SW8080936_APPROVED PLANS_20081031

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2008 \ 0,61
YYYYMMDD

53
=PARTRIDGE
*FLAMINGO
50
=PHEONI%
Olive
PInl
Hilt
GREATER SANDY RUN AREA
lover
--__--- 0--
Tuscarora
Trenton ❑AK
— 7— x ■ i
SNIPE
17
CAMP
GEICER
JACKSONVILLE
CAMP
GEIGER I � �.
a r/-A
NEW RIVER
AIR STATION p POINT
AREA
9 +EAGLE
Win w SEA WATER + A l AREA \ �C.
SEA LEVEL 0.. 0 \\`( LOW WATER +0.
A
/ &RAN
IP
RIFLE
I $E
TURKEYLHA AscullaTova
MEANS HIGH WATER +1.10
MEANS SEA LEVEL .00
172 MEANS LOW WATER +0.35
210
*SANDPIPER
'dIW. ?4
MIDWAY
PARK
OFFICE
1005
AREA *PENGUIN
FRENCH CREEK
BORROW PIT
*SWAN
.� -WOODPECKER
1 172
LARK*
=PIGEON
TERN
TRIANGLE
OUTPOST
HERON
+DGGO l
-FALCON
OSPREY+
RO QUAIL+
+ALBATROSS
BEAD
AREA
24
:
*GU al5
nn�
3�2
NEW RIMER INLET P
. , AL MEANS HIGH WATER +.9 \MEANS SEA LEVEL 0.00MEANS LOW WATER 1.50
J J�1 `..1� J.J�1 � 0'rFJ
A�
30
`S. GRAPHIC SCALE C
eoo0 0 3000 am,s000 zraoo
( 0
IN FEET )
1 inch = 6000tt.
LOCATION MAP - U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C.
SCALE: 1" = 6000'
ufor
CI lI
PHo(�ly Ridge
Burgaw
Words Corn
^
V
g
Al
Serr//ampstead
tt Hill
P
v
to 0 to aw
Acme
Delco
Wilmington
Al
GRAPHIC SCALE IN MILES
JA T. Bolton Leland
I
Q,
VICINITY
MAP
- CAMP
LEJEUNE, N.C.
DRAWING INDEX
NAVFAC DWG NO.
SHEET NO.
TITLE
60001545
T-1
LOCATION AND VICINITY MAP
60001546
C-1
EXISTING CONDITIONS & DEMOLITION
60001546A
C-2
SEDIMENT & EROSION CONTROL PLAN
60001547
C-3
GRADING, PAVING, & FENCING
60001547A
C-4
STORM WATER MANAGEMENT PLAN
60001548
C-5
DETAILS
60001548A
C-6
DETAILS
60001548B
C-7
AREAS
110/31/cg e

\ WOODS
i
i
�0
�F
NOTES KEYED TO PLAN:
9
I
..... ..'.' ...'.'.. o�
A REMOVE AND DISPOSE OF APPROXIMATELY 850 LF OF CHAIN LINK
O
....
.'.'.'.'.'......
......'...:.:..:.:.".:...:.:....'... \
SECURITY FENCE. DO NOT REMOVE OR DISTURB EXISTING LIGHTING.
0�. Wdons
>.......'.'..'.'.'.'.'.'.'.'..'.'.'
© CLEAR AND GRUB SHADED AREA OF TREES SHOWN. AREA OF
/ •'''•• '.CLEAR' R RUB"""
CLEARING AND GRUBBING IS APPROXIMATELY 23,600 SF.
'A....X.. .'.
......'.'.'.'
/
C CLEAR VEGETATION AND CLEAN 6" OF SILT FROM BOTTOM OF EXISTING
O
EXIST, ASPHALT PAVEMENT.;•;•;•.•,•.
.','.'..'.'..•,•.'.•.•�, .•,•�•' �\
INFILTRATION BASIN. PLACE RIP RAP AS NECESSARY TO STABILIZE EDGE
COPPER LOT) ,
•.• ;D+,.:. ;.•
OF EXISTING GRAVEL LOT ADJACENT TO INFILTRATION BASIN. APPROXIMATELY
15 CY CLASS B RIP RAP REQUIRED.
SBB 331
99 1
CLEAR SPARSE VEGETATION IN UNIMPROVED AREA THAT LIES WITHIN
O
DESCRIBED CLEARING LIMITS, AREA OF CLEARING IS APPROXIMATELY
9a I
�
82,235 SF. THIS AREA IS IN ADDITION TO THE CLEARING & GRUBBING
01
AREA IN NOTE B ABOVE. TOTAL DISTURBED AREA IS 105,835 SF
(2.43 ACRES).
/
UNIMPROVED AREA
UNIMPROVED AREA
LEGEND
EXIST, ASPHALT PAVEMENT
(UPPER LOT)
!
FL EXIST. FENCE LINE
O
EXIST" FENCE LINE
FL
CONSTRUCTION SEQUENCE
`yam
SF SILT FENCE
UNIMPROVED AREA
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
!
_ `
FL EXIST, FENCE LINE
2. INSTALL TEMPORARY SILT FENCING, PERMANENT SWALE AND
TEMPORARY SEDIMENT TRAPS AROUND PROJECT AREA AS INDICATED.
LP ...
FLN NEW FENCE LINE
CONDUCT MINIMUM CLEARING NECESSARY TO INSTALL EROSION
CONTROL MEASURES. INSTALL SOD AND SEED AS INDICATED.
....;. •:..:, ... ..
`
TREE LINE
9, :•:::• :W130Ds B
..
3. INITIATE CLEARING AND GRUBBING OF THE SITE.
FL
UNIMPROVED AREA
/
.:.:.;.:.'. :'
s • •
CONTOUR LINE
4. BEGIN, DEMOLOITION & CONSTRUCTION ACTIVITIES. MAINTAIN ALL EROSION CONTROL MEASURES.
•a. 5. 'AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL SILT
FL
Q
CLEAR GRUB
& •
APPROX 3.230'SF
�
ak
LIGHT POLE
LP
FENCING AND SEDIMENT TRAPS
\
BM I
EL. 103.16'
' ..,... ' ....
O
, ,
.. ' 6. AS ROUGH GRADING PROGRESSES AND AREAS ARE COMPLETE ENOUGH, INSTALL SEEDING
AND SOD AS INDICATED
\ F<
AO
, ,y
v LP fT
ELEVATIONS
(95,52') (EXIST)
7. WHEN CONSTRUCTION IS COMPLETE AND ALL SOIL AREAS ARE STABILIZED, THE BASIN SHALL BE
\
96,2 PROPOSED
CONVERTED FROM EROSION AND SEDIMENTATION DEVICES TO INFILTRATION BASINS. PRIOR
TO CONVERSION A MINIMUM OF 6" OF BOTTOM MATERIAL (BELOW DESIGN BOTTOM OF ORIGINAL
#P
F(
SEDIMENTATION AND EROSION CONTROL DEVICE) SHALL BE REMOVED. CONSTRUCT REMAINING
Q
STORMWATER CONTROL MEASURES.
BB327
/z~
/
8. REMOVE TEMPORARY EROSION CONTROL MEASURES, SEED FERTILIZE AND MULCH
RESULTING DISTURBED AREAS. ESTABLISH PERMANENT STABILIZING VEGETATION
exBsr
\
APPROPRIATE TO THE TIME OF YEAR.
93
EXIST, ABC BASE LP*
9. UPON ESTABLISHED AND STABILIZING VEGETATION, CALL FOR FINAL SITE EROSION AND
a�
SEDIMENTATION CONTROL INSPECTION AND APPROVAL.
�RrAB
UNIMP ED AREA
UNIMPROVED AREA
\ <f
J
\F�
_max,
LP
LP \
... ....
\\\\ FC
\\F� F( EXIST. ABC BASE
D , ,TNA /Gf
1
\
Rp
EXIST. ABC BASE VfJf
95LP
<
L}
\
CLEAR 6.'GRUB..
.........
\
LP RP.ROXm. .. 2700 S
o \..
D EM p
14 /
.....................
�gB�RgN�� R�q�
93
ors,
------*O��4f
EXIST, ABC BASE
' ',
....
GENERAL NOTES
\
/ . LP V.'.'.'................
\� O 90 < Cq�~ ..'..,...'.'.'.'.'.'.'......
. .
..'.'....
..,. •. •.,.,.,.
......
...'...'.'.'.'.. \
1. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, EQUIPMENT
k IDS j�TRq
.. .
AND MATERIALS. ALL WORK TO BE IAW APPLICABLE CODES.
k"`'
..
Tlpy I...
8qS
WQQAS ...'. ..
... ...... .... . \
...... .... ......
2. WORK SITE SHALL BE KEPT CLEAN AND FREE OF DEBRIS.
IN .............
....................CLEAR
/:........;..RPPRRxr19600,SF...............
\>.........._......:...'.'.'.'.'......
6- GRUB............
................. .
3. NO WETLANDS ARE LOCATED WITHIN THE BOUNDARIES OF
THIS PROJECT.
WOODS
jj ©
en,
�Ad
:• • • :
.......................
;
4. ALL ELEVATIONS ARE BASED ON CONTROL POINT BM1 = 103.16'.
(ASSUMED ELEVATION). BM1 IS A PK NAIL SET NEAR THE SOUTH
. ,
°
...........'.
CORNER OF THE EXISTING ASPHALT LOT AT SBB 331.
5. CONTACT POC JAMIE JONES AT 910-450-7635 AT LEAST ONE WEEK PRIOR
\.'.......
TO STARTING WORK TO ALLOW TIME FOR POC TO CLEAR VEHICLES AND
,'.'.
......'.'.'.'..'.....I
................'..','.'..'.'.'... %
[1DS • • • •
.
....... . . ...........
EQUIPMENT FROM EXISTING GRAVEL LOT AREA.
.
......................
\
.......... ..... I..........
..
;.: CARO
.oF SA
WOODS
cmi
so
....
''
C
WOODS
i� • GIM�:':.i.A DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
GRAPHIC SCALE
d
p+zB
CAMP LEJEUNE, NORTH CAROLINA
DES. B. 0 CONNOR, PE, PLS
ao o +s ao eo +m
CglkjllgNC
SBB 342
\
DR. B. O'CONNOR, PE, PLS
F pp \
qd
CHK. MATT HUMPHREY, PE PARKING LOT
( IN FEET)
SUBMITTED BY: B. O'CONNOR, PE, PL
I inch = 30 ft.
EXISTING CONDITIONS 8c
DEMOLITION
\
DESIGN DIR. B. MARSHBURN, PE EXISTING CONDITIONS & DEMOLITION
DATE: SIZE C=E IDENT NO PWO DRAWING NO.
08/29/2008 F 80091 60001546
CONST. CONTR. NO.N62470-08—B-0130
SCALE: AS SHOWN SPEC. 05-08-0130 1 SHEET 2 OF 8

FL
FL �_
pORtq�
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
EXIST. ASPHALT PAVEMENT
(UPPER LOT)
EXIST, ASPHALT PAVEMENT
(UPPER LOT)
SEDIMENT & EROSION CONTROL PLAN
DISTURBED AREA = 2.43 ACRES
UNIMPROVED AREA
UNIMPROVED AREA
LEGEND
EXIST. FENCE LINE
EXIST. FENCE LINE
EXIST. FENCE LINE
FLN NEW FENCE LINE
TREE LINE
— — 9$ — CONTOUR LINE
NOTES KEYED TO PLAN:
O CONSTRUCT 520 LF DRAINAGE SWALE. SEE SWALE DETAIL ON SHEET C5.
SWALE TO BE APPROX 16' WIDE AND 2' DEEP WITH 4:1 SIDESLOPES.
SEE SHEET C4 FOR SWALE ELEVATIONS.
© CONSTRUCT TWO (2) SEDIMENT TRAPS 26' WIDE BY 80' LONG. SEDIMENT TRAPS
TO HAVE 3:1 SIDESLOPES AND WEIR LENGTH = 4'. CONNECT SWALE
TO SEDIMENT TRAPS WITH CONNECTING SWALES AS SHOWN. THESE SEDIMENT
TRAPS WILL BE CONVERTED TO INFILTRATION BASINS WHEN THE SITE IS STABILIZED.
SEDIMENT TRAP #1 & #2 FLOOR ELEVATION = 88.5'. WEIR ELEVATION = 92.00'.
FOR NOTES
A AND B ABOVE -
LINE ALL SWALES
WITH PINNED CENTIPEDE SOD.
CENTIPEDE
SOD REQUIRED FOR
IMPROVEMENTS ON
THIS SHEET IS 325 SY.
ADDITIONAL
SOD REQUIRED FOR
IMPROVEMENTS ON
SHEET C3 & C4.
©INSTALL AND MAINTAIN APPROX. 1200 LF OF SILT FENCE.
SEE SILT FENCE DETAIL ON SHEET C6.
O INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE (TCE).
SEE TCE DETAIL ON SHEET C5.
SBB 342 PARKING LOT
TEMPORARY SEDIMENT TRAPS 1
mn a
AND 2
a a
mom-
a
vr.a
®
a
�
Y a
m' .
m
1Y:91Jm
iv vrui
P 19C�_
?
l L:^]1L
_
I EMFUKARY SEDIMENT TRAP
MIT M SCN.E
GENERAL NOTES:
1. SEED ALL DISTURBED AREAS NOT COVERED WITH SOD. SEE SEEDING SCHEDULE
ON SHEET C5.
2. NO WETLANDS ARE LOCATED WITHIN THE BOUNDARIES OF
THIS PROJECT.
Sw YL�s'L=53e

�\ WOODS
MOTES KEYED TO PLAN:-
0 5
0 5 '
0 (97.5
GRADING
9 9N
( 70 >
O
GRADE UNIMPROVED AREA IN ACCORDANCE WITH GRADE ELEVATION
POINTS SHOWN ON PLAN. PROVIDE CONSISTENT SLOPE BETWEEN
^�w
GRADE ELEVATION POINTS. GRADE EXISTING UNIMPROVED AREA SO
/ 125FeF
96,5')
(965')
THAT ITS FINISHED GRADE MEETS THE FINISHED GRADE OF THE
4
/
ABC BASE AREA. AT EDGE OF GRADED AREAS, TIE BACK TO
=
EXISTING GROUND WITH 4:1 SLOPE.
EXIST. ASPHALT PAVEMENT <103.09 (96.2
©
PROVIDE 50' LONG BY 20' WIDE EARTHEN RAMP FROM EXISTING PAVED
(UPPER LOT) / 103.0 '4" 97.5'
96
UPPER LOT TO NEW PAVED AREA AS SHOWN. RAMP GRADE IS APPROX.
10, `
10%. GRADE RAMP SIDE SLOPES AT 3:1. PLACE SELECT FILL IN
SBB 331
100 `
MAXIMUM 10" LIFTS AND COMPACT TO 95% STANDARD PROCTOR. PAVE
99
RAMP AS IN NOTE D BELOW.
NEW GATE
NOTE: TOTAL FILL REQUIRED IN NOTES A & B ABOVE IS
20' X 50' RAMP FROM EXISTING 7 70�)1, 1
'�`
APPROXIMATELY 200 CY.
UPPER ASPHALT PARKING LOT TO s�
NEW LOWER ASPHALT PARKING LOT, 97,4'
MATCH TOP OF RAMP FLUSH WITH
EXISTING ASPHALT PAVEMENT.
\
INSTALL NEW SLIDING GATE IN/ `
EXISTING FENCE,
PAVEMENT
a ( ,95')
7.6' �° �,
©
FOR AREA WITH EXISTING ABC BASE ONLY (APPROXIMATELY 56,700 SF),
`
OVERLAY WITH 4" COMPACTED ABC AND 2" SURFACE COURSE
A
< .901) O �
95:
SUPERPAVE S-9.5C. APPROX. 700 CY ABC AND 350 CY SUPERPAVE
7,6'
96.
UNIMPROVED AREA
S-9.5C REQUIRED. SEE DETAIL 1 ON SHEET C-5. NO PAVEMENT
MARKINGS ARE REQUIRED.
LEGEND
O
FOR AREAS WITH NO EXISTING ABC BASE OR PAVEMENT
EXIST, ASPHALT
PAVEMENT
) (95.60')
2 5'
FL EXIST, FENCE LINE
(APPROXIMATELY 54,310 SF), PROVIDE 8" COMPACTED ABC AND
(UPPER LOT)
O 96,4'
2" SURFACE COURSE SUPERPAVE S-9.5C. APPROX. 1350 CY ABC
��
`
FL EXIST, FENCE LINE
AND 338 CY SUPERPAVE S-9.5C REQUIRED. SEE DETAIL 2 ON
O
SHEET C-5. NO PAVEMENT MARKINGS ARE REQUIRED.
�zAll
O1
SF SILT FENCE
(97,50')
FENCING
98,0'
FL EXIST, FENCE LINE
O
PROVIDE 900 LF OF SECURITY FENCING. SEE FENCE DETAIL ON
LP
FLN NEW FENCE LINE
SHEET C6.
^o
O
TREE LINE
SLIDING GATES
_AFL
I
O 97
CONTOUR LINE
O
PROVIDE TWO HEAVY DUTY SLIDING CANTILEVER CHAIN LINK GATES. GATES TO
ALLOW 26' MIN. CLEAR OPENING. SEE PLAN FOR LOCATION OF NEW SLIDING
FL
0°
CHAIN LINK GATES.
(96.40)
LP LIGHT POLE
EL, 103.16'
MISCELLANEOUS
A
*LP
© 225'
ELEVATIONS
PROVIDE 3 WIDE SECTION OF CENTIPEDE SOD (PINNED) AT OUTSIDE
c9ss2') (EXIST)
96,2' PROPOSED
PERIMETER OF NEW PARKING LOT AREA AND AT OTHER DISTURBED
AREAS. PROVIDE CENTIPEDE SOD (PINNED) AT SIDESLOPES OF RAMP FROM
UPPER LOT. APPROXIMATELY 265 SY OF CENTIPEDE SOD REQUIRED.
(93 ')
ONCE 265 SY CENTIPEDE SOD IS DEPLETED, SEED ALL OTHER DISTURBED
l0 :
37' 9 , '
AREAS IN ACCORDANCE WITH SEEDING SCHEDULE ON SHEET C5.
O
ADDITIONAL SOD REQUIRED FOR IMPROVEMENTS ON SHEET C2 & C4.
BB327
52')
FRtsr
i
i
pQPrAg _
(94,50')
UNIMPROVED AREA
95.3'
s
_ '
967'
P
(94.57')
95.1'
#
LP
(AS RANG f RO \\FG
qD
\ ��
F( EXIST, ABC BASE
\ e
lost
4y
�Q C
ti�
/O
E 95
LP I
i
A< cPergrF41F
V
\ N,
94
200' v
BASIN
#5
�<
4
,
(94,4J''
_
NEW GATE LP
© (93,76')
�\ BASIN #4
g
94,
<
yen,°
�ABo) R ANG�
94.3'
ro
Fw<FNcf
RGAD <93:10')
\\
= e3 F
�
BAS #"3
93:6'
�
�
-
/LP
��
BASIN #2
�\
92:8' j°�8q#
IGENERAL
NOTES:
V GETATED
WOODS
�fn1p
�AacRANGf
F LTER AREA
0' X 110'
RpgD �
1. SEED ALL DISTURBED AREAS NOT COVERED WITH SOD. SEE SEEDING SCHEDULE
90
ON SHEET C5.
2. NO WETLANDS ARE LOCATED WITHIN THE BOUNDARIES OF
THIS PROJECT.
C=3
WOODS
A F
so
$ •, P d - DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
WOODS'V
�o��� MARINE CORPS BASE
AA4Ae„@,ti,._rg,a
GRAPHIC SCALE
��
CAMP LEJEUNE, NORTH CAROLINA
30 o is 30 60
120
f
DES. B. O'CONNOR, PE, PLS
SBB 342
dF
DR. B. O'CONNOR, PE, PLS
CF
CHK. MATT PHREY, PE PARKING LOT
( IN FEET)
1 inch = 30 It.
R°9d
SUBMIT ED BYMB. O'CONNOR, PE, PL
GRADING,
PAVING, & FENCING
DESIGN DIR. B. MARSHBURN, PE GRADING, PAVING, & FENCING
\
DATE: SIZE ODE (DENT NO PWO DRAWING NO.
08/29/2008 F 80091 60001547
CONST. CONTR. NO.N62470-08-8-0130
--
— —
— —
SCALE: AS SHOWN SPEC. 05-08-0130 1 SHEET 4 OF 8
Ju% b'c � C S-3(-

NOTES KEYED TO PLAN:
INFILTRATION BASINS
OCONSTRUCT THREE (3) NEW INFILTRATION BASINS 26' WIDE BY 125' LONG. L44 QI`ed 91.E �4,
INFILTRATION BASINS TO HAVE 3:1 SIDE SLOPES AND DEPTH AS
INDICATED. CONNECT SWALE TO INFILTRATION BASINS WITH CONNECTING
SWALES AS SHOWN. c,,aZ +4jo Woo -�Df G� 6; —\cxl 6 `MQyhi 0hS
O
O
O
CLEAN SILT FROM TWO (2) 26' X 80' SEDIMENT BASINS AND CONVERT TO
26' X 125' INFILTRATION BASINS. INCREASE DEPTH AS INDICATED.
FOR NOTES A AND B ABOVE — LINE ALL SWALES AND SIDE SLOPES OF BASINS
WITH PINNED CENTIPEDE SOD. BOTTOM OF BASINS SHALL HAVE 4" OF CLEAN SAND.
CENTIPEDE SOD REQUIRED FOR IMPROVEMENTS ABOVE IS 605 SY. ADDITIONAL SOD
REQUIRED FOR IMPROVEMENTS ON SHEET C2 & C3.
CONSTRUCT 110 LF CONCRETE LEVEL SPREADER. SEE DETAIL ON SHEET C6.
LEVEL SPREADER LIP ELEVATION = 90.50'.
CONSTRUCT 50' BY 110' VEGETATED FILTER AREA. GRADE AS INDICATED.
INSTALL 204 SY CENTIPEDE SOD.
CONSTRUCT CONCRETE FLOW SPUTTER. SEE DETAIL SHEET C6.
Basin Dimensions Based on
Elevation
Elevation (Feet)
Basin 1-4 (Feet)
Basin 5 (Feet)
87.8
2' X 101' (Floor)
N/A
89.3
11' X 110'
11' X 110' (Floor)
91.8
26' X 125'
26' X 125'
92.3
29' X 128'
29' X 128'
GENERAL NOTES:
1. SEED ALL DISTURBED AREAS NOT COVERED WITH SOD. SEE SEEDING SCHEDULE
ON SHEET C5.
2. NO WETLANDS ARE LOCATED WITHIN THE BOUNDARIES OF
THIS PROJECT.
3. SOIL BORINGS PERFORMED BY LAND MANAGEMENT GROUP ON 8-7-2008 AND
CONFIRMED BY VINCENT LEWIS ON 8-21-2008. SEE SOILS REPORT ATTACHED
TO CALCULATIONS.
3(�

TECHNICAL SPECIFICATION:
1. CLEARING & GRUBBING:
A. REMOVE ALL TREES, STUMPS, ROOTS AND
ORGANIC DEBRIS GREATER THAN 2 INCHES IN DIAMETER FROM THE PROJECT AREA.
TYPICAL CURB AND GUTTER,
2. EXCAVATION, BACKFILLING AND COMPACTING:
FILL IN OVER THE FOOTER
A. SELECT FILL - ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH MAXIMUM OF 10 PERCENT PASSING #200 SIEVE.
AND LEAVE 3"-4" LIP
B. PLACEMENT - PLACE IN 6 INCH MAXIMUM
LIFTS.
C. COMPACTION: SUBGRADE - 95% ASTM D 698
SELECT FILL - 95% ASTM D
698
3. PAVING AND STONE BASE COURSE: REF: NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, JULY 2006 EDITION (NCDOT R/S)
5' WIDE SECTION OF
4" DEEP #57 STONE
A. TACK COAT - GRADE MC-30 OR RC-30 CONFORMING
TO NCDOT R/S SECTION 605.
B. ASPHALTIC CONCRETE SURFACE COURSE -
SUPERPAVE MIX TYPE S-9.5C.
EMERGENCY SPILLWAY
C. AGGREGATE BASE COURSE - NCDOT SIZE
ABC CONFORMING TO NCDOT R/S SECTIONS 1005 AND 1010.
VEGETATED FILTER-,,,,,,, °
°
INSIDE SLOPE
�OF SWALE
SEEDING SCHEDULE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
— UNDER STONE, PLACE NON -WOVEN
III III III
III
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
— GEOTEXTILE FABRIC MIRAFI 140-N
SEED BED (JANUARY THROUGH DECEMBER)
NEW 2" BITUMINOUS SURFACE COURSE 6
LIME 1-1/2 TON PER ACRE
SUPERPAVE S-9.5C
FINISH GRADE
FERTILIZER 1/2-TON PER ACRE
LEVEL SPREADER LIP
TEMPORARY SEED (JANUARY THROUGH DECEMBER)
NOT TO SCALE
NEW 4,� ABC STONE BASE
TO BE PROVIDED IN ADDITION TO OTHER SEEDS LISTED
/\\\ /
RYE GRAIN 50 LBS PER ACRE
> 0 0 0 0 0 0 0 0 0 0 0 0 0\\j\\j�
SWITCH GRASS 9 LBS PER ACRE
EXISTING STONE BASE
(DEPTH VARIES)
)00000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0//\\\\
APRIL THROUGH NOVEMBER:
ATLANTIC COASTAL PANIC GRASS 8 LBS PER ACRE
\\ \\ \ \\ ' \\ ' �\ ' �\ ' �\ ' \\ \\ \\ \\ \\�\\��
COMPACTED SUBGRADE\
EASTERN GAMMA GRASS 8 LBS PER ACRE
//
BROWNTOP MILLET 5 LBS PER ACRE
DECEMBER THROUGH MARCH:
LADINO CLOVER 3 LBS PER ACRE
WIDTH VARIES
PARTRIDGE PEA 5 LBS PER ACRE
PROVIDE CENTIPEDE SOD
O TYPICAL PAVEMENT SECTION
PROCEDURE
FOR AREAS WITH EXISTING ABC BASE ONLY
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
4
NOT TO SCALE
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
1 �—
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
\//\//
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
//
TO BLOWING AND WASHING.
/\//\\//\// \\/\\/\\/\\/\\/\\�
\THE
CONTRACTOR STAND O
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NEW 2" BITUMINOUS SURFACE COURSE 6"
SUPERPAVE S-9.5CTHEj,\\/�\
GRASS OVERTHE ENTIRE DISTURBED AREALIF NECESSARY
FINISH GRADE
N AS TO
OINNGROW REN
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N SEED GERM NOATIOINLOREAID HTIMESAOFIST
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
TYPICAL GRASS LINED SWALE
NEW 8., ABC STONE BASE
\//
\ \
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
NOT TO SCALE
//\\\//
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
RESEEDING WILL BE REQUIRED AS NECESSARY BY
AREAS.
COMPACTED SUBGRADE\
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
OTYPICAL PAVEMENT SECTION
FOR AREAS WITH NO EXISTING ABC BASE OR PAVEMENT
NOT TO SCALE
15'
MIN
6' THICK LAYER
OF COARSE AGGREGATE
(2" TO 3' DIA STONE) poo
i
�'CD o
75' MIN
6'
MIN
6'
MIN
EDGE OF EXIST. PAVEMENT
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.:. CM5
TEMPORARY CONSTRUCTION ENTRANCE (CE)
® DEPARTMAENT ROF ITNHE E CVOAL RPESENG,BRANOSEAND
GtNE t M 'si�fYY
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NOT TO SCALE
CAMP LEJEUNE, NORTH CAROLINA
DES. B. O'CONNOR, PE, PLS SBB 342
DR. B. O'CONNOR, PE, PLS
CHK. MATT HUMPHREY, PE PARKING LOT
SUBMITTED BY: B. O'CONNOR, PE, PL
DESIGN DIR. B. MARSHBURN, PE DETAILS
DATE: SIZE ODE IDENT NO PWO DRAWING NO.
08/29/2008 F 80091 60001548
CONST. CONTR. NO.N62470-08-B-0130
SCALE: AS SHOWN SPEC. 05-08-0130 1 SHEET 6 OF 8

EXTEND FABRIC AND
WIRE INTO TRENCH
COMPACTED
BACKFILL
Y•
CONSTRUCTION SPECIFICATION
MATERIALS:
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, WHICH IS SHOWN IN PART IN
TABLE 6.62B.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN
ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO
PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT A TEMPERATURE
RANGE OF 0 TO 120" F.
2. 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.
3. FOR REINFORCEMENT OF STANDARD STRENGTH
FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM
14 GAUGE AND A MAXIMUM MESH SPACING OF 6
INCHES.
CHAIN LINK FABRIC:
ASTM A 392. CLASS II
NTH 9—GAGE HARE WOVEN
IN A 2—INCH MESH
NIROUND RO
SHOWN FOR
EF. ONLY)
PULL POST
TIE NABS
ALUMINUM ALLOY OF 0.144—INCH DIAMETER
FOR ATTACHING FABRIC TO TOP RAIL AND
TO INTERMEDIATE POSTS. PREFORMED CLIPS
OF 6—GAGE, ZINC —COATED, STEEL WIRE
MAY BE USED FOR ATTACHING FABRIC TO
INTERMEDIATE POSTS.
SCHEDULE 2
SWING GATE POST DIAMETER REQUIREMENTS
GATENDTH
PIPE SIZE
OUTSIDE
DIAMETER
WALL
THICKNESS
SINGLE
DOUBLE
LEAF
LEAF
TO 6'
TO 12'
2.875"
.160 MIN.
6' TO 13'
12' TO 26'
4.000"
.237 MIN.
13' TO 18'
26' TO 36'
6.625"
.280 MIN.
WIRE FENCING AND
WOVEN GEOSYNTHETIC
FILTER FABRIC
i
SILT FENCE
NOT TO SCALE
PATS DACT
GATE HINGE
N.T.S.
'EL POSTS
O.C. W/WIRE
►i
6" WIDE SOLID CMU WIER
BYPASS SWALE TO OUTLET -SIZE AS INDICATED
NOTE:
1. REMOVE ANY SEDIMENT GREATER
THAN 12" DEEP. REPAIR ANY
UNDERMINING IMMEDIATELY.
2. STONE OUTLET TO BE ADDED
AT LOW POINTS IN SILT FENCE,
SEE DETAIL.
3. CONTRACTORS OPTION TO USE AT
TOE OF SLOPES ADJACENT TO
PAVEMENT TO PROTECT PAVED
SURFACES.
4. FABRIC SHALL BE INSTALLED
ON THE UPSLOPE SIDE OF
THE WIRE FENCING.
L
DW 100,
E SWNG
GALVANIZED BARBED HARE 3 STRAND
NO. 12-1/2 GAGE (ATSM A 121. CLASS 3)
MATH 0.08 & NO.14 GAGE 4 POINT
BARBS SPACED AT 5" MAX. CENTERS
BARBWIRE EXTENSION
ARM -OUT BOARD
e
BRACE —POST
LINE POSTS B BRACE POSTS SHALL
BE ZINC-GALV. COATED, 1.9 INCH
O.D.) PIPE, 0.120 WALL THICKNESS
ND GALV. CORNER POSTS TO BE 1875
O.D. PIPE, 0.160 WALL THICKNESS
ARM
1-5/8" STD.
WEIGHT
PIPE
3/8" TRUSS
ROD
SECURITY FENCE DETAILS
NOT TO SCALE
BY-PASS SWALE TO OUTLET
G
AMBE
6'
LLET C
"
.:i
I 6,
L a
i
J
m
OUTLET SWALE TO BASIN Yi I
PROVIDE OUTLET PROTEC III...
INVERT OF FLOW SPLITTER=90.6'
DOME CAP
TENSION BANDS
1-5/8" TOP RAIL
END CUP OFFSET
10' MAX
TENSION
TURNBUCKLE
BRACE POST SCHEDULE 1
(CONCRETE fc a 3000 PSI)
POST TYPE
MINIMUM CONCRETE
DIAMETER
MINIMUM POS
EMBEDMENT
LINE
12"
3'-0"
CORNER, BRACE
16'
3'-0"
& PULL
GATE
16'
4'-O"
TENSION
BAND
4'-0'
GATE
BANDS
0
SWALE INLET FLUSH
WITH INSIDE WALL
W/ INLET PROTECTION
OUTLET SWALE TO BASINS L2 5
PROVIDE OUTLET PROTECTION
CENTER FRAME AND COVER
OVER INLET CHAMBER
k GRATE FOR CLEANOUT
THICK CONCRETE TOP
NFORCED WITH #6 AT 6' OC EACH WAY
CMU-GROUT FILL ALL CELLS
#5 DOWEL 0 16" OC
EACH SIDE
CONCRETE BASE
I 7,x7/
SECTION A -A
DROP INLET/FLOW SPLITTER STRUCTURE
NOT TO SCALE
FLOW SPUTTER STRUCTURE
NOT TO SCALE
NOTES
1. FOR GROUNDING REQUIREMENTS SEE ELECTRICAL PROTECTION.
METAL GATES
1. EACH GATE POST SHALL BE GROUNDED MATH #6 A.W.G. BSDC
CONDUCTOR TO A SEPARATE DRIVEN 8 FOOT LONG 3/4" DIAMETER COPPER
CLAD GROUND ROD DRIVEN SO TOP IS A MINIMUM OF i FOOT BELOW
FINISHED GRADE. CONDUCTOR SHALL BE ATTACHED TO GATE POST AND
GROUND ROD WITH "U" BOLT TYPE GROUND CLAMPS.
2. EACH LEAF OF METAL GATE SHOULD HAVE BRAIDED FLEXIBLE COPPER
STRAP (O.Z. MFG. CO. NO. FB-100-05-1 OR EQUAL) BOLTED TO GATE
LEAF AND TO GATE POST WITH "U" BOLT TYPE GROUND CLAMPS.
METAL FENCES
1. FOR FENCES WITH METALLIC POSTS SET IN CONCRETE, THE GROUNDING
SHALL BE ACCOMPLISHED BY USING AN 3/4" MINIMUM DIAMETER
GALVANIZED IRON PIPE DRIVEN INTO THE GROUND A MINIMUM OF 3
FEET. THE IRON PIPE SHALL BE SO LOCATED AND DRIVEN THAT IT SHALL
BE AGAINST THE FENCE IN ITS FINAL POSITION. THE LENGTH OF THE PIPE
SHALL BE SUCH THAT WHEN IT IS DRIVEN INTO THE GROUND THE
SPECIFIED DEPTH, THE TOP OF THE PIPE SHALL BE AT THE SAME HEIGHT
AS THE FENCE. THE PIPE SHALL BE TIGHTLY FASTENED MATH NO. II
GALVANIZED IRON MARE TO EACH STRAND OF A BARBED MARE FENCE AND
AT THE TOP, CENTER, AND BOTTOM POINTS OF A WOVEN WIRE OF A CHAIN
LINK FENCE.
2. ONE GROUNDING PIPE IS REQUIRED FOR EACH 500 UNEAR FEET OF
FENCE, OR FRACTION THEREOF. SECTIONS OF FENCE, REGARDLESS OF
LENGTH, ISOLATED BY GATES, GAP AT SPLICES, OR PLASTIC CONNECTORS,
SHALL BE GROUNDED INDEPENDENTLY.
3. FOR FENCE MATH INTRUDER GUARDS, OR WHICH ARE CONSTRUCTED
OF WOVEN WIRE AND BARBED WIRE MATH VERTICAL STAY WIRES, THE PIPE
HEIGHT SHALL BE AT LEAST TO THE TOP OF THE WOVEN SECTION OR
CHAIN LINK FABRIC.
TOP OF BANK-92.S MINIMUM (TYP)
1
ELEVATION-91.8'
CLEANOUT BOTTOM k
ON SHEET C-3)
— BOTTOM ATION
IN. 4" MIN. -.BC
5.8'
SAND
SIDESLOPES LINED WITH SOD
INFILTRATION BASINS #1-4 CROSS-SECTION
NOT TO SCALE
OF BANK-92.3' MINIMUM (TYP)
ELEVATIOI
CLEANOUT BOTTOM do
ON SHEET C-3
4"
SIDESLOPES LINED WITH SOD
INFILTRATION BASIN #5 CROSS-SECTION
NOT TO SCALE
NATURAL
TOP LENGTH 5' MIN,
T- l
3600 CU FT/ ACRE ti
4' MIN,
CROSS SECTION
D TO EXTEND TO
OUTSIDE BASIN PERIMETER
D TO EXTEND TO
OUTSIDE BASIN PERIMETER
5' MAX.
VFILTERI FABRIC
EXTEND TRAILING SECTION OF ROCK AS
REQ'D TO ACHIEVE
STABLE CONDITIONS,
BY-PASS 6'
BELOW
SETTLED TOP
OF DAM
GROUND 13' MIN, I FABRIC
STONE SECTION
ROCK USED FOR OUTLET TO BE A WELL -GRADED MIXTURE OF STONE WITH A D-50 SIZE OF 9
INCHES (CLASS B EROSION CONTROL STONE) AND A MAXIMUM STONE SIZE OF 14-INCHES,
SEDIMENT TRAP
NOT TO SCALE

TOTAL WATERSHED AREA "PROJECT AREA"
DISTURBED AREA - SEDIMENT & ER❑SI❑N CONTROL
IMPERVI❑US AREA - PRE -DEVELOPMENT
AREAS C❑NTRIBUTING RUNOFF TO NEW SEDIMENT BASINS
IMPERVI❑US AREA - POST -DEVELOPMENT "DRAINAGE AREA"
TOTAL WATERSHED
AREA
171,480
SF
3.940
AC
IMPERVI❑US AREA -
PRE-DEV
56,623
SF
1.300
AC
IMPERVI❑US AREA -
P❑ST-DEV
111,526
SF
2,560
AC
DISTURBED AREA -
S&EC
105,835
SF
2,430
AC
AREAS C❑NTRIBUTING
RUNOFF TO
NEW SEDIMENT BASINS
BARE S❑IL
62,365
SF
1.432
AC
PAVED -ABC
17,293
SF
0,397
AC
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