NCC242606_Site Plan or Location Map_20240826

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WALLgURG LATHAM-WALTERS
ENGINEERING,INC
y'cy N.C.CORP.LIC.C-1815
16507-A NORTHCROSS DRIVE
FOREST O�"iT HUNTERSVILLE,N.C.28078
CREEK DR PHONE:[phone]
�O FAX: [phone]
SITE ssAN 11CAR0
/PACHE DR O.�oFs o'
SEAL
7646
VICINITY MAP re 6/04/i-
N.T.S. C e4tiNEEP.•,SZ`.
NOT
ISSUED FOR
CONSTRUCTION
FOREST CREEK PHASE �J WILD HORSES
CIVIL
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PLANS WINSTON-SALEM,NC 271 2 7-921 2
PHONE:[phone]
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FOREST CRP PK D/ IVl��
WINSTON SAT9 M NORTH CA l" °LINA 27107
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3409 UNION GROVE ROAD
WINSTON SA ]r 1431 NC 27127 9212 REVISIONS
[phone] Sheet List Table
]� // ]� ]j ]�/ ]�/J� /' ]�J[, �j /� Sheet Number Sheet Title
J JL VJL�@l/ ��®JL l�) ®JL l/ "i l�) JL VJL/L'��o ®dIYJL — C COVER
C1.0 SITE PLAN
C2.0 EROSION CONTROL PLAN
C2.1 EROSION CONTROL DETAILS
C2.2 EROSION CONTROL DETAILS
C2.3 NCGO1 &EROSION CONTROL DETAILS
C3.0 GRADING PLAN PROJECT N0.:2024.18
C4.0 FOREST CREEK DRIVE PLAN&PROFILE SCALE NOT TO SCALE
C4.1 LISA LANE PLAN&PROFILE 0+00 TO 7+00 DRAWN BY:KTL
C4.2 LISA LANE PLAN&PROFILE 7+00 TO 16+50 CHECKED BY:MSL
C4.3 LISA LANE PLAN&PROFILE 16+50 TO END DATE:06/18/2024
8110 TOARE
ULOCATEppaORTOBEGNNNGOR IS FULLY RESPONSIBLE FOR CONSTRUCTION.
C5.0 WATERLINE DETAILS&SPECIFICATIONS
:,.CONTRACTORIS RESPONSIBLE FOR RaCINGBARRICADES
C6.0 SITE DETAILS
USING FLAGMEN,ETC.,AS NECESSARY TO INSURE SAFETY SHEET NO:
C7.0 DRAINAGE AREA MAP
�Vi° ALLa=26cRTZ TEGRA T6 TG RTR
CAROLINA DEPARTMENT OF TRANSPORTATION
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N88.01'22'W 276.42' \
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\\\\ % FRANKLIN DR
WALLg LATH M-W ALTERS
P\\ I ERG y ENGINEERING,INC.
`\ \\`\ l icy N.C.CORP.LIC.C-1815
\ \ \ .O 16507-A NORTHCROSS DRIVE
\\ \\`\ FOREST ��iy HUNTERSVILLE,N.C.28078
CREEK DR l PHONE:[phone]
\ \\/y\ �O FAX: [phone]
SITE DEVELOPMENT NOTES: \\\ \9\fie(/\ ` "II II/"
1.DEVELOPER:WILD HORSES DEVELOPMENT,LLC `\ \PC\\ SITE `�,,Q-�H°°C?Rp''�,,,
3409 UNION GROVE ROAD ` \ \ O °FESS/O°°°
WINSTONSALEM,NC2712]-9212 `\ Ao\5/cy\ /PACHE DR - °
\ 3s.\A\ l SEAL1.2.SITE ADDRESS:FOREST CREEK DRIVE \\ ' \p\ 1 17fi4fi -
AVIDS NSALEM,NC 27107 \ \'VT\\ VICINITY MAP ,�:e -ILL
Q.;
DAVIDSON COUNTY \ \
\ .*�'P\ N.T.S. FM1CtNEEIv
3.PARCEL PIN ID:1)6861-02-69-4571 \ \0'90\ '�'C ( Y.Pk
#0101,00000022 \\ `\ \ LI s.
DB 2227/PG 0358 8 DB 1636/PG 1396 \ \S,Q\
4.TOTAL SITE AREA:652.69 ACRES \\ \\/\\t\\ NOT
N 5.EX.ZONING:RA3 W \\j \\\\\ ISSUED FOR
6.PROPOSED TOTAL NUMBER OF LOTS TO BE \ \ CONSTRUCTION
DEVELOPED:46 \\ \ \
E 7 I-20'REAR'-- - 1T,I\\,, \
MIN.SIDE:10' \ " \\ `\ \
MIN.REAR:20' - \ \
` \\
8.BOUNDARY SURVEY INFORMATION BY: \ \ \
COE FORESTRY&SURVEYING tu
1 2 3 \ \\ \\ \\\\\ WILD HORSES
P.O.BOX 36 \ \ \
WALLBURG,NC 27373 35077 SF+/- 32406 SFM- 32698 SF+/-
336-769-4673 y, 27418SF+/-\` \\ `\ \\\\\ DEVELOPMENT, LLC
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w1 5 `\ `\ 3409 UNION GROVE ROAD,
y I 133646 SF+/- \
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\ \ WINSTON-SALEM,NC 27127-9212
_ \ PHONE:[phone]
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O'FRON'SETBAC L —J V� o,
EX.WATERLINE- _ \ °l
1O,I06 _�� \
EX.FOREST CREEK DRIVE SR 2951 -100.00'- \\off, rn
- -_ _� PR P, aFE€�fCR K IVE— _0-- 1� IN
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2 45 I I 23010 SF+/-�\, �2 30537 SF+/- //
24866 SF+I- of I 1 \\ \� \v/ r n z
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I 44 o jo_ 37148SF+/- // 4a* z
24289 SF+/- l
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24661 SF+/-
P9 30 31 32 33 34 35 36 37 38 39 38952 SF+I- 23000 SF+/-
60297 SF+/- 1.)-
38428 SF+/- 38736 SF+/- 38761 SF+/- 38785 SF+/- 388,0 SF+/- 36835 SF+/- 38860 SF+/- 38884 SF+/- 38909 SF+/- 38934 SF+/- I- J Z (n` L t r N Z
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/ 0'FRONT SETBAC /;' / '1 --I--
RUN OF CREEK IS THE ) / TSB- _/� < ,3 �4
PROPERTY LINE L-J 7� ^'S9/ \ 48407 SF+/- /
.88_—-100.00_——100.00_——100.00——_100.00_—_100.00' _100.00'— -100.00_——100.00'——100.00___700.00_ _/ /
3, -- ---- ---- --- PROP Li
ALANE-_ -- —____ /^\\\`\
` na,.as _ _ '3LL m \ REVISIONS
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r \ \ ,
/' \`\ �_7 r____, r----r r----r r____r r____r r____r r __ r r____r r____r r____r r—_—�� \\ \\ \\\`\\
// \---1 Q'PERMANENT UTI(.ITY EASEMENT \ \ 14 - `\
/ \\\\\\ 84540SF+/- `\\\\1
28
I 88826 SF+/- 15 \ \
25 24 23 22 21 20 01 is17 \ \
I 27 26 38762 SF+I- 38800 SF+I- 38800 SF+/- 38800 SF+/- 38800 SF+I- 38800 SF+/- 38800 SF+/- 38800 SF+/- 39260 SF+/- \ \
I 38493 SF+/- 38583 SF+/- 38673 SF+/- \ \
I \ \
\ \
1 \ \
\ \ PROJECT NO.:2024.18
\ \
\ \ SCALE 1"=100'
---, J L_____I L_____I L_____I L_____I L_____I L____J L____J L_____ L \ \_ ] DRAWN BY:KTL
S87°+0'07" 7.9' CHECKED BY:MSL
Fe.,°' S88°01'00'E 1229.34'
GRAPHIC SCALE DATE 06/18/2024
1).CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
PPROPRIATE100 0 50 100 .0
RE a ArEOPaoRroeE�NNTIES AND ASSURING TNAT:CO srK roN.ING I ` J
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W O USING pu mCrvE[rc.ns rv[c[ssnn ro iirvsuR[s rery I I' •15 (IN FEET) SHEET NO:
~ \�� al.uscavemsNr curs,coNcasrs oaasclw�r,nas ro v, `\ ) N6`'� 1 inch= S00 ft
u) \ E°:V6 onccoBONcros`TT, osovr0s F,,,,
aI- , DEPARTMENT O�TRANSPORTATION.
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Page 1
Dschedule o FZLIN DR
Line Inlet Gild/Rim Dreg Total Runoff i i Flow Invert Invert Capes Line Line Line Val Line Depth Depth Cover - )` /f88°,61'22vw_2Tfi.42- ' / \---\y .n LIVE
LEGEND No. ID El Up Area Area Coeff Inlet Sys Rate Up Dn Full She Length Slope Dn ID Dn Up Up �� � \
r./
/i- -/---.;'-- =- ,-0\y\ WALL LATHAM-WALTERS
TEMPORARY DIVERSION DITCH 4� F 4-. 4-.4-.4-.. 4-" - \-- ��(/��-- ///// �\\�-�/(\
Iftl NO Isel ICI 0rr6rrl SWAN WIN IN IN We) SA) IN (%) MS (N IN IN �(- �\ I 6, ENGINEERING,INC.
] - /�• t / / /--___--- / //^ !-�\^\ l L� N.C.CORP.LIC.C-1815
STABILIZED CONSTRUCTION ENTRANCE er, 'r r 7 DI3 845.00 1.88 1.88 0.60 6.88 6.88 7.77 841.00 839.27 19.10 18 52.321 3.31 4.51 Pipe-(3) 1.40 1.08.. 2.50 I / / / / _ ems\ >� '>
e e,,e;,-,.; , 1 r/ }'I \ / I/ __ ' // / _SA\`\ AO 16507-A NORTHCROSS DRIVE
-' ' 6 DI1 853.97 1.18 1.18 0.60 6.88 6.88 4.87 850.00 843.91 26.34 18 96.817 6.29 5.53 Pipe-(1) 0.75 0.85°° 2.47 .- \ \� \\ \ �// / _ \\ •3 --- FOREST 1,. H U NTERSVILLE,N.C.28078
v v v ( / vv \� PHONE:[phone]
LIMITS OF DISTURBED AREA 5 DI2 847.911 0.30 1.48 0.60 6.88 6.80 6.04 843.71 839.27 22.82 18 93.991 4.72 3.51 Pipe-(2) 1.40 0.95- 2.70 A A Av-, V \ V // / tent.- `(.� CREEKDR
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1 DI4 BM.00 1.81 4.97 0.60 6.88 8.71 20.01 839.07 838.00 27.72 24 71.238 1.50 8.08 Pipe-(4) 1.47 1.80°° 2.93 ,\ \ \• \ _ \ C ��\
SILT FENCE - \ \ \ \ Imo\ \ \a�\\, \ \ \ _ \\ \
pe�s-ec r�i(1I 3 Di6 858.00 1.61 1.61 0.60 6.88 6.88 6.65 854.00 848.90 18.95 18 156.680 3.26 5.02 Pipe-(5) 1.05 1.00°° 2.50 b \ \ \ \ II \ \\\\ as\\\��\\\\\\ f {\�\--\ \\\ ItIIIII,,r
SILT FENCE STONE OUTLET KfU-C.I1\ I I 7 I II / ` I ?\` 111\I \�\ \I \I ` \\�57 \\*� SITE `�``;�•°°CA°°0,.,
2 d] 851.99 1.39 3.00 0.60 6.88 6.75 12.16 848.]0 848.00 27.69 24 46.699 1.50 5.34 Pipe-(fi) 1.36 1.25°° 1.29 , I / / ,( \ 1 \\\ ��\ `N R,�%
I I I / / / V / I I p 1 v \\pvA yA.\ `OQ;°pp855/Q.IS�2y_-�.
1 d9 887.91 3.14 3.14 0.80 888 6.88 12.97 882.00 860.81 27.78 24 79.000 1.51 4.13 Pipe-(]) 2.00 1.29^ 3.91 I 1 I / I (11 / / / I / --, \ \C�,\,/\ /PACHEDR\ C 1
COIR MESH BAFFLES 1 1 A I 1/ / / / / / / I I i / v \� V �AAvAv�_ l •
CM � II 11 // �¢ IIAI / IA / I �`� A V� � Avvv - • SEAL _
b l I I I T c I \ 1 1 \\ \\` -- -__ 17646
, / / i I S II / v v v v vvA vv v vv v 1v/ I/ v v v, vti`,\\'o VICINITY MAP =3°s 6/� 'Q'
CONCRETE WASHOUT 1 / I I \I 1 \ \ I \\ \ \\\\� \ \ \ \\ \1 1 \ \- „�:.�\ N.T.S. "°•PM1CINEEP••,CQ`:
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ROCK CHECK DAM 4���i��� I 1\ II \V ,_ v v V vI 1 I I \I 1111II 111VI �� c ,', 0\90w ,,,,,mal
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ROCK DOUGHNUT INLET PROTECTION0 _ A v A I I I I Il / I I I I l vv/ IAAAI \V �vv v4v
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MAINTENANCE PLAN: v v vVv 1 1v ( v v v 1 v �\ /,// -^-rx. vI'v� c;
1.ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY -'�1 1 n ) I II I A \1 I\\,) \ \ 1 I I r 1 I I I 1 I \A \JI \\ \�\�, ......,<,,,,,,,,_; / \� \\\\\oe/ \\_\` WILD HORSES
SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES I I / I II ^ A I I I/ I / I 1 s 11 P / A\ \. _�i%/'if te )\\\, 11 \-��\ 1\\� DEVELOPMENT, LLC
1 w 11 I 1 I 11 1 2 1 I , 1 / I \ b\1\ '�1- \\1/_I - \ ./ \\
OF PRECIPITATION DURING ANY 24-HOUR PERIOD.ALL SEDIMENT CONTROL FEATURES / g 1 / / I 1 I I 1 I I / / I I\ \I I�\ , y /� j\\\\ \ �--'-
SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ) / /"g 1 I// / I I II I I I 1 11 I / I I I A k I 1-/-Z ///,-/1 I / \ \\ bz / ��\S
2.STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS I / I� I I 1 ��� '�,- � ( // `I I \ �r/••" / �� -//��^_ r/�A-p
/ , / / / 1 I L II / •� I 5 /// / / V ,vv�(� \ Jv 3409 UNION GROVE ROAD,
OF THE SITE WHERE CONTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY STABILIZED CONSTRUOTION * .,.. ....�m..1. •. , .I 1 y�ey/ / v l / �7Q�1 �- v v V WINSTON-SALEM,NC 27127-9212
ENTRANCE(TYP.A' / // -06 / --:[,= II 1`Z�e.I I 1 .\ \ \1 .- �� J \\ �`
CEASED,IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHT.C3.0 r / I� a -- = -'vvv
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Project Fib:Storm System A.ntm Number of lines:? Date:8/3/2024 l-- i/ / / / ') / '(< \ \ \
/ / 1/ \\ `1 \� \�/ y� JUSTINWLYCCOPROPTIES.COM
3.SEDIMENT IS TO BE REMOVED FROM THE TRAPS,BASINS,AND DAMS WHEN STORAGE / � /\ II / / 1 j I/ 1//� A �`�., , \ \\�\ \�\\ \--,y�
CAPACITY REACHES 50%.GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE NOTES:Intensity=97.68/8DktSmno l7.t0)^0.86-Re reperiotl=lo Yra.I '°CrNeIdepth / /'II / JIS. \\ / \ \\-
SEDIMENT POOL NO LONGER DRAINS PROPERLY. A I / / / J J� -(/-/(� ll .1\'L, A�A V 1 \t \ �/AV -�-
4.SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES Tv -v A s:...III vV A)� .y:ia ////' FOR STO/E�� -IVE / 'I 3�`4i �I '' ''.--Nit-
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APPROXIMATELY 0.5'DEEP AT THE FENCE.THE SILT FENCE WILL BE REPAIRED AS E».FOREST LRE K DRIVE((SR 2951 1 LI vo / ��,�` �� \ O \ 1 / x' �D
NECESSARY TO MAINTAIN A BARRIER. _---f/- --- __aCei1 rr'P 1`���-1}yy� _ ��-�1-p-C �y[�-;4)V ��7. _-�) y ,;///��� \ )1..�\,,--SEDIMENT BASIN(
/1*�-7- __ I---L *+� XEr tintnat=' l-- ..1 �a, �� I \/I��•y a 1 -WITH SKIMMERS COIR MESH
5.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES j CONCRET 1�-y-., l / n _ \ , BAFFLES
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL /f / / / / \_ wgSHouTJTYP. T2ry.. y�-�L k !+� �� L
DISTURBED AREAS HAVE BEEN STABILIZED.ADDITIONAL CONTROL DEVICES MAY BE ' i'' / / / \ \lam 1 I 1 \Ai�1\ 1 \ \ `\ ( I 11 U
/ / ( - / I I , 1 \ 1 \ \ 1 I / 1 1 FES � \a 0 do'I �1 y 1 i
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE ^ / ' ,-/ I .,I I\I 1 V A I 1 1 I I 46 � Y v ��� V A INo�� \�, � Z
SEDIMENTATION.ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE ,, / I V / / A �I '
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. / 1.( \ I I lI 1 \\\m 11 Y \^ I L- \\ •F r• �. \ \ (^ . /I
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6.THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD 1 // / / /J1 ci/o\I I / / //(� \I\e, \ r DI _ s Al , \ \v• `�,..„\....„,',,\!1 \1 S \ �' /
/ / / l l I / //G I + -4rt -®i ®®®fff A 1 A A �� 4+ /
ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS.THE CONTRACTOR SHALL / / / / /'f / / / 0 Ig I r F�__DI2 I 1` \ \ y -.1 �\ \ % /\ /D Z
/ / I I / Il A 11 1 1�� V A \ /
DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS MAY BE REQUIRED. / l)A r ,j / / 's 1 1 d 1 1 I - - ri� I \ I 1 i, 1/ / / 1 / \_, OCK DdtliT T T)r j1 I 1151 1 / / A \\ 8 \ I I I I I Ir(A\\\\\ \/ 1 , 1./ J �, / PROTECTION TVP) 1 / `"\ \ ` III`I o J 7/ ) / / VI' I 1I L 'qu1 I\ ai. EsB' IIA I \�� /I I IpN� 1/ / /i 0Iv '// // V -/ I AV� AAlv_ \\ 1DI ♦ v ' ' S, JNM \� -,-- /,art_ •V A/�<
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RUN OF CREEK IS THE\11� l//IIIII i1 I.. -, II �I�/lr I I '\ \I �I_ \ I\ \ I �I \ \ ]I \'\ \I \ \ II \ - _ I 1 I 1 L t \ \\\y 1 //'t' A'll^j,( \ ii `-, 2 U
PROPERTY LINE//I /I/I�� \ - /A/ //1 \ \ r \ 1 \ \ l \ \ \ \ \, \I \\ / I' I '\ II
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CONSTRUCTION SEQUENCE NOTES: I I)v !I/ P b A v I 1 y 1-v�3p vI v 31� 34/ / 35 i1 36 1 1 37 as / I l I x I v _ V _ / / v 11\I 11/// �� 11 Z CO
< 11 r I> \ 29 1 1 \\ 1 \ I II 11 I / l / \\ / /f /1 //I /~ /I /1 1 i -I -I:- LA- `RR 7 I/lI/ 1 LJ� 0��v I // III I A 1 / YI A , °r ; A 1 /�lll /
1.RECEIVE APPROVALS FROM NCDEQ. I 1 IAA I Ill v�/ 1 III V A> Y / A I / / I / I / / V / iV / , 1 1/ A --/ 1- -_�J ^ ' - L , a / 1 \ ////// /d/'-
ll 7 / / T I 1 1_ / Vv /1'- / Y /'I I / I // f I l/ 0 I11/ II �v L� I v 1( / / I l 1 I I / I / A \ ,,-�Y / / r-;P--a- I I�m1 r/_ / \`/0 1>1 V I r /!�i�fl-, (/�
2.NOTIFY NCDEQ REGIONAL OFFICE PRIOR TO BEGINNING LAND DISTURBING I I-oA lI! av�,i I .-. l // / I / / / 1 / V A 1 r ,/ _ i2 L_�/ I� / I /A,//
/////VA I V . . �./�� / /rh...T/.J.��..I / t I' 1 /DIr $ � Frl ,/j ZACTIVITIES AND SCHEDULE PRE-CONSTRUCTION MEETING ON-SITE. IIrll / r e • erree•..•�eeY ti-;
• ,1l� l /l/ I � . r r'r �Ip / I /,.� I %o)GI / / fl \ \III 11 4 A � I 11 �IIv 3.INSTALL STABILIZED CONSTRUCTION ENTRANCES/EXITS. / / ,/ sl , Tv1YLi E v l /_ y • I 5 VI/ 1j4.CLEAR&GRUBMINIMALAREAREQUIREDFORINSTALLATIONOFEROSION j // 1 > A \ L r-, L I - 1 -r7 I I I 1 I /i 1 / / // /CONTROL DEVICES. � L J E\ J 1 J/ L JLLS L L J L/� // '/' 13/ �� = , GENERALNOTES:
Ax - lk -▪te5.INSTALL PERIMETER SILT FENCING / j/ /I� , AVA A A A i1\ - 1 /` I v. /; 1 1.PROJECT ACREAGE:±52.69 ACRES
�i _ �I - •P LI A - / -� \ �`y LATITUDE:35.998451 LONGITUDE: REVISIONS
e°// i/ l \ _ - �- '-I3 49, t-1 �� %/ -`'' /\ i ,.,,,,,.,....„-_ ,,/ �, -- \ 80.124678
6.INSTALL SKIMMER BASINS AND INSTALL COIR MESH BAFFLES AS SHOWN. // 1 ,. �, �u AR_®® M ME=4�_ _ �' �r,' \- // '� { , ( A
/ \A �� o .:.Y ��=-�T _J _____ ___�__ �� _ r I .�\ -_I \ \ 2.DISTURBED AREA=20.9t ACRES
7.INSTALL DIVERSIONS TO SKIMMER BASINS AS SHOWN. /�/, 3 `� 1• ` \ ��_�_�_ �I '_ _ ----_, J:= �� \\ \\ v!� N II
��
\ L .-
/7 • - '-LINE DI CHES AS PER ee e \ . n �. !� e• 1 I 3.SEE SHEETS C2.1-C2.3 FOR EROSION CONTROL DETAILS.
8.CALL THE INSPECTOR FOR INSPECTION OF SEDIMENT AND EROSION CONTROL /,,thy/// 4 I I I I I r 1 DETAIL,SHT.C2.2 ^eao�,.� I ` \ @ \ �' ��{.'lqs- a, -�)\ \b\ '.(
MEASURES ONCE INSTALLED. J //j%// r_/� \ I I - -- I 1 1 -- - ` -- - \ � \ \AAA _�\� \n\�4swMMER 6ASI�z
} �/ 1 r r- I -I H 11 r , r -- - Y r �7�-1 \ I),_`/. \ -\\/ / ,c016�n,H AFfI,E5 4.THE PLAN APPROVAL IS BASED UPON THE EXISTING SITE
/ / I I \ I �I \ t Y^ _ /,I,:..,,,--.
\ � CONDITIONS.ADDITIONAL MEASURES MAY BE REQUIRED
9.UPON APPROVAL FROM INSPECTOR,BEGIN CLEARING AND GRUBBING SITE. p ,/1 :T \ r�/1 \ 114 m I II / 1 \ 7-I /I I� 1 1 \ \ \ e _- \ �FLEx19LE P• SLOPES h `\1\1/I IF THE PROPOSED MEASURES CAN NOT FUNCTION AS
I(' / ^\ ` \ \11 II 1 (1 II w I I I _ I I I I I T \ \ \ ,�\� --14- .DRAIN ITYP) ^>l1 \ I I
IA I �y.e! .4 V I A I I I -- -f�l -i // r _I I A v vv ���v p / //// I INTENDED.
10.COMMENCE GRADING OPERATIONS FOR STREET AND LOTS. �> I�r A /1 \ I 1 I I I I 1 1 I 1 L , 1 -� Y 1 T 1 / A v I p'� \v A A_ V v v vI / (\ v`NI i 0,,/!
11 /1 a /\ IV A 1 I\ fie I1 I 1 1��\ -F 14,-� .J,�7 Ir._. /I 7 I 7 I I 7 1\ rose-v \V Al \ ,, 1 I I 1 ) 1 111A,,1 5.TOPO&BOUNDARY PROVIDED BY:
11.ONCE GRADING ROUGH OPERATIONS ARE COMPLETE,SITE IS TO BE SEEDED AND 11 e� e A A \ t.A a-y-4- 4-'� Y .� .�. •�• ro e•{.e..a.... :-•.-.y. .y\.-• d • V A AAv Ave I (\�r / I (, COE FORESTRY&SURVEYING
I �V �..i..J.. :r }..LI .�.. ^ r of V A A. A / A / 1 1 P.O.BOX 36
MULCHED PER SPECIFICATIONS.EROSION CONTROL MEASURES ARE TO REMAIN / ( .4e e',T V 1 1 o v I,---__1 1 1 1 1 Yv ^ ��������1���T Yee �� 15 V A I I - V I I I /i/ A I(/
INTACT FOR HOME CONSTRUCTION. U 4e A R� '1'V V 1 \N I AI A A V A II A\ II A -_/A 1 T _ --I-4 1 /1 I _ I I -/ 161 A\ V A ` I I I/ I/
1 _ v { \* V A A V I 1 V A f .,)I ,/` WALLBURG,NC 27373
�.f \ \\ \ \ \ \ I LI If&OF DISTURBA OE(Ti/P- --I_1 )8,DIVEIi ION DITaH(TYP.) \ \ \`\„,,,.\ \ \ 1 1 1 II/ / //11 1
12.FINE GRADING AND HOME CONSTRUCTION SHALL THEN COMMENCE UPON - • O...ee.\ A V A 25 11 A 24 \ 23 K 22-r\ 21 v I I I ./ _.T_ ` 1 1 1 A AI I 1 I//r 336-769-4673
I\ 2 1 1 \26, \ \ \ \ \ \ ��\ \ \ I I //� //
INDIVIDUAL LOTS.BUILDER SHALL INSTALL SILT FENCE&CONSTRUCTION ee A I`, A t l 1 \ V V A ,,______I A vIv / .1 1- 'v J, 1 r/ A v '4 I 1 vv /A 111 I III / /1/ni -,
e \� \ 1 V ` V 1 A `I. 1/f -1-ram 1 T, / / / A ` V v _ I A \ v V v 1// �/ / //n
Z ENTRANCES AS PER DETAILS ON SHEETS C3.0&C3.1 AS NEEDED TO ENSURE NO 1 / it. \ I A 1 A 1, A \ v_/ -/ - I I\ s V / 1 V A V A 1 1 / /f r
< OFF-SITE SEDIMENTATION. vI' - SEDIMENT 9'AslN 31 \� A \ VA1 1 \A \ v \ • } V 11v 1 1 -_I ./ 1 /1 -r �,1V 1 Iv�.- 7, )'' V A A A 1 (III III/�I// /U/�'
J ♦ \ (SKIMMER&COIR \ \ \ \ \ \ k"' rT_\^ \ 1d / /'/-� 11 L \ \ /°u \1 \ \ 1 1ii, 11/ /1 /'V I ^/
1\\\ 4 MESH BAFFLES\ 1\ \ I\I \I\ \ \\ \ \ I\ I \ \�J- '/ \ 'r'/0/) I-T III 1 f�I \\ { //1111111111/ ( / I
\i \ 7 ��\. \ \ \I / / PROJECT NO,2024.18
13.LOTS SHALL BE STABILIZED PER SEEDING SCHEDULE UPON COMPLETION OF FINE \\r/I '• 4e \ \ y\ \ \\ I I\ P A \ \ 1\ \ $,q A \\ L'--- J-L^ \-� �r ,r !I,Y \ \1 \I I\ \N \\ \ I !1 II
I III \III\I I�- I/
O GRADING AND HOME BUILDING. 4>V\\�;\• 7 \ \I \\A \I I 1A \\ \ \ \ I\ \ .l j\ \-1_ _-�-I-I L! \ 1-, / 1! I Iti�l /I( 1 / \ \-/_1^ a�, . \ III 1111 I/J, 1,e1/ SCALE:1"=100'
7s-,7�* \ A )` \ IIAIAVA I11AA 11 �' II I1v-, vTI /// /T .I�11 ( I I II R 1\ 11111I II/ 1/111E8 1 /I"/1/
CK 14.EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL CONTRIBUTORY A c P 1vA 11 / / b1 1 /1 1 I 1 I \I 1 A 1 I j_j,,ry---,xi ! -A A 1'1-/ / ) 1 'I /1 ( 1 1 -„/--^ VA Iv I I Ir///�I/111 I I / l)/, DRAWN BY:KTL
I- AREAS ARE STABILIZED AND NCDEQ HAS AUTHORIZED THE MEASURE REMOVAL. \1,b�,,�,�2 l\ > I / \\ ^ -- 1 1 "7 1 I I / / 1 II !S 1 \ I Ill I/// /I III / I I
Z \ \\ \L-� - f I 111 1 1 \ 1 \ I� �•/-' \ / /f >I\\� �7�� `i` -�_-/`i-- 1�1 Ill ll I 1 I CHECKED BY:MSL
L----J L----J IL`--�J L-L J L=--- V J L---„J L/✓ i, u1 I L
O I \vvv A/v Ivy y, v ,( r v 1 v v vv I n. -- V I��, y v� I 1 1 / ul lul TII v
U -- \ A' 9' - n \'\� \ '.� \ \ \I �6a0�� /''''','-/
{ - /I III III DATE:06/18/2024
_ '11 (\ 1 ;Ziv � v ) I/ l , / >`ve\ IV A ,I 'hf- - - A PI`- / /,/, ) I, ) 6^w'90 s2�9s4---rv----e 'vr__- -//'V ////// quIII i;1111 11
z APPROPRIATE PARTIES AND 1)CD `EXISTINGI I v1vV"`IIg a-,v v / / v > I v/),vv I v vv -- . ,,% , v !v A '1'T v ` - v/ /-v -v� ----- //// // 1 Iv GRAPHIC SCALE
0 UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. ( \AAv�, 1 \ 11 ( �, v Iv V 1 ,/� 6,_:-.:„.;-,,,,, ,v A , /' //// s 1� � _/ \ I � � o/,!;i� //�//11/��1 `
\n 0 21.CONTRAC TNE TOR IS RESPONSBLELFOR PLACNG ING BARRICADES \�\\` i\\I�P'- \I;,"'t; i 1�ll� `�\�/ 'l'% �' �',i- \ \- i0, ,/ ..�,, I, ,DO D W ,00 200 IDO
O u Tc AS NECESSARY TO INSURE SAFETY - \ I I /n \ } /' \ -/ h � II 11 SHEET NO:
811 \° /
G00R E
\�/ sI.CBE REP aDEPARTM DEPARTMENT OF TRANSPORTATION.
TOORTH I� 1` I\ `I / `I 1 '7 ✓1 1'3 �A
LLI N / I/ I A , A 1 I I/ /'I �'`-/ VAS. V •• ( IN FEET)
V 1 A Av l L.
r ��/ I Ngs�v 1 inch= 100 R �! w
CO aI.sHoswc wlu BE accoaanc To oslla TRENCHING I- \ \• -r \ \\
Know what's below. mANDARDBPART1a=.'.RTP.ORASAMMENDED. \ \\ r\ , , -
1 , 3,
N Call before you dig. 6/ v1vI vy i -A1 /
v 1 vq y,/f

1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO MATERIAL FROM /
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED. DITCH EXCAVATION ,
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3"DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED GROUND LINE LATFdAtlj-6�YALTERS
PREPARED DEPTH SHALL BE 4"TO 6'DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6"TO 8". L=THE DISTANCE SUCH THAT POINTS ",\,)\, ,,i ENGINEERING,INC
3. LOOSE ROCKS,ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED A 8 B ARE OF EQUAL ELEVATION _• /X/
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT �" N.C.CORP.LIC.C-1815
AND MAINTENANCE OF VEGETATION. A a 16507-A NORTHCROSS DRIVE
4. APPLY UME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS /�
WITH N, HIGHER THAN 6 NEED NOT BE LIMED. CI IC IS NOT \ /�jA/A/j•/• /\/.\. ,\\\\\ \\ /\ \ \ F' 1'-z�E HUNTERSVILLE,N.C.PHONE:(7U4)$S-S4S4$
KNOWN,APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW. �/
APPLY LIMESTONE AND INCORPORATE INTO TOP 4"TO 6"OF SOIL !`// \/\\/\A/` /\
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF \\ \\i\\'` NOTE: SEED TEMPORARY DIVERSIONS IMMEDIATELY AFTER CONSTRUCTION. FAX: [phone]
NO SOIL TEST HAS BEEN PERFORMED,APPLY FERTILIZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR ,I,II,,
FURROW SLOPES STEEPER THAN 3:1. TEMPORARY DIVERSION DITCH DETAIL `
7. SEE TABLE BELOW FOR STABILIZATION TIMEFRAMES FOR VARIOUS 2 `,rvrv,(tS CARD''%,
DISTURBED CONDITIONS. , I,VU `pQ;.pFES S%C
N.T.S.
• U b_Mettle CUSS B STONE R-
• 0� S"MIN N�-n
PERMANENT SEEDING SPECIFICATIONS-O •• •• •� gyp/ : _
r•••••••ram W � •+�'rr•♦ _ ." SEAL
LOW MAINTENANCE AREAS •;•••••�� j0'Sc ,', Ar(.III::' - 17646 �`
STEEP SLOPES OR STONY,SHALLOW OR DRY SOILS TEMPORARY SEEDING SPECIFICATIONS-O 1..::F 'rv-U�R•Pt P J..4444) FLOW %ie•F}(C6 e4P,`,Z,;
DATES TYPE �� DATES TYPE RATE AMENDMENTS CLASSBSTON �� i1 J 4'CT06'r '''''CL L S• s
JAN.1 -MAY 1 RYE(GRAIN) 120 LB/ACRE 2000 U3/ACRE GROUND 1ST II 11I1
AUG.25-SEPT.15 TALL FESCUE 100 LB/ACRE �• NOT
FEB.15-MAR.21 SERICEA LESPEDEZA 30 LB ACRE FEB.15-MAR.21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL UME- TYPICAL LONGITUDINAL SECTION
/ STONE AND 750 LB/
KOBE LESPEDEZA 10 LB/ACRE OR LOBE ACRE OF 10-10-10 A a � ISSUED FOR
GENTLE SLOPES,AVERAGE SOILS FERTILIZER Q/ CHECK DAM 11:11111RIP-RAP ON m
1 SHIN c CONSTRUCTION
DATES TYPE RATE AMENDMENTS CUSSBSTON
DATES TYPE RATE ISOMETRIC VIEW
MAY 1 -AUG.15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND _il�nm �1�-
AUG.25-SEPT.15 TALL FESCUE 80 LB/ACRE AGRICULTURAL UME- .•�, _ �•
FEB.15-MAR.21 SERICEA LESPEDEZA 20 LB/ACRE ACRE OF STONE AND 750 LB/ NOTES, 4•••`.. F �•
KOBE LESPEDEZA 10 LB/ACRE FERTILZERI0-10-10 •:•''�.'''•'l`'�
%TYPICAL CROSS SECTION MAY ALSO BE USED IN OTHER DITCH SHAPES. �••••••:•'7 FILTER CLOTH C
DATES TYPE RATE AMENDMENTS 'S••••••�
HIGH MAINTENANCE AREAS EXCEPT OE SHONE SHALE PLANS.DIRECTED BY THE ENGINEER, .•;11"2 I WILD HORSES
AUG.15-DEC.30 RYE(GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND -a�
GENTLE SLOPES,SOILS WITH AVERAGE OR BETTER MOISTURE,COOL STIES AGRICULTURAL UME- 410 A B C THICKNESS RIP-RAP DEVELOPMENT, LLC
STONE AND 1000 LB/ TYPICAL CROSS SECTION END# PIPE/SIZE
ACRE OF 10-10-10 ( ) (ft) (ft) (ft) (in) CLASS
DATES TYPE RATE FERTILIZER
AUG.25-SEPT.15 BLEND OF TWO TURF-TYPE 200-250 LB/ACRE ROCK CHECK DAM DETAIL CULVERT3 18" 58 4.5 11.5 10.0 21 CLASSB
TALL FESCUES(90%)AND N.T.S. CULVERT I&2 24" 12.5 6.0 15.0 13.0 21 CLASSB 3409 UNION GROVE ROAD,
TWO OR MORE KENTUCKY MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. WINSTON-SALEM,NC 27127-9212
BLUEGRASS VARIETIES(10%) STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH PHONE:[phone]
ANCHORING TOOL [e-mail]
GENTLE SLOPES,DRIER SOILS,PHYSICAL LIMITATIONS GRADED SLOPES AND FILLS-THE ANGLE FOR GRADED SLOPES AND FILLS RIP-RAP OUTLET DETAIL
SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY N.T.S.
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
GATES TYPE RATE
STRUCTURES.
AUG.25-SEPT.15 BLEND OF 50%KY-31 TALL 200-250 LB/ACRE
FESCUE AND 50%MIXTURE
OF T OR MORE TURF TYPE ,SILT FENCE
TALL FESCUES )
1
AN SPACING GUIDE FOR SLOPE BREAKS NO.57 WASHED STONE STEEL POSTS ONLY
f 8"MIN
GRASS-LINED CHANNELS,AVERAGE SOILS SLOPE SPACING(FT. COTEEP SLOPES .1 20' �OA� CUSSBSTONE FILTER FABRIC OR COIR MESH0 `/,
DATES TYPE RATE 3:1 35' ----_ p (SEE NOTES BELOW) ('�� z J
AUG.25-OCT. TALL FESCUE 200 LB/ACRE OR a1 1 m_ BACK-FILL MPACTED TSOILCH W/ `:
4-5 LB/1000 SF LONG SLOPES IS-15% 80' ~ 1�~ Farr
a Oe�
" " w H La
410% 125'
GRASS-LINED CHANNELS,DRY SOILS % - - I':}:;;+.% ni�:A� FN�,' `/� z
z% - CROSS SECTION "'(x,'y.' :"` O w
DATES TYPE RATE Q
APRIL 15-JUNE 30 COMMON BERMUDA GRASS 40-80 LB/ACRE OR PER rvcocrvR rvccscR cwwTBR s. .TABLE s.oze TOP VIEW T U
1 -2 LB/1000 SF Z ANCHOR SKIRT 4"MINIMUM y Z
' CL
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND TEMPORARY SEEDING MAINTENANCE: RESEED AND MULCH ALLAREAS O O
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTUZER. WHERE SEEDLING EMERGENCE IS POOR,OR WHERE EROSION OCCURS. l^
DRY SOIL,GRASS-LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. / „ V J
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER. PERMANENT SEEDING MAINTENANCE GRASS MUST BE MOWN TO !� % %��O'{O•:y. Q
MULCH SHALL BE APPUED AT THE RATE OF 4000 LB/ACRE OF STRAW. 0 / /re e C eLLIREDUCE COMPETITNENESSRE-SEDINWRHHA PERMANENT OR LONG TERM p A ®/ / ®O•*O. \ I-
Ct
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH VEGETATION. RE-SEEDING SHALL BE PROVIDED AS NEEDED TO A�m / %............®®
ANCHORING TOOL JUTE OR TESEXCELSIOR MATTING SHALL BE USED IN GRASS / i1 e
ENSURE ADEQUATE GROUND-COVER. / - - 8 l d d t th f b th f
WOVEN FILTER FABRC
_ 4 9
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH. R - > J
® kiMi`i$ft^i 60i®N4 iV 6 t strength fabric without f LLJ Q Z
T _/II�I�I II II II II _
STABILIZATION TIMEFRAMES L I )- /. II II II-1�1 11 II% I. O
o. II II11=j1�.1i1-11 II II-1L-/1� 1-Ii=i WOVEN FILTER FABRIC :;Oei.p��e�J�I(.Y'O,I1444.. , ..•..,.pe `/ c
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS1=11=11=11✓-11=11=11=i1.=.IL=1/-11=11=1 OR COIR MESH �y.•�❖.❖I�e, , •eell�le�•:':•:':•:i❖:❖:':•:':•:':•:i❖:❖:':•:':•:':•:i❖:❖:':•:':•:':•:i•:i•:ih'.e%oeeee f.:� v C
II=11=11.'TT.II -1=11-11=I1-11-/11.=II=11. (SEE NOTES BELOW ❖::4441�i':::::❖::4A$•*k**':•::::❖:❖:❖:•:::•::::❖:❖:❖:•:::•:'::::❖:❖:'O':•:::•:'::::❖:$$::•:':::::�' l/ `)
® PERIMETER DIKES,SWALEB DITCHES AND SLOPES 7DAYS NONE q ) O��GO G,:.� •4 W �+
11-_- .1=1=11=� 1.-11.-1' II=11= :w,>�e„e4/ .: :y,3®
HIGH QUALITY (HOW)ZONES JDAYS NONE c,
c
� Q O O 'J.•J 44B 3e J
aq o e e.. »40
9 �,•
a e...•:»,/,.<%�::::::3::5%::::°:::::::5:5%5%:::::::::5:5%5%::::�::::5:5✓>::::'.�::�5SY5.✓/pa SL:R.. 4
•
IFEEER THAN
21,14 DAYAREALLOWEDARE NOT % Dee000�•:J�:O�,�fO::::::::::::::��::::::::::::::::::::::f::::::::::::::::::::f::J:::::::::::::::f::::::::::::��14J�:�� i4I44IJ•:4ee®44 < 7
SLOPES STEEPER THAN 3'1 )DRYS STEEPER THAN 2'1,f4 DAYS ARE ALLOWED. FRONT VIEW 4144eee,/4� ) 4 Sl eeeA/ 404j0•eee0e ee• `
SLOPES 3:10R FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH • 1 �% +� � �( JOV Tt:tai//0 aTN .-. w O
4,A re
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES -
_ - P
d III II 111 1HII III 1IIEllEII III III111 III II-111 III III=1llII 111 11E 11 0
CO
SILT FENCE STONE OUTLET IIIII-�IIIIIIII IIIII III II L11111D II ImII .III-_.I I E MIIID II��IdI IIIIIIIIIII H
SEEDING SCHEDULE&NOTES N.rs. " .rn_L II 1 IJI I�IZ[I-I - -D- I III 1111i I LIFT Ill III tl I III III I ll - -III il' O O
111=111-111-11 I- 11-111=11 IE 11=III=III=III= -111=1I
1 "-III=111-111 1T1=1�1- - z Ct
w
GENERAL NOTFS;
NOTE: 1.CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC
50' PUBLIC FILTER FABRICS.(REFER TO TABLE 6.62b IN THE NC EROSION CONTROL DESIGN MANUAL FOR
MINIMUM STREET MATERIAL PROPERTY REQUIREMENTS) REVISIONS
15" CULVERTS SHALL BE USED AS NEEDED 2.ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES -
FOR DITCH CROSSINGS. ABOVE THE GROUND SURFACE.
TammteamfamialeE ��I�II� NOTES: 3.INST MESH SHALL BE USED IN LIEU OF WOVEN FILTER FABRIC FOR
6'MINIMUM THICKNESS INSTALLATION OF BAFFLES INSIDE BASINS AND TRAPS.
EX/STING FILTER 1B0RIC UNDER STONE 1. PROVIDE 6"MINIMUM 4.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
GROUND STONE DEPTH BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER
15"CLAP TEMP.CULVERT CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
2. USE#S WASHED 5.SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
50' FOR DIVERSION DITCHE I STONE AND RAILROAD THE TRENCH. SIDE OF THE POSTS EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF
/ MINIMUM \ BALLAST MIX THE TRENCH. FASTEN THE WIRE REINFORCEMENT.THEN FABRIC ON THE UPSLOPE SIDE OF
"0`0"0` `(]"0''0"(] AS NEEDED , THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
12' 000000000000000000 PUBLIC ``, S STABILIZATION FABRIC 6.W. INSTALL SOIL HEN GA HWIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART.
MIN. O O O O O O O O O STREET
O 0 0 O 0 0 0 0 O OR 4"COMPACTED SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
61 / 0,.,0„0,.,0,.,0„0,.,0,,0„0,., ABC STONE UNDER
B ENTRANCE 7.EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
,�� 4. Ts ANY
AGGREGATE PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
JGENERAL NOTES: TRACKED INTO THE 8.EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG
A STABILIZED PAD OF STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR ROADWAY MUST BE THE PROPOSED LINE OF POSTS AND OPSLOPE FROM THE BARRIER.(SEE DETAIL)
Q , SWEPT BACK ONSITE 9.PLACE 12 OF FABRIC ALONG THE BOTTOM AND SIDE OF TRENCH.
LEAVING A CONSTRUCTION SITE TO OR FROMA PUBLIC STREET. oN A NIGHTLY BASIS
W 10.BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
0 STONE SHALL BE2"to3"COARSE AGGREGATE . MINIMUM LENGTH OF THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. PROJECT NO.:2024.18
5
SILT FENCE 1111 CURB ENTRANCE 11.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. SCALE:1"=100'
THE ENTRANCE SHALL BE MAINTAINED INA CONDITION WHICH WILL PREVENT TRACKING OR FLOWEING &GUTTER
0 OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP MAINTENANCE NOTES:EC DRAWN BY:KTL
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF dliii8,
1.FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY~ ANY MEASURES USED TO TRAP SEDIMENT. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACHZ 1 CHECKED BY:MSL
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
OANY REPAIRS NEEDEDSHALLBE MADET.'MMEDIATELY.0 ALL SEDIMENT SPILLED,DROPPED,WASHED OR TR4CKED ONTO PUBLIC STREETS MUST BE REMOVED DATE o8n 8/2024
IMMEDIATELY. 2.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND E BARRIER STILL IS NECESSARY,THE
z WHEN NECESSARY,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC FABRIC SHALL BE REPLACED PROMPTLY.
O STREET WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED 3.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. FENCE SHOULD BE REPLACED.THEY MUST BE REMOVED WHEN DEPOSITS REACH
O APPROX.HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN SHEET NO:
CC PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
W FILTER FABRIC SHALL BE M/R4F/5000R EQUAL CONSTRUCTION ENTRANCE TO THE EXISTING GRADE,PREPARED AND SEEDED.
I SINGLE FAMILY LOT /'�
co STABILIZED CONSTRUCTION ENTRANCE/EXIT . I
N.T.S.
N.T.S.
N SILT FENCE DETAIL r'
N.T.S.