 linear feet
Excavation Note: Riprap to be set (buried) in stream channel
Proposed Pipe
Riprap
C Cut Line
Permanent
Stream Impact F Fill Line
CS
Stream Proposed Edge
of Pavement
. Wetland
Proposed Curb PROJECT TITLE
Proposed DAVENPORT BIRCH AND DUNCAN STREET SITE 3 - IMPACTS FIGURE
Riprap Proposed ROADWAY IMPROVEMENTS
Guardrail CAMP LEJEUNE, NC TO STREAM AND
Proposed Silt 3722 Shipyard Boulevard, Suite E ONSLOW COUNTY 4A
0 15 30 60 90 120 py WETLANDS
T Fence CIIIIII Feet Wilmington, North Carolina 28403 JOB NO. DATE
170815 JUN 2020 1

. 7 / , , , r7rfW
j \ �° 0 5 10 20 Feet
\ DENSE TREES
. *)_:;":
K � ?
-TPED I-II --� J4�e- �/ 2vOQ J� 410,,
1-J
252 10\ if
W10
w.
4., \� \� \\ -.. '` ' \ i - GE SE TREES /♦♦;�'��♦'.
' 111111111110441414
SW
Q -
E 7
STA:225t43.210FF:-59.27E ♦ � .♦♦♦.
222%SO \\\\\\ \ ,.,�.,• INV IN:2.94(SW)60"RCP .♦�� �.♦♦♦.
�\ \ \ 15"RCP V ,
22.�% \\ ` III .�%!� . I "��
\ _ 44 , 4 \ I g
\\ �/' 15"RCP . CB 840.02
\\ \ - ��/ \ �� \\�_ F STA:225t70.390FF:-25.6 \ /
\ 223%6
\ \ C� � \� - TOP:23.92 �'
1
\\ 0 \ _ � � — _ °9RV OUT.15.50(NW)15"RCP ,
\�- �- = : \\\\ - __-- \\tea �' =� S4
\--, —\\\\ -�`225+pp c
_
e1/7--
+00
— _
----\\,,\ cam
, \\ \\�\� ��\ _� _ moo — �� ----1&— --a5__\ ` s _
rim"-
_ _ _ _ ___ Illeirill:111.1"'.--1 - 1\,Fi„......"''''''_________a___7 -, -- ,, _
\\\�\\-\\\\\\\N,\\ ___— f;\� \\� \III I I --
vv�vv��vvvv��A, vv� ,1, .---,.II11III 1 Gaz
II 1,1
"Legend "'/ // /
SW
i
'/% /i/; Impact Summary:
Impact Type Proposed Ditch !/ i /i 5„
i, L Q GATE W9: Fill (Riprap) 0.001 acres (5.91 ft2)
Mechanized Proposed i If W 1 0: Clearing 0.001 acres (14.50 ft2)
* Clearing Sidewalk/Path _° [ S4: Outlet Protection and Bank Stabilization 31 linear feet
Excavation Note: Riprap to be set (buried) in stream channel
Proposed Pipe
Riprap
C Cut Line
jI Permanent
Stream Impact F Fill Line
S
Stream Proposed Edge
of Pavement
Wetland PROJECT TITLE FIGURE
Proposed Curb
Proposed DAVENPORT BIRCH AND DUNCAN STREET SITE 3 - IMPACTS
Riprap Proposed ROADWAY IMPROVEMENTS
Guardrail CAMP LEJEUNE, NC TO STREAM AND
Proposed Silt 3722 ShipyardSuite ONSLOW COUNTY 4B
0 15 30 60 90 12o pyd Boulevard, E WETLANDS
T Fence Feet Wilmington, North Carolina 28403 JOB NO. DATE
170815 JUN 2020

N ^-/
xv-
•
__. Z•. •
coxOO
S6 . "------.
60 • 72"RCP ;I ��� N
s03,30 \ �it.'.�A .. 4 r V��r�7L11l1.��or.����2111a t A
„b., -
•
.4,....
,.\ ,
tAIIH‘)C
V
•
0„,, ....._ ..... A46-6 II cc
Nh
:0 .4. *VI 11116. ,..,, Al• .t • —
_ \
\ SOY •t\t‘ °�, .� O� `�; To: /� o� , 0 15 30 60 Feet
a � ‘,..
Vt'FI:lao,rar,
y*, so. I io
4....„,
A, .., ,
le
a�, �''<, .R Impact Summary:
\ 6°sxs° A 4,,, 4����1 �� � S5: 72" RCP 170 linear feet
� S6: Outlet Protection and Bank Stabilization 48 linear feet
0 ,3
NNN
6p6`°° �� \ q �_,s , ,,, Note: Riprap to be set (buried) in stream channel
OFF as oo� AacP \
rsEnsRcr s. 50 -- \:, w e, Rc-
ieIllbolllipalike9 24- ��-. 608 00 ,E
/ . a.,0000FFi , 9i a4 v
/ „,amsRP eas ry
o o�w„5'RCP RP ° v \
o�36„R wROP I '+'Y� ---,, °
reE,sRP /I* r
� �\ \
4, N
\, ''69'6'0 N ----___INV OUT70 32( . *W A'----- z ("'"' Sz ,:, ' .0.9.6, \ cD "4 ''''
Iv, \\ N
,,N N
so., /��x ; A
Qa.
•
#. /„.„ v
,40..
<,,:,,,/, cci ‘Ir\ '‘'.1f,4.0.4\, ,, Np,,;, \\ \N„ \4 \\1111: C3 1:4:*:\---icI
\ ,,5,7 \ATIPA ' 0 e
.: IA .'
LegendA 3130 °°° '°ea :�1„�'°
411 •i \ s..
Impact Type Proposed Ditch r �� ,�� �`� , �E�' ' �'
li,
� Permanent 111‘
i �� 4. ° Till 1010111
�����
NN ,,,:x6 41 '/*\
/"i Stream Impact Proposed Pipe s, «s r v \ '� Ili ��"•iStF , 0
J s Stream Proposed Edge \ ��� ��� ` �' ��4,0 \-%.19 \ V� �° A a•�,111.
of Pavement \ ZN ..S/.l 7 Wz'''' v. •\� , � ; .!�-
<i< Pro Proposed �/ i -�®�" 'p \I'A ►, \ 111
Riprap Proposed Curb �I 1PV �� s�
N s ♦ s0
A*iifir'
Proposed Silt _ +� •�� • i'
p Proposed ;4ti, �. ���• /• /��� . �
ti �
VII
Fence Sidewalk/Path `�' v +'�� PROJECT TITLE
c Cut Line Proposed \ �' , ¢ � � BIRCH AND DUNCAN STREET SATE 4 IMPACTS FIGURE
Guardrail � DAVENPORT ROADWAY IMPROVEMENTS
\ °� /)._j ( CAMP LEJEUNE, NC TO STREAM AND
F Fill Line ONSLOW COUNTY 5A
Proposed 0 20 40 80 120 160 3722 Shipyard Boulevard, Suite E WETLANDS
Retaining Wall Feet Wilmington, North Carolina 28403 JOB NO. DATE
\ ==== = 170815 JUN 2020
/ �C� ;'-' , lz ,./ \ '''''49\ \ X ,. .

'.-Illizz
/.''''../
'z':irz:--'2-.•1 iz:' I/7-11 1:111...1/4-//14/IF/
i /i�% i- ;- i i/// // S5 /// Cp0 /i'� // „ o�i I'
N 'IMES 1 I•W lig-ISIR ' -4-------.4.--51Wailfit-.0%"r ,-.---;/..',7,/,----",///- /2 //) / (ct /\ '
— 6b3,,k, \ \ r,...A , 4 ommigrar.owarizsmcith..1.--,2=a mr....imimisalm=rwitnimm '-". -47,
\ r „4„,,,„ / , , // /// ,- • r- „,-,///:- y
,._. __
.......__,......___ „to / / , , „ /„. , 4) a . „ „ , „ „
„ _________c5
, , , e(,_ .. _ .
, ,— . 6.0„,*\;, N ,,,/ / , , ,,,,/, ,
4,7404. .... ....,,,, , , ,,,v „ , , Y
•
\ N 0 0) �� �� /// / /-/ / �' 0 15 30 60 Feet
,,('--°',"\\::.
/
/ / `,., \ \• \
114161\ 9°° 'S. .., •. .1\ / ,/// /7 -----Illiitit.A*_/ '.'" (6-' co .. -
/ v v\v o. ♦Q� 3a�3a ,.PP.zb
/ \`Ipr - a c.4.04 ` °7= Im act Summa
�r vvv� �� s°s� aaao ��•\����,���a� ����,�����'�, —,� S5: 72 RCP 170 linear feet
�� ---_
\ / % _ _ _ `�� S6: Outlet Protection and Bank Stabilization 48 linear feet
OFF soo �\ . s°6�a � 60 ��� tea, -- = y\.. \�� Note: Riprap to be set (buried) in stream channel
Nv v 7 N:N, ,, . .. ,.2�� II I l ) i � � � 8*0 �wv�
=1::.."
`�� \mix NE„6)RCP .4.:% I rye ' o� P `\ 1_ \ `���� \\\
s"s � vv v �R z.�� V / :�ems;: v � o \VAS\\\\'\\, \\ C]
\'' \\v a'
° v\ vv v pk \ - Illr 4r N� v vvvv.
"N„..,,,,,, NLN, \.,,,, N\z,‘N\ c 1 ‘, 41/4244-.4,F.Ly! . \ \ /V
/ 1\,\'A4 \N \\* \\O\ 4.\
Asovvv vv`� v �� / p. s / ��,� �� , j v vv v�v� vv �� ❑ ��
s° N\Av V l $r,N .,,,,,,, \ \Allk. '' 1"/ 'go, \\\\\\
A \°a � vv A vv v
N \ NV *rik.
\ s ' 4610, ,_ _ ,
Legend :rs� S% . ` ""` .e;� \ . ,�
` h.,„,,,,,...„...* iii .,
':7
R.o �� O �� } \ \\`�\�`\ F� +�
R� � � �' .ens
'4:.41411111111:4
r\\7\\/'r\/\
'::
♦ 1:
,/::
-.
Impact Type ♦ ,� ����,.f.�.,,.;-�°r���-
Proposed Ditch y p �,�� _
\N
/'''
,.''
/ Permanent ` \ +�, i a:� � � �� t'd e 1�'►„
r\
\‘\
Pro osed Pies �� "�
/
Stream Impact p p � \ av `l �®�� �\.r
� � � ■r��►��n�k�
:llillal --.
Ili
�s Stream Proposed Edge I\`\ \`�\ \ �'�`� �'�,� `�!'�� �� i���! � '=° ":�� ,.��:'`n,
/'
of Pavement �� � 1. ♦ vy � a ,,�.,�. _ J!_,...
*-
'''''
Pro osed v / /i � �� v, f="'_.®�... .•
.-\\\\\\-\
<i< Ri ra Pro osed Curb •��• ` `� �4 ( v •
, \ \�
Pro osed Silt �i '� �� '_ ��+�• �` � � i��-
p Proposed \� • ;4f, �.. � /-� °�
Fence Sidewalk/Path %1�" � •��� PROJECT TITLE
10' ��'� \;k i _ ,1 FIGURE
C Cut Line Proposed _ �' ` `� DAV E ORT BIRCH AND DUNCAN STREET SITE 4 MPACTS
�' `' "' ROADWAY IMPROVEMENTS
‘412Em
Guardrail s � ._,
`\ � ,�� CAMP LEJEUNE, NC TO STREAM AND
Fill Line \ E ONSLOW COUNTY 5 B
Proposed \\ 0 20 40 80 120 160 � 3722 Shipyard Boulevard, Suite E WETLANDS
Retaining Wall \ Feet Wilmington, North Carolina 28403 JOB NODATE JuN zozo
v ��� yv ii �. v v\ ` 3oFF.=as\ u... .

ii iv*, ‘:st:irLt,4 . o - :2621 _ s7: RCP I near feet
e.., ,
66613+0708 613+50 c.)E6 A +I 1
III .101111.11.1. —
H----------------Ct
• • .
Ac° _\.'• C .
\ -0 ''''''' 6,, \ • Ilk AI
.., ,O .,,c,\) m .,--imigliki
. . A 1'
• T,:,..x 3;b0 •-CO =,re 7..... -
, .
AI '';' / • • ' -m7.#11r- -- • . • • • i (Y•11-Wr iiimilM;
\ obilm•- -, ‘_-•oi , ..:.
,,..1.•,,,,,,r via ' &./. 8, ,. ..., / trW 'PO
o \ ow,„,001410 , .____________________ToB__ z ..•4 t ilyqzirdmill- ' ligatina:Ayn -Awswiii."-= !--alla%I
W-1-1e......, alk,c, wirw-MAT4AW1.45%, - r.-.1-.1iiiwrio,.--grookriffilliligiff...W.411,..1
14
A, .5 PP
-WW 01StrillIttl .411111 , -. ..T.eF L„.. ..V,,, °) 4' 411/ TANA •
e..._. Ai.' 4 Alljts" 1.0•1011111,
/ "z
_ .11\
\ s‘\
'7.,0
111003:A .111.141
-c\ ':' MitaN0,1*:, •
6,\
.. . . . .,.. ,
ii.... ..' \ . RIP R____IFIAF jito I Ark
S8 t4 111, \rcb,3 i/d
1
6 41,AlM10
Iw1N
0 15 310It
1 1 1 60 Feet /
, \\,\\\ . x. 6,,,,,, ,\ . ististc,...:7-7.111,,,,,•Ti.. , _ 4 _ t/ A,
6, /..,..",,..re 141111, \\ \ Nit. e" .4111rAireillaIM lih„ ••,,,,/,,, 1
..-/ Z) Impact Summary: o io 20 40 Feet
AV' 1,0,..1 '. ‘ • 6,,, 111111111111k 830
JB 800 34 W 1 1: Roadway Fill 0.003 acres (115.02 sq. ft2) iiiiiiiii
4.. 4 % STA 610.27 FF 87,
S8: Outlet Protection and Bank Stabilization 39 linear feet
..1 =
\\ %• 0 , S9: Outlet Protection and Bank Stabilization 8 linear feet ____4, '`,?( 4(
'S S 1 0: Spillgate Removal (Temporary) 29 linear feet
/6•:*, •• 04111,
ity8 '-'•, 4), Note: RI rap to b xie\p:i,,, .\(b purie:,,003_,,,,in s 6.tre,a,__,,,,.m ch„annel'/s1".,9411:1440•\,,)'',
NKN,,./''''')., ' ''/te, i *•-,,...4`."t•*-;'.•-:i•,fr
I,.
N
d
,838
+
)*4±Aw0 AN11IPIP
II
/ \
Legend .
Impact Type — — Proposed Ditch , ,'.4111/40 , z /
, 7' - i ) - z/ \ : 6`,,, t . •
Permanent
Stream Impact Proposed Pipe ,,,,,-,„ „
.. O'/ • ' \
/
1 4' 111::.".• °) 63 a 6L
Proposed Edge , .06. '''-\,,,, ' I,o' '-e . \ \ ' ,,,, poi 'xs — iffe , et s• s
of Pavement 4111 \ • , ./
) + &S.4 „-' '''• \ \ \ ,-4 F fr, 4
„ ,jaw4';m0-0.4111/411/PA'-4„, 0 • 10 \, ,.
\ Stream Impact Proposed Curb
.,.
. „
_ _ Wetland Proposed
N.\). ,• ' a
Sidewalk/Path y 44/ - N o, 0 •
/
Proposed #./ '',''28' '17L
Stormwater oo /
Structure , e• Okx
\I . •,:!,, i, o / / /
Pro PROJECT TITLEp '‘,. 4
Proposed Silt .
_._ Guardrail - ',.
Fence i1/4:::Zrok:.., FIGURE
BIRCH AND DUNCAN STREET SITE 5 - IMPACTS
Proposed ID DAV ENDORT ROADWAY IMPROVEMENTS
C Cut Line Retaining Wall , CAMP LEJEUNE, NC TO STREAM AND
ONSLOW COUNTY 6A
F— Fill Line \
0 20 40 80 120 160 / 3722 Shipyard Boulevard, Suite E WETLANDS P
Wilmington, North Carolina 28403 JOB NO DATE
''k• ' 25 08'
Feet ' "-8°- — 170815 JUN 2020
I
I N Z \*-1,\\ \
., ,r.
, N‘ \ ,,
Ac)2( Gr.

, N \ \ \ \\�\\\- \ \\ `\, a3 ❑ �a* 613+00 613+50 �'6 A +I Uev
a.)-,,..,Wil*Ili --,
rt1r4 lA .':,,,,
-T-Agrici,,gelta,,wim vitiwilitrartafif°
y . .� s,.,,, \\\ .„, . ,,,,,,, osistiliow.is
:ii,:x-.1r1;‘
tli �''���,le--- RIP RAFT �� ��. •
,�:.gppr 7 NI /' 1,t.,) ,
=1„,
\ El �,n.�i�; r / 4.., ,E..S•
.— •NV=16.42 \.bra i \ Si0 ♦it \°off `' ;'lo ,-;,war-;.\ '� " ' 4!�-- 0 15 30 60 FeetV G7 � � o IIIIIII`so I1• IIIn
,- N, . \\
gli
'` A�'o Impact Summar
'':
., ,:liti
4�,... ,. °�'� = a3o F y• 0 10 20 40 Feet
+�'• �\ azs � _ :1412, „ W11: Roadway Fill 0.003 acres (115.02 sq. ft ) I I I
}} \ x \ zs S7: 66" RCP 78 linear feet14\ \ ''''''\ 1 \‘7\\\\\\\'
,4,�*� ,�#,,� m �' -°ow-k �„ '�• - S8: Outlet Protection and Bank Stabilization 39 linear feet
*44.# t . J. °' \fs aR°s S9
,, \ \ S9: Outlet Protection and Bank Stabilization 8 linear feet L
\7 �`` 44� \ �;i,"� ,. '�°!D' ,,�� S10: Spillgate Removal (Temporary) 29 linear feet
44'�4� ���'S►:���� ;, Note: Riprap to be set (buried) in stream channel ,, ii
ej
---,,,,,,, .,.\z„,, ..,,,,,. ,
/
\\,, 140 / .::::„'::,,,„ 14(-- , ,, NI, //40-- • 67%,,,,i, --N, + ±
A\\ i '''',''''
'046-,A• --- - ;/
/ ,,,,,,,44: /\ ,
_,...„..._ , , ii .1 _---_., . ,..,,, -- • ___ .... ,
\ , ..1,.., , „.„,,o.,:.:„::, , / /
76, . .,.
„,. ( (--- -mers__---- __—
\\ sus.°p P A Si / /
Legend ;1/010140,
�,z..
Impact Type Proposed Ditch , :
�� Ift\`'
. . ., // �`\ s `\��.\\ \E , i
o..-
Fill Proposed Pie ��� I w+. ��a\�\.z,°9> a ° \; �, J, .., Q,x'
o as ��\ ��;>�j Ii
Permanent �/ o / o \\\�\ \\ 's�q� ' Ir'
Proposed Edge / L o o Q v�v ,
Stream Impact of Pavement �� V �\ ^�� � vvV' •
Y1 '"°� �°`�,�
C Temporaryb ry,�o � �:� -% \ •® • \ C�• .,��3- % % -,, Q
Stream Impact Proposed Curb o '0,0,,,,,\ \r\ o° \o . "������ ���/��� �o�
•
Wetland Proposed ,_„ / � ‘-- \ '/ / \ 8 ��
Sidewalk/Path ���...- \�_' / /\, ,° • i yo �I
—d-5— Stream • , / /
Proposed / e! Y// :
i �i/%'/�`` / (i% �--
Stormwater /, .- ,, ,---/ o0,,;') ..-;,A ^o'''/i
Proposed Silt Proposed �, O // PROJECT TITLE
T Fence Guardrail \.'' / IDDAVENPORT BIRCH AND DUNCAN STREET SITE 5 - IMPACTS FIGURE
Proposed ° ,,,a° / ' �� ROADWAY IMPROVEMENTS
C Cut Line Retaining Wall 7, CAMP LEJEUNE, NC TO STREAM AND
`\ \ / ONSLOW COUNTY 6 B
F Fill Line 0 20 40 80 120 160 3722 Shipyard Boulevard, Suite E WETLANDS z0
,- Feet e�;'i"— Wilmington, North Carolina 28403 JOB NO. DATE
' 170815 JUN 2020

UNCLASSIFIED
1 I 2 I 3 I 4 I 5
30 I 30 GENERAL NOTES
ii
PROP.GRND @ 4 PIPE 0 40 1. SEE SHEET C001 AND C002
® )0 FEET FOR CIVIL NOTES AND
25 L- - 1 / HORIZ.SCA_E:1"=20' 25 LEGEND.
3:1 SLOPE 0 5 10 2. SEE SHEETS CP100 THRU
3:1 SLOPE y10-YR HGL M777=1 FET CP120 FOR DRAINAGE
VERT.SCA_E:1"=5' LAYOUT AND ROADWAY
PLANS.
ID20 20 3. SEE SHEETS CP200 THRU D
0 CP220 FOR ROADWAY
900 PROFILES _
I 4. SEE SHEETS CG201 THRU
CG203 FOR SITE GRADING o 1
15 ,-. rPE 15 S Jr AND DRAINAGE a 9
113 LF - IYKCP 5-1.10°b I T E 4
o
10 10
W„
1141,41,411-- `� l 12"COARSE AGGREGATE#57 C EOTEXTILE- 902 MI
5 ® 900 C B 840.12 BEDDING EW 838.39 5
FWR3R39 -55 LF O IA:60/+86.14OH-:-13.1bL STA:608+65.19 OFF:50.32R
STd•607+(q 14 Q .-42 57.E 72"RCP 10P:22.82 TOP'17 52 ��� ���w
TOP:15.66 S=1.10% INV IN:9.19 72"(SE)RCP INV OUT•10 43 72"(NW)RCP
INV IN:b.58 72"(SE)RGP INV IN:16.42 24"(SW)RCP
INV OU-:9.19 72"(NW)RCP
.22
44, PIPE PROFILE -SERVICE RD. STRUCTURE 900-902
o 1"=20'(HORIZONTAL)1'=5'(VERTICAL)
E
NOP.GRND @.PIPE
25 -IX. Cz ©\E "E 0 2U 411 25
FEET
2B HORIZ.SCALE:1"=20' BURNS
1. JB840.52 0 5 10 �MSDONNELL
STA'224+82 82 OFF'6318R = 16E6 1 1317 EXECUTIVE BLVD,
20 TOP:18.50 VERT.SCALE:1"=5' 20 SUITE300
CHESAPEAKE,VA 23320
F 3:1 SLOPE 1NV IN-3 54 An"(SW)RCP
o \7R INV IN•11 00 2d"(F)RCP m" ""n"
!AV OUT'3 51 no"BNE)RCP DAVENPORT
LL
15 3:1 SLOPE 15 "aN �: - aE INS Cr;
-
26 LF APP3OV3°
\
60"RCP U
5 10 TX. 60" C MP S=0.27% 10 SITES 2 FOR
COMMANDER NAVFAC z
WETLANDS - 2A
APPROVED BY EMILY SYLVESTER,
and 3 DIRECTOR,INSTALLATION DEVELOPMENTVIAOM
- - - - - _ _ - - - 2A ES 101.06 AT MCB CAMP LEJEUNE.VIA EMAIL
STA:224+72.15 OFF:86.17R AT
TO DATE 6/12/2020
i- _ iN- - _ _ TOP:10.50 DES TJL I0RW DM 1000 TJL
5 INV OUT:3.61 60"(NE)RCP 5 PN/UN SGL/CLS
LE
_ _ BRANCH MANAGER DLB
P:�:�� 4:4iCHI6 ENG/ARCH EJA
-�'�it,� -�'� -� "i '• LIRE PROTECTOR
N B = _ _ 411_ _ _ '_ = o V z B
PIPE PROFILE - BIRCH ST. STRUCTURE 2B-2A =~Z W
J
1"=20'(HORIZONTAL)1'=5'(VERTICAL) z Q G a
6
25 25 6 g 4 I_
3:1 SLOPE EX. GRND 0 PIPE PR P.GRND@1PIPE
_ �� WETLANDS i W co
w 200A ® 20:1 SLOPE Q Q I-0 CC W
§I 20 WETLANDS e a :: sC: i
Irttl 20'5 10 _ w
Z 00 a
E 0- a
15 _ _ _ - \ _ _ _ - / T-47.1:
VERT.SCALE:1"=5' 15Lu\ EX. CG" FCP 61LF 0LF SITE 1 z CO
0
`57LF TO RF REMOVED 30"RCf 24"RCP rQ
36"RCP S-0.304 5=1.42% LLI
a) Z d O
10 S=0.30% ?15
10
cc
7 200A 200 214 (W R3R n1 L F w 0
EW 838.01 CB 840.02 JB 840.342 -J w
i A STA:215+74.56 OFF:-57.79L STA:215183.03 OFF:-1.20L STA:215133.37 OFF:51.99R -o 18 65 73 QFF 61 8�P n
OP:18.65 ,¢W P- W A
TOP: TOP:22.71 TOP:19.90 INV OUT:16.70 21"'N)RCP E U 8 a
5 INV IN:15.03 36"(S)RCP INV IN:16.86 24"(W)RCP INV IN:15.47 15"(W)RCP 5 P Q' c T
INV IN-15 74 30"(S)RCP INV IN' 5 56 24"(S)RCP <>3 m
INV 01 IT•15 70 38"(N)RCP INV MIT-1.5 40 30"(N)RCP U 2
CASE AS SHOWN
ERROJECT NO.: 1374744
CONSTR.CONTR.NO.
NAVFAC DRAWING NO
PIPE PROFILE - BIRCH ST. STRUCTURE 200A-216 12816475
SHEET ,45 GF 547
Al 1"=20'(HORIZONTAL) (VERTICAL) CP300
4 1 I 2 I 3 I 4 I 5 °RAWFORN REVISION°,MO 2018
UNCLASSIFIED

UNCLASSIFIED
1 I 2I 3I 4 I 5
GENERAL NOTES
1. SEE SHEET C001 AND C002
FOR CIVIL NOTES AND
LEGEND.
2. SEE SHEETS CP100 THRU
CP120 FOR DRAINAGE
LAYOUT AND ROADWAY
PLANS.
D 3. SEE SHEETS CP200 THRU D
CP220 FOR ROADWAY
PROFILES
4. SEE SHEETS CG201 THRU
CG203 FOR SITE GRADING
AND DRAINAGE „ o
M.
E
C C
.SBURNS
1. MSDONNELL
1317 EXECUTIVE BLVD,
SUITE 300
CHESAPEAKE,VA 23320
o •
C
DAVENPORT L`
25 25 �`
— APFROUED ��e¢snwiirs�.a .�" N[ixro X— Cr,
71 L' c U
20 Ilik 0 20 40 20 roe caNNANGu NAKAC z
r FEET APPROVED BY EMILY SYLVESTER,
fi —;i _ HORIZ.SCALE:1"=20' DIRECTOR,
B CAMP LEJEUNE.VIA NAIL
DEVELOPMENT
1 0 5 10 SBISACTORY TO DATE 6 12 2020
FEET SITE 5 DES laIOTA DOL IGH5TJL
15 713A 29 L ' '•--.-. 713B VERT.SCALE:1"=5' 15 PM/DM SGL/CLS
DI 840.4 12"RC'!Z %" ES 310.03
BRANCH MANAGER DLB
STA:706+25.78 OFF:-150.2 L S=0.52°:'ZY STA:706+54.69 OFF:-150.79L CHI6 ENG/ARCH EJA
ct TOP:21.0 TOP:19.08 FIRE PROTECTION
la
• B INV OUT'18 0012"(NF)R INV IN:17 85 12"(SW)RCP o `4 z B
i 1,-18 U g z
PIPE PROFILE -SERVICE RD. STRUCTURE 713A-713B =~ W
Z p J
.` 1"=20'(HORIZONTAL)1'=5'(VERTICAL) z Q G a
c6
30 30 O a 4 H
N �� W
CO
PROP.GRFJD @ 4 PIPE I L 1 W H
w CCZ
912 906 a¢ W
25 0 20 40 25 z
FEET r 2:1 SLOPE 0 I W o
_ —
HORIZ.SCALE:1"=20' 2:1 SLOPE 0 0� R
0 5 10 1 Ink 0 CC a
D E Fa a- a
a
20 VERT.SCALE:1"=5' _ _ _ MI __ 20 w m
N LU Z O
ml 912 EX. ;RVD P E I, op
EW 838.33 II) SITE 5 z N 0
ISTA:614+55.81 OFF:32.13R LU r Q
15 TOP:21.01 - - 1 15 zW z ��
INV NIT:1447 SB"(NW)RCP �♦S- +�_-' .-- - _ i F w (0
906 \ EID _�:i_;i-o-i'f. i - D }
A JB 840.34 _ ?LL 8 0_ LL
STA:613+90.39 OFF:r8.50R •••� u_ Y1
10 TO':24.05 10 �Ja cai
BEDDING S=0 30% 904 5 Q
INV IN:16.24 30"(N )RCP < m
INV IN:14.27 66"(S )RCP GEOTEXTILE 11 LF EW 838.E E<4 2 `)
INV IN:15 70 15"(S,I)RCP a . P STA:61 +80.67 OFF:28.92R SCALE.AS SHOWN
INV OUT 14 26 66"(N )RCP _ S 0.307 TOP:20// EPeaECT No.: 1374744
INV IN: 4.23 66"(SE)RCP CONSTE.CONTR.NOTS
NAVFAC DRAWING NO
12816476
AlPIPE PROFILE -SERVICE RD. STRUCTURE 912-904 SHEET 146 OF 547
1"=20'(HORIZONTAL) (VERTICAL) CP301
4 1 I 2 I 3 I 4 I 5 °RAWFORN REVISION°,MO 2018
UNCLASSIFIED