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{6` MAX. WITHOUT WIRE} o o -4 :� =- P9ptr} a ca0�c>��
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>H��� oca - ` , gyp � o TRUCKS. en1-LL o�
a W¢.�LL2 0 : iv 1- .� �T-Ct0m FC1C�H¢
H -1 T� }-U< a c °' � pw�g . H-0 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION at H<
a :r, ¢ F- H t1fQC7 pC ~4 m'-' BY ALL CONSTRUCTION VEHICILES.
m-n>> rt MIDDLE AND VERTICAL WIRES N o� z H 4 '�t �----- t r'=
�'o a SHALL BE 121/2 GAUGE MIN, rx a r--� cs ► " ! N ) I I i �:> b D 3• TRACKINGMORNDIRECTT FLOW ODFNMUDTONTOHSTREETSI PREVENT r w o
T 0
PERIODIC fiOPDRESSING WITH STONE WILL BE NECESSARY.
C7 H W B C T END OR BRACE POST,.'R .+ / ' p
�,g1L, ,,.-'"'~ .,. 0 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
a w url►rKN WIRE FENCE �;o e, / GLEANED UP IMMEDIATELY.
(n TOP AND BOTTOM STRAND 24" MAX. o; W END ofl GATE_L cQ ATION /� 5, LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
z SHALL BE 10 GAUGE MIN. (18" MIN.) . n t 1{p
n / FREQUENT CHEEKS OF THE DEVICE AND TIMELY MAINTENANCE.
" 4 PT, gn /
NGE cor�ai_R � / Pp 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
AC WO e" 9*IRE / �4 BE DETERMINED BY THE ENGINEER.
EF.., a
S IS7ED ERECT LINE BRACES BETWEEN END, OORNER USE WHEN GCHtNER ANGLE IS iS° 0R GflEATER > / 7. USE CLASS 'A' STONE OR OTHIER COARSE AGGREGATE APPROVED Q
- _ - ^
Y THE
n GATE�POSTS AT INTERVALS NOT EXCEEDING 4 r� ,k m // JQ>�4 `rU 8. INSTALLECONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES U_ }-
- I tl 0 $24U.
j W THIS MAXIMUM INTERVAL MAY BE REDUCED BY t"' / Q fi� FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.. 0 Z
t•n U_ W 1" THE ENGINEER ON CURVES WHERE THa DEGREE s � W C N / � W
WIRE �, Z H OF CURVATURE IS GREATER TNMN 3 DEGREES. 4r 4r 4f ►-i "V / cE Z
z, <" PLACE LINE BRACES AT THE END'OF EACH ROLL b 10
FILTRATION GEOTEXTILE 3 � m GROUND LINE I N tL �
p 0 NOTES � P M 1 e, jj , . er i OR PIECE OF wDVEr�WIRE. Li. (L
li W I ; cr R.)
:0 Cn cs J 1'�._--•SWE POSTS I L1C C n
>Y• USE WIRE A MINIMUM OF 32" H I..i II 11 h
¢ N "� 4M
< v WIDTH AND WITH A MINIMUM FILTRATION GEOTEXTILE---- ---.. - (MAXIMUM SPACING 324'1 'L"iU LI U L! pz a
I N C� 11!
D 'Y PLACE THE BRACE WERE AROUND THE POST DRAW WIRE TAUT BY TWISTING SEMEN
N o OF 6 LINE WIRES WITH 12 STAY COMPACTED FILL
1� � EACH POST. THIS ApPLIE$ 74 ALL 9RACE WIRE$. NOTCH PO$T$F0fl BRACE$.
�.,. SPACING. I- ICI; PLACE TWO CALVMIZED 12d OR THREE GALVANIZED 10d ON ALL BRACES AT EACH END, INSTALL IN ADDITION TO FENCE WHERE � W � �
USE FILTRATION GEOTEXTILE co MZ SHOWN IN PLAN$ OR WHERE DIRECTED BY THE ENGINEER Ir > M CLASS 'A' STONE �� H
-1 C
.n A MINIMUM OF 36" IN WIDTH AND --- '� a m CLAWED TO FIT, tom" NOMINAL DIAMETER L7 8 IN. MIN DEPTH �2 -� J
r _ - _�_� F-1 ME 4 P7, ED I E 5'" 0 C'3
R1 z FASTEN ADEQUATELY TO THE WIRE �___ -- --- " .1� rr T " 4" z 7C�
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{ I ` } + I a w �
Z __-III~I x, l I.-J ��I I I H 4n
C'i AS DIRECTED. $ a � CURVED To FIT �I Z 4
j'!1 p PROVIDE. 5'-0" STEEL. POST OF r DOLT HI BE NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
70 THE SELF-FASTENER ANGLE STEEL �STEE�LPOST - 2'-O" DEPTH R1
" rNQ __
4" Atrlp
TYPE, to aaouxiien) USE LATCH DEVICE APPROVED
FOR MECHANICAL SLICING METHOD ,- HI THE ENGINEER.
' HINGE ASSEMBLY, AS DETAILED,
INSTALLATION, GEOTEXTILE SHALL _! IS BtR4GEBTED. SUBSJECT TO
IRE
r' WAY BE MADE SUBJECT tO SHEET 1 OF 1
BE A MAXIMUM OF 18"' ABOVE GROUND EXTENSION OF GEOTEXTILE AND APPRD AL DI MET R GALEER. �, A.I. N INAL DIAMETER 1 i
USE t�" DIAMETER GALVANIZED - II I1 f9 WIRE TWISTED Ii $NtEEr t OF 3 SHEET t OF t 1607.01
to RE _ 86f.02 1607.01
SURFACE. WIRE INTO TRENCH SHEET 1 OF 1 MEET AF 3 STEEL PIPE GATE FRAME EXCEPT j I�i 1 1 i
HEET t OF 1-
1605.01 86f.02 As SHOWN HERE. L . "
1605.01
_ 15
10
EX SILT FENCE
TORE
MAIN
LEX SILT FENCE
TREMANO - - - - - - - - - - - - - - - - - - - - - - - - - - -
I
1-1 U 4
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- - _ - _ - _ ^ - - - _ - - - - UNEBXU FFVEA
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----
_....._ _ 20'EXCAVATION
26 10, _ _ - - ___. _..._..__ ._ - _ 10
HAUL ROAD UNEXCAVATED BORROW PIT AREA DEPTH
-5 _ _ (VARIABLE WIDTH) _BUI;FER 17'WATER DEPTH
--
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in
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25
- _ --
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CROSS SECTION A-A
HORIZONTAL SCALE:1"=30'
VICINITY MAP
w. 7, = .
jj
Carteret County k " + r
B-4722B EC-1
Carteret County B-4722B Ei C-2 s - '°� 4 a�
C
Note:50#of Bahiagrass may be substituted for either Centipede or Bennudagrass only upon w 4
Project Special Provisions Engineer's request.
I 4 CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFIFECTED
Erosion Control \t I '�
14 ,
Approved Tall Fescue Cultivars ; �-' ACREAGE AFFECTED ACREAGE ACREAGE
STABILIZATION REQUIREMENTS: rt �j > t I
2"d Millennium Duster Magellan Rendition Xd{ "' `` Stockpiles
Tailings/Sediment Ponds
_.,., ti 1 . 0 00
0.00 0.00
0 00
Stabilization for this project shalt comply with the time frame guidelinees as specified by the E
Avenger Endeavor Masterpiece Scorpion 4 00 0.00
NCG-010000 general construction permit effective August 3,2011 issued by the North Carolina Barlexas Escalade Matador Shelby '` {, a •w >
Department of Environment and Natural Resources Division of.Water Quality. Temporary or Bariexas II Falcon IT,III,IV&V Matador GT Signia l t. Waste piles Q Qd {) QG
nt ground cover stabilization shall occur within 7 calendar days from the last land- O.Ofl
germane gr Barrera Fidelity Millennium Sitverstar
disturbing activity,with the following exceptions in which tempo or permanent ground cover Barrington Finesse Il Montauk Southern Choice TI �"r - _,: i
Processing Areas/Haul Roads 1.07 0.25 132
shall be provided in 14 calendar days from the last land-disturbing activity:
Biltmore Firebird Mustang 3 Stetson `�' 4 ^'s��� ,� Mine Excavations 11.82 12.00 23.82
• Slopes between 2:1 and 3;1,with a slope length of 10 ft.or less Bingo Focus Olympic Gold Tarheet {f �..�,..�.....■� �"'
Bravo Grande 11 Padre Titan Ltd )
_ Other{Please explain}
• Slopes 3:1 or flatter,with a slope of length of 50 ft.or less Cayenne Greenkeeper Paraiso Titanium {. 82 1 82
• Slopes 4:1 or flatter Chapel Hill Gre stone Picasso Tomahawk a.r _... _
y i 1
SITE
Total Affected Acreage e
Chesapeake Inferno Piedmont Tacer ;. O �, t,i__��, t t (1i x _ i cr
Zones shall'be 7 calendar days with " 28.00
eag 26 96
The stabilization timeframe for High Quality Water(HQW}Z _
Constitution Justice Pure Gold Trooper
e tions for slope grades or lengths. High Quality Water Zones(HQW)Zones are defined r =>? Total Permitted Acreage 14 71
no exceptions _ice g Chipper Jaguar 3 Prospect Turbo ` . ': .x� ✓' s,. +r. " '
p pp guar
b North Carolina Administrative Code 15A NCAC 04A.0105(25). Temporary and permanent ( u
y Coronado Kalahari Quest Ultimate "
ground cover stabilization shall be achieved in accordance with the provisions in this contract Coyote Kentucky 31 Rebel Exeda Watchdog
and as directed. Davinci Kitty Hawk Rebel.Sentry Wolfpack
Dynasty Kitty Hawk 2000 Regiment 11
(East)
SEEDING AND MULCHING: Dominion Lexington RembrandtPi
qw �r4gpA,
and fertilizer,and the rates of application of seed,fertilizer,and limestone, cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 pounds per acre U o{j � `TPt="7<"
The kinds of seed a , On u p �
shall be as stated below. During periods of overlapping dates,the kind of seed to be used shall y`
and add 20#of Sericea Les edeza from January 1 -December 31. °s!i %3a:sh
p Y
be determined. All rates are in pounds per acre. FtmrtaaR
Fertilizer shall be I0-20-20 analysis. A different analysis of fertilizer ma be used rovrded the t �NEPTUNE CN Ftilch-
All Roadway Areas Y p plant
11 1
Y �
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of r
March i-August 31 September 1-February 2S
food as a t 4-20-20 analysis and as directed.
R
Tall Fescue 50# Tall Fescue (East) c, D .;
Native Grass Seedin and Mulching
50# Na g
10# Centipede 10# Centipede USSELLY
I a 2, tON6DR $�agiFOl`�
25# Bermudagrass(hulled) 35# Bermudagrass(unhulled) Native Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands and 1`' ' L '
500# Fertilizer 500# FertilizerbothDead COW r " su rsTsP,t�R, I
riparian areas,and adjacent to Stream Relocation construction within a SO foot zone on � fp Wq
4000# Limestone 4000# Limestone sides of the stream or depression,measured from top of stream bank or center of depression. � l Field raclgsoN Ora i
-�
The stream bank of the stream relocation shall be seeded by a method that does not alter the
Waste and Borrow Locations ^r o`w,rn�r� ' 1. 'sh Hen
typical cross section of the stream bank. Native Grass Seeding and Mulching shall also be E
'£ ', oink
performed m the permanent soil reinforcement mat section of preformed scour holes,and in i
March 1 August 31 September 1-February 28 other areas in directed. � �� 5 �
V e
75# Tall Fescue �D
75# Tall rescue
25# Bermudagrass(hulled) 35# Bermudagrass(unhulled) The kinds of seed and fertilizer,and the rates of application of seed,fertilizer,and limestone,
500# Fertilizer 500# Fertilizer shall be as stated below. Daring periods of overlapping dates,the kind of seed to be used shall
4000# Limestone 4000# Limestone be determined. All rates are in pounds per acre. S
12/2/2014
12/2/201.4
Sheet No.
No. Revision Date B Designer Scale
AS SHOWN O RROW PIT DETAILS 4 OF 4
Drawn By Date T H O M AS B
cheekedBy 3obNo. NORTH CAROLINA
BEAUFORT CARTERET