SW8961204_APPROVED PLANS_20131102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 120\-\
DOC TYPE
❑ CURRENT PERMIT
N APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oY3\102
YYYYMMDD

/
n
f
I em I DESCFFTION I DATE I APPRov®
I
LOCATION MAP - U, S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.
SCALE : NONE
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ILp415 DEC 0 21996
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VICINITY MAP - CAMP LEJEUNE, N.C.
n
DRAWING INDEX
C-1 LOCATION MAP AND DRAWING INDEX
C-2 EXISTING PROJECT LAYOUT AND
DEMOLITION PLAN
C-3 SITE PLAN
C-4 PLAN AND PROFILES
C-5 DETAIL SHEET
C-6 DETENTION POND DETAILS AND SECTIONS
S-1 LOADING AND UNLOADING PLATFORM
PLAN, DETAILS, AND SECTIONS
E-1 ELECTRICAL PLAN
E-2 ELECTRICAL DETAILS
j�EC-EIVE
luu{ DEC 021996 D
D q
PROJ #`�W �l� Vy� 1 Z(��Y
F•I MM, UPCHURC:H & A�OCIAIVA PA
it I� CONSULTING ENGINEERS
SOUTHERN PINES, NORTH CAROLINA 28387 C�l I
MARINE CORPS BASE
DES. AMM
LOT 201 RENOVATIONS
DR. FDW
LOCATION MAP AND DRAWING INDEX
AMM
SUBMITTED BY:
SUB
�,r���H•CARp�''%,
.•� ESS/pi• i9•"s
DESIGN DIR.
»
PROJECT NO. h62470-96 B-4,U6
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT NO.
NAVFAC DRAWING NO.
15662
.
F
4336958
ICONSTR
2�,•'�
,'•�'�a�T•L�EUwP�'•
SATISFACTORY TO DATE
CONTR NO. N62470-96-8-4.3d6
7/1 j qG
SCALE: NONE
SPEC. 964386
SHEET 1 OF 9

r
m
U
0
0
C�
EIP
ELEV. 26.14
N 346789.0t
E 2502744.1
CONSTRUCTION NOTES
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE
AND TEMPORARY SILT FENCE.
2. CLEAR AND GRUB AS SHOWN ON SHEET
C--2.
3, CONSTRUCT DETENTION POND PRIOR TO
COMMENCEMENT OF EARTHWORK TO
CONTROL SEDIMENT.
ST®RMWATER
4. COMPLETE GRADING AND PLACEMENT OF
AGGREGATE BASE COURSE.
D E C E I V E
JUN 131997 D
D
PROd#�) jZC+
LEGEND
INSTALL NEW CHAIN LINK
FENCE W/GATES AS SHOWN (TYP.)
EXISTING, DESCRIPTION
NEW
v ,r, TREE LINE ,Yr,
�rYrr
-
YD - - 5' CONTOURS
32 I'CONTOURS
-
----
- CHAIN LINK FENCEx--
---J POWER POLE
APPROVED
X�= LIGHT POLE
NORTHANAGEMENNTTEN K
BENCH MARK
OOMM
DIVISION OF WATERGUALRIf
0 EXISTING IRON PIN
Date 12L-C 1 A`'�
0" MONITORING WELL
StormwaterPermNNo2Ua
O DROP INLET
ROAD =
=
zr
rTT RAILROAD LINE
SLIDING FENCE GATE
�--
(MOTORIZED)
REINFORCED CONCRETE
----------
PIPE
AGGREGATE BASE COURSE
SILT FENCE
CONSTRUCTION ENTRANCE
-°—SF SF—

r Y1
,y d—�Y A� REINF. CONCRETE F OTINGy--Y Y Y'v v
*j
A
PLAN - DETENTION POND SPILLWAY
( SCALE: 3/4" = 1'-0"
CONCRETE FILL
1" CROWN
ELEVATION MARKER POLE
6" DIA. STANDARD WEIGHT
GALVANIZED PIPE
BOTTOM EL. 17.0
2'x2'x4' CONCRETE BASE
NCDOT C:IA A
PAINT SCHEDULE
MARINE PAINT
1" BLACK STRIPE
CIRCUMVENTING
POLE DELINEATING
ELEVATIONS (TYP.)
3" HIGH BLACK
ELEVATIONS (TYP.)
6" RED STRIPE
FROM EL 20.5
TO EL. 21.0
2 COATS —
SAFETY YELLOW
2 MARKER POLE
C6 C6 NOT TO SCALE
,-y
EL. 23,
J
m
w
ro
m
m
m
D
ry
I—
R.C.P.
21.45
0
NEW TRASH RACK-�
9„
N0. 4 REBAR (TYP)�
30" RISER PIPE 3 J
TRASH RACK DETAIL
C6 JC6 NOT TO SCALE
—y-- v ,v," —,Y,--,v
_l
S PR'IEP, SEED AND
MULCH (TYP.)
L. 23.0 --�
EXIST_ GRADE 3 3 r 1 NORMAL POOL
1 lI— 3 ELEV 22 0
75'
a
7'-4' NOM.
8'-8" NOM.
SECTION A -A J h LL: -)/'+ = I --V
SCALE: 3/4 = 1'--0" FOOTING NOT SHOWN FOR CLARITY
— ' ) _ " —%��J� J4'��.��` �_��..'��,-���� __,k.,­�_. T,__.), --ti __~�A— ''—
f l l EMERGENCY OVERFLOW STRUCTURE
C3 C6 NOT TO SCALE
4 �3' �I
(d 6,
3
� L. � 13 )
( EL. 17.0
(� FO R E BAY � )
AREA UNDISTURBED
SUBGRADE (
5 DETENTION POND SECTION
C3 C6 NOT TO SCALE
'J l
1
H
�1
30" CMP R
^ FULLY BITUI
COATED. B
ELEV 22.0
DRILL 4 RO
10 1 /2" DI
r
FILL RISER
CONC. FR01
TO INV. OF
CONCRETE BASE
IMBED RISER
�y 12" INTO BASE
1 � f
6 RISER BARREL SECTION
wh �� C3 C6 NOT TO SCALE
µl
EXIST.
RCP
---, _,vw-
— PREP, SEED AN DEL. 23.0
MULCH (TYP.)
3'
EXIST GRADE
_ 6
EL. 24.0 3 3 1
—11 1f
EL. 22.0 EL. 17.0
FOREBAY
7 AREA UNDISTURBED
7 SUBGRADE
2
MARKER POLE
6 C6
280'
NORMAL POOL
ELEV. 22.0
FORM AND GRO
TYP. SEAL
OUTSIDE JOINT
)CUT BLOCK
AS NECESSARY
_1
4 ) DETENTION POND SECTION
31061 NOT TO SCALE
1, THE OFFICER HARGE SHALL PERIODICALLY MEASURE SEDIME EPOSITION
USING THE ELEVAI"1 MARKER POLE FOR VERTICAL CONTR.MEASUREMENTS
WILL BE SCHEDULED S AT SEDIMENT DOES NOT E ELEVATION 21.0'.
2. WHEN SEDIMENT REACHES ELEVA 20.5', T OND WILL BE PUMPED DRY,
SEDIMENTS EXCAVATED AND THE DET REA GRADED TO THE NEAT LINES
OF DESIGN DRAWINGS.
3. THE OUTLET SYSTEM SHALL MAINTAINED FREE NG AND CLEAR OF DEBRIS
AT ALL TIMES. UPON ATER, ALL. DEBRIS SHALL BE OVED FROM THE POND
AND OUTLET,
4. ALL FUT DEVELOPMENT SHALL BE CONSISTENT WITH THESE DESIG ECIFICATIONS
AND MODIFICATIONS TO THESE STORMWATER MANAGEMENT PLANS MUS
ROVED BY THE: STATE OF NORTH CAROLINA_
6'x6' MASONRY
/ C6 C6 EMERGENCY OVERFLOW
STRUCTURE
/ I 3, I INV. EL.
% L 23.60
-1 /
-EL, 23.0 11 —EL=20
EL. 21.45
C o 1
EL. 17.0 INV EL. 21.30---
INV, EL. 21.20 —'---� \
FILL RISER W/2000 PSI CONC FROM
FLOOR UP TO INV. OF 18" RCP -
CATCH BASIN -
C6 C5
77 EMERGENCY OVERFLOW STRUCTURE SECTION
NOT TO SCALE
-I 9
R.C.P. CONNECTION DETAIL.
SCALE: 3/4" = V—O"
3'
EMERGENCY OVERFLOW STRUCTURE GENERAL NOTES
DESIGN SPECIFICATIONS:
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-92/ASCE
5-92/TMS 402-92, MASONRY STANDARDS JOINT COMMITTEE (AMERICAN CONCRETE
INSTITUTE, AMERICAN SOCIETY OF CIVIL. ENGINEERS, AND THE MASONRY SOCIETY.
AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 1992 AND CURRENT
INTERIM SPECIFICATIONS.
FOUNDATIONS:
FOUNDATIONS SHALL BE PLACED A MINIMUM OF ONE FOOT INTO VIRGIN SOIL OR
COMPACTED FILL, OR AS DIRECTED BY THE ENGINEER. FOOTINGS ARE DESIGNED
FOR A SOIL BEARING PRESSURE OF 2000 POUNDS PER SQUARE FOOT.
BACKFILL:
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO BRACE WALLS WHEN
BACKFILLING. CARE SHALL BE TAKEN DURING PLACEMENT OF BACKFILL ADJACENT TO
THE WALL SO AS NOT TO OVERLOAD THE WALL DUE TO HEAVY EQUIPMENT, ONLY
LIGHTWEIGHT COMPACTION EQUIPMENT (NOT EXCEEDING 3000 POUNDS) SHALL BE
PERMITTED WITHIN THE CRITICAL_ ZONE DEFINED AS BEGINNING AT THE BASE OF THE
WALL AND WIDENING UPWARD FROM THE BASE AT A 1:1 SLOPE. ALL PRECAUTIONS
SHALL BE TAKEN TO PROVIDE ADEQUATE DRAINAGE PRIOR TO AND AFTER
CONSTRUCTION.
COMPACTION:
FILL MATERIALS SHALL BE PLACED IN 8 INCH LOOSE: LIFTS AND COMPACTED TO AT
LEAST 95% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY PER ASTM D-698.
DESIGN LOADS (ASSUMPTIVE):
FLUID PRESSURE = 63 PCF SURCHARGE = NONE COEFFICIENT OF FRICTION = 0,46
STRUCTURAL CONCRETE:
DESIGN COMPRESSIVE STRESS AT 28 DAYS SHALL BE 3,000 PSI USING NORMAL WEIGHT
AGGREGATE. PROVIDE 6% t 1 1 / 2% ENTRAINED AIR.
CONCRETE MASONRY UNITS:
PROVIDE A MINIMUM f'm OF 2000 PSI. GROUT ALL UNITS SOLID WITH 2O00 PSI
GROUT CONFORMING TO ASTM C 476, USE TYPE M MORTAR ON ENTIRE PROJECT.
REINFORCING:
REINFORCING STEEL SHALL BE GRADE 60. WIRE TRUSS BARS FOR MASONRY
SHALL BE HOT DIPPED GALVANIZED (1.50 OZ. PER SQUARE FOOT), CONFORMING TO
ASTM A 82 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI.
VERIFY ALL DIMENSIONS AND CONDITIONS RELATING TO EXISTING STRUCTURES AND
COORDINATE WORK BETWEEN TRADES.

SCALE OF FEET
II
LOCATION MAP - U. S. MARINE CORPS BASE - CAMP LEJEUNE. N.C.
DRAWING LEGEND
NAVFAC DRAWING #
SHEET
TITLE
60006859
T-1
CONCRETE PAVEMENT LOCATION & SITE MAPS
60006860
S-1
CONCRETE PAVEMENT SITE PLAN
60006861
S-2
CONCRETE PAVEMENT DETAILS
Goldsboro
\ 1
Olive
Pink
Hill
Warsaw
Magnolia
Rosehill�
Wallace
Burgaw
Words Corner
Acme
Delco
Leland
Bolton
Dover
Tuscarora
Tre.a+on OAI
,," Com4ort
Richlands
"�q J
Jacksonville
Verona
l�
Dixon
Folkstone
f S/
ew Bern
'ROVE
CHERRY POINT �
'ollacksville I
Havelock Otwayl /
Maysville kkk
eaufortJ
orehead City I I
Hampstead �\
(�I
Scott Hill
vP
Iton A,
I �
N
P
LEJUENE O G
APPROVED 0c'5
14ORTH CAROLINA ENVIRONMENTAL.
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
10 0 10 20
GRAPHIC SCALE IN MILES
VICINITY MAP - CAMP LEJEUNE, N.C.
y JUN 18 2012
i

4"
if
0 CONTROL POINT #2
REBAR FOUND
N - 346,063.5903
E - 2,502,642.6402
ELEV - 23.51
WEIGH STATION
7ONCRETESTEELTCONCRETE
IN 340140.24
E 2502459.385
PROPOSED
CONCRETE
PAVEMENT
N 346134.3311
E 2502399.6744
a
0
J
N
4Z—
EXISTING
POND
Nol
18" RCP
r
LEI
LOCATION SURVEY - LOT 20
SCALE: 1 " = 40'
EXISTING GRAVEL PARKING LOT
EXISTING
A
HUT
40' 0 40'
GRAPHIC SCALE IN FEET
m
011
CONTROL POINT #1
REBAR FOUND f
N - 4. 883
E - 502,165.6719
ELEV - 22.51 O
W/
Till tl 11 lllllllllllllllllll
GENERAL NOTES
1. DESIGN CRITERIA: UNITED FACILITIES CRITERIA 3-320-06A, CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO
HEAVY LOADS.
2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO ORDERING OR
FABRICATING ANY MATERIALS.
3. CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION CONFORMING TO
APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. DESIGN AND DETAILS OF EROSION CONTROL
MEASURES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
4. EXTREME CAUTION SHALL BE USED SO AS NOT TO DAMAGE THE EXISTING WEIGH SCALE. ANY DAMAGE
CAUSED TO THE WEIGH SCALE SHALL BE REPAIRED AT NO COST TO THE GOVERNMENT.
5. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE EXISTING WEIGH SCALE DURING CONSTRUCTION.
6. PORTLAND CEMENT CONCRETE (PCC) PAVEMENT SHALL HAVE A MINIMUM FLEXURAL STRENGTH OF 650 PSI AT
28 DAYS.
7. ALL CONTRACTION JOINTS SHALL BE IN ACCORDANCE WITH THE CONTRACTION JOINT DETAILS.
8. EXPANSION JOINT MATERIAL SHALL CONFORM TO ASTM D1751.
9. LOW MODULUS SILICONE SEALANT AT CONTRACTION JOINTS SHALL CONFORM TO ASTM D5893.
10. SILICONE SEALANT AND BACKER ROD SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S WRITTEN
INSTRUCTIONS.
11. SAW CUT CONTRACTION JOINTS TO THE FULL DEPTH REQUIRED BY THE PLANS TO CONTROL RANDOM
CRACKING AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO BE SAWED WITHOUT SPALLING AND
RAVELING BUT NOT MORE THAN 24 HOURS AFTER THE CONCRETE IS PLACED.
12. CONSTRUCTION JOINTS MAY BE PLACED AS REQUIRED, EXCEPT THAT ALL CONSTRUCTION JOINTS SHALL
COINCIDE WITH CONTRACTION JOINTS.
13. SURVEY INFORMATION PROVIDED BY JOYNER KEENY, PLLC, JUNE 26, 2009,
14. HORIZONTAL AND VERTICAL DATUMS WERE BASED ON COORDINATES FOR CONTROL
POINTS #1 AND #2 AS SHOWN ON PLANS PREPARED BY HOBBS UPCHURCH &
ASSOCIATES ENTITLED "LOT 201 RENOVATIONS", SHEET 2 OF 9, SIGNED 07-18-96.
NC GRID NAD 83/2007 COORDINATES
FOR CONTROL POINTS
1 N- 345,443.43
E-2,502,245.66
2 N- 346,133.32
E-2,502,721.43
15. THIS MAP WAS NOT PREPARED FOR RECORDATION AS PER GS 47-30 AS AMENDED.
16. NEWLY PLACED PAVEMENT SHALL NOT BE SUBJECTED TO THE DESIGN VEHICLE LOADING UNTIL THE PAVEMENT
HAS ACHIEVED 100% OF THE SPECIFIED COMPRESSIVE STRENGTH. NEWLY PLACED PAVEMENT SHALL NOT BE
SUBJECTED TO TRUCK LOADING UNTIL THE PAVEMENT HAS ACHIEVED 75% OF THE SPECIFIED COMPRESSIVE
STRENGTH.
17. CONTRACTOR SHALL COORDINATE WITH THE GOVERNMENT AND SCHEDULE THE WORK TO KEEP LOT 201 OPEN
TO TRAFFIC AT ALL TIMES.
JUN 1 2012 x
Bv:

REVISIONS
M
IMAN f/�kv,I:IIIm 1=Lel.i�I: I:IIs] 4: 1
�-2 SCALE: 3/8" = 1'-0"
2' 1' 0 2' 4'
GRAPHIC SCALE IN FEET
NOTE: PAVEMENT DESIGN IS BASED ON INFORMATION PROVIDED AT LOT 201 SITE VISIT
FEBRUARY 9, 2009. DESIGN CRITERIA IS 400,000 PASSES OF THE DESIGN VEHICLE LOCATED
AT LOT 201 - PPM FC 55 TOP HANDLER "SUPER STACKER." TIRE PRESSURE IS 110 PSI.
ALL WHEEL LOADS ARE IN KIPS.
RESTORE PERIMETER AREAS
TO ORIGINAL CONDITION
2'-0"
MIN.
'-10" PAVEMENT
b
D
a
_n" 1'--4"
6" AGGREGATE
BASE COURSE (ABC)
1'-5" PAVEMENT
3 EDGE OF PCC PAVEMENT
S-2 SCALE: Y2" = 1'-0"
2' 1' 0 2' 4'
GRAPHIC SCALE IN FEET
n
C
U
EXISTING FENCE
EXISTING WEIGH STATION
72'-0" f
EXISTING WEIGH SCALE
3/4" EXPANSION
JOINT
L0
+00
10+50
11+00
11+50
1+60
1
I
1
----' -----
-------------- ----
1
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--------------------------------------------------------------------------------------------------------------------------------------------------------------
—
Y4" DEEP SILICONE
SEALANT W/
1"0 BACKER ROD
3/4" EXPANSION
JOINT MATERIAL
EXISTING WEIGH
SCALE
EXISTING WEIGH
SCALE CONCRETE
FOOTING
©ff
20'-0" 5 CONTRACTION JOINTS 20'-0"
S- 6 SPACES © 20'-0" = 120'-0"
1 60'-0"
u
-*SEE NOTE
1'-10" PAVEMENT
b
0
PORTLAND CEMENT CONCRETE PAVEMENT
PLAN OF PCC PAVEMENT
4' 2' 0 4'
GRAPHIC SCALE IN FEET
-5" PAVEMENT
0.57 GRADE_
0
D
b.
0
�— 6" AGGREGATE
BASE COURSE
4 EXPANSION JOINT AT WEIGH SCALE
S-2 SCALE: Y2" = 1'-O"
2' 1' 0 2' 4'
iiiia
GRAPHIC SCALE IN FEET
*NOTE: AT THE EDGE OF THE WEIGH SCALE, THE ELEVATION OF THE SURFACE OF THE
PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT SHALL MATCH THE ELEVATION OF THE
SURFACE OF THE EXISTING WEIGH SCALE CONCRETE FOOTING. FROM THIS ELEVATION, THE
PCC PAVEMENT SHALL BE GRADED AS SHOWN.
SCALE: 3/32" = 1 '-0"
51
1/2 w JIVIVV I I I Vu YYLL
SPACED @ 1'-6" MAX.
5A DOWEL DETAILS
S- SCALE: Y2" = 1'-0"
2' 1' 0 2' 4'
iiiiiiiii
GRAPHIC SCALE IN FEET
- L-
0
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z
o
w
N
�
W
w
w
z
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3)
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0
z
W
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0
Ln
I
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0
Of
a_
I
Y4" LOW MODULUS
SILICONE SEALANT
1Y2" Y2" (±$„)
MIN. Y4" MAX. BELOW PAVEMENT
T
4
3/4" O BACKER ROD
CLOSED CELL RESILIANT
FOAM
-SAW JOINT Y8"
TO Y4" WIDE
5B SAW CUT AND SEALANT DETAILS
S- SCALE: 2" = 1'-0"
0.5' 0.25' 0 0.5' 1'
mommol
GRAPHIC SCALE IN FEET
CONTRACTION JOINT DETAILS
JUN 18 2012
r
}; y

FINAL DRAWING
NOT RELEASED FOR
CONSTRUCTION
AREA = 1 1 a17 ACRE
GRAPHIC SCALE
40 20 0 40 80
1 INCH = 40 FT.
LEGEND
DRAINAGE AREA BOUNDARY
BUILT UPON AREA BOUNDARY
— — — 24 — — — CONTOURS FROM 2009 TOPO SURVEY
CONTOURS FROM 2007 NCDOT LIDAR
24 -- PROPOSED CONTOURS FOR BANK MAINTENANCE
FENCELINE
RAILROAD
NOTES:
1) EXISTING POND CONTOURS ARE FROM TOPOGRAPHIC SURVEY BY JOINER KEENEY,
PLLC, DATE SEPTEMBER 29, 2009. HORIZONTAL AND VERTICAL DATUMS WERE BASED ON
COORDINATES FOR CONTROL POINTS #1 AND #2 AS SHOWN ON PLANS PREPARED BY
HOBBS UPCHURCH & ASSOCIATES ENTITLED "LOT 201 RENOVATIONS", SHEET 2 OF 9,
SIGNED 07-18-96.
2)
OTHER
CONTOURS SHOWN ARE
FROM NCDOT
LiDAR DATA RELEASE: MAY 2007.
3)
AERIAL
PHOTOGRAPHY SHOWN
WAS TAKEN IN
2007.
+
t
r
w
WITH
•own
x
h F 1
a a WOW
rromv
...idr=
SF
UILDING
sip '_
J
•;i
••1 CONCRETE PAD
K Y. _ -
^:r ( }
SEE CONTRUCTION PLANS FOR
s
ELEVATIONS AND COORDINATES
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OD
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'-
$
-
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Almr

11
LOCATION MAP - U. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.
SCALE : NONE
Mt. Olive
Magnolia \'
Rosehiill
Kinston
Dover
70
ew
Tuscarora
Trenton OAK
GROVE
gs
Pollacksville
Pink
Comfor t
Maysville
Richlands
Hill
1
3eulaville
/Fo
eron ��1F,pCAMP Dixon ace
lkstone I'
�H/ofly Ridge
Burgaw
Words Corner
V
ampstead
Scott Hill
P
10 a
to 20
Acme
Delco
Wilmington
A�
SCALE
OF MILES
7° 8,75 Bolton Leland
I
Q.
/!
VICINITY
MAP
- CAMP
LEJEUNE,
N.C.
DRAWING INDEX
C-1 LOCATION MAP AND DRAWING INDEX
C-2 EXISTING PROJECT LAYOUT AND
DEMOLITION PLAN
C-3 SITE PLAN
C-4 PLAN AND PROFILES
C-5 DETAIL SHEET
C-6 DETENTION POND DETAILS AND SECTIONS
S-1 LOADING AND UNLOADING PLATFORM
PLAN, DETAILS, AND SECTIONS
E-1 ELECTRICAL PLAN
E-2 ELECTRICAL DETAILS
JUN 18 2012
�Y:
7--/9-9G

1
1
c
LEGEND
EXISTING
DESCRIPTION NEW
m
TREE LINE
s5
5' CONTOURS
32
1' CONTOURS
CHAIN LINK FENCE
—0
POWER POLE
LIGHT POLE
0
BENCH MARK
O
EXISTING IRON PIN
®
MONITORING WELL
❑
DROP INLET
ROAD
RAILROAD LINE
DEMOLITION AREA
ASPHALT ROAD
REINFORCED CONCRETE
�•
WETLANDS
11
GRAPHIC SCALE
( n1 FEET )
i inch = 100 ft,
JUN 18 2012
r
4
7-i9-9G

n
Ln
N
0
0
w
3
m
m
0
w
r
0
w
W.
EIP
ELEV. 26.14
N 346789.0558
E 2502744.1495
C3 C
EIP
ELEV. 23.51
N 346063.5903
E 2502642.6402
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
INSTALL NEW CHAIN LINK
FENCE W/GATES AS SHOWN (TYP.)
CONSTRUCTION NOTES
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE
AND TEMPORARY SILT FENCE.
2. CLEAR AND GRUB AS SHOWN ON SHEET
C-2.
3. CONSTRUCT DETENTION POND PRIOR TO
COMMENCEMENT OF EARTHWORK TO
CONTROL SEDIMENT.
4. COMPLETE GRADING AND PLACEMENT OF
AGGREGATE BASE COURSE.
LEGEND
EXISTING
DESCRIPTION
TREE LINE
— —35— —
5' CONTOURS
—32--
1' CONTOURS
CHAIN LINK FENCE
-a
POWER POLE
LIGHT POLE
BENCH MARK
O
EXISTING IRON PIN
0
MONITORING WELL
O
DROP INLET
- _ =
ROAD
RAILROAD LINE
SLIDING FENCE GATE
(MOTORIZED)
REINFORCED CONCRETE
--------
PIPE
AGGREGATE BASE COURSE
SILT FENCE
CONSTRUCTION ENTRANCE
NEW
D
—SF SF—
.JUN 18 2012
j+
by
WE
-7-19-9G

No
REVISIONS
SYM. DESCRIPTION DATE APPROVED
A&-HUILT DRAWING 1/7/00
4 TEMPORARY GRAVEL - PT STA 10+05.27
BEGIN CL STA 0+00 C4 C5 CONSTRUCTION ENTRANCE E 2502673 32
N 347065.09
E 2503623.14
r
Q-
""""` �� 1 STA 9+80.39 ACCESS ROAD -A
Z INSTALL NEW CL STA. 5+00 -- STA 0+00 ACCESS ROAD-B \
I = 26'03'54' C4 C5 GRAVEL ROAD N �46921.80
R = 150.00' E 2�03149.55
STA 65+65.67 PINEY GREEN RD. oa T = 34.72' v op3
STA 0+00 ACCESS ROAD -A = L = 68.24' PC STA 0+38.59 a
/ / ,
Q c N 347068.79
co,E 2503584.73 \--- a° _ °+58.�6
32 --- \
64+00 �� 65+00 , 31 / 66+00 - 67+00 68+00 � �pL / � 4+00 5+8+00� �� 2 j �0 26 00 �Oy.Op `
- _ PINEY GREEN ROAD ��/ _�
o +0 z+oo 34 3+0/ __ - -
� PT STA 1 +06.82 � ,� �- �I _ _ _ _-�-- - - -� qC ROAD A ort
c0 .27
N 347059.92 -+ - - - \ _ `� s
- --- �- E 2503517.67 °� �� - M ! N
� � C346770151,67
NSTA 9+3
E 2502745.39 u o U
STA 65+65.67 PINEY GREEN RD. a ssXs9'49/ ��P / EIP a h
Q
STA 0+00 ACCESS ROAD -A / HIGH POINT ELEV = 34.29 ELEV. / 26.14 o HIGH POINT STA = 1+81.30 0.558 R = 21*05'0
E 2502744
o PVI STA = 1 +88.22 END CL STA 10+65.21
Co T = 37.22 N 346757.96
x PVI ELEV = 34.82
/ A.D. = 2.15 L = 73.60' E 2502613.39
K = 93.08
200.00' VC
N N
40
40
35
35
0
-
_
30
30
-
-
°
-
-
25
25
_
0,
K)
(n
-n
en
A
20
20
64+00 65+00 66+00 67+00 68+00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00
2B
o
N \ / 90L 15 RCP 4U .15%
I / W/ F.E.S. BOTH ENZ S
EIP
E EV. 26.14 / PC STA 0+58.16 \ \ 2, LEGEND
N 346789.0558 N 3'46�-0Q 96 �\ EXISTING DESCRIPTION NEW
E 2502744.1495FI2502704.8-4-- WOOD LINE
PSI Teo z8 / -�l
N 346658.82 PC STA 3+51.1 1 / -35- - 5' CONTOURS 35
BEGIN CL STA 0+00 1 E 2502705.26 N 346409.24 / / I 32 - - 1 ' CONTOURS 32
N 346758.74 � 1 i
E 2502698.15 / ) E 2502681.28 INSTALL NEW CHAIN LINK FENCE
J 7+00 ` � = 03'45'37"6 C4 C5 GRAVEL ROAD I
0 00 � ` = 52
D-00' --4POWER POLE
= I T -Y6.41' EIP LIGHT POLE
o L = 32.81' PT STA 3+83.93 PC STA 5+73.58 ELEV. 23.51 I -� BENCH MARK
+ / ACCESS N 346376.70 ooN 346189.51 N 346063.5903
o �_ ` D 8 =` _ E 2502677.08 ^ E 2502646.60 E 2502642.6402 0 EXISTING IRON PIN
o _+ � - / m MONITORING WELL
��Yn 4+0p �� ° = 23'48'26" \ O DROP INLET
ti a R = 500' PRC�TA--7�1.34
N a \ r� �345983.47 ROAD
5+p0 T= 105.40 E 2502656.1 7
o` L = 207.76' / RAILROAD LINE
0 = 12'05142' / +0� o REINFORCED CONCRETE
STA 9+80.39 ACCESS ROAD -A R = 200.00' / / 7+ PIPE (RCP)
STA 0+00 ACCESS ROAD-B T = 21 19' a a \ \ END
4
L = 42.22' 26 I 1 " sx SECT OND (FES)
% I = 83'55'59" CONSTRUCTION ENTRANCE
T = 1 16.E 2' \
- a L = 190.44'\
HIGH POINT ELEV = 26.28 -__� c = _ _ - - GRAPHIC SCALE
HIGH POINT STA = 1 +45.81 sa o z
J P�
PVI STA = 1+45.58 LOW POINT ELEV = 24.00 v 1 so 0o zoo
PVI ELEV = 26.78 LOW POINT STA = 5+24.70 / 1
A.D. = 2.00 PVI STA = 4+24.70 END CL STA 9+71.77 (IN FEET )
K = 100.23 PVI ELEV = 24.00 N 345829.12
E 2502576.14 1 inch 5o ft. =
200.00' VC A.D. = 1.00
11 In
30
JUN 18 2012
HOBBS, UPCHURCH & ASSOCIATES, P.A.
CONSULTING ENGINEERS
r4j SOUTHERN PINES, NORTH CAROLINA 28387 C�4
DEPT OF NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE NORTH CAROLINA
DES. AMM
DR. FDW LOT 201 RENOVATIONS
, CHK. AMM
,o. N �A.... ,, PROJECT PLAN AND PROFILES
?; '' ESS/p'•4-1 ., SUBMITTED BY:
/9� . DESIGN DIR.
' �� PROJECT NO. N62470-96-8-4386
1 62 / APPRO%%%D: PWO OR OICC DATE SIZE CODE (DENT N0. NAVFAC DRAWING N0.
S�'o `�ciNE�� off° Cs' .i:i�-'�"/ - �� F 4336961
SATISFACTORY TO DATE eFR? L Ep�1Pe CONSTR CONTR No. N62470-96-B-4386
,,, I rr ,1, ,,.•
SCALE: 1"=50' SPEC. 964386 SHEET 4 OF 9
to
LLJ
•
25
cf)
-
-
-
-
°
-
20
15
ul
N
0+00
1 +00
2+00
3+00
4+00
5+00
6+00
7-+.00
8+00
9+00

REVISIONS
SYM. DESCRIPTION DATE APPROVED
WET RETENTION BASIN REVISIONS 4/28/97
AS -BUILT DRAWING 1/7/00
EXTRA STRENGTH WOVEN
GEOSYNTHETIC FILTER FABRIC
WIRE FENCING AND REGULAR
STRENGTH WOVEN GEOSYNTHETIC
FILTER FABRIC
�.vlwrr+uiw �uovnr,uu
TYPICAL GRAVEL ROAD SECTION
NOT TO SCALE
TREATED 2" x 4" POSTS
OR STEEL POSTS
8' O.C. WITH WIRE OR
6' O.C. WITHOUT WIRE
rLow 11 k'�� n
NOTE:
REMOVE SEDIMENT DEEPER I
THAN 127. REPAIR ANY
UNDERMINING IMMEDIATELY.
COMPACTED
BACKFILL
EXTEND FABRIC AND
WIRE INTO TRENCH \
r3N� TEMPORARY SILT FENCE DETAIL
UNDISTURBED
SUBGRADE —
NOT TO SCALE
COMPACTED AGGREGATE
BASE COURSE
—COMPACTED SUBGRADE
AGGREGATE BASE COURSE SECTION
NOT TO SCALE
REMOVE AND REPLACE
EXISTING RAIL SECTIONS
AND CROSS TIES AS
NECESSARY
C�
3:1 SLOPE (TYP.)
EXISTING
RAILROAD BALLAST
AGGREGATE BASE COURSE
COMPACTED TO 100%
LABORATORY MAXIMUM
15' CARRIER PIPE
SELECT BACKFILL COMPACTED
TO 98% LABORATORY MAXIMUM
r 5' MIN.
6 OPEN CUT & PATCH DETAIL
C5 NOT TO SCALE
C3 C5 NOT TO SCALE
C4
PLAN
All MMDC ACT / nKl/`DCTC /`/l\/CD \/AD MIN
2ND OPENING
IF REO'D.
SECTION Y-Y
5'-4'
4' PRECAST CONC.
COVER
SECTION X—X
z
i
N
40'-3" (NOT TO
FABRIC AREA OVERHANG
(OMIT FABRIC)
,ND
1'-1" [330MM] 2" [50MM] 2" [50MM] POST TOP 2" [50MM] 4" [102MM] 0
ALUM
UPRIGHT Q A) BARBED W RE, TYP. q UPRIGHT q q UPRIGHT STRANDS OF SQ ALUM SQ ALUM POSIT
1 8—#4 BARS EQ. SPACED
—tt�
SECTION V-V
4' —0"
3" 8—#4 BARS (5'-1"L) 3"
EQUALLY SPACED
o 0 0 0 0 0
SECTION W-W
W ----
I
1 2"
12"
9
W
2—#4 BARS (2'-9" L)
9„
5'-4"
PLAN
PLAN OF PRECAST COVER OR CAST IN PLACE
CATCH BASIN
SCALE: {NONE
A
KEEPER
TRUSS
ROD
FRAME HT
I2" L50MM] — 2" [50MM] TENSION TENSION ROD
i X 4 [102MM] SQ ALUM ROD
12 1 1 1ALUM BOTTOM RAIL UPRIGHT CHAIN LINK FABRIC
— CHAIN LINK FABRIC
\ 4 [102MM] 0 POST GUIDE ROLLER ASS'Y
AS REQUIRED _
GATE ELEVATION — (4) BAYS SHOWN
6' CHAIN LINK FENCE DETAIL WITH GATE
8"
1`6
PART SECTION
8" WALL
10 3/8'
1'-5 114
PART SECTION
OF END ELEVATION
1" PIPE SLEEVE
N
NOT TO SCALE
8" WALL 8� 2'— 4!' 8,1
PLAN
6"
Li
P .• i.
1/4"' C
C
2'-4"
INLET PIPE
M1 C7
12"
1
J
' D o D
V) 0 0 00
I
m d-
It (n U o
I
__iA__ L
3"
12"
ih C
7-#4 BARS (3'-5"L)
SPACED 6"
C. TO C.
L]
/ ,
OUTLET PIPE 6" 3'-8 1 1 2
SECTION
C—C OR D—D
SECTION X-X
6" PRECAST COVER
1/4 " X 8" EXP. JOINT
II
MEN
=1
6"
SECTION Y-Y
z
I
N
// 7� JUNCTION BOX
z
I
N
C6 C5 SCALE: NONE
GENERAL NOTES:
ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS
1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH N.C.D.O.T. STD. 840.66.
_ ALL EXPOSED CORNERS TO BE CHAMFERED 1".
CLASS "B" CONCRETE TO USED THROUGHOUT.
ALL MORTAR JOINTS ARE TO BE 1/2" t 1/8".
ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
THE 6" OPENING SHOWN MAY BE INCREASED TO 8" MAX. IF
DEEMED NECESSARY BY THE ENGINEER.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD
TO BASE SHOWN ON N.C.D.O.T. STANDARD 840.00.
FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN
HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR
THE REMAINING 6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.
3/4" RAD.
3/4" DIA. SMOOTH BAR PART WHERE HANDLE IS LOCATED SHALL
BE COUNTERSUNK 1" AND HANDLE SHALL
co 2 — 3" X 1/4" THICK BE FREE TO MOVE VERTICALLY.
L. ROUND OR SQUARE
CUT WASHER ii I k j
2 — HEX NUT
1" PIPE SLEEVE X 3" LONG.
DETAIL OF HANDLE PART SECTION
THRU COVER SHOWING HANDLE . . . . T
OUTLET ELEVATION
TRUCK ASS'Y
ALUM TRACK
2" [50MM] SQ
ALUM UPRIGHT
ALUM J
TRACK/RAIL
2" [50MM]
SQ ALUM
STIFFENER
— TRUSS ROD
2" [50MM]
SQ ALUM
UPRIGHT
3" [76MM] NON
2" [50MM
X 4 [102MM
ALUM RAIL
SEC A
(2 1/2"=1')
WELDED
JOINT
GENERAL NOTES:
ALL EXPOSED CORNERS TO BE CHAMFERED 1"
CLASS "B" CONCRETE TO BE USED.
MORTAR JOINTS 1 /2" t 1 /8" THICK.
ALL EXPOSED JOINTS SHALL BE CONCAVE
TOOLED.
FORMS ARE TO BE USED FOR THE CON—
STRUCTION OF THE BOTTOM SLAB.
JUMBO BRICK WILL BE PERMITTED. CONCRETE
BRICK OR 4' SOLID CONCRETE BLOCKS MAY BE
USED IN LIEU OF CLAY BRICK.
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL.
OVER 8'-0" IN HEIGHT, USE 12" WALL
TO 6'—C FROM TOP OF WALL, AND 8" WALL
FOR THE REMAINING 6'-0". DIMENSIONS AND
QUANTITIES TO BE ADJUSTED ACCORDINGLY.
ALL JUNCTION BOXES OVER 3'-6' IN DEPTH
SHALL BE PROVIDED WITH STEPS 1'-2" ON
CENTERS. STEPS SHALL BE IN ACCORDANCE
WITH N.C.D.O.T. STD. NO. 840.66.
PART WHERE HANDLE IS
LOCATED SHALL BE
COUNTERSUNK 1" AND
HANDLE SHALL BE FREE
TO MOVE UP AND DOWN.
1" PIPE
1 J SLEEVE
5" LONG
PART SECTION
3/4" RADIUS
3/4" DIA. SMOOTH BAR
2 — 3" X 1 /4" THICK ROUND
OR SQUARE CUT WASHER
2 — HEX NUT
6"
DETAIL OF HANDLE
.. CARpz�.,
......... �9
:Q
15662 '
JUN182012 sF•.........
L
HOBBS, UPCHURCH & ASSOCIATES, P.A.
CONSULTING ENGINEERS
SOUTHERN PINES, NORTH CAROLINA 28387 C�5
DEPT OF NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE NORTH CAROLINA
DES. AMM
DR. FDW LOT 201 RENOVATIONS
CHKAMM SUB DETAIL SHEET
SUBMITTED BY:
DESIGN DIR. PROJECT NO. N62470-96-B-4386
APPROVED: PWO OR OICC DATE SIZE CODE IDENT NO. NAVFAC DRAWING NO.
F 4336962
SATISFACTORY TO DATE CONSTR CONTR NO. N62470-96-B-4386
SCALE: NONE SPEC. 964386 SHEET 5 OF 9

REINF. CONCRETE
ba
A
PLAN - DETENTION POND SPILLWAY
SCALE: 3/4"
CONCRETE FIL
1" CROWN
ELEVATION MARKER POLE
Cr DIA. STANDARD WEIGHT
GALVANIZED PIPE
BOTTOM EL. 17A
2'x2'x4' CONCRETE BASE
NCDOT CLASS A
PAINT SCHEDULE -
MARINE PAINT
1" BLACK STRIPE
CIRCUMVENTING
POLE DELINEATING
ELEVATIONS (TYP.)
3" HIGH BLACK
ELEVATIONS (TYP.)
6" RED STRIPE
FROM EL. 20.5
TO EL. 21.0
2 COATS -
SAFETY YELLOW
2 MARKER POLE
C6 C6 NOT TO SCALE
PREP, SEED AND
MULCH (TYP.)
EXIST. GRADE
EL. 23.0
�3
3'
FOREBAY
AREA
30" CMP RISER -�
FULLY BITUMINOUS
COATED. BETWEEN
ELEV 22.0 & 23.0 -
DRILL 4 ROWS OF
10 1 /2" DIA. HOLES
FILL RISER W/2000 PSI
CONC. FROM FLOOR UP
TO INV. OF 16' RCP-
EL. 23.00
REF. R.C.P.
CONNECTION
DETAIL
\-18" R.C.P.
INV. EL. 21.45
B
w
>
bo I
NEW TRASH RACK
9„
NO. 4 REBAR (TYP.) -\
30" RISER PIPE
4" CAP COURSE
0
GROUT ALL VOIDS, TYP.
D
!;I
6" HOOK
8" TYP.
3 TRASH RACK DETAIL
C6 C6 NOT TO SCALE
3' 6' 75
6 1 NORMAL POOL
1 ELEV. 22.0 3
.0 1r
UNDISTURBED
SUBGRADE
5 DETENTION POND SECTION
,31061 NOT TO SCALE
2000 P.S.I. CONC.
m
#4 BAR
1' X 1' X 1' KEY
CENTER IN SLAB
#4 ® 1'-0", E.W.
1'-4" NOM., TYP.
8'-8" NOM
3"
7'-4" NOM.
-' SECTION B-B
SECTION A -A SCALE: 3/4" = 1'-0"
SCALE: 3/4" = 1'-O" FOOTING NOT SHOWN FOR CLARITY
CEMERGENCY OVERFLOW STRUCTURE
C3 IC6 I NOT TO SCALE
3 6 OPEN CUT & PATCH
C6 TRASH RACK C6 C5 EXISTING RAILROAD
FI _ 74.O , 3' ,
`• - •
-W_. W-110"o-orl
INV. EL. 20.56
36 LF 18" RCP 00.18
-INV. EL. 20.56
7 INV. EL. 20.5
JUNCTION BOX
`- 4'x4'x2' DEEP '%%L
CONCRETE BASE
IMBED RISER
12" INTO BASE
/6RISER BARREL SECTION
- EXIST.
RCP
EL. 24.0
PREP, SEED ANDEL. 23.0
MULCH (TYP.)
, 3' , 6'
FOREBAY
AREA
1
1
UNDISTURBED
SUBGRADE
NORMAL POOL
ELEV. 22.0
FORM AND GROUT,
TYP. SEAL
OUTSIDE JOINT -
CUT BLOCK
AS NECESSARY_
2 MARKER POLE
6 C6
280'
4 l DETENTION POND SECTION
AC61 NOT TO SCALE
1. THE OFFICER ARGE SHALL PERIODICALLY MEASURE SEDIME EPOSITION
USING THE ELEVAT ARKER POLE FOR VERTICAL CONTR MEASUREMENTS
WILL BE SCHEDULED S AT SEDIMENT DOES NOT E ELEVATION 21.0'.
2. WHEN SEDIMENT REACHES ELEVA 20.5', T ONDfWILLBE PUMPED DRY,
SEDIMENTS EXCAVATED AND THE DET REA GRADED TO THE NEAT LINES
OF DESIGN DRAWINGS.
3. THE OUTLET SYSTEM SHAL MAINTAINED FREE NG AND CLEAR OF DEBRIS
AT ALL TIMES. UPON ATER, ALL DEBRIS SHALL BE OVED FROM THE POND
AND OUTLET.
4. ALL FUT DEVELOPMENT SHALL BE CONSISTENT WITH THESE DESIG ECIFICATI(
AND MODIFICATIONS TO THESE STORMWATER MANAGEMENT PLANS MU
ROVED BY THE STATE OF NORTH CAROLINA.
6'x6' MASONRY
EMERGENCY OVERFLOW
C6 STRUCTURE
L,3,1 INV. EL.
6' 6 1r� 3-- -
EL. 23.0 1t -11
EL. 21.45
EL. 17.0 INV EL. 21.30
INV. EL. 21.20
FILL RISER W 2000 PSI CONC FROM
FLOOR UP T INV. OF 18" RCP $
CATCH BASIN
C6 C5
7 EMERGENCY OVERFLOW STRUCTURE SECTION
kCAC61 NOT TO SCALE
t
3'
EMERGENCY OVERFLOW STRUCTURE GENERAL NOTES
DESIGN SPECIFICATIONS:
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-92/ASCE
5-92/TMS 402-92, MASONRY STANDARDS JOINT COMMITTEE (AMERICAN CONCRETE
INSTITUTE, AMERICAN SOCIETY OF CIVIL ENGINEERS, AND THE MASONRY SOCIETY.
AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 1992 AND CURRENT
INTERIM SPECIFICATIONS.
FOUNDATIONS:
FOUNDATIONS SHALL BE PLACED A MINIMUM OF ONE FOOT INTO VIRGIN SOIL OR
COMPACTED FILL, OR AS DIRECTED BY THE ENGINEER. FOOTINGS ARE DESIGNED
FOR A SOIL BEARING PRESSURE OF 2000 POUNDS PER SQUARE FOOT.
BACKFILL:
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO BRACE WALLS WHEN
BACKFILLING. CARE SHALL BE TAKEN DURING PLACEMENT OF BACKFILL ADJACENT TO
THE WALL SO AS NOT TO OVERLOAD THE WALL DUE TO HEAVY EQUIPMENT. ONLY
LIGHTWEIGHT COMPACTION EQUIPMENT (NOT EXCEEDING 3000 POUNDS) SHALL BE
PERMITTED WITHIN THE CRITICAL ZONE DEFINED AS BEGINNING AT THE BASE OF THE
WALL AND WIDENING UPWARD FROM THE BASE AT A 1:1 SLOPE. ALL PRECAUTIONS
SHALL BE TAKEN TO PROVIDE ADEQUATE DRAINAGE PRIOR TO AND AFTER
CONSTRUCTION.
COMPACTION:
FILL MATERIALS SHALL BE PLACED IN 8 INCH LOOSE LIFTS AND COMPACTED TO AT
LEAST 95% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY PER ASTM D-698.
DESIGN LOADS (ASSUMPTIVE):
FLUID PRESSURE = 63 PCF SURCHARGE = NONE COEFFICIENT OF FRICTION = 0.46
STRUCTURAL CONCRETE:
DESIGN COMPRESSIVE STRESS AT 28 DAYS SHALL BE 3,000 PSI USING NORMAL WEIGHT
AGGREGATE. PROVIDE 6% t 1 1 /2% ENTRAINED AIR.
CONCRETE MASONRY UNITS:
PROVIDE A MINIMUM f'm OF 2000 PSI. GROUT ALL UNITS SOLID WITH 2O00 PSI
GROUT CONFORMING TO ASTM C 476. USE TYPE M MORTAR ON ENTIRE PROJECT.
REINFORCING:
REINFORCING STEEL SHALL BE GRADE 60. WIRE TRUSS BARS FOR MASONRY
SHALL BE HOT DIPPED GALVANIZED (1.50 OZ. PER SQUARE FOOT), CONFORMING TO
ASTM A 82 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI.
VERIFY ALL DIMENSIONS AND CONDITIONS RELATING TO EXISTING STRUCTURES AND
COORDINATE WORK BETWEEN TRADES.
JUN 18 2012
C, 3106/ NOT TO SCALE

n
1
Eve Tos e
MARINE CORPS
AIR STATION
RACE COURSE AREA
FM rove
RIFLE
0 REVISIONS
SYM
CEM.
i
a
,r rc
g I
KNOX TARAWA TERRACE MIDWAY
Tr. PARK II I
a PARK 2 RoarOad
MONTFOR Northeast CrQek US o, erA P
0
P❑IN,; HOSPITAL
C, CONSTRUCT DLA SITE, LOT 201
N.C.
Nun£ord w i R>,
Pt, Paradise e9 Fvs rosrJe
P2. ST7 \ m�°veeo /
Store Boy
2
Holmes
pt.
RHODES \
� AREA
RAG K2 �!
\/ t.
n.
OAF
r
WATKINS
q� VILLAGE
T�
AMPHIBIAN
OPEN
STORAGE
AREA
FRENCH
CREEK
AREA
Fre
Traps
Boy
O
150
LANDFILL
COMBAT
TOWN
82B
11,111k0iN11111M91l
P
P \J
TRIANGLE
OUTPOST
H—
O
Z
Ile
(� Os
�cnad.I�N
BQ'
oy
p 6000 0 6000 12000
SCALE OF FEET
LOCATION MAP - U. S. MARINE CORPS BASE
CAMP LEJEUNE, NC
Olive
Hill
Burgaw
Tuscarora
Trenton OAK C
—7--q • I
'ollocksviile
H,
Maysville
Ridge
Words Corn
�e Ci
l
nmpstead �
Scot Hill
P
v
Acne
Delco Wilmington
,, 7
6 Leland I
s'� Bolton \` Q
VICINITY MAP - CAMP LEJEUNE, N.C.
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
CIVIL LEGEND
EXISTING
DESCRIPTION
NEW
QD
STORM DRAIN MANHOLE
❑
�S
SANITARY SEWER MANHOLE
❑ TIDED
TELEPHONE/COMMUNICATIONS PEDESTAL
a
UTILITY POLE
LIGHT POLE
AREA LIGHTS
GUY WIRE
THRUST BLOCK
D4
WATER VALVE
FIRE HYDRANT
MW e
GROUNDWATER MONITORING WELL
o CO
SANITARY SEWER CLEANOUT
0
SURVEY CONTROL POINT
0
DITCH/SWALE
-
- —D— —
STORM SEWER
D
—W— —
DOMESTIC WATER
— S— —
GRAVITY SEWER
— —FM— —
SEWER FORCE MAIN
— —UGC— —
UNDERGROUND COMMUNICATIONS
— — OHE — —
OVERHEAD ELECTRIC
— — UGE — —
UNDERGROUND ELECTRIC
UGE
s - -
TOPOGRAPHIC CONTOUR
5
x U.00
SPOT ELEVATION
+ 5.00
SILT FENCE
SILT
ASPHALT PAVEMENT
CONCRETE
C
GRAVEL
TREE LINE
TREE
SIGN
0 °
FENCE
- -
SOURCE/DESTINATION UNKNOWN
SOIL BORING
DEMOLITION ITEMS
X X
CLEARING LIMITS
-CL
ABBREVIATIONS
CL, C/L CENTER LINE
CMP CORRUGATED METAL PIPE
DIA DIAMETER
DI DROP INLET
ELEV ELEVATION
E.W. EACH WAY
ETC. ET CETERA
H.P. HIGH POINT
INV INVERT
LBS POUNDS
LF LINEAR FEET
MAX MAXIMUM
MIN MINIMUM
NCDOT NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
O.C. ON CENTER
0. D. OUTSIDE DIAMETER
RCP REINFORCED CONCRETE PIPE
SF SQUARE FEET
SPT SALT PRESSURE TREATED
T.C. TOP OF CURB
TYP TYPICAL
WWF WELDED WIRE FABRIC
& AND
± PLUS OR MINUS
% PERCENT
MARINE CORPS BASE CAMP LEJEUNE
CONTRACT NO, N40085=13=Bm0137
INDEX OF DRAWINGS
NAVFAC NO. SHEET NO. TITLE
---- CS COVER SHEET
---- C-1 SITE PLAN -EXISTING CONDITIONS
---- C-2 SITE LAYOUT AND GRADING PLAN
---- C-3 DETAILS
---- C-4 OIL/WATER SEPARATOR DETAILS
---- C-5 DETAILS
600 0 300 600 1200
GRAPHIC SCALE: 1" = 600E
DATE (APPROVED
"BY._-- -
CS
AVOLIS ENGINEERING, P.A.
X 15564
NEWB RN, NC
NEW BERN, NC 28561
PH.[phone], FAX [phone]
DEPARTMENTOFTHENAVY NAVAL FACILRIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. J. K. AVOLIS, P.E.
CONSTRUCT DLA SITE,
LOT 201
MARINE CORPS BASE CAMP LEJEUNE
COVER SHEET
DR. MSP I WFF
.
CA A�.,,�
�pF SS/0,�; �%
15733 0
�INEva;;C:)
i� pIKnAII��p,
J D��I � �
AE PRO ECT t 3057
J.C. P.E.
BY:
SUBMITTED BY:
SUB
DESIGN DIR. BRIAN R. MARSHBURN, P.E.
APPROVED: PWO OR OICC DATE
SIZE
CODE (DENT. NO
80091
NAVFAC DRAWING NO.
SATISFACTORY T0: DATE
CONSTR. CONTR. NO. N40085 13$0137
SCALE: NOTED
SPEC. 05-13-0137
SHEET 1 OF 6

GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE
NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL DISTURBED GRASSED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN, SEE DETAIL E, SHEET -3.
4. GRADE EVENLY BETWEEN SPOT ELEVATIONS AND FINISH CONTOURS SHOWN.
DEMOLITION WORK ITEMS:
O EXISTING TEMPORARY TRAILER TO BE REMOVED BY GOVERNMENT.
O
O
O
O
SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE
NCDENR'S LAND QUALITY SECTION
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. ERECT SILT FENCING.
5. CLEAR AND GRUB SITE.
6. EXCAVATE STORMWATER RETENTION POND AND STABILIZE.
7. CONSTRUCT PROJECT SWALES TO DISCHARGE TO STORMWATER RETENTION POND.
8. INSTALL CHECK DAMS.
9. ROUGH GRADE SITE.
10. INSTALL GRAVEL SURFACING.
11. FINISH GRADE AND VEGETATE SITE.
12. STABILIZE WITH SEED AND MULCH ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES.
13. REMOVE ANY ACCUMULATED SEDIMENT FROM STORMWATER RETENTION POND.
14. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY
BE REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER, THE NCDENR'S
LAND QUALITY SECTION OR THE CONTRACTING OFFICER.
15. REMOVE GRAVEL CONTROL ENTRANCE, SILT FENCING AND STONE CHECK DAMS AT
COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
MAINTENANCE PLAN
1. REMOVE SEDIMENT FROM BEHIND SILT FENCING AND CHECK DAMS
WHEN IT ACCUMULATES TO SIX INCHES.
2. ALL AREAS SHALL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
4. STORMWATER RETENTION POND SHALL BE USED AS A TEMPORARY SEDIMENT TRAP.
UPON COMPLETION OF CONSTRUCTION, ALL SEDIMENT SHALL BE REMOVED
FROM THE STORMWATER RETENTION POND TO RESTORE IT TO THE DESIGN DEPTHS.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THA- CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE GROUND COVER. GROUND STABILIZATION AND
SEEDING SHALL BE PROVIDED WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS
FROM THE COMPLETIOV OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
THE PROJECT NPDES CONSTRUCTION PERMIT REQUIRES THAT EROSION CONTROL DEVICES AND STORM WATER OUTFALLS
BE INSPECTED WEEKLY AND WITHIN 24 HOURS OF A 1/2-INCH RAIN EVENT. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED,
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS RECEIVING SEEDING. TO FACILITATE RAINFALL MONITORING, A RAIN
GAUGE IS REQUIRED TO BE ONSITE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED, INSPECTION RECORDS ARE
TO BE FORWARDED TO THE CONTRACTING OFFICER AND ALL TEMPORARY EROSION CONTROL MEASURES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES
MUST BE APPROVED BY THE STATE PRIOR. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PLAN, LETTER OF APPROVAL AND NPDES CONSTRUCTION PERMIT MUST BE MAINTAINED BY THE CONTRACTOR
AT THE PROJECT SITE.
NOTE:
ALL FILL MATERIAL NEEDED TO CONSTRUCT THIS PROJECT
SHALL BE OBTAINED FROM THE FRENCH CREEK BORROW PIT
OR FROM A PROPERLY PERMITTED COMMERCIAL BORROW
PIT AT THE CONTRACTOR'S OWN EXPENSE.
NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN
THE PROJECT LIMITS OF DISTURBANCE.
30
0 15
30
60
rRAPHIr CrAi F•
t"
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
STORMWATER NOTE:
IMPERVIOUS AREA INCREASE ASSOCIATED
WITH NEW ASPHALT SURFACE = 10,316 SF
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

GENERAL CONSTRUCTION NOTES:
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION
THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE
NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION.
2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
3. ALL DISTURBED GRASSED AREAS SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION
PLAN, SEE DETAIL E. SHEET =
4. GRADE EVENLY BETWEEN SPOT ELEVATIONS AND FINISH CONTOURS SHOWN.
NEW WORK ITEMS:
tO NEW CONCRETE APRON, SEE DETAIL A, SHEET C-3.
20 NEW GRAVEL SURFACING, SEE DETAIL B, SHEET C-3.
30 RECONSTRUCT MONITORING WELL COVER TO BE FLUSH WITH NEW SURFACE, SEE DETAIL C, SHEET C-3.
9OINSTALL GRAVEL CONTROL ENTRANCE, SEE DETAIL A, SHEET C-5.
10 INSTALL SILT FENCING, SEE DETAIL B, SHEET C-5.
11 INSTALL CHECK DAM, SEE DETAIL C, SHEET C-5.
SEQUENCE OF OPERATION:
1. OBTAIN APPROVED EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE
NCDENR'S LAND QUALITY SECTION
2. REVIEW EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AT PRECONSTRUCTION
CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. ERECT SILT FENCING.
5. INSTALL CHECK DAM.
6. ROUGH GRADE SITE.
7. INSTALL GRAVEL SURFACING.
8. CONSTRUCT CONCRETE APRON AND OTHER SITE IMPROVEMENTS.
9. STABILIZE WITH SEED AND MULCH ALL AREAS NOT TO BE FURTHER DISTURBED BY
CONSTRUCTION ACTIVITIES.
10. ADDITIONAL MISCELLANEOUS EROSION AND SEDIMENTATION CONTROL MEASURES MAY
BE REQUIRED WHEN DEEMED NECESSARY BY THE PROJECT ENGINEER, THE NCDENR'S
LAND QUALITY SECTION OR THE CONTRACTING OFFICER.
11. REMOVE GRAVEL CONTROL ENTRANCE, SILT FENCING AND STONE CHECK DAMS AT
COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF FINAL VEGETATION.
MAINTENANCE PLAN
1. REMOVE SEDIMENT FROM BEHIND SILT FENCING AND CHECK DAMS
WHEN IT ACCUMULATES TO SIX INCHES.
2. ALL AREAS SHALL BE FERTILIZED, SEEDED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER
TO ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT ASPHALT ROAD SHALL BE
REMOVED ON A DAILY BASIS.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE GROUND COVER. GROUND STABILIZATION AND
SEEDING SHALL BE PROVIDED WITHIN 7 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
STORMWATER NOTE:
IMPERVIOUS AREA INCREASE ASSOCIATED
WITH NEW CONCRETE SURFACE = NONE
NOTE:
ALL FILL MATERIAL NEEDED TO CONSTRUCT THIS PROJECT
SHALL BE OBTAINED FROM THE FRENCH CREEK BORROW PIT
OR FROM A PROPERLY PERMITTED COMMERCIAL BORROW
PIT AT THE CONTRACTOR'S OWN EXPENSE.
NOTE:
SECTION 404 WETLANDS ARE NOT LOCATED WITHIN
THE PROJECT LIMITS OF DISTURBANCE.
30 0 15 30 60
MAPNIr CrAI P 7"
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

REVISIONS
SYM DATE (APPROVED
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CJ = CONTRACTION JOINT, SEE DETAIL F, SHEET C-3
EJ = EXPANSION JOINT, SEE DETAIL F, SHEET C-3
A PLAN VIEW —CONCRETE APRON
C-2 C-3 SCALE 1"=20'
#5 @ 12" O.C. EACH WAY
t.
21
1
NEW ABC STONE BASE
THICKNESS VARIES
B SECTION @ EDGE
C2
C-3 SCALE 1"=1'
3/4" CHAMFER EACH SIDE
TOP OF SLAB ELEVATION (T.S.)= SEE PLAN
(2) #5 CONTINUOUS 6° 3/4" CHAMFER EACH SIDE
TOP OF CURB ELEVATION (T.C.)= SEE PLAN
#5 @ 12" O.C. N
w
#5 @ 12" O.C. EACH SAY > TOP OF SLAB ELEVATION (T.S.)= SEE PLAN
D °
2L •
11
NEW ABC STONE BASE --
THICKNESS VARIES
C SECTION @ EDGE
C-3 C-3 SCALE 1"=1'
2'
7'
WEL
2"
NEW Aug JIVINL unI l-
THICKNESS VARIES
p SECTION @ EDGE
C-3 C-3 SCALE 1"=1'
TOP OF ROLL CURB ELEVATION =SEE PLAN I#5 @ 12
°
D
2
1
NEW ABC STONE BASE
THICKNESS VARIES
E SECTION @ ROLL CURB
C-3 C-3 SCALE 1"=1'
31 /8" I 1 /4"
SAW CUT TOP OF SLAB
PETROLEUM RESISlA4T a
JOINT SEALANT
N
CENTERLINE SWALE
3/8"—T-
2-
�1/2" DIAMETER BACKER ROD
SAW CUT
TYPICAL CONTRACTION JOINT (CJ)
F SLAB —ON —GRADE JOINTS
C-3 C-3 NOT TO SCALE
TOP OF SLOPE
4'
3/8"
PETROLEUM RESISTANT —
JOINT SEALANT
#3 x 181 @ PIPE
#5 @ 1 " CONTINUOUS
#5 @ 12" O.C. EACH WAY
° cD
R
TOP OF SLAB
PREFORMED JOINT FILLER
1/2" SMOOTH DOWEL X 2'-6" LONG @ 2' O.C.
WRAP OR GREASE ONE END
TYPICAL EXPANSION JOINT (EJ)
G GRAVEL SURFACING
C-2 C-3 NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
OCT 2 9 2013 C=3
AVOLIS ENGINEERING, P.A. DEPARTMENT OFTHE NAVY NAVAL FACILITIES ENGINEERING COMMAND
P.O. BOX
NEW BERN, MARINE CORPS BASE
NNC 28561 C
PH.[phone], FAX [phone] CAMP LEJEUNE, NORTH CAROLINA
DES. J. K. AVOLIS, P.E.
DR. MSPIWFF CONSTRUCT DLA SITE,
v CHK. J. C. AVOLIS, P.E. LOT 201
MARINE CORPS BASE CAMP LEJEUNE
SUBMITTED BY:
DESIGN DIR. BRIAN R. MARSHBURN, P.E. DETAILS
5i
APPROVED: PWO OR OICC DATE SIZE CODE (DENT. NO NAVFAC DRAWING N0.
00091
SATISFACTORY TO: DATE I CONSTR. CONTR. NO. N40085-13-B-0137
AE PROJECT # 13057 SCALE: NOTED SPEC. 05-13-0137 SHEET 4 OF 6
f
1 .. .. .. .. .., .li ..

I I
0u0 0000
00000
0000
00000
0 0000000
00000 1
0000o -
_0-0-0-0
EDGE OF EXISTING —
ROADWAY PAVEMENT
6" LAYER OF COARSE AGGREGATE (2"-3")
OVER 12" LAYER OF STONE BASE COURSE
MAINTENANCE
1. MAINTAIN ENTRANCE CONDITION.
THIS MAY REQUIRE
REPLACEMENT OF STONE.
0
C GRAVEL CONTROL ENTRANCE
C-2 C-6 NOT TO SCALE
SELF -ANCHORING
METAL POST ® 6' O.C. MAX
12 GAUGE 6"x6" WIRE MESH
FILTER FABRIC
TEMPORARY VEGETATIVE SEEDING
(PRIOR TO ESTABLISHING PERMANENT VEGETATION
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
SUPPLEMENTAL SEED
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY 75%
COVERAGE OF THE SEEDED AREA, THE STRAW AND SOWN SEED WILL BE LIGHTLY DISCED
INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER THE ENTIRE
DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL WET DOWN THE AREAS TO
ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF EXCESSIVELY DRY
WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE
STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95%
COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
PERMANENT VEGETATION
ALL DISTURBED AREAS NOT COVERED WITH BUILDINGS, PAVEMENTS, OR OTHER
IMPERMEABLE SURFACES SHALL BE SODDED WITH CENTIPEDE SOD AS THE FINAL/
PERMANENT VEGETATION.
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION
OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY
OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION.
r8" BURY
+ � FLOW
G VEGETATION PLAN
NOT TO SCALE
MAINTENANCE
1. INSPECT STRUCTURES WEEKLY AND AFTER AT
LEAST A 1 /2" OR GREATER RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT FENCE
PRIOR TO IT REACHING A MAXIMUM DEPTH OF
SIX (6) INCHES.
D SILT FENCE
C-2 c-s NOT TO SCALE
12° THICK NCDOT #57 WASHED
STONE ON UPSTREAM SIDE
O0O
n- O
CLASS A NON -WOVEN
GEOTEXTILE FABRIC
12" THICK NCDOT #57
STONE ON UPSTREAM SIDE
3
FILTER CLOTH
1.5' CLASS B
//,-RIPRAP
MAINTENANCE
1. CONSTRUCT CHECK DAM OF RIP RAP STONE PLACED
IN ACCORDANCE WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM SHALL BE
REMOVED PRIOR TO THE LEVEL REACHING WITHIN 6"
OF THE CENTERLINE CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE DOWNSTREAM END,
IT SHALL BE REPAIRED IMMEDIATELY.
F CHECK DAM
C-2 C-6 NOT TO SCALE
DISCLOSURE OF INFORMATION
THE CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION
ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT),
PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS
1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR
2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE
MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS
REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF
RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER
THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE
THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

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