20200812 Ver 1_Drawings - Birch St_20200617

PLAN SHEETS AND CROSS -SECTIONS SHOWING
STREAM/WETLAND IMPACTS

UNNAMED
P
fi a
%AGNUTF .OWFR
BST
voOP
Site 1
S�' Go
*�. ite �3�� {+ x�f
Site4z I+.
CROSSNP D rt c S�
I gym
x c 9
000* x I h P
�' oo � � o� xoo oI Site 5 ►. �* + x� x
• `.y � � � ,.- ` �° xx took + #n. + / \ \ ++ + O
° oU _ Apq F o +.eo , !•, +\+ ��O JCS
o.,.+
''� ^ �Io � � .ail � � • Q � x %� O F\ Q� O+ x�� + ,� +` ,' � ''p„ y
OV
01
kr r
LEGEND
Project Area °°ao o�,e 0 � � � � � �' +\ �� s ,� CIO"
a
o 0
Stream/River °
OVERVIEW OF STUDY AREA WITH
Building
x —x -Fence s `V- ° LOCATION OF STREAM AND/OR k,
Pavement Section
1,200 600 0 1,200 Feet,'/ WETLAND IMPACT SITES
0 + 01*

WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND
IMPACTS
SURFACE WATER (SW) IMPACTS
Site No.
PCN Form
Impact
Number
Feature ID
Structure Size/Type
Permanent
Fill in
Wetlands (ac)
Temporary
Impact in
Wetlands
(ac)
Excavation in
Wetlands
(ac)
Mechanized
Clearing in
Wetlands (ac)
Hand
Clearing in
Wetlands
(ac)
Permanent
SW Impacts
(ac)
Temporary
SW Impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temporary
(ft)
Average
Channel
Width (ft)
1
W1
WA
Culvert
0.018
1
W2
WA
Clearing in Wetlands
0.003
1
W3
WB
Roadway Fill
0.008
1
W4
WB
Riprap in Wetlands
0.004
1
W5
WB
Clearing in Wetlands
0.001
2
W6
WC
Cut Slope Excavation
0.001
2
W7
WC
Riprap in Wetlands
0.001
2
W8
WC
Clearing in Wetlands
0.001
2
S1
Stream A
Inlet Protection Riprap/
Bank Stabilization
0.004
17
8
2
S2
Stream A
60" RCP
0.005
23
8
2
S3
Stream A
Grading
0.001
5
8
3
W9
WD
Riprap in Wetlands
0.001
3
W10
WD
Clearing in Wetlands
0.001
3
S4
Stream B
Outlet Protection Riprap/
Bank Stabilization
0.003
31
5
4
S5
Stream C
72" RCP
0.014
170
1.5
4
S6
Stream C
Outlet Protection Riprap/
Bank Stabilization
0.003
48
1
5
W11
WF
Roadway Fill
0.003
5
S7
Stream C
66" RCP
0.013
78
7
5
S8
Stream C
Outlet Protection Riprap/
Bank Stabilization
0.006
39
7
5
S9
Stream C
Outlet Protection Riprap/
Bank Stabilization
0.001
8
2.5
5
S10
Stream C
Spillgate Removal
0.004
29
6
TOTALS*
0.033
0.001
0.006
0.049
0.004
419**
29
* Rounded totals are the sum of actual impacts
** Bank Stabilization accounts for 143 feet
NOTES:
Permanent Fill in Wetlands: 1434 SF
Permanent Excavation in Wetlands: 7 SF
Mechanized Clearing in Wetlands: 266 SF

2
EE EEIEIED
3 4
5
C
NO
NCDOT #5 OR # 57
WASHED STONE
SEDIMENT
STORAGE ZONE c'
FLOOD -
STORAGE Lq
ZONE
1, 3'
RIP -RAP HEADWALL, 1' MIN
ROAD SHOULDER
MAX. SEDIMENT DEPTH N.T.S.
NATURAL GROUND
HEIGHT FROM
CULVERT INLET PROTECTION
NOT TO SCALE
MAINTENANCE
1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE
AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
3. AFTER ALL THE SEDIMENT- PRODUCUNG AREAS HAVE BEEN
PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE
STABILIZATION).
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND
DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE
INLET. THE STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE
IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE
RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11
FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT
LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSION.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE MUST BE
PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOW NATURAL
GRADE.
5.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA
PROPERLY, AND STABILIZE WITH GROUND COVER.
(NCDEQ E & S CONTROL MEASURE)
NC 6.55
CIP
OUTLET CONSTRUCTION SPECIFICATIONS
3
WIDTH = La +dO 1
PLAN - NO WELL DEFINED CHANNEL
LENGTH (La) = 6'
SECTION B-B
MAINTENANCE
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
2
3
4.
5.
6.
7.
8.
9.
ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES
AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE
DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON
UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN
ON THE PLANS.
FILTER CLOTH MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP
AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING
JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM
OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE
DIAMETER BUT NOT LESS THAN 18-INCHES.
RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR,
HIGHLY WEATHER -RESISTANT AND WELL GRADED.
CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP
OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY
BELOW IT.
ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM. IF A CURVE
IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION IN
ACCORDANCE WITH SEEDING REQUIREMENTS.
RIP RAP DESIGN CALCULATION TABLE
Upstream
Structure
Downstream
Structure
Pipe Diameter
(ft)
Max Q (ft31s)
Tw (ft)
Gravity (ftls2)
D50 Calc (in)
D50 (in)
Apron Length (ft)
Apron Depth (in)
Width at Start of Apron (ft)
Width at End of Apron (1:3 Angle) (ft)
112
110
1.25
2.56
0.5
32.2
1.23
5
5.0
17.5
3.75
7.08
116
114
1.25
3.56
0.5
32.2
1.91
5
5.0
17.5
3.75
7.08
200
200A
3
29.35
1.2
32.2
4.13
5
12.0
17.5
9.00
17.00
302
300
1.5
5.56
0.6
32.2
2.27
5
6.0
17.5
4.50
8.50
406
404
1.25
2.28
0.5
32.2
1.06
5
5.0
17.5
3.75
7.08
410A
410E
1.5
9.7
0.6
32.2
4.76
5
6.0
17.5
4.50
8.50
808
800
1.25
1.97
0.5
32.2
0.87
5
5.0
17.5
3.75
7.08
816
814
1
1.29
0.4
32.2
0.83
5
4.0
17.5
3.00
5.67
510
514
1.25
5.87
1
32.2
1.86
5
5.0
17.5
3.75
7.08
522
900
6
211.83
2.4
32.2
11.44
14
36.0
30.8
18.00
42.00
712
713
1.25
2.86
0.5
32.2
1.43
5
5.0
17.5
3.75
7,08
713A
713B
1.25
0.19
0.5
32.2
0.04
5
5.0
17.5
3.75
7.08
800H
8001
4
65.31
1.6
32,2
6.14
10
20.0
24.0
12,00
25.33
906
904
5.5
206.94
2.2
32.2
13.59
14
33.0
30.8
16.50
38.50
916
914
2
9.98
0.8
32.2
2.53
5
8.0
17.5
6.00
11.33
920
918
1.5
5.94
0.6
32.2
2.48
5
6.0
17.5
4.50
8.50
213
2
5
138
2
32.2
9.89
10
25.0
24.0
15.00
31.67
*1112
*1110
1.25
0.44
0.5
32.2
0.12
5
5.0
17.5
3.75
7.08
*Pipe is assumed to be flowing full -
OUTLET PROTECTION
NOT TO SCALE
(NCDEQ E & S CONTROL MEASURE)
NC 6.41
�FAI
� BURNS
N&ME-DONNELL
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
DAVEl\PORT
HOME OFFICE
1196ROOKSTOWN AVE SUITE PHI
WINSTON-SALEM, NC 27101
3387441636 www davenP11.11d.- q/E INFO
NCBELS FIRM LICENSE N0. C-2522
APPROVED
FOR COMMANDER NAVFAC
ACTIVIN
APPROVED BY EMILY SYLVESTER,
DIRECTOR, INSTALLATION DEVELOPMENT
AT MCB CAMP LEJEUNE. VIA EMAIL
SATISFACTORY TO DATE 6 1 2 2020
DES SLS
DRWSLS
I CHK BSC
PM/DM SGL/CLS
BRANC- MANAGER DLB
CHIEF ENC/ARCH EJA
FIRF PROTECTION
0 >
U
z
�
o z Cut
L�J
z
c�
w
Z� I
w
w<0
J
V)
Z
�-
w � Q
U `'IJ
Q
w
J
if <
J
U) w
2
Qo
Uw
O
�
oc >
�
z
Z
IM
w
m 12
w
LU
z
O
Ld
DO
U)
0
z
'0
W
U)
�a
O
Q
W
CD
z J
Z
O
(n
= Q
~
w IIL
w
L� LL
_J
W
J =
a_
W U
Q
a z
m
Uj 2
o M
v
:2
SCA-E: AS SHOWN
=PROJFCT NO.: 1374744
CONSTR. CONTR. NO
VAVFAC DRAWING NO.
12816430
SHEET 100 OF 547
CC503
8
1 ' 2 ' 3
UNCLASSFED
5
DRAWFORM REVISION: 07 AUG 2018

N
=F: 42.80R
N 118" RCP
csw
ei Is
—DIRECTORY
x SIGN
202
3"ORIFICE — 4
ry66
111.ti
Legend
Impact Type
Proposed Ditch
Mechanized
Proposed Pipe
Clearing
® Culvert
Proposed Silt
Fence
® Fill
Cut Line
Riprap
Fill Line
aWetland
Proposed Edge
of Pavement
Proposed
Riprap
Proposed Curb
Impact Summary:
W1: Culvert 0.018 acres (781.62 ft2)
W2: Clearing 0.003 acres (135.63 ft2)
4.56OFF: -57.78E
:N-
7.03 (S) 3 CP
El
CB 02
:215 .03OFF:
P. 23.16
U IN VI .86 1W12 CP /\
- INV IN: 15. "RC
INV OUT 15.20 CP
s*00
exso ro .
?/ b-
�� —
�%00
- °RIM=221e *s0 0 5 10 20 Feet
5310.02 \ 2/81`
00
— 216+25.100FF: 60. 8 \
INUO 5. W)24"RCP \ \
� y0
21g%S�
\ � 220%00
\ x
o
DENSETREES
C \ DSO
0 15 30 60 90 120
Feet
222xn.,
DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY
LE EUIMPROVEMENTS
NC
TITLE
SITE 1 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
1 A
JOB NO.
DATE
Wilmington, North Carolina 28403
170815
JUN 2020

Impact Summary:
W1: Culvert 0.018 acres (781.62 ft2)
W2: Clearing 0.003 acres (135.63 ft2)
r—
OA \
—DIRECTORY
ST L
1 ^ \`
ETA: 4.66 OFF: -57.79E - / 4
.18.7 \
V .03(S)3 CP \
200
204 �� �� \\ \ \
sw� 1 �` —
= \\ \ Ca 02 °$ \ I�
:216 .030FF: L�L —
30"RC
4"R
6%
01
oe
11x0O
� A
ORIFICE `\BRIM-22H xso 0 5 10 20 Feet
2�81`
00
N)18"RCP �G % IN;VO 6. \ \ \� \��\� \ \ \\
11
00
Sp
Legend
Impact Type Proposed Ditch
Mechanized Proposed Pipe
Clearing
Culvert Proposed Silt
Fence
F�] Fill
� Cut Line
Riprap Fill Line
Wetland Proposed Edge
of Pavement
Proposed
Riprap Proposed Curb
\
DENSETREEs
> \ co
ti
c
� \ Ni"
OO \
00
0 15 30 60 90 120
Feet
DAVENPORT
0
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY
LE EUIMPROVEMENTS
NC
TITLE
SITE 1 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
1 B
JOB NO170815
DATE
Wilmington, North Carolina 28403
JUN 2020

N
0
�sw
�—DIRECTORY
F —T F - 202
02 F
25� —
4"R
2� +
e
N�
3 ORIFICE
my ��s
ry86 9
ti N
�o
=F: 42.80R
N)IT RCP
F
P� M1a as
Legend
Impact Type
Proposed Ditch
Mechanized
Proposed Pipe
Clearing
Culvert
Proposed Silt
Fence
F�] Fill
Cut Line
Riprap
Fill Line
Wetland
Proposed Edge
of Pavement
Proposed
Riprap
Proposed Curb
Impact Summary:
W3: Roadway Fill 0.008 acres (361.77 ft2)
W4: Fill (Riprap) 0.004 acres (153.73 ft2)
W5: Clearing 0.001 acres (65.13 ft2)
F
4.56 OFF: 57.79L
5: 18.7
IN-1 .03(S)3 CP
Al —
:215 .030FF: 20L
d P: 23.16
IRC
NV O0T:51520W)0"CP — —
21ex00 F F F
y F�2 sxs0
00
ORI-2250 0 5 10 20 Feet ^
\ F\ I I I I I I I I I
2
C Es 3162 \ 2'81`
00 \
216+25.10060. W) \
1
INV OI S. W)24"RCP � \
\ ?78x6
0 \csw
` \ � 2;'9x00 � \
C 279xS0
220x0
0 \
\
DENSETREES �C
220*50
\ C'\
0 15 30 60 90 120
Feet
222xn.,
DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY
LE EUIMPROVEMENTS
NC
TITLE
SITE 1 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
2A
JOB NO170815
DATE
Wilmington, North Carolina 28403
JUN 2020

N
Impact Summary
W3: Roadway Fill 0.008 acres (361.77 ft2)
W4: Fill (Riprap) 0.004 acres (153.73 ft2)
W5: Clearing 0.001 acres (65.13 ft2)
O
�3W
OA
1
STA: 4.56 OFF: 57.79L
-DIRECTORY
: 18.7
.� 204
EWL ��
00
210 .03OFF: L�L
.Bfi (W)2 CP
1 30"RC
NMI CIP
\\ \ \\ \
4"R
-- x 16,00
3"ORIFICE N —\\0 22.08' xso 0 5 10 20 Feet
\ \ 18 �
°NG`�°°\2 \F\ \\\ \ 2 1`00 \\
N)18"RCP
\\ SO
21gxOO
/C I
?19xvoLegend
I
Impact Type Proposed Ditch
Mechanized Proposed Pipe
Clearing
® Culvert Proposed Silt
Fence
® Fill
� Cut Line
Riprap Fill Line
Wetland Proposed Edge
of Pavement
Proposed
Riprap Proposed Curb
\
am
DENSETREEs
C\—T
\ \\ \ So \ T
co
r
\ Q? 2
22xo
0 15 30 60 90 120
Feet
0 DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY IMPROVEMENTS
CAMP LEJEUNE, NC
TITLE
SITE 1 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
2 B
JOB NO170815
DATE
Wilmington, North Carolina 28403
JUN 2020

-'�,X00 ,f
`22xS0
\\ 254
223xp0
Legend
252
CSW
15"RCP
223*50
224*00
Impact Type
Proposed Ditch
Mechanized
F-*1
Proposed
Clearing
Sidewalk/Path
® Excavation
Proposed Pipe
® Riprap
Cut Line
Permanent
Stream Impact
Fill Line
S
Stream
Proposed Edge
of Pavement
Wetland
Proposed Curb
Proposed
Riprap
Proposed
Guardrail
Proposed Silt
T Fence
m
--� 15"RCP \
DENSETREES
2
O 4i
p
DE SETREES
C
E 7
STA: 225+43.21 OFF:-59.27L
TOP: 9.00
n INV IN: 2.94(SW) 60' RCP
CB 840.02
STA: 225+70.39 OFF: -25.
TOP: 23.92
°1RV OUT: 15.50(NW) IS' RCP
CS W
225+p0
77 �� 225+50
o 226+Op
� I � 226+50
0 15 30 60 90 120
Feet
IDLY
227+00
30" CP
FAT
0 5 10 20 Feet
I I I I I I I
ImpactSummary:
W6: Excavation 0.001 acres (6.46 ft2)
WT Fill (Riprap) 0.001 acres (16.10 ft2)
W8: Clearing 0.001 acres (51.15 ft2)
S1: Inlet Protection/Bank Stabilization 17 linear feet
S2: 60" RCP 23 linear feet
S3: Grading 5 linear feet
DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY
LE EUIMPROVEMENTS
NC
TITLE
SITE 2 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
3A
JOB NO.
170815
DATE
JUN 2020
Wilmington, North Carolina 28403

`22xS0
®23+00
Legend
Impact Type
Proposed Ditch
F-*1
Mechanized
Proposed
Clearing
Sidewalk/Path
® Excavation
Proposed Pipe
® Riprap
Cut Line
Permanent
Stream Impact
I= Fill Line
S
Stream
Proposed Edge
of Pavement
Wetland
Proposed Curb
Proposed
Riprap
Proposed
Guardrail
Proposed Silt
T Fence
SSW
224+0p
C1
FM
15"RCP
0'\� aRHsr --
225+00
___
\\ �� ------226+00 --
2B
-- � — — -- moo
BODY SHOP
RIM=2�.99
wv N 4e
INV-1817 '(B)
INV=18.]3'(C)
F.GN �I I GATE
0 15 30 60 90 120
Feet
226+50
IDLY
0 5 10 20 Feet
DENSE-EES
NW) IS' RGP
227+00
Impact Summary:
W6: Excavation 0.001 acres (6.46 ft2)
WT Fill (Riprap) 0.001 acres (16.10 ft2)
W8: Clearing 0.001 acres (51.15 ft2)
S1: Inlet Protection/Bank Stabilization 17 linear feet
S2: 60" RCP 23 linear feet
S3: Grading 5 linear feet
DAVENPORT
0
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY
LE EUIMPROVEMENTS
NC
TITLE
SITE 2 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
3 B
JOB NO.
DATE
Wilmington, North Carolina 28403
170815
JUN 2020

`22xS0
zs4
\3*50
�s'
224+p0
11
252
� l
I
15"RCp (�)
225+pp
� 225+50
loon
\ r —
Legend
Impact Type
Proposed Ditch
Mechanized
F-*1
Proposed
Clearing
Sidewalk/Path
® Excavation
Proposed Pipe
® Riprap
Cut Line
Permanent
Stream Impact
Fill Line
S
Stream
Proposed Edge
of Pavement
Wetland
Proposed Curb
Proposed
Riprap
Proposed
Guardrail
Proposed Silt
T Fence
0 15 30 60 90 120
Feet
j/ DE SETREES
� c —
E 7
STA: 225+43.21 OFF:-59.27L
TOP: 9.00
INV IN:2.94 (SW)60" RCP
/ CB 640.02
STA: 225+70.39 OFF:-25.
TOP: 23.92
°1RV OUT: 15.50 (NW )15" RCP
CS W
226+pp
226+50 227+00
FAT
IDLY
0 5 10 20 Feet
I I I I I I I
Impact Summary:
W9: Fill (Riprap) 0.001 acres (5.91 ft2)
W10: Clearing 0.001 acres (14.50 ft2)
S4: Outlet Protection/Bank Stabilization 31 linear feet
DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY
LE EUIMPROVEMENTS
NC
TITLE
SITE 3 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
4A
JOB NO.
170815
DATE
JUN 2020
Wilmington, North Carolina 28403

�3W
`22xS0
224*00
Legend
Impact Type
Proposed Ditch
F-*1
Mechanized
Proposed
Clearing
Sidewalk/Path
® Excavation
Proposed Pipe
® Riprap
Cut Line
Permanent
Stream Impact
I= Fill Line
S
Stream
Proposed Edge
of Pavement
Wetland
Proposed Curb
Proposed
Riprap
Proposed
Guardrail
Proposed Silt
T Fence
N
252
I
11) r
15"RCP
a - 5+p0
2B
cCb+50 ------
226+pp
moo` �
— BODY SHOP
RNV-2 7491
INV=20.45'(H)
INV=18.73'(B)
NV=13.73'(0)
F.GN �I I GATE
0 15 30 60 90 120
Feet
LIM
STA: 225i43.21 OFF:-59.27L
TOP: 9.00
INV IN:2.94 (SW)60" RCP
CB 640.02
STA: 225i70.39 OFF: -25.
TOP: 23.92
CSW o
YIRV OUT: 15.50 (NW )15" RCP
226+50 00
I
0 5 10 20 Feet
I I I I I I I
� 40-_03
30" CP �\
i
Impact Summary:
W9: Fill (Riprap) 0.001 acres (5.91 ft2)
W10: Clearing 0.001 acres (14.50 ft2)
S4: Outlet Protection/Bank Stabilization 31 linear feet
DAVENPORT
0
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY
LE EUIMPROVEMENTS
NC
TITLE
SITE 3 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
4 B
JOB NO.
DATE
Wilmington, North Carolina 28403
170815
1 JUN 2020

N
6 \
110316 \
0
09%
\ \ O
S°
O \ . 60S 50
oFF ,soo�
`ze+,N .r��Kw000EOA
i
lbo 13o�
t
C
606+oo F�� �. , 1 �\ C
¢ 606 kq a �zaaoP
+50 �
607+00 wv w cP \
607+50 ¢
608+00 -�
269.
S0
s.
.11(sw­1 P
or.az Me71 zr iHvo r.`+�R
P
�11
2s
%
Legend
o
Impact Type
Proposed Ditch
q
Permanent ®
Proposed Pipe
Stream Impact
IX
-ds— Stream
Proposed Edge
of Pavement
Proposed
Riprap
Proposed Curb
Proposed Silt
Proposed
T Fence
Sidewalk/Path
Cut Line Proposed
Guardrail s�
Fill Line Proposed
Retaining Wall 0 20 40 80 120 160
Feet
72"RCP
�J
QP
s
�x
os
6 zsO
0 15 30 60 Feet
L I I I I I I I I
Impact Summary:
S5: 72" RCP 170 linear feet
S6: Outlet Protection/Bank Stabilization 48 linear feet
0 DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY IMPROVEMENTS
CAMP LEJEUNE, NC
TITLE
SITE 4 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
5A
JOB NO.
DATE
Wilmington, North Carolina 28403
170815
JUN 2020

N
s \
50
606�6
yaca \ woo oa r_. \�\ p sos+so
607,00
60
608+00
aE
,R
� A
0
s,aeadf
Legend o
Impact Type Proposed Ditch \,
\
Permanent `
Stream Impact
Proposed Pipe `\
—d s Stream Proposed Edge
of Pavement
p v
Pro osed Proposed Curb
Riprap
Proposed Silt Proposed \` \ \
T F S;d III/P h
ence i ewa at
E Cut Line Proposed
Guardrail
P Fill Line
Proposed \�\
ng Wall �\ 0 20 40 80 120 160
Retaining
�� Feet
NO,,
;
;�
r
\
x
°°
s 's°
0 15 30 60 Feet
I I I I I I I I
Impact Summary:
S5: 72" RCP 170 linear feet
S6: Outlet Protection/Bank Stabilization 48 linear feet
0 DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY IMPROVEMENTS
CAMP LEJEUNE, NC
TITLE
SITE 4 - IMPACTS
TO STREAM AND
FIGURE
rJ
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
B
JOB NO170815
DATE
Wilmington, North Carolina 28403
JUN 2020

Xfi
Impact Type
® Fill
Permanent
Stream Impact
®Temporary
Stream Impact
Wetland
d G
Stream
Proposed
Riprap
a
d
613+00
613+50
Impact Summary:
W11: Roadway Fill 0.003 acres (115.02 sq. ft2)
S7: 66" RCP 78 linear feet
S8: Outlet Protection/Bank Stabilization 39 linear feet
S9: Outlet Protection/Bank Stabilization 8 linear feet
' \ I S10: Spillgate Removal (Temporary) 29 linear feet
4,ff 2-
so
5"R 5•
.e d s's*oo
Proposed Ditch
,.M l,sY.as Y Ll
Proposed Pipe'
Proposed Edge
of Pavement
Proposed Curb
o: � "
Proposed °,� a,0'.1 P
le
Sidewalk/Path
Proposed
Stormwater
Structure
Proposed
Proposed Silt Guardrail
Fence
Proposed E1-- 1�
Cut Line Retaining Wall
In Fill Line
0 20 40 80 120 160
Feet
s�
E,
� Q
s o0
Boa
DG 00
71.
Q
yo ss
a o.-„
29
�W , „a RAP o0
/�
R�
/,-7�
mac' I3
p\�
uL� F E.S.
Ilr- INv.=16.42
0 15 30 60 Feet
hi
I I I I I I I I
0 10 20 40 Feet
DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY IMPROVEMENTS
CAMP LEJEUNE, NC
TITLE
SITE 5 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
6A
JOB NO170815
DATE
Wilmington, North Carolina 28403
JUN 2020
0

Impact Type
® Fill
Permanent
Stream Impa
® Temporary
� Stream Impa
F7— Wetland
d G Stream
Proposed
Riprap
Proposed Si
Fence
6 Cut Line
I Fill Line
❑
o1
IN 1
III IN
/ o �
27
IT
o,N
613+00
---4—
+P I T
613+50
— i
Impact Summary:
W11: Roadway Fill 0.003 acres (115.02 sq. ft2)
S7: 66" RCP 78 linear feet
S8: Outlet Protection/Bank Stabilization 39 linear feet
S9: Outlet Protection/Bank Stabilization 8 linear feet
S10: Spillgate Removal (Temporary) 29 linear feet
s16.°p T
Legend °M /
Proposed Ditch
o ,z �
Proposed Pipe
Proposed Edge 'o
ct of Pavement ' N
ct Proposed Curb
IT,
Proposed
Sidewalk/Path RCP
Proposed
Stormwater
Structure
It Proposed
Guardrail
\ E
Proposed 17 ,,,-Rc
Retaining Wall
1 20 41 :1 120 160
Feet
-uL� t
S.
42 15 30 60 Feet
L I I I I I I I
0 10 20 40 Feet
0 DAVENPORT
PROJECT
BIRCH AND DUNCAN STREET
ROADWAY IMPROVEMENTS
CAMP LEJEUNE, NC
TITLE
SITE 5 - IMPACTS
TO STREAM AND
FIGURE
3722 Shipyard Boulevard, Suite E
ONSLOW COUNTY
WETLANDS
G B
JOB NO170815
DATE
Wilmington, North Carolina 28403
JUN 2020
0

n
UNCLASSIFIED
7
A
E7
I I L 1 .J 1 -r 1 J
30
/
20
C�gF4
PPROX. LOC
TION OF EX.
';e SEA'
-
"� 44242 "
EX.
RND
'
''
FEET
yr's
0
0
0
0
0
0
1
10
BURNS
`MSDONNELL
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
DAVENPORT
WP�Eo
OFF: -1.72
30
OFF:
-27.50
ELEV: 23.30
OFF:12.67
ELEV. 24.LEV:
24.31
OFF: -2.39
PFG
ELEV: 22.4
OFF:
45.37
0R M °ER
ELEV:
22.80
OFF: 0.00
OFF:
41.37
ELEV:
19.94
APPROVED BY EMILY SYLVESIER,
o
ELEV: 23.2
E
EV: 20 226
FF:
71.39
DIRECTOR, INSTALLATION DEVELOPMENT
o
OFF: 13
EL
V: 18.64
AT MCB CAMP LEJEUNE. VIA EMNL
6 12 2020
.0%
ELEV: 2 .94
snsruToar T° 0.4IE
DES DRW CHN
OFF. :60.00-
TOL TJL
SO CLS
BRPNCH M4NAGER OLB
°20
CHID, ENG/ARCH EA
WrRpw
LIRE PROIECigry
Pvm
J
PROP. 24" RCP
Z
Z
Ev
- -
- -
APPROX.
LOCATION
OF EX.T7
_
2" GAS. CON
RACTOR
PROP.15"
RCP
w Q
w F
J
TO VERIFY OCATION
-
wg
<W
_FE
UCH
0
10
0
0
-0
0
1
JQ
uc�j
10
u,z
�Q
z0
�
0
w
z
HZ
C/)w
=L
Uw
--Oz
m
mI
c�
m
I
rn
o
OFF:
31.66
OFF: -2. 6
30
Z
r 0
w
ELEV:
24.44
OFF: -
8.80
ELEV: 23. 6
1
PFG
0
F:11.72
w
Q
N
ELEV: 24.27
OFF: 0.00
E EV:
22.38
a O
vNi
ELEV: 23.0
EX. GR
D
F
CO �
OFF
OFF:
z J
Z r
v
OFF: -58.71
o
ELEV: 21.88
OFF: 4 .42
ELEV:
19.51
i
w U
w
ELEV: 16.76
- -
60-1
ELEV: 2 .20
LL
J
_
JW
CL
-
---
.0%
w>$
a
Y
-
- -
-
.0%
a Z
c°
20
DID
\
s
�
HOWN
PROP. 24" RCP
FFFT
EROIECT NO.: 1374744
APPROX. LOCATION
OF EX.
_
CON- CONMR ND.
2" GAS.
ONTRACTOR
PROP. 15'
RCP
FEET
NAVFAC DRNWING NO.
-
12816610
BIR-
SHEEE 280 DP 547
0
-0
40
0
0
0
1
X 020
10
1 r-)­7 Z ^ I
L
1l
UNCLASSIFIED

A
n
UNCLASSIFIED
7
n
E7
L 1 .J 1 T 1 J
1M ■
ROM
----------ten
■ .�
■�aw�------------��
����/����������1511Ra��������7���`-�\�1�■III
����������l�7aRS9T11@•��'IJ�����������r����5l�11l�J�
i
i
ii
i
R
30
SH C'. ai4-
-20
•: r
'dF EOLL T
FEET
44242
)
FEET
=• '•:gip fig: L�r`�
i
�
L 10
BURNS
`MSDONNELL
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
DAVENPORT
- 30
WPC R
MR -DER NAKM.
u mrc
MBY EMLY SYLVEM,DIRECTOR, INSAWTION DEVELOPMENT
AT WE CAMP LEJEUNE. VIA EIWL
z, D—Rr N WE 6 12 2020
DES T3L ORW 00L CHN TJL
Pm/D. SG CLS
BRPNCN NANACER OLB
CHID' ENG/ARCH EA
-20
LIRE PRUTCWN
E
(�
Z g
z
FEET
z
zg=
,w
FEET
U W
w 1
w (n
N
-10
c'
uZ
�¢
rr H
�—z
C/)w
+
'2
zip
2L
�
Uw
tr
L
z
O
m
m
w
m In
I
z
C)2
o
-30
(5
N
W
T Q
w
N
W
ap
(Dc
N
U
z J
Z r
W
F Q
LL
o
�
/
w>$
-20
az
s
"
m
�
FEET
3
SHOWN
EPROJECT ND.: 1374744
CONSTR. CONTR. NO
FEET
NAKAC DRAWING NO.
12816611
SHEET 281 OF 547
XS021
i 10
1l
UNCLASSIFIED

D
C
A
1 I 2 I ulvc ass F ED I
1111111�
111111��
!�����Wii�lYiilil'IiltiiiY��='�►Tui������������-
���
-
• •
1317 EXECUTIV BLVD.
SUITE 300
�����a��:iew[.I,la�ularayxw������
.... •
• •
��\_������
----��-----����"�-L7:199:i•)AI[iIK:��[K�Nly�i��--�
WWI
--��----�,_
1 ®�-----®,---
— —
— M
a'
—,---�
• •
------���icrc�—�i:H:6`IIKK�::Ean_N[•L•—�--
1--
1
zo
■
40
III
•
!_-_----�i--------_----�---
I�Ma1�W-
-
m
_�dM-
--_.----��
—__-_,-----_�
----��
---7:199:i•)A[KRI:\IUI�[•17yw-_,---�WIN,PONT
-
R.
292 of 547
XS032
C
We
ED
3
UNCLASSIFIED

n UNCLASSIFIED
L
s
a
�
-
C
s
o
�
OFF: 2.67
OFF:11.54
ELEV: 24.89
OFF: 40.23 OFF: 40.77
OFF: 42.7
30
OFF: -2 .
_ELEV:
24.21
,,OFF:
V®R
0.00ELEV:
24.17
OFF: 38.23
OFF: 44
76
,
°
ELEV: 23.87
ELEV:2
.62
OFF: -36.
9
2.0%
- -
°
ELEV:19.9
---
--
-
-
--
--
--�-
--
----
EX.
PVMT
20
tH CARq •.,
EDGING I OV
RBUILD
APPROX.
LOCATION OF
EX.
8" SANIT
RY SEWER. CONTRACTOR
,
; t 4 "
~
i
TO VERIFY
LOCATIONI
PROP.
24" RCPgOE
In
T_
PRIOR TO
WORK
-PROP.18" RCP
SAL
`•, 44242 .'
- -
- -
APPR
X. LOCATION
F EX._
'.� pF
8" WATER.
CONTRAC
OR
r �EFlb� L'
\
TO VEf
tIFY LOCATION
J
PRIOR
0 WORK_
T VERI
Y LOCATION
STRE-
PRIOR T
WORK
'
0
0
0
0
0
0
1
10
BURNS
`MSDONNELL
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
DAVENPORT
"
OFF: 2.67
OFF:41.72
OFF:43.72
30
62
ELEV:24.65
OFF: 12.
9
ELEV:
4.20
E
EV:24.24
OFF: -26.12
ELEV: 24.
4
ELEV: 23.
6
OFF:
2.00OFF:
13.16
MR MUMMDER "a
ELEV:
4.15
OFF: 45.78
EX.
APPROVED BY EMLY SriVESTER,
4
ELEV:23.56
DIRECTOR, INSTALLATION WKIOPMENT
2 0%
o
0 3
AT MCB CAMP LEJEUNE. VIA EIWL
- -
s, O-RY N WE 6 12 2020
DES TJL I ORw DDL I CHH TJL
--
OFF: -39.9
/
ELEV:17.6
PRO
.24 RCP
Pm/D. SG CLS
BRPNCN N4N2cER OLB
X.
MT
20
CHs P /-I EJA
EDGING I OVE
RBUILD
APPROX. LOC
ATION OF EX.
PROP.18"
RCP
NRE PRUTCWN
3
8" SANITARY
EWER. CONI
RACTOR
U >
z
E
.H 9
Li
/
Z ffi
z
APPR
X. LOCATION
F EX.
APPRO
. LOCATION 0
EX.
w
8" WATER.
CONTRACTOR
2" GAS.
CONTRACTO
H
w Q
'w
J
TO VE
IFY LOCATIO
TO VIER
FY LOCATION
I
PRIOR
TO WORK
PRIOR
0 WORK
_
w
)STREqT
- 225
�5.019
ttS
Lu
0
0
0
0
0
0
t
1
Ul
I
10
JQ�
r _
�Z
�r^Z
N
Q
♦U)
CV
cw
Z O
2 G
Uw
30
i
73
OFF: 2.67
OFF: 13.43
0
mI
3FF
.
ELEV: 24.
ELEV: 24.81
Z
m
In
MLE
0
F:14.10
ELEV:23.45
w
p
z
o
E
EV: 24.31
Z
-
cc,
O
2.0%
2.0%
Z
r 0
w
EX. G
ND
F
U
20
20
z J
Z r
/
EDGING / OV
RBUILD
EX. PVMT
F UQ
w
APPROX.
DCATIONOFEK.
LL
2" GAS. C(INTRACTOR
-j
? $
/
APPR
X. LOCATION
F EX.
c-
OFF: -
9.22
8" WA
ER. CONTRACTOR
a Z
m
ELEV:
8.05
TO VEI
UFY LOCATIOINs
PRIOR
TO WORK
I
In
FFFT
E ROJECT NO.: 1374744
AP
ROX. LOCATI
N OF EX.
PROP. 24"
RCP
CON- CONMR NO
i
8"
NITARYSEWER.
CONTRAC
OR
HQRIZ SC
r 1-_
-40
10
TO
ERIFY LOCAT
ON
D
12816624
-
PRI
)R TO WORK
• 1-
SHEE< 294 OF 547
XS034
S
i
r)
7
Z
A
°RA".°RN R-1. °, w z.
i
UNCLASSIFIED

UNCLASSIFIED
1) ^ G
Z-
- ao
OFF: 14.54
OFF: 14.00 ELEV: 23.81
1OFF: -14.54 ELEV: 23.311
J E EV: 23.81
OFF: -1 1.54 A =LEV:OFF: 17.54 - 30 G
ELEV: 28.87 ELEV: 3.87
PF OFF:19.9 e
OFF: -12. 0 OF : 0.00 ELEV: 23.C7N
OFF: -17.98 ELEV: 23 35 EL V: 23.59 EX. GRND -
LEV: 23.73
2.0% o 2.0
-- _ _ ---- -- --- ----
-------------------------------------
20
ij
u�
H RIZ. LE: 1" = 5'
A1�. ���►
1
VERT. SC LE: 1" = 5'
0 0 0 0 0 1 1 1 p 1 210 1 3p 1 4p 630
40
44242 '
OFF: 14 54 BURNS
OFF: -14.54 ELEV: 23.49
ELEV:23.49 N MMONNELL
FF: 12.00 C FF: 17.54 1317 EXECUTIVE BLVD.
SUITE 300
OFF: -14. 0 E EV:23.03 E EV:23.55 -30 CHESAPEANE,VA23320
ELEV: 22.99 - .5 PFG
ELEV: 2 .55 OFF: -12.00 OFF: 0.00 OFF: 18.74 DAVEIIPORT
OFF: -23.3 ELEV: 3.03 ELE : 23.27 ELE : 23.15
ELEV: 21.62 EX. GRND
uE INS
nwaaKe
0
___________ ____________ o o .
_____ FOR COYMAN�ER NAKM
2O APPROVED BY EMILY SYLVESIFR,
DIRECTOR, INSTALLATION DEVELOPMENT
AT MCB CAMP WELKE VIA RIAL
-sAiBFAcraRr ro w¢ 6 12 2120
TJL D- DDL 7 TJL
FEET PN/DN SGL CLS
BRANCH I -ER DLB
H RIZ. LE: 1" = 5' CHIEF ENG/ARCH EJA
1 FIRE PROTEGIION
< U
VERT. SC LE: 1" = 5' < V Z
0 0 0 0 0 0 10 2p 1 3p 1 10 10 gZ6 z
40
w Q J
a� j
W(n
+
�z �z o
OFF: 15.00 OFF: 14.54
4< (TILL o
PFGELEV: 23.41 a = W o
30
OF 0.00 -30 z O V i
ELEV: 3.19 OFF:14.00 OFF:17.54 C7 U
OFF: - 16.69 ELEV: 22.91 ELEV: 23.47 ¢ m ic,
ELEV: 2.33 OFF: -12.00 w Min
ELEV: 22.9 5 OFF: 12.00 OFF: 9.19 Z 0 2 N
ELEV: 22.95 ELEV:22.92 (5 N z
o
- ----------------------------------------------- ----------- 1 3% . o :7 W a O w
--
------------------- -
- ----- ------ ------------
_------- - '- -' F
20 20
z J Z T O
o
d'
x Q L.1 U
LL
'z d
z
09� FEETiQEs
H RIZ. LE: 1" = 5' < Z �# oo
1 a 1-)
• VERT. SC I LE: 1" = 5' 1374744
0 0 0 0 0 -0 I 1 0
10 cousrR. coNrR. NO,
NAVFAC DRAWING N0.
12816757
HE 427 GF 547
XS610
I
1
b"
V;
Q
L
L J T �l
UNCLASSIFIED

n UNCLASSIFIED ^ G
MINE
1317EXECUTIV BLVD.
SUITE 300
cc
12816758
I:
I
v;
d
L J T �l
UNCLASSIFIED

n UNCLASSIFIED ^ G
MINE
����������.T.I/t 11 � • 1 � ����T.I—�11311��������
1317EXECUTIV BLVD.
CHI IT ENG/ARCH EJA
LLI
�����������1�11111I��:��•/��ITd'�.1'1�3.'1"1.13711R,'��� � � � �
��������7i■��/��iRiii�'���I�il�ili�7����R1�L'L�I������
-11��-------IIIIIIII.11■�_III■1111■-_-_�--------- ,� II
����������1�7:��f1►SJ:�l1�lL'JIL'T.JrT7�������� � � � � .
���������■II/—��Il�iii■ice/_��1.11•��I®®��■SIl'91�� .
�I�l�����������■�����������
�I�������������■��������I����
—I����i���������■[I.�I/lam ��������� •
��z.��������I� � • - .•�����1:�7RT.1�7r.1.1R>y3!tl�����'
I
v;
d
L J T
UNCLASSIFIED

n UNCLASSIFIED ^ G
I
�''�iiii��iiii�i������������l1l�i::iil■iii���i
1317EXECUTIV BLVD.
SUITE 300
LLI
12816760
v;
d
UNCLASSIFIED

UNCLASSIFIED
1) ^ G
L
FF: 14.00
OFF:-14.00- C FF: 12.00 LEV: 24.92
ELEV:24.92 EL 017: 15.4-9--
30
ELEV: 24.81 - 30
OFF: -12 00 PFG
OFF: 16.00 ELEV:2 .96 OFF:0. 0
1 OFF: -63.4 ELEV: 24.76 ELEV: 5.20 = 'OFF: 16.00
J ELEV: 22.3 OFF:: -44.33 ELEV: 24.76 L
CE
ELEV: 15.99 °/ ° G
X. GRND
------------ ---------------- ----- ------ ------------ ------ - ---- ------
----------------------------------------- ---- ------ -
O F: -42.33
EL V: 15.99
-20
'„
Wo
\`
MH LE: 1" = 5'10 1#r1LE: 1" = 5' ;=a`sspp,�y
0 0 0 0 0 0 1 5 � T_
44242
OFF: -12.00 OFF: 13.10
ELEV:25. 8 ELEV: 2 13 fHY 3 •�y�
OFF: 12.00�.sw"
00
E EV: 25.0830 - 30 1 'I
OFF: -64 13ELEVPFG
ELEV: 2 .39 C FF: 0.00 � BURNS
ELEV:25.32 N&MMONNELL
1317 EXECUTIVE BLVD.
OFF: 2.50 :1 SUITE300
OFF: 44.bU ELEV: 15.85 2. ° 070 CHESAPEAKE, VA 23320
----------------- ----------- -- --- -- ------------- ----- _ --
-------- --------- - ---------- -"
-- ----------
-------- �� DAVEN'ORT
X. G ND
-20 uE"�
nwaa,EB
FOR CONMANOER NA
A
APPROVED EMILYSYLVI
DIRECTOR, INSTALLATION DEVELOPMENT
AT MCB CAMP LEIEUNE VIA EIWL
sAiBFAcraRr ro w¢ 6 12 2020
DES TJL IGIT FEE I aw ppL cHN TJL
- ---- P./ON SGL CLS
-10 BRANCH NVNGER DLB
*LLE
CHIEF ENG/ARCH ESA
FIRE PROTEGRON
< V Z
0 0 0 0 0 0 1 -5 C)Zg z
W
OFF: 14.54 OFF: 17.54 w Q J
OFF: -14.00 ELEV: 25.77 ELEV: 25.83 -
ELEV: 25Lu
.27 w �i C Lu (n +
PFG 30 OFF: 1 .90 +
00
FF: 0.00 ELEV: 6.29 - 30 U Z WCD
ELEV: 25.55 O F: 12.00 _ <
5. 0 EL V:25.31 "
0
0% z p 2 �
U U Lu
c� tr >
z m0
--- ---- - ----- W CO CL I
------------
z 00- Z
20 C7 N o
z r Q U
7 EX. RND W I w
U) ap
W N
M N
a It- W r C)
Z U
O J
___ 10
i z a
H RIZ. LE: 1" = 5' 0 < �# m
1 a �
• VERT. SC LE: 1" = 5'EPRWECT NI 1374744
0 0 0 0 0 0 1
-5 cousrR. corvER. NO,
NAVFAC ORAWING NO,
12816761
CHEST 431 GF 547
XS614
I Z A oRn 1- 1.- o' - :P
I
1
V;
Q
L
UNCLASSIFIED

UNCLASSIFIED
1) ^ G
Z_
OFF: -14
54
OF
F: -14.00
OFF: 14
54
ELEV: 2514
EL
EV:24.64
ELEV: 2514
-OFF: 1
.00
ELEV:
25.14
-
30
ELEV: 2
PFG
OFF: 0.00
0FF:12.00
0FF:18.83
LEV:24.92
ELEV:24.68
ELEV:
25.14
2.0 %
2.0°
°
-RETAINING
Wi
LL SEE SHEET
S-500 F
DR IDETAILM
EX.
GRND
G
€
-__
OF
:21.50
----
------
------------
---------------------------------
---
'„
`-
-------'
H RIZ.
LE: 1" = 5'
0
1
t
-
VERT. SC
LE: 1" = 5'
''� '-
s
0
0
0
0
0
01
1
5
sm�':.
44249eFF. 4d`'
-14.00,¢�c
OFF: 14.54
OFF: 1800
J
OFF:
-14.54
LEV: 25.28
ELEV: 2
.30
�HY ,y;
���tw lJl7�sa,
c
ELEV
25.28
If OFF:
-12.00
,10
LEV: 24.82
iV!
OFF:
8.83
-
30
O
F: -17.54
PFGEL
ELEV:
25.30
BURNS
EL
V:25.34OFF:
0.00
FF:12.00
N&MMONNELL
LEV:21.68
p
ELEV:
25.06
E EV:24.82
1317 EXECUTIVE BLVD.
___
_______
2.0 %
.0%
°
E
MINING W
LL SEE SHEET
S-500 F
R DETAIL
SUITE 300
CHESAPEAKE, VA 23320
DAVEI1i'0RT
--'�-
---- --
-------_---
----
OFF:
21.50
-----______
El
EV:16.80
20
mew"na
Awaa,EB
_____
____________
-
FOR CONMANOER NA
lLIR1rY
APPROVED BY EMILY SYLVESTER,
``�
DIRECTOR, INSTALLATION DEVELOPMENT
AT MCB CAMP LEIEUNE VIA ELIAL
``
sAiBFAcraRr ro w¢ 6 12 2020
DES TJL DRw DDL cHN TJL
MME�MME�
FEET
PN/ON SGL CLS
10
BRANCH N-GER DLB
CHEF ENG/ARCH ESA
H RIZ.
LE: 1" = 5'
1
FIRE PROTEGRON
<
< V
U
Z
-6191i
25.00
1
VERT. SC
LE: 1" = 5'
0
0
0
0
-
0
0
1
1 1
p
210
30
40
1 63
5
g F- 6z
W
OFF
-14.00
OFF: 14.54
w a
J
ELE
:24.92
LEV:25.42
OFF: 18.0
-
CL H
OFF: 14.00
ELEV: 25.
5
w
W
o
EL EV: 24.92
-
30
J p
�
w
FF: -17.54
PFG
` Q
~ Z
LEV: 25.48
OFF:
0.00
OFF: 22.00
OFF: 1
.83
(n LLB
OFF: -31.28
ELE
: 25.20
E LEV: 24.96
0
ELEV:
25.45
LEV: 20.90
EX.
GRNID
z pU
U w
°
Fn
U
-----------
------------
-----------
-RETAINING
W
LL SEE SH
ET 5-500 F
R DETAIL
0
Q
-
N
--- -
----
OFF: 21.5
w
02
N
-
" - ---
ELEV: 16.
1
/
o
20
_ ___
____________
_______
_____________
_
____________
-20
(5
Z
N Q
r
m
U
_____-____
______
__
____
•
w
1
W
w
LL
C
N
`
a J
�O
W
N
N
C)
r
Z
W
U
77
i Q
w
0Jo
EL
z
M
Q
0
Q 6
< Z
U
H RIZ.
LE: 1" = 5'
m
1
-612'tjv.VIULJ
VERT. SC
LE: 1" = 5'EPRWECT
NO. 1374744
0
0
0
0
0
0
1
20
30
1 40
63
-5
cousrR. corvrR. NO,
NAVFAC DRAWING NO,
12816766
SHEET 436 GF 547
XS619
I
') Z
A
oRnwro"" ­SI°N ", w ,",a
I
1
L J T
UNCLASSIFIED

UNCLASSIFIED
1) ^ G
Z-
OFF: - 14.54 OFF: -14.00 OFF: 14 04
ELEV: 4.87 ELEV: 24.37 ELEV: 24 87
OFF: -1 .54
30 ELEV: 2 t.93 OFF: -12.00 OFF: 14.00 - 30
ELEV:24.41 E LEV:24.37 OFF 18.83
OFF: -18. 4 PFG ELE : 24.85
ELEV: 24. 3 FF: 0.00 f
EL V:24.65 L
--- --- -- --- -----------------0.5%
-------'- E AINING WALL SEE SHET 5-500 F R DETAIL Go "
OFF:21.5 ---------- --
---- --------- ELEV: 17. _ -
20 - 20
IT-
u�
MLLE
10
X�/"t ' E ' --
s
0 0 0 0 0 0 1 5 �L':.
44249,¢�`
OFF: - 4.54 O F: -14.00 OFF: 14.544d`'
ELEV: 5.00 E EV:24.50 ELEV: 25. 0
J OFF: 18. 0 C►�7w
54
LEV: 25.06 ELEV. 24.5 PFr ELEV. . ELEV: 2 .99 - 30 I
OFF:12.00 OFF: 18.83 BURNS
OFF: -1 .69 ELEV: 24.54 ELE S&
: 24.99 MMONNELL
ELEV: 2 .68 1317 EXECUTIVE BLVD.
SUITE 300
0% 0 0.3% EX. G ND CHESAPEAKE, VA 23320
E MINING W LL SEE SH ET 5-500 F R DETAIL
--
OFF: 21.5----------
DAVEIIPORT
---____-_ ELEV: 16. 4
20^.�^ uE IRS
_________ , �PaaKB
FOR COYMANOEfl NAKM
A
APPROVED EMILY
DIRECTOR, INSTALLATION DEVELOPMENT
AT MCB CAMPIEIEUNE VIA EIWL
sAiBFAcraRr ro w¢ 6 12 2020
---- Des TJL DRw DDL cHN TJL
PN/DN SGL CLS
io
10 BRANCH I -ER DLB
H RIZ. LE: 1" = 5' CHEF ENG/ARCH Ep
1 FIRE PIETECPON
< U
VERT. SC LE: 1" = 5' < U z
-0 0 0 0 0 0 1 0 5 gZg z
W
OFF: 14 54 w Q J
ELEV: 2 .01 OFF: 18.0 - H00
OFF: -17. OFF: -12.0 ELEV: 25. 0 w W U)30 ^�
ELEV: 25. 7 1 ELEV: 24.E 5 OFF: 14.00_
PFG ELEV: 24.5 OFF: 18.83
OFF: -1.73 - 30 4 W o
OFF: 0.00 ELEV: 5.00 Q
ELEV: 68 E EV: 24.79E)FFz O =
o 0 vv
ELEV. 24. X. GRNID
0.3% E AINING W LL SEE SH ET S-500 F R DETAIL U U w
------------------------ ------------------------ -
0 o
z
cr
cr
W Co CL
----- OFF: 21.5 ----- ----- p
---- Z p -
z
------------ ---- ELEV: 16. 2 20 N
z r O
w IQ
i w ap N
co
Z �
U
LL
Q o CL
io FEET
iQEs �
H RIZ. LE: 1" = 5' 10 < z m
1
VERT. SC LE: 1" = 5' 1374744
0 0 0 0 0 0 13 2p 10
-5 cousrR. corvER. NO,
NAVFAC DRAWING N0.
12816767
HE 437 DF 547
XS620
'I Z A F-R. -SI""
I
1
b"
V;
Q
L
L J T
UNCLASSIFIED

n UNCLASSIFIED ^ G
MINE
1317EXECUTIV BLVD.
SUITE 300
I:
CHI IT ENG/ARCH EJA
------------------------
I
v;
d
L J T
UNCLASSIFIED

n UNCLASSIFIED ^ G
1111111�
---��---�-�. �-�wi✓a wires J.���--------
I
v;
d
L J T
UNCLASSIFIED

n UNCLASSIFIED ^ G
MINE
1317 EXECUTIVE BLVD.
SUITE 300
Lu
12816770
I:
������������91.II//I �1�1�1-�>•��1/■I�������iii'i�iTiii�
�����iiiiiiiiiii•i����������Jai!Ii�������� ..
I
v;
d
L J T
UNCLASSIFIED

UNCLASSIFIED
1) ^ G
L
OFF: 14.00
ELEV: 24.78
30 PFG - 30
OFF 0.00 FF: 12.00 OFF: 16.00 OFF: 25. 0
FF:F457 ELEV: 5.06 E EV:24.82 ELEV: 24.62 ELEV: 2 .72
ELE 21.66OFF: -16.00 f
EV: 24.62 L
2.0% 0 % o OFF: 39.0 G
ELEV: 19.0z.
---------------
---------------------------------
i
--------- ----- 'Wl Ad
.,,
10
pVERT.SCA_E:1"==5'
LE: 1" = 5' 10
1t 4,. '-
s
0 0 0 0 0 0 1 5 SEOLL°':.
s� F•. 44249,¢�c
OFF: V.54 is 4d`'
PFG ELEV: 2114 HY i
'54
OFF: 0.00
OFF: - 4.00 ELEV: 24.92E)FF30 - 30
ELEV: 4.64 '
OFF: -18.00 OFF: 12.00 OFF: 20.5 BURNS
LEV: 24.32 ELEV: 24.68 ELEV: 25.20 N&MMONNELL
1317 EXECUTIVE BLVD.
SUITE 300
OFF: -29.11 0 2.0 % 2. ° °-RETAINING WALL (SEE SHEET S-5 0 FOR DET ILS CHESAPEAKE, VA 23320
ELE : 20.62 EX. GRND --
DAVEIIPORT
-- - - --
--- -----
----- - -- --- -- --- --- ---20
------------ ----
-20
FOR COIAANOEF NAKM
N
------------ ' " APPROVED BY EMILY SYLVESIER,
DIRECTOR, INSTALLATION DEVELOPMENT
AT MCB CAMP LEIEUNE VIA EMAL
sAiBFUTCRr ro w¢ 6 12 2020
DES TJL JDNW DDL ICIAN TJL
RN/UN SGL CLS
io 10 BRANCH N-ER DLB
H RIZ. LE: 1" = 5' CHEF ENG/ARCH ESA
1 FIRE PR0IECPON
< U
VERT. SC LE: 1" = 5' < U z
-0 0 0 0 0 0 1 0 5 gZ6 z
W
OFF: 14.54CL
w Q J
OFF: -14.00 ELEV: 21.00 -
ELEV:24.50 Lu w W o
OF-: 1930 PFG ELEV. 24.50.67 - 30 p
EX. URNU
OFF: -18.0 ELV:25.05
OFF: 12.00 ` Q ~ z
ELEV: 24.1 ELEV: 24.54 < m 50 _ 2 o
O F: -28.78 0 0 o z O o ° -RETAINING WALL SE SHEET S-5 0 FOR DET ILS U tr � cW�
E EV: 20.58 + -_- ------------ C7 -
Z m�
OFF: 23.17 W m I I
---------- --
1
N
' Z 00 Z
' Z r Q U
W I N
a 0
W Cn
V1
` --- - a J w r
___ Z U
i Q W
LL
lz [L
z o Q
FEE I
i Qio a �
H RIZ. LE: 1" = 5' 0 < Z m
FEET-
VERT. SC LE: 1" = 5' EPRWIECT NI 1374744
0 0 -0 0 0 0 1 0
- 5 cousrR. corv.R. NO,
NAVOC DRAWING N0,
12816771
SHEET 441 of 547
XS624
I
1
v;
Q
L
L J T
UNCLASSIFIED