20020570 Ver 1_Site Plan_20020415

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GRAPHIC SCALE
L" e000 0 0000 6000 ,ZD'A pA000
mm
( IN FM
HOLLY RIDGE I inch = 6000(t.
LOCATION MAP U.S. MARINE CORP' D BASE, CAMP LEJEUNE, N.C.
SCALE: I" = 6C00' ;i,
Spimgs
Hill
J—RRY
Pollocks,ille
yFH w0
Dixon C. m L J' N
f, x , ,
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All, 1. 10 RD
GRA x SOME IN MILES
aolton W-d Q.
VICINITY MAP CAMP LEJEUNE, N.Co
0
O
SEAL
18589 z
fill
MAR *t 8 20OZ
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
DES. ALEX R. WOOD
RIVER ROAD EXTENSION
INTO FRENCH CREEK
LOCATION AND VICINITY MAP
DR. TERRY L. DICKIE
CHK. ALEX R. WOOD
SUBMITTED BY:
DESIGN DIR. C. H. BAKER, PE
APPROVED: PWO OR OICC DATE
SIZE
F
�'ODE IDENT NO[C
80091
NAVFAC DRAWING NO.
A54561
R. NO. N62470-02-8-33,
ONST. CONTR.
SATISFACTORY TO: OAT?
SCALE: NOTED 05-02-3329 ISHEET I OF 27

NOTES KEYED TO PLAN
`�
AO CLEAR AND GRUB.
,
\ /.
\ \ \
°1 REMOVE EXISTING GRAVEL ROAD.
0C REMOVE EX SING HEAD FACILITY AND LIFT
\ J,
/jr1.
STATION. CAP EXISTING WATER AND SEWER
�^
\ !j 11
//// / ! ! / /±f C
'
SERVICES BELOW GRADE.
-
,�
! /l,
/�
V/ REMOVE EXISTING CONCRETE VAULT.
111 r�r
Jl i 1i�1.f A` /
fl RELOCATE EXISTING SWING .SET. SEE SITE LAYOUT
PLAN FOR NEW LOCATION.-
r�� r
1�"�
10 REMOVE EXISTING ABANDONED FIRE HYDRANT AND
H / Ut � �•'� .�, r+ �>'q /�'G� �
VALE CAP LINE BELOW GRADE.
/ Ir ZIb'f1
PROVID E CENTIPEDE SOD OVER EXISTING GRAVEL
RC. >�
/1.�1 KJq�y` �ta�`- a.-��_
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f
GENERAL NOTES
CARD %
; OfL yvms'n7up < - C113
--
-- - - ----
1. REMOVE ABANDONED WATER AND SEWER LINES
AS NECESSARY TO ACCOMPLISH NEW WORK. CAP
ENDS BELOW GRADE.
SEAL 0
� 18589 ' =
c—
e�Glnc`c�
o
/liiFk
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
RInpO��
mrnnR y ti
z ^�
CAMP LEJEUNE, NORTH CAROLINA
DES. ALEX R. WOOD
RIVER ROAD EXTENSION
DR. TERRY L, DICKIE
GRAPHIC SCALE
INTO FRENCH CREEK
CHK. ALEX R. WOOD
s
STA 4 +00 THRU 14 +00
SUBMITTED BY:
DESIGN DIR. C. H. BAKER, PE
EXISTING CONDITIONS AND SITE DEMOLITION PLAN
(IN FEET)
APPROVED: PWO OR OICC DATE
SIZE
ODE (DENT NO
NAVFAC DRAWING NO.
I In�h = 30 ft.
WAR 2 8 2602
F
80091
4
SATISFACTORY TO: DATE
-
CONST. CONTR. NO.N62470 -02 -B -3329
SCALE: NOTED SPEC. 05 -02 -3329 SHEET a OF 23

NOTES KEYED TO PLAN
Q CLEAR AND GRUB.
Q REMOVE EXISTING GRAVEL ROAD.
© REMOVE EXISTING ASPHALT PAVEMENT.
Sy
� t �
-;:JS-
CLEARiN ITS
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r
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1. REMOVE ABANDONED WATER AND SEWER LINES 18589 -
AS NECESSARY TO ACCOMPLISH NEW WORK. CAP a� s`
ENDS BELO`N GRADE. /�',q� /rEk 711IOw
DES. ALEX R. WOOD
GRAPHIC SCALE OR. TERRY DICK
CWK. ALEX R. WOOD
J0 30 w SUBMITTED BY:
DESIGN DIR. C. H•
( IN FEET ) APPROVED: PWO OR
i inch - 30 it
''. MAR 2 8 2002 SATISFACTORY TO:
DEPARTMENT OF THE NAVY NAVAL FACIUTIES ENGINEERING CORM
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
RIVER ROAD EXTENSION
INTO FRENCH CREEK
STA 14 +00 THRU 24 +50
PE EXISTING CONDITIONS AND SITE DEMOLITION PLAN
DATE SIZE ODE (DENT NO NAVFAC DRAWING NO.
F 80091 4565
DATE CONST CONTR NO N62470-01--
\
SCALE: NOTED ISPEC. 05 -02 -3329 1 SHEET 5 OF
\ fl
Q
PROVIDE CENTIPEDE SOD OVER EXISTING GRAVEL
ROAD
Q
REMOVE EX STING 18" PIPE.
'
O
RDAOVE ExiSTING ARCH CULVERT.
d
ly
l
a
fiNV\
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i 6.54 \ \�
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1.15
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1. REMOVE ABANDONED WATER AND SEWER LINES 18589 -
AS NECESSARY TO ACCOMPLISH NEW WORK. CAP a� s`
ENDS BELO`N GRADE. /�',q� /rEk 711IOw
DES. ALEX R. WOOD
GRAPHIC SCALE OR. TERRY DICK
CWK. ALEX R. WOOD
J0 30 w SUBMITTED BY:
DESIGN DIR. C. H•
( IN FEET ) APPROVED: PWO OR
i inch - 30 it
''. MAR 2 8 2002 SATISFACTORY TO:
DEPARTMENT OF THE NAVY NAVAL FACIUTIES ENGINEERING CORM
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
RIVER ROAD EXTENSION
INTO FRENCH CREEK
STA 14 +00 THRU 24 +50
PE EXISTING CONDITIONS AND SITE DEMOLITION PLAN
DATE SIZE ODE (DENT NO NAVFAC DRAWING NO.
F 80091 4565
DATE CONST CONTR NO N62470-01--
\
SCALE: NOTED ISPEC. 05 -02 -3329 1 SHEET 5 OF

\ _ _ - -
1
N E W R I V E R
•p� N
l
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\ m
i
J) cJrp 1 ( }
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RANGE 0 -30 CL'ARWG LIMITS
CONCRETE
- JUNCTION +SOX ^ UP
SEPTIC --3 \�' �MH E riP5A8' X'! G r -f 75.x3 4UP u� )/ LINED DITCH
Ned/ HIS
TANK � rocs i��. � G ! �, /, / C NV
2.32
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2.32
—�
55 -r SP"
p,
CLEARING LIMITS t q �7 �. J Z1-4
� '
' r
,'/ D F �� RIVER ROA
STOP ASPHi�T M-- --- -i{ - -- - - --
Il M -----------
_72,'In/.
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CLEARING LIMN
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Q
18589 g -1 - - - - DEPARTMENT OF THE NAVY NAVAL FACILITIE
1, REMOVE ABANDONED WATER AND SEWER LINES
As NECESSARY TO ACCOMPLISH NEW WORK. CAP �2Nllvhlla' 6� da' MARINE CORP!
rI71rtII III nn �,.✓ .CAMP LEJEUNE, NORTH C
DES. ALEX R. WOOD RIVER ROAD EXTI
DR. TERRY
GRAPHIC SCALE CHK. ALEX R, INTO FRENCH C
o s so o SUBMITTED BY: STA 24 +50 THRU
DESIGN DIR. C:. H. BAKER, PE EXISTING CONDITIONS AND SITE C
IN FEET) APPROVED: PWO. OR OICC DATE SIZE ODE IDENT NO NAVFAC
LUtIC O
1 inch = 30 ft. 2. U O71f�9
F 80091
4 SATISFACTORY TO: DATE CONST. CONTR. t`
SCALE: NOTED is PEC. 05 -02 -3329
/
i�
z
I
r
NOTES KEYED TO PLAN
_
AO
CLEAR AND GRUB.
=
©
REMOVE EXISTING GRAVEL ROAD.
III
REMOVE EXISTING GRAVEL JOGGING TRAIL.
OD
REMOVE EXISTING CONCRETE PAD.
REMOVE EXISTING STRUCTURE 5556.
V
REMOVE EXISTING STOP SIGN.
O
REMOVE EXISTING DRINKING FOUNTAINS,
O
REMOVE EXISTING HEADWALL AND t5' OF
i
CONCRETE LINED DITCH.
! '
0I
RELOCATE EXISTING D30 RANGE SIGN. SEE SITE
,
LAYOUT PLAN FOR NEW LOCATION.
Q
REMOVE EXISTING BOLLARDS.
'A011c"I'lliMb
Q
18589 g -1 - - - - DEPARTMENT OF THE NAVY NAVAL FACILITIE
1, REMOVE ABANDONED WATER AND SEWER LINES
As NECESSARY TO ACCOMPLISH NEW WORK. CAP �2Nllvhlla' 6� da' MARINE CORP!
rI71rtII III nn �,.✓ .CAMP LEJEUNE, NORTH C
DES. ALEX R. WOOD RIVER ROAD EXTI
DR. TERRY
GRAPHIC SCALE CHK. ALEX R, INTO FRENCH C
o s so o SUBMITTED BY: STA 24 +50 THRU
DESIGN DIR. C:. H. BAKER, PE EXISTING CONDITIONS AND SITE C
IN FEET) APPROVED: PWO. OR OICC DATE SIZE ODE IDENT NO NAVFAC
LUtIC O
1 inch = 30 ft. 2. U O71f�9
F 80091
4 SATISFACTORY TO: DATE CONST. CONTR. t`
SCALE: NOTED is PEC. 05 -02 -3329

NOTES KEYED TO FLAN
Q PROVIDE 10" COMPACTED ABC BASE COURSE AND
2" THICK ! -2 ASPHALT TOP COURSE,
PROVIDE 4" COMPACTED ABC BASE COURSE AND
2" THICK I -2 ASPHALT TOP COURSE.
�C PROVIDE 2' WIDE GRASS SHOULDER. -
�D PROVIDE 6' WIDE GRASS SHOULDER.
V.`_./ PROVIDE NEW ROADSIDE SCALE. SEE. GRADING
PLAN FOR ELEVATIONS. - -
V PROVIDE 1.5' WIDE CONCRETE GUTTER. MATCH
EXISTING ELEVATIONS.
O PROVIDE NEW "STOP" SIGN.
V PROVIDE NEW "STOP AHEAD" SIGN (W3 -1A)
O PROVIDE 24" WIDE WHITE STOP BAR.
O PROVIDE 4' WIDE WHITE EDGE LINE.
O PROVIDE 4" WIDE YELLOW DOUBLE SOLID C €NTER.
LINE
I
I
c
i
3q
! I I
� e
�- I YH ILP
-- -r+-- --- -- - - - -A -- - - - - -o- I—s
9
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OLP
YELP
ryc
G=a
HAS
W
N5T50'20 °W �
j✓% FUTURE ROAR AND TRAIL EXTENSIO;,".,_ / 4 CLEARING LIMITS
s / (NOT CONTRACT)
_
— — >
— — — — — — — — — — — — — — — — — — — — —
— — — — —
{ ,u l� f, ';✓ F;) u s
a, 3
r
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a
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— — — — — — — — — — — — — — - — — — L, x.CY 4^',s ,s _` ..r..� ..� 4 ...:six- ` s r:. 5 2 r... ., r,+y�d ..,t; sra' ,0
r, , . w,..n... .. ..= a . n z :,t r T,',r..5 i r
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- - -- ----- - - - - -- - - - - -- ------ - - - - -- -- - - - -- - - - -- -- - - - - -- -- _
� ° .. �' . .
} V
_W W3 2a "FM __
_ ii: ____�,3_ _____ _ W3 ----------- VVU---- ___-- __W3____ ____ _pNj...__- ____- __W�__________ ,N3_____ ���__________INJ----------- W3_ - .� - oi- - ___ - - -_ yN3_____--_- __yN3___________yV3___- __ -____ a______ -_ F � - -
i
__ N .
,W ____ yq_ ___YY3________ - --
_____
_ � W } ---------- W3___________ry3 _____ __ VV3___-__ °_ -- _
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- i
r- W3_______ yVj___________W3 ____ _ - VN3___- _______N3________ __w� ____ _;1• _________- M `� I
---, n Wd---___--"+ d----------✓{ U'---- --- --'rV3-- ---____-_Wd'_— ___- {' dH o
S57'50'20 "E W�-
---- -- °- -- --` ABANDONED -,-- --"- .}L--- 605.30'
, - -' -- --W3 --- -- - -- Xa3- n- - - -�-- w A
METAL. i I ------------- VN3 ----------- w3- - ._y.}3_____
BOLLARD -- -W3-- '- -- ---Wj- -- -- hti -wd-- _.
10;15yEp (TYP)
OUR
-- Wj'agPN00 r �I
`\�J��05H IGItntiv�Giiip�
1. PREMARK OR MARKINGS AND REQUEST
APPROVAL PRIOR TO APPLICATION OF PERMANENT
NO PASSING ZONE: STA 0+33 THRU 7 +50
PASSING ZONE NORTH BOUND LANE: STA 7 +50 THRU 13 +40
EXISTING IMPERVIOUS AREA = 0.60 AC
SEAL
y 18589 a
MARKINGS
PASSING ZONE SOUTH BOUND LANE: STA 13+40 THRU 19+40
NO PASSING ZONE: STA 19+40 THRU 2708.50
NEW IMP .VIOUS AREA = 2.67 AC
BOUNDA .' = 14.10 AC
s
� � I J��
�'�9 mlaiiimm�amo»n`� Qx.`
oepAerMENi OF THE NAVY NAVAL FACILITIES ENGINEEFING COMMAND
MEN R f HE E
PERCENT iIMPERVIOUS = 23%
CORPS ��
M y
CAMP LEJEUNE. NORTH CAROLINA
6
DES. ALEX R. WOOD
RIVER ROAD EXTENSION
-
GRAPHIC SCALE
DR. TERRY L. DICKIE
50 0 i5 'A 80 120
CHK. ALEX R. WOOD
INTO FRENCH CREEK
SUBMITTED BY:
STA 0 +00 THRU 4 +00
" FEET
DESIGN DIR, C. H. BAKER, PE
NEW WORK PLAN
-
inch
i inch = 30 ft.
APPROVED: PWO OR OICC
DATE SIZE ODE (DENT NO NAVFAC DRAWING N0.
MAR 2 8 2002
F $0091 5
SATISFACTORY TO:
DATE CONS7 . CONTR. NO.N62470 -02 -8 -3329
-
SCALE: NOTED SPEC. 05 -02 -3329 ISHE ET 7 OF 23

N01'ES KEYED TO PLAN
PROVIDE t0" COMPACTED ABC BASE COURSE AND
-
\
2" THICK 1 -2 ASPHALT TOP COURSE.
Q
PROVIDE 4" COMPACTED ABC BASE COURSE AND
2" THICK 1 -2 ASPHALT TOP COURSE.
/
\
O PROVIDE 2* WIDE GRASS SHOULDER.
J" r
© PROVIDE 6''MOE GRASS SHOULDER.
O PROVIDE NEW ROADSIDE SWALE. SEE GRADING
)
PLAN FOR ELEVATIONS`
fi�T`Y
O PROVIDE NIEW "NO VEHICLES" SIGN.
Q PROVIDE 8' WIDE HI- VISIBILITY CROSSWALK,
�
0 PROVIDE a" WIDE WHITE EDGE LINE.
s \
PROVIDE :" WIDE YELLOW DOUBLE SOLID CENTER
` \ \
7?
LINE,
\ \
�( �..e CLEAR ING �kIMITS`
PROVIDE 4" WIDE YELLOW SKIP CENTER LINES
` cc J--- --'GS
-'
"OtP
PASSNC SIDE.
-
30 SS _�-- -I
PROVIDE WIDE YELLOW CENTER LINE
� -- l
SS
- J \ \�
n
NO-PASSING SIDE.
d''
'I�� �/
.� -_ `•BSI J. / �,
Q cSTABL:SH NEW 25' WIDE CREEK WITH 3:1 GRASS
�,.5
-SS _f_i•�y'- z
LINED SIDE SLOPES.
LtP —SS-'—
30 -- -SS-- - -- -"
SS A84NOONED
D G iA f
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a
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CLEARING LI_ e. o CLEARING LIMITS .v m
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SCALE: NOTED. SPEC. 05 -02 -3329 ISHEET 8 OF 23
-
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PROVIDE 10` COMPACTED ABC BASE COURSE AND fl PROVIDE 4" WIDE WHITE PARKING. SPACE LINE
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SCALE: NOTED ISPEC. 05 -02 -3329 1 SHEET 9 OF 23

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SCALE: NOTED' SPEC. 05 -02 -3329 SHEET 11 OF 23

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SCALE: NOTED ISPEC. 05 -02 -3329 ISHEET 14 OF 23
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20
- - — — — — — -- 20 — — — — — — — — 0 20 40 -100 -80 -60 -40 -20 0 20 40
-100 -80 -60 -40 -20 0 20 40 -100 -80 -60 -40 -20
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
1"=30' HORIZONTAL
1"=3' VERTICAL
7+50
24 — — — — — — — — —
20 — — — — — — —
20 — — — — —
16 L --- L-
-100 -80 -60 -40 -20 0 20 40
24 24
20 20
7+00
- - - - - - - - - --
'J
-100 -80 -60 -40 -20 0 20
24 24
20 20
6+50
_71T
-100 -80 -60 -40 -20 0 20
24 24
20 20
6+05.30
IR 0i
0 N
-100 -80 -60 -40 -20 0 20 40
20
16
24
20
24
20
24
20
5 18589 ff
DEPARTMENT OF THE NAVY NAVAL FACI01
%
MARINE CORP
5�
CAMP LEJEUNE. NORTH
DES. ALEX R. WOOD
RIVER ROAD EX
DR. TERRY L. DICKIE
INTO FRENCH
CHK. ALEX R. WOOD
STA O+OOTHR(
SUBMITTED BY:
DESIGN DIR. C. H. BAKER, PE
ROADWAY SECT[ - ( .
APPROVED: PWO OR OICC
DATE
SIZE
ODE IDENT NO
NAVFA
F
80091
4. A
MAR 2 8 2002
SATISFACTORY TO:
DATE
CONST. CONTR.
SCALE: NOTED SPEC. 05-02-332

25 +50
1
32 r'--r
-
32
26 +50
28
28
28
1128
27 +08.50
I
28
28
I
i
24
24
�',,, 24
24
24
20 �
20
20
70
�
20
!
20
-100 -80 -60
-40
-20 0 20 40
16
-80 -60 -40
N N
-20 0 20
i16
40
0
v e
16
-80
, N N
-60 -40 -20 0 20
16
40
25 +00
26 +00
27 +00
I
/
! :,- 28
28
28
28 I�_ _
;
28
28
�
4-N
!
24
�
24
24
-- 24
r
24
j
24
20
20
20
t..
` 20
20
20
ii
I
16
-100 -80 -60
-40
N N
-20 0 20 40
16
16
-100 -80 -60
N N
-40 -20 0 20
1
16
4l0
16
-80
N N
-60 -40 -20 0 20
16
40
CA
-- �-
__
—
-- -
- - ---
— --
SEAL
9 18589 3 =
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
2 �0ain'1C;II� a�
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
,,
DES. ALEX R. WOOD
RIVER ROAD EXTENSION
DR. TERRY L. DICKIE
INTO FRENCH CREEK
GRAPHIC SCALE
CHK. ALEX R. WOOD
o s 30 s0
SUBMITTED BY:
STA 25 +00 THRU 27 +08.50
DESIGN DIR. C. H. BAKER, PE
ROADWAY SECTIONS
APPROVED: PWO OR OICC
DATE SIZE ODE (DENT NO NAVFAC DRAWING NO.
( IN FEET )
I inch = 30 ft.
F X0091
1 " =30' HORIZONTAL
MAR 2 8 2002
SATISFACTORY TO:
DATE CONST. CONTR. NO.N62470 -02 -B -3329
I"=3' VERTICAL
SCALE: NOTED ISPEC. 05 -02 -3329 1 SHEET 21 OF 23

PROVIDE GRAVEL
AT SITES ADJAC
GRAVEL CONSTRUCTION ENTRANCE EXIT
NO SCALE
8 MAX. WHEN WOVEN WIRE FENCE IS USED AS BACKING
FOR STANDARD STRENGTH FILTER FABRIC
8' MAX. WHEN WOVEN WIRE IS NOT USED AS BACKING
AND EXTRA STRENGTH FILTER FABRIC IS USE
II
i -- -WOVEN WIRE
n
(—TOP STRAND #10 GAGE Fl
\\ BOTTOM STRAND #10 GAGE
_ LEINE WIRES #12 GAGE
ELEVATION
z I
i
LATURAL
tv GROUND LINE
FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED
NATURAL SOIL
POST
WIRE MESH
REINFORCEMENT
(IF USED)
FILTER FABRIC
TEMPORARY SILT FENCE
NO SCALE
DESIGN SETTLED TOP
tiL
T— yip`
FILTER FABRIC LINER
• UNLESS OTHERWISE NOTED ON
GRADING & DRAINAGE PLANS
OR SECTIONS
DIRECTION OF FLOW
\ X
x.
SEDIMENT STORAGE
PROVIDE 1800 CU FT /ACRE
OF DRAINAGE AREA
1' -6" (TYP)
3' MIN.
p CHANNEL
STONE SECTION
FILTER FABRIC
CROSS SECTION
SECTION
6" OVERFILL
6" EMERGENCY
BYPASS
=--2:1 MAX. T T
(TYP)
COMPACTED FILL (TYP)
A•. �
NATURAL GROUND
1:1 MAX. (TYP)
NO_ T ,E•
FOR SPECIFICATIONS, REFER TO
SECTION 6.60 OF THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
9" DIA. RIPRAP
NATURAL GROUND
CHANNEL BOTTOM
MIN.
WEIR LENGTH
DRAINAGE AREA
(AC)
-TABLE
WEIR LENGTH
(FT)
EDGE OF FILTER FABRIC PER
=—R
- mm
2
_
6..._.
- 3-
_ —r.-
--
4
10
-- 5 --
- 12 --
RYE (GRAIN)
150 LBS /ACRE
3
X� X011111%,
\r��Cir�rr��,
>
Nr:OrrJ:
i. j�rr�rr�rr�irtirrv:
DOT CLASS "B"
EROSION CONTROL STONE
\\ BOTTOM STRAND #10 GAGE
_ LEINE WIRES #12 GAGE
ELEVATION
z I
i
LATURAL
tv GROUND LINE
FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED
NATURAL SOIL
POST
WIRE MESH
REINFORCEMENT
(IF USED)
FILTER FABRIC
TEMPORARY SILT FENCE
NO SCALE
DESIGN SETTLED TOP
tiL
T— yip`
FILTER FABRIC LINER
• UNLESS OTHERWISE NOTED ON
GRADING & DRAINAGE PLANS
OR SECTIONS
DIRECTION OF FLOW
\ X
x.
SEDIMENT STORAGE
PROVIDE 1800 CU FT /ACRE
OF DRAINAGE AREA
1' -6" (TYP)
3' MIN.
p CHANNEL
STONE SECTION
FILTER FABRIC
CROSS SECTION
SECTION
6" OVERFILL
6" EMERGENCY
BYPASS
=--2:1 MAX. T T
(TYP)
COMPACTED FILL (TYP)
A•. �
NATURAL GROUND
1:1 MAX. (TYP)
NO_ T ,E•
FOR SPECIFICATIONS, REFER TO
SECTION 6.60 OF THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
9" DIA. RIPRAP
NATURAL GROUND
CHANNEL BOTTOM
MIN.
WEIR LENGTH
DRAINAGE AREA
(AC)
-TABLE
WEIR LENGTH
(FT)
EDGE OF FILTER FABRIC PER
4
2
_
6..._.
- 3-
_ —r.-
--
4
10
-- 5 --
- 12 --
CLASS 1 OR 8
EROSION CONTROL STONE
FILTER FABRICo;✓'.�i� T 7!'S^+✓l,; -2�' j 1C.>'J'i'Jn,i:i�,
4�,., 1
SECT70N A -A
TEMPORARY CHECK DAM
NO SCALE
PROVIDE SEEDING
PROVIDE EXCELSIO
GRASS LINED SWAM
NOT TO SCALE
°'
.
z. CONTRACTOR SHALL ANCHOR
TYPE *
PLANTING RATE
EDGE OF FILTER FABRIC PER
COMMON BERMUDA (UNHULLED)
a
MANUFACTURER'S RECOMMENDATIONS
TALL FESCUE (KY -31)
w
(BOTH SIDES)
'�r� ✓v r�r� 1
`n
AUG 15 - DEC 30
RYE (GRAIN)
150 LBS /ACRE
3
X� X011111%,
\r��Cir�rr��,
>
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i. j�rr�rr�rr�irtirrv:
DOT CLASS "B"
EROSION CONTROL STONE
8" DIA, 24" THICKr "So
'?oP oP sa i oR. q� \
EMN SHOE -of te„
AMOCO 2000 FILTER FABRIC
RIP -RAP LINED DITCH SECTION
NOT TO SCALE
NOT TO SCALE
PROVIDE CENTIPEDE SOD
!f
EXISTING GRAVEL ROADWAY
EXISTING SUBGRADE
LOW MAINTENANCE AREAS
SEEDING DATE TYPE * PLANTING RATE
FES 15 - APR 30 TALL FESCUE (KY -31) 200 LBS /ACRE
SEP 1 - NOV 30
UPON GERMINATION, FOLLOW WITH MIX OF
SERICEA LESPEDEZA 35 LBS /ACRE
COMMON BERMUDA (UNHULLED) 10 LBS /ACRE
WILMINGTON BAHIA 40 LBS /ACRE
GERMAN MILLET 1Q LBS /ACRE
i CHANNET
SEEDING DATE
TYPE *
PLANTING RATE
APR 1 - JUL 31
COMMON BERMUDA (UNHULLED)
60 LBS /ACRE
FEB 15 - APR 30
TALL FESCUE (KY -31)
200 LBS /ACRE
SEP i - NOV 30
WILMINGTON BAHIA
50 LBS/ACRE
F95f
AROUND BUILDING
SEEDING DATE TYPE * PLANTING RATE
FEB 15 - NOV 30 FESCUE (KY -31) 65 LEIS/ACRE
ANNUAL RYEGRASS 26 LBS /ACRE
COMMON BERMUDA (UNHULLED) 39 LBS /ACRE
SEEDING DATE
TYPE *
PLANTING RATE
DEC 1 - APR 15
RYE (GRAIN)
150 LBS /ACRE
KOBE LESPEDEZA
50 LBS /ACRE
APR 15 - AUG 15
GERMAN MILLET
50 LBS /ACRE
AUG 15 - DEC 30
RYE (GRAIN)
150 LBS /ACRE
* OTHER SEEDING RATE COMBINATIONS MUST BE APPROVED BY THE
CONTRACTING OFFICER.
SEED BED PREPARATIONS
LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS, IF
THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF
GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 3 TONS PER ACRE
SHALL BE .APPLIED. APPLY LIMESTONE UNIFORMLY AND INCORPORATE
INTO THE TOP 4 TO 6 INCHES OF TOP SOIL. SOILS WITH A PH OF 6 OR
HIGHER NEED NOT BE LIMED,
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE
ARE NOT POSSIBLE, APPLY A 10 -10 -10 GRADE FERTILIZER AT 1,000
POUNDS PER ACRE. BOTH FERTILIZER AND LIME SHOULD BE
INCORPORATED INTO THE TOP 4 TO 6 INCHES OF SOIL. IF A HYDRAULIC
SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30
MINUTES BEFORE APPLICATION.
SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS, IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE
OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR. BEFORE SEEDING.
SEEDING
EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL,
CULTIPACKER SEEDER. OR HYDROSEEDER. BROADCAST SEEDING AND
HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT
CANNOT BE DRIVEN, HAND BROADCASTING IS NOT RECOMMENDED BECAUSE
OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION.
SMALL GRAINS SHOULD BE PLANTED NOT MORE THAN 1 INCH DEEP, AND
GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST
BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED
WITH A ROLLER OR CULTIPACKER NOT EXCEEDING 90 LBS. PER FOOT OF
ROLLER WIDTH. HYDROSEED MIXTURES SHOULD INCLUDE A WOOD FIBER
(CELLULOSE) MULCH ADDED AFTER SEED, WATER, AND FERTILIZER HAVE
BEEN THOROUGHLY MIXED. WHEN PERMANENT SEEDING IS REQUIRED DURING
UNLISTED SEEDING DATES, PROVIDE TEMPORARY SEEDING. RESEED DURING
OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING,
MULCHING
USE AN APPROPRIATE MULCH TO ENSURE ESTABLISHMENT OF VEGETATION.
IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW,
AS IN CHANNELS, ANCHOR MULCH WITH EROSION CONTROL NETTING,
GEOTEXTILE MESH FABRIC, OR BLANKET. IF ASPHALT EMULSION IS
USED. DO NOT APPLY TO ANY STRUCTURES, PAVEMENTS, UTILITIES, OR
PLANTINGS. USE EROSION CONTROL NETTING IN SWALES. DIVERSION
DITCHES AND ON SLOPES 3:1 OR GREATER.
MAINTENANCE
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE
EROSION OCCURS. DO NOT MOW UNTIL STAND IS 12" TALL.
SURFACE ROUGHENING FOR CUT FILLS AND GRADED SLOPES
MAKE MOWED SLOPES NO STEEPER THAN 4:1 UNLESS INDICATED.
ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING.
HARROWING. OR USE OF CULTIPACKER- SEEDER.
MAKE GROOVES CLOSE TOGETHER (LESS THAN 10 INCHES) AND NOT
LESS THAN 1 INCH DEEP.
ROUGHENING WITH TRACKED MACHINERY
LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID
UNDUE COMPACTION OF THE SOIL SURFACE.
OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE
HORIZONTAL DEPRESSIONS IN THE SOIL. DO NOT BACK -BLADE DURING
THE FINAL GRADING OPERATION,
:61911Jt10,111IN/l/11 ,
2 CARD iii
Xs:ss ✓y�zo2v
18589 DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS EASE
nm� "
X W, a�` ✓ CAMP LEJEUNE, NORTH CAROLINA
vnm nml DES. ALEX R. WOOD
� RIVER ROAD EXTENSION
DR. TERRY L. DICKIE INTO FRENCH CREEK
CHK. ALEX R. WOOD
SUBMITTED BY:
DESIGN DIR. C. H. BAKER. PE EROSION CONTROL DETAILS
MAR 2 8 2002
F 18009 1 CONST, C0 0 6247Q0-�B -332
CALE: NOTED ISPEC. 05 -02 -3329 1 SHEET 22 OF 23

2" 1-2 ASPHALT
H A ill
b l
0" ABC COMPACTED
BASE COURSE
M N
SUBGRADE
TYPICAL ROADWAY
PAVEMENT SECTION
NOT TO SCALE
2 "1 -2 ASPHALT
�
M-
4" ABC COMPACTED
4 �
0 COURSE
"0
N
X m
SUBGRADE
TYPICAL RUNNING TRAIL
PAVEMENT SECTION
NOT TO SCALE
CV
---- [EXISTING CURB & GUTTER
NEW CONCRETE GUTTER
SLOPE 1"/FT.
2'-1"
GUTTER SECTION
3/8"X1" DEEP
GROOVED OR SAWN
EXISTING JOINT TO BE FILLED
CURB &GUTTER W/JOINT SEALER
NEW
GUTTER EXISTING
NEW ---- PAVEMENT
PAVEMENT
PLAIN BUTT JOINT
LONGITUDINAL PLAIN Q!aL_J_Q_lNT
CONCRETE WHEEL STOP
SCALE: 3/4"=1*-0"
0'
14L
'J_
EDGE OF PAVEMENT -
SOLID
WHITE LINE 7 I r:2.
EDGE LINE 4,
SOLID YELLOW LINE 7\
w-,
L
4'j DOUBLE CENTER LINE
SOLID WHITE LINE 7
STOP BAR
,,-1/8"RAD
'-JOINT FILLER
TRAVERSE EXE!ANSIQN JOIN
1. GUTTER TO BE CONTRUCTED IN 10' LENGTHS.
2. 7/2" EXPANSION JOINTS SHALL BE PROVIDED AT
INTERVALS NOT TO EXCEED 50• AT ENDS AND AT ANY POINT
WHERE NEW GUTTER ABUTTS ANY OTHER RIGID OBJECT,
3. ALL CONSTRUCTION JOINTS SHALL BE FILLED IAITH JOINT
FILLER AND SEALER.
CONCRETE GUTTER DETAIL
NOT TO SCALE
5' 2." 3. 10' 24 6* _5
RUNNING SHOULDER ROADWAY HOULDE
RAIL 2'
27
TYPICAL ROADWAY CROSS-SECTION
SCALE: I" = 10'
24" WHITE
CROSSWALK LINE
24" GAP
24" WHITE
CROSSWALK LINE
PLAN
SLOPE SWALE BEHIND
HEADWALL 1/4":1' —
I
5 EA #4 FRONT
FACE ONLY
BREAK OFF GROOVE
OR BELL END
4
R—_
PIPE BARREL
ROUNDED ENTRANCE
(UPSTREAM HEADWALLS ONLY)
DOWNSTREAM HEADWALL AS SHOWN-
PROVIDE ROUNDED ENTRANCE FOR
PSTREAM HEADWALL (SEE DETAIL)
A
Clio
ji
u.it
Z,t
cj
C
00
00
CN V�
L
SECTION
ALL SLOPES
I S=l I/2IS=2:1IS=3:II
A
3
Q
H
A
B
Q
R
I L
L
L
_8—
V-8"
8"
V-O"
0
2'-6-
3'-6"
4'-2--5--6
2'-3"
TOT_lO
—8
T-- _0
—0
7 --0
7 --10
6 -6
_1-2
--f --0
1-0
1 --4
—4
5'-0"
4 _-6
--5'- _6
7 —6
15"
--f---3
1-0
1 _-_4
4"
2 1/4'
5*-3
6'-6`­9--O
-7---6
6' -6"
18
—2 -6
1-0
-1 --7
—6
"36--O
I
2' -3"
10 -6
27"
- � --9
-1 --b
-T --8
6"
_
"
—9
--6
T2 --Q
24"
3'-0"
l'-O"
1 -9
6
�3
—7 --6
--6
1-13 --6 1
_�7_
-f--3
_j --2
7--0
—8
8'-3"
lo'-6
15 -0
l-3
2�-1
—8
_9 --O
Tl --6
16 '-6'
73F
—4 _-O
Fl---6-F2
--4
10-A-I4?-T0--6TS'-7
IT-6
42 _
4_-_6T_1---6T-2--7
V
T21
-L! L-:
12-0
15-6
gTr
CONCRETE HEADWALL - 8" THRU 42" PIPE
NOT TO SCALE
HUB END ON
OUTLET END SECTIONS,
SPIGOT END ON
I
INLET END SECTIONS
A
----- ---------
----------
..........
PLAN
A
SECTION A-A
A
T E
FRONT ELEVATION
END SECTION DIMENSIONS
DIA.
A
3
C
D
E
YELLOW SKIP CENTER LINES
2'-O"
4'-0 7/8-
6'-0 7/8­
2'-0"
2'- 3"
3,-10
6,-1"
2'-6-
9"
2'-3"
3• -TF_
4^
4-6"
1'-7 3/4"
Cl'-1 3/4"
5'-0"
1'-3'
5*-3'*
2T--10
6'-0"
10"
5' -3"
2'-11"
fill
6' -6"
--f-
2-l"
_
6�;-O
2'-,2
2
7'-0"
2' -3"
_5
5 - 5
�F2 -
2'- 1 �2
2,�
�8-
1"'� 1
7'- 6'
V_O,
5*-0"
3� 3�2�
8
s'-O"
REINFORCED CONCRETE FLARED END SECTION
12"-60" CONCRETE PIPE
NOT TO SCALE
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
RIVER ROAD EXTENSION
INTO FRENCH CREEK
CIVIL/SITE DETAILS
IF 180091 C
ONST. CONTR. NO.N62470-02-9-332!
CALE: NOTED ISPEC. 05-02-3329 1 SHEET 23 OF 23
YELLOW SKIP CENTER LINES
"PASSING" SIDE
YELLOW CENTER LINE
gas uunurmtipryn
30'-0"
NO PASSING SIDE
4^
= 18589
Al
PASSING ZONE SINGLE DIRECTION
fill
DES. ALEX R. WOOD
DR. TERRY L. D ICKIE
CHK. ALEX R. WOOD
WOOD
PA'�-EMENT M KINGS (LINE TYP
SUBMITTED BY:
DESIGN DIR. C. H. BAKER, RE
APPROVED! PWO OR OICC DA
MAR 2 8 2002
SATISFACTORY TO: DA
MARINE CORPS BASE
CAMP LEJEUNE, NORTH CAROLINA
RIVER ROAD EXTENSION
INTO FRENCH CREEK
CIVIL/SITE DETAILS
IF 180091 C
ONST. CONTR. NO.N62470-02-9-332!
CALE: NOTED ISPEC. 05-02-3329 1 SHEET 23 OF 23