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REVISIONS
V/ClN/TY MAP -NOT TO SCALE PRE-BID SET POST BID SET ISSUE DATE D ISSUE DATE
DATE DESCRIPTION
on/06 40% SUBMITTAL
6n2io6 90% SUBMITTAL
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I LOWE'3 HOME CENTERS, INC.
N 1605 CURTIS BRIDGE ROAD WILKESBORO, NC 28697
N GOVERNING AGENCIES S 336.658.4000 (V) 336.658.3257 (F)
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TM DRAINING Is THE PROPERTY Of LOMB'S HOW CENTERS. INC. ANY USE OR REPROd=0N IN Wr 40LE OR PART 13 PROHIBITED WITHOUT THE
a PLAN APPROVAL TELE v LEPHONE EXPREWED WRITTEN CONSENT OF LOWE'S HOME CENTEFS, INC. COPYRIGHT 2003 ALL RIGHTS
a CITY OF WHITEVILLE EMB 317 MADISON STREET 303 S RESERVED
VIBARQ
i3 SMYRNA ROAD f OWNER /DEVELOPER
d WHITEVILLE, NC 28472 WHIT R O
E HITEVILLE, NC 28472
910-642-8046 910-6 a ATTN: ELAINE JOHNSTON ATT v r, ~~c
0-642-9108 JEMSITE DEVELOPMENT, L RN: CURTIS PRITCHETT P•O. BOX 1000
0 JEFFERSON, NC 28640
.ECTRIC 336.864.7191
WATER AND SEWER ELEC a PRO WHITEVILLE PUBLIC WORKS ~ 3524 314 S MADISONSTREET ~ WHIT y WHITEVILLE, NC 28472 ~ 910-9 910-642-3422 DON
tOGRESS ENERGY ATTN: JOHN WITHERSPOO 24 CHADBOURN HIGHWAY
CIVIL DRAWING LIST
HITEVILLE, NC 28472 CIVIL ENGINEER PAGE TITLE
C-1 COVER SHEET
0-914-2000
C-2 EXISTING CONDITION
ATTN: MIKE SASSER ~ ATTN STN: STEVE HERRING Lrc?ND C~ SITE PLAN yy~
PLANNING 'C~ --'vri~Li-~-7~ '~~"-reV 1' alp
r - ASSOCIATES, ING
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o ~ DEPT :PT OF TRANSPORTAION C-6 EROSION CONTROL PLAN PHASE 1 Sc DEMOLITION PL :IATES OF NC, INC. C-7 EROSION CONTROL PLAN PHASE2 PLAN
Z NATURAL GAS ~ NCD PIEDMONT NATURAL GAS ~ DIST WILMINGTON, NC {r m 0
:DOT LAND PLANNING ASSOCIA STRICT ENGINEER 110 WEST 1ST AVE. SUITE 94 PRISON CAMP ROAD EASLEY, SC 29640 W
~E A C-8 EROSION CONTROL PLAN PHASES C-9 EROSION CONTROL SHEET
1194 910-251-2818 WHIT FAX:[phone] ~a 910-6 a co
C-10 EROSION CONTROL SHEET ~r~~
HITEVILLE, NC 28472 864.242.6072 C-11 EROSION CONTROL SHEET ,gip,,,, gaol 7
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REVISIONS PRE-BID SET POST BID SET
V/C/N/TY MAP -NOT TO SCALE ISSUE DATE ISSUE DATE
DATE DESCRIPTION
06-01-07 40% LOWE"S
~n 7428 06-12-07 90% LOWS"S
p PRO?ECTLOCAT/ON , ~ ~ ~aoN ~iL" N~ O~ 06-2947 REvISM PER DM COMNE WS
o°dL ~ a~ v ~ ~ / i a ~ a~,~ O'NEIL WALKER
~t g ~ / Coed 8k. 279, P 68S
W ~ PATRI~ o d SUSA ~ ~°~1/F J] ~ / ~ Plat Bk, 18, P9 78 ~ Lot Z <SC~ ~TRI~V~SE ~ T~ ~.e~~
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0~~' ~,5`~~ o~~ 0 a - ~ / ,,y~.d~ ~o ,Yd}`/ Plat Bk. 15, Pp. 78
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~~t ~ ~ I ~ - origtsat Traot ~ °1' a ~ HO 8E pi o ? 1,/ ~~~ap~~ DOSHIE POPE
ge ~ ~ , --4 ~ ~ ~ I, ~ ~ ~ JAYBS A. BdTI.a'Y, ?r.~` ~ N ~'~x Z +~d~°A / 8 K SEa1.E~tS Il~l~ - ~ ~ Deed ek. 340, r~. F'~• "~r I K ~ PU?T BOOK 9 -PARE 6S ~ ~ .
3~ _ ~ e~~ „'~1 ~ ~ S~Y ~t D~~d Bk. aI0 - Py. 880 M ~16Z'8 ~ v v Z U
TRAC j - a~~~c~~` 6~~ ~ \ / ~ ~ 7~ STORYyV 00 rpd iln S~ w y ~ Q
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Sin IrN~ee JERRY STEWART ~P~ << ~ 1HURSIGN SEUfRS ~j Q ' MaD~i s Hans g d N ~ „t, pC18TIN0
~J~ JOB'S OLD !ON ~ I / ~ Ff~AME~l~ouS ~ ~ 1 ~ Dtod.B~ 637, Pg. 9~'$ - ~ Q~opoSe~ N / 0 1 j ~ ~ o ~T, ~ ~ cwt ~"k. ss, pe. riot '~y, \ 25 l , ' ~ ~ C1 f / 1 2~ ~c~t e~. xs, a~iatJ) ~,~`~v - ` \ ~ TRACT 1 / ~ A`° ~ ~6~ ~,r. J u i r ~ ~ ~ ~ ~ p~ f p" ~ f, 9~, ~ ~ 'i3 ,~1~ ~i y o,~~o~rd~ BUILDINGS ~~1`' ~ O ~ . N Za4 mN g
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ONd 8k. 4b7, P9. 977 r J•~;
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ADJOINER PROPERTY LINE
OML OLD MARKED PROPERTY LINE CMS CONCRETE MARKER SET ~
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OIP OLD IRON PIPE ~~G ~ ~ 1 ,F6~ ~ ~ ~ ~ ' ~ '\f / Ed9% ~fN/~ ROBERT . MEM E~69 7 i
IPS IRON PIPE SET L,M, LINE MARKER ~0~, ti~~' ~'c~r 6 I . ~Li W. p~ Bk. 696, 1 ' i ; ~ ~ ` a OdO
CENTER LINE PQQ~o~~~~~~~ y I
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~O.i UTILITY POLE ~ I t ~ ~ ~ $ ~ I I.~-,Ipvroornor. tocotion a I F~ J
OH OVER HEAD 5\. Ilnderg?owM Po¦ar as ~Qy I i'Y sp \ of~ n , ~ \ ~v.. `Sods ~ Nblts, P~~ S n i~I ~ \ 7~ ~ `~u'b~ ~ r ` wo~\ I y'
~ FA,C, FIBER OPTIC CABLE a E,O.A, EDGE OF ASPHALT LOWE'S HOME CENTERS, INC.
~ TREE LABLE ~ _ _ _ _N/~ _ i
~1 DANIELS S5 ' ; 4~ 1605 CURTIS BRIDGE RD.
ONP OLD NARLED CONCRETE PIPE i UNDA DANIE ~ Deed Bk. 817, Bk. 817, Pg. ' 31 ' ~ ~ j ~ ~ ~ ~ \ / 1 q~• ~ ~ ~ '1~--9a•~ MARK dt KENT LOVETT i S WI LKES BORO, NC 28697
~ OA OLD AXLE Q ~ ~ EXTRA-TERRITORIAL JURISDICTION ~ ~ . SIiE Blk.-P~__N,_AIL IN ASPIIAIi RIVE I ~ _ „~~c~~ \ ~....,Er~__. ~~-~11 w~ ( Cad 8k. 677, Pq. 180 j~~ ~ ~
0 CITY OF WHITEVILLE ' SPC NORfHM1C~= 2(~691.5l3 FNI (Crtd Coard1~p~) \ / 336.658.4000 (V) 336.658.3257 (F'
cu ~ ~ I N ~ ~ sPC~ EAS -2085703.432 Feel (Grid Ceadi ~ ) 1 y v> ELEVATION (N VO 88) = 9 .60 Fed ~ v \ ~ 93. \ TMs DRAWING Is TFIE PROPERTY of LOWE's
o• ~i w ~~t~ ~ ( I MW CENTERS. INC. ANY USE OR REPRODUCTION IN MOLE OR PART IS PROFIBITED WTFIOUT THE
w En~roochmenl' 1 .f-Ca~~t~ N] 1 I ~ \ ~ ~ ` ~ ~ ~ 7 { ~ ~ ~ / ~ ~ I J`,~ EXPRESSED WRITTEN CONSENT OF LOWE'$ HOME CENTERS. INC. COPYRIGHT 2003 ALL RIGHTS
° ~ ~ al ~ ~ ~ ~~e ~ ~ ' ~ r~ ~ I r ~ ~ TOT OF ~ ~ ~ / ~ RESERVED
a`~"-, ~ ~~''e~ / /STANLEY IN S ENTS. LLC ~ 1
~ ~"~d~ /a`~ Deed Bk. 873. Pq. 933 1
4~ 1 ~ i I \ ~ gll~ l /1 ~ i ~ I TRA~T 2 ~ I .ft.
o Q TREE DATA TABLE • ~ r ~ lABE T1rPE OF TREE s HEIGHT DIAMETER LAB TYPE OF TREE s HEIGHT DIAMETER 4' cam,!-ai ~ ~ - ~ / 1 J ~~~~~~z ` tl~ 0
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PECAN 0~ ~ SPRUCE 3Q' Um s pq C OAK 4' PECAN ~ e~~U w ~
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~ PECAN PECAN • 8E ~ ti_`i~. 1y N ~t~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ BRACT 10 $ . ~5 ~ 1 ~ ~ ~ ~ ~ ~ u ,8.~5~ ~oo~p ~rw ~ bQ?'~~,~GQ` STANLEY INVESIIAENTS. llC
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p~ J WALNUT P1 PECAN ' - 3 PECMI PINE ' I ( _ ~
PINE ' R! MYRTLE ' ~ ~ overnony ~ ~
PINE I d [I PINE ' ~ I ~ r
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OAK ~ ~ ~ ~ 6 PINE ' / ~u N ~ ~~~~~ed Bk, 187. Pq. Od.S
3 PINE ~ 1 N1~/9 ~ ~ ~ \ . ~`~~~0 O~sd Bk. 21a~ Pq. 11a
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Z 01 PECAN Dwd Bk. 667. Pq. X77 I~ ~ ? ~o W OAK Plat Book 24. Poq~ a W o° U
. ~ ,y~+rr SUBJECT PROPERTY IS LOCATED OUTSIDE ZONE X ON FIRM W
~ F1 CHERRY ~ ~ ~ ~ 1 chmen Q ~QY ~N9 .,~y ~ ~ ~1'f_ '9S' ~ ` _ 1 . = ~ COMMUNITY-PANEL # 3720028000 J. EFFECTIVE DATE - JUNE 02, _ E 02, 2006. cf)
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***CAUTION*** TEL/~AX~ 910.642.2872 W co J ° 3: w
. - 3 - Myi~; g~pt d~ ~i' w"i a
~~-_n N.a oNE cnw unun ~.ocnr~ s~vu~ ORIGINAL
3 DAYS BEFORE dOdNli CALL 70LL FREE i-800-632-4949 ISSUE DATE: 05/15/07
~,r„o, ~ GRAPHIC SCALE PERMIT SET
41 ~ 1' / ISSUE DATE:
-4 oo mmmmmmma 10 30 so 120 CAUNOM 240 CONSTRUCTION SET
o .I No r, <?c 4~'~' ~.~``d`? ~ rl\ w NAVEML*rA= ISSUE DATE:
WELLS PROPERTI Dead Bk. 701. Pi 9 j$A 'ROPERTIES, LLC ~ ~ ~ -1ti~ti'~~ •0 MW F" SMIYKY rPWAIAna AIO VIUM ORAUMM 1I1pEN0A01M0 1M SOMW MAI= Mo WAWAIK NAT IM unum so" now ALL IM UW= 0 TW ASTA, DRAWING NUMBER:
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•

• REVISIONS PRE-BID SET POST BID 3ET
S/TEDATA O ISSUE DATE O ISSUE DATE ,
DATE DESCRIPTION
Acreage.
LEGEND W12-07 90°6 LOWS"S 14.21
PROP08ED DESCRIPTION Lowe s Tract
18 NUMBER O~ SPAClS p Tote/ 14.2
' ~f
CART CORRAL TISON TRAIL" N/F O'NEIL WALKER ~SC~
j- SI~iN Deed Bk. 279. Pg. 685 Me%~7 Bui/ding.'
N jF Plot Bk. 15. Pg. 78 $a/p„S F/ppr a~G~~ Lot 2 ~Gkk7~XX S.F.
HANDICAP sYMBOL PATRICIA VANCE IA,RIGHT, WILLIAM TEDDY VANCE, Jr. ~f/1C@ /4r@8 Recei~ing/Storage ~cXX~ Uti/ityRooms aO~O N/F XXXX S.F.
1~12AVY DUTY and SUSAN VANCE GRANTHAM XXXXX S. F.
~ = : ` ~ CONCW:T! PAVlMlNT Deed Bk. 730, Pg. 452 ' Tract 2 ~ ~ I xxxXS.F.
1 ~~~~Z~
STRIPING JAMES E. POPE ~ I~9St/GU~B3.'
Deed Bk. 338, P9. , Main Entrance XX Plot BkL~tS,~ ~5. ~s Main Exit X Lumber X ~ o ~ DOSHIE POPE MA/NBU/LD/NG TOTAL i~~~XX - 8. K. $EIIERS LAND SIf801V1 ON - Q r Deed Bk, 340, Pg. 399 XXXX S. F.
HCAVY DUTY ASPHALT XXX S. F.
z~~ ~8~ . XXX S. F.
GXVrXX S.F.
~ DIRECTION ARROW - o~.~.nac ~a~t - JAMES A. BAILBY, Jr. Deed Bk. 540 - Pq. 8S0 ~ . u
PAINTlD STOP LINO 1ZQ~ LF OF 4 FENCE N/~ THURSTON SEI iTING ~~1~ WITN GAT SCCESS ~ PLAT 800K 9 -PAGE 65 q, ~ Garrden Center z ~
IRSTON SELLERS ~ D z - Shade St~ctures XX~ .'4 a ~ ~ XXXX S. F. z a ~
a L16HT !'IXTURL EXISTI drig4na1 Tract - ~ARBEQ CHAIN LINK ~LNCC JOE S OLD FASHION RESTAU R BAR-9-QUE, INC.
NSF v ~ N 'MURSTON SFII.ERS COV@r@(~A/'@8 XX JERRY STEWART N ~ ~ (X" S. F. Z .O ii m ~ m
I~~~ Open Aga XXX Garda Center Tote/ XXXJ Park>n~ Requi~ements• )CIGaCXXS.F Z~ a~ dQ 0~ M Q_
1U RANT ~ , ~ i~.o~~c es~ y ~ ~aUCXX S. F. ~ d 4 N
Deed Bk. 537. Pg. 928 m c co W ~ 11A
Plsut Bk. 6~, Pg. f 2 (Lot f) CL o
~ HANDICAP SIQ~N Flat Bk, 28, P~. 82 (Lot 1) ' Lowe s Pan~/ng Requlreo!• c
g~ LOADING SPACES FOR ~ . Standard MA J
za- cures a aurrr~e 1S R (Z) 8' ACCESS GATE8 U8ED APPLIANCES AND / Handicapped M
PALLET TRAILER8 ~ ~ N/~ • ' C~~~ , JADES E. P(~'E ,V' N/F JANES E. POPE ~ ToM/Parking Requited
8!! CONCRETE Deed Bk. 169.Pg. 958 NSF RaLip = 3.6(sA~fAADsfJ N/F JAWIES E.POPE U
ASPHALT JOINT . ~ I " ~ . 3 yb ~ , N,~ ~a~Es JAMES E. ~i~ POPE 'Coca/PanFingRequli~d J
DETAIL ~ . J
ti ti~ ~.R ~ ~ , b ti ~ ~ . CQNCR~~7~'E h ti h• ti ~ 'o'` H PO ALL DOSED CON RETE Standard Hand/capp~ed XXX ~ o
NSF ry SS'R ~ ~ ~~R RI~i1~IT-INII.E~-IN/ . XX
RICKY BENTON . 6ERNERATOR ' ' ' ' 47. a 3'.~' 'RR~~1T-0UT ACCE8s , _ Redro / 5 xxx
Deed Bk. 667, Pq. 977 Plot Book 24, Poge 6
LOYVE~ c a MONUMENT sl~iN (8EE ~ a~
TRAN8FORM~R II TRASH COMPACTOR BOLLARD8 ~ • ' ~ ~ y ARCH. PLANS Standa/~d 354 ~ o ~ m
.ti ~ i'K`r•.J" ~ Handicapped >8 ~ m o~~
~:w ~:`a Tota/Parking P~vide~o~ 372 Q atom
SETBACK ' ' o Radv =X~Af (~yo~casha0~0 sJJ • 4 ~
814!
.1 Nd~•45'2~"IM 341.19' N~ co
I ~ SO'R N RdBERT T. MEMORY ROBERT T. MEMORY ~ Deed Bk. 696, Pg. 761 Deed Bk. 696. Pq. 764
~i~. ';:~r 7
8~K DEEP ~ r~
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L__ 2S7' 3a~ ~ r ti ~ ' N49'49'R 8"W . I LOWE'S HOME CENTERS, INC.'
¦v• ~ N~: 49' Ci
LINDA OANIELS RU5S 1 t 1605 CURTIS BRIDGE RD.
o deed 8k. 817, Pg. 931 N,F SITE NOTES: MARK & KENT LOVETT WILKESBORO, NC 28687
N I.~, Deed Bk. 677, Pq. 180 1. All work shall be dons In strict accordance with ?s with 1336.658.4000 (V) 336.658.3257 (F)
N Z ' o Divlslon 2 of Lowe's Standard Slte Sp~lflcstlons. tlom •
PAINTED YELLOW I ~ ~ ~ $ 8EE CONCRETE / ETE / 2. All dln~snslons, unless othsrwlss noted, aro to DINT of curb, lace of building, or centerlira o~ parking . ~ Rster to the archltsct plans 1~or ~~csct bu11dM~ ore to face THIS DRANANG IS THE PROPERTY OF LOVA% HOME CENTERS, INC. ANY USE OR REPRODUCTION
3 111 Pa~ED SOLID 36" PAINTED ~pADIN~ ZONE" Q ~ ASPHALT JOINT Irking bay, IN MOLE OR PART 18 PROHIBITED WITHOUT THE EXPRE88ED WRITTEN CONSENT OF LOWE'S HOME
YELLOW LINE ~ YELLOW 700' O.C. 24" HIGH III ~ ~ D~•~•~- /2'4 KIP 4' O.C. ~ 4s' CROSSWALK Mpx, I ~ dlmsnslons. CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS RESERVED
~ ~ ~ ~ 111 ~ /n N~ S. Unless noted othsrwls~, psv~m~ shall b~
P N D 8 LID I STANLEY INVESTMENTS, LLC ~Ad~ ~P~~
Y L W L NE ~ d sT Deed Bk. 813, Pg. A33 4. All handicap spacers an to r~cNv~ a h~ndlc.~p s ficap sign
a u b a, y 4 w and a handicap symbol painted on tlw asphalt. Sb adjacent to the ~I~t (8'~ ibot strlp~d ~Isi~s ~n to sits stall(s)
1'ACeiYe ~I ~/AB AGC~i~lbl~' i1~11111 ~Id1t1011 t0 tIN wo to D to the
"~F above.
~ oo i STANLEY INVESTMENT',, LLC a~ ~rt ~~a's ~ ~ ~ ~n'~~ ~ lied by
a~ Deed Bk, 780, Pg. 514 LOM/~~~.
~ un is~ ~ ~ . 6. Thy contractor shall nhr ~o !h~ ar~cldt~ct~u~a1 p for exact locations and dimensions o~(tlN Vistfbul feral plans
~ ?A 10' NII CO RACTOR o ~ ~o~ tia, tip! estibule,
CTOR NSF Oaro~n Center sloP~ P~~~ P ~+P~ STANLEY INVESTMENTS, LLC truckwNl, procla bulldln~ dim~nslons, and sxsct no exact
Deed Bk. 802, Pg. 211 utility entrancA ~IO~I'1ti.
7. Stop signs slu~ll mNt t~ C~k~ls of !h~ North lorth
c a si Carolina Dopartm~nt o~/ Transportation end Nbww Uniform Trs~Mlc Control Dwic~s. Manual on
~ ~ ~ d 8. All radii shell b~ 4' unless oth~rMrls~ noted. d.
0 9. All ~on~nb sid~wallcs shill rrcNw constn~cti ~olnts at ZS' on c~ntK unless ogNrwls~ noted. itrnction
W cw ~vtw a wr a&
s~ NSF 10. For sites utllitl~s, sN 3it~ tJtllity Plan. S. P. STANLEY 11. Contractor shell ~oordinat~ and eomply with a Deed 8k. 187, Pg. 085 Utility Companies Invoiv~d M tlt~ proJ~t and pay Deed Bk. 216, Pg. 118 With all
d pay all
PROPOSED 25' WIDE PAVED rquir,?d fees and costs.
3 DRIVEWAY WITH 60' EASEMENT • y 72. Site Lighting to meet cit~l of Whit~vllls
f7 19 f f8 >7 1g f9 f f7 1 A' . requlrs~nsnts.
FOR JOE'S BBQ BY DEVELOPER ~ ~ 0 TIE PROPOS 6~J7'1'ER TO OPOSED CURB & 13. City or NCDOT drlvswa~l psrtnit nqulnd.
'ER TO D(ISTIN6 14. An unused driveway must bs closed In accard CURB 8~ GUTTER with the Clt~l of INhltsvllls drhrsw~y ordln~tcs. accordance Q ~ Ce.
CURB 3s'R 1 S. Conlraclor must notify ONl+~ CaN CN~t~r, Ina. ( - ON!-CALL) (1-600.6SZ-4~{~) at Isast A8 hours prl the stet of ~xcavatlon or tr~nchl~p to haves all , Inc. (NC Z a Z
N/F irs prior to
~ N/F LINDA DANIELS RUSS v all O WW
Z RICKY BENTON Oeed Bk. 817, Pg. 931 ~ j 8' ACCE8S MATES SATES g4S LF OF FENCE (Z) 8' CCESS ~ underground utllllNs loaat~d.
W - Oeed Bk. 667, Pg. 977 ~ Plot Book 24, Poge 6 621 LF OF 4~ ~ ! GATES OF 4' FENCE WITH (2) 8' ACCEaS pCK 76. All roquir~d improv~m~nts shall coMorm to th F,~_..~.~ of Whltevllle Manual of Standsrd D~slgns and Ds~t (MSDD). to the City Q W
Z) 8' ACCESS SWM GATES '1'-~ $ ' e id Detalis
SATES (0.21 ACRES) ` Sp~R Sip'R LOWE S _ ~ ~ 17. Contractor shell notify Pubiia Works StrNt Q ~•et V = v
(0.38 ACRES) PYL ' Maintenance Division 48 hoax prior to making I Z I-'
PYLON 81QN .~g'?~~ connections to ~xistln~ storm dnUns located with public storm dralna9~ ~asMn~nts or rtyh~oM~vay. ad within
~ 5p~it N~ rte..-,~„""~= ~w o ~~~ey ~Wayu w O W
U . 18. Lane closures on thoroughtan roads an only i only Z J J o
~ _1 ~ ~ ~ permitted between the hours 019:00 AM and 4e00 Monday through I~~Idsy, unless otl~srwls~ p~rrNtt iNT-OUT the City ingins~r. In addition, ti~~ will b~ no lan closures on holidays Including tla day bsl~on or a said holiday. A traf'1'Ic control plan pr~p~r~d In d 400 PM, . w J wmlttsd by > W
• r no lane W J
-°'a ~ ~ 0$'20'ry~ 101.q~~ 'IIE Pit ER .~0 gyp ~ ~ 6~ `0 ~~gTIN~ ~ ruTVae R16HT-INIRIGNT-Ot o Da'"t tae .r"- O J re or otter Z F- O
~_~,,~.r; . - • - .,r.~--~ ACCESS LU ~ N In :5 = m
A .A ~Wh~ o Dana ~ ~ •~r~r~ u ~ _.r' n aacordsnc• with !ham NCDOT Manual of UnNorm T Control Devices Is required for all lane closures a mast be approved by the City Engineer. corm Traffic Z - W o
yea ~~e a1GNAL „bite vo'^ ores and W - z
O ~ y~tso" vnn ~ oN oti`^1ptl ~tnes ' i shits oint 1 ~ ~ ~ ~ M1t~ doe BY ".'r NCDOT Lij U = W
shits oMtad tip' o O
~~~~~Q~~ ~~+eA~~e.R~~~y 4 SEAL 00 mi
0J . ~.1 / ~ / ~
~ ~ QpiPted ~k~6Y t 3 y~,~ow o ORIGINAL SAL ISSUE DATE: 05/15/07
r ~ a C PERMIT SET
GRAPHIC SCALE %q,, 2~a ti iggi iF nATF-
0) g ~ m \ MO
o JO s0 1m BA T a MR FZZT i. \ Q o CONSTRUCTION SET
J ISSUE DATE:
I_ N/F DRAWING NUMBER:
WELDS PROPERTIES, LLC ab
C) I Deed 8k. 701, Pg. 136 IS6 Tract One i inch = 60 it
loe a

i
• REVISIONS
PRE-BID SET POST BID SET O ISSUE DME O ISSUE DATE
DATE DESCRIPTION
sTORM a~w~N scNeou~e
Invert Invert 0"1-07 40% LOWE"S
From To L.ongth (it) Dia. (in) Slope Down Up 06-12-07 90% LOWE"S
t 1 06-29-07 REV,SM PM DM 00MME 8
2 1 65 42 1.0 88.00 88.65 "TISQN TRAIL" N/F O~
S 2 102 S6 1.0 88.65 89.67 ''r PATRICIA V / WILLIAM ~D O'NEIL WALKER ~ f / Decd Bk, 279, Pg, 685
4 3 81 36 1.0 89.67 90.48 / / / Plot Bk. t5. Pg. 78 N~ / ~ Lot 2 <S~\~
TRICIA VAt~.~E. WRfGHT, ~ ~
5 4 79 24 1.0 90.48 91.27 and SUSAAI V Deed ~6k. / ~ Tr / ~ ~ ~ / 181 LFSF'75" N /p6•` ! f / / `~b/ _IAM EDDY VANCE, Jr. C e`° f iUSA~ VANCE GRANTHAM 9y/ /
6 z 14s ?.4 1.0 91.27 92.76 lead 6k. 730, Pq. 452 .--''Jy~
` T 6 121 18 7.0 92.75 83.96 Tract 2 ~r.-~s- Nye / ( N/F
JAMES E. POPE
8 2 106 36 0.5 88.65 89.18 ~6 ' Deed Bk. 338, Pg. 1 Plot 6k. 15, Pg. 78
13 8 114 24 1.0 89.71 90.85 ~ ~ ;e j ~ / ~ Lot 1
14 1 S 100 18 1.0 90.86 91.85
15 74 12s 18 1.0 91.86 95.10 /y$ ~ DOSHtE POPE
, 1 I - Origiriai Tract ~ \ I / ` - B. K, SEVERS LAND SU6D1 ON ~ ~ ~ Deed Bk. 340, Pq. 399 i •
9 8 1 s6 ?A O.S 89.18 89.E ~ { JAMES A. BAILEY, Jr. w / ~~8\ . 1 ' Deed Ek. 540 - Pg. 880 ~ - Original Tr21ct ~1v\\ \ ~ PIAZ BOOK 9 -PAGE 85 m ~ V C5
10 9 22 1 S O.S 89.96 90.18 r.e~~ ~ N/F THURSTON SELLERS c„~ ' v, i N D 2 i w Q
11 8 135 18 0.5 89.86 80.64 ' - ~ 12 11 22 75 0.5 90.64 80.75 ~y~ i~~ ~ ~ W
fir' b NSF -o ~ N/F Tt~JRST4N SELLERS JERRY STEWART N ~ Z+4 ~ ~ Nom-
z tj o
22 20 158 15 1.0 90.00 91.58 * CLASS V - o~ 35 34 181 15 .96 88.00 89.84 1 .toE' / B.~l 28 27 102 18 O.S 90.00 90.61 Dged' Ptgct ~k. m~ ill 14 V Q00)) Q V N M 0 Z 4 mi m < -W Z N D CD
BAR-B-~QU,~, INC. ~ N
Deed.~A:~ SBy, Pg. 823 ~ - - -,~a~ 1 /S~ w - 65 LF OF ~~e'~~ , cv 'S W
tit ~k. ss. p9. ~z (Loe r) ~ ~ ~ ~ ipct Bk. 28. Pg. 82 (Low ~ \ - ~ / 4~" RCP ~cR~ d~~e EL o M
Z9 Z8 38 18 0.5 90.51 90.70 ~ fiat ek. X95'" ~ ~ J
30 28 37 18 0.51 90.70 90.89 'TRENCH ORATE l ' ~ / ~ \ ' N~ ! / ~
?4 2S ?.4 15 1.S 90.00 90.J6 I i ~ tpi gn; JAMES E. POPE ~-~r~6JAMES E. POPE
Z6 Z5 ?4 1S 1.S 90.00 90.36 ~ / ~ Oeed Bk. 16~Pg 958
e~' JAMES E.POPE • Cam. ~ "/F I / 6ee~'"Bk. 340. J POPE E.
~ 31 27 18 0.~9 90.00 90.16 i `b,,~ 7 --aeitcn 's •J
~ 32 43 18 0.49 90.14 90.35 ' TRlNCH GRATE ~ I I ~ SipNCRETE M ALL - ~ ' J
N/F ~ ' ~ ~ ip ~ ~ J HPpE ` ~ ~ ~ ; ' f ~
RICKY BENTON i ~ ! ~ x, ~
Oeed Bk. 667, Pg. 977
STORM TYPE RIM STORM TYPE RIM Prot Book 2a, Page G ~a~ ` 8 ~ \ ~ N O C4 M O r
'I w dkchr ~ ~ i/ II Q ~ i rfj o xz
1 END SECTION 24 CURB INLET 8A.00 ` ~ l - ~ ~,7. ~ ~
2 CURB INLET 88.50 2s END SECTION ) 1 ~ ~ ~ - ~ ~rain~g ~ m O .m
3 CURa INLET 98.50 26 CURQ INLlT 94`00 ~ o • ~m~ O
4 CUltd INLL'T 98.50 27 CND slCTION 1 . ~ ~ 4 son
o ~
S CURB INLlT 8&50 28 CURB INLL'T 94.00 Naraszs-w aa~.~~ ~ NSF f ~ ~ ROBERT T. MEMORY )
6 CURB INLlT 98.50 29 CURB INLET {TO) 92.l~O c 1~e 6~,, J~ f \ , I I ~ ~ r ~ r J N/F RQBERT T. MEMORY Deed Bk. 696, Pg. 761 { co
T CURB INLET 98.50 30 CURB INLET (TO) 92.50 Deed Bk. 696, Pg. 7fi4
8 JUNCTION BOX 8S.S0 37 END SECTION I I ~ M~4 I~ a~
8 CURS INLET 98.50 3Z CURd INLET {T6) 92.00
o. 10 CURB INLlT 98.50 33 CURB INLET (TG) 92.00 ` m
11 CURB INLlT 95.50 ' 95~~. - - - - - - ._.g5'--- i- ~ Y n LOWE'S HOME CENTERS, INC.
~ N/f ~9 CllRe II~ILET 9~_5A T i _ . _ . .4 Qn& r_i imme aQinrc on
UNRA DANitI t~ 18 CURB INLET 95.50 Deed 8k. 817, ~ ~ N/F
0 7 P ~ 31 ~ Bki61, , 9 I r ~ MARK & KENT LOVETT ~n \ f' _ V Deed Bk 677, pg. 180 WILKESBORO, NC 28697
N 14 CURB INLET 95.50 i ~ ~l ~ 1336.658.4000 (V) 336.658.3257 (F)
~ 75 CURB INLET 94.70 ~ r ' / ~ • •
h'', ~ 9 I ~ TMs MAIMING IS THE PROPERTY OF WM% HOW CENTERS. INC. ANY USE OR REPRODUCTION
N 16 CURB INLET 95.50 \ ~ t q~ p 3 1T CURd INLL'T 94.00 % ' ~ ~ 18 CURB INLET 82.50 ~ ~ ~ ` ~ IN Vwi= OR PART IS PROHINTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOW $ HOUR CENTERS. INC. COPYRIGHT 2003 ALL waHTS
~ ~ Cq O i V N/~ RESERVED
~ ~1 ~`s~ n '10'" NDPD . / / ~ ~ STANLEY INVESTMENTS, LLC
~ 19 CURB INLET 92.50 Q G E., _ / ; ~ p /q`~ Oeed Bk. 873, Pg. 933
0 20 CURB INLFT 94.00 ~ ' ; , / i. , ~ ~ . ~ ~ Gt -
tib ~ w , i ~ ~ M,,: ~ ' ~ ~
a 27 CURB INLET 94.00 $ .l fi / / f % / r I 1 r t'~ pis r fi: i4. / • r i' i 'r / r'' ',~f It;,,., !l~~ri' r / r /i i I , f 1 ~ 1 i l' 1 ~ 1/' ~ !f f j' l ~,i1 ~ r/~'~:h~', n / r' / f " .x ~ ~ .f 'f r•P. ~ ~ ~ ~ J ! f'.1.. ..w. ~ .lI / f ~ r r . . I . .r ~ n1 v,w.~ .,.v,lu~r... .a't.~...~, ~l~ ! .ll, l,Ka. xLA,' • r ' a.rPan•d.r Ln. ~~.k~.},a..fwrM.~.Lr.a~i..n.Y. +.1...Lr, ~Jr ~'r::l iFI ~Y~^.,1~1nd. . r•...•~~I~rn J.•"nll{n. ~•i1.YY~ ralhW l ~ .t',~ ~ _ .,r~''/ 1 was N 1/ ~
Q 22 CURB INLET 94.00 ~ J STANLEY INVESTMENTS, LLC
d 2S CURd iNLlT 92.00 L 4 Oeed Bk. 780, Pg. 514
99 ~ l~*`O a~~ A or,'? ~y
~ r 1 ; ~ i p..~`~
pa ~ u~ ~ r' ~ i O ~ ~r0 Q ru ; ~j 0 ~
~ ORADINO AND DRAINAGE NOTES y ~4'"~ ,,,•r-'9 0 0, 7Tl1~Ja ~ ~ ~ STANLEY INVESTMENTS, LLC 1««Q Deed Bk. 802. Pg. 271 ~ ~
1. ALL lX13TINQ sTRUCTURls, UNLCSs i-' 1
OTNlRWIS! NOTlD TO RlMAIN, ~lNCINti, ~ TR!!S~ ds lTC., WITFIIN CONSTRUCTION " .r~'~w•
ARlA SHALL d! RlMOVCD a? DISPOSCD O~ t \ ¦ ¦
~ Oar sITl. ANY QURNINa ON SIT! sHALL t r ~men
~ a! 3UdJlCT TO LOCAL ORDINANCES d~ I 1 ¦ ~ s~ ~
~ LOW!'= SPlCIl~ICATIONi. 9T
. ~ Z. ALL DRAINAQi! sTRUCT~JRls sHALL d! ~ / ~ ( ~ `.S$\\ NSF
~ PR!-CAST. ¦ { S. P. STANLEY ~ Deed Bk, 187, Pq. 065 i
S. ALL DRAINA~3! STRUCT~JRlS AND \S`~ STORM S!W!R PIPlS SHALL M!!T MEAVY ~ Deed 8k. 216, Pg. 118
i., DU7Y TRAf~IC (Ii20) LOADINQi AND dL' I ~ E 96 ~ ¦ ~ ~
s INSTALLlD ACCORDINGLY. X
3 4. GENERAL CONTRACTOR SHALL NOTIRY I a
ALL UTILITY COMPANIES HAVING 9S ~
~ UNDERGROUND UTILITIE8 ON SITe OR IN I a:1 s~o ~ RIGHT-OF-WAY PRIOR TO EXCAVATION. ~ ~ stAP! s. \ s ! s ~ LEGEND p ' .
~ CONTRACTOR SHALL CONTACT UTILITY II .1; 'wwr ~ ~ .~I SCOPE ~ Z a
o LOCATING COMPANY AND LOCATE ALL "/F ~ a 1 3~1 S , - PROPOSED ~RADi3 ~ 00 J m
o UTILITIES PRIOR TO Q~RADINA START. "/F I I ~A DANIELS ~ S. SITE GRADING SHALL NOT PROCEED RICKY BENTON In~ ~e~'c~Bk. Biz, Pg. ANIELS PUSS i~ 617 P , 5~1 g s O°
Z Deed Bk. 667, Pg. 977 I~ ~ \ ? ~,,,_g0' tJNTIL EROSION CONTROL MEASURES Piac eook z4, Page 6 7 ...~n - ~ ' sPOT e~sv~TioNS
r ~ Q =
41AVE BEEN INSTALLED. ~ ~ r ^ ~ p 1 ~ ~ ~ ~ ~ v
W 6. AFTER PERMITS NAV! dElN OdTA1NeD ~ a d~ EROSION CONTROL MEASURES ~ ~ . ~ J ~ 0~~~ R ~ INSTALLED, THE CONTRACTOR S41ALL +d' ~t~ n ~ r 1 RCP ~ ~i ~ ,J r-,v ,r-.9a--~-- aTORM DRAIN PIP! V ~ U
a
QiRADE BUILDIN~i PADS GARDEN CENTER d~ 'l ~ .i r/ ~ „i„ 'i , ~ , ~ ~ ~ rtETwiN~NO w~ ¦ w
APRONS TO 0" - 7/2" OF SUBGRADE A8 PER j ~ \ r V r ~ i' ~ .rr.• 9x,~- LLJ 0
> SECTION 02300, DIVISION 2 OF LOW'S - a got ~ ~ Z .j Z
~ STANDARD SITE SPECIFICATIONS. ~ -~i , o / ~ r ~ LIMIT OIL LOD r ~ ~ et DISTURdANCC L,OD ..L~.I. - J
7. IMMEDIATELY APPLY d~ COMPACT i. ~ ~ ~ d. W LL „J
STONE QASE FOR BUILDING PAD TO +/-1/2" ~ PRIOR TO EXCAVATING INTERIOR 8~ ~ PERIMETER FOOTINQS. O ~ s SCRE~eN WALL • M Lr) F. 0 N
LrY~ ~r^ aI/r ~~~,~,w.r+'a _r /f I ~~nrr A .~..r""'..-+~ .r.r'".-~-+r ~ 'ire' ~J/ tom' may,,..,.. ~.n.r t~ / .r ' . W O Z F Z .
~ 8. ~RlNCN DRAIN SHALL de INSTALLED IF 9 CSR ~ CHAIN LINK flNCE o a-- Ol .
A DIRECTED BY THE ~iEOTECHNICAL m \1~ - 'i rI 91-- Q lu 0 F Z
~ ENGINEER OR AS SHOWN ON PLANS. ~ f NCDOT ~ u ~ ~ ``~~O ~~+F~cSSID,y~ ~'.9 , JUNCTION dOX O o ~C = w
Z 9. GENERAL CONTRACTOR SHALL PRQVIDE 4 ~ .._.i 1r4 o 0 0
~ 2' x 2'x6" THICK CONCRETE APRON AT / ~ s p ALL CLEANOUTS OUTSIDE OF BUILDING. ~n n.++" ""rte I"^ ry.w ***CAUTION*** 4 ~EA~- f = gTORM DRAIN sTRUCTUIt~ O 2 5~, 0 C~ co J 3: : 0: CL
10. ALL WORK SHALL BE DONE IN STRICT > - ~ ACCORDANCE WITH DIVISION 2 OF LOWE'S N.c. oNe cAw unun ~oc~?roR s~tv~cE ~~o ti Q, spa ~M w
UE DATE: 05/15/07
s STANDARD SITe SPECIFICATIONS. ? 3 DAYS BEFORE OIOdNfi CALL A / ~ ~~~~r4~ TOLL FREE 1-a00-632-409 S~~ F IGINAL RMIT SET
3 71. ALL ROOF DRAINS TO BUILDINfi SFIALL f GRAPHIC SCALE A 01E CALF lYSA1 i0R OO~MMTf AIID JOY OAF[1Y. UE DATE:
~ END 5' OUSIDE THE BUILDING LIMITS AS r .w .w uiw ~e AICTDI ir_TlnM AFT
3 SHOWN ON PLAN AND SMALL se ~ dY w ~sv ~ CAUTIMI ~ VV.~V.._VV..V/'6 Vr•
~ PROVIDED WITH A TEMPORARY PLUG AT N/F NJF 1 IR OIAM UIUM IN MI NAM ~ LOWED INOY MD SWW9Y KMWAI ai AM D 9MM ORAMM ISSUE DATE:
J THE END. ~ ` II WELLS PROPER Deed Bk. 70t, PROPERTIES, LLC W *XtVM MAKU NO WARMIR NAT *K IMMERp10111b NTUM SIM COMPOK ALL IM UIMIIR'1 M IM AWA O1NQ 0 UR%= OR AGIMOMM. TIK ILMA R NOW DOU DRAWING NUMBER:
Bk. 701. Pg. 136 ~ NOR IMAMt W INAT Ar ---CM MO VWM MIQMl AK MI TIE VACT LOCA101 ONWA ALS ONMI It OW CMIPV TMMT
N Tract On C) Tract One \ MY ARE LOU= AS ACOM Y AS FIM MFoflMITION s AtMLAili, M NNIVEYOR NAM NOT Y LOCA1t011M 60 tL YNDfAOR01M10 IIunm
~D -
ooe n.

• i
¦I~ION CONTROL NOT~3: REVISIONS
1. LAND p1iTNRtINO ACTMTI~ iMALL NOT COMM~NC~ UNTIL A'~ROVAL L EG E N D TO o0 SO HAa elEN REClIVEO eY IiOVERNINQ AIITNO1tlT1~. PRE-BID SET POST BID SET O ISSUE DATE ISSUE DATE
ZTNS O~N~RAL CONTRACTOR s11ALL sTRICTLY ApM W TO THt sMll~~ ~pppg~p DESCRIPTION
pYRINQ CONSTRUCTION O~lRATIONS. DATE DESCRIPTION
S. NO LANG GL¦ARINQ OR ARApINO SHALL iSQIN UNTIL ALL SROSIpN gp SILT P~NC~ CONTROL Y¦ASUIt~ NAVS SS¦N INSTALL~p. 06.01-07 40% LOWE"S
4. ALL DCPOS~p ARSAi sMALL is ~~~D¦P ASS sP~Clfl~ 1NITMIN 14 DAYS OF LIMIT OR DISTURBANC! S 06-12-07 90% LOWS"S
lINAL GRADINfi. 5. SHOULD CONSTRYGTION 8TOP FOR LONQlR THAN 14 pAYB~ THE 81TE STONE CONa7'RUCTION
8FIAI.L SE 8EEDED ASE SPECIFIED. ENTRANCE S ~ ~ v d! ~ i ~~o ~80N~~L" ~ N/F Q/~,~
6. SiDiMiNT ANO ~ROS10N CONTROL MiA~UIl~S sNALL is INSPBCT~D AT ~o~j ~ ~Pg~e ~ ~ ~ i 'r- a ~ ~a 0 NEIL WAUCER ~~//j~ o c, „''"t,'~ ~ ' / ONd 8k~ 279. Pg. 68S V
LiAST ONCi iY~RY SiV~N (7~ PAYS AND WITHIN ?A HOURS OF A RIUNFALL - - - - - - ~~~~N~ ~0~ DCC~~ING 0.51NCNES DIJIdN6 A 24MOUR PERIOD OR MORt FRBQU~NTLY - - - - - - $YST~ ~ E °~j~ r,J v ~ a _ / Plot 8k. 1b, Pq. 78 ~s\J"
IR REgU1REp eY fiOVERNING NPDEa GENERAL PERMIT. ALL MAINTENANCE ~a~~ ~ ~ PATRI61~ ~ ~ ~ ~b`~ ~d SUSA~ ATRI61~ VAK~E t , T. AtiBZ ~,l-" Lot 2 I,NJAM BODY, ~ Jr. e`°~
REQUIRED dY INSPECTION SHALL COMMENCE WRHIN Z4 HOURS AND e! ~ INLET PROTECTION COMPLETED WITHIN 48110UR8 OF REPORT. STORM DRAIN PIPE SUSA yed~
T. THIS PLAN s11ALL NOT eE CONSIDERED ALL INCLUSIVE AS TN8 GeN~RAL m a Dad k , P9. ~8 a~ 1 ~ ~ TfOG~~ 2 t.~ ~ / dd stocka~e fie ._.`~a
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ~ ~ ~ . ~ ~ ~ f f'' ~e~eo q~/ ~ T ~ I / y~ ~ sir e~ yam. / ~ ~ v N/~
SOIL SEDIMENT l~ROM LEAVING THE SRE. ~ TO BE RlMOVED 8. GENERAL CONTRACTOR SHALL COMPLY MATH ALL STATE AND LOCAL i ~j' G ~ ~ J~`~ JAMES E. POPE Qde
OItpINANCES THAT APPLY. ~j' / ~ ~o ~ ~ ONd Bk. 338. Pq. t ~~~t~i~ ~ ~ . e ` n ~ ~l~/ Plot Bk, 1S. P9. 78
9. ADWTIONAL EIlOS10N ANO SEDIMlNT CONTROL MlA~SUReS WILL dE DIVERSION DIKE M 1 y$'T RY ~ M ~ e era ~ LOt 1 .
INSTALLtD IF DSSMSD N~CiSSA1tY SY ON slTi INS'tCT10N. 10. IR INSTALLATION OF STORM WtA1NAGE SYSTEM SHOVED 4B ` - /z REMd~! o y ~d din ~-i ~~XISTN~Qi rn ~ a ~a°`'~ e
INTERIIUPTEp sY WEATHER OR NIGHTRALL~ TM! PIPE ENDS SHALL SE ~ . ~ . ~ . ~ • ~ a~~T AND S!lDINO COVERED WITH FILTtR RASItlC. ~ ~ 1 1 ~ EXISTING a ~ ~ ,°e~~ t ' ,fREMO Iy~ 11 ~ .f RE OVE REeS~ FWw4nn~e g ~ \ ~'s~`A y Jea de N/F
11. COMPACT d? MAINTAIN 30,000 s4 FT. OF a" THICK sTONS YAT\RIAL LAYDOWN ARlA i Z5' WIp6 GRAVEL AI:C~SS ItOiAO TO SYILDIN0. LAYDOINN ~ g8`~~ a~~ ~ ~ ~ ~ ~ ~ JAYBSA.Y.~ ?r.`` HOU8! ~ ~ EXISTI ,8~~ . ~ ~ -s~~ ~ ~ ` , - ; D..a Bk. a.~o - aeo ~ ~ Nou / " ,~~o,~ / ~ ~W~`~ e ~OSHIE POPE
a~ HOUSE ~~aA K & ~P1~AT B001t 9u~- PIuaE tS ~ ~ o.ed eic. 340. ~ ~~ea . w
AREA TO Si LOCATip sY LO1MS's PR~WSCT MAHAO~R o 0o RIP-RAP ~ \ RA ACT p~ . w'
12 GENERAL CONTRACTOR aHALL ~E ItfO3fONSISLE TO TAK¦ WNATMR ~~~oo MEANS NlCESSARY TO ESTABLISH PERMANENT SOIL STAe1LIZATION. _ . 13. SlDIM~NT SHALL it It~MOVeD RROM TM! S¦DIMSNT BASIN SCFOIts IT li ~ Q
i~~ e ~.J,'~ Sin9~e-wide JERRY STEWART ~P~ 11NRSTOIi SE111ERS \ E • 1f~Ae Home „ d ,~,p~ ° ~ i~~ :
2S'1L FULL AND FROM sILT FtNCi itF01l~ IT IS 33 % FULL 14. ALL YIIORK TO B! DONS IN s'1'RICT ACCORDeANGE WITH DMSION 2 OR ~ - LOWE'S STANDARD SITE SPEGIRIGATIONS. ~ JOF 1S. TMS CONTRACTOR Y11sT TAKt NECESSARY ACTION TO MINIMIZE TM! TRACKINQ OR Y{1p ONTO THE ~AVaD ROADWAY RROM CONSTRUCTION `0~ ~f d ARlAi. TN! CONTRACTOR SHALL GAILY RlMOVE M1~WSOIL FROM % Pfgt $k. i~•~ ~ ~ 1 .i \ r. she Ort~n~c t,Tra~ot , , ae wooo ~ `~.,sroav oo ~ ~ OJ~~C ~ t G~]~ `'~c~p e ~j' ,~~o~,~.d~ BUIl.DI1VG ^ c~~1•~`' O .z ; co
JOF'S OLD ION ~ F~.nnE r+ous ~ ~-B-QUl. I1rC~. "Sed ~ose~`e~ ~ ,11 . EMOVE EXISTING wv N tir` o tir' C~~QG~ ~~de de woos wooer '~cR°~~ aid ~5~'p coy ,~~~6 t~a~ a z 14 0) U) g<OC,4 QJ~l. OQ~~ N 46
D..a.e~: 6s7, Py. e~~, WO~p<opo ~ WOOD SHED AND 1 ' / i ~ ~0~ ~vee vos-t.. ~ "8ELLE 3 REEs~L~t te~~~ ~ ~
~fqt $k. 68, Pa. 18 (Lot f~ ~ 25 ~ j ` FENCE C ~y1~OVE. ~`XISTII~i AppR J1 ~ ~ ~ ,'wood fence,. M~' ~ .oz8 aic~ t -3'~ a '~b~~~---~-" tdi yeti C cc ~ w
PAVSMSNTS~ ~s ~u?Y s~ Rsqu~tio. TNt CONTRACTOR SHALL INSPiCT, / ~ / ~'t B~' fat e~. xe, sx fiot~s) ~ ~ ~i~' ~ ~ TRACT 1 ~ R~E~`(~P ~ ~r , Tr ~ ~ I ~ 1 CO RMCT~ OE'S BAN~JET NALL pct REMQVE E ' My, o posts _ ~ - - oQ`01;~ a o r
RE'Allt~ AND ADD sTONB TO TNB sTON! CONSTRUCTION ENTRANCE WHEN .,~J''REMp ~ ~ ~ u~'~,~ t BI ~D2 ~ ~ ~s~, ~,s~ ~i ~ °~~~9`~ ' i
IT ~lCOMES iATYRATEp MATH MYD TO INSYRE THAT IT NIORK~S AS i INTSNpso. ~~JCIST NO ~ .t~ ~ ~ ~ [T]° V~ ~ Al w~~~ $6~ E1 ~o i~' ' ~ j~ . ~ ~ I .J !
16. TNS TOPSOIL iTOCKPIL¦ sMALL s~ ORAp~p TO pRA1N ANp sl~tp S~' S16~f'~TO BE ~ 4 ~7CISTIN~i TIN 8M1~ 1 ~ri/baT~- Edge of woos ~ \ 1 + ' f N~N~'? ` ~ 't~ ~a~ ~ conc. • .,l'0~ ,1K'a I i ~k` i R~.~ ~G \ ' E POPE ,b'/ W~ o '-~•°-x/1~6JA1ES~E. N J~'P~ ~ °t~I Q e I , ~ vd~~ .S'~ '
WITH TNT TlM~ORARY ft~p MIX. sILT 1l~M01/~D fItOY TM¦ INLET ` fRiOTEGTMN AND RROM BEHIND TH! SILT RlNCES SHALL d! PLAGEp ON ~ ARC oo~pJ 4~ a ~ A9y .a~ X aw ~~,~oo~ • ~ ~,j/''~ . ~ ~ QT`S; I t
TOPSOIL 8TOCICfILR ~ ~`;I~IT O 1T. TEMPORARY stWM¦NT CONTROL M~UIla (sILT FSNCS, DIV¦It~IONS~ ~ REMOVE EXISTIN~i ~ ~ ~ i ~l ~ / o~ E ~~ya~'J JAMES E.~mmp~ •~6~~ ~ ~~dG ~ ~ I ~,o
RBANCE ' A.~-... _$TORM PIPE ~ ` \ ~ ~ I 1 ~ -~~6,, ~ REIII~OVgf 8T0¢
GONlTRYCTION SNTRANCS, eTG.) iNALL MAINTAINtD ptIRINO ALL J~S~R ~HASlS O~ GONSTIWCTION UNTIL TN! COMPLETION OR ALL ~ 1'~ y.stt r ~~c~°` ,Qd~ ~ ~ ~ 2_w~ a+ ucarcy Inc _ (i ~ ~ %Mimi o,. ws
CONSTRUCTION ACTIVITIa AND ALL DISTU1t~iD AREAS NAVE S¦¦N N/~ i TRA~.T 11 ` ~ ` o f i ~ ~ t ,t W zmi~ o
STASILIZEp. ADpIT10NAL CONTROL pEVIGls MAY eE 1lEQt11RED DURING Rlq(Y BENTON r CONSTINJCTION IN ORDlR TO CONTIIOL ~ItOS10N AN WOR O~RSIT! Mad Bk. 667, Pq. 977 ~ ~ ~1 ~ ~ ~ ~ rf f
i¦DIMSNTATION. ALL TtM'ORARY CONTROL Dt1/IC~i sNALL si ItSM01/SO Plot Book 24, Pays e f ~ _ _,r~~ ot~~~ ~ , ~aa ~ ~ ~ ` o SIN WIDE ~ ` \ ~ ~ ~ a 1 p t( d~~ - ~a4 "97~~.._^-~- ?-MGe ~~q'r. _ bndsc r 1 1 ~.'~ry C
ONC¦ CONSTRYCTION Is COMPLSTS AND TII~ sIT¦ Is iTAe1LiZEp. ~ 18. TOTAL DISTIIReED AREA DURINQ CONSTRUCTION OR THE rRO.IECT IS ~ o~~°t' + ` TRACT 5 0N~ ~ o
tti 14.24 ACRES. > ( `~o~ atp ' ' ~ ditch ~ ~ ~ ~ ~ ~f ~ ReMO~'~tN ~ r~~--~ ~1 ~ 0 ~ ~O
19. ALL sLOPtS 3:1 OR iTtSPlR sNALL RlCSIVE AN lR0810N CONTROL 1 J SLANKR ANp suWNO. SLANK~T sNALL s¦ CURLDC ORAPPRAI/Sp tgYAL. - - ~ ~ x z ~p
~ ~ < R OVE FJFISTING 1 ICI ~ ~ ~ \ 1 , t0
IN AppR10N, ALL:LO'p NINICN tXC¦¦p ¦IONT (8) VERTICAL FEET sMOUI.p 1 S¦ STASILIZSp 1NITN sYNTNSTIC OR VSOeTATM MATS IN ADDITION TO ~I l c Nc~re ~ 1 i~rrw~N wcc~ss ~ ~~j ~ ,
ilYpR~Of~~DINQ IT MAY S~ N~C~ifAY TO sTASILIZE SLOPES eY THE USA s~ ~ .FOR JO!'8 BBf~ , ~ ~0 1,~ ~ ` r 1 ' -Wire OH. I ~ ~ ~A 1
O~ TIIAiCK WALKING PRIOR TO lI~OS10N CONTROL MATTIING INSTALATION. I ~ IT YAY ALSO S! NtC~3ARY TO INSTALL T¦MrORARY sLOP! DRAINS ~ ~ I ~ ~ ~ BAN4UET ~ ~ , ~ \ 1 , yf... ~ ` ~ I
PUKING CONSTRUCTION. T¦M~ORARY S/RMS MAY ~S N~tD DAILY 1lNTIL ~I ~ ~ 4 _...,£6 ~ ~ ~ ~ BRA 6 ~ ~ L r~~ ' ~p4~, ~ cane ~ al SB
TM~ SLOPS IS sROU6HT TO GRADE. ~ ~ ~ ~ ~'d9= ~t Wed `ROBERT t~EM v OBERT i ~'93~ I (Lido o~~ ' N o«e ek. o~. ~ ~~a~ ~a j i ~
Z0. PROVIDE SILT RENGE ANO/Olt OTHlR CONTIIOL plVICli~ AS MAY SE ~0~, 1~,~ RE~tU1RED, TO CONTROL SOIL EROSION DURINQ UTILITY CONiTRYGTION. p+• ti~`'~ ~ '1 ~ i Nighf Ughf ~ ~ ~ i 1 a u '.Lb ; ;ter ` f .---9c'•'
ALL DISTt11lSED AREAS SHALL R! CLEANED, GRAplD ANp sTASILIZED WITH QQ~ ~ p Qd r r.:''tr
QRASSING IMMlDIATSLY ARTlR TN! UTILITY INSTALLATION. ~G1 y ` E 21. sTASILIZATION MiAS~iRi8 sNALL si INITIATED A$ SOON AS
a ~RACTIGAi1.B IN PORTIONS OF TNT IRE WHERE GONSTRUGTION ~ ~ ~ ~ ' ftlMO TRASH AN~ .._..--.-Apprarimole tocorlon o/ ~ t \ ' I ~ ~ ~F6`~.: Undergrand Pour oslpco~ Dy~ r'` I I ~ ~i°-: v. `Sd~s ~ NbAcer P.A;'P.LS br ?~lTI I\ Sqo - ~~Sas t 'mil ~ ^`G~-OJT .6 ~r ~ • ~ ti.' t~~° ~
o ACTIVITIlS NAVE TEM'ORARILY OR'ERMANENTLY CEA$!D~ d1JT IN NO 1 \ - no y~ m~xktirga Mra data ~ rya / r
~ CA~¦ MOlts THAN R011RTtSN X14) oAY~ APTSR MIORK NAS CWSlp. ~~~u~ ~u~u~ wwwu~~ un~ ¦ w~w~aw~w IQ N/C u ~r 1 I 1 ~ _ I ~ / f LOWE'S HOME CENTERS, INC. i
~ LL. ~ sw~rvRwRT v~rs~a~ain iSR1~1a AI~YIVR V~ t \rAiY A~rr N PRV ~vs~r wa I1 1 ~ ~A DANIELS SS I ~ Fa ~r,~ r
NB~D~D WlItlNG GON8TRUCTION TO PI~TBCT WORK AREAS FROM 1lPSLOP~ LINDA DANIE ~ RtlNOFF ANWOR TO DIVERT SlpIMSNT LADtN WATER TO APPROPRIATE ~ Desd ek. 817 °o TRAPS OR STABLE OUTLETS. i Bk. 817. Py.~A31 -L ~ 9P ~ \ \ ~ f ~ 'c' $ ~ ~ f DI8TJ~RBANCE MARK do KENT LOVETT ~ i 1606 CURTIS BRIDGE RD.
Eqa tQ~' W NDS ° DNd 8k. 877, Pq. 180 ' WILKESBORO, NC 28697
N 23. ADDITIONAL CONTROL DEVICES MAY S! Rlfi{IIIlED p1~1llNfi ~ CONSTRYCTION IN ORDeR TO CONTROL eROf10N ANWOR O~~i1Tt 2 ~ -s- \ I~`~.. I I \ _ ~ ~ ~ if f E! r s SITE BN,_P~ NAIL IN ASPHAki bRIVE ~ ~ ~ ---~d ~°~,e~-... y ~`1 MAR "'1 ~ 5PC~ NORTNING~206691.583 Feet (Gr(d Coordinptes) ~ / ~ ~ ~ 3 \e.~ ~ SPC/83 EAS = 2085703,.132 Frei (find Coordiodies ~ , 1 MARKE BY 07HER ~ m 336.658.4000 (V) 336.658.3257 (F)
N itpIMSNTATION. d W I ~i;'O't~ 33 .7 SQ - - ~ I l i . ~ Y .77 ACRES ~ / - - ~ ~1
Z4. CONTRACTOR TO REFER TO TNt lI~ION AND iEDIMlNT CONTROL tp ~ ~ ~''~o, ~,,Q~B~;~ y ! EIEi~ATiQN {N VD 68j = 94.60 Feei ~ ~ 1 9;,~r) ~ ~p~ p`~' s y ~ Asphalt / ~ ~ I v ~ THS DRAWING IS THE PROPERTY OF LOWEI HOME CENTERS, INC. ANY USE OR REPRODUCTION
~ PLANNINQ AND pESItiN MANUAL OR NORTH CAROLINA POR DlTAILS ANp ~ o ~ iP~G1~ICATIONa ROR Tile ~ROSI~N CONTROL M~AEYIl~3 OVTLINep ON ~ ~ ~'~r, n o~ Post 5r r ~ .~t~MOVE Na ~ ~ ~~O\~~ \ Er~oachment i ~~pNCRE E ~ > ~ j IN MOLE OR PART IS PROWBITED MATHOUT TM EXPRESSED WRITTEN CONSENT OF LOWS HOW
THIS PLAN. ~ ~ ~ v Z4 HOtlR CONTACT - J011N WITMtIl~iPOON - LOW!'S NOME CENTERS 3I ~ ~,ry r CENTERS. INC. COPYRIGHT 2003 ALL RIGHTS RESERVED
i-> 356.982-5843X272 ~ ~ n ` a ,~`*~,a'~ ~ ~ I ~ ' ~ ~ (TOT~I OF TRACTS.111 NN~IIS~I[~" ~ ~ ~ ~ ti N~ e C I J~~ I ~ o~~'qp¢ / STANLEY INVESTMENTS, LLC ~ \ a
~~,~y~~~ ~ / I ~ ~ 14:21 ~Acres+/- , ~ / ~ ~ ~ ~,~s~' - /a'~ Oeed Bk. 873. Pq. 833
~ It~FSR TO ¦ROS10N CONTROL DtTA1L sN~~T FOR ADDITIONAL NOTE. ~ i + ~ ~ ~ ~a ~ ~ p ~a ~ l ~
~b'~,- ~ ~ TRA T 2 1~ ~ 619 Q~6~ .f t. , ~ ~ / ~ ~ 1 I ~ I EE~JTIL17"1~. PLAN ' 9 ~ ~ ~ f ~a 1 t-~; v~ °tlll
r ~ ~ a, ~ ~ £ DEMOLITION NOTEa: 5~ ~ l e 4~P~~a~ai ~ , TBN: iNEA wu~ ~ PowES ~ ~ RE~iARDING RELOCAT~ON~ ~ ~ / ~ or~ /I N~F O
~ ~ ~'~o ~ ~ ti aot~ ~ OF UNDERGROUND UTILITY 1 1 I ~ SL i, s ` 1 ~ ELEVATWN (NAVO,g~j = 96.00 F~.i I I ~ SITE REfERENCE POINT ~ ~°$4 ° 4 STANLEY INVESTIdENTS, LLC l i~
i 1. CONTRACTOR IS RESPONSISLE fOR OeTA1NING AL.L PERMITS ~ Z a /~a ~e~ ~e ere ~6~ ME Bt8 ~ ~ I I (NAD 63) UD UDE = 34 18 06.49 ~ \ / ~o f t ~ " pt~' Deed Bk. 780. Pq, 'S14 ~~°~0
RE4UIRED FOR T11E DEMOLITION ANp ItSMOYAL OF TH! ~~I units ~j ~ ~ ~ , ~L ~~.ty ~ ~ I ; (w~u a~) t~N~ITUDE = 07a 43 Ot,es
sTRUCTUIt~s LACATSD ON THIS sR~. ~~D ~ Z. OONTRACTOR IttiPONS1~L¦ FOR COOItpINATINO WITH Til¦ i `,~~p~~ 0`~ i ~ I ~ ' ~ u~ ( ' ~MO-~-_ j~~~~N~r. -95'- l ~p I k lbb Ma cA~
~ LOCAL YTILITIES THE ItlLOCATION O~ TMt TRANiMIfs10N ~ c~~J tip, ~~~~g `~~„~~g ~ ~ . 1 ~ ~ ASPIiA1.T AREA ~ TRACT '.O~~~p ,~dt ar~~ +1- ~e a~b~ .1- Abe ?aw SO ~ N~ T~ at,.,,r~-.....
~ ~OWlRLIN! ANp'OLlf . ~I Q`~~a`',~ ~ 3. IN~ORYATION CONClRNINO YNplItOROYNp VTILITIEi WADS ~ GF,~~'~~'vp~+~~, O OSTAINtD FROM AVAIWLE RlCORDS AND RISLD LOCATIONS WNSN I u ~oodn9 ~ bQ~~,~~ STANLEY INVESTMENTS. LlC
c~ J4G' '~i~~ ~ ` I ~ 1 ~ ~ ~ ~ I .r~94 ~lt~j, ,,.,,~,_:..~r_~'"`.'.~,,---...: ~ ~ ~C ~~s d pMd 8k, 802. Pq~ 211
a POE~I~L¦. SIIT TNS CONTRACTOR MUST pe7'SRMIN¦ TNT EXACT lbrot 1Awkings by Utility Conlrocta ~ ` ~ ;_y.r s~ ~ \ to 9A~iw undergramd i'beroptic linos I ~ "~.-,C~!r-~~°' ~~-~J`~ ~ f a1~T F NCB P~~`
LOCATION AND ELiVATION OF ALL EXtSTINO YTILITIi! SY DIOQINIi - -fie st ~ T~iT ~ITi SY HANp AT ALL CROfi1NQf MILL fN ~VANCe OR ~ ~ - hc~ted on N ch 14, ?W7 ~ ~ ~ ~ i...,- ' T
~ TIteNCMINO. IF CLWIANCeS ARS LliS THAN i~SClRitp ON TNS py~.~~ iy ~toleph°"e - -
PLAN OR T11U¦LV¦ INCN~ (12")~ WNICNMR IS L~~ CONTACT TNS ~ 9 ~ palON sNO1N~tR ANp TNT OMIN¦It'RIOR TO ~ROC~EDINO WRM ~ ~ (0 0 ~ O I ~o ~
pdq CONiTIWCTION. ~ u~a;~ Boa s~ T~~ 8
i 4. TNT CONTRACTOR 3NALL IttMOVB ALL EXISTING STORM DRAIN r ~ ~ ` RlMbVE 8~ING ! REMOVE ~C18TIN6 ~ ~ ~ \ MAINTAIN 1`~'; \ ~ i ASPHALT AREA i . _ ~ \ w-. f 2S' x 100' ~ ( ~ .s6 \ ~
~ LINES A$~NALT'AVEMENT~ CONCRETE GURe~ ANp ANY OTHlIt ~ ~~f;,,` • j EXISTING CONpIT10N WNICM MALL INTERFEIlS WITH TNt WORK A~ ? ~ CON8TRUCT1¢N I~ S. P. STANLEY
p~ PROPOS~p ON TNSSS PLANS.TN¦ CONTRACTOR sNA1.L ItSMOV¦ ALL ~ \\i EHTRAN~! ~ z~u ~'~~~~`o..d ek, ,s~. P~, oes
UNDERGRO{JNp UTILITIES /1~SSOGIATED WITH SYILDIN~ TO SE s REMOVED. ~ X ~ ~ ~ e~ 1 ACCESS~OR V C1Nls11 TRACT 9 ~9 R~ ~ ~°e?~°~, o«a ek. z~a, P9. »a
3 5. DlMOLITION SHALL 4! PlRFORMlp IN ACCORp,ANCe W1TN ALL REMOVE ~XISTING duw?'r+ ~ JOE'S B~''~ ~ C~ ~ 1 0
~ D FEDERAL, STATg AND LOCAL RtQU1lttMtNTS. ~ 1 CONRETE PAD ? ~1~ BANQUE'~ ~ ~ ~ ~~A In~ 1 a ~ s 1 ~ ~ &llboot ~ ~1~~ ~ =q.( sBrHCe ~ ~d~Q'~A
~ 6. ALL D~~RIS SHALL BE REMOVtD TROY THE sITB AND DELIVERED ro ~ TO A LICENSED TRANSFER STATION OR LANDRILL ~ <o OJT i n 81LT FE 0~ 7. TN! TRENCH!$ WHtR! EXI3TIN0 ~ITILRIlS NAVE SEEN REMOVlD FE g ± ~ ~ ~ ~ , e~° REMOVE, 1 \ NG k~__ ~
~ ~ ~ c• 1~~I I~ CONC Qd~' ~ Furu e s .
~ OR RELOWITED SHALL dE RECOMPAGTED TO 9S % STANDARD o---~ ~g s o~i I ~jM ~ ~e J`~~~ ~~~e~e add Z a
o PROCTOR. ~ ~ NIF 0 8. CONTRACTOR SNALL NOTIFY ALL PtRTINtNT UTILITY N/? ~ ~ o ` ~ L~IQA DANIELS R \ ~NIELS RU I ~ ~ ~,~ti~ti.``~'- `l5' X 'I O ~ I j~ ~ E's / ,,~4 Q e ~ 9 ,~o U~" a ~ ~ m
~ COMPANIHS 48 NOYR3 PRIOR TO ANY DEMOLRION WORK. ALL RICKY BENTON ~ I ~ Osdc~Bk. 817. Pq. s~ Pq. a~ c ~ CON8TRUCTI N ~ ! ~t1~ ~ s ' ~I'r T O°
p~MOLITION WORK SHALL e! GOORDINATlO WITH LOCAL YTILITY ONd Bk. 667, Pp. 977 ( ~ ~ W COMPANIES TO MINIMIZE IMPACTS ON UTILITY DOWN TIMd Plat Book 24r Poq~ Z ~ a ~-.9p'.~~' ` 1 '0~ ~~"99'-,.,. ~ I , V' N~ 6bfYK8 IirM V ~ ~ v
~ 'v~ on o` REMO~~,~ING ~NTRAQ y ~ L O~I~T~ ! ~ ~ ~Q~ ~ ~ ~ Enc oochmen~ A~~ ~~e ; Q~ e ~ " L b~ w
W PIIA$~ 1 CONSTRUCTION S~4YlNCE: ~ i ~ ~ ~ao d U "
~ 1. A PR¦-CONSTRUCTION YQlTINGi SHALL S! NlLO SY TNt LOWE'S ~ _°1itQh J R°~~ ~ PROJSCT MANAO¦R AND TNT OP~RATOICS ~NOINt¦R PRIOR TO ~ ~p~6~,, ~r. ~,~n~ ~~OVER:~FJCI~TIN ~ ~ ~„°i°""-- -;r'~~ w Q V ~
Utility Pde~rf, `~~y~ ~ BILLBOARD ~ ~ ,,.r--~~ ~-=".r`~'i ' . ~e t~ g,_. j Pp~b 1~• AP e ~ Po~ror 4~e b~'~ _ .---ti ~ = - ~ ~ ~ tame C/ U . . Q Z F- w m
LAND DISTNIlSINfi ACTIVRIES. ~ ` B"' ^"'"fo ~p~y' 701st"
~ 2. CANSTRIlCT TtMPORARY CONSTRUCTION iXIT$ AT LOCATIONS ~ '~~,y~~ `~~:6~ ~ sNOWN ON TNi SMIl~PP PLAN MEET. a~~~ ~ ~ U S. INSTALL PERIMlTER i1LT RlNCL'S SHOWN ON THE SWPPP PLAN -0+~.,r~~t`~`wk~' 'r ~ ~ ~ ~ _ e ~ : ~ n° 'st`d . ~ ~ / a. Uj 0 w
~je • e p{ o~yg~~ ~ rptt Lae: _ ' " " " " _ \ ~ J J Z O Z J o
p~ 4. S~OIN CL¦ARINO AND ARUSSINO OPtRAT10NS. C~EARINO AND ~ ~ ~ ~ ~ X11 ORUedING SHALL St pONt ONLY IN ARlA~S WHERE FARTIIWORK j ` P.~,, 1~~ ~ WILL eE PlIt~ORMEp ANO ONLY IN AREA$ WHERE BUILDING IS ; e~~ ~.~`e ;,~i,~p
Z aW L J
p . ' ' ~~~~~~A~ ~ 6. wen ~I ip0~ ~o~ 2~~ \~~,u\'I ' ~ ."r~°"' •-~y ~qt. s~9K" - pd ~ W"u U"° dA~` e~~ y`. = i ice, k_~ ~ - ' ~ ~ atc"h 60~ ~,,p~~ ~nf Jr, _ s ~ y \ K~~~ ~ ~~6 M° 0ZF~ p J M
PLANNED TO COMMENCt WRHIN 74 PAYS AFTER CLEARINf3 ANp p \ \ ~a ~ ; ~,s' ~ ORUSSINO. ~ s~ v~' ° ~ ~ 111 j~ ~c ~A 1`~M~If ~ Q W - o > sus Eu Lu
'C ~.~1 O ale 0
,~~i ~ 31 ~ ,~S +~y~` a ~~~0 m ss Q F H
Z . Y ~~~5 p ' ~ ~ ~ r M~ ~ ~ ~ ,peps ,r ~ / SEA ***CAUTION*** to Ui 3: U SEAL O mhe = w
e~~ f rvr~c~ a - 6t1+'a'd`.r~-0'-- ~eattom g ~ a4• w : W wo 0 0
- - y r 1-- _ Z W 0 Co mm i ,?a 3:
GI ~ . ~ acv e~ ~ rtn~ e4~ ~ - -'dkfi"Dank i ' i. ',O~JI- ' ~~F`~~ ~ a N.C. ONE CAW UTILITY LOCATbR SERVICE ~
s 3 . , _ ' - Noy e ~ d~ qdr face!--- ~ ~t-o1-~Y .rte ~~p IOIC~ ~ daa9 , / . ~ Re~~ Nf~ ORIGINAL
aces..-- ^ tl~'" . u qS ~ ~,r 3 DAYS BEFORE OI~iOWG CAII iGLI FREE 1-s00-632-4149 / ISSUE DATE: 05/15/07
l~l kcition ~~~aM . ,,.r GRAPHIC SCALE PERMIT SET 241%0%m arm r%. A-worm I
3 I A M.i „.95A* aIfilYl wwn,/'11.1.1U.1111 vww www 1wRi//1 ibsut uP?it:
w. > wCAU IM "0 so 30 00 1S0 240 CONSTRUCTION SET
N/V t Gq. t ISSUE DATE:
WELLS PROPERT ~ r..--•~•""Dtid Bk. 701, F H.S k rV ROPERTIESLLC , n t W. 101 Pg. 138 4 lE *ATwtw man No "AN" MAT ft umm bam cwm ALL af Da- NOW M NOIMC[ OR A AWOOMM UR VLOMM 'm W! DRAWING NUMBER:
G , G ~ $H t Tract One z K ~ tea, ado NT *VNWa 1NAT m uioaaiaMO Apt N ( IN FEET M VAM UM UM MO"= ALWM M MI OM OMWV WAT ICY ARE LOCAM AS AOOI *R AI'OI MW WOOMM
C) Tract On s-.6 A 4 AVALAML, W KQWVOR NO NOT MnMMuY LMM W s $0 ar~RORa uRna.
cm 6
1
r

• ¦R~f10N CONTROL NOTis:
1. LANp p1iT1lItSINO ACTMTISi =NALL NOT COMM¦NC~ UNTIL M~ROVAL L EG E N D
TO p0 SO NAS s!!N R!Cl11RO ~Y aOVE1tNIN0 AIJTNORITI¦i. REVISIONS O PRE-BID SET Q POST BID SET
2.TNt O~N~RAL CONTRACTOR sRALL STRICTLY AgIW TO TMS i1N'P~ ~p~Ep DESCRI'TION pYRINO CONSTRUCTION O~lRATIONi. ISSUE DATE ISSUE DATE
3. NO LANp CLEARING OR ORMINA SHALL t¦OIN UNTIL ALL EROSION 5~~~ SILT rENC! DATE DESCRIPTION
CONTROL M¦ASUIt~S lIA1IS SS~N INSTALI.~D. 4. ALL D(POSSD ARSAS MALL is SL~DSp AS SP~CIFISD MIITNIN 14 DAYa O~ LIMIT O!~ DISTURBANCE MO1-07 40% LOWE"S
l~INAL GRADING. ' ~ 06.12-07 90% LOWS"S
5. SHOULD CONSTRUCTION STOP !OR LONQER THAN 14 pAYi~ THE SITE ETON! CON=TRUCTION 1} o
SHALL sE SEEDED AS $PECIFIEp. ENTRANCE 6. S~DINSNT AND ER0810N CONTROL MiASUltss sNALL ~t INSPECTED AT y~od~ 9~ ~ ~ ~ ~ i aa~~ O'NEIL WALKER
LEAST ONCi ~VBRY SEVEN PAYS AND WITHIN Z4 MOURS OF A RAINFALL - - - - - - ~(~STINQ STORM ° 5 ~ ~ ~ a~~ CNd Bk. 279, Pq. 68S
~7(Ci~01NG O.S INCMES DURINf. A 24NOUR PsR10D OR MOI!¦ FI!¦gYSNTLY ~ - ~ - - - SYSTEM IF REgUIR~D eY GOVERNING NPDES fiENERAL PERMIT. ALL MAINTENANCE ~ ~ ~ ~d`~~ ~ / Plot Bk. 18. Pq. 78 ~~\J'
REQUIRED sY IN8PECTION SHALL COMMENCE WRHIN T~{ HOURS AND BE ~ INLET PROTECTION I dam 1 + ~'/WIl,4J aid SUSA r ~ 'ATRI~? VANS:E T~ ~~Cat lot 2
COMPLETED WITHIN 48 HOURS OF REPORT.
7. THIS PLAN SHALL NOT es CONSIDEIlSp ALL INGWSIVS AS TNi O~NBRAL STORM DRAIN PIPC CONTRACTOR SHALL TAIC~ ALL NECESSARY PRECAYTIONS TO PREVENT m ~ 0 / DNd ~k4'~~ P9, ~8 ,~~a~ ~ ~
SOIL SEDIMENT RROM LEAVING THE SITE. ~G%%LGl%%//J TO BE RlMOVED off' ~ i ~ "~q.~ 'p~~ ~ ~ ` ~ / , ~s 1 'o
8. GENERAL CONTRACTOR sNALL COMPLY NfITN ALL STATB ANp LOCAL ORDINANCES THAT APPLY. ~'r%~~ ~ ~ m I J~•~ JAMES E. POPE Qde
8. ADDITIONAL EROSION ANp SlDIYSNT CONTROL MlASURES WILL SE DIVERSION DIKE ~ \ / ~ " bF~ } ~ ' DMd 8k. 338, Py. 1 ~ i ,,~y~. ,`•,t ~'qQ t Plot 8k, 1S. P9. 78 ~ ' yQ~ / ~ 4'" ~ ~m ~b ~c ~'`acFF ~ / Lot 1
INSTALLiD IF OtSMtD NtC~ARY SY ON sIT~ INS~SCTION.
10. IF INSTALLATION O~ STORM DRAINAQ~E SYSTEM SNOIaLD BE INTERRUPTEp sY WEATHER OR NI~i1TRALLi TH! PIPE ENDS SHALL Sa ~ Q1.ANKlT AND SlCDIN~i COVQRlD WITH FI~TlR RASItlC. to ~~~Gf~~ yQ~
a , / N/~ I u o ~ ~~p9° ~ / ~e ~ DOSHI~POPE .
11. COMPACT 8 MAINTAIN 30,000 sQ. FT. OF a" THICK sTON/ MAT¦RIAL ~ ` ~ 4 ~ t f 1 1 ! ~ Origi~aa ?yrotot \ °a °1 ~ ~8 ~ ~ DRtd Bk. a40 ~ P~. 860 \ ~ ~`a'a°j ~ K 8. K. SEVERS LAUD ~ ~
LAYDOWN AREA i 2S' Wlpt GRAVEL ACClis ROAp TO S111LWNQ. LAYD0INN ~ 88'~.~ AI!¦A TO SS LOCATiD SY LOWt'S 'RO.ISCT MANA~OSR oQOOO RIP-RAP ~ ~ p ` ~ ~ ~ P1AT 0001C 9 -PAGE 6S ~ ~ ~ t~
1Z. GtN~RAL CONTRACTOR SHALL dE RESrONS1~LE TO TAKE WMATEI/~R ~~oao / ~`o , ~ v + w Z Q
MEAN= NEClSSARY TO ESTABLISH PERMANlNT SOIL iTASILIZATION. - 13. SlpIMlNT SHALL dE RlMOVlD FILM TN! SlpIMtNT i#~SIN SlROIlt IT 1~ ~m'"~ 259 Ft1LL AND FROM aiLT FENCE 68FORE IT IS 33 % FULL W w* W • c~ %°A' ~~e ~e ~ JERRY STEWARTa~~ ~ ~~ti°~~~`` 11N1iSTON SEVERS
Z,4 cp
14. ALL MIORK TO S6 DONE IN 8TRICT ACCORDANCE WITH DIVISION 2 OF ~ - LOMI!'S STANDARD SITE SPECIRICATIONS. f JOB 15. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZ! THE Dssd TRACKING OR MUD ONTO THE PAVED ROADWAY RIIOM CONSTRUCTION P~ ~k W O' JOB''S OLD ~~'~ION ~ ~ i ~ ~ ~ .CQG`f' t ~d~1~~ Vfl~ to o~~Qra' BUILDINQ a 95~c~
gdR ~~QD~. I11Nw ' ed E.ose~eni.` \ ~,,1;, W ~ ~ ~ r 02 o O >N ~ O Z4H mQcQ~C-4 tv)
Dssd.g~:~ 687. Pg. 8~$ ~ wp~proPpS ` ` ~ ~ \ 25 , \ v v ~r .r ~ y ~~°Qd~ ~ ~ Q;~ Wotx 1~~9 , ~ c°" do •~'1 ~ d ~,o vac ] . 8 E L L. E 3 R E E c~ ~ d~ T as IL C m O
ARIAS. THE CONTRACTOR SHALL DAILY REMOVE MlJWSOIL FILM ~ Bk Pt¢# ~k. 6S. Pg. 1~ (Lot f~l~y ~t Bk. ~8~ P~. 38 (LOt ~~gr \ ~ ~r W ~r ~ r ? ~r ~ ~v W •r v~ ~ ~r ~v W v~ 1 ~.~-{N~r~"`^' ~ • ~v~000 f6fMA~. .Ciitl AC ~ ~ `~t • ~-f~.. ~ C to 4
PA1/~MiNTS, A$ MAY SB R~gUIRSD. TNB CONTRACTOR SHALL INSPSCT~ j ~ REPAIR, AND ADD sTONE TO THE STONE CONSTRUCTION ENTRANCE WHEN ~ ------o-•-------------- ~ - ~ q1 ~ l ~ co ~w a. O
IT eECOMLS SATYRATEp WITH YYD TO INS{JRE THAT IT WORKS ASS ~
INTiNDSD. ~ 16. TNS TOPSOIL iTOCKPIL/ iNALL GRAND TO pRAiN ANp s¦~DSp ~ ~ ` S'~ • i -t ~ (P]~ (T]° ~ V] a ~ « ,ab~ El ; ~ .rod ~ / SOP~ \ ~y ~ ~~b~a'f„~ ,tyl r conc. ,Z ` I i ti I
WITH TNe T~M'ORARY slip MIX. a1LT RtMOV~D RItOY TNt INLt'T ~ ~3 .~;r~~G \ E POPES ~v~ iY] . ~,IAIES,E. tR'~~. ~ I ,K Q'~ ~ ~ c~o+` ~
PROTECTION ANp FROM dEHINp THE i1LT RlNCEi SHALL sE PLAGlp ON f, / ~ ~ 1 s f ge of~ Woods' i \ r ~ ~ O~OJ ~ ~ ~ ,q°~y 'M ' X oad ek D5~ ' D > ~ ~ is ' ~p i i 1
TOPSOIL STOCICrII.~. ~ `~:I~IT 17. T¦MPORARY stDIMtNT CONTROL MM~YIlp (siLT FtNCS~ OIV¦RaIONS~ ~ rt~iT of 1;4 ~ ~ - ~ 1 ~.o~ )r ~ t ~id'Blc ~ tom` ~.t~~c` o JAw1ES E. m map ~ 6~6~. E ~ i i~~ I U
CONS7'RYCTION SNTRANC~~ eTG.) sNALL t~ MAINTAIN¦p WIRING ALL ~STURBA PHASeS O~ GONSTR{JCTION YNTIL THE COMPLETION OR ALL I'URBANCE I l m-- ~ I \ i r l ~ j ! ~ ~~rrsEEpl o \ > ` y N ~N ~ a~ ~ ; "Mai
CONiTR~GTION ACTIVITIa AND ALL Dls'1'~It~~D AR¦Ai IIAV~ ~~tN N/~ i e g ON ( l~ 9Tb ~ti~4 woos 8 ~;n~ ~ d` ~ cA" d~ ~ o~ ~~a I r ~e 2_w,~ cw unity ~,a~ i ' , ,e,, ~ .tta I ~
STAe1LIZED. ADpIT10NAL CONTROL OEVICls MAY SE REQYIRED DURINQ Rlq(Y BENTON r as as
CON3TRNCTION IN OltplR TO CONTROL EROf10N ANWOR O~RSITE Da d Bk. db7~ Pq. 977
iSpIM¦NTATION. ALL TEMPORARY CONTROL ps1/IC~ sNALL SS R~MOVSD Plat Book 24, Pa9s a ONCt CONSTRUCTION Is COM~L~T~ AND T11~ sIT¦ I= STASILIZlD. ~a 18. TOTAL DIST11RdED AREA DNRINQi CONSTRUCTION OR THE PRO.IEGT IS 1 0~~ ,~d~.d`¢ .de ~ - ~e ~ - ,don ~ ~+~i~ 1 ~ - \ _97, ~ ~ r " \ t ' ,~~a 2-Mbr A'1 ~I,~/ty[ire "•~.~w,~' ~ C 4~ to o
of ,b ~ ~ 1 ` a0 ~I I/ _ l i ONE O
fly 14.?~4 ACRES. t ~~A~ ~ blD ~ i ditch I~ ~ \ `"I ~ ~ ~ ~ ~ e of Wpods ~ , ~ , 'v?` r ~ ~tl ~ ~ JI J Ed9 Syr-- - i ~ a ~ ~ 1
19. ALL sLOPES 3:1 OR 8TElPER SiIALL REClIVE AN E~ION CONTROL ~ a~ ~ ¦LANKR ANp snWN0. sLANK¦T sMALL C11RI.~X OR MPII~OV¦p ~QIJAL. //~a~.~ ~l 1 ' t 111 ~ ~ \ 11 L ~ .i~ / ~ i g x, ~^~1 ~s~~ ~d~ to xZo
IN AppIT10N~ ALL sLOPa WNICN ~XC~lp EIOMT (8j VERTICAL fE~T' sNOULD ~ l f ~ \ l
S¦ iTASILIZ~ 1NITM iYNTNRIC OR V¦O¦TATIVS MA7's~ IN AppIT10N TO ~ NYpI~OS~tDINQ R MAY e~ NBC¦iiAY TO iTASILItt iLOPii 1Y TNT USE ~ t J ~ 0 I i ` c.. ~ O t~
O~ TRAiCK WALKING PRIOR TO EIlOiION CONTROL MATTIINO INSTALATION. ~~~c I 'j ~ti t ~ o ti% \
IT YAY ALiO ~E NtCSS~ARV TO INiTALL T¦M~OItA1tY SLOE DRAINS o X
• PUKING CONSTRUCTION. T~MlORARY S<ItMS MAY s~ NStD pAILY UNTIL ~1 THE SLOPE IS BROUGHT TO GRADE. F O . J ' ~ r Wood ~~Jl ' ~d~'~~'°, ~ , , conc. ~ ` `'~e q3~--~''~ ( ~ Ed9~ °fN/~ ROBERT MEM ERT i
Z0. PROVIDE SILT RENGE AND/OR OTHlR CONTROL DlVIClS~ ASS MAY S! ~0~,?a~ , i co
REQUIRED TO CONTROL SOIL EROSION DURING UTILITY CON3TRtlCTION. ~ uj ~ f ~a / ` ~ 9 4 ~ ( DITCH \ \ ~ s J RARE PAD o ~ 1~: t + ,,.__q2 ~L1Ja ~~.i ~ geed eic. 4~8, I~o i
ALL DISTURdlD AREAS SHALL 4! CLEANED DRAPED ANp iTA~ILIZlD WRM QQ~~,~ ~~ti~ ~ 4 GRASSING IMMEDIATELY AF1'SR TMt YTILITY INSTALLATION. ~ ~ ~ W di ~ ~ i -~i Q~ J~p~~ 1
a 21. sTAi1LIZATION M~UIt¦s sNALL S~ INITIATED A~ sOON AS Gti i 7
~ ~RACTICASLE IN PORTIONS O~ TNT sRE WHERE CONS'TRUGTION ~ o ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY GEA~SED, e1JT IN NO ~ ~...~orowmoh tocatlon of ~ £ g } ~ ( i ~k ' 1 1~ sue: Undagrand Po.ar os,.lpcot4Q.b a4e of~
CA~¦ MOltt THAN FOURT~tN (14) DAYS AFTER WORK NAS CEASlO. `i ~s ~ MW~A~'esr P..t~P.LS n \ so N'°pp~ ~ I - IIO.JdiO/0 fI7WAYlIp,T ~hld dOfO ~ n i ~l I ~ / ~ ~ ~ ~ '
?2. TEMPORARY p1VSIts10N SSRMS ANp/OR DITCN~ WILL Si PROVIDtD As R N/F N/F ~ LOWE'S HOME CENTERS. INC.
N¦SD~D DUItlNG CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE LINDA DANIE ~ RUNOFF ANWOR TO DIV¦RT s¦pIM<NT LADEN WATtR TO APPROPRIATE I ~ ~ 817 ~A DANIELS SS l ~ \ \ ` ~ ~ 1
°o TRAPS OR STABLE OUTLETS. Q i Bk. 817. Pg. 1 ~ ~ ~~,p f~ ~ e ~ ~ .~d~ ~ ~ D18'Fl~RBANCE MARK do KENT LOVETT i 1605 CURTIS BRIDGE RD.
N 23. ADDITIONAL CONTROL DEVIClS MAY SE 1lEQUIIlED DURING ~ ~ / ~ WILKESBORO, NC 28697
CONSTRUCTION IN OItDlR TO CONTROL EROSION AN WOR OFFSIT! z ( j SITE BM,_P~ wul~IN nSPI1a~T ~RWE / \ ` -~~ab.~ \ \ ~-•-,~h-... •~'A , / MAR Z SPC ~ NORTHII~C 201691.583 Feat (Cr(d Coordi J~~ / , ~ 3 SPC/ 3 EAST = 2085703.432 feel (f,~d Coordi ~ ) MARKE BY 0TH R ~ Dad Bk. 677, PQ. 180 ~aI ~ s ~
N f~DIMtNTAT10N. o ~ '~0'0~, ~ ~ Z4. CONTRACTOR TO It~f~R TO THE EROSION AND E6DIMENT CONTROL p~ ~ ~ \ 33 .7 SQ. ~ _ e~.~ ~ ~ ! '0 \ ~ 0.77 ACRES / ~ Ql - - 1 ~ ~ 336.658.4000 (V) 336.658.3257 (F))
~ PL.ANNINfi AND DESIGN MANUAL OR NORTH CAROLINA FOR DlTAILS ANp ~ \"q,~ o ~ SPtC1~ICATIONS FOR TN! eROS10N CONTROL MlA~~11lt$ O~ITLINEp ON 0 ~ \~qb ' THIS PLAN. Z ~ ~h~dp~y ELEGAiION {N~D 88) = 9~.6U Feel ~ ~MQ~ J ~ g3' ' ~ ~ IRAVEL DRI~/E THS DRAWING IS THE PROPERTY OF LOWEI
f ~ 1 HOME CENTERS, INC. ANY USE OR REPRODUCTION IN NMOI.E OR PART IS PROHIBITED IMTHOUT TM
~ ?A HOUR CONTACT • JOHN WITHaR$POON - LOWE'8 NOME CENT~R$ ~ 'l w 1 ~ f ~ 7 EXPRESSED WRITTEN CONSENT OF LOVWS HOME CENTERS. INC. COP'YRIOHT 2003 ALL RIGHTS
~ 336.982-5843X272 f / J~`tdr' 1 RESERVED
~ ~ ~e a STANLEY IN S ENTS, LLC ~ i / j ~ a'~ Deed Bk. 873. Pq. 933 i
a It~F¦R TO sROEION CONTROL NAIL sN¦R FOR ADpIT10NAL NOTE. R ~ $ id~`o`+~~ mob/ , ~ MAINTAIN ~ , \ \ ~ \ ~ \ ~ ' ~ / !
Q~ !i / rGRAVEL ACCE~I ~ ~ ~ i~
~ L ~ / ~ niil ~ ~ r ~ ` SITE T6M: ~HEA~}NAa. IN POWER O O O~ ,66 ~ qIL• O
S r d a' E \ \ o ERSI ~ ~e ~ '~~r~ ~ STANLEY INVESTMENTS, LLC
~ 2 A /C4 M° ~n Uni(S la ue ~n . 1 ~ ` ELaE ATION (NAYD ) = 96.00 Fwt 0 O p SITE REFERENCE POMIT ` 0 o~ (rug e~> un uu~ = ~ ,s os.~ l ~ I ~ o JQ1d ~ ' ~N~Phk~ ~ p p O~ L- (NAD 83) ION~iT11DE = 078 43 01.96 1~ / ~ ,~s'~ ~ ~ o~~ ab Bk. 780. Pq, S14 ~~o
04,E Q ~ ~ i a yet
~ PiIA~~ Z CONSTRYCTION s~gUSNCSt ~ gQO~ ~1 A I r _,_,qg•~ ~ Io, ( M 1ML kw
~ 1. COMMSNC¦ sRS ORAWNO. ~~~~~~i15 ~ E I I ~ 'IIYMd~O~rdio~ 9M w~o..~- ae w~? t ~.1 N/F
p ACTIVITY NAB CSA~t FAR MOIt¦ THAN 14 DAYa S ALL is n J~~~~ a TRMPORAItlLY sStD¦D AND WAT~IlSD. ~ ~ 3. RINAUZE PAVEMENT SlJefiRADE PREPARATION. . _ p rn 4. CONSTRUCT wLL CUlts ANp Ot1TTER, fi11TTER INLlTS~ AREA ~ ~ f-- u w~ ~ Q~~,~P STANLEY INVES11dENTS. LLC ~"~~"-..-'"A'°' - ~ ~~'~jp DNd Bk, 802. Pq. 211
L qty OIP by Pos ~ ~It ~ ~ '~J~~
- eb 1a. 7 ~ f ~ SILT F NCB P~`~ '
3 INL~T3~ ANp sTORM =lW~R MANNO~i~ A~ sMOMIN ON TRt PLANS.
~ INLET PROT¦CTION MAY N It~M01/~p TtM'ORAItILY FOR THIS I 01~'A0^9 9 ~ LAD ~
GONiTIWCTION. YLAC~ 1l~gYllt¦01lI~RA~ AT LOCATIONi iHOWN -Y/Q D ~ov~ ~ ~~m ~ s 1
~ ON THE PLANT. S S. INSTALL INL~T/OUTLtT PIbOT<CTION AT TNS LOCATIONS OF ALL nnsnNa 1 ~ ~iRAVEL DRIVE ~ l .
~ ORATt INL¦TS, CtIR~ INL~TS~ AND AT TM¦ SNOS OF ALL D(~OS~p 4 ~~s1,,1` , 1 ~ IM01lNTABLE 1~ ~ \ ~ I t f C DIVE 310N ~ ~ I 2~' x 100' ~ - ~ N/~
STORM SEWER PIPES. ~ ~ CON3TRUCTI~N I~ S. P. STa~~Y
~ ~ h I e1TC~ ACRD ,I1I ~ ~ j~ ! ENTRAN ~ z~« Q?-~~~vQb..d eic, ~e~, P~, oas R~ \ ,~•(~~t~0 ONd 8k. 216, Pq. 11a
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o N~ rZi n~ I I A OAN ELS R ~ RICKY 9ENTON Bk. 817. Pq. 'F ~ ~ ~ ` g E pq 9 ~ ~il ENT~INC SIL~ENC J m
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d q~nt-d-~Y ~ ~ ~e 3 DAYS BEFORE WOON~G CALL
ti' TOLL FREE 1-500-632-4949 ISSUE DATE: 05/15/07
a 9~ ~ PERMIT SET
O n %Prmb loombu wwwwwaml WW% W%Omlommwm,.. V~w ww wwwb„& V iwiii iii V w? Vf-aiiii ISSUE DATE:
10 30 e0 170 CAM1M ~ CONSTRUCTION SET
N/V ----"r WELLS PROPERTIE ROPERTIES. LLC -4 N/P ~ a 4G y \01 ~ ~,~?~d~ /~~ti ~ loo w V AOIMp us= 000 NA1~E >Eo pow pm oiwar ,M Am cop" oftsom ISSUE DATE:
N Dead Bk. 701, P C) Tract One t. 701, Pg. 136 G"~~ 3c %n 40 119 MAID NO OIMRANIEE %AT 111E IAM[RiIl0Y1r UM M! ON" COMMW ALL 9" VW = M 09 AKk 00010 SDVM OR MNnO M 19 SLNtVD R FLOW DRAWING NUMBER:
eact One Z?o cf~'° { ~ ~a MOT, T 1MAT w tI1~EEACAOUq US NO W AK M 11M w a tr"rm AL1iWW NE o ammo TNAT 1NCr AM LOOMED AS AOAMMILr AS 'aa1E1s row Mrom"Im
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¦RiOf10N CONTROL NOTise REVISIONS
1. LANp DISTU1tsIN0 ACTMTIti s11ALL NOT COMMSNC~ 1lNTIL A'~ROVAL L EG E N D PRE-BID SET POST BID SET O ISSUE DATE ISSUE DATE
TO 00 i0 HA~3 SEEN REGlIVEp SY QOVlRNINa AYTHORIl1ls. ZTN! Q~N~RAL CONTRACTOR sNALL sTRICTLY MH W TO TNT i1M'P~ PROPOSED DESCRIPTION DATE DESCRIPTION
pYRIN6 CONSTRUCTION OPlRATIONS.
3. NO LANp CLEARINfi OR GRApINA SHALL S~OIN UNTIL ALL lROSION ~~SF SILT PENC! CONTROL M~ASU1tiS IIAVi SiSN INaTALL¦p. 06-01-07 40% LOWS"S
4r ALL D(POSSp AREAS SHALL ~ SS~DSp AS s'SCIl~ISp 1NITNIN 14 DAYS OF LIMIT OIL D13TURBANCB y W12-07 90% LOWE"S
FINAL GRADING.
5. SH011L.p CONSTRUCTION STOP ROR LONQER THAN 14 pAYS~ THE SITE ETON! CONSTRUCTION aHALL BE StBDED AS 8PECIFIED. ENTRANCB ~ 'TISON TRAIL" N/F Q Y O'NEIL WALKER
6. SEDIMENT ANO EROSION CONTROL M~Ult~s sNALL St IN~PSCTlD AT Oeed Bk. 279, Pg. 685
LEAST ONC! SV6RY SiViN (T) DAYS AND WITHIN 24 NOUN OF A RAINFALL - - - - - - ~pgTINQ STORM D(CttWNG O.S INCN~S DURING A Z4-HOUR P¦RIOp OR MOR¦ FRiQUENTLY ~ - - - ~ - $YS.r~ ~ N~ / ~ / ~ Plot Bk. 15, Pg. 78 ~ v- Lot 2 <S(~
IR REgU1RED eY GOVERNING NPDES QENERAL PERMR. ALL MAINTENANCE l PATRICIA 1 / WILLIAM yE ATRICIA VAI~,~E...1YRiGHT, _LIAM yEDOY VANCE, Jr. L e'O r~~r
REQUIRED eY INSPlCTION SHALL COMMENCE WRHIN Z4 NOtlRS AND BE ~ INLET PROTECTION / and SUSAAI Deed ~Bk. SUSA~1 VANCE GRANTHAM 6/ /
COMPLETED WITHIN 46 IIOUR$ OF REPORT. STORIN DRAIN PIP!' 7. THIS PLAN SHALL NOT SS CONSID~REp ALL INCLUSIVE AS TNT ABNERAL ~ f ~ ~ T Deed ~Bk. 730, Pg. 452 /9 ~ Tract 2 ~ /
CONTRACTOR SHALL TAKE ALL NlGESSARY PRECAt1T10NS TO PREVENT r / fr , J
SOIL SEDIMENT EI~M LEAVING THE SRl. ~ TO d! RlMOVED ~ a / JAMES E. POPE
8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL OItpINANCES THAT A'PLY. ~ Deed Bk. 338, Pg. 7 r'' Plat Bk, 15, Pg. 78
9. ADWTIONAL EIl~s10N ANp S~DIMlNT CONTROL MlASURES WILL SE DIVlRSION DIKE r~ / i / ~ Lot 1
INiTA~L~SD IF ~tMSD NtC~sARY SY ON SITE INSPSC~'ION. 10. IF INSTALLATION OR STORM DRAINAGE SYSTEM SNOWED SE ` r ~ tb'~ Z,b~ ` ~ j -
INTERRN''TEO 4Y WlATHER OR NIGHTfALI.~ THE PIP! eNDS SHALL dE a~~T wt~~ seeaN6 ~ ~ ( i V'- - Originai Tract 3s1 SLO ~ N/F p~ DOSHIE POPE
COVe1tSD WITH FILTtR FASRIC. ~ 1 ~ ~ 1AMES A. BAILEY, Jr~' I \ - 8. K. SELLERS IAND SUBDIVI ON - Q ~ Deed Bk. 34q Pg. 3s9
11. COMPACT S MAINTAIN 30,000 s4 FT. OF a" THICK 3TONt YAT~RIAL j 88~.. - LAYDOWN AREA d~ 2S' WIDE (.RAVEL ACCESS ROAp TO SYILDINQ. LAYDOMIN e'~ ~1-~~ -8~\ " ` I Deed Bk. 540 - Pg. 860 ~1 ~ ~ ~/'~-~,.~1~ y RIP RAP APRON ' ~ ~ FA RCLO'~H i PUZ BOOK 9 -PAGE 85 m D v
AREA TO ~S LOCATEp sY LOWt'S PROJECT MANAGER o°ooo RIP-RAP N~' THURSTON SELLERS ~ ~ z
1Z GENERAL CONTRACTOR SHALL ~i RES'ONSISLt TO TAKE WNATN~R ~~ooa MEANS NEClSSARY TO ESTA~LISN PlRMANENT SOIL fTAe1LIZATION. ~ ~ ~ ~ \ ~ D~Q ICICNE8 ~ S~IMMER~j2 ~b C ~ NZ ,c,- r' ,A~. ~ ~ ~b N~F ~ ~ N/~ TF~RyTON SEDERS ~ Z Q
13. SlpIMlNT SHALL SE REMOVlp FROM TMS SeDIMlNT SATIN SEFOIl~ R IS ~ \ ti ~ = 91N~HES 1 ~ ~ pETA1L~ . f JERRY STEWART N ~ Z~
?S'y. FULL AND FROM SILT FiNCt StFOR¦ IT IS 33'Ye FULL originac Tr~et ~ICKNESS =141NC \ ` ~11~ ~ ~ + V p w 02 0 ; V1 ~O
14. ALL WORK TO BE DONE IN STRICT AGCORD~ANCE WITH DIVISION 2 OR ~ ~ ~ LOIN!'S STANDARD SITE SPlCIRIGATIONS. ~ _ JOB' 1S. TNt CONTRACTOR MUST TAI(t NeGeSSARY ACTION TO MINIMIZ! THE g~ TRACKINfi O~ MYD ONTO THE PAYED ROApYYAY RROM CONSTRtlCTION Deed, ?oB's ocn ~~xro~v "Z.,~~IMiN. LENGTH a 6 FT. ~ ~ ~ B~iR-b-~QUE, l.~~C. ` LENGTH = 16 FT. ~ U ~ i ~ ~ Z Q44 N M a~ oQ 5
DeQd..F1~ 537. Pg. 923 L. ` ..,'°6~ CD ~ m N .C N N
ARIAS. THE CONTRACTOR iNALL DAILY REMOV! MNDJSOIL PROM r Fl~y~ Bak. ~l~y~ "Bk. 63. Pg. f2 {L~l i) ~ ~ ~ ~ N W
lANSM~NTS~ A~ MAY s~ ~4u~~o. THE CONTRACTOR SHALL INSPBCT~ / / , ~~t ~k. flat ~k. 28. Py. ~2 {Lot \ \ f e / / I ~U ~cR q~~'~ 0. O e-
REPAIR, AND MD s1'ONP TO THE sTONE CONSTRUCTION ENTRANCE WHEN ,.,~95'-' qy td~ f t0
IT ~EGOMES iATNRATlp WITH M1lD TO INSURE THAT R WORKS AS INTENDED. / J I
16. TN¦ TOPSOIL s7'OCKPILS SHALL Si GRADED TO pRA1N ANp s¦SpiD ~ .i / ~ /c~a JAMES E. POPE •-xtNbJpMES E. POPE II
WITH TNT T~M~ORARY sE~p MIX. SILT ItBMOVED FROM TNt INLlT r p - - - - ~ ~ - ~ ~ Deed Bk. 76~Pq, 958 P ~ , N/F JAMES E.POPE ' \ T~ JAMES E.
~RiOTECTiON ANp RROM elHIND THE SILT BINGES SHALL eE PLACEp ON TOPiO1L STOCKPII.~. ~ `~IT O 1T. TEMPORARY stWMSNT CONTROL M¦ASYRp (sILT ~NCS, p1V¦It~IONS, ~ p~s~'IJRSA GONSTR~lCTION tNTRANCS~ RC.) sNALL S~ MAINTAINED WIRING ALL ~ I~IIIT OF IP ~p ~ IP ~ "alitCh ~~1'8k.340, U
'URBANCE IP ~ e ~ l ~ ~ Pq ~Oi•~ POPE - -
rHA$ES O~ CONaTIWGTION UNTIL THE COMPLETION OR ALL
GONS7'RUCTION ACTIVITI~ AND ALL DISTU1tSSD ARC NA1/~ s~SN N/F f
STABILIZED. ADDITIONAL CONTROL oEVICE8 MAY sE REgUIRED DURING RICKY BENTON ! ~ o
GONSTR~ICTION IN ORDlR TO CONTROL EROSION AND/OR Ol~SITE Deed ek. 867, Pg. 977 r SSpIMtNTATION. ALL TEMPORARY CONTROL DS1/ICtS SHALL ~e RtMOVSD Prot Book 24, Po9e 8 r ~ ~ ditch ~ ~ ~ ~ ~ ~ ~r ` ~ ~ ~
ONCE CONSTRUCTION IS COMPL~Te AND T11t SITt Is STASILIZtD. O ~y
1S. TOTAL DISTYReED AREA D1IRING GON8TRUGTION OR TH! PROJlGT Is +ti 14.4 ACRES. ~ ( w t ~ ~ _ ~ _ ~ p ~ hyY. _ O xz
1~. ALL sLOPlS 3:1 OR STSt'eR sMALL ItsC¦M AN ~IbQf10N CONTIIOL. ~ I
SLANK~T ANp ss¦WNO. SLANKR' sNALL S~ CURLDC ORA'PR01/Sp SgUAL. N = 0 0 , m
IN ADpIT10N~ ALL SLOPp WNICN SICCl~p SIOMT (8)1RRTICAL FRT sM01lI.p SS sTASILIZSD wITN sYNTMeTIC OR VSfitTATIVe MA7's~ IN ADDITION TO ~ .:fi ` . : ti O
MYp1~SEEDINfi. R MAY tE NtCEiSAY TO STASILIZB SLOP~3 sY THE uSE ~ I c ~ ~ ~ m ~ O L
Of TRACK WALKINQ PRIOR TO EROiION CONTROL MATTIINO INSTALATION. ~ 4 4 ` ~ ~ ~ ~ J I w
IT YAY ALSO dE NECtsSARV TO INSTALL TEM'ORARY SLOPE DRAINS o pIJRINO CONSTRUCTION. T¦MPORARY StllMS MAY Si N~~D DAILY UNTIL ~ ~ M; ' I ~ ~ ~d~ ~ ~ ~ R08ERT 7. MEMORY
THE SLOPE IS BROUGHT TO GRADS. N/f ROBERT T, MEMORY Deed ek. 696, Pg. 761 ~
Z0. PROVIDC SILT FENCE AND/OR OTHER CONTI~pL DEVIGli~ ASS MAY dE REQUIRED TO CONTROL SOIL ~R0810N pIJRINO UTILITY GONSTRIICTION. \ s ~ Deed Bk. 696, Pg, 764 t
/LLL DISTUIteEp AREAS sHALL d! CLEANED, GRMED ANp iTAdILIZED WITH ,r~ ri!,y
QiRASSING IMMt01ATSLY ARTtR THE UTILITY INSTAWTION. \ M M.
~ 21. sTAi1LIZATION M~Ultss slIALL S~ INITIATtD As sOON A~ a PRACTICASLE IN PORTIONS OR THE sITE WHERE CONSTRUCTION
o ACTIVITIES NAVE TEMPORARILY OR PERMANENTLY CEA$ED~ BUT IN NO ~ "bs~ ~ ~ fF.F.E. ~ 100.0
CASE MORE THAN ROURTElN ~14~ DAYS AFTER WORK NAS CEASlp._ I LOWE'S HOME CENTERS, INC.
~ 2Z. TtMPORARY DIViRS10N SSRMS AND/OR DITCIISS WILL Bi PROVIDtD ~E ~ ~ A uANiELS ~.1SS r ~ , ~ / J
NiEDiD DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOP~ LINDA uANiE ~ RUNOFF ANWOR TO DIViRT S¦pIMSNT LADEN WATER TO APPROPRIATt Uead Bk. 817, f, Bk. 817, Pg. S1 f ' ~ \ ~ / ~ LIMIT OF N/F ~ ` ~ ~ ~ _ ~ V/ ~ , ~ ~ i I DISTJ~RBsANCE MARK & KENT LOVETT ~l1 1605 CURTIS BRIDGE RD.
°o TRAPS OR STABLE OUTLETS. ~ \ ~i ~ X94•`"` Deed Bk. 677, Pg. 180 f~ ' WI LKESBORO, NC 28697
N Z3. ADDITIONAL CONTROL DEVICES MAY dE RlQUIRED DYRINO ~ 336.658.4000 (V) 336.658.3257 (F'
CONSTRUCTION IN OltplR TO ~ANTROL sR0810N AND/OR Ol~I~i1Ts r N itpiMSNTATION. ~ / ~ r. ~ I
Z4. CONTRACTOR TO REflR TO THE ¦ROSION AND sEDIMBNT CONTROL 'I MIS DRAWING IS THE PROPERTY OF LOWS HOME CENTERS, INC. ANY USE OR REPRODUCTION
3 PLANNING AND plSION MANUAL OR NORTH CAROLINA ROR plTAIL8 ANp ~ 4 , ~ iP~CIRICAT10N5 I~OR TNt lR0310N CONTI~L MlAEURt$ OUTLINED ON ~4b , A4 0 err , ~ \ \ ~ ~ } II I ~b IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWS HOME
THIS PLAN. f ~ ?A HOUR CONTACT -JOHN WITNER$POON -LOW'S ilOMe CeNTlR$ ~iJ CENTERS. INC. COPYRIGHT 2003 ALL RIGHTS RESERVED
~ NSF J STANLEY INVESTMENTS, LLC
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REVISIONS PRE-BID SET POST BID SET
ISSUE DATE ISSUE DATE
BPHIQC#NQ DATE DESCRIPTION
6,1o TEMPORARY SEEDING 6.11 PERMANENT SEEDING Use the Key to PerManent Seeding Mixtu Definition Controlling runoff and erosion on disturbed areas by estnblishing perennial appropriate seeding Mixture based on t vegetative cover with seed. A listing of species, including scientific Appendix 8.02 Crefer tv N.C Erosion and ~ Mixtures (Table 6.llb) to select the Most Hybrid BerMUdagrass cannot be grown front seed and Must be planted vegeta- 9 tively, Vegetative nethods of establishing conroon and hybrid BerMUdagrnss, eta- RE,IS®PM i j "AIN W tlIIM4 ~oMYiebf Ti
d on the general site and Maintenance factors. centipedegrass, and Bahiagrass include sodding, plugging and sprigging CChap- rntific naMes and chnracteristics, is given in ter 3, Vegetntlve Considerations- N.C. Erosion and Sediment Control Planning p- Ig
Definition Planting rapid-growing annual grasses, shall groins, or legunes to provide in- ~n and Sediment Control Planning and Design and De51gn ManuaU. Sprigs are fragMents of horizontal steMS which include
itial, teMporary cover for erosion control on disturbed areas. Purpose To reduce erosion and decrease sediMent yield from disturbed areas, and to pear Manual) at least one node C joint). They are norMally sold by the bushel and can
Purpose To teMporarlly stablUze denuded areas that will not be brought to final grade Manently stabilize such areas in a Manner that is econoMical, adapts to site con- ditions, and allows selection of the Most appropriate plant materials. either be broadcnst or planted in furrows using atractor-drawn tobacco .ion and sediMentation control practices before or vegetable Transplanter.
fora period of More than 30 working days. Install necessary Mechonicol erosion and :ording to the approved plan.
COYl TeMporary seeding controls runoff and erosion until perManent vegetation or Pra Conditions Where Fine-graded areas on which perronnent, long-lived vegetative cover is the most seeding, and coMplete grading according Practice Applies Practical or Most effective method of stabilizing the soil. PerManent seeding a• needs should be deterMin May also be used on rough-graded areas that will not be brought to final grade forMed free of charge by the North C for a year or More. ing laboratory. Directions, saMple cnrton eterMined by soil tests. Soil testing is per- F~ova should be 4-6 inches deep and 2 ft. apart. Place sprigs about 2 ft. apa orth Carolina DepartMent of Agriculture soil test- in the row with one end at or above ground level (Figure 6.lld>. Ft. apart
other erosion control Measures can be established. In ndditlon, It provides
residue for soil protection and seedbed preparation and reduces probleMS of roud and dust production front bare soil surfaces during construction. Areas to be stabilized with permanent vegetation Must be seeded or planted through county Agricultural Extension o cartons, and InforMation sheets are available ~nsion offices or front NCDA. Because the Soil Surface
within 30 working days or 120 calendar days after final grade is reached, unless NCDA soil testing lab requires 1-6 weeks temporary stabilization is applied. Must be planned well in advance of final > weeks for saMple turn-around, saMpling
Conditions Where On any cleared, unvegetnted, or sparsely vegetated soil surface where vegeta- Practice Applies t1Ve cover Is needed for less than 1 year. Applications of this practice Include ~f final grading. Testing is also done by coM- r
dlverstons, daMS, teMporary sediMent basins, teMporary road banks, and top- soil stockpiles. C Planning Annual plants, which sprout and grow rapidly and survive for only one season, Planning Vegetation controls erosion by protecting bare soil surfaces fror? raindrop iM- Mercial laboratories. follow rates suggested on the individual _ _ _ _ _ _ _ _ _ _
Considerations Pact and by reducing the velocity and voluble of overland flow. When soil tests are not available, follo The most coroMOn and economical Means of stabi{izing disturbed soils is by specification sheet for the seeding Mix seeding grasses and leguMes. The advantages of seeding over other Means of Application rates usually fall into the f establishing plants include the smaller initial cost, lower labor input, and greater Ing Mix chosen. - -
?the following ranges OOF~ECT NCORF~CT
flexibility of Method. The disadvantages of seeding include .Ground agricultural liMestone
Considerations are suitable for establishing initial or teMporary vegetative cover. Temporary seeding preserves the integrity of earthen sediMent control structures such as Light-textured, sandy solls~ 1-1 1/2 • potential for erosion during the establishment stage, Heavy-textured, clayey soils 2-3 t the need to reseed areas that fail to establish, '1-1 1/2 tons/ocre F'btn O.tld Proper placeMent of grass 2-3 tons/acre sprigs. Each sprig should have at least one • •
dikes, diversions, and the banks of daMS and sediMent basins, It can also reduce the aMOUnt of Matntennnce associated with these devices. For example, the fre- seasonal liMitations on suitable seeding dates, and .Fertilizer node (modified front NCAES Bulletin AG-69).
quency of sediMent basin deanouts wilt be reduced If watershed areas, outside a need for water and appropriate teMperatures during Grasses 800-1200 lb/acre of 10-10- germination and early growth. Gross-leguMe Mixtures 800-1200 lb/ The probabiUty of successful plant establishMent can be naxiMized through Apply ims and Nr~ evenly and Incorpornt good planning, knowledge of the soil characteristics (Table 6.1 la), selection of by disking or other suitable Means. ?per 10-10-10 (or the equivalent) v U
the active construction zone, are stabilized. 200 lb/acre of 5-10-10 (or the equivalent) 8ra~dcut spri s at the specified rate (Tables 6.llr and 6,ils -refer to N.C. .c. Z Q U)
Proper seedbed preparation, selection of appropriate species, and use of quaUty seed are as iMportant in this practice as in Practice 6.11, PerManent Seeding. Erosion and ~edlMent Control Planning and Design Manual.> Press into the rpornte Into the top 4-6 inches of soil top 1/2-2 inches of sal with a cultipacker or with a disk set nearly straight s ~s. ?perate Machinery on the contour. When that the sprigs are not brought back to the surface. ~ ki ht so •
Failure to follow established guidelines and recoMroendations carefully May z 04 V
result in an inadequate or short-lived stand of vegetation that will not control erosion, suitable plant Materials for the site, good seedbed preparation, adequate lining using a hydroseeder, apply liMe and fer and fertilization, and tiMely planting and Maintenance. nd fertilizer to a rough, loose surface. f~Q0?110N Z a0 Q C~QVNM
Houa~? surfa~as according to Practice 6.03 ~ECTNrt1 PLMIT IAAI6~AL8 ice 6.03, Surface Roughening. Moisture is essential for seed germination and seedling establishMent, Sup- pleMental irrigation can be very helpful in assuring adequate stands in dry mQ c qq 'Y J ,C6 ~
Temporary seeding provides protection for no More than 1 year, during which tiMe perManent stabilization should be initiated. CliMate, soils, and topography are the major factors affecting the suitability of CoMptete seedbed preparation by breaki plants for a particular site. All three of these factors vary widely across North sMOOth, uniforM surface Cslopes less th Carolina, with the Most significant contrasts occurring aMOng the three r~a,jor can collect water. Broadcast seed Into breaking up large clods and raking into a seasons or to speed development of full cover. It is a requireMent for fine tu less than 3~1). Fill in or level depressions that establishment and should be used elsewhere when feasible. However, irrigation 'ine turf •E c N
lion ~ ~ W ate time a o
Specifications Complete grading before preparing seedbeds and install all necessary erosion control practices, such as dikes, waterways and basins. MinlMize steep slopes physiographic regions of the state-Mountains, Piedr?ont, and Coastal Plain. been sealed by rainfall. 'd Into a freshly loosened seedbed that has not is rarely critical for low-maintenance vegetation planted at the appropriate tiMe of the year.
because they Make seedbed preparation difficult and increase the erosion Water appUcation rates Must be carefully controlled to prevent runoff. Inade- Inade- J
hazard. If soils becoMe coMpacted during grading, loosen theM to a depth of 6- 8inches using a ripper, harrow, or chisel plow. To slMpllfy plant selection, a Key to PerManent Seeding Mixtures Is presented quate or excessive aMOUnts of water can be More harmful than no suppleroen- ixture specifications are designated as 'best' tnl water. ?Men-
In Table 6.llb (refer to N.C. Erosion and Sediment Control Planning and ~Ki ~ 9~ven in the sealing Mixture Design ManunU. To find seeding specifications fora specific site, follow this key or 'possible'. Seedings properly carried tarried out within the 'best' dates have a ished
PREPARAl10N Good seedbed preparation Is essential to successful plant estabUshMent. A good through the different steps-region, slope, soli, and Maintenance level-to the a high probability of success. It is also is also possible to have satisfactory Maintenance Generally, a stand of vegetation cannot be determined to be fully established ~e these dates. However, as until soft cover has been Maintained for one full year front planting. Inspect >ct n the
seedbed Is well-pulverized, loose, and unlforM. Where hydroseeding Methods are used, the surface May be left with a More irregular surface of large clods and appropriate seeding number. Seeding Mixtures rvcoMMended here are designed establishment when seeding outside the for general use and are well proven In practical field situations, They are designed you deviate from them, the probability to produce maximum stabiUzation and Minimize the amount of Maintenance the last date shown under 'possible' Ma ability of failure increases rapidly. Seeding on seeded areas for failure and Make necessary repairs and resealings within the fble' May reduce chances of success by 30-50%. sane season, if possible.
stones. scheduling land-disturbing activities. ~elhp - If a stand has Inadequate cover, re-evaluate choice of plant nate- gate-
I~I~p- Apply Une according to soil test recor~mendatlons. If the pH Cacldlty) and repair required. Always take this Into account in schedu t!~ o~i11Nd sNd for permanent seeding wh Land uss Is a primary consideration in planning permanent seedings. For this inspected by the North CaroUna Crop I purpose land use, whether residential, Industrial, con~erclal, or recreational, published North Carolina Standards and ~ding whenever possible. Certified seed is rims and quantities of liMe and fertilizer. Re-establish the stand after seedbed eedbed
of the soil Is not known, nn application of ground agricultural Uroestone at the Crop IMproveroent Association. It meets preparation or over-seed the stand. Consider seeding teMporary, annual species species .10, TeM-
rate of 1 to 1 1/2 tons/acre on coarse-textured soils and 2-3 tons/acre on fine- textured soils is usually sufficient. Apply liMestone uniformly and incorporate can be divided into two general categories: label (Figure 6,llb>. GIs and should bear an official 'Certified Seed' if the time of year is not appropriate for perManent seeding <Prpctlce 6.10, TeM porary Seeding -refer to N.C. Erosion and Sediment Control Planning and O
into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be lined. H~-tn~hN~w?o~ arws are Mowed frequently, limed and fertlUzed Design Manual.) O O Co ~
FKliwr - Base application rates on soil tests. When these are not possible, regularly, and either Cl) receive Intense use Ce.g., athletic fields) or C2> re- qulre Maintenance to an aesthetic standard (e.g., home lawns). Grasses If vegetation falls to grow, soil be Must tested to deterMlne If acidity or nutrl IMbalancQ Is rvsponslble. N CO r nutrient O
apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and liMe used for these situations are long-Uved perennlvls that form a tight sod 40 xz . 40 p
should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not Mlx seed and fertiUzer more than 30 minutes before application. and are free-leaved and attractive In appearance. They Must be well- adapted to the geographic area where they are planted and able to endure Fw~allon- On the typical disturbed site, full estabUshMent usually requires N S m N
8~shprou~ii~p- If recent tillage operations have resulted in a loose sur- the stress of frequent Mowing. Sites where high-Maintenance vegetative refertlllzatlon In the second growing season. Fine turf requires annual Maln- In - 40 M
face, additional roughening may not be required except to break up large clods. cover is desirable Include homes, Industrial parks, schools, churches, and recreational areas. tenance fertlUzntlon. Use soil tests If possible or follow the guidelines given for the specific seeding rotxture. wen Q~ 0 eM! M
£ If rainfall causes the surface to becoMe sealed or crusted, loosen it just prior to p„ seeding by disking, raking, harrowing, or other suitable Methods. Groove or fur- rrrr re rrw ~ M t f~1 Ms r O m
~ row slopes steeper than 3d on the contour before seeding (Practice 6.03, Sur- anee are Mowed Infrequently or not at all, and do not ~r*.~.rr.~.n.. receive UMe and fertlUzer on a regular basis. Plants Must persist with Ut- tie Maintenance overlong periods of time. Grass and legume Mixtures are IWM MII YIACM M mho N~ r1 W Itrw a~Y ~ ~M~~ Mb~ a~
M face Roughening), ¦ I AM frw w Ill W 11r /~Y~r t rr WM mY~ wb wr+ r ~ ~~Y Aer 11t MNnWS d
~ PLANT BB.EC110N favored for these sites because legumes are a source of soil nitrogen. .r~rr~yM,,.rrr. Mixed stands are also More resistant to adverse conditions. S1tes suitable "'w""'~~"" 1 IN NORTH CAROLINA ~ ~~~'e
Select an appropriate species or species mixture for seeding ~ in late winter and early spring for low-maintenance vegetation Include steep slopes, stream or channel ~GR~~w~ NORT banks, some commercial properties, and 'utlUty' turf areas such as rood- ~....d- cz> d Table 6.11 p Seedir~ No. No.
0 banks. ih.~-s ~ate.r._ cz~ OtMr Crop.. (7D . t~.._ 8peciea1 Rate (b/acre)
° In the Mountains, December and January seedings have poor chances of suc- N cess. When it is necessary to plant at these tiMes, use recoMMendations for fall V~etl Seed. tlU . ~l~/1T~ G«nYatbn.. tlp _ w.. . 1CP for• WoN-to Poorly 'a;..` o"_ Tall fescue 80 ody
~ and n securely tacked mulch. The soil on a disturbed site roust be oMended to rovlde an o tlrour~ environ- Sara s..d._ a~ P P test Dut+» " Pensacola Bahtagrass 50 ~8~ ~ ~ food
N ~EeMie rent for seed gerr~inatlon and seedUng growth. The surface soil must be loose • rw,. vew~w. w • n~~• __1~_ _ _ __~___1 ..._.1.__11.._ TI_. .11 I_-f_~}l.. _11.~11.~11_.\ Moisture Retention Low tl"~ Serfcea lespedeza 30 LOW • . Av/ClQ LM^ILMC f?C\ITC120 IM^
~ Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder, Enou9n for wotier inrutrazion ana rovti penezrazion. ine pn ~a~iaizy or a~ecuuni~yi dot N0. of the soil roust be such that It Is not toxic and nutrients are available-prefers- ass. No. Kobe tespecleza 10 I Maht4r1af1Ce LMvwvrm a nvM& v&n , L-mma, inu.
--3j or hydroseeder.Brondcast seeding bly between 6.0 and 6.5. Sufflclent nutrients-added as fertlUzer-Must be 1605 CURTIS BRIDGE RD.
and hydroseeding are appropriate for steep slopes where equipMent cannot be driven. Hand broadcasting is not recororoended because of the difficulty in present. ~v~~Y v~naor... 110te WILKESBORO, NC 28697
0~ achieving a uniforM distribution. It is as iMportant to ndd liMe as to add fertilizer. Line Is used priMarlly ns a pH, 1. Front Sept. 1- Mar. 1, use unscarif ied sericea seed.
~ SMatl grains should be planted no more than 1 inch deep, and grasses and O or acidity, modifier, but it also supplies calciuM and MagnesiuM, which are ir~- portant plant nutrients. By increasing soil pH it also Makes other nutrients Wore 2. 0n poorly drained sites, oMit sericea and increase Kobe to 30 lb/a (b/acre. 1336.658.4000 (V) 336.658.3257 (F )
a legunes no More than 1/2 inch. Broadcast seed Must be covered by raking or chain dragging, and then lightly firned with a roller or cultipacker. Hydroseeded available to plants. At the sable tire, it prevents aluMinuro toxicity by decreas- 3. Where a neat appearance Is desired, oMit sericea and Increase Ko l displayed on all North "t0 40 lb./acre. ;e Kobe THIS DRAWING IS THE PROPERTY OF LOWE'S
~ nixtures should include a wood fiber (cellulose) nulch. ing the volubility of soil aluMinuM. Many soils in North Carolina are high in aluMinuM, which stunts plant growth. etb Label displa After seed is in place, it rust be protected with a mulch to hold moisture -and Carolina certified se Modify teMperature extreMes, while preventing erosion during seedling estab- HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE
~ MI~CF~IC~ Pied seed. EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS
s d The use of an appropriate mulch will help ensure establishMent under norr~at NkiraO plent8 RESERVED
~ conditions and is essential to seeding success under harsh site conditions <Prac- L tice 6.14, Mulching>. Harsh site conditions include llshnent. LabeUng of non-certified seed Is also r information on seed purity, gerMination, o,~so required by law. Labels contain IMportant Between Apr. 15 and Aug. 15 add 10 lb/acre GerMan Millet or 15 lb/ac nation, and presence of weed seeds. Seed Must Sundangrass. Prior t0 May 1 Or after Aug. 15, add 25 lb/acre 1^y2 C9 nt of noxious weeds. Do not accept seed contnin- Wacre
a ye (grain).
~ seeding In fall for winter cover (wood fiber Mulches are not considered The operation of equlpMent Is restricted on slopes steeper than 3~1, severely neet State standards for content of Urolting the quaUty of the seedbed that can be prepared. The soil cannot be suf- inp 'prohibited noxious weed seed.
~ adequate for this use), flclently worked, and aMendMents cannot be thoroughly Incorporated. O
.slopes steeper than 3~1, hoollaM Mp~n?~ ~d with the RhizobiuM bact Provisions for estabUshMent of vegetation on steep slopes can be made during of legume (Chapter 3, Vegetative Consl final grading, In construction of fill slopes, for exaMpte, the last 4-6 Inches might Sedinent Control Plannlnp and Design Mn be left uncoropacted, A loose, rough seedbed Is essential. Large clods and stones iM bacteria appropriate to the species (~t~ ~t PQ~~O Considerations -refer to N.C. Erosion and
~ excessively hot or dry weather, sign Manual>. Early Spring ~ Feb. 15 -Mar. 20 Feb. 15 -Apr, 20
a .adverse soils Cshnllow, rocky, or high fn clay or sand>, and provide irregularities that hold seeds and fertilizer. Cut slopes should be rough- Apply~ssd unlforMly with a cyclone s¢ede t seder, drop-type spreader, drill, cul-
~ areas receiving concentrated flow. 3 ened (Practice 6.03, Surface Roughening -refer to N.C. Erosion and Sediment tlpacker seeder, or hydroseeder on a Control Planning and Design Manual.) on a flrM, frtab~e seedbed. FGII~ Sept. 1 -Sept. 30 Sept. 1 - Oct 31
~ If the area to be Mulched Is subJect to concentrated wnterflow, ns In channels, When using a drill or cultlpacker seede Where steepness prohibits the use of fare machinery, seeding methods are deep, grasses and legumes no More tha limited to broadcast or hydroseeding, with hydroseeding giving the host de- braced In the Pleld for the desired see seeder, plant shall grains no r?ore than 1 Inch
~ anchor Mulch with nettln (Practice 6.14, Mutchln > N 9 9' .re than 1/2 Inch. EquipMent should be caU- ~ aR1~~1On~8
N S pendable results. Vegetation chosen for these slopes Must not require Mowing ~ed seeding rate. Apply UMe and fertilizer according to soil tests, or apply 3,000 - 5,0 acre ground agricultural liMestone <use the lower rate on sandy soil 5,000 lb/
Maintenance Reseed and mulch areas where seedUng eMergence Is poor, or where erosion or other intensive Maintenance. Using a hydraulic seeder, seed, fertilizer, wood When using broadcast-sealing methods, fiber Mulch, and a tacking agent can be applied in one operation. tions and determine the amount of see Good Mulching practices are critical to protect against erosion on steep slopes. the seed while moving back and forth a When using straw, anchor with netting or asphalt. On slopes steeper than 2d, tern, then apply the second half in th jute, excelsior, or synthetic matting Maybe required to protect the slope. the first pass (Figure 6.ilc). tr,ods, subdivide tr?e area into workable sec- pond 1,000 lb/acre 10-10-10 fertilizer, y soils)
'd occurs, as soon as possible. Do not mow. Protect front traffic as r?uch as pos- of seed needed for each section. Apply one-half
slble. Gr 'orth across the area, making a uniforM pot- F in the sable way, but novin~ at right angles to
Apply 4,000-5000 lb/acre shall grain straw or equivalent cover of )f
N O another suitable Mulch. Anchor straw by tacking with asphalt, roving, oving,
f w Ti~bM d.10c mbcl~ri ~ TemPa'M/ BMC~ amiss Res ~/acre) Specifications ~ouAe~rrrs Establishment of vegetation should not be attempted on sites that are unsuitable netting, or by criMping with a Mulch anchoring tool. A disk with blad ~r~ set nearly straight can be used as a Mulch anchoring tool. blades
due to inappropriate soil texture, poor drainage, concentrated overland flow, or steepness of slope until Measures have been taken to correct these problems.
j Rye (praln> 120 7 ~ s ~ s s Maifltaf18r1C0
If growth is less than fully adequate, refertilize in the second yea according to soil tests or topdress with 500 lb/acre 10-10-10 fertili Mow as needed when sericea is oMitted front the Mixture, Reseed, fer I year,
~ 8000~1Q dot i~ s Mountains-Aug. 15- Dec. iS To maintain a good stand of vegetation, the soil must meet certain roininur~ re- quireMents as a growth roediun. The existing soil should have these criteria SQedlnp Pattern ertilizer,
3 Coastal Plain and Pledriont-Aup. 1S- Dec. 30 1, fertilize,
8oi auriendmsnts • Enough fine-grained Csilt and day> Material to Maintain adequate Mois- ture and nutrient supply (available water capacity of at least .OS inches and Mulch daMaged areas ir~Mediately,
~ Follow soil tests or apply 2,000 tb/acre ground aprlcultural llnestone and ~ 1,000 lb/acre 10-10-10 fertlUzer, water to 1 inch of soil>. ~c
0~ • Sufficient pore space to permit root penetration. ~ 1/2 a
Apply 4,000 lb/acre straw, Anchor straw by tacking with asphalt, netting,
0 or a r~ulch anchorlnp tool. A disk with blades set nearly stralpht can be Sufficient depth of soil to provide an adequate root zone. The depth to ~2 rock or inperMeable layers such as hardpans should be 12 inches or more, ' uj m
i used as a nulch anchorlnp toot. F- except on slopes steeper than 2i1 where the addition of soil is not feasible. Q ° W W
Z 1A~Nf1~r10~ W Repair and refertlllzed dar~aped areas Ir~r~edlat~ly. Topdress with 30 A favorable pH range for plant growth, usually 6.0-6.5. - W
~ lb/acre of Ntro~en In March, If It Is necessary to extend temporary cover Flptrs 011c Sugges Freedom from large roots, branches, stones, large clods of earth, or trash broadcASting see Suggested pattern for U
Wa beyond June 13, overseed with SO lb/acre Kobe (Piedmont and Coastal Plafn> or Korean (Mountains) lespedeza In late February or eaMy March, of any kind. Clods and stones May be left on slopes steeper than 3d If (sources NCAES B they are to be hydroseeded, :ing seed and fertiUzer ~CAES Bulletin AG-69>. Q
U7 Q 0 U . .
0~ If any of the above criteria are not Met - i.e., if the existing soil is too coarse, ~ppinp ~n fan ~ Msho~ gym m
J rti dense, shallow or acidic to foster vegetation-special amendments are required. C~ ~ ~ ~Y ~~0 a ~ d?~~O The soil conditioners described below ray be beneficial or, preferably, topsoil wIN a roNr a oultlpaok~r 1o proMd~ good ~d Dom nay be applied in accordance with Practice 6.04, Topsoiling. »d ooMad. 1~m z
r-a LLJ Z
1~1Ch alt plantings ir~~edlately after see refer to N.C Erosion and Sediment ter seeding (Practice 6.14, Mulching - J o O 0
rn TimNor T 8Mdr~ 8psciss e Rats (b/t~d~s) ediMent Control Planning and Design Manual). (a) w Z 'nj LML
~M~ German Millet 40 In order to improve the structure or drainage characteristics of n soli, the fol- ~pp~p lowing materials May be added. These amendments should only be necessary Surface roughening Is particularly iMpo where soils have limitations that Make them poor for plant growth or for fine ened slope will provide some natural co turf establishment (see Chapter 3, Vegetative Considerations -refer to N.C. surface should not be compacted or s Erosion and Sediment Control Planning and Design Manual.) necessary for hydroseedtng operations provide cavities In which seeds can lod Peet- Appropriate types are sphagnum moss peat, hypnuM moss peat, reed- ly iMportant when hydroseeding, ns a rough-
In the Pkdnont and Mountains, asmall-steriried Sudangrass riay be substituted nt a rate of 50 lb/acre. ural coverage for UMe, fertlUzer, and seed. The z .J 0 W cv)
rn d or sMOOth. Fine seedbed preparation is not rations; large clods, stones, and irregularities O _ co > cj)
A Mountains-May 15- Aug 15 :an lodge. w - > o
PledMOnt-May 1- Aug. 15 Z Coastal Plain-Apr. 15- Aug. 15 sedge peat, or peat humus, all from fresh-water sources. Peat should be shredded Rate of wood fiber (cellulose) appUcatl and conditioned in storage piles for at least 6 months after excavation. ppUcation should be at least 2,000 lb/acre. W w z I-
O - = W
80M anNn~mNrts Follow recoMr~endatlons of soil tests or apply 2,0~ lb/acrQ ground agrlcul- Apply legume Inoculants at four times Bend -clean and free of toxic materials. oculant to •a hydroseeder slurry. tiMes the recoMMended rate when adding In- V oc = ~ W o ~
> tural llnestone and 750 lb/acre 10-10-10 fertlllz¢r. ' to 2 hours occurs, add 50% more seed to the `~~1 ~f the slurry remaining. This should compensate 1`~~ yours, a full rate of new seed Maybe necessary. ```~o~
i' 11~{~d1 VKmialit~ - horticultural grade and free of toxic substances. If a Machinery breakdown of 1/2 to 2 tank, based on the proportion of the
s Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, Ro1t~d mww~ - stable or cattle Manure not containing undue amounts of for damage to seed. Beyond 2 hours, a %o- CA6 ORIGINAL M L , Q• j ISSUE DATE. 5/29/07
3 or a mulch anchoring toot. A disk with blades set nearly ttralght can be ""..r .1.1. ~.~~I.~rl.ww }wwl straw or other bedding Materials. 1 imo is net nermnlly eeeUed vrlth n hvdr ~ n hvdrnuUc seeder becvuse it is abrasive. It ~ a. 6 s ;1z"i o PERMIT AFT
Mir{ ui u rowa.,ro wr wr ww-vrva vvva. T}~oug* raft9d gga%KW -free of stones and debris. Add 6 lb of nitrogen can be blown onto steep slopes In dry 14% - efft In dry form, Q 7l V, . . M Now
~ MM MI1- O~Iw~~00 to each cubic yard. SE ONO 2 SEAL A ISSUE DATE: 2_ CONSTRUCTION SET
o Refertitized If growth is not fully adequate. Reseed, refertllized and mulch Im- mediately following erosion or other damage. 8k~-Treated sewage and industrial sludges are available in various forMS) 000 ISSUE DATE:
these should be used only in accordance with local, State, and Federal regula- t ~~,`o~ DRAWING NUMBER:
tions.
N Cl
C=9
a

•
8'MAJiG W/TH W/RE REVISIONS PRE-BID SET POST BID SET
ISSUE DATE ISSUE DATE
6.6 z SEDIMENT FENCE (SILT FENCE) DATE DESCRIPTION
D2f IY11'tI0Y1 A teMporary sediment barrier consisting of filter fabric buried at the bottoM, mom m mw ETTERS comma=
stretched, and supported by posts. M/ODLEANO I/ERT/C4L W/RES
Purpose To retain sediMent iron shall disturbed areas by reducing the velocity of sheet ShG4LL BE f21/Z GAUGEMIN. >0'M/N. ~8~
flows to allow sediMent deposition. .j• . h / i
Conditions Where Below shall disturbed areas less than 1/4 acre per 100 ft of fence, TOPAND BOTTOM STJ4AND ; ` • ALL CONCRETE
Practice Applies ~?here runoff can be stored behind the sediMent fence without daronging the fence or the subMerged area behind the fence. SHALL BE 70 GAUGEM/N. ~ ! TRUCKS BL4CKLEITE • o 0 0 0 0 0 0 0 ~ S~~
• ` : o o ; . ~ ' ANCHOR BALES W/TH WASHOUT HERE ON WH/TE IF
Do not install sediment fences across streaMS, ditches, or waterwnys. BACKGROUND 'OUND
Planning A sedlMent fence fs a perMeable barrier that should be planned as a SysteM to 0 0 STAKES PER BALE
Considerations "etas" sediMent on the construction site. The fence retains sedlMent primarily by retarding flow and promoting deposition. In operation, generally the fence v~ ~ ' t , 70 M/L GAL VAN/ZED " POLYETHYLENE 7'-0" TD s CHANNEL POS ' BOTTOM OF S/GN ZED V
becoMes clogged with fine particles, which reduce flow rate. This causes a pond L POST
to develop More quickly behind the fence. The designer should anticipate pond- Ing and provide sufficient storage areas and overflow outlets to prevent flows W/RE F/LTER FABR/C Q . SHEET/NG
from overtopping the fence. Since sediment fences are not designed to withstand REFERENCE ~ ~ 's
high heads, locate them so that only shallow pools can forts, Tie the ends of a sedlMent fence into the landscape to prevent flow around the end of the fence SECT/ON 02020 6iALES TO BUTT V ~ RADE
before the pool reaches design level. Provide stablUzed outlets to protect the fence system and release storMflows that exceed the design storm. OF
1. W/RESHALL BEAM/N/MUMOl~32" LOWE'S D/V/S/ON2 • • W RACED
Deposition occurs as the storage pool forMS behind the fence. The designer can /N W/OTHAND SHALL hG4 VEA M/N/MUM ST.4NDAR0 S/TESPEC/F/CAT!'ONSAND OF6L/NEW/RES W?H f2'STAY F/LTERFABR/C PROJECT SPEC/AL PROI//S/ONS o 0 0 0 0 0 0 0,;^• SO/L S/GNSHALL BEPLA EMBEDMENT t /NA PROM/NENT L ~~R~~I' • ~ A T WASHOUTAREA =NT LOCH T/4N v
direct flows to specified deposition nreas through appropriate positioning of the fence or by providing an excavated area behind the fence. Plan deposition arens C~IPACTEO F/LL .AREA Z
at accessible points to proMOte routine cleanout and Maintenance. Show deposi- tion areas In the erosion and sedlMentation control plan. A sediment fQnce acts fli Z Q
as a diversion if placed slightly off the contour. This Maybe used by the deslgn- Z F/L TFRFABR/C SHALL BEAM/N/MUM W ~ m
er to control shallow, uniform flows front shall disturbed areas and to deliver sediment-laden water to deposition areas. OF36'/N W/DTHAND SHALL BE FASTE/VEDADEQUATEL Y TO THE W/RE. - - - - - r N
PLAN WASHOUT S/G/V o? z 0 c zaW m ~<c~ m
Sediment fences serve no function along ridges or near drainage divides where there is Uttle rooveMent of water. Confining or diverting runoff unnecessarily 3. STEEL POSTSHALL BE5=-0"/N -I I i-III 8• I I I. I I I~ i I-I 18"t 6"M/N/MBEDMENT 49. mi 10 < AIL 4 10 moo
with a sediment fence May create erosion and sedimentation probleMS that HE/CHTAND BEOF THESELF-FASTENER 1 B/ND/NG W/RE ~ryp~~~ .C m QD
would not otherwise occur. ANGLESTEEL TYPE. L~ STEEL POST-2'-0'DEPTH 4' cv S w d o
Design Criteria Ensure that the drainage area is no greater than 1/4 acre per 100 Ft of fence. 30"t STR4 W 6G4LE (77'P/CALJ 'Zw~ EX/ST/NG GRADE 'v r- c
Make the fence stable for the 10-yr peak storm runoff. J
EXTENS/AN OFFABR/CAND >0 M/L - POLYETHYLENE ,a
Where alt runoff is to be stored behind the fence, ensure that the ~axi~uM slope length behind a sediment fence does not exceed the specifications shown in IMRE/NTO TRENCH SHEET/NG
Table 6.62a.
Ensure that the depth of fMpounded water does not exceed 1.5 ft of nny point s~son~tt Hi~v 12"M/N -WOOD STAKE(TYP/CAL)
along the fence. SF PREFERRED SlL T FENCE DETAIL GROUNDWATER TABLE J J
IF noneroslve outlets are provided, slope length Maybe Increased beyond that 6"M/NDEPTH
shown In Table 6.62a, but runoff from the area should be deterMlned and by- pass capacity and erosion potential along the fence Must be checkQd, The AGGREGATE 7yp/CAL SECT/ON
velocity of the flow at the outlet or along the fence should be In keeping with ALL AROUND
Table 8.05d, Appendix 8.05 CN.C. Eros(on and Sedl~ent Control Planning and Design Manual) OOM~'
STON.~' CUTLET 2~ NOTES.' O N ~ M Ono O e- ~
Te~bl~ 6.62a e~ops ~e~+ UU POST 'OST 1. CONTA/NMENTlNUSTBESTRUCTUR4LLYSOUNO 4. WASHOUTAREA(SJSHALL BE/NSTALLED/NA /NA xZ46
M~udmum 9bps Length and NOTE: ANOLEAKFREEANOCONTA/NALL L/QU/OW~4STES. LOCAT/ONEAS/LYACCESS/BLL~BYCONCRETE :BETE 0 = mqe M O
Slops fa, wNch 8sdmsM < 2•r. ioo 2 to 5% 75 STRUCTURAL STONE SHALL BE
~ APP~~ 5 to 10% 50 (CLASS "B") STONE FOR EROSION SILTFENCE SIL.TF CONTROL PURPOSES. 2. CONTA/NMENTDEV/CES MUSTBE OFSUFF/C/ENT TRUCKS. SIL.TFENCE QUANT/TYORVOLUMETOCOMPLETELYCONTA/N 5. ONEORMOREAREASMAYBE/NSTi4LLEDON w THEL/QU/D WASTES GENER4 TED. CONSTRUCT/ON S/TEAND MAYBERELOCATE 3. WASHOUT MUST BE CLEANED OR NEW FAC/L/T/ES CONSTRUCT/ON PROGRESSES. Mc D ON THE
~ 10 to 20% 25 a >2or, is ACA TED AS
M M
~r Provide a riprap splash pad or other outlet protection device for any point where SEDIMENT CONTROL STONE SHALL 6.ATLEASTWEEKLYREMOI~EA000MULAT/ON CONSTRUCTE0.4N0 RF4DY TO USE ONCE S,gNDANDAGGREGATE.4N0 D/SPOSE OFPRO WASHOUT /S 75 % FULL. 70N OF t~
~ flow May overtop the sediment fence, such ns natural depressions or swales. En- sure that the MaxiMUM height of the fence at a protected, reinforced outlet does BE N0.5 OR N0.57 STONE. FPROPERL Y.
not exceed 1 ft and that support post spacing does not exceed 4 ft. o 41
0 (U The design life of a synthetic sediment fence should be 6 Months. Burlap is only 7
acceptable for periods up to 60 days.
0~ N TOP VIEW CONCRETE WASHOUTAREA
Construction tiuar~s SILTFENCE ~ ~ LOWE'S HOME CENTERS, INC.
~ Specifications 1. Use a.synthetic_fflter fabric or a pervious sheet of polypropylene, nylon, ~ . . _ --~i:c:_~ v.. i~_ ..._._..r__i...__._ i
1 pviye5 err , car FrvtyC ~r~y~rnr yur-ri~ wr~i~ri i~ ~cr ~~r~cta wy ~r~c i ~uriurv,~ cur cr ~r ~uN plier as conforMing to the requirements shown in Table 6.62b. ]ILIttNGt i i ]ILlhtlVl:t 1605 CURTIS BRIDGE RD.
t L . WILKESBORO, NC 28697
~ Synthetic filter fabric should contain ultraviolet ray Inhibitors and' stabilizers to provide a MInlr+un of 6 r?onths of expected usable construction Ufe at a 1'-6" MIN.
O temperature range of ? to 120o F. 336.658.4000 (V) 336.658.3257 (F)
d 2. Ensure that posts for sediment fences are 1.33 lb/linear ft 2 THIS DRAWING IS THE PROPERTY OF LOWE'S
~ steel with a nininuro length of 4 ft. Make sure FLOK, ~ 1 ~ HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE
p, that steel posts have protections to facilitate fastening the fabric. 4 r ~ 3'MAX. EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2004 ALL RIGHTS
d 3. For reinforcement of standard strength filter fabric, use wire fence with a RESERVED
~ MininuM 14 gauge and a roaxirouM Mesh spacing of 6 inches. L SEDIMENT ~ ~ STRUCTURAL
P4 CONTROL STONE ~ 1~-6" MIN. ~
STONE
N CROSS SECTION FRONT VIEW ,rte 0
~ Physical Property R~emenb p T~bls 6.62b
sca~z~> ~r~x ~ F~ov~
a ~ Filtering Efficiency 85% (Min) 80C~1'IOf1t FOf1C0 F~briC
~ Tensile Strength at Standard Strength- N~4TUR4L GROUND ~ ; •;r:.-.
~ 20%'. CMaxJ Elongation 30 lb/Un In CMIn) ARF/LL OR CUT "`~''J~~'~ SLOPES CpMpACTEO F/LL
N Extra Strength- MAX/MUMPOST SPAC/NG 4 FT. ~ f/4 "W/REMESH
~ 50 lb/Un In <Mln) s MESH BERM
Slurry Flow Rate 0.3 gal/sq f t/rain Cr~in>
N W 3
N NATUR4L GROUND FLO
12' ~4F/[[ OYP CUT
O L SLOPES f8'M/N. C3
W N
CONB7AU~.'71~N
N 1. Construct the sediment barrier of standard strength or extra strength synthetic falter fabrics. SED/MENT 1 ~ s" D/TCH
S CONTROL F/L TERED Z,
3 2. Ensure that the height of the sediMent fence does not exceed 18 Inches above ~ the ground surface. (Higher fences May Impound volumes of water sufflCltnt to STONE ~ ~ ~'Yf1 TER ~ ~,ow
cause failure of the structure) If) ~ ~r
3. Construct the filter fabric front a continuous roll cut to the length of the bnr-
~ rier to avoid joints. When joints are necessary, securely fasten the f~ter cloth ~ only at a support post with overlap to the next post. AVERAGEBOX NATURAL GROUND •'Y':= ~w'.``~'".: a
0 D/MENS/ON I~AR/ABLE ORF/LL ORCUT
0 4. Support standard strength filter fabric by wire Mesh fastened securely to the / upslope side of the posts using heavy duty wire staples at least ]inch long, or SLOPES ui co
tie wires. Extend the wire mesh support to the bottom of the trench. Z Q ° W W Z U
V 5. When a wire Mesh support fence Is used, space posts a ronxlroun of 8 ft apart. SECT/ON BERM/D/TCH J =
R Support posts should be driven securely Into the ground to a rolnirouM of 18 In- MOLT/-D/RECT/ONAL FLOW 0-0
W ches. d NOTES- J ~ Q
~ 6. Extra strength filter fnbrlc with 6-ft post spacing does not require wire mesh 0~ support fence. Staple or wire the filter fabric directly to posts. NOTE,• 1. PaS/T/I/E GR40EMUST BEPROI//DED TOASSUREDRA/NAGE. /FSLOPEEXCEEDS2 % SEED Q a 0
PLAN AND MULCH D/VERB/ON, TJ4YNOT TO EXCEED 5916 (H/GHRUNOFF I/ELOC/T/ES RESUL TJ. MAX/MUMOR4/NAGE.4REA /S 5.U0ACRES W/THOUT SUPPORT/NG CALCULAT/ONS FOR PERMANENT oc m
~J., 7. Excavate a trench approximately 4 Inches wide and 8 Inchez deep along the ~ proposed line of posts and upslope front the barrier (Figure 6.62x). 7W CHANNEL. D/1/ERS/ONSAT THE TOPS AFSLOPES MUSTEMPTY/NTQANAPPROVED SLOPE Z- z
f. SED/MENT CONTROL STONE SHALL BE 3/4"WASHED STONE. MUL T/-D/RECT/OVAL FLOW DRA/N (SEEDETA/LSJ. THEBERM/D/TAH /S THEMOST COMMONL Y USED D/VERS/ON. Z w 0 J a
V 8. Backfill the trench with compacted soil or gravel placed over the filter fabric, 2. W/REMESH SHALL BE HARDWARE CLOTH23 GAUGEM/N. 2. MACH/NE COMPACT/ON 0lFALL F/LL /S REQU/RED. o
~ 9. Do not attach filter fabric to existing trees. AND SHALL HAl/E 1/4 /NCHMESHOPEN/NGS. 3. D/I/ERS/ONS BUFF/C/ENT TO D/RECTALL SED/MENT-LADEN STORMWATFR /NTO SED/MENT I Z V W
3. TOP OF W/RE MESH SHALL BEA M/N/MUM OFONE FOOT CONTROL DEV/CEMUST BE/NSTALLED PR/4R TO CLEAR/NGAND GRUBB/NG OFAREA (OR /N J LL
~ Maintenance i BELOW THE SHOULDER ORANYD/l/ERS/ON PO/M. REFERENCE CONJUNCT/ON W/TH TH/S OPER4 T/UN /FSED/MENT C~NTR4LSAND D/1/ERS/pNS.4RE /NSTALLED Z J w _ a J N o
~ Inspect sediMent fences at least once a week and after each rainfall. Make any 3 4. STEEL POST SHALL BE5F7: /NHE/GHT, BE/NSTALLED f.5 SECT/ON 02010 AT EACH CR/T/CAL PO/NT.4S /ND/GATED). 2 4. D/VERB/ONS SHOULD BELOC~4 TED TOM/N/M/ZEDAMAGES BYCONSTRUCT/ON OPER4 T/QNS. o J W m
q required repairs inMediately, FT. DEEPM/N/MUM,ANDBEOFTHESELF-FASTENER ANGLE OFLOWE'SD/V/S/ON2 w - > w w z
U Should the fabric of a sediMent fence collapse, tear, decompose or beCOne In- Z effective, replace it proMptly, Replace burlap every 60 days. STEEL TYPE. STANDARDS/TESPEC/F/CAT/ONS 5. WOOD POST SHALL BE6 FT. /NHE/GHT, REINSTALLED TO PROJECT SPEC/AL PROV/S/ON 1.5 FT. DEEP M/N/MUM, AND BE 3 /NCHES /ND/AMETER. DNS AND 5. D/VERB/ONS SHOULD BESEEDEDAND MU/LCHED /F THEYARE TO REMA/N /N PLACE Ot~ER >4 DAYS. o - F-
>'IONS 6. CHECKONERS/ONSAFTER EACH R4/N, OR ONCEPER WEEK WH/CHEI/ER /S THE SHORTER = W
~ ReMOVe sediMent deposits as necessary to provide adequate storage voluble for •j the next rain and to reduce pressure on the fence. Take care to avdd undernln- DUR4 T/ON. REPA/RAS NEEDED TO MANTA/N FUNCT/ON. W 0 o
~ ing the fence during cleanout. J
i-~ S Remove all fencing Materials and unstable sediment deposits and bring the aren 6. POST SPAC/NG SHALL BE A MAX/MUM OF4 F7: ORIGINAL
3 to grnde and stabilize it after the contributing drainage area has been properly DETA/L TEMPORARYD/I/ERS/ON BERM/D/TCH ISSUE DATE: 5/29/07
stabilized. N CA/i PERMIT SET ~a ~
N (NOT TO SCALE) ~~``,~.a-/,'~,e ISSUE DATE:
3 O
J l ® CONSTRUCTION SET SEAL ISSUE DATE:
INL E T PROTECT/ON 400 e too : DRAWING NUMBER:
M doo .00 0.
CU 0 (NO r TO SCALE)
k.0
c 10
•

•
RIP-RAP REVISIONS PRE-BID SET POST BID SET
6.15 ISSUE DATE 0 ISSUE DATE
PDp~3i~onra~ p,~p~ec~ftbaoeo~~df~ iforgmrivan~o~daf~illmod~6ar+2d~psaa~e~kabili~r~r#ioapil ~a DATE DESCRIPTION
slopes that are subject to seepage or have poor soil structure. ~'~~a i.'1 iq~LaPe 11' :1 r i iIDE~LOPe Zl.IIIH!T Rl1AilD r!R DWQ
Conditions Where Riprap is used for the following applications ~ 1~1-BFI iT~ORA06 - - - - - - - - - E~~. ~y ~ ' LL47Ci ~ ~ ~ w ~ ii4ii"~ii4'~ii ~ ~ -
Practice Applies cut and fill slopes subject to seepage or weathering, particularly where P/PED/A.-~ FORE BAY EL t0?d POND OOTTOM ~ t0.0' ii iDiN.OPQ
conditions prohibit establishMent of vegetation. eeRM 11:1 11:1 ilDeiLOPR
• channel side slopes and bottoMS, j~~~~~~y~~ R/P-RAP ALOwO LITrOML N~IF ~AROOi1Ti ALFA)
inlets and outlets for culverts, bridges, slope drains, grade stabilization structures, and storM drains, itilPACe AR~fA IURMCe ARlA PDRE eAY r011E BAIT
• streambank and streaM grades, NowwAL Pool PoNO oePTH iTCMOe item PRO~V~ vat~te ttea vas PROVIDeD cLeAwotrr ~eLBVATIOw ~FT~ ~YA110N l~l 1~1 iLBVATIOw
shorelines subject to wave action. 88,0 i.0 iLO~ 1t~ON 1t~1'10 11,t1T 11ri0? q3i
Design Criteria C~~daiion- Riprap should be a well-graded Mixture with 50% by weight larger
than the specified design size. The diaMeter of the largest stone size in such a TYP/CAL CONC. WET BOND "A" CROS5-SECTION NOT TO 9CALL
Mixture should be 1.5 tlMes the d50 size with sMaller sizes grading down to 1 inch. FLARED END
SECT/ON ~ / OALVA163D eAR ORATiN01" x 1A" eeARNrO eAa. fAilO~l YN1M kLIPS, ATTACH TO A 1 U~" x 11M" x 1N"
The designer should determine the riprop size that will be stoble for design con- OAWANI~D ANfNF P]tA~M. NOItT~01lPRA~e; In TOPCP OLRLlT iTRLICfLNt!
ditions, Having determine the design stone size, the designer should select the size or sizes that equal or exceed that MinimuM size based on riprap gradations /SOMETR/C V/EW
coMMerclally available In the area.
Thickness - Construction techniques, diMensions of the area to be protected,
size, gradation of the riprap, the frequency and duration of flow, difficulty
and cost of Maintenance, and consequence of failure should be considered when deterMining the thickness or rlprap linings. The MinlMUr~ thickness should be A A v z.
1.5 tiMes the MaxiMUM stone diaMeter, but in no case less than 6 inches. do =Pipe Dia. ? Q O
La =Apron Length i:1 iLrOPt: m
~ueJNy d ata?s -Stone for rlprap May consist of filed stone or quarry stone. The stone should be hard, angular, of such quaUty that It will not break down W=A,pit~n Width ~ ~o ~ ~ ; . v 0 O
on exposure to water or weathering, and suitable in all other respects for the purpose P/pe ~0' t La 1" ORI~Ce 0 Cy O GO Z:~ Q w C.)
intended. The specific gravity of the individual stones should be at least 2.5 d =.4p~rvn Depth 1" iTORAO~ eLlVA1'gw • p.OQ ~ . M~l~~ co Q ~Q Nco Vtv) ti
Slzs d stone - The sizes of stones used for riprap protection are deterMined by IJ" MORMAL Pool u."N,o arv. lLN• t#.0 .C to N O
purpose and specific site conditions. • r W a o
81ops st~bi'aati~on -Riprap stone for slope stabilization not subject to flowing water or wave action should be sized for stability for the proposed vom
grade. The gradient of the slope to be stabiUzed should be less than the won: Pall YAIwTiwAwcR<i w~+oACri oRWCAi~iOF 4hc1'xY DITiI~iD RAii eN1110tNCY~ iTORMWA1iR iT01tRD eiLOW ~o j
natural angle of repose of the stone selected. ~ PLAN PBIWAI~NT POOL iHAU. eE PNMPIQ
Rlprap used for surface st.nblUzatlon of slopes does not add significant POND "A" OUTLET STRUCTURE DETAIL
resistance to sliding or slope failure and should not be considered a retaining wall. The Inherent stabiUty of the soil nust be satisfactory before SL~09~ FLpW NOT TO SCALP
riprap is used for surface stabilization. Slopes approaching 1.Sd roay require
special stability analysis, 10A' 1aQi' iL NA J J
Outlet proaCllon - Design criteria for sizing stone and deterMining the et. ntr
dlMenslons of rlprap pads at channel or conduit outlets are presented In Practice 6.42, Outlet Stabilization Structure found in the NC-DEHNR 'Erosion ar err t~ ~ ~,o?
and SediMent Control Planning and Design Manual.' ~TeR ~ r TIMCK Cua 1~ IIl~lAP ~ o
Chanrwl sfab~ation and strwmbaNc prcbctlon - Design criteria for d SECT/ONA A ~/te~[~/anket PILTgt NIBRIC Cuii ~ RIP~IAP r Twac o ~ N M ti
sizing stone for stability of channels are contnlned in Appendix 8,05 of the POND "A' FOREBAY R~R~1P POND "A"EMERGENCY SPILLWAY woT To scAtc NOT TO SCALE
NC-DEHNR 'Erosion and SediMent Control Planning and Design Manual.' ~Z
RlerbW~k~t- A filter blanket is a layer of Materiak placed between the rlprap won; ua w II~R OUR~NO iRO~NOw 00N1110L PINK w ~ M~
and the underlying soil to prevent soil MoveMent into or trough the rfprap, A suitable filter roay consist of a well graded gravel or sand-gravel layer or a o(D CIO)
synthetic fitter fabric manufactured for this express purpose. The design of a NOTES.- a M x
a gravel filter blanket Ys based on the ratio of particle size in the overlying filter ~ Material to that of the base MaterlaL <see NCDEHNR Manual for details,) The m
~ designed gravel filter blanket May consist of several layers of Increasingly large SEEAPPROPR/A TESCHEDULE FOR D/HENS/ONS
M particles from sand to erosion control stone. 1. La is the length ofthe riprap apron.• ouNet- f8; in/et - 22' aH iioe:LOPe
~ A gravel filter blanket or synthetic filter fabric May be used. Refer to NCDEHNR Z. d = 1.5times the maximum stone diameterbutnot/ess than 6"= 14" 11' 3;1 1' iID~ILQPI - 1~NCM1 irORA06 - - - - - - - - - - ~Z
r~ Erosion Control Manual for design criteria. 0 3. A 1~/lerb/anket orlf/te~fab~c shou/d be insta/led between the ~,r~rap and soJ/foundation. 4~
o No filter fabric should have less than 4% open area or an EOS less than U.S. N Standard Sieve No. 100 C0.15 MM). The perMeablUty of the fabric Must be !'01lE BAY EL 11?0' P01~ IOTNOM eL M.a i.1 iD~iLOPe ~ 10:~ iIO11LOPe ~o:~ ~oeiLOPe
~ greater than that of the soil. The fabric May be Made of woven or nonwoven ao TOP oRA~ ieeo ALONO LITTORAL iFiLf
cU Monofilament yarns and should Meet the following MiniMUr~ requlreMents~ R/P RAPAPRON -OUTLET CHANNEL l~m~l
~ thickness 20-60 roils, iivnr m er~ei c~ :URRACB ARBA uewlae MfA roRe BAY Toro eAY YA¦Y11 MN MW?111NL1 ~N ~7~A~~A! s1w111~1w W1~ww~w uwr ~ ~ ~w ~w~ ~ W ~w~~w~w w~ ~~u~~ ~
~ grab strength 90-120 lb, ~ i v i i v vv~~r~~ r..,...~.. usvMloN aivAlroN (M (a) WVA11oN LVwG * rlVMG %GCN I GKS, INN.
. conform to ASTM D-1682 or ASTM D-177. BOA i,0 /0.17 10,1N 10~iA {~Mi 7,OM fifi 1605 CURTIS BRIDGE RD.
Fllter blankets should always be provided where seepage Is signlflcant or where WILKESBORO, NC 28697
flow velocity and duration of flow or turbulence May cause the underlying soil f00 'M/N. WET POND "B' CROSSSKTiON NOT TO 9CALf
~ particles to Move through the riprap. 336.658.4000 (V) 336.658.3257 (F)
~ Construction 8ubaad~php~ralion-Prepare the subgrade for riprap and filter to the OALVANmD Wl dRA11M01• z 1N' ~MIIMIO MII{. FAt7Oi W11X JCUPi, ATTAOl1 TO A 11f1' x 1 UC a Ut" THIS DRAWING IS THE PROPERTY OF LOWE'S
~ Specifications required lines and grades shown on the plans. CoMpact any fill required in the Z Z ~ ~ EX/STING OAWAtlmDANOLS/MIN. MOItTOQ11MIS1070/0~ OY7LR iTIMIC7lN1! HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE
4 subgrade to a density approximating thnt of the surrounding undisturbed material d or overfill depressions with riprap, ReMOVe brush, trees, stuMps, and other er PA I/EMENT DWRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, INC. COPYRIGHT 2003 ALL RIGHTS
L objectionable material. Cut the subgrade sufficiently deep that the finished grade RESERVED
of the riprap will be at the elevation of the surrounding area. Channels should ~ be excavnted sufficiently to allow placeMent of the rlprap Ina Manner such that
the fln(shed ins(de dimensions and grade of the riprap Meet the design specifications.
EXIST/NG FlL TER RNlR~ ,
GROUND CL 0TH O
8e1~d and QravN fbr blonkst -Place the filter blanket iMMediately after the ground foundation Is prepared. For gravel, spread filter stone In a unlforr~ layer
to the specified depth. Where More than one layer oP filter material Is used,
~ spread the layers with MiniMal nixing, r
3 8ynihetici~xfabric- place the cloth filter directly on the prepared foundation. ~ Overlay the edges by at least 12 Inches, and space anchor pins every 3 ft S/DE EL E VA TION ,•sraanoaaav~now.w.,~ N~orst-~ore~c
~ along the overlay. Bury the upstream end of the cloth a Mfn1MUM of 12 inches >00'M/N. OR 4X C/RCIJMFERENCE OFL4RGEST T/RE. woluw~ d•~o.~ ~wv.a..~nv
s below ground and where necessary, bury the lower end of the cloth or overlap WH/CHEI/ER /S GREATL~R
~ with the next section as required. Take care not to daMage the cloth when placing riprap. If daMage occurs, reMOVe the riprap and repair the sheet by adding Mon: roR wuNr~wu~ ~~wiera oR wcwa or
another layer of filter Material with MiniMUM overlay of 12 inches around the daMaged PRO I//DE APPROPR/A TE TRANSIT/O ~x~~ Wus ¦r¦~r, sTau~w~nsaro~~now rair~~wr roof. ~ ~s w~
area. If extensive damage Is suspected, reMOVe and replace the entire sheet. BETWEEN STAB/L/ZED p j E
~ Where large stones are used or machine placeMent Is difficult, a 4-Inch layer of N fine gravel or snnd bay be needed to protect the filter cloth. CONSTRUCTION ENTRANCE AND POND B"OUTLET STRUCTURE DET/UL NOT TO !GALE
O PUBL/C R/GHT-OF-WAY
i Ston~pkwment- PlaceMent of riprap should follow i~roedfately after placement ON C3
W of the filter. Place rlprap so that It forMS a dense, well-graded Mass of stone v with a MiniMUM of voids. The desired distribution of stones throughout the Mass 1M' 10.0
May be obtained by selective loading at the quarry and controlled dumping ~L K.01 d ~OAO'
~ during final placeMent, Place riprap to Its full thickness in one operation, Do not place riprap by duMping through chutes or other Methods that cause t A' ~ ~ q.T !L KdO
s segregation of stone sizes. Take care not to dislodge the underlying base or filter EX/ST/NG GROUND EX/STING
3 when placing the stones. h PA I/EMENT /IL7N RNIIIC ~L1lR IMMIC P 7111CK CI.A~t'~' IV#M 1NCK q.AM Y IIMM~
The toe of the riprap slope should be keyed to a stable foundation at its base. The N POND'B" EM6tGENCY SPILLWAY POND B" FOREBAY RIP-RAP woT to acuE ~qt io zCN.E
~ toe should be excavated to a depth about 1.5 tlMes the design thickness i of the riprap and should extend horizontally front the slope.
~ The finished slo e should be free of p pockets of shall stone or clusters of large o stones. Hand placing may be necessary to achieve the proper distribution of OO worms uw r ~a~e ouewo e~o«ow oow~~ nr?a a ~ aav. N d
n stone sizes to produce a relatively sMOOth, uniforM surface. The finished grade
° of the riprap should blend with the surrounding area. No overfall or protrusion ~ of riprap should be apparent. STONE CLEAN pL A N I~~EW m uj D
Z W o~ • uj Q W
~ Maintenance In general, once a rlprap Installation has been properly designed and Installed It Z w
~ requires very little Maintenance. Riprap should be inspected periodically for ~ scour or dislodged stones. Control of weed and brush growth May be needed in PVC VENTP/PE V) 0 U
l in. U7 CONSTRUCTION SPECIFICA T/~lVS
0~ PVC END CHIP Q o U 0
J 1. STONE -USE COARSE AGGREGA TE (2 - 3 /NCH STONE) PVCELBOW co
1 2. LENGTH - AS EFFECT/ ~E, BUT NOT LESS THAN 100 FEET. SCHEDULE40 z
U 3. TH/CKNESS -NOT LESS THAN E/GHT (8~ INCHES. ARMASSEMBLY ~ PVCP/PE Z w QQ OC
4. W/D TH -NOT LESS THAN FULL W/D TH OF ALL PO/NTS OF /NGRESS OR EGRESS. O 0 C)
"~n TOP OF SPILLWAY 5. WASH/NG - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REM01/E SED/MENT PR/OR TO 'CENCLQ.SURE 0 Uj
j ELEVATION 97 (POND A) SITONE 81ZE,d~.¦6" ENTRANCE ONTO PUBLIC R/GHT-OF- WA Y. WHEN WASH/NG /S REQU/RED, /T SHALL BE DONE ON J LJL .
~ ELEVEATION 95 (POND B) AN AREA STABILIZED W/TH CRUSHED STONE WH/CH ORA/NS /NTO AN APPR01/ED SED/MENT TRAP z~ w M _a JN
3 A O D D o O O D D D OR SED/MENT BAS/N. ALL SED/MENT SHALL BE PREVENTED FROM ENTER/NG ANY STORM ORA/N, o wJ CID
U Dl TCH, OR WA TERCDURSE THROUGH USE OF SAND BAGS, GRA I/EL, BOARDS OR OTHER APPRO I/ED w - > 6 W _ Z
Z 1 METHODS. I- W F-
~J D D O D D 6. MA/NTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A COND/TION WHICH WILL PVC P/PE 1/2' O - w~-- = W
-III-III-III-III-III-III-III' 3 PREI/EN T TRACKING OR FL OW/NG OF SED/MENT ONTO PURL/C R/GHT- OF- WA Y. TH/S MAY REQU/RE FLEX/BLEHOSE HOLES Q o w J
PROVIDE A LAYER OF FILTER III-III-III-III=III=III-III=I PER/OD/C TOP DRESS/NG W/TH ADD/TIONAL STONE AS COND/T/ONS DEMAND AND REPA/R AND/OR
s -III-III-III III III-T-III=, BOTTOM OF 8PILLWAY 3 FABRIC BENEATH THE RIPRAP ELEVATION 96 (PONDA) CLEANOUT OF ANY MEASURES USED TO TRAP SED/MENT. ALL SED/ME/V T SP/LLED, DROPPED, SCHEDULE40 ORIGINAL
N 10' ELEVATION 94 (POND B) WASHED OR TRACKED ONTO PURL/C R/GHTS-OF- WA Y MUST BE REMO I/ED /MMED/A TEL Y. PVCP/PE ISSUE DATE: 5/29/07
7 1 Y ~Q' AAF Td / r'Rd TF AAd Y RF / / ~'Fn r:Rd T~ CNd / / R~' 75' d Wd Y ~RnAA Ad I/~'AA~A/ T d ~//7 ~a ~ ca cw ier+i ~ru ~+vi~ i~ i~~ .v~~± PERMIT SET
3 • • dw- is 4d6- i 1F i41-- • ? 1 t vi I i I i •rii 1 • ?4- vvv?• v/ % / 1 /V v to IL1- ?1- Lv / I IIi 1 I I / \ VIII I rl I!./I//-/ • / rl/ r6,/ E; rO s'~s? ISSUE DATE:
O J APPROPR/A TE SEDIMENT CONTROL TRAPPING DE VICE SHALL BE USED A T GRA TE OUTLET PO/N T. (at U N T.S.)nir«.cvin uniiviiwcrt I ~OPQ~{ CONSTRUCTION SET
L :0' 0 d& =ISSUE DATE:
M EMERGENCY SPILLWAY SECTION S TAI B/L /ZED COINS TRU C T1 ON NOTE.' SEAL
CD NOT TO SCALE SEE DE TAIL S OF SKIMMER A T arm 2 4 DRAWING NUMBER: -00
EN TII?A N CE (NOT TO SCALE) 00 10 WWW. FAIRCLOTHSKIMMERCOM
a •
1

•
REVISIONS PRE-BID SET PAST BID SET
ISSUE DATE ISSUE DATE
DATE DESCRIPTION
BREAK OFF GROOVE OR BELL EN 29.NIN REVISED PER DMMQ OOW~S
w a 0
~xsar~ o a
LAMGP.T. ~!~?~1 ~ ~j"
,a. g
3tv Ex~vcw awaae At rwtoao R C ~o
36" CONCRET TOP OF OAM CONSTRUCTION ELEV. 97 t0' CONCRETE RISER 8• B PIPE BARREL
PL4N I
WAY V SP ll ElE 96 ROUNDED ENTRANCE
1' FREEBOARD ELEV. ELEV. 93.0 ~ I, A I DOWNSTREAM FIEADWALL AS
O 111 III
SHOWN, PROVIDE ROUNDED V .
.IIII CLAY ~~~~~~'I CORE 6 INCH OI 3:1 SS FOR DEWA :1 SS ELEV. 88 INCH DIAMETER SKIMMER ATTACHED ~ - PLAN ENTRANCE FOR UPSTREAM HEADWALL. U
~R DEWAlERING 2 #4 40). Z W o
NORMAL P 24" DIA. RCP ANTISEEP COLLAR LEV. 88 ~ ~ ~aEOS71b19E3(fM/S2uDRBDJ ORMAL POOL ELEVATION ~ B Z a: N
~ w~w~tErro~s ~!-#4 FRONT T I~ N z.~.: >N~
swa~aau~(~sawoac~J FACE ONL Y 44 NJ to
sanr LQM~P.7 *4 AT 12" BW EF ALL WALL8 ~ - ~ I II- m IL C m~co N
60" X 60" ELEV. h : ELEV. 90.0 ~ AOtsT!/1~1 co co ~a o
~ ~ 87 ELEV. c~no~ H
CORE TRENCH 48" LONG ROCK RIP-RAP OUTLET 2' DEEP, 1:1 SS G c e" co J
D50=6" 98, 4' BOTTOM NADTH 2-N0. 6 STEEL CONCRETE ANTIFLO 48" X 48" TYPICAL SECTION THRU SEDIMENT BASIN/SWM (N,T,S~) STEEL REBARS §
ANTIFLOTATION BLOCK 9~
X 48"X 24" =1111 g••
/M A ELEVATI'AN g~.pN - I III . I III
~ I I I s„ J
~v~c~e n~ ~z~+a~rwo,r?csr,~cc s~a? wr~n? ~4 AT 12" BW wV -..I ~Vw
NOTES aR,anb~ s~~asEa~?c~cwnaac cur f~RLOG1lAK S..
CH ORIFICE WILL 8E FILLED TO A 5 INCH FUTUREHOMES/GN
1, SKIMMER WILL BE REMOVED AFTER SITE IS COMPLETELY DEVELOPED 6 INCH OR 2. BASIN TO BE CLEANED OUT AT 92.0 ELEI/A T/ON SECT/ON
3. BASIN SHALL BE CLEANED OUT AFTER CONSTRUCTION N M co
r V ~ ~ x z
0 a
ALL SLOPES SLOPE 1 1 /2: 1 SLOPE 2: 1 SLOPE 3: 1 M
a ~s• m
u-~ (3o cm) D H R C A B A B A B
M Q)
M 2~-5~ (1S cm) ~cm) 12=24" 3'-3" 3 5/8" 2'-7" 6'-11" 3'-9" 8'~" 5' 11'-3" 7'-6" E
0
0 N 6° 27" 3'-6" 4" 2'-11" 7' 9" 4'-2" 9'~" 5•-6" 12~~" 8•-3" 7
l O {15 cm) 2 30" 3'-9" 41/2" 3'~" 8'-6" 4'-6" 10'-2" 6'-0" 13',8" 9'-0"
0~ N a
36" 4'~" 51/2" 3'-11" 10'-1" 5'-3" 12'-0" 7'-0" 16'-1" 10'-0" 1 AWF'4 MnUF CFtJTFRS Mr-
~ 36" CONCR ~ " CONCRETE RISER ~~`r::%:::: • • - • ~ • •
42" 4'-9" 6 3/8" 4'-7" 11'8" 6'-0" 13'-10" 8'-0" 18'-6" 12'-0" 1605 CURTIS BRIDGE RD.
N 48" 5'-3" 61/2" 5'-1" 12'-11" 6'-9" 15'-6" 9'-0" 20'$" 13',5" WILKESBORO, NC 28657
0 TOP OF DAM CONSTRUCTION ELEV. 95~
a SPILLWAY ELEV. 94 3' 54" 63/4" 6 3/4" 5'-8" 14'-4" 7'-6" 17'-3" 10'-0" 23'-0" 15'-0" 1336.658.4000 (V) 336.658.3257 (F)
1' FREEBOARD EL ~ O ELEV. 3.5 9 7. m Se 60" 6'-3" T' 6'-2" 15'-9" 8'-3" 18'-11" 11'-0" 25'-3" 16,-6" THIS DRAWING IS THE PROPERTY OF LOWE'S
d = HOME CENTERS, INC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWFS HOME
s - IIII CLAY CENTERS. INC. COPYRIGHT 20M ALL RIGHTS RESERVED
i CORE 3:1 SS ~ 5 INCH 5 5 INCH DIAMETER SKIMMER ATTACHED
3.1 SS 1111. FOR DE ~ ELEV. 9 FOR DEWATER NG
~ 111 NORMA i~ ELEV. 90 NORMAL POOL ELEVATION
RE/NFORCED CONCRETE HEADWALL
Nor roscac~ O
ANTISEEP COLLAR ~ 24" DIA. RCP ~ ~ ~ 60" X 60" ELE ~ ~ ~ ~ 88 ELEV. ELEV. 90.0
EROS/ONAL CONTROL BLA/VKET DETA/L
~ CORE TRENCH
~ ROCK RIP-RAP OUTLE 2' DEEP, 1: t SS 48" LONG +i 050=6" 4' 80TTOM NADTH 2-N0. 6 STEE ~ CONCRETE ANTIF FOR SLOPE /NSTALLA T/ON 6 STEEL REBARS
TE ANTIFLOTATION BLOCK
S 48" X -d TYPICAL SECTION THRU SEDIMENT BASIN/SWM 48" X 48"X 24" f. EBdt ae~erNVBT~ccavr~er.~nr~7~, ~wrxuawo~wvN~SS~r~c~nawo,~La~ rarnrr~.wvs~a Mn~w~vtc~st-as~nann~nrs~vv,ua~ Qecc-os~o~uraEawsr.+tc~wmvP,~a~asx~aowx
Z ~NAT71~7CIAAFThOESLOPEBYAMChq~01l~E6Y.~AI~TN1/Ae'(15am)W1GIE110ENgWW/lllAPPRIQ.~ANA7ELYIP'(Srbnl
srr~s~axu~w ~c r ~r~„~,~~uerrv n,~eor~aw aF n~ na~rx~c a~iu. ~uuv a?~,ocr n~ rnc~a~ .1Ft8P8Ti1PtAV~ APiACVSA9D7i~GA~11C7BD8Q[M~FQto/06141NNV~O>?'/~AanJPaR71QNO1F7l~EBCAA4~CEleACKOVD4doeBD D
AM7 CQIN31CTF0SOIK. 9ELILY~E~AAN~f OY&P L~AI~i1C7L~0 SqC W17HARON~QRBTAPlE3~3TiV~S59Pi1CEDAA9RQX/ALI7gY fP' r
~ (N,T,S,) r.~l0lamJAPARTALiR10.4S 7151E'WIOIHOIF1hE61LAA0YE7: ~ RCx17t,EdiLAANlE79(Ala~OwlvAR(J9tliV1Y.~RIO~BS 1f,E8icpN9EE ~MN~1swx[ LawPQL[ wl7tl n'~IEAPAQiA~17E' D/VERB/ON SWi4LE 4'M/N LET
~ ~E.~ 0 S/QEAGWNST7T~8AY3LI~AGE ALL~IM/~7lgANAlTBEYFA91S1~71~6pC8(~AQEBYALIClAKJ8Ti1PYES~TiV~14 ANAPJpRQ~12UJELQG71gIK?A869MOWN/N7tL~8TAftiEPATJ90MQWGl~ WI~1//A~I1k?Qp1JIdWLDIDTBYlg1~18TAf~ES.4TiY~8 4 r D/VERB/ON O/VERB/ON D/KE /BLAND OVER /NLET
W 1. SKIMMER WILD BE REMOVED AFTER SITE IS COMPLETELY DEVELOPED 5 INCH 0 2. BASIN TO BE CLEANED OUT AT 93.0 NCH ORIFlCE WILL BE FILLED TO A 3 INCH ~~~~~01`'~~~DOi°~~~~'~~'~~~ n~~saF~tttz~ounr~rs,uusraEer~wcEVw~rtr,~a~un~crr-d-~ar~~o~uPa~a~vcarv BERM ; ,-.~.~;1;~ ~.:~.as::~~~~
e~a~rr?~aE ~eRS~a.vr,Ar.+c~r~~aFrr~ov~~aan~oaunr~rraEUVo ~rsr~tcEn aw ~aolEV~v w~n~ n~Qacame~~s~we~rrcx~cw ~v~wau~rsvsr~tcenaun~r.
3. BASIN SHALL BE CLEANED OUT AFTER CONSTRUCTION d G10NI~d0EQU11VP~AM~7i43~IGKaEDDOWNTNE~QPlEMU9T9EPli1QEDBVD0127?EAD(8!#MQCEBTMEJ Ny7HANAA94Q1~M/1E s'~.~cmJovearlw 8r~n~ouayovc~u~ev~rFZrfrfsexml~w~r~c~assau~rwinnc CORRUGATED 7'OP SLOPE .~~.~'x„ ~ ••~,~~~k~: ?r~
o, P/PE TOESLOVE ~h',
S 4..K•~
3 MD7F•AVLARSSESAR La0N~V7FOAl~S, THENBEAFSTAPLEARSTiMM~LEl1K~7NBGl~EATER ST,~/L~EOU~ _I III I i I~
x u~ THwe~(fBanJA41T6tEAlEQE~&IRY1oi)41G1o190CVAN[Y~AR 774EBLAAY~71£
m i Pew ,III I~N~~ I I I I I I
m I~ a
0 pc.4sric (i
n 0 CORRUC4TE0 II, m W a
Z moo. ice, ~ 'ter' a ._y Vii. ~~..1..~a~-~. ~r ~i+a. iii ~~i9..~vG1. P/PE I~, Q W ui Y
W U ~ p. z~ - w
W ice. _r ~ ~ G~~ G~ v
a ~,i Cy Gig .may ice. ~ (I TOP OFHAND 4ND co
u~ m STAB/L/ZE ~ ~ F/~~SL4N0) ED J Q ND Q v 0
~ EX/ST/NG P/PE OL/TCET V
sue. Vii' - I I TOP Of 4~m~ 0.5'n~i = z
~/4"WASHED STONE U e 0 i, ~.7. O~"~. ~ ~ ~ III ~ ~ D/VERB/ON ~ -III- F Z W w g
~ STONE TO 'v~ ~ O• i~i~ NATURAL • , ~ 1.5'M/N ~ 3•> .J o
TOTALL YENCLOSE Z i r '4.~ ~ i. 0 Q _ V Lu _
.a P/PE ENTRANCE FLOW ~ l ~ F ~..a ~ 4 4 M/N D/VERS/AN - - - ~ : a ' ' - - ~j LL > LLT
~ °o ~ A e r.~. v, ssa. ~G. oAp cam. s~ O ~ LEVFL SECT/ C~N~ Z _ 0 N - W J o
3 ~ ~ ~ ~ ~ ~ ~ ~ 0 > C/)
A ~iiy ~ Q~i' V 8 ~ ~ ~ a ~ ~ ~ ~ ~ PROF/LE ,~r4"WASHED STONE ~ PROV/DE SED/MENT SUMP LLI > W LU z
U Z ATALL UPSTREAM/NLETS 0 ~u\
SECT/DN a ej. USEDOZER TRACKS TO CREATE a o-v o.,~ xP o 1- ? ~ to ~ = W OC =
J GROQVES PERPEND/~UL4R TO THE ~ ~ Q o W J
W SLOPE. GRQOVES W/LL CATCH SEED,
S FERT/L/ZER, MULCH, RA/NF.4LL AND TEMPORARY SL OPE DRA/N ~ ~o ~r ORIGINAL
3 DECREASERUNOFF. (NOT TO SCALE) ~ ~ ~9~2~ SEAL ISSUE DATE: 12/05/06 woo
N 2~g ~ _ _ PERMIT SET
2 v~v~i~~ ~~Q inii ~T ~Qn r~~ Tinni ~'o .~.~cIZ°u°~.~'z, ~Ae ISSUE DATE:
O / A6imwf / l/ VA. 9S • Am A~ I I I a V I V CONSTRUCTION SET
J (NOT TO SCALE) 46-,: 0 MAD ISSUE DATE:
t TR A CKING DE TAIL l DRAWING NUMBER:
M N
0 (NOT TO SCALE)
C=12