SW8100406_APPROVED PLANS_20120404

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

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NOTES:
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\\BASIN
TOP: 32.07'
INVZ 2,9./
I W W V W W
W W W W 98 W
NEW W 7 3-------
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W r
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WW / �......... ........,
EDGE O T N,
pmL
-NEW 8'x8"x "TEE --
AND 6" GATE VALVE
1. TREES SHOWN ARE EXISTING TREES TO REMAIN.
3. CENTER EACH DIRECTION GAS PUMPS, CANOPY, BOLLARDS,
ETC. ON CENTERLINE OF CONCRETE FUEL DISPENSING PAD
PER FUEL VENDOR SHOP DRAWINGS.
4. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL
TANK AREA WITH FUEL EQUIPMENT VENDOR.
5. ALL CURBS ARE 6" UNLESS NOTED OTHERWISE. SEE SHEET
C-501 FOR DETAILS.
6. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND
DESCRIPTIONS, SEE POINT TABLE ON SHEETC-503.
1 2 3
SIG
W/ •1� W \
W W W W W
((����
W W W W
ru W W W W
W J1� W
.............
E ARCH DWGS—y
PARKING FOR
LOW EMISSION
VEHICLES ONLY
MARINE MART
FFE 40.0
:VICE SINK - CROSS SIDEWALK
SEE DETAIL DRAIN TYP AT DS -
to/ 9s SEE ARCH DWGS -
MARQUEE SIGN POINT TABLE
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
700
36.00
308994.50
2493638.06
SIGN
701
36.00
308993.27
2493639.18
SIGN
702
36.00
309001.91
2493646.19
SIGN
703
36.00
309000.69
2493647.31
SIGN
77P
WATER/FIRE LINE
TAPS AND VALVES
4
5
6
I
7
W W W
W W W W
W W W
W W
EDGE
Ir
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SENSOR
N
20' 10, 0 20'
SCALE: 1" = 20'
201
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W W W W W
W W W
W W W W W
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W W W
W W W W
200
40.44
W W W W W W W W W
W 99
100 W
W BY:__. _
NOTE: 'THIS
SEAL APPLIES Integrated Design -Build Services
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DATE: 12101111 plc BALLWIN (ST. LOUIS). MISSOL" 63011. USA
NAME: TIMOTHY D. CAVENY D a7 PHONE: [phone] FAX: [phone]
DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE WMBER F-0571
LICENSE NO: 36712
8FE1PROJECT NO. BOfi
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REVISED PER REVIEW COMMENTS
ISSUED FOR CONSTRUCTION
REVISION DESCRIPTION
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CAMP LEJEUNE, NORTH CAROLINA
CIVIL
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NOTES:
1. TREES SHOWN ARE EXISTING TREES TO REMAIN.
2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL
TANK AREA WITH FUEL EQUIPMENT VENDOR.
3. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND
DESCRIPTIONS, SEE POINT TABLE ON SHEET C-503.
4. NO WETLANDS EXIST WITHIN THE PERMIT AREA.
5. SITE IS LOCATED IN WHITE OAK RIVER BASIN.
7
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PROJECT.' 15933 CLAYTON RD., SUITE305 CHECKED JJB CAMP LEJEUNE, NORTH CAROLINA
DATE: 04-27.12 BIS BALLWIN (ST. LOUIS). MISSDURI 63011. USA APPROVED LS
NAME: JAMES R. MIN PHONE: [phone] FAX:6W 3914497
NORTH CAROLINA LICENSE NUMBER F-0571 MACS REVIEW ' CIVIL
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LICENSE NO: QNN BOS.TR2.1B BFEI PROJECT T.O. NO. R�en+ GRADING PLAN SHEET 4OF 9
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NOTES:
1. TREES SHOWN ARE EXISTING TREES TO REMAIN.
2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL
TANK AREA WITH FUEL EQUIPMENT VENDOR.
3. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND
DESCRIPTIONS, SEE POINT TABLE ON SHEET C-503.
4. NO WETLANDS EXIST WITHIN THE PERMIT AREA.
5. SITE IS LOCATED IN WHITE OAK RIVER BASIN.
1 2 3 4 5 6
_ I
116
7
A
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NOTE: THIS SEAL APPLIES Integrated Design -Build Services
ONLY TO TH
DOCUMENT.IS .````�N CA '+.
DISCLAIM ANY :` P
RESPONSIBILITY O •'FESBIp ••.,?/'., M
FOR ALL OTHER �: • �'.9 '
DOCUMENTS OR :Q � � Centennial
INSTRUMENTS - S L C°ntl'x Fwwww, Im•
OR
INT ED TO BE = 7 „w - MAR INECO Ommunlly
INT = � .
US FOR ANY Z J, a •,, ervICBS
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OFT OPARTS GIN��,Q. J�a;
PROJECT v+,y p _ cP1.��� 2��� BIS FRUCON ENGINEERING INC
PROJECT i „��2I 1 15933 CLAYTON RD., SUITE 315
DATE: 12101/11 IC BALLWIN (ST. LOUIS)• MISSOURI 63011. USA
NAME: TPHONE: 6363914WD FAX: E363914497
DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE NUMBER F-0571
LICENSE NO: VZI
BFEI PROJECT NO. BOS
8 9 10
C
12/01/
B
6/21 /
A
6/08/
NO.
DATE
ESIGNED
mm
RAWN
mm
HECKED
JJs
PPROVED
Ls
IACS REVIEW '
ON. NO.
NAFBAI
.O. NO.
NAFBAI-0&F-0
REVISED TRANSITION AREA
REVISED PER COMMENTS
ISSUED FOR 100% REVIEW
REVISION DESCRIPTION
USMC MCCS
MARINE MART CONVENIENCE STORE
CAMP LEJEUNE, NORTH CAROLINA
CIVIL
DRAINAGE PLAN
11
12
C
Ir
F
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JMM
MKR
MKR
BY
iRAWING NO. H
C-105
SHEET OF

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2" ASPHALT SURFACE
PRIME COAT
6" COMPACTED CRUSHED
STONE BASE COURSE
PREPARED
SUBGRADE
ASPHALT PAVEMENT SECTION
VEHICLE PARKING AREAS
NOT TO SCALE
3" ASPHALT SURFACE
PRIME COAT
8" COMPACTED CRUSHED
STONE BASE COURSE
SUBGRADE
ASPHALT PAVEMENT SECTION
DRIVEWAY AND LOADING AREAS
NOT TO SCALE
POINT TABLE
NO.
ELEVATION
NORTHING
EASTING
LABEL
1
40.00
308866.41
2493742.31
FFE
FPOINT
2
35.00
308773.92
2493617.92
WTR
3
39.20
308892.47
2493747.16
BC
4
39.85
308877.69
2493728.13
TC/BC
5
39.25
308899.77
2493707.82
PVMT
6
39.55
3088W.61
2493712.40
TC/BC
7
39.70
308879.15
2493720.27
TC/BC
8°
39.50
308894.93
2493733.88
BC
9
38.80
308886.27
2493681.92
BC
10
39.35
304878.06
2493698.69
BC
11
39.70
300872.26
2493710.85
CONC
12
39.00
303810.71
2493686.20
BC
13
39.35
303794.47
2493752.19
TC/BC
14
37.90
30773.35
2493821.10
CONC
15
37.90
30765.60
2493865.42
EDP
16
39.05
30776.32
2493677.78
EDP
17
39.35
36800.12
2493721.58
TC/BC
18
38.10
36785.77
2493622.88
EOP
19
36.90
36843.67
2493641.55
EOP
20
37.90
38786.98
2493619.07
EDP
21
35.00
39817.52
2493654.41
EDP
22
34.30
39855.27
2493557.74
EOP
23
37.00
33831.78
2493596.92
EDP
24
37,60
33891.41
2493657.31
EOP
25
37.50
31955V
2493659.81
EOP
39.7 TC
D1=22x34
r 1 1 2
CRUSHED STGLv- urw,�
COURSE
OF PAVEMENT
PROPOSED GRADE
SEE PLAN DRAWING
- - - - - - - - - - - - - - - - - - - - - - - -
y CLEAN
y 3 SAND
W
EPARED SUBGRADE
EDGE OF ASPHALT PAVEMENT
NOT TO SCALE
1/4"
3"
3" MIN
MIN
e
SHWT 31.80
INSERT AND SEAL WITH
BACKER ROD AND
JOINT SEALER -7
MAXIMUM WATER LEVEL
- - - ELEV: 36.80
-- �-----
Est
MIRAFI G-100N
FILTER FABRIC
il
o
BASIN A - RIPRAP
BASIN B - #57 STONE
PER ASTM C-33
FOREBAY AREA
ARIES - SEE PLAN
BASIN A - SOD
- -BASIN B - RIPRAP
- - - - - - - - - - - - - - - - -
3
2 1/4" NOTES:
1. FILL MATERIAL MAY NOT BE PLACED IN THE INFILTRATION BASIN EXCEPT AS NECESSARY FOR CREATION OF THE
EXTERIOR BERM.
2. SOD SHALL BE CENTIPEDE GRASS.
,�- 4" COMPACTED 3. SOD SHALL NOT BE GROWN IN SOIL WITH AN IMPERMEABLE (CLAY) LAYER. IT MUST BE VERIFIED AT
CRUSHED STONE CONSTRUCTION THAT NO IMPERMEABLE LAYER EXIST.
BASE COURSE INFILTRATION BASIN CROSS SECTION
3/4"0x1'-4" SMOOTH
DOWEL BAR; ONE PREPARED APPLICABLE TO AREAS A & B
SIDE LUBRICATED SUBGRADE
v
NOT TO SCALE
6" x 6" W2.9xW2.9 WWF
CONTRACTION JOINT CONTROL JOINT
NOTE:
1. CONTRACTION JOINTS IN PAVEMENT SHALL BE SPACED 20' APART, AND
WHERE SHOWN ON PLAN. CONTROL JOINTS SHALL BE SPACED 6'-0" MAX.
2. CONCRETE PAVEMENT MATERIAL AND INSTALLATION SHALL MEET THE
REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATION SECTION 710.
CONCRETE PAVEMENT SECTION AND JOINTS
NOT TO SCALE
POINT TABLE
POINT TABLE
POINT TABLE
POINT NO,
ELEVATION
NORTHING
EASTING
LABEL
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
26
37.50
308988.90
2493698.93
EOP
51
37.20
308795.95
2493866.56
EDP
76
38.30
308884.47
2493838.65
CONC
27
39.40
308974.18
2493778.18
EOP
52
37.00
308789.01
2493883.19
EDP
77
33.75
308874.04
2493554A6
EDP
28
39.10
308921.96
2493752.64
CONC
53
38.50
308882.67
2493922.43
EDP
78
33.45
308806.61
2493522.40
EDP
29
39.10
308953.42
2493758.48
CONC
54
38.50
308889.63
2493905.83
EDP
79
37.15
308863.48
2493652.82
EDP
30
38.00
308964.76
2493697.46
CONC
55
39.30
308906.61
2493913.09
EOP
80
37.60
308970.17
2493863.47
EDP
31
38.00
308932.77
2493691.53
CONC
56
38.90
308931.32
2493890.76
EDP
81
39.80
308927.93
2493965.34
EDP
32
38.80
308913.57
2493797.80
CONC
57
39.50
308926.61
2493931.60
EDP
82
39.17
306901.16
2493752.59
PVMT
33
38.80
308945.04
2493803.64
CONC
58
38.80
308944.79
2493889.22
EDP
83
38.90
308890.90
2493782.64
PVMT
34
39.15
308969.70
2493802.25
EDP
59
39.30
308832.46
2493806.49
CONC
84
38.60
308779.00
2493786.50
MH
35
38.90
308958.48
2493823.41
EDP
60
39.30
308803.68
2493801.15
CONC
85
36.20
308832.89
2493581.86
MH
36
38.50
308924.59
2493856.87
EDP
61
39.25
308950.63
2493773.50
CONC
86
35.50
308949.31
2493878.90
FL
37
39.05
308890.00
2493760.44
BC
62
39.25
306919.17
2493767.66
CONC
87
36.10
308921.56
2493943.70
FL
38
39.30
308871.85
2493759.61
BC
63
39.40
308882.08
2493704.54
BC
88
34.30
308911.02
2493587.88
GS
39
38.95
308864.37
2493796.60
BC
64
36.75
308719.39
2493972.40
FLTR STRIP
89
34.30
308858.64
2493560.20
GS
40
39.70
308859.11
2493781.64
BLDG
65
36.75
308750.69
2493684.83
FLTR STRIP
90
36.80
308835.12
2493604.70
LEVEL SPRDR
41
39.90
308837.81
2493777.68
BLDG
66
38.10
306751.67
2493817.39
BC
91
36.80
308887.50
2493632.38
LEVEL SPRDR
42
39.30
308835.16
2493791.94
BC
67
39.60
308814.69
2493692.02
BLDG COR
92
35.95
306804.45
2493722.89
BC
43
38.65
308825.25
2493834.32
ASPH
68
39.85
308873.72
2493702.99
BLDG CDR
93
39.95
308803.45
2493728.30
SW
44
38.65
308789.53
2493827.69
ASPH
69
35.50
308742.86
2493760.36
TAP
94
39.95
308799.95
2493747.11
1 SW
45
39.00
308842.28
2493808.38
CONC
70
35.80
308845.94
2493914.26
OUTLET
95
39.45
308798.37
2493752.92
BC
46
39.10
308794.76
2493799.56
CONC
71
38.50
308881.06
2493811.44
CO
96
36.25
309008.58
2493703.72
SIGN
47
39.30
308797.80
2493783.18
BLDG COR
72
39.00
308911.42
2493722.53
CO
97
34.25
309018.91
2493705.21
SIGN
48
39.50
1 308766.40
2493733.33
EDP
73
38.65
308926.38
2493814.92
CONC
98
36.50
308735.04
2493928.61
GS
49
38.00
3087143.92
2493861.72
BC/EOP
74
38.65
308896.09
2493804.58
CONC
99
36.40
308727.02
2493890.99
GS
50
37.90
308767.70
2493853.61
EDP
75
38.30
308914.75
2493848.99
CONC
100
36.20
308732.67
2493843.25
GS
3
4
FL OF PROPOSED SWALE
ELEV. VARIES - SEE
GRADING DRAWING -�
W
i
i
FILTER STRIP
#57 STONE PER
ASTM C-33
W N�
BASIN A - GRAVEL
BASIN B - RIPRAP
EDGE OF PAVEMENT
(SEE DETAIL THIS SHEET)
MIRAFI G-100N FILTER FABRIC-'
SOD- 4 - #5 EQ. SPACED
#5 @1'-6" VERTICAL
CONCRETE LEVEL SPREADER
ELEV. 36.80 - SEE PLAN
DRAWINGS FOR LENGTH
NOTES:
1. PROVIDE EXPANSION JOINTS IN LEVEL SPREADER AT 20' MAX SPACING.
LEVEL SPREADER AND FILTER STRIP SECTION
APPLICABLE TO AREAS A & B
NOT TO SCALE
POINT TABLE
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
101
37.95
308754.34
2493863.76
CONC
102
37.50
308768.23
2493880.30
GS
NOTE: TH19
SEAL APPLIES
THIS\
DDOCUMENT. I
CARpI
DISCLAIM ANY
\�`�\fit\.
ram$ S
RESPONSIBILITY
OF J/ / y
FOR ALL OTHER
DOCUMENTS OR
o, SEAL -_
INSTRUMENTS
_
03$$$3 -'
RELATING TO OR
NDED TE
USED FOR ANY
PART OR PARTS
i4•*ES \"�•
OF THIS
/R .
/l/11111{\\\
OR
ANY OTHER
PROJECT.'
DATE: 04-27.12
NAME; JAMES R KLEIN
DISCIPLINE: CML
LICENSE NO: 038863
5 1 6 ♦ 1 7 8
Integrated Design -Build Services
Centennial NgAiiiiiiiii
s
94 ommun
E 9/V,CBS
BIS FRUCON ENGINEERING INC
15933 CLAYTON RD., SUITE 305
S BALLWIN (ST. LOUIS), MISSOURI 630111, USA
PHONE: [phone] FAX, 636 3914497
NORTH CAROLINA LICENSE NUMBER F-0571
9 10
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
26
4/27/1'e
2A
12/01/11
2
6/21/10
1
6/08/10
0
5/11/10
NO.
DATE
DESIGNED
DRAWN L°°+
CHECKED u8
APPROVED L°
MACS REVIEW '
CON. NO. Kwmi_o5o* m
T.O. NO. NMI-oof-o °
MAX. WATER LEVEL
ELEV. 36.80
ors J,--1
.�
APR 3 0 2012;
BY,
REVISED FOREBAY
JMM
REVISED TRANSITION AREA
JMM
REVISED PER REVIEW COMMENTS
MKR
REVISED PER REVIEW COMMENTS
MKR
ISSUED FOR CONSTRUCTION
MKR
REVISION DESCRIPTION
BY F
USMC MCCS
MARINE MART CONVENIENCE STORE
CAMP LEJEUNE, NORTH CAROLINA
DRAWING No.
C-503
CIVIL
DRAINAGE DETAILS AND POINT TABLE
SHEET 8OF 9
11 12
-------'--- _ _- I -- T - --I ----. r.,----­--.-..-,: 11 -,.. -: _ - -.. 11T1..--

1 , 2 3
4
7
I 8
F"
10
BENCHMARK
ELEVATION = 35.95
A
DESCRIPTION: 10TH MARINES SURVEY CONTROL POINT
"J.D. HOUGH 1997 "
NORTHING 309008.7106
EASTING 2493673.3284
GENERAL
1.
THE UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM
9
AVAILABLE INFORMATION AND THEREFORE THEIR LOCATIONS
MUST BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION
OF THE LOCATION OF UNDERGROUND UTILITIES, EITHER SHOWN
B
OR NOT SHOWN ON THESE PLANS, SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE LOCATED
PRIOR TO TRENCHING, EXCAVATION, GRADING OR
CONSTRUCTION.
2.
THE CONTRACTOR SHALL INSPECT THE PREMISES TO
DETERMINE THE CONDITIONS UNDER WHICH THE WORK IS TO BE
DONE. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL
ACCEPT THE SITE CONDITIONS AS FOUND.
3.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ALL
SUBCONTRACTORS TO PRESERVE SURVEY STAKES DURING
CONSTRUCTION,
C
4.
CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING
9
STRUCTURES, PAVEMENT, CURBING, LANDSCAPING, ETC. THAT
ARE TO REMAIN. DAMAGED PROPERTY SHALL BE REPAIRED OR
REMOVED AND REPLACED AT THE CONTRACTOR'S COST.
s
=
5.
THE CONTRACTOR SHALL OBTAIN PERMITS WHICH MAY BE
0
REQUIRED FOR THIS PROJECT.
I'
6.
MATERIALS AND WORKMANSHIP FOR PAVEMENTS, SIDEWALKS,
9
AND OTHER MISCELLANEOUS ITEMS SHALL BE PERFORMED AND
CONSTRUCTED IN ACCORDANCE WITH THESE DRAWINGS,
D
SPECIFICATIONS, AND THE REQUIREMENTS AND
161
SPECIFICATIONS OF THE LOCAL GOVERNING AUTHORITY.
7.
EXISTING CIVIL PLAN INFORMATION IS TAKEN FROM A
ill
'
TOPOGRAPHIC SURVEY BY CHARLES RIGGS AND ASSOCIATES,
INC. DATED FEBRUARY 5, 2010. NO EVIDENCE OF WETLAND
t
AREA WAS ENCOUNTERED WITHIN THE PERMIT AREA OF THE
g
PROJECT.
_
8.
CONTRACTOR SHALL PROVIDE RECORD DRAWINGS (AS-BUILTS)
FOR HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND
UTILITIES FOLLOWING CONSTRUCTION OF THOSE
UNDERGROUND UTILITIES. CONTRACTOR SHALL ALSO PROVIDE
E
RECORD DRAWINGS FOR BIORETENTION AREAS AND LEVEL
SPREADERS.
9.
SEE ARCHITECTURAL PLANS FOR LOCATIONS OF DOWNSPOUTS
AND OTHER BUILDING DETAILS.
10.
A SOILS INVESTIGATION REPORT HAS BEEN PERFORMED FOR
THIS SITE BY ECS CAROLINAS, LLP., DATED JANUARY 15, 2010.
11.
SEE PLUMBING PLANS FOR UTILITY CONNECTIONS AND
E
CONTINUATIONS OF UTILITIES INTO BUILDING.
F
12.
JETTING IS NOT AN ACCEPTABLE METHOD FOR COMPACTION OF
0
BACKFILL
13.
CONSTRUCTION METHODS AND MATERIALS WITHIN ROAD
RIGHTS -OF -WAY SHALL CONFORM TO CURRENT NORTH
g
CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
14.
UTILITIES: RESOLVE UTILITY CONFLICTS. COORDINATE
REQUIREMENTS OF ELECTRIC SERVICE WITH ELECTRICAL
DRAWINGS.
m
15.
TRENCHES GREATER THAN V IN DEPTH SHALL BE SLOPED,
SHORED, SHEETED, BRACED OR OTHERWISE SUPPORTED PER
G
OSHA AND LOCAL ORDINANCES. SEE PROJECT SPECIFICATIONS.
g
16.
SITE CONCRETE SHALL BE 3000 PSI MINIMUM AT 28 DAYS
`r
COMPRESSIVE STRENGTH WITH MAXIMUM WATER/CEMENT
RATIO OF 0.45.
17.
U-SHAPED BOLLARDS SHALL BE 4" OD x 48" x 51" U-SHAPED PIPE
GUARDS BY INNOPLAST CORPORATION. (TELEPHONE NUMBER:
g
440-543-8660)
3
18.
CROSS SIDEWALK DRAINS AT DOWNSPOUTS SHALL BE AGO
CROSS SIDEWALK DRAIN WITH ACO TYPE 405/406 GRATE.
r H
U
Go
n:
)1=22x34
1 2
GRADING PAVING
1. FINISH FLOOR ELEVATION 40.0 FT =100'-0" ON BUILDING PLANS. 1. CONSTRUCTION OF CURB CUT TO THE STREET, SHALL CONFORM
TO LOCAL AND/OR NORTH CAROLINA DEPARTMENT OF
2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OF PAVEMENT TRANSPORTATION REGULATIONS.
OR DIRT AND SHALL BE WITHIN 0.10 FEET OF THOSE SHOWN ON
THE DRAWINGS. 2, SEE PROJECT SPECIFICATIONS FOR APSHALT AND BASE
COURSE MATERIALS AND INSTALLATION AS WELL AS SUBGRADE
3. MATCH EXISTING ADJACENT MATERIAL AND SECTION OF PREPARATION.
GRADED AREAS WHICH ARE NOT NOTED TO RECEIVE A
SPECIFIED PAVING OR SURFACE.
R
STORM M DRAINAGE
4.
FOUNDATION CONCRETE SHOULD BE PLACED THE SAME DAY
PROPER EXCAVATION IS ACHIEVED AND THE DESIGN BEARING
PRESSURE IS VERIFIED. IF THE BEARING SOILS ARE SOFTENED
1. STORM SEWER CONSTRUCTION SHALL PROCEED FROM
BY SURFACE WATER ABSORPTION OR EXPOSURE TO THE
DOWNSTREAM TO UPSTREAM BEGINNING AT THE LOW POINT IN
ENVIRONMENT, THE SOFTENED SOILS MUST BE REMOVED FROM
THE SYSTEM.
THE FOUNDATION EXCAVATION BOTTOM IMMEDIATELY PRIOR TO
PLACEMENT OF CONCRETE. IF THE EXCAVATION MUST REMAIN
2. RIPRAP AT PIPE OUTLET SHALL BE CLASS A RIPRAP PER NCDOT
OPEN OVERNIGHT, OR IF INCLEMENT WEATHER BECOMES
STANDARD SPECIFICATION SECTION 1042.
IMMINENT WHILE THE BEARING SOILS ARE EXPOSED, A 1 TO 3
INCH MUD -MAT OF LEAN CONCRETE SHALL BE PLACED OVER
THE EXPOSED BEARING SOILS BEFORE PLACEMENT OF THE
WATER AND FIRE WATER
ATE R
REINFORCING STEEL. SEE NOTE 10, BELOW.
5.
THE CONTRACTOR SHALL PROVIDE SILTATION CONTROL, AS
1. WATER METER SHALL BE HERSEY MODEL MVR, SIZE 2'. INSTALL
REQUIRED BY THE LOCAL GOVERNING AUTHORITY, TO PREVENT
IN BOX PER CAMP LEJEUNE DIVISION OF PUBLIC WORKS
SILTATION OFF -SITE UNTIL THE PAVEMENT HAS BEEN INSTALLED
REQUIREMENTS.
AND VEGETATION HAS BEEN ESTABLISHED, AT WHICH TIME THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE
2. WATER LINES SHALL HAVE A MINIMUM OF 36 INCHES OF COVER,
SILTATION CONTROL, REPAIR OF ANY ERODED AREAS AND
UNLESS OTHERWISE NOTED, MEASURED FROM THE TOP OF
RESTORATION AT THE SILTATION CONTROL DEVICE. ADDITIONAL
FINISHED GROUND TO THE TOP OF PIPE.
SILTATION CONTROL DEVICES MAY BE REQUIRED.
3.. AT LOCATIONS WHERE THE WATERIFIRE LINE CROSSES A
6.
NO AREA SHALL BE CLEARED WITHOUT PERMISSION OF THE
SEWER (STORM OR SANITARY), THE WATER LINE SHALL CROSS
OWNER.
ABOVE THE SEWER PIPE. THERE SHALL BE A MINIMUM OF 18
INCHES CLEARANCE (MEASURED FROM EDGE OF PIPE TO EDGE
7.
PROVIDE A SMOOTH, GENTLY SLOPING GROUND SURFACE AT
OF PIPE) AT CROSSINGS. IF CLEARANCE CANNOT BE
THE END OF EACH DAY's EARTHWORK ACTIVITIES TO HELP
MAINTAINED, WATER LINE SHALL BE ENCASED IN STEEL PIPE.
REDUCE THE POTENTIAL FOR PONDING AND ABSORPTION OF
SURrACE WATER.
4. WATER LINES SHALL HAVE A MIN. 10 FEET HORIZONTAL
CLEARANCE AND 18 INCHES VERTICAL CLEARANCE (MEASURED
8.
PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING WITHOUT
FROM EDGE OF PIPE TO EDGE OF PIPE) FROM ALL SANITARY
PONDING ON PARKING LOTS OR SIDEWALKS.
SEWER LINES. IF CLEARANCE CANNOT BE MAINTAINED, WATER
LINE SHALL BE ENCASED IN STEEL PIPE.
9.
NO SLOPE SHALL BE STEEPER THAN 3:1.
5. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT EACH
10.
GRADING SHALL COMPLY WITH RECOMMENDATIONS IN THE
CHANGE IN DIRECTION OF WATER LINES. CONCRETE SHALL NOT
GEO'i ECHNICAL REPORT BY ECS, LLP DATED 1-15-2010, WHICH
INTERFERE WITH MECHANICALAOINT BOLT REMOVAL. TIE RODS
HAS SEEN INCLUDED AS PART OF THE PROJECT
CAN BE USED IN LIEU OF CONCRETE THRUST BLOCKS IN
SPECIFICATIONS.
CERTAIN INSTANCES.
11.
ARE.'+S DISTURBED BY CONSTRUCTION ARE FIRST TO BE FINE
SEEDING AND SODDING
GRADED AND THEN FOLLOWED BY HYDRO MULCH -OR- SEED
AND STRAW OVER, MIN. 4" TOPSOIL STOCKPILED FROM ON -SITE
OR HAULED IN AS REQUIRED, UNLESS OTHERWISE NOTED.
1. PERFORM SEEDING AND MULCHING ON ALL EARTH AREAS
DISTURBED BY CONSTRUCTION UNLESS SHOWN TO BE SODDED
12.
ALL TRENCHES SHALL BE BACKFILLED OR COVERED WITH
OR OTHERWISE LANDSCAPED. SEEDING AND MULCHING SHALL
TRAFFIC PLATES AT THE END OF EACH WORK DAY.
BE IN ACCORDANCE WITH SECTION 1660 OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
13.
OPEN EXCAVATIONS SHALL BE CLEARLY MARKED WITH LIGHTED
SPECIFICATIONS.
BARRICADES AND SHALL BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
2. SOD MATERIAL AND INSTALLATION SHALL BE PER SECTION 1664
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
14.
SOIL MATERIALS HAULED OFFSITE SHALL BE TAKEN TO A NC
STANDARD SPECIFICATIONS.
DENR PERMITTED SITE. SOIL MATERIALS BROUGHT IN FROM
OFFSITE SHALL BE TAKEN FROM A NC DENR PERMITTED SITE.
USE OF SITE
1.
A STAGING AREA WILL BE PROVIDED FOR CONTRACTOR'S USE IN
RECEIVING/STORING EQUIPMENT AND MATERIALS, PLACEMENT
OF A CONSTRUCTION TRAILER, ETC. UPON COMPLETION OF
CONSTRUCTION, THE STAGING AREA SHALL BE FULLY
RESTORED TO ITS ORIGINAL CONDITION.
2.
CONTRACTOR SHALL RESTRICT ITS OPERATIONS TO THE LIMITS
OF CONSTRUCTION AS SHOWN ON THESE PLANS. SEE SHEET
C-103.
CAMP J
3.
CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT AND
LE NE SITE
ORDERLY FASHION, CLEAR OF TRASH AND DEBRIS. TRASH
Cq
MILITARY
RECEPTACLES SHALL BE EMPTIED AND DEBRIS PILES REMOVED
All TqN
AND DISPOSED OFF -SITE AS NECESSARY.
ELLIS URTHOUS (N TRgk
4.
CONTRACTOR SHALL PREVENT MUD, GRAVEL OR
R
CONSTRUCTION DEBRIS FROM ACCUMULATING ON AREA
STREETS AND ROADS BY USING CLOSED VEHICLES, WASHING
TIRES, HOSING DOWN PAVED SURFACES AND OTHER MEANS AS
EW
NECESSARY.
i
3
4
5
6 ? 17
SYMBOLS
O
EX MANHOLE
®
EX GRATE INLET
EX FIRE HYDRANT
EX WATER VALVE
EX UTILITY POLE
31
EX GUY WIRE
#
EX LIGHTPOLE
-�-
EX SIGN
CENTERLINE
Q
TELEPHONE HUB
O
ANTENNA
0
BENCHMARK
X®1
SPOT ELEVATION
NOTE: w"S-
SEAL APPLIES
ONLYTOTHIS
,
DISCLAW ANY
RESPONSIBILITY
FOR ALL OTHER
DOCUMENTSOR
INSTRUNENTS
RELDOCUATLIYVDENT.TOIOR
INTE FOR TO BE
USED
FOR UBED ANY
PART OR PARTS
OF THIS
PMECT OR
ANY OTHER
PROJECT.,
DATE:
17/0
LICENSE NO:
8
MANHOLE
®
GRATE INLET
FIRE HYDRANT
®
THRUST BLOCK
►�
WATER VALVE
6
POST INDICATOR VALVE
q
UTILITY POLE
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LEGEND
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DEMOLISH UTILITY / IMPROVEMENT
EX IMPROVEMENTS (TBR)
EX TREE LINE
- UGE
UGE -
EX UNDERGROUND ELECTRIC
- OHE -
OHE -
EX OVERHEAD ELECTRIC
-X-X-
EX FENCE
SSA- SSA-
EX SANITARY SEWER
%
T11x
EX UNDERGROUND TELEPHONE
Wx
Wx
EX WATER
- -40-
-
EX CONTOUR
- - -� - - -
CONTOUR
GRADING LIMITS
WALL
TREE LINE
- UGE
UGE -
UNDERGROUND ELECTRIC
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X
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FENCE
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UNDERGROUND TELEPHONE
W
W
WATER
CONCRETE PAVEMENT
FILTER STRIP
ASPHALT PAVEMENT
0 SOD
POWER LINES
SILT FENCE
ABBREVIATIONS
ASTM
AMERICAN SOCIETY FOR
L.F.
TESTING AND MAR ERIALS
OHE
ATG
ADJUST TO GRACE
pip
BFP
BACK FLOW PRENENTER
PIV
BLDG
BUILDING
pp
CO
CLEAN OUT
PVC
CONC
CONCRETE
R
CONST
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RCP
DIA
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S
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SC
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EDGE OF PAVEMENT
SS
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EXPANSION JOINT
SCM
EL
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SMN
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EX CONCRETE MONUMENT
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ELECTRIC VAULT
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TBR
FD
FIRE DEPARTMENT
TBRL
FES
FLARED END SECTION
TELE
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FINISHED FLOOR ELEVATION
TYP
FH
FIRE HYDRANT
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FL
FLOWLINE / INVER'i
UG
GI
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MATCH EXISTING
W
MECH
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WM
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Integrated Design -Build Services
Centennial
Lv-
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BIS FRUCON ENGINEERING INC
15M CLAYTON RD, SURE 300
BALLWIN (ST. LOUIS� MISSDURI 03011. USA
PHONE: ON 3914300 FAX: [phone]
NORTH CAROLINA LICENSE NUMBERF-0671
em pR"
9 10
LINEAR FOOT
OVERHEAD ELECTRIC
PROTECT IN PLACE
POST INDICATOR VALVE
POWER POLE
POLYVINYL CHLORIDE
RADIUS
REINFORCED CONCRETE PIPE
RIGHT OF WAY
SOUTH
SANITARY
SAWCUT
SANITARY SEWER
SET CONCRETE MONUMENT
SET IRON PIPE
SET IRON ROD
SET MAGNETIC NAIL
SET PARKER KALON NAIL
STORM SEWER
TO BE REMOVED
TO BE RELOCATED
TELEPHONE
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UNDERGROUND ELECTRIC
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WATER, WEST, WIDE
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WATER VALVE I�
APPROVCr1 �, 2,010
NORTH CAROLINA ENVIRbbNMENTAL
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1 6/08/10
0 5/11/10
NO. DATE
DESIGNED mm
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MACS REVIEW .
CON. NO. NAm14&D4=
T.O. NO. NAFM14**4)M
REVISED PER REVIEW COMMENTS
MKR
ISSUED FOR CONSTRUCTION
MKR
REVISION DESCRIPTION
BY
USMC MCCS
DRAWING NO.
MARINE MART CONVENIENCE STORE
C-001
CAMP LEJEUNE, NORTH CAROLINA
CIVIL
GENERAL NOTES
SHEET 1 OF 9
11 12
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a°rv�ciUi NO. DATE REVISION DESCRIPTION BY
H
DESIGNED USMC MCCS DRAWING NO.
BIS FRUCON ENGINEERING INCH DRAWN "°` MARINE MART CONVENIENCE STORE C-101
15933CLAYTONRD,SUREM CHECKED Jx CAMP LEJEUNE. NORTH CAROLINA
BALLWIN (ST. UXAS►, MISSOURI IN1, USA APPROVED 1°
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NORTH CAROLNA LICME NUMM R F WI MACS REVIEW
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4.
COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL
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1
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2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL RESPONSIBILITYFOR :QP Y
DOCUMENTS OR _ TANK AREA WITH FUEL EQUIPMENT VENDOR. DOCUMENTS OR SEA Centennial
3. FOR POINT NORTHINGS, EASTINGS, ELEVATIONS, AND RELIATINGT s g c"mona. Pnmpiw Luc
INTENDED BE S. :'••. - N om nUB
DESCRIPTIONS, SEE POINT TABLE ON SHEET C-503. USEDFOR !c6
4. NO WETLANDS EXIST WITHIN THE PERMIT AREA. OrTTf9Oft
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5. SITE IS LOCATED IN WHITE OAK RIVER BASIN. ANY',,, """�"f ��Z��2�1� BIS FRUCON ENGINEERING INC
PROJECT.' 15M CLAYTON RD., SUITE 305
DATE: AW21110 I BALLWIN (ST. LOUIS) MISSOURI 63M 1. USA
NAME: TIMOTHY D. CAVENY PHONE [phone] FAX S35 3914497
DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE NUMBER F-Wi
LICENSE NO: MU
eel raoxK.-r.a. eosl
5 6 7 8 9 10
1
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6/21/101
REVISED PER REVIEW COMMENTS
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5/11/10
ISSUED FOR CONSTRUCTION
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NO.
DATE
REVISION DESCRIPTION
BY
H
DESIGNED
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DRAWING NO.
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2. COORDINATE DIMENSIONS OF CONCRETE SLAB OVER FUEL DISCLAIM ANY
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INTEND TO BE %G ,GPs�`��p�� MARINECO SaN�as'`y
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4. NO WETLANDS EXIST WITHIN THE PERMIT AREA. oFTHSRPAR 1,11
D�,,��2 BIS FRUCON ENGINEERING INC
5. SITE IS LOCATED IN WHITE OAK RIVER BASIN. PROJECTOR ``
ANY OTHER
PROJECT." - 15933 CLAYTON RD., SUITE 305
DATE: 6121110 BlS BALLWIN (ST. LOUIS). MISSOURI 63011. USA
NAME: TIMOTHYD.CAVENY D a7 PHONE: [phone] FAX: [phone]
DISCIPLINE: ENGINEER NORTH CAROLINA LICENSE NUMBER F-05-11
LICENSE NO: 36712
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NO.
DATE
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11 12

1 2 3 4 5 8 vir 7 8
9
10
11
12
2" ASPHALT SURFACE
A PRIME COAT
��STONE BASE COURSEHED
€�
op
S�
'-----PREPARED
SUBGRADE
ASPHALT PAVEMENT SECTION
VEHICLE PARKING AREAS
am B
NOT TO SCALE
!09Z
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Z W
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8" COMPACTED CRUSHED
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Zg
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SUBGRADEPREPARED
ASPHALTPAVEMENT
DRIVEWAY AND LOADING AREAS
NOT • SCALE
POINT TABLE
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
1
40.00
308866.41
2493742.31
FFE
2
35.00
308773.92
2493617.92
WTR
3
39.20
308892.47
2493747.16
BC
4
39.85
308877.69
2493728.13
1 TC/BC
5
39.25
308899.77
2493707.82
PVMT
6
39.55
308880.61
2493712.40
TC/BC
7
39.70
308879.15
2493720.27
TC/BC
84
39.50
308894.93
2493733.88
BC
9
38.80
308886.27
2493681.92
BC
10
39.35
308878.06
2493698.69
BC
11
39.70
308872.26
2493710.85
GONG
12
39.00
308810.71
2493686.20
BC
13
39.35
308794.47
2493752.19
TC/BC
14
37.90
308773.35
2493821.10
CONC
15
37.90
308765.60
2493865.42
EDP
16
39.05
308776.32
2493677.78
EDP
17
39.35
308800.12
2493721.58
TC/BC
18
38.10
308785.77
2493622.88
1 EOP
19
36.90
308843.67
2493641.55
EDP
20
37.90
308786.98
2493619.07
EOP
21
35.00
308817.52
2493554.41
EOP
22
34.30
308855.27
2493557.74
EDP
23
37.00
308831.78
2493596.92 1
EDP
24
37.60
308891.41
2493657.31
EOP
25
37.50
308955.67
2493659.81
EDP
' 39.7 TC
)1=22x34 1 2
CRUSHED STONE BASE
COURSE
EDGE OF PAVEMENT
PREPARED SU
EDGE OF ASPHALT PAVEMENT
NOT TO SCALE
1/4"
e
3
3"MIN 3"MIN
e
a
INSERT AND SEAL WITH
BACKER ROD AND
JOINT SEALER -_
v _ -
2 1 /4"
PROPOSED GRADE
SEE PLAN DRAWING
4" COMPACTED
CRUSHED STONE
BASE COURSE
3/4"OxV-4" SMOOTH I
DOWEL BAR; ONE J PREPARED
SIDE LUBRICATED SUBGRADE
6" x 6" W2.9xW2.9 WWF
CONTRACTION JOINT CONTROL JOINT
NOTE:
1. CONTRACTION JOINTS IN PAVEMENT SHALL BE SPACED 20' APART, AND
WHERE SHOWN ON PLAN. CONTROL JOINTS SHALL BE SPACED 6'-0" MAX.
2. CONCRETE PAVEMENT MATERIAL AND INSTALLATION SHALL MEET THE
REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATION SECTION 710.
CONCRETE PAVEMENT SECTION AND JOINTS
NOT TO SCALE
31.80
NOTES:
1. FILL MATERIAL MAY NOT BE PLACED IN THE INFILTRATION BASIN EXCEPT AS NECESSARY FOR CREATION OF THE
EXTERIOR BERM.
2. SOD SHALL BE CENTIPEDE GRASS.
3. SOD SHALL NOT BE GROWN IN SOIL WITH AN IMPERMEABLE (CLAY) LAYER. IT MUST BE VERIFIED AT
CONSTRUCTION THAT NO IMPERMEABLE LAYER EXIST.
INFILTRATION BASIN CROSS SECTION
APPLICABLE TO AREAS A & B
2 NOT TO SCALE
MAXIMUM WATER LEV
ELEV: 36
1
POINT TABLE
POINT TABLE
POINT TABLE
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
26
37.50
308988.90
2493698.93
EOP
51
37.20
308796.95
2493866.56
EOP
76
38.30
308884.47
2493838.65
GONG
27
39.40
308974.18
2493778.18
EDP
52
37.00
308789.01
2493883.19
EOP
77
33.75
308874.04
2493554.46
EDP
28
39.10
308921.96
2493752.64
GONG
53
38.50
308882.67
2493922.43
EOP
78
33.45
308806.61
2493522.40
EDP
29
39.10
1 308953.42
2493758.48
GONG
54
38.50
308889.63
2493905.83
1 EOP
79
37.15
308863.48
2493652.82
1 EDP
30
38.00
308964.76
2493697.46
GONG
55
39.30
308906.61
2493913.09
EOP
80
37.60
308970.17
2493863.47
EDP
31
38.00
308932.77
2493691.53
GONG
56
38.90
308931.32
2493890.76
EOP
81
39.80
308927.93
2493965.34
EDP
32
38.80
308913.57
2493797.80
GONG
57
39.50
308926.61
2493931.60
EOP
82
39.17
308901.16
2493762.59
PVMT
33
38.80
308945.04
2493803.64
GONG
58
38.80
308944.79
2493889.22
EOP
83
38.90
308890.90
2493782.64
PVMT
34
39.15
308969.70
2493802.25
EDP
59
39.30
308832.46
2493806.49
GONG
(84
38.75
308785.46
2493789.35
MH
35
38.90
308958.48
2493823.41
EDP
60
39.30
308803.68
2493801.15
GONG
85
38.35
308809.97
2493657.44
MH
36
38.50
308924.59
2493856.87
EDP
61
39.25
308950.63
2493773.50
GONG
86
36.20
308832.89
2493581.86
MH
37
39.05
308890.00
2493760.44
BC
62
39.25
308919.17
2493767.66
GONG
87
35.50
308949.31
2493878.90
FL
38
39.30
308871.85
2493759.61
BC
63
39.40
308882.08
2493704.54
BC
88
36.10
308921.56
2493943.70
FL
39
38.95
308864.37
2493796.60
BC
64
36.75
308719.39
2493972.40
FLTR STRIP
89
34.30
308911.02
2493587.88
GS
40
39.70
308859.11
2493781.64
BLDG
65
36.75
308750.69
2493884.83
FLTR STRIP
90
34.30
308858.64
2493560.20
GS
41
39.90
308837.81
2493777.68
BLDG
66
38.10
308751.67
2493817.39
BC
91
36.80
308835.12
2493604.70
LEVEL SPRDR
42
39.30
308835.16
2493791.94
BC
67
39.60
308814.69
2493692.02
BLDG CDR
92
36.80
308887.50
2493632.38
LEVEL SPRDR
43
38.65
308825.25
2493834.32
ASPH
68
39.85
308873.72
2493702.99
BLDG CDR
93
35.95
308804.45
2493722.89
BC
44
38.65
308789.53
2493827.69
ASPH
69
35.50
308742.86
2493760.36
TAP
94
39.95
308803.45
2493728.30
SW
45
39.00
308842.28
2493808.38
GONG
70
35.80
308845.94
2493914.26
OUTLET
95
39.95
308799.95
2493747.11
SW
46
39.10
308794.76
2493799.56
GONG
71
38.50
308881.06
2493811.44
CO
96
39.45
308798.37
2493752.92
BC
47
39.30
308797.80
2493783.18
BLDG COR
72
39.00
308911.42
2493722.53
CO
97
36.25
309008.58
1 2493703.72
SIGN
48
39.50
308766.40
2493733.33
EDP
73
38.65
308926.38
2493814.92
CON C
98
34.25
309018.91
2493705.21
SIGN
49
38.00
308743.92
2493861.72
BC/EOP
74
38.65
308896.09
2493804.58
GONG
99
36.50
308735.04
2493928.61
GS
50
37.90
308767.70
2493853.61
1
75
38.30
308914.75
2493848.99
GONG
100
36.40
308727.02
2493890.99
GS
FL OF PROPOSED SWALE
ELEV. VARIES - SEE
GRADING DRAWING
y
y
y
50'-0"
#57 STONE PER
FASTM C-33
y y
MIRAFI G-100N FILTER FABRIC -'
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CONCRETE LEVEL SPREADER
ELEV. 36.80 - SEE PLAN
DRAWINGS FOR LENGTH
MAX. WATER LEVEL
__ fELEV. 36.80
- - - -
NOTES:
1. PROVIDE EXPANSION JOINTS IN LEVEL SPREADER AT 20' MAX SPACING.
LEVEL SPREADER AND FILTER STRIP SECTION
APPLICABLE TO AREAS A & B
NOT TO SCALE
POINT TABLE
POINT NO.
ELEVATION
NORTHING
EASTING
LABEL
101
36.20
308732.67
2493843.25
GS
102
37.95
308754.34
2493863.76
GONG
103
37.50
308768.23
2493880.30
GS
NOTE: 'THIS
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Integrated Design -Build Services
CentennialL131 M s MARINECORPS aNfcnousn"y
BIS FRUCON ENGINEERING INC
15933 CLAYTON RD., SURE 305
C B WIN to I. LOUIS). MISSOURI 03011. USA
�7 PHONE: [phone]M FAX: [phone]
NORTH CAROLINA LICENSE NUMBER F-0571
eFEi F"o.Ecr No. ms
9 10
2
6/21/10
1
6/08/10
0
5/11/10
NO.
DATE
DESIGNED Aura
-.
DRAWN MKR
CHECKED JJs
APPROVED �.
MACS REVIEW '
CON. NO. WRAi-0soams
T.O. NO. NAFSAI-W-ON8
0
0
A
F)
19
F
G
REVISED PER REVIEW COMMENTS
MKR
REVISED PER REVIEW COMMENTS
MKR
ISSUED FOR CONSTRUCTION
MKR
REVISION DESCRIPTION
BY
H
USMC MCCS
DRAWING NO.
MARINE MART CONVENIENCE STORE
C-503
CAMP LEJEUNE, NORTH CAROLINA
CIVIL
DRAINAGE DETAILS AND POINT TABLE
SHEET B OF 9
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PLAN VIEW
2"-3" COARSE 8" MIN.
AGGREGATE F
SECTION AA
20' OR TOTAL WIDTH OF ACCESS
WHICH EVER IS GREATER
NOTE:
1. INSTALL ROCK CONSTRUCTION EXIT ANYWHERE TRAFFIC EXITS
THE UNSTABLIZED SITE.
2. MAINTAIN THE GRAVEL IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE SITE. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH 2" STONE.
3. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY.
4. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
ROCK CONSTRUCTION EXIT
NOT TO SCALE
WIRE MESH GALVANIZED,
11 GAGE, OR PLASTIC MESH
1/4" MAX. OPENING
AASHTO #57 STONE -
WIRE OR PLASTIC
MESH (SEE ABOVE)
—I 11=�1 I I-11J,1 I I�
' fI GRATE
NOTE:
1. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT
LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY
STORM EVENT GREATER THAN 1/2" (DURING A 24 HOUR PERIOD).
IF ANY DEVICE FAILURE IS SEEN, IMMEDIATE CORRECTIVE ACTION
MUST BE TAKEN.
STONE AND CONCRETE
BLOCK INLET PROTECTION
NOT TO SCALE
)1=22x34 1 2
3
2
SILT FENCE TO EXTEND AROUND ENTIRE
PERIMETER OF TOPSOIL STOCKPILE.
SEE SILT FENCE DETAIL THIS SHEET.
X 10"�
ORIGINAL �--TOPSOIL
GROUND STOCKPILE
SURFACE
NOTES:
1. MAXIMUM SLOPE SHALL BE 2HAV.
2. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL
TOPSOIL STOCKPILE HAS BEEN ELIMINATED.
TEMPORARY TOPSOIL STOCKPILE DETAIL
NOT TO SCALE
-CRUSHED
AGGREGATE
(WASHED,
SEE NOTE 5)
4" TO 7" STONE
TOP OF BANK (SEE NOTE 1)
"
11
DITCH PROFILE
r 6" MIN_ 4'(MIN WFIRI -
CROSS SECTION
STANDARD STONE CHECK DAM DESIGN
SLOPE SPACING
2% or less 80' STANDARD SYMBOL
2.1 % to 4% 40'
4.1 % to 7% 25'
7.1% to 10% 15,
over 10% use lined
waterway design
CONSTRUCTION SPECIFICATIONS
1. THE CHECK DAM SHALL BE CONSTRUCTED OF 4"-7" STONE. THE STONE
SHALL BE PLACED SO THAT IT COMPLETELY COVERS THE WIDTH OF THE
CHANNEL AND KEYED INTO THE CHANNEL BANKS.
3. THE TOP OF THE CHECK DAM SHALL BE CONSTRUCTED SO THAT THE
CENTER IS APPROXIMATELY 6" LOWER THAN THE OUTER EDGES,
FORMING A WEIR THAT WATER CAN FLOW ACROSS.
4. THE MAXIMUM HEIGHT OF THE CHECK DAM AT THE CENTER SHALL NOT
EXCEED 24"
SHEET FLOW
I i I I I
■ WT11 \'i
STEEL POST
FLOW
CUT TRENCH, PLACE
FABRIC IN TRENCH, AND
BACKFILL WITH GRAVEL
SECTION A
EX
GROUND
z �I
I I FILTER FABRIC
00 �.
N
W6x6/1Ox10 GAGE
WELDED WIRE
Ll LI FABRIC LJ
ELEVATION
NOTES:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY
THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC
SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS A14D STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0" TO 1200F.
2. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN
JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP
TO THE NEXT POST.
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A
MAXIMUM MESH SPACING OF 6 INCHES.
5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON
THE UPSLOPE SIDE OF THE FENCE. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
6. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
7. SILTATION CONTROL DEVICES TO REMAIN IN PLACE UNTIL ADEQUATE VEGETATIVE GROWTH INSURES NO FURTHER
EROSION OF SOIL
8. SILTATION FENCES SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT
GREATER THAN 1/2" (DURING A 24 HOUR PERIOD) FOR DAMAGE AND FOR THE AMOUNT OF SEDIMENTATION WHICH HAS
ACCUMULATED. REMOVAL OF SEDIMENT WILL BE REQUIRED WHEN IT REACHES 1/2 OF THE HEIGHT OF THE SILTATION
FENCE. IF ANY DEVICE FAILURE IS SEEN, IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN.
9. THE CONTRACTOR SHALL PROVIDE SILTATION CONTROL, AS REQUIRED BY LOCAL GOVERNING AUTHORITY, TO PREVENT
SILTATION OFF -SITE UNTIL THE PAVEMENT HAS BEEN INSTALLED AND VEGETATION HAS BEEN ESTABLISHED, AT WHICH
TIME THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE SILTATION CONTROL, REPAIR OF ANY ERODED
AREAS AND RESTORATION AT THE SILTATION CONTROL DEVICE. SEE STORM WATER POLLUTION PREVENTION PLAN IN
APPENDIX TO SPECIFICATIONS FOR SUGGESTED M',NIMUM EROSION CONTROL MEASURES.
SILTATION FENCE DETAIL
NOT TO SCALE
A
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C
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E
F
G
5. THE UPSTREAM SIDE OF THE CHECK DAM SHALL BE LINED WITH
APPROXIMATELY V OF Y4" TO *' CRUSHED AGGREGATE.
6. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST NOTE "THIS Integrated Design -Build Services
SEAL APPLIES ',,�\plpp�o`
ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT OCUMEENTO T. I 'AN%GARO''O�
GREATER THAN 1/2" (DURING A 24 HOUR PERIOD). IFANY DEVICE FAILURE DISCAIMANY a=OQ>ss►o ��/,�'.,
IS SEEN, IMMEDIATE CORRECTIVE ACTION MUST BETAKEN. DOCUMENTS ion 2 a � =9 'y Centennialm S 1 6/08/10 REVISED PER REVIEW COMMENTS MKR
ROCK CHECK DAM INSTRUMENTS 17/95 i '°" '"` Xgacmn
0 5/11/10 ISSUED FOR CONSTRUCTION MKRNOT TO SCALEINTENDEDIOSE MAIII CO ND• DATE REVISIONOESCRIPTION SYUSED FOR ANY �'• � .! H
PARTORPARTS ''/THIS ,Fo �'�D DESIGNED Mm USMCMCCS DRAWING NO.
PROJECTOR. Qp • ►6 v� BIS FRUCON ENGINEERING INC DRAWN m MARINE MART CONVENIENCE STORE C-504
ANY OTHER VVV�" CHECKED in
PROJECT., 16933 CLAYTON RD., SUITE 396 CAMP LEJEUNE, NORTH CAROLINA
DATE: 8198N0 SALLWIN (ST. LOUIS), MISSOURI 6MM USA APPROVED L"
NAME: LEONW.SCHNUR PHONF-63639143M FAX:[phone] MACS REVIEW' CIVIL
DISCIPLINE: ENGINEER NORTH CAROUNA LICENSE NUMBER F-W1 CON. NO. "MI^*^�o-^"u
LICENSE NO: 17795 - EROSION CONTROL DETAILS SHEET9OF9
av1, P""bcr"o.wau.0 T.O. NO.
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