NCG020993_Site Plans_20211109 (3)

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Ft...I F7• ,-a.� _ -SPACING a" 4 PT. BARBED WIRE �< ,,s ,� N> "'+� OWN
<d' 8' MAX, WITH WIRE a is . ° 4"x4^ HdIZONTAL 1'OP BRACE a M, z
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zm MIDDLE AND VERTICAL WIRES a 1- H ur a n 3R,o „� rr cs `Dz� i . PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE. LARGE I-o400
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o SHALL BE 12 GAUGE MIN. col-woJ O 01- ® z yr n LOCATE. N21-zW
• o01-1 o0yQ4 c,O°z t `a } z ^• c,ro.+Q •Dos'" 2, LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION 1-Li.o.4
• DD I I I z "" D A�' iu ta'•a" iI e'-o" -!I « z ,wig g-1 a BY ALL CONSTRUCTION VEHICLES. po N�
<H �� s= t = L r r y r N a� �H �IiI I�I • -. D� 3. MAINTAINED IN A CONDITION WHICH WILL PREVENT `-'
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00 - TOP AND BOTTOM STRAND 33 ,7 s e= e rFcon lrsr 1== �yxd ago o co BRACE POST„--Ill fi 8 IN i;�l i Wn �o jsti; TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. ac:44E_ , W �y /= END PR BRACE POST fir--
z ro SHALL BE 10 GAUGE MIN. _=I 4`�"osu s';el tp5 ` Ii7E ` u 24" MAX. * o N WOVEN wine FENCF e. 0 z m / PERIODIC TOPDRESSING WITH STONE WILL 8E NECESSARY: w0
• Sidi 'm' se3=' ru.x. 'i "1n` rla s (18" MIN. ) FND DR GATE LOCATION o'- 0.0 - / 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE '" a
r =o a s r= rue 3Pi / CLEANED UP IMMEDIATELY.
ii=iTj :rs H dFr:hsura3t:•2E x tf ,ill T' el ail _ _ S„ 4 Pr a„xa" tglz, TA( e E. .. 5, „ ACED I iI // 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
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�``= / awIRE _ PENCE CORNER ; y� / FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
II. 3'ACIxG a' !SEED / / . t,' t 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W j ; ,_ T ���Fy �W� r�� ERECT LINE BRACES BETWEEN ENS, CORNER Ox USE WHEN CORNER ANGLE Z6 15° OR GREATER '.,Q O
11t_�rr.Jrr.rorr r 1 r. .t HATE POSTS AT INTERVALS NOT EXCEEDING 'a / P '" BE DETERMINED BY THE ENGINEER. V
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z WIRE O z . RM Kra 1111 11 a 324 FEET. --I I-- "jM mi -1 I- < S 5 7. USE CLASS A STONE OR OTHER COARSE AGGREGATE APPROVED Q
-mi W W 4) /1 "VI:MdMi7YriM�MMM THIS MAXIMUM INTERVAL MAY BE REDUCED BY LOL. m GZ) / 0 r a i. S BY THE ENGINEER. rr
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3' .-. THE ENGINEER ON CURVES WHERE THE DEGREE ( / , -T- ,0 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES F
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•o Co FILTRATION GEOTEXTILE z W O MINT Mi!T 11 OF CURVATURE IS GREATER THAN 9 DEGREES. o Z w / �� '" 3"'s4' ti FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. c7 Z
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'� Z` GROUND LINE PLACE LINE BRACES AT THE ENO OF EACH ROIL Z 1-- O " »`, » 7` `•J• {= J ,-i
Sy -I I cc I- -4 Z -4 III a, III g, OR PIECE OF WOVEN WIRE. :S ILL co O Z Eo •T ,•,• - 4,+t•1%,: ' .N , trl a Z
USE WIRE A MINIMUM OF 32 ' J I 1---BRACE POSTS I�I a D l> J cs 1,' r tiDrr ¢ p
D IN WIDTH AND WITH A MINIMUM FILTRATION GEOTEXTILE o zo O M1 ® �i � . 's �U O M
M D �,INE BRACES -' II II II II 2 O C D r� • ❑ l"'
N m OF 6 LINE WIRES WITH 12" STAY a 0 M. CC CC a n I C {A S A IR v
MAXIMUM SPACING 924' -LU U U II ` +t`
1-I 0 COMPACTED FILL } o m a 1 o y c) , ,�t' 9= ti I ff.
F" O SPACING. cc •v O PLACE THE BRACE wIRE AROUND THE POST. DRAW WISE TAUT BY TWISTING BETWEEN POST FOR BLOCKING DRIVEWAYS Z 1 3•�; t`• (I'' a cc
-I D USE FILTRATION GEOTEXTILE I- p EACH POET. THIS APPLIES TO A L BRACE WIRES. NOTCH POST$ FOR BRACES. a 2 F t v ; 1 , z
PLACE 7Wq GALVANIZED 12a OR THREE GALVANIZED tOa ON ALL BRACES AT EACH END. DR N ADDI ENTRANCESy }-- Z F p 2 ^�ss e. "{ s a iO
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A MINIMUM OF 36" IN WIDTH AND y m INSTALL IN ADDITION TO FENCE WHERE W Z D 45% mm'a Bj1 `' Z
m ha - - „c.c. , -- --" -- Z 1-+ SHOWN IN PLANS OR WHERE DIRECTED BY THE ENGINEER =. > `l. 4' Z
m z FASTEN ADEQUATELY TO THE WIRE - - - - - - 0 d n z " CLASS 'A' STONE f- O
Z 0 A all M m fi) CURVED TO FIT tag" NOMINAL DIAYETEq FOy Rl Z v"' O V
AS DIRECTED. - � e 4 PT BARBED WIRE Z O 8 IN. MIN. DEPTHri
m O PROVIDE 5'-0" STEEL POST OF I III 8 1,,t_: II-I I l I I~I 1 1 Z O g r a'xa" lroarzoNTat. TOP eaACE-ry t�-s'• A'I-T `-� ''1i a x4' HORIZONTAL TOP BRACE t"'a "l -n .x `ti -I J
• •!H w z7 p 0�./ CURVVEDETO0FIT i I C5„ _ _-\ s W i 37 z W x THE SELF-FASTENER ANGLE STEEL �a , Is; OI��r
BOLT HINGE iwrr.rrrwr
STEEL POST - 2 -0 DEPTH M - ---- + memmiM MfMiimm:aim: _.�. R 2 w s�
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HINGE CLAMP o Mt�C•A��.Mta� ' M1r.•M�MMMCMM ,� + �I._� I NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
FOR MECHANICAL SLICING METHOD a •Sec=aeo) USE LATCH DEVICE APPROVED MMM1���waM ooiW�L. IMM M 0
INSTALLATION, GEOTEXTILE SHALL -I HINGE ASSEMBLY, AS DETAILED, MM� 1* a4 i ' - ' 1 '
I BV THE ENGINEER, ' r �' it ' . _
BE A MAXIMUM OF 18" ABOVE GROUND -.-- A.
EXTENSION OF GEOTEXTILE AND ( IS SUGGESTED, SUBSTITUTION Mom' -iitt_ Rt Rail
SURFACE. re=f MAY SE MADE SUBJECT TO GROUNO LINE
SHEET 1 F 1
1605�O11 SHEET 1 WIRE INTO TRENCH 1605�011 SHEETS66 O®2 �B i nGUIHED STUSEEL PIPE D GAT APPROVAL BY EEq FRAME ANIZEDEXCEPT T I I I I Ye�TE YhAL OIAYE7E I NB WIRE TWISTED i I
SHEET 1 OF 3 SHEET 1 OF 1
STEEL GATE EXCEPT i'+
AS SHOWN HERE. I I it it - _ $66 02 1 1607.01 1607�01
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EX SILT FENCE
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Co J 1T WATER DEPTH BORROW PIT AREA DEPTH 31
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CROSS SECTION A-A
HORIZONTAL SCALE:1"m30`
VICINITY MAP
111=2,000°'
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B-4722B EC-1 Carteret County B-4722B EC-2 Carteret County •, 7.7......
Project Special Provisions Note:50#of Bahiagrass may be substituted for either Centipede or Bemmdagrass only uponErosion Control En eer's request.Bin 'fj`'; _ ..,.
STABILIZATION REQUIREMENTS: Approved Tall Fescue Cultivars
!y ' CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
Stabilization for this project shall comply with the time frame guidelines as specified by the 20 1 Millennium Duster Magellan Rendition l C - a : ACREAGE
NCG-010000 general construction permit effective August 3,2011 issued by the North Carolina Avenger Endeavor Masterpiece Scorpion "�__ - - AFFECTED ACREAGE ACREAGE
Department of Environment and Natural Resources Division of Water Quality. Temporary or Barlexas Escalade Matador Shelby t - Tailings/Sediment Ponds 0.00
permanent ground cover stabilization shall occur within 7 calendar days.from the last land- Barlexas II Falcon II,III,IV&V Matador GT Sigma - 0'00 0.00
Stockpiles
disturbing activity,with the following exceptions in which temporary or:permanent ground cover Barren Fidelity Millennium SilverstarI - p 0.00 0.00 0.00
shall beprovided in 14calendar days fiom the last land-disturber activity: Barrington Finesse II Montauk Southern Choice II Waste piles 0.00
Bravo Grande ll Padre Titan Ltd + ,' p.,Y .." �, 0.00 0.00
y g ty- Biltmore Firebird Mustang 3 Stetson
• Slopes between 2:1 and 3:1,with a slope length of 10 fL or less Bingo Focus Olympic Gold Tarheel I
• Slopes 3:1 or flatter,with a slope of length of 50 ft.or less
Processing Areas/Haul Roads 1.07 0.00 1.07
• Slopes 4:1 or flatter Cayenne Greenkeeper Paraiso Titanium
Chapel Hill Greystone Picasso Tomahawk Mine Excavations 4•82 7.00 11.g2
The stabilization thneframe for High Quality Water(HQW)Zones shall be 7 calendar days with cur-sap-eke Inferno Piedmont Tacer v '�.; ` "� ..,
Constitution Justice Pure Gold Trooper
1 U - I 1 Other(Please explain) 1.07
no exceptions for slope grades or lengths. High Quality Water Zones(HOW)ryZones
and are defined per - 1 0.75 1,82
• by North Carolina Administrative Code led NCAC 04A.0105(25): Temporary and permanentot Chipper Jaguar 3 Prospect Turbo t Total Affected Acreage
ground cover stabilization shall be achieved in accordance with the provisions in this contract Coronado Kalahari Quest Ultimate - -� ` r, - 4.. s.96 7.7rJ 14.71
• and as directed. Coyote Kentucky 31 Rebel Exeda Watchdog I (1�' -
Devine' Kitty Hawk Rebel Sentry Wolfpack lit ' - Total Permitted Acreage
SEEDING AND MULCHING; (East) Dynasty Kitty Hawk 2 Regiment II 4 H r� r 6'96 14.71
Dominion Lexington Rembrandt ts' U , e,
The kinds of seed and fertilizer,and the rates of application of seed, fertilizer,and limestone, 1)5 rAK L+»_
shall be as stated below. During periods of overlapping dates,the kind of seed to be used shall On cut and fiU slopes 2:1 or steeper Centipede shall be applied at the rate of 5poundsper acre '' \' I�'+ + -._:be determined. All rates are in pounds per acre. and add 20W of Sericea Lespedeza iron January 1 -December 31. ,ri ,w 6 ^ -'-
!'e PP 1 iMir, V�pJ r
MI Roadway Areas Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 9 _ N HARS.e 0.1
$d
1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant ;� 1 ' T e, a - d!
March 1-August 31 September 1-February 28 food as a 10-20-20 analysis and as dirtted. f � a p I1 y
50# Tall Fescue 50# Tall Fescue II A 1- ---- '
• 10# Centipede 10# Centipede Native Grass Seeding and Mulching (East) - ` �*, C '} ` N t en
25# Bermudagrass(hulled) 35# Bermudagrass(unhulled) ''� �'� N
500# Fertilizer 500# Fertilizer Nan e r- - Seeding and Mulching pall be performed on the disturbed areas of wetlands and LD
Beaufort
4000# Limestone 4000# Limestone ripe -. and adjacent to Stre Relocation construction within a 50 foot zone on both Dead Cow
ski . titan or depression,m from top of stream bank or center of depression. ;„Hi,1.,,,,. --.i •t sE 3R
Waste and Borrow Locations Tr -, bank of the stream ref on shall be seeded by a method that does not alter the Feld u` or
typ .rasa section of the stream . Native Grass Seeding and Mulching shall also be
March I-August31 September 1-February 28 per:oc.ed in the permanent soil rei oreement mat section of preformed scour holes, and in ,u a- �, Mptsh Hen
other areas as directed. -. ,.,W -- __.
25# Tall Fescue 75# Tall Fescue \ Bea �j f C .; ,Dint
25# Bermudagrass(hulled) 35# Berm Fescue ss(unbulled) ,_` L.:. "-'_"`
ff 500# Fertilizer 500# Fertilizer The kinds of seed and fertilizer,and be rates of application of seed, fertilizer, and limestone, \ I(' '"sn A - \
4000# Limestone 4000# Limestone shall be as stated below. During periAs of overlapping dates,the kind of seed to be used shall ' -- ® ,j ' we - _-be determined. All earn are in pounder acre. .--- Qar, � 4
,.,C_ 7 y:.-
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12/2/2014 12/2/2014
li No. Revision Date By Designer gale
AS SHOWN
Drawn By 6_te THOMAS BORROW I )IT Sheet No.
DETAILSE.
3C3F4
Checked By 3oD No.
BEAUFORT _- CARTERET NORTH CAROLING
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