20071061 Ver 1_Site Plan_20070625

REVISIONS
READ SET POST BID SET ISSUE DATE U ISSUE DATE
• VICINITY MAP -NOT TO SCALE DATE DESCRIPTION
140% SUBMITTAL
GngO?X? SUBMITTAL
~~6~ ~ ~~9 PROJECTLOCAT/ON
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OWE S HOME CENTM r lam:
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m WILKESBORO, NC 2,"97
M.658.4000 EV 336.658.3257 (F)
GOVERNING AGENCIES ES
.Tm w4AWM Is TWImCW LOVW% NOW IRMS, IM, AW IAS CO REPPADDUCTM
W ft"A OR PART IS PRMSITEO AA'TMOIiC THE EXPRESSED VM TtEN CONGENr OF L OM S HOME C.EMERS, NO. COPWRIGHT 2W3 ALL RIWS
N PLAN APPROVAL TE CITY OF WHITEVILLE EM a 317 MADISON STREET ~ 303 TELEPHONE AEGEMED
EMBARQ
303 SMYRNA ROAD OWNER /DEVELOPER
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0 WHITEVILLE, NC 28472 WH a 910-642-8046 910 WHITEVILLE, NC 28472
VT, LLC
910-642-9108 JEMSITE DEVELOPMENT,
2 ATTN: ELAINE JOHNSTON A U ATTN: CURTIS PRITCHEIT P•O. BOX 1000
JEFFERSON, NC 28640
W
ELECTRIC 336.864.7191
SOON
WATER AND SEWER EL a WHITEVILLE PUBLIC WORKS PR 314 S MADISONSTREET 352 PROGRESS ENERGY ATI'N: JOHN WITHERSPO 3524 CHADBOURN HIGHWAY
CIVIL DRAWING LIST
a WH WHITEVILLE, NC 28472 910 WHITEVILLE, NC 28472 CIVIL ENGINEER PAGE TITLE
C-1 COVER SHEET
910-914-2000 C-2 EXISTING CONDITION
910-642-3422 A s LAND
ATTN: STEVE HERRING p~ANNING C-3 SITE PLAN
ATTN: MIKE SASSER 'N~ C-4 UTILITY LAYOUT
3 ~ ASSOCIATES, ING DEPT OF TRANSPORTAION C,5 GRADING PLAN
a.
s DE NATURAL GAS NC PIEDMONT NATURAL GAS DIS a WILMINGTON, NC ~~9 910-251-2818 WH FAX: [phone] W ATTN: CARL PAQUET pq a C-6 EROSION CONTROL PLAN PHASE 1 & DEMOLITION P ICIATES OF NC, INC. C-7 EROSION CONTROL PLAN PHASE2 N PLAN m
NCDOT LAND PLANNING ASSOCI DISTRICT ENGINEER 110 WEST 1ST AVE. SUITE t~
ITE A C-S EROSION CONTROL PLAN PHASES
C-9 EROSION CONTROL SHEET cn
1194 PRISON CAMP ROAD EASLEY, SC 29640 C-10 EROSION CONTROL SHEET Q U
WHITEVILLE, NC 28472 864.242.6072 C-11 EROSION CONTROL SHEET ui in
C-12 EROSION CONTROL SHEET w
910-642-3760 FAX: [phone]
S, P.E. C-13 SITE DETAIL SHEET w Aft
FAX: [phone] ATTN: PATRICK RIVERS, ATTN: DREW COX, P.E. C-74 SITE AND UTILITY DETAIL SHEET w v~
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1 - - REVISIONS
PRE-BID SET f~ POST BID SET
VICINITY MAP -NOT TO SCALE O ISSUE DATE U ISSUE DATE
DATE DESCRIPTION
06-01-07 40% LOWE'ls
06-12-07 90% LOWE''S
~~a~, ~ 7428
PROJECTLOCAT/pN
v °~Q ~ ~ ~ a ~ ~aa~i i p'NEIL WAUCER fj~ ~~N°°~~ ~ lit j~~ s~ ~ CNd ~ Z79, Pg. 6aS'
. ~a~~ ~ ~ Plat 8k. 1b, P9. ?8 i ~5~~ J'
W PATS V~E-• ~ T? i,~~~ t ' " 1 " ~ r ~ trot 2
N y vww~ / / ~V ~ 'iO ~ s ~AW1GA EDDY, Jr. } ~ ` ~ s
1190
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,rye ON ~ ! ~ I ~ ,.J--"'' ~~1~j JAI~tESNE. POPE ~e
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Owd Bk. 887, P9. Si77 { Pbt Book 24~ Popp 0 ~'~A° ~ ' ~.,M,~. ' i-.~,~- ~dncn ~ \ ? + SI iii, ~ r ~ ~ ~ 1 \ ~ 1 t
LEGEND: SURVEYED PROPERTY UI~ t ~ ~ ~ TRACT 5 w~: - - ~ 0 Cq ol
PLOTTED PROPERTY LINES / FROM D~Ctk1ENTARY EVIDENCE I F' CENTERLINE OF READ 1 1 \ \
• • IV N
ADJOINER PROPERTY LINE j ~
OML LLD MARKED PROPERTY SINE ~ , d° \ \ ~ ~ 1 1 1 ~ lu ~ 1 ~ I ~ ~ \ i~
CMS CONCRETE MARKER SET j R/W RIGHT OF WAY .c lip M
IRS IRON REBAR SET ~ ~ ~ ~
OIR OLD IRON REBAR DIP OLD IRON PIPE I . ~ ~ -y~ y~ EaR °'„i~sROeazT ~E~ a ~~'rg' ~ai~'T7. > .r
IPS IRON PIPE SET ~ ~ ~ ~ ~4 ~l+~t ~ ~ ~ pMd BIG 698 ~ ~p ~ ~ f ~ ~;I ~ ~f
LINE MARKER ~ ti ~ CENTER LINE ~0'~~1~~'~ v ~ Q~
PROPERTY LINE QQ ~c~ r Cona.; .7 : + ht.
N/F NSW OR FORMERLY PJG~{ ~Ca UTILITY POLE
OH OVER HEAD ` 1~ l _ ~6` ~"~°~:?,°r. co~rro,? or ~ . i. ~ ~ ` fie ; f, ~ 1 i
F,O,C, FIBER OPTIC CABLE ~ l j d~~ 1 ~ ' ' -~•--------------~---------9s•- r~ ~ ~ ' LOWE`S HOME CENTERS, INC.
E.O~A~ EDGE QF ASPHALT TREE SABLE
RCP REINFORCED CONCRETE PIPE ~ UNDA 01 LINDA DANtELS ~.JSS t i ~ ` _ ~ \ l . ~ ~ ~ ~ I ! ! R 1 ~ . N~ 'i i ~~j' is / 1605 CUR71S BRIDGE RD.
~ ON OLD NAIL ~ ~ O1i a`o r 1 ~ i i •.r i ..sv MARK & KENT gOVE7T I \ 1 WILKE350ROt NC 28597
d pA OLD AXLE EXTRA-TERRITORIAL JURISDICTIIIN ~ q'~' ~ ~ ~ ~ ` OMd 8k. 67~. P .180
o f 0 CITY DF WHITEVILLE ~ ' ~ ( SIiE BIh..,Pll NAq. IN ASPNAlT"~ItlHE 1 i \ 4 ~ ~ sPC g~ woa-s~.ses FNt (crie cooraubas) ~ ~ ~''4~ ~ ~ ' / < < 336.658.4000 (V) 336.658.3257 ((FF))
~ ~ ~ 1 ~ ~ sPC es c . ~~.u2 F..t (c~a coaa~iay ~ ) ~ ~ ` / I t sc fl5i~l ~ ~ \ ~ ~ 1 flE1fA1~N (N~VD 64) =94.60 Ful r( ` ~ ~ ~ 1 ~ ~ ~ THS WAUM Is Tra PROPERLY OF WW%
~ , ~`~t, N r HOW CENMRS, LNG. MY USE OR REPROOUcTiON IN V*i= OR PART IS PROHSITED VIATHOUT THE EXPRESSED WRITTEN CONSENT OF LOM "S HOW
• o CENTERS, WC. COPYROW 2005 ALL. P "(TS RESERVED
o Q ~ N ~ ~gr~~
~a~~~t ~ ' ~ ~ ; i / ~ ~ ~ (T01'~l OF ~RA6~S 1-11 IN I ~ , ~ STANLEY INVESTA~IENTS~ LLC ~ / W, pNd Bk. 873 Pq. 033 ~
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~ TREE DATA TABLE • ~ ~ ~ i r A/C mt~ I ~°o°"` id"~` ~ / \ ; ` SrtE teM: (H~NAM. w PotMER j j ' ; ~ + / a°~ ~ ~ STANLEY IN NVESfirIENTS, LLC
~ LABE TYPE OF TREE s HEIGHT dAA~ETER LAB TYPE OF TREE s HEIGHT DIAMETER j e~v~no~ ~w?w~sa) • 96.00 FNI ~ i Ewa ~ IATQU ~ 34 18 06.8 x ~ 1 ~ ~ ' ' /~4 1 ~r Ye r~ ~ ~ ~ oeed s~. Leo, P9. s~4
i'' A PECAN 60' ' G! SPRUCE ' • 2 ~~~4 p units r~ t i~ I~~ ~ ~ . w~aow ~ , il~ / ~uo a~) t~tuo~ = ova u o~~ A . ~
a e PECAN so' s~~ ~ ~ C OAK 6 ' PECAN ~ ~~~c~ OAK 4' Jl PECgN 8 ' 3' 1 J~ ~ '"i PECAN ' PECAN ~ • 1 ~e ~ ~c'~+
u PINE ~ 1.5' ~ P CAN ~ 1 ~ 4 a~~t° ~ G PINE 7 M1 ECAN q ~;~1 , - ~w kq ~ . STANLEY INVES'tl~tENTS, uc • ~ u j '~CJ DNd Bk. 802. Pq. 211
H PINE N! SYCAMORE I ` ` ~ ; w Thor widr9rand NMt ~ 1 ~ ~ ~ _ ~ ~5 ~S; ~,~-,.~s...sr °`4°'°' ~
p~'q 0/1K 1 Al SYCAMORE ~ L ~ S[ ~ J WALNUT P1 PECAN ' c ti ~
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i~ PINE ' ' MYRTLE ' ' ~ I 9 0 PINE ~ ~ ~ ` ' ~ ~ ~ TRACT ~8 ;
a PINE ' I ~ ' r~r, gar. ~ 'l , . ~ J I I ~ ` i ~~I'w ~
0 MYRiI.E ~ y ~ ~ r'ya'; ~ ! ~q~'~~ S. P. STMI~EY
~ P PLUwI ~ • ~ ~ ~f ~ ~ OAK ~ ~ ~ { ~ ~ T~ 1 '~~bNd Bk, 187. Pq. 083
~ PINE ' ~ ~ / r ~ - ~J`~ p O~td Bk. 218, P9. 11a T~ ,~9 ~ c~~
c3 S PINE ' I ~ ~ -
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~ GUM 30' 1' i ~ ! ~ 1~'
~ T GUM 40' 5' ~ 1 A ~1~ j L PLUM 15• 1, M ~ ~ ~ ~ ~d~
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~ Z SYCAMORE 30~ r~~ ? i. N/P ~ _
~ 81 SYCAMORE 30• N/~ ~ ~ ~ I I ~1NpA DANIE d PECAN ~ RIgCY BENTON r Oedd ~ 617. ~ A DAN ELS RU ; ~ I \~~ti`~ v ~ ~ M ~ ~ y~~~ l 4 ~ ~ \ ` , i i i /~~t ~ ~ a~ NOTB: as
~ GMd ek 867 P9. 077 M I~~ 8k. 617. Pp. 9 ~ ~ ~ ~ M~ ~ ~ f~ ~ ~nw ~'~'•~D~in! . ~ 0 0 W
W D1 oA~ Plat Book 21. P~ 'f~ i ~ ~ ~ ; =a= = , ~r SUBJECT PRIJPERTY IS LClCATED OUTSIDE ZONE X ON FIRM w 6 w
V CHERRY ' ' t ~ ~ ~ ~ , I P°Y~t °f ~t " ~~Sr EIS 1 ` ~pG~ 11~ ~'S ~ .~s± ~,~R ' ~ ~ COMMUNITY-PANEL # 372002$000 J. EFFECTIVE DATE -JUNE 02, Z 02, 2006. < V
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` ~~~3 ~ " PRL7FESSI~NAL LAND SURVEYC7RS w 0
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3 cn • A ~ ~P' 104 C~URTH~USE SQUARE
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***CAUTION*** TEL/FAX; 910.642.2872 W co
' ilili boat ~ d
.tlop~ . ~v N.c. oNE c~ unur~r ~ocnrat s~wce {ORIGINAL
w"~ ~ ~ 't t roa . ~ `gs'' ids" • ~ ` V~ ~ 3 GAYS BEFORE OIOOING CALL. 'i'OI.L FRfE 1-E00-B32-4049 ISSUE DATE: 05/15/07
~ _ ~°~YidoW?'°°'wU C ' ?dim' _ ~ ?a~„ ~ ,,~,Y GRAPHIC SCALE PERMIT SET ISSUE DATE:
~19~',( Cl p' c o CONSTRUCTION SET
J M M ISSUE DATE:
~i ~r? N N/~ _ / . v .t~ dye. O.t . ~ : ~ Apl ~ NG~IAAW NO pp~10 OR~MIpi r?r%AIAALB^ Li[ I&Anrro.
WELLS PROF IS TroOP DOES. LL~G Z ~ ~;v ~~1' s ~.tt IM VURWWK *AUX ip WAPU FU NMI WIL - UTWU aim ODMPFM ALL Im Uum N Tj A M*W N fPt= OR AOAWCC . T„ E VAMV R nPIM OM u~vv~nw wumc~~r~.
Deed Bk. 7 N Tro CL Nd Bk. 701, Pg. 136 Sap* ~w i NOT rMANIIANT THAT TIE k"XRCF * 11 000 AU Ni AE EXACT LOCAT44 MCA= ALTA, HE OM WIFY 1MA1
rib TMCY AM LOCATED AS AQM&'TLY Al FOIWC PWM WO"Ift • AYAI,AIML 1!# NIRY[= MM NOT hiYMC"Y IOGA'R'Ipl W 60 IIIgtI0A0~1 YIIJI~.
~ •

• REVISIONS
S/TE DA TA PRE-BID SET POST BID SET O ISSUE DATE ISSUE DATE
DATE DESCRIPTION
A
LEGEND W12-07 90% LOWE"S 14.21
Lowe's Tiact . ~ p Tote/
PROPOSED DESCRIPTION i~ 14.21
18 NUMdCR OIL SPACC3
CART CORRAL "ris . ~ . "TISON TRAIL" N/F <S~J" O'NEIL WALKER Main Bui/ding.'
Reed Bk. 279, pg. 685
SIGN 1 ~ N/~ Plat sk. f 5, Pg. ~a Sa/eS F/OOr ~UU'~XJ~ Lot 2 XX=SoF.
HANDICAP SYMBOL 1 ~ PATRICIA VANCE WRIGHT, NALUAM TERQY VANCE, Jr. )0= S. F.
and SUSAN VANCE GRANTHAM f f ~ ~ Receiving/Storage a0+0i0~ ~ ~ Utility Rooms ~ N~~ X S. /F
NEAW DUTY • CONCR~T~ PAVEMENT I r~oCt s XX" So F
1 Deed Bk. 730, Pg. 452 • ~ I
STRIPING ~~~z JA~AES E. POPE I~6StlbUI6S.' Deed Bk. 338, Pg. , Main Entrance XXXX S. F.
1 I ~5$.~ / Plat Bk. 15, Pg. 78 XXX S.F.
HL'AVY DUTY ASPHALT ~a ,~ot , ~ Mafi Exit X ~ Lumber ~ d DOSHIE POPE MAINBU/LD/NG TOTAL ~J~,'XXa _ ~ Deed Bk, 340, Pq. 399 X"S,F
~ ~ i XX)o" Si F
~ DIRECTION ARROW JAMES A. BAILEY, Jr. ~ B. K. SEELLERS LAND SU9QlVIS10N o r Z t„j
Deed Bk. 64U - Pg. 860 ~Zps LF OF 4' FENCE PUT BOOK g -PAGE B5 ~ ~ Garden Center: HURSTON SELLERS I r~ (f,- ~ ~ ~ Shade S~vctuit9s XX.~ ~ NiF ~ ~ N~ n~sra~ sus COVV~ed Aga XX~ I JERRY STEWART N ~ ~ Z Q
PAINTlD STOP LINO xxxx S. F: c~ o
~ ~6~rr EacruRe EXIST ctwN INK ~eNCe - o~~a ~t ;ISTI NG WITH ~~~5 CESS N/~~ RSTON S ~ ~ I to ~ i~X~~X S. F ' ~ t° n. cv Z.0 m o a~
ItBE UE .Zr'`~"~ ~ Open Aga ~ Garden Center Tote/ ~IUrX Parkln~ Rec~u/remer~t~ D Z. O 0 > co S. F. -tA m too 'd4(1)N~, m
BARBE JOS'S OLD FASHION RESTAIJ ~ , swM ~`yl 40 - M >`y °Q )oolXXssF 0 T
8rlR-9-QU8, INC. rAU ~?NT , ~,.o~ A~~S, ~ mQD
Deed 9k. 637. Pg. 829 ro uj
Pidt Ak. 63, Pq. f2 (Lot t) - - - - - Lowe's l~an~ln~q Requ/~a!•
~ HANDICAP SIGN Plot Bk. zee P~. sa (got i) Standard .~i )O(X
cuRS ~ aurrER , s ,~15'R .i CK LOADING 8PACES FOR USED APPLIANCES AND Hand/capped xx
PALLET TRAILERS ~i ~ • .
~ ~ ~ . ~ ~?uES ao~ ,v' ( w~F JAYES E. ~ ~ Tota/Parking Requited XXX
~ mod' ! w/F' JIWES E.POPE Dwa ek 76~,P4 958 I N/f RAfi~O s $6 (1F0~0 s~ U
~ ~A ~0°d ~ I J POPE E~ '~Laca/ Panting Requl~ed Pq. 101
. ...4 , , . 'b ' I. ti , q'. N/f ~~R b ' ti• ~5'l RICKY 6ENTON ' :~1 h , , ti . b ' ~ ~ • . .~IEA~If DUTY ~ ~i . • a'~ tib PR PaaE ~,~,R • b . COtNC~TE w a• ~ H DWU .1. _ ~ y. ~ sss PaaED CQNCRETE Standam~ AXX
Handicapped DWALL xx
r TotalParA~ing Requfi~d
Deed Bk. 667, Pg. 977 ~ 3ss•42..._- --itt~-ItrlLEF'7'•~I~u R16HT-OUT ACCESS ~O=g(1~~ )o(X Tor) QC4044
Plot Book 24. PC9e 5 'I.:.,.:.:.: GERNERATOR a. _ TRANSFORMER TRASH COMPACTOR BOLLAf~DS ~ .y
~owcs Pan~ring Pr~vRded.' ' ' MONUMENT SIGN--"'~~ r ' ~ ~ StBndsro~ xZ 354 o
.r--' ~1 18 a o
~.y ~ t. ti ~ Tota/ Parking Prov 100 372 s 4100
16 m•f *
~ _ I ~ ~ 15' SETS 1 ' ' SETBACK ~ - - i^^; • ~ R~ ~X~CI~~ ~ O
I I v
N~'45'Z8"W 841.19' N~ o ROBERT T. MEMORY ~ q~ ~\e0 ~ N/P ROBERT T. MEMORY ~ Bk. 696, Pq. 76t co)
. ~ I I ~ ~ 4~0 R % ,a
dead 8k. 696. Pq. 764 f r ~ Q~~'~~ SE . ) o -HESS/0 ~9 Oar
$OK DEEP I~ ~ - A` Q 9
~u . •1 • ,-q.. = 256 SEAL ° a e 2564
'I 1 r•; 4 „ i ' ,-r,~' J', doh w 0
I ~ I ~ N49.48'18"W . •~I ~ 49.OS' LOWE'S HOME CENTERS
Me 1605 CURTIS BRIDGE RD.
Y .'t' ~ l 4~TE NeTES~ ~ WI LKES BO RO, NC 29697
1 LIIVUA UANItL~ KUD~ Nip ~ ¦ ¦ . ~ .
£ Deed Bk. 817. Pq. 931 ~ I i a ~ ~ MARK & KENT LOVETT ' Dsed Bk. 677, Pq. 180 I 1. All work shall 6s dono in strict ~ccordsnce with ;9 With 1336.658.4000 336.658.3257 (F)I
I O ~ o j Dlvlslon Z of Lowe's Standen! Site Specifications. ktions. ~ 0
PAINTED YELLOW ~ b ' • v 2. All dlmenslon~, unles~t otherwl~e noted aro to of curb, ~s~ce of building, or centerline of parkin8 _ _ ~ Rsis~ to the architect plans for sxsct building are to face roc Mw?a u D+e MMaty of uWs 11'ki118 bay. IN W40LE OR PAar~iit~ahow rrn~
ExPREseEDwwrrEN caHeENr of icWs HOME ~ CENTERS. INC. COPYRIGHT 2W3 ALL RIQW3
CII PAINTED SOLID ~E~O~ "LOADING ZONE't$ ~ YELLOW LINE ~ 100 O.C. 24 HIGH III i I dfinenslons. RESERVED
0 ~ ~ I1J ~ i I . . 4' 4.C. ~ 46' CROSSWALK Mph ~ . I . v N~ S. Ueless noted oth~rwlss, pavement sNa~l bs be
111 ~ ~ i aR n I w . ~ ~ PAIN7'eD SOLID STANLEY INVESTMENTS, LlC stsndsird duty ~sphsiw
1ef YELLOW LINE ~ ~ ! N ew a I • W Deed 6k. 873, P~. 933 4. All handicap spuds sro to roceivo s handicsp and a hsndicap symbol painted on the nsphsl~ Sts dicsp sign
'd ~ - - ~ adJ~c~?nt to the olght (8') loot stripod pisl~s ~n to slits stall(s) ~w ~ i
' receive a "Van Accessible' sign in addition to the to the
~ abavs.
o, I ~ o0 ov ~o STANLEY INVESTMENTS, u.c s. Cart corrals sre to be furnished and Installed b Dead Bk, 780, P9. 514 ~w•~~ filed by ~
I 6. Thy ~ontraclor shsll ~afor to tlw archito?ctural Aural plam ?.stf,bulo,
~ I N ~ ,o~ ~ ~ ~ ¦ u io~ ~ for exact locations wnd dimonsions of qw V~tib N/F Garden Center sloped paving porches, ramps. ps.
I ~ ~ ~ f TRACTOR ' ~ STANLEY INVEStMENTS. LLC ~1'YCkweil, prscise bulldin~ dimer~slons~ snd e~ct eXact
deed ekl8oz, Pe~2» utlll~y ~ntraece poMts.
I ~ C G S! T. Stop signs shsll mN! the c.~'Itorl~ o~ tlt~ North forth
m Cs~rolins~ D~p~rtm~nt of 7"ransport~tta~ end Msnu UnH~orm Tnilric Control Dwlws. Manuel on
. s. ~u~ rad~~ sha~~ a. a' w~t.ss otn.rw~s~? noted. id.
~ ~ ~ i I i I I I I I 1 m 8. Ali concrote sldowalks shall ncNv~ constrvctA I joints at 25' on center unlsss othsrwis~ noted. structlon
I n tad.
10. For alto utititi~s~ s~ Site? Uttiity Plan.
d~ ( 9' S. P. STANLEY 11. Contractor stall coordinate and con~piy with Dced 8k. 187. ay. des Utility Companl~s Involved In the proj~:t and ppp/ witlt all
N Deed Bk. 21 B, Pp. t 19 kd pip/ all mccordanCe Q ~
ED 25' WIDE PAVED ~ d PR~POS ~ 0p O 1'~gY~1'~d h~i ~Itd CO~~. 12. Site lighting to mNt city of Whit~vflle
DRIVEWAY WITH 6d' EASEMENT ` y
f7 f f8 1 f A ~g ~s TIE PROP0 MUTTER cu / 1S. Cly ornNCDOT driveway p~nU! nqui~ed. ROPOSED CURB 8 t'Y
FOR JOE'S BBt~ BY DEVELOPER ~ ~ ~ . d ITER TO EXISTING ~ 14. An unused driveway must b0 closed in aceord CURB $ 61JTTER ~ with the City o! WhltevUle drivswa~y o~dinancs.
v ~ SY~R Ices
o ~0 . --r 15. Contractor must notify ONL- CaU Csnt~r, Inc. . ' ' ON!-CALLS (1.800-652-4948) at least 48 hours pri !N~ start o~ oxcavatlon or trenchlna to have aH r, Inc. (NC Z r as prior to 0
I~ N/F I p an Q w
~ N/P I LINDA DANIELS RUSS v Z RICKY BENTON 0•.d 8k. 817, Pq. 831 I~ und~OroWnd atllltl~s located. w
Deed Bk. 667, Pg. 977 I I t! 643 LF OF 4' RENCE 7d. All rogWnd Imp~ov~m~nts ~IuUI aontorm 1o th ~,r,~~ of Whlt~vlll~ Msnwl of standard D~s18ns and Dr (MSDD). n to the City ~ U
v Prot aook za, Poge s ~ gBS LF OF 4' OF 4' FENCE WITH (2) 8' ACCES8 CK _ nd Details L)
~ ~ ~ WITH (2) 8' a ~ ~ ~ ~ SWM BATE o' ~ (O.SB ACRES) (2) 8' ACCESS ?~M GATES 1~ ~A~ wa ' ° BATES {0.21 ACREr ' ~ 50'R d0'R ~ 17. Contactor shill notNy Public Wa~ks~ Stmt nmt L)
Maint~n~ Division 48 hours prlo~ to making &W Z
~ PYLON SIGN N6~•~9'?~~ connections to ~xlsUng storm drains located wit public storm drainago oasgmonts or Mght~a?f~v+ray. sdvvithln
~ --50'R v~n..e ones w *Way* 'A only z 0
18. Lane closures on thoroughfare roads are only
v i' permitted between the hours of &00 AM and 400 Monday through Friday, untoss otherwise pennitt u6NT-OUT the City Engineer. to addition, there will bs no la closures on hollday~ lnciudln8 the day before or said holiday. A traffic control plan propared In kd 400 PM, J ~ o ennittea by > LLJ
~ 50~~ ~ ~ p ~u no lane LL Z > . J M
• ~P~~ ~~gTiNG' ,t I . RIGHT-IW/Rt6NT- ER 0 ACCESS N we or after 0 LU am~
~ 101.gS~ T G~j i tER'[~ f In form Tra#fic _ t~ >
O 3 ~ ..i' ~ accordance with the NCDOT Manual of UNform 'i Control Devices is required for all lane closures must be approved by the City Engineer.
v tyres and Eu r Uj z
~it~ vd"~~ 1116NAL 9~1d ~ ~ Nam • ul C) ym M Uj
rhite t c) 0
ORIGINAL
1 ISSUE DATE: 05/15/07
3 'T' PERMIT SET
GRAPHIC SCALE ISSUE DATE:
~0 JO ~D /J0 240 CONSTRUCTION SET
. 3 ? I ~ I ISSUE DATE:
J \ 9~ DRAWING NUMBER:
IN
WELLS PROPERTIES, LLC 60
(t1 Deed Bk. 701, Pg. 136 ~ C> Tract One A /
C3
•

1
sin ur~irr Noyes REVISIONS PRE-BID SU POST DID SET
~ocw~noN o~ s~~ un~~r~~s sNw« s~ vw~sn ~Y o~s~ ooN~?Cro~t ~tre issuE DATE issue DATE
PRGPER YTILITY COMPANY PROVIDING 6Bl111C6 2. GENERAL CONTRACTOR i11ALL PROVIDE 2' x Y x P ?111pC CONCRET! APRA~ AT ALL DATE DESCRIPTION
CL~ANOtJTS~ VALVSi SAND MlTtR! 011TSIDt O! WILWNfi. 06-0 -07 4090 LOWE"S
3. GENlRAL CONTRACTOR WILL ~ ItES~ONSINi ROR ALA TA' AND TIE ON 1~!!i Requ~Reo~ ~a we~L AS COaT Or YNDlR~ill~OYND iERVICE C01~1N~CTIONa TO 7f~ ~it ~ '
suaoiNO. ~ 06-12-07 90% LOV11E"S
4. R~CCTRICAL SERVICE TO PAp ~IOYNTl.~ TRAt~i!"ORrER aHALL OE RNN 1 "TISON TRAfL" H/F 0
UNDERGROUND. TROY 110AD RI~iHT-0MNAY TO TRANarORYER LOCATION. AaSOC1ATED COST BY QENERAL CONTRACTOR. ~ ~ O'NEIL WALKER / Decd Bk. 279, Pg. 685
5. (;~NERA~ CpNTRACipR sNALL ~~1RNISN • 4' TtL~PMON! CQNDUIT(S) Ai tlIOIIIIN • ~ N F ~ plot Bk. 15. Pg. 78 ~ / Lot 2
ON ALAN, VlRIfY LOCATION O! TI! IN AT TELENIONE COYrANY'S SERVIC! LING l ~ PATRI WIW AN PATRIgA VANCE IGHT,
PROYID~ NYLON PULL CORDS INSIDE CONDUIT. B. TNRYST OI..OCKS SMAL4 dE PROVI~D AT ALL BlNDf~ TES AND FIRE MYDIIANTS. and SUS o~d ind SUSAN ~f RAN~IAM f
7. DIY@NaIONa at10MfN ARE TO CENTERLINE O!' PIPL' OR ~RTINO. Deed Bk. Pg. ~ . Tr 1 2
S. ALL WATER AND fANITARY LEADS TO tU1LDIN6 SNALL D~1D S' OtlTSIDE THE D~IILDING LIMITi AS SiiOWN ON PLAN AND SNAL.L BE P1~OVIDlD llWTtl A TEMPORARY y~
PLUQ AT END. ti~ ~ I JA~AES E. POPE
9. ALL EIRE NYpRAN7"s SNALL OE PROVIDED MATH AN APPR~OYEp MATE YALVE A • ~ Dead Bk. 338. Pg. 1 y ~ ~ r ,i~`. ~ Plot 8k. 15, Pg. 78
MAXIYVM OE 3'-0' TROY HYpRANT. 10. ALL TRENCHING PI?E LAYING AND ~ACKFILLING SHALL IiE IN ACCOItpANCE WITH ~ I Lot 1 a
F~wU, Data ~uunoNS.
11. GENlRAL C~NTRACTOIt s11ALL FIAV! APPROVAL O~ ALL OOVlIWIN~i AOlNCIE3 ~ l t
FIAVINQ JURISDICTION 01RR THis 8YETEY'RIOR TO INiTALLATION. 12 ALL WORK SNAIL ~ DONE IN iTRICT ACCORDANCE W1TM pIVIS10N Z O~ LONIE'S - Original TrncE - JAY'S A. BdILEY, Jr. 1 ~ / Q~ D05HIE POPE y~s~-" I - 8. K. 5E11EA5 U?ND SllB01V1S10~i - Q ,r'- Deed ek. 3~?0, Pg. 88 '
iTANDARQ SITE SPlGI~ICATIONS. Dsed 9k. 840 - Py. 880 ~ / FIAT BOOK 9 -PAGE B5 ~ ~ ~
13. RE~eR TO !'11tE I~ItOTlCTION iHE~ !OR LOCATION ANp NAIL O! 1'lllS LIN! LEAP IN. z ~ 1001.
14. l~IRR LINt iHALL ~ sTUSS~ U! 1' A~011¦ RAE IN sPItlNICLiR 1lOOY.
15. RElSR TO PLUMe1N0 s11eETi FOR LOCATION O~ a!W!R 00~1liTIG~ /1Np ~ ~ ~ JERRY STEWART I N F w iMJRS10N SELLER.~'~
IRIUtiATION CONN~CTIONi. 46. A T lNRENCH FOR 0~~9tAT10N OP TNt IdD~ADWAY SOX VALVfi sNOULD u ~~E ~ ' Ci x > o
~RpWDSD TO. LOIN!'i tY TMS INiTALLINO CONTRACTORANO PLAClD IN TM/ WILDING ?0~'S OLD FASBION PRppp~lD FIRE i ~ BdR-B--qUB, INC, HYDRANT WITH 6'Sc~' ~
SPRINKLlR ROOM.: 77. TM! 10" UNDlROI~YND !IR! ~I~TeCT10N MIATER MAIN INTO TMe SPRINKL~t RQOY SHOULD 1E SECYRlp WITH lOYR (4) 3/4' DIAI/ETER ROD3~ WMQI lItOVIDED. l~ AN P~ ALTlRNATIVE~ NfPA A*PROV=D YECNANICAL ~ASTENINt3 DlVIC! li 1lSED IN LIlIJ OE ~ P~ TIE RO~~ DQCUYENTATION ON THIa Lf~Vls! Is TO BE PROVIDEp. Doed Bx. 637. Py. 8,23 ~E I k ~,~1 ~ ` ~6
Plact ~k. 88, Pg. fY (Lot 1) I - _ ~ z ~~ul _ d. tai
Ptezt 8k. 28, Py. 3~ (Lat i) ' CL o
18. ALL X11!! PROTeClION E4t~IPYENT iMOYLp OE 1!L LISTED OR !'Y APPROVl0. ~ PROP08ED FIRE ~ HYDRANT WITH 6"x~ ? ~i 2 wotw Iletxa I c v-
19. SIRE NYDRANTa MOULD BB DRY BARREL OR DRY HEAD TYPE wNp Aa SPEglIED i ~ TEE s.~,~~~I ' ~ ~
PAR Tf1H CURRENT EDITION OF LOWE'S, BIPED UTILITI( YATBRIAI.S SlECII~ICATIONa. i w v JAMES E. POPE ~ I e/~ JAMES E. POPE ,6' ' ~
HYDRANTS SNGYLD BE EASILY ACCESSIdLL AND PImTECTED AG/UNST MECHANICAL AND VEHICLE DAMAGE AS OUTLINED ON THE DRAWING. THE MEANS O!~ PROTEC770N Oeed Bk. 769,Pg 95B NSF JAMES E.P~PE ?+/F I J
SHOULD Its ARRANGED IN A MANNER THAT MALL NOT INTBItEERE WITH Tli~ 4s• BEND Geed Bk 340. ~ ~ POPEE. U
CONNECTION TO THE OPlRATION OR THE HYDRANT. Z0. ALL LOTS ~FIALL lQUAL OR aC~ED THE MINIYYM plY~.OPMENT 3TAND~1~ OE • 8' DIP ~ DIP p..~s:. ~ Pg. ~0} ' ~~y
THE C17Y O!~ WHI7LVILLE ZONINQ ORDINANCE ~ 4S' BEN 6' BEND n~~d ~ ' i_~, m ugh ~r~ - ~ 3 'S ~
21. WATER AND SEWER SERVICES PROVIDED BY CITY O~ WNITEVILLE. N/F O
ZZ. ELECTRICJLL SERVICE' PROVIDED BY PROOl~ ENCROY. RICKY BENTON Z3. ALL UTILITIlS SHALL BE UNDERGROUND. oe8d ek. ss~, Pq. 977 .l.
?A. ANND(ATION REt1NIRED PRIOR TO RECOItpAT10N Ot ANY FINAL PLAT. Plot Book 24, Pops 8 ?-~aeur~x~,~;wT1E PROP08ED WATERI.fNE TD EXISTIN~i WATERLINE
ZS. SIGNA6E SHALL NOT ENCROACH IN ANY UTILITY lASBMBNTS. I GERNERATOR .y ` C) Tim
Z6. FIRB HYDRANTS 3ANLL BE INSTALLED aNCH THAT NO PORTION OE BUILDING(S) IS LOCATED ~YRTHER THAN 400' TROY HYDRANTA~3 THE NOSE IS W0. ~ 27. OCCYPANCY PERMIT SHALL NOT BE ISSUlD YN71L AFTER HYDRANT HAS d~11 ~'a~ a,~•a~ a~ TRAN8F~RMER ~
~ p. ~ 2" ~1 ~`M S x z ti W6
IN~3TALL~D AND AGClPTED dY CITY OR WHITlNILL! COMYISSIDN FOR OPERATION AND MAINTENANCE. r 1 ~t = N
Z8. PRIVATE WATlRSYSTL'M (DIRE aPRINKLER) YVa'T OE PQtY1TTCD TNI~tJGM NCD~NR. f I .
Z9. DIRE PROTECTION aYSTEM WILL NOT d8 PLACED IN OPERATION UNTIL FINAL Sam
APPROVAL NA$ ltEEN I~YlD OY NGOENR AND VERlFlCAT10N IS PItAVIDED TO qTY O!' INNITlYILLE. I , ~ N52.45'28'YII 341.79' N~ I o !1 ' MANHQ~„E N/F ROBERT T. MEMORY ' ROBERT T. MEMQRY~ ~ -i Aso#
80. DITCH R84UfRINO 46` p1AM6TRR PIPE OR LiSi (HALL S~ PIPS. g ~ tq
3'1. MAIN AND OUTlALL ACREAGE FEES ARE DY6 82. CONTRACTOR MUST NOTI!'Y ONB-CALL CENTER ('1~800.63?AR491 A MINIMUM OIL 48 NOUN ~ ~ ( Dead Bk. 696, Pg. 761 ~ pROp~ED Deed Bk. 696. Pg. 764 ~ ~ ~ .
PWOR TO THR START O!~ ANY ~CCAVA77R1N ACTIVITIES. ~ v~ r:~ 8~K QEEP
3S. NYDRAY~lC ANAI.YSIi OF THE WATER SYaT'EY WIL41E REQYIRED PRIOR TD OVAL Of ~ . I ~ ~ HYDRANT WITH ~ - ~ . ~ , '1 12'tic6" TEE PROPOSED ' ~ tie. *A%5
THE CONSfTRYCTION PLANa dY CITY Of WHITlVILL~. 34. NO ~ER30N MAY INITIATE A LAND-0ISTYROINO ACTIVITY 6ElORE NOTIFYINo n+e crr~r or v . iu i ~ ( Po,,, 100.0 = F/N/SHED FLOQR ELEI/A T/ON ~ ! ~ ~oc~ouse ~ ~
WNITEVILL.E O~ TN! DATE THAT THE LAND-DIS'T~lROINQ AC!'MTY WILL. SEfi1N. ~ i . ~ w?NHO~ ~ ~ ~Y:~•
33. NO LAND-DlSTURBIN~i ACTIVITY BEYOND THAT REQUIRED TO INSTALL AlrRONt1ATE 38' surr t reot~r, Rx. rc.s n - ~o ara~ 6" SAN. SEWER EXIT I LOWE'S HOME CENTERS. INC.
EROSION CONTROL MEASURES YAY NOT PROCEED UNTIL ERASION CONTROL MEIISURE'dAR! t ~~~eoRr_r~e ewe aavRevE~ e~?Tli~ CITY. . ~n~n. N/~ I ` I 2" IRRIGATION WATER ENTRY (METER AND \ i u.in• nenuc~ s o~ icC I -
36. SCN~OIJLING OP A PRB-CON~TItt1CT10N CQNl~~ICE WITH THE EROSION CONTROL ~ a~ INSPECTOR Is R~UtR~BD PRIOR TO INITIATIN~s LAND DIMURBING ACTIVITIES. ~ I ; ~u?cw.F~vrr ~na~vC esvu.u.wv~~ aead ek. eta. Pg. 931 ~ ~ Z" DOMESTIC WATER @NTRY (METER AND 1605 CURTIS BRIDGE RD.
~ ,i MARK & KENT LOVETT ~ ~ ' WI LKES BORO, NC 28697
S7. SEED OR OTNERWISL~ 1~VIDe OROUND COYER DEVICES ORSTRUCTYRES s11El~ICILNT TO i BACKFLOW INSIDE BUII.DINt{) OV Deed Bk. 677, Pg. t80 ~ ' ~ $ ~~J ~
RESTRAIN EROSION POR AI.L ~OiED SLOPES 1NITHlN 13 rMORKIN6 DAYS OR COr~LST10N ANY PFIAa~ DP 6RADINQ ~ Z ~ ' SITE L.AND8C~APE IRRIGATION SYSTEM CONTROLLER w I~ 336.6 58.4000 M 336.658.3257 (F
3R. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NElDED ALL ERiOaION CONTROL DlVICeS ~.8'~,~ m ~ ~ 10' DIP FIRE LINE ENTRY (STUB UP 1' ABOVE F.F.E.) ~ TM DPAV" IS rf. PR4KM OF WW S
ON A WlEKLY dAdla AND /i1FTER EACH YA.IOR STORY ENENT. l~AILYRE TO KEEL O~OaION ~ CONTROL DlVICl~ IN FOOD WORKING ORDlR YAY RlStlLT IN tSStlANCE O! STO' WOItl(OIl~lR , o OR CIYIL PENALTIES YP TO X5,000 PER DAY O!~ VIOLATION. SITES Y77LIZINO SlWYENT TRAli a~,`~''t~ I ; I ICI FIRE pEPARTMENT III p • ~ . I ; SIAMESE CONNECTION HOME COMM. W. AW USE OR REPRooucnoN W Y*CW OR PART IS PAOHNNTEO W HOUT'THE
,~sw :,l m ~ I ~ ~ Q L2) 4" PVC TELEPHONE CONDUITS ~ ~ EXPRESSED WRITTEN O"EW OF LOS'S WiC CENTERS. Nt COPYRIt W 2M/LL WGHTS
N MNb7 ALSO SPEGI~Y A MAXIY~lY DEPTH O~ SCDIYlNT PRIORTO CtWi OUT. ~ ,~s'~ ~a~`~`° , • t~ i RESERVED
3~. THE CITY ENGINEER RESERVES THE R16HT TO REQUIRE ADDITIONAL EItOS10N CONTRAL ~ d' MQAiYR~ sHOtIID THE PLAN OR ITS IMPLEMENTATION PROVE TO ~61NADEgUA'{'~. ~~~4 STANLEY INVESTWIENTS, LLC f ~ Q Deed Bk. 873, Pq. 933 ~
40. ACC~PTANCi AND APPRAVAL O! TN13 PLAN 1* CONDITIONlp UPON YOUR COw17f1 ~ ~ ~ 4~' BEND ~ ~ ` - w
~ FEDERAL AND:TATB MIATER tiUALITY LAM?:~ RE/iULJlT10Ni~ AND RULEi. IN AD01770N, LiOCAL j ~ 8' DIP ' ' ~
-~j CITY AND COYNTY ORDINANCES 4R RuL6~ YAY ALSO AMPLY TO THIS LAND-Dii7'YIWl10 ACT11/ITY. APPROVAL dY THE CITY D4E: NOT iYP~Cl~ ANY OTN~t !~T OIL APPRO'1/AL. ~ a' 'oian-4~'t ~
~ I1. MINIMUM tiltADB ACRES GUTTER uN~e IS 0.~0 ~o 000 8' DIP 7~' DIP PROPOSED STANLEY fNVESTMENTS, LLC
i{2. THIS PROPERTY IS NOT LOCATED WITHIN A 100 YEAR ~L.OOD Zt1NE IN ACCORQANCE MITN COMYVNITY PANEL 3720026000.1 DATED 06/0?J06. ~ p +~t 43. NO P~RYANENT s7'RUCTURES (S). INC[.UDING 8UT NGT LIMITED TO atJOpMS10N a1tiNA66 ~ 2 w~„ 4S' BEND M~NO~ ' Oeed Bk. 780, Pg. 514
PROPOSED~aar' ~ ~ y~ a=. ~ ' FIRE ~ 6' X 12" REDO y-o 6~t o~;
a ~ENC6S OR iTORAG~ BufLDINGS, SHALL BE CONSTRYCTBD OR LOCAT¦D IN ANY DRAINAGE ro o~ .f
N EASEMENT SHOWN ON THIS PLAT WITHOUT PR10R APPR~DYAL FROM THE CITY OP WHITRVILL! ~ ?Udi.IC WORft! DE'ARTMENT. ' ~ HYDRANT i 72"x~ TEE y`` '~f PROPOSED o?; N~F I • STANLEY INVESTMENTS, LLC
44. NCDOT DRIVEWAY PERMIT IS R~4tfIRED. .x~ ' WITH 8'ticB' ~ FIRE pro ~ ~ ~ Deed Bk_^802, Pg~211 . ~ a
U 45. /LLL HYpRAN'TS YUa7' dL S PE4T MIND BAiCK O! CURB tTYP.y. p ~ ~ TEE ; ~ ~ HYDRANT °`J 1 r
a~ +s~-EXISTINti 1Z"x~ TEE yE
~a UNDERtiR~tlND s 1" •
a, I ~ POWER LINE T'Q • ' ~`~t,•
0 . I , BE REMOVED / • N 1 , =
o.. I N/f
o' c~ EXISTING S. P. STANLEY - y
~ . ~ ~ ~ ! 1 OVERHEAD 1 N Deed Bk. 187. Pg. 085 I ~ Deed 8k. 216. Pg. 118
~ POWER LINE O
d I d I ' ~ = AND PO E TO BE
m it ! ~ 'i' ~ LE~~ND
'a ' _1
L 3"~' ~ FIRE HYDRANT
'~t . s- `"""•w, ~ GATQ VALVE ~
o ~ N/~ N/~ WATERLINE }
N/F LINDA DANI RICKY BENTON Deed Bk. 81 ~ Deed Bk. 667, Pg. 977 )A DANIELS BUSS ~ I ~ Bk. 817. Pq. 931 d+'~ var ~ ~ ~ i "yr r ~ a
oAa YO
Z Plat Book Z4, Pago 6 W j wi''~ ~ ` T~Lt~MON~ YT
U SANITARY SS
W a • ~ .r.----'~-`-~``'~ SEWER .r-~.~~t~~t~a~!!~~ POYYER ---UE
~ ~ ~ CLEAN OV7' •
~ va"`°° . N~~ SAN. SEWER • MANHOLE w
~ \ ~ U EXISTING SAN. p ui
/ s ~ ~b~ ; ~ SEWER
~ ~ ' ~ 3 ~rn . ~~i yp4'~ MANFIOL.E > Lj~
f..~ ti ` PROP08ED
r ~ STOR~IlYIIATER pines CL F 0
yr 0c~~~ 3: CO LIJ
~ ~ ~ ~ PQWER ~.IN~
z ~ 4 ~.4 ~~Q~ o ~ s anda'S ~ a - ~ ~ ~~~r'~ °°"'"d ~u~'r TIE PROP WATERLINE SIGHT LIGHTING ~ a Do 0
o~•,,d ` o~ ~ `a ~ ` r""` TO EXlS Nti WATERLINE LLI
j ~ yIr ~ . ~ ~ a ***CAUTION*** ~K ANO ~osi Q " t'
W N.G ONE CA6Lt UINJTY ~04ATOR SfRVII`~
S "'mss ~t ~ 3 ORIGINAL
r ~ / ~ 1 \ ' ~ . 3 OATS BEFORE OKiOMIG CALL laLL FREE i-l00-63Z-1o4~ ISSUE DATE: 05115107
~ ,,,,o ,~,,~,Y GRAPHIC SCALE PERMIT SET
10 d ~ ~0 190 ISSUE MATE: -
o . ~ 1 1 1 1 1 ? CONSTRUCTION SET it-%0%J iC r%ATC.
>H IIOIgIM~ YMJ#a IIA IROM f"
WELLS PRO :LLS PROPERTIES, N/F LLC ~ ~ • ~ ~ 1fE NAn No 9WMMIR b 41"T >MC SUMM UTUTU lo" Q Aug ~ M AK AmrA Dim M sm"m OR AGAWOM. Im IMKMaI no"= oom DRAWING NUMBER:
~,r~ deed E3k. Tro i Jeed E3k. 701, Pg. 136 \ / nQ~ ~ Tract One NOT NAWAW INAT IK U10EIIOAOtMO VIUM SHOW AK M IM EXACT LLCM QN MIpCAIEDALI MM K Oat 'MAT IW AR[ LOCAIO AS AQOMMIRY As Ponpig R M NOlIA1KM
AW&MLL *6 ~WSWt MVWAU6Y 60 wcapRawo v~ma~
C4
4
•

t
aTQRM DRAIN SCHlDNLE REVISIONS O PRE-BID SET Q POST BID SET
ISSUE DATE ISSUE DATE
Inver! Invert DATE DESCRIPTION
From To Length (it) Dia. (in) Slopa Down up 0&01-07 40% LOWS"S
Z 1 65 4Z 1.0 88.00 88.65 \ r
r„" M12-07 90% LOWE"S
3 2 102 S6 1.0 88.65 89.67 ''~.i,. ~ j '•1'ISbN TRAIL" N/F O t' ~ ~ O'NEIL WALKER
4 S 81 S6 1.0 89.67 90.48 ~ ~ ~ L~ ~ ~ ~ Deed 8k. 279. Pg. fi85
5 4 79 24 1.0 90.48 91.27 t ~ PATRICI N/F j , ! J Plat Bk. 15. Pg. 78 ~SC~ PATRICIA Vq(yCE_.~ttGHT, t ~ ~ Lot 2
6 S 148 24 1.0 91.27 92.75 WILLIAM WILLIAM jEDQY VANCE, Jr. ~
• 7 6 427 18 1.0 92.TS 95.96 ' " i and SUSA l" f ~ ~ Oeed / / ~ nd SUSA~f VANCE GRANTHAM gb.~ }
Oeed~~Bk. 730, Pg. 452 ~ ~ ~ Tract 2 J. ~ ~ ~ /
8 2 106 S6 0.5 88.65 88.78 • rte. / ~ ~ ~ ~ 461 LF QF'1 ~ j / 'fit' ~ ~ `~''t
13 8 114 24 1.0 89.71 80.85 JAMES E. POPE
14 1 H 100 18 4.0 90.85 91.85 ,,.~6 , Deed Bk. 33$, Pg, i ' g~. ~ ~ Plat Bk. i S, P9. ?8 ' Lot 1
15 14 12S 18 1.0 91.85 95.10 ' ( ~ ~ 1 SLOPE 1p INS ~ ~ ~ ~ 27S L~ O~ 7S' NDPE ~ ~ NSF
9 8 1 S6 24 O.S 89.18 89.96 r ~ ~ - Origznad Tract ~ ~ ~ ~ / ~ ~ \ "'r ~ ~ DOSHIE POPE
10 9 2Z 15 O.S 89.96 90.18 r-~--- r.88--- ' ` ~ , - - - ~~is ' ~ Ae¢d Ek. S4QAIL Py. 880 ~ 8. K• SELLERS LANO SUBQ?VtS~ON C Daed Bk. 340, Pg. 398 ' • •
11 8 13S 18 0.5 88.86 80.64 ~ f ~ / j PLAT BOOK 9 -PAGE 65 m a ~ / x/~ iHURSTON SELLERS I ~'r ~ .
` ~ ` , ~ 1 i ~~NDZ z
12 11 22 15 0.5 90.64 90.75 " = 22 ZO 158 15 1.0 90.00 91.58 ~ CLASS V i , 35 34 191 15 .~6 88.00. 89.H4 vs : 15 Q
- i~ ! ~ 11`;4 1`" ~ •Z1"~'~~ i - rh~g~,r~ac Tract ~`oa,A , ~ ~ 1 ~ 11, ~ / ~ ~,~f JERRY TEWART ~ N ~ w/~ T~JRSTON SELLERS ~
ro8's or~n ~xia~?? ~ ~ ~ 1 Its ~ ~ ~ ~ ~ J q I ' in Z. 0. w Z. V a, cv a OR
28 ZT 102 18 O.s 80.00 90.51 ' p Z8 Z8 38 18 0.5 80.51 80.70 y ~,~a~~ BAR-B, qUB, INC. \ \ t / ~ / w • Deed B~: S87'~ Pg. 8,~3 ~`t-------.p6~ \ 1 ~ N m mot' PM"- a ao
Plp~''~ik. B~, Pg. f~ (Lot f) ~ ~ ~i. a) Lo CD N
~,,~iat 8k. 28. Pg. ~2~iat i) . ~ r 65 LF OF ~ ~ ~ 4~" RCP - - _ , ~ ~~4~" ~ ~ CD
30 28 37 18 0.51 90.70 90.89 * TRENCH GRATE 1' ~ ~ -95'--x' . w a o
24 Z3 24 75 1.5 90.00 90.J6 J c r
26 Z5 ?,4 15 1.s 90.00 80.56 i ~ f 1, NfF
a ~ • ~ I JAMES E. POPE + x ~S E POPE ` ,~o' ~ 1 j 1 N I` Oeed Bk. 764~Pg 958 N F
S2 37 27 18 0.59 90.00 80.16 / ~ ~ ' ~ j ~ ~ y~~ T . ~ rtw, ~ 5 ' ~ J' ~ / ~ ~f' JAMES E POPE I / \
33 3Z 43 18 0.48 80.14 90.3a • TRCNCH ~iRATL' ! ` I ~ ~ 1 ~ . , / t~ead'6k.~3gp, ~ JAPE E~ ~V
. / / \ \ ~ 1` / ' \ ` 1 1~ ~ ~ ` ' ' `~l ~ ~ ~ LF OP 1 Pg' ~ ~g>~ r- ..r ~
N~ RICKY 9ENTON ~
Dead Bk. 667, Pg. 977 tE s6.0 9~ ~ o
STORM TYPE RIM STORM TYPE RIM aiot eoa~ ~4, Poy~ 8
1 END SECTION 24 CURB INLET 84.Op t 2 CURB INLET 98.50 25 END SECTION ~ ~ S CURB INLET 98.50 26 CNRd INLlT 9 00 ~ ~ 4 CURB INLET 98.50 27 !ND SECTION
aC4 f q We
r ~ h z o Ca •
1 fr b ~ ~i~` (,~~w•:;;...: ~ ~ X we C4
= co
S CURa IN11T 88.50 28 CURB INLET A~i.Qp 20
6 CNRS INLET 98.60 Z9 CYRB INLET (TG) 92.50 ~ 1 1 [ ~ ~ ` ~ ~ S ~ ~ \ ~ 4 IL X.
7 CURB INLET 98.50 30 CURB INLET (T~3) 82.50 N~ ~ o
` ' \ N/F R08ERT T. MEMORY ROBERT T. MEMORY ~
8 JUNCTION 80X 98.50 S1 END SECTION _ / ~ ~ ' ~ ~ DeeO Bk. 696, Pg. 764 ( Reed 8k. 696,=9. 761 ` ` • :
9 CURB INLET 98.50 32 CURB INLET (Tti) 92.00 f ~ ~ ~e ~7 •r
10 CURQ INLET 98.50 38 CURB INLeT (TG) 92.00 v ~t ~ i` v J 1 ` ~ / f `~~1 f ~ I
11 CURB INLET 95.50
`I ~ 1
12 CURB INLET 85.50 ~ LINDA Q 1S CURB INLET 95.50 LINDA QAN ELS ~.lSS ~ ~ ~ ~ ` f~ ~ ~ ~ ~ ~ L.OWE'S HOME CENTERS, INC.
ll~ad Rlc_ A17 pn \Q'S1 1.. ~ ~ ~ ~ ~ / ~ f E
L ~ i~ f ? ~ ~ 1 ~ ~ ~ \ NSF I~ , ~j j I ~ 1605 CURTIS BRIDGE RD.
d ~a cures ~NU~r sa.ao I a~ • ~ ~ ~ ~ s . ` AAARK & KENT LOVETT +rl f ~ ~ 94 " Dsed Bk. 677, Pg. 180 WILKESBORO, NC 28887
0 15 CURB INLET 94.70 ~,~~-v.-- 16 CURB INLET 95.50 ~
x ~ 1 C" 1 ~ ~ I / O ~ ~ i . F .u ~ rr+ \ 336.658.4000 (V) 336.658.3257 (F)
0 17 CURB INLET 94.00 ~ N 18 CURB INLET 9Z.g0 I ? ~ .0 , ~ ~ ~ ~ . ~ P ~ 1 1 TMs MANN IS TiE PROPERTY Of LOWS
f3 ~ +Gq' ~ ~ ~ ~ ~ \ ~ ~ ~ i ~ HOME CEMERB. INC. ANY USE OR REPM=TION IN VYFKU OR PART IS PROI MMO WITHOUT THE
18 CURB INLET 92.50 ~ ~ y ~"'1 + ~1Q" NDP EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS. INC. COPYRIQW 2003 ALL MOM RESERVED
. r ~ - ~ ~i v ~ N/F I ~ ~ ~ ~ STANLEY INVESTMENTS, LLC
~ 20 CURB INLET 94.00 ~ ! i~ ~ / i~ r / r / 1 ~ r f' ! f I r a / r' r r r au~w ~ ~ ~ .i f ~ r r'' ! I r ! , ~ ~ r / ~ j+~~ Dodd Bk. 873, Pq. 933 ~
~ ~1 CURS INLET 94.00
22 CUltd INLET 94„00 - is cuRS iN~e~r 9s.oo ~ ! ~ I r" ~ / 1'`M.'7 i~ / I / r` J f r ~ ~ ! i A L ee 41i}~d~ • / d` r
~ M r~ NI ~ 4
o ~ 1 J ~ ~ ~ STANLEY INVESTMENTS, LLC
I a ' r . ~ Oeed Bk. 780, Pg. 514
~ ~ r ~ ~ 4S o.~h ; . oJ;
~ 6RADIN~ AND DRAINAGE NOTES H ~ I 1 4 J
1. ALL EXISTING STRUCTURES, UNLESS ` ~ { A r , , ..~'g STANLEY INVESTMENTS, LLC
OTHERWlS! NOTlD TO RL'MAIN~ ~ENCIN~, 1 I TREES $ ETC. WITHIN CQNSTRUCTION ' ~ o,~, t o~`'• ~ r ~ Deed 8k. 802. Pg. 211
ARlJ1 SHALL BC REMOVED ~ DISPOSeD O!~ ~ ~ ~ ~ ~ i
~ QF~ SITl. ANY BURNING ON SITC SIiA1.L ~ ~ . ~ r ~ r rw? 1 ~
d! SUBJECT TO LOCAL ORDINANCES 8 ~ 1 1 ~ ~ 1 ~ ~ ~ / I
p LOW!''S iPlCI!'ICATIONS. i I I ~ 1 1 ~ ' ~ ~ ~ ~~~~Q~~ ~RO ~ ' ~~~0 oFESS~p 4 CA R a~
a 2. ALA DRAINA6! STRUCTYRES SHALL a! ~ ~ pKe--cASr. ~ ~ ~ ~ t ~ ~ 1 . . , 1 Ess/0
~ 3. ALL pRA1NAQ~! STRUCTURES AND ~ ~sf~ ~ ~ ~ ~ ~ ~ ~ ~ r / / I ' ~ NSF Z Q SEAL ~
~ 8TORM SEWlR PIPES sHALL MElT HEAVY ~ ~ ~ ~ ~ t ~ ~ c6- t • { ' S. P. STANLEY w ?EAL s o Y. .
~ .i ~ DUTY TRARFIC (1120) LOADINti AND do ~ ~ t 1 ~ ~ ~ 1 1 ~I . ` ~ , ~ Deed Bk, 187. Pq. 085 F ~ I ~ ~ ~ ~ Doed 8k. 216, Pq. 118 i ^f? N `w
a INSTALLCD ACCORDINGLY. 96 ~ ~ P ON
4~. GENERAL CONTRACTQR SHALL NOTIFY ~ ~ ~ t 1 ~ ~t ti ~ 1 ~ I
ALL UTILITY COMPANIES HAVING ~ UNDERGROUND UTILiT1ES ON SITE OR IN ~ as7 s ~ R16NT-OF-WAY PRIOR TO EXCAVATIQN. ~ 1 ~ ~ c,._ , ~ 95
. , , , ~ 1 S~~ 81.QPE ~ ~ i, ~ i~'~ ~ •
o CONTRACTOR SH/lLL CONTACT UTILITY ~ w.- 1 . r , t ~ ~a ~
o LOCATING COMPANY AND LOCATE ALL , ~ji~ N~ e . , ~ SLOPE N/F 1 r,I f ~ ' LEGEND E ~ . C~ G
o UTILITIiS PRIOR TO GRADING START. N~ ~ (L1NpA DANIEL ~ a. SITS GRADING SFIALL NOT PROCBdD RICKY BENTON j K Oedd`Bk. 817, DANIELS ROSS ~ ~ .
i? ~JNTIL iROS10N CONTROL MBAaVR6S o..d ek. 867, P9. 977 i~lp~~' `.~`~_y Plai Boak 24, Page 6 Bk. 817, P .931 ~ 9 ~ A ~ P ~www• ~ f PROPO~iD ORApis ' !i0 so mj
v HAVE BEEN INSTALLED. ~ ~ I i ~ . W 6. AFTER PERMITS NAV! BEEN OBTAINED ~ ~ I r .5~.. a°
~ ~ ~ ~ ~ M I spar e~evwT~oNs ` M `w „r ' ' ~
a d~ ERf~?SION CONTROL MEASURES ~ ~ I~ +/6 ~F OR~,'t~ ~ R RCP
o INSTALLED THE CONTRACTOR SHALL ~?y d~~tQ~n_ w r~ / 1 Mew F, r ~r -a~'-94"-' STt1RM DRAIN PIPE c~
GRADE BUILDING PADS GARDEN CENTER $ _ ,J.~ APRONS T4 0" -1/2" OF SUBGRADE AS PER > SECTION 02500, DMSION 2 OF LOWE"S ---L,,,_~^ ; w. ~ ~ c.a z
.,..J /+M •^r A f~.,~ - z
j STANDARD SITE SPECIFICATIONS. ~ .r ~ ~ • ,,,ter- r' ~ RETAINING WALL ELM
~ 7. IMMEDIATELY APPLY d~ CGMPACT r I ~ ~ ~~„i w Awe / ~ 4 - ` ~ , f~ J C) z LU
°3 STONE BASE FOR BUILDINi~ PAD TO +l-1/2" ~ /r / ~ r r ~ I r .r w ~ .r ~i TURK r ~ LIMIT OR w.... I.OD ~ ~ ~d3,~ DISTURdANC1: toga J .b
~ PRIOR TO EXCAVATING INTERIf1R d~ ~
j PERIMETER F40TINtiS. ; ~ ~ m 8. FRENCH DRAIN SHALL BB INSTALLED tF ~ ' " - - - A DIRECTED BY TNB GEOTECMNlCAL to ~ = ~ = ¦a>. .ter rr• ~'Srwr. rw ~ r• w ~ ? ere A ~ ? r.,r, ti.»r SCREEN WALL ~ ~ a ~ .c cLw LL. LLI
0 clQ
~ ENGINEER OR AS SHOWN ON PLANS. 1~~ Yr?~ s f tM~ / ~ww t ey' / i >
Z 8. GENERAL CONTRACTOR SHALL PROVIDE NCD4'1' CHAIN LINK FENCE o 0 0 o- .o uj w z
v 2• x 2' x 6' THICK CONCRETE APRON AT . ~a ~ .r• r „ ~ . ~
ALL CLEANOUTS QUTSIDE OF BUILDING. , ~ 7 1 I "1 + ~ w JUNCTION BOX p w
~ 70. ALL WORK SHALL BE DONE IN STRICT - t' ACCORDANCE WITH DIVISION Z OF LGWE'S '"**CAUTION*** STORM pltA1N STIWIiTYR~ O o 0 Co. - 0
s STANDARD SITE SPECIFlCAT10NS. ..Iwws A~~ ^r~~,.r !r a.a oraE caw unuN wc~?TOR s~tvu~ •
3 11. ALL ROOF DRAINS TD BUILDINfi SHALL ~w 3 DAYS BEFORE CALL OFUGINAL
~ END 5' OIJSIDE THE BUILDfNG LIMITS AS ~ ' SHAWN ON PLAN AND SHALL BE 1 rM/"'". 1 ~ TGU TREE 1-eoo-632-~w49 II ' ISSUE DATE: 05/15/07
~ awc cui rnm~ say oo~r~Mrr aw ,ao tµs~r. GRAPHIC SCALE PERMIT SET
~ PROVIDED WITH A TEMPORARY PLUG AT -r ~ ~0 q ~Q M 19'0 ISSUE DATE:
~ THE END. . M~. N/f`' 140 CONSTRUCTION SET t I.- - -
/ WELLS PROPEI 5 PROPERTIES. LLC ~ $ow / N YIIYi1~~ m IMF LA W IW tiNt4R1? NMpM r% Ate gw ARAMpR maoxr an ma sw ISbUE DATE:
Qeed Bk. 701 CD Tract d Bk. 701, Pg. 136 Tract One p~FOt M IN%= OR ANANDONM AIL axtwm RotU~ Nor rrc wu; IK UNDOWMAa vw= WO Arc M DRAWING NUMBER
IM UACT WCAWN NWA AtmOM tC OW aannr,Mt Y AR; I.OCAIEp AR W4146 Y ANOt t#pN llai AM,AILi, AK MWCA
a w 60 uMOato~lltwt uw~tAai.
CM5
1 •

•
SImS10N CONTROL NOTia: LEGE N D 1. LANp pISTY1tSIN0 AGTNITI~~i sNALL NOT GOMMSNCt UNTIL Ar~ROVAL REVISIONS
TO DO SO HAS SEEN ItlCEIVED IIY GOVlRNING AIJTNORITIE$. PRE-BID SET POST BID SET ISSUE QATE ISSUE DATE
Z.TM! GENERAL CONTRACTOR SHALL STRICTLY ADNiR~ TO THE SWPP' pRppp~ep DESCRIPTION DATE DESCRI P71 ON
pYRiNQ CONSTRUCTION OPERATIONS. 3. NO LAND CLEARING OR GRADINfi SHALL dEQIN UNTIL ALL EROSION ~gF~- SILT Fl~NCe
CONTROL MiASIlRiS HAVi SEEN INSTALLi0. 06-01-07 40% LOWE"S
4. ALL D('OSBD AREAS a11ALL it SEEDED AS sPRCIFI~D WITHIN 14 DAYS Ot' LIMIT Q~ DIMURBANC! FINAL GRADING. 0e-12-07 90% LOWS"S
5. SNOtILD CONSTRi1CT10N STOP I~OR LONQER THAN 14 DAYS THE S1T! STONC CONSTRUCTION
SHALL S~ ~E~DiD AS SPECIFIED. ENTRANCE 1 Qo ,8'~,, ~ , O'NEII WAI.KFR
6. sEDINQNT AND iRQS10N CONTROL MBASUItEB SHALL BE INSP~CTPD AT LAST ONCi iV~RY SLV6N DAYS AND WITHIN 24 HOURS OF A RAINFALL ' - - - - - - - ~gTiNfi STORM jl~ oe.a ek. z~a, P9.688
~7(C~iDiNG 0 :f INCHES DURING A 24-HOUR PHRIOD OR MORE FREQUENTLY ' - - - - " - - - sVST~M ~a"~~ ~ PATRI(i ~ t Plot Bk. ib, Pq. 78 ~$C~ PATRI(~{i VANCE ~ i, ~pti~ i~" dot 2
1~ REgU1RED BY GOVERNIN~i NPDlS 6BNHRAL PERMIT. ALL MAINTENANCE REQUIRED 6Y INSPECTION SHALL COMMENCE WITHIN Z4 HONRS AND BB ~ INLET PROTECTION ~ VVIWI~M
COMPUTED WITHIN 48 HOURS OF REPORT. ' ~s~ a?d SUSA 1 ~ Dtid ~ ~ ~ , d SUSAN ~1 RAI~I~lI~ ,9~i o..d ski' Py. a.~'~d, ~ ~
7. THIS PLAN SHALL NOT CONSlD6RED ALL INCWSIVB AS THE GENERAL STORM DRAIN PIP! CONTRACTOR SHALL TAKE ALL NECESSARY PRECAYTIONS TO PREVENT
Sf~IL SEDIMENT FROM LEAVING THE SITS. ~~G~G%G%G~ TO BB REMOVeD ~m
8.6ENERAL CONTRACTOR SMALL COMPLY MfITH ALL STATE AND LOCAI. ~ ~ ~ G ; J~~i~ JIwES E, POPE Qa~ • , / ~ tj~' ~ d' DNd 8k. 338, F9 1 ~t'f
ORDIN~NGES THAT APPLY. _ ADDITIONAL lRGSION ANO SEDIYlNT CONTROL MEASURlS WILL ae ~ DIVlR~iION DIKE ~ ~ ! a ~ Plot 81a 1~, Pq. 7B
IN$TALLiD IF DEBMiD N~C~SSARY ~Y ON SITE INSPECTION. ~ . ~ ~ . ~ - 8TORY~ • ~ ~ ~~a~ ~ got t ' EXIST G wooer - m Qa~ • 1
10. if INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BB INTERRUPTED RY WEATHER Olt NIGHT~ALI.~ THE PIPE ENDS SHALL dE dLANKL'T AND SlCDIN~i REMOV! a .may dJn TREES (TYP.) Fw~nne g o. ' ~ ~~ay~
COVtIt~D WITH FILTER FABRIC. ' ~ ~ 11. COMPACT t~ MAINTAIN 30,000 sQ. FT. OE 6' THICK STONE MATERIAL ~ t 1 EXISTING a t ~d~ . \ ~ , ` 3 ~ r JdYBS A. 9All~'Y. ?r. MOUSE ( EXI a ' REMOVE a r ~ e'F` N/F
D~sd Bk. ago - eso ~ Nou EXITING ~ ~ i +d~°~\ ' `~'c tM,ce DOSHIE POPE NOVPG `O ~ K1- & K. sEU.r~s w~ s~~00 ~ Q~G. PIAt 9GOK 9 -PAGE 6S ~ ~ ,f
LAYDOWN AREAS 2S' WIDE GRAVEL ACCESS ROAD TO RUILDIN6. LAYDOWN /~ItSA TO SS LOCATtD SY LOW!'s PROJECT MANAOlR. ~ V
1Z ~ENRRAL CONTRACTOR sHALL BE RESPONSISLB TO TAKE WHATEVER _ MEANT N!CliiAltY TO E8TASUSH VEItMANlNT SOIL STMILIZATION. ~ w ~ i ~ ~ ~TRACT ~ z Q
13. $~DIMlNT SHALL e! REMOVlp RROM TH! SlDIMENT SASIN dlFOR! R 15 ` ~ ' L
25'K FULL AND FROM SILT FiNCi s~FORi IT 18 33 X FULL ` ~ ~ ~ W woo0 7 -STORY WOOD - iM A~~d~~ JOa'~' OLD 1~~6'~fIOX ~ - eon c ~ i S~ E EXISTING FRAME NOOSE ti~'r ~ B~ SMd ~ ' us'noe~No~n,'~ JERRY STEWARTd+r~ ( Y~ ~',V. ' a EXI87'INC3 pJ~,~~ Off"'( ~ ~ 1d v~ ~e ~ ~~cc'r, BUILDWG ^,1~ g~d~' Z t~ 4)
14. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH DIVISION Z OP LOMI!'a STANDARD SITE SPECIRICATIONS. tics ~ ~ - G ~d . c''~' av ' ~ e I 1 > co 0 4 0 - " ~ N • pct
1S. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZ! TII¦ t TRACKING OF MND ONTp TH! PAVED RGADWAY RROY CON$TRt1CT10N ~t D~~d BkA-QoUj. ptomp,~o - ;~,ae ps0~ea ~sem 8HED AND 8771 Y r~~7,~ r ~ ~ , ~ ~~4~, ~,~,~.Qde .~ooa~ w 1 ~w trR aM" `~Q awl to Meteh i.. 4 IM < to
1~at ~Ae. 89. Per. fY (Lot i"~ 25 FENCE C MOVE EJCISTIHGf c ~ ~M
~Rl~$. TN! CONTRACTOR SHALL DAILY REMOVE MUD/$OIL RRpM PAVtMItNT's, AS 11AY BE REgU1RED. THS CONTRACTOR SHALL IN$PiCT~ ' ~e, pe. a~ ~~t ~?r ' TRAC"T' 1 ~ TREE (TYP pp 0 'I~Q~' 1 E ~wo~a fw~._. M+' ~ s+~ ?141~~ ~ 3 ~ ~~dii ~ ty~.y~ ArNtjf~~1Mi't L yp pests . sw a ~
REPAIR, AND ADD STONE TO THE STONi CONSTRUCTION ENTRANCE WHiN r zs~ x ~oo• Y ~~'~MOVE ~ ~ ~'s'T~...~ ~T.,°,~ '~~V) [A1 ?w~ ~ ~l~ El ~ ~~`~1° ~ ' .o T ~ c r
IT iECOMES SATYRATEp WITH YYD TO INSYRE THAT IT WOWGS ASS INTlND~O. coNS~rRUC~r~q~
16. THE TOPSOIL STOCKPILt sHALL S~ GRADED TO pRA1N AND aBeDiD ' S~`~ ~T ~ i i ~ JOE'S BANQUET HALL _ - ~d REMOVB \ 1 SIGN TO Be ' ~ EXISTING TIN N CONCRE"fEy~c~ vr~~ ~-~`M~~ ~i ' ~ ~ ~ `'y ~ e I t
WITH TNS TEMPORARY SSdD MIX. SILT 1leM01RD FROM THB INLlT s~ ~ ~ RELOCATED SHED ~ Il z ( EdA4 o_f Woods_ AREA o~J 4~ r~ ,~y ' r• x ~ o:a e~ ~,~o~ ~ ~ ~ ~ ~ + ~ ,
PIt~TECTiON AND ~ItQM ItlHINp TNe SILT ~ENG!$ SHALL e8 PLAG~D ON , TO!?SOIL STOCKPILE. ~ LIM1 1T. TEMPORARY S~pIMSNT CONTROL NlASURl~ (SILT FBNC~~ DIVlIt~IONS~ p~s~ CONa'TRtJCT10N iNTRANC~~ iTC.) Sf1ALL B~ MAINTAINED DURING ALL REMOVE EXISTING ~ 1 ~ c , ~ _.1 r-' LIMIT OF ~ + , - ~ atc~n 1~ REMf~VE, STOG B .r1~`r ~b'~ .Mtn l1Z ~ S E.~~p . v~ ~f `~t ~ t
ISTURBANCE STORM PIPE ~ ~ , I ~ I ~ ~
PHA$!S O~ CONSTRUCTION YNTIL THE COMPLETION O~ ALL ,
CONS'fRUCT10N ACTIVITUES AND Af.L DISTURtiD AREAS HAVE SEEN N/1~ TRACT 11 - ~
iTAe1LIZlD. wDDIT10NAL CONTROL DEVICES MAY e! REQUIRED DURING RIgCY PITON t ,~c ~ _ ~ may. R - - oQ` Fl f ~ 1~ E
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR O~RSITE Wed Bk. Oaf, Pq. 977 8~DIMLNTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE R~MON~eD Plat Book 24. Pam d ' ~~N`~~~ ~,'g~ 'sae j ` 7,\~ , R~I~VE'i ~ANDONED ~~d J'~~ f d(tch , , ~~H~i ~i-WIDE ! p TOPaO1L f J~ L t O ~
ONCE CONSTRIIGTION IS COMPLETE ANQ THE SITE !S STABILIZED. !y M V
18. TOTAL DISTYRBED AREA DYRING CONSTRNGTION OF THE PR0.IECT IS th 1~.Z4 AGREE. TRACT - - - - - - - - - T ot; rut%~
1 ALL SLOPES 3:1 OR sT~~PER aHALL RlC~IVS AN dROS10N CONTROL 4' X Z to ' Q~ 4 N
iLANKiT AND StsDINO. SLANKET SHALL S~ CURLD( OR APPROVED tgUAL IN ADDITION, AL.L SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD ~ ^ j < REMOVE PJCISTING ! i I ~ ~ _ _ - - ~ TRACT 3 W j ~'~k w~'~ ~ O . c~
si STASILIZiD WITH SYNTFI~TIC OR VEGETATII/e NATS~ IN ADDITION TO C~NCRETe AREA ~ MAINTAIN ACCES8 ' i 3 t ~ ~ c ll
NYOItOf~tDINQ. IT MAY BE NBCBSSAY TO STABILIZE SLOPES BY THB USB i , FaR JOE'S BBQ ~ ~ ~y ~ ~ ~ BAN4YET , i ' A IL d
OR TRACK Mf~LKINO PRIOR TO EROSION CONTROL MATTIIN6 INSTALATION. ~J~ ~ IT YAY ALTO S! NlCESEARY TO INSTALL TEMPORARY SLOPE DRAINS i
ptlRINO CONSTRUCTION. T~III~ORARY SSRMS MAY i~ Ns~D DAILY UNTIL ~ f j j ~ r i' ~ ~ ~ '
THE SLOPE IS tROYGNT TO GRADE. 4~G~ ~ Z0. 'ROYIDE SILT lENCE AND/OR OTNlR CONTROL DEVICES, AS MAY ItE ~O~~,y~a~ ~ i ~ ~ ; , ; ~ - ~ ~ TRACT" 6 Eave °-N~ sROBERT{ ~~EM a 701 T (L1 j. o~Kj ~ ~ . o.ea ek. eea, ' 1. co
Ri61{111t~0. TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. +•tiv ~ i Nynt light j 1 ~g ~ 1 Ia
ALL p1iTY1lSlD AREAS SHALL SE GLEANED, GRADED AND STABILIZED WITH QQ~~v~v~'~ m urr~tr ~ ~ i ~ `
ORA$i1N0 IMMSDIATlLY AFTeR Tf1E UTILITY INSTALLATION. P.~1G~ i 21. STABILIZATION lII~$UIttS SIiALL BR INITIATED ~t SOON AS ~ ~ ~ ~ RL'MO TRASH AN,$ 9'~.~~`~'!v d' 1. ~'+t•.ti,. Y ~ •C
PRACTICABLE IN PORTIONS OF TNB SITS WH6R6 CONSTRUCTION ~ i i.----AgoraKimote tocrouon a ~ • ~ tMOergrowid Porx os laaofed Dr I ~ @a~'~ ~a
ACTIVITIES HAVE TEMPORARILY OR PERIIAANENTLV CEASED BUT IN NO ~ CASE MORE THAN ~OURT~EN (74) DAYS AFTER WQRK HAS ClASCD. ~ Sdes it AlNke; P.A, P,4S h YQQ3~ ~ ~ ~ F~~y°oa1 1 no vis~b morlrb{gs Nua date ~ ~ ~ e ~ ~ - r~~+:
?2. TEMPOMRY DIVERSION BERMS AND/OR DITCi1ES WILL BE PROVIDED AS ~ s` N ~ ~ ~ o ~ LOWE'S HOME CENTERS, INC.
NEEDED WIRING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE ~ UNDA D LINDA DANIELS ROSS - ~'~~''s~l ~ LIMIT OF S ~~~~1 ~ ~ / 1 a "AW ,swr,d!~ r%f%lm +r-n rnr%
~ RNNOFF ANWOR TO DIViRT SEDIMENT LADEN WATER TO APPROPRIATE ~ i ~ ~ uaa eHC. o~ i~ rg. yon ~ 1 ~~e o ~ \ 1 ~ 0°,d~ DISTURBANCE M~K 3c KENT LOVETT ~ ~ ~ ` ' luuu %oum 110 oruuVG r%u.
TRAPS OR sTABLE OUTLETS. Q ~ 2a. ADDITIONAL CONTROL DlVICeS MAY Se 1leQY1RED DURINfi E~\~~ W DS ~ ~ DNd 8k. 677 Pg. 180 ~ ' ~ WiLKESBORO, NC 28697
o CONSTRUCTION IN ORDlR TO CONTROL EROSION ANDJOR OFFSITB g ~ ~ r s. SIB BN: PIS NAIL IN ASPtIAl1 OAIVf ~ ~ ( SPC E3 NORI~IUNG = 200691.593 Foot {Grid Coordiabtes~ ~ ` \ ~ \ ` ~ ` ~ MA ~qh~E' \eti SPC 83 EAS =208570.1.132 Fed (~irid Coordin~la} 1 MARKE BY OTHERS , 4 •M,~ 1, 33 7 SQ. F . L ~ _ ~ ~ ~ ~g~~ ~ 1336.658.4000 (V) 336.658.3257 (F)
S~DIMiNTAT10N. 4 ~ i ~ 1 ~ p~ QEYATION (N11V0 86) = 9.60 feet ~ ' ` J i ~ ~ 0.77 ACRES Qjl-- --T ~
~ Z4. CONTRACTOR TO REFER TO THE EROSION AND SEDIMENT CONTROL C i ;~''~~p PLANNING AND DESIGN MANUAL O~ NORTN CAROLINA FOR DlTAILS AND ~ Oc~y 0 ~ Aspholt ~ 1 ~ Pony of ~ REMOVE EXISYIN~'3 ~ THS oRAWNO is of momrm OF LOWE$ HOME CENTERS, INC. ANY USE OR REPRODUCTION
SPtCIFICATI~INS FOR TNQ tROS10N CONTROL MBASYRES OVTLINED ON 0 ~ ~~6 ,\~6~J1~~ ~ i~«t ' ~ ~ CQNCRETE AitEAv . IN WiOLE OR PART IS PROHIBITEO VMTHWJT THE EXPRESSED WRITTEN CONSENT OF LOWW6 HOME CENTERS, INC. COP'YFUQW 2003 ALL RGHTS
~°o~ THIS PLAN. ~ ~I ~ 24 HOURCONTACT -JOHN WITNERSPOON • LOWE'S HOME ClNTEIt$ , s~~ N/~ ~ QdF RESERVED
336.882.5843 74272 ~ " t ~ ItRFRRTO iROS10N CONTROL ~T'AIL SHEIeI' FOR ADDITIONAL NO?ES. ~ c 3 Qe~° ~r'~~ ~,~«~r ~ i i (TOTAL OF 1RACTS 1-11 INCLUSIVE) ~ a•A ~~'y~ STANLEY INVESI'61ENTS. LAC ~ ~ • •
J `~~a~ ut~zir a~ . , ~ 4.2 ~ Acres ~'~cR' Oeed Bk. 873. Pq. 933 ~
~Q ~ j TRACT 2 ~ ~ 619,068 sq.ft. b ~ ~~--BiFc~.:~ ~ -v a-~_.~`. 1
P,~ ate,-~, sEE UTILITY PLAN i r - I • ~JZi
~ ~ op ~ ~ , , ~ nit ~ i Propane ianA ~ ' ~ , ~ REGARDING RELOCATION ' i
~ DEMOLITION NOTlS~ ~ ~ ~ iOF UNDERGROUND UTILITY ~ ,g,' ; a STANLEY INVES'I1~tEN7'S, LJ-C ~ . ~ K~' ~ Deed 8k. 780, Pq, 614 ~6
1. CONTRACTOR IS RESPON81tLE I~OR OBTAINING ALL PERMITS ~ a wol« ~ ItSgYlltsD RORTN6 DEMOLITION AND REMOVAL OF THB ~ '11n~ MbIM p I i ELEVATION (NAVQ 88j =96.00 fid ~ 1 (NAD 83)IIDE =T34 18 06.4! ! tia'' ~ f
n- aTRUCTURBS LOCATED ON THIS SITE. ~ ~ Z. CONTRACTOR RESPONSIBLE FOR COORDINATINti WITH THE ~ ~ ~ U ~fy ~r ~ j (NFD 83) lA1rI111DE = 07a ~3 01.96 ~a ~ao+ I~ ~ ~ REMOVE F•XISTING J'
LOCAL UTILITIES THE RELOCATION OR THE TRANSMISSION j ~ ~J~~ fbpel 4 A's as bJ~ ~ ~ ~ i ~ ASPHALT AREA TRACT a.O oe waw o«».,~. s Nat its' t~ ~ .r ~4 . V~
~ POW~RUNE AND POL@S . V 3. IN~RMATION CONC~RNiNO YND~ItQROYND YTI~ITIEi WAS rt k~ ~ p`~~,~ . STANLEY INVES'11~tENTS, uc
OdTAiNED FROM AVAILASLB RECORDS AND FIELD L~CATION$ WFIBN ~ POSSI~LP~~ BUT TNi CONTRACTOR MYST DtTtRMINi TH6 EXACT ~ P~ J~~y~h ( ~ ~ ~ ~ , p~sd Bk, 802, Pq, 211
~ ~ aIP by Pos -'ti Pant u«king~ ay utility Conitoetor 1 saT F c ~ . .
~ LOCATION AND iL~HATION OF ALL EXISTING 1JTILITIiS BY DIGGING L. St S[ ~ to show undergrtxwd fberopt~c lines ; ~ ~ lacatd on ch 1~~ 200 - , <<'~~
~ TEiT llTi iY HANp AT ALL GIIOiSINGB WELL IN ADVANCE OF TIt~NCi11NO. III CL/ARANC~S ARC 11$S THAN SPECIFIEp ON TNe ~ i ~,~~9 rC~ardla , ~ `1~~ ~«nmq ~-awvnw~. ti - -
o ALAN OR TWSLV~ INGNis (1Y~. WFf ICNSHSR Is LBSS~ CONTACT TNS ~ ~ ~ j
pEiION SNOIN~iRAND THIS OWN~It PWORTO PROCEEDING WITH 4- GONiTIWGTION. & ~ urwry ~ ~ • RlMOV ~'IN6 ~ i ~
4 TM~ CONTRACTOR iNALL RiMOVQ ALL iXISTING STORM DRAIN ?.s' x 100' ~
~ UNEi, wS~lIwLT PAVlMENT~ GONCIlE'TE CURS* AND ANY OTHER ~a 'a lXISTINO CONpIT10N WHICH WILL INTERl~ER! WITH THE WpRK AS ~ ~ ~ ~ ~ CONSTRUCTION ' ~c? S. P. S iw~E~r
~ PROPOSED ON TN~SB PLAN8.TMe CONTRACTOR SHALL REMOVE ALL ~ REMOVE EXISTING i MAINTAIN ~ ~ ~ ~ LNTRANCC _..u ~ ,~O ~~p ~d z~a; P9 t~
~ UNDERGROUND UTILITIES ASSOCIATED WITH BlJILDINIDS TO BE ~ t a REMOVED. ASPFIALT AREA ; ~pE~. ~~~~c ~ , ACCESS FOR ~,~_____TU `1A~D CRUSH ~ i TRACT 9 - ~ ~°m° $
~ 5. DEMOLITION SHALL d! PERFORMED IN ACCORDANCE WITH ALL ~ ~ ~ REMOVE EXISTING ~ h ~ ~ JOE S B~t~`~,i ~ ~
FiDfiRAL, STATri~ AND LOCAL RfiQU1Ri1AiNTS. ~ _ ~ f ? tip. ~ C~NRETE PAD ; ; % ~ BAN4UET P~CE ~
cf B. ALL DEBRIS SNALL BE REMOVED FROM THE SITE AND D~LIVBRQD ~ ~ ~ ~ ~ Tp A LICENSED TRANSRER STATION OR LANDFILL r ~a i i ~t 7. THE TRlNCNES WHERE lXISTING UTILITIES RAVE BEEN REMOVED a,= ~ ~g ~ REMOVC 1 ?~IN~i ~ d~ - ~
~,c• , ~ ~ ~ CONC AR~A a 1 ~ e 1 ~ ~V
° OR RELOCATED SM/LLL BE RECOINPACTED TO 85 °Yo STANDARD ymo---.~,.. j o PROCTOR. n ~ 1 N/~ N/P ~ I ~ Jti~ ti ~~S ! ~ C i , v~ e vy L1..
~ 8. CONTRACTOR SHALL NOTIFY ALL PiRTINSNT UTILITY N/F ~ n ~ ~ I UNpA DANIE COMPANIQi 4B H01lRS PRIOR TO ANY D~CMOLITION WORK. ALL RICKY BENTON ~ Gad 6k. 817, ~ DANIELS RU I s~~T ReNCe~.~Si ' zs~ x ~oo~ . ~ ~ ; ~ oe~s ~ ' ~ ' j4 Jl~~ ' ~ 9`~. ~ot° tl' L • ~y'~..+~ A Ln
~ ~ CONSTRUCTION ~ ~ 4, QUET ,i..,~re ~ 60`"`° ~ ~ L ~.jg r LLJ a°
DEMOLITION WORK SHALL dE COORDINATED WITH LOCAL UTILITY ~ B~ 867• P4 9~ ~ ~ ~ CO~IPANIli TO YINIMIZ! IMPrACTS ON UTILITY DOWN TIME. P~°t B°°k 24~ Poq~ ~N~ t -ice ~_p~ ~ ~3~
r Po„°i'°o'r REMO p~ TINei ENT~e ; ` pC4 ~D ~`:~„s~ ~ ~ ~~~?~n~,.~~ AREA s«~ ~ QL.u
~ ~IiAS! 7 CONSTRUCTION $dQulNCl: ~ ~ i ~ a 1 ~ ME c~ vow
p 1. A PRt-CON$TRYCTION Y!lTIN~i SHALL dL~ HELD SY THE LOWE'$ ~ d'tc4 'v ~ 0~ I~ROJ~CT NANAG~R AND TMB OPBRATGR S ENGINEER PRIOR TO ~ ~ u[~~t~y~e~ yi~,r~ BILLBOARD p ~ _ -~~p~v"' • ~ ~ ~ oM~ ~ cj) L)
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LAND DISTURBING ACTIVITIES. . FJ-+ 2. CONSTRUCT TEMPORARY CONSTRUCTION iXIT~i AT LOCATIONS ~ ~ sHOWN ON THE SWPPP PLAN SHEET. V 3. IN8TAI.L. PERIMETER SILT ~ENGES SHOWN ON TN!! $WPPP PLAN ~ ^ p~ +6 BEGIN CLEARING AND ORUSSIN6 ~PtRAT10NS. CLEAWNG AND Q? ~ ~.1 ` ~1a Wei Rev ~ ~QC. ~ REMO -tSTt1~IG ti~`,~~~~,...'."' . ~i,rr~a oro~- t . ~ - - ~ 'a~ "`'°o' ~ .~s ~ P crrr ~tM`zT~• N°'~. I~AI~+ TE $t ~ ' 8+~~ curd ''"0~ ~ ~ ~ i'~ . ~ - •Qdr v~'"~ - - _ - ~ _ - - " _ ..BIS'1'~1 + ^ 1,! s• c,r a~ e~ a~` o ~ ~O` _ _ v`~0°" _ ' 1 ?p~ Ww .1 * t~ w
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S 3 ..~...r....•• ~ NOIF ~E~ r 3 OAY9 8Ei0RE WOWNG CAII ISSUE DATE: 05/15/07
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REVISIONS PREA D SET /L POST BID SET
• EROSION CONTROL NOTfs: ' ~ EN D O ISSUE DATE L~ ISSUE DATE
1. LANp WST111ta1N0 ACTIVITI¦s iHALL NOT CONMeNCS UNTIL A~~ROVAL DATE DESCRIPTION
TO 00 SO MAS SEEN ItECEiVED dY GOVERNING A1l7`NORITIES. ZTN< GRNERAL CONTRACTOR sNALL STWCT~Y M118Rt TO TMB sWPP~ pROP03ED DlSCRIPTION 0"1-07 40% LOWE"s
DYRINfi CON$TRUGTION OPERATIONS.
3. NO LANp GLEwRINO OR ~iRMINO SHALL sE~IN UNTIL ALL EROSION .~-.$p-~-•-- SILT ~l~NC! W12-07 90% LOWE"S
CONTROL MiASt11t~S HAVS siiN INSTALLED. 4. AI.{. iXPOSSD ARIAS $IIALL iR SB6D~D AS l~PiCIFIi~D WITHIN 14 DAYS O~ LIMIT O!~ DISTUR9ANCE
FINAL 6RADINQa STON! CONSTRUCTION ~q~,~ a~ ~ O'NEII. WALKER
5. SHOYLO GONSTRYCTION iTOP !OR LONGER THAN 14 DAY$~ THE SITE ~NTRANC~ SHALL si iitD~D AS BP~CIFitP. ~ tj ~ ~ Cad 6k. 279. P9. 68S ~SC~ ~ ~ Plat Bk. 1a Pq, 78
8. stO1MtNT AND tROS10N CONTROL IYIUSURas SHALL BE INSPECTED AT ~ ~ ~nu~
LSAST ONCi ~1/SRY 8iV6N DAYS AND WITNtN 24 HOURS OF A RAINFALL ~~'INQ~ STORM ATRItX~ VANCE IGFIT~ ziYp~'~
il(C6~DIN0 O.S INCNt8 DIlRIN6 A Z4-1101JR PiR10D OR IYIOR~ PREgU~NT4Y - - RE4UIRED dY GOVlRNING NPDES GENERAL PERMIT. ALL MAINTENANCE $Y~~ a~,d sus~N DNd 8k.
REgY11tL'p ~Y INSPECTION SHALL COMMENCE WITHIN Ti4 HpYRS AND BE ~ INLET PROTECTION
cow~rEO wrrHiN ~aa HouRS of ~poEer. STORM DRAIN PIPS 7. THIS lLAN SFIALL NOT IIB CONSID~R~D ALL INCLUSIVi A8 TNB ~~NiRAL ~ ~ ' Qa ~
CONTRACTOR SHALL TAKE ALL NECESSARY PREGAYTIONS TO PREVENT' Tp gE RlMOVED ~,,rre ~i ' i ~ , ~ J~, ~ JAMES E. POPE ~ ~ ~ i c~' DNd 8k. 33~ PO• ~
SOIL SlDIMENT RROM LEAVINti THE SITE. 8.6iNERAL CONTRACTOR SFIALL. COMPLY WITH ALA STATE AND LOCAL / / ~ ~ \ ~ o a ~ Plot ~ of 1 Pq. 78
ORDINANt:li THAT APPLY. /
ADDITIONAL llti0a10N AND seDIMlNT CGNTROL MlASIJRES WILT. 4E DIVER:ION DIKE
lNiTALLiD IF pBtMSD NECESSARY sY ON slit INSPiCT10N. 10. IF INSTALLATION OR 8TORM DRAINAQE SYSTEM sNOULD `E S'o ' ~ ~ y~ ~ DOSNIE POPE ~
INTERRU~'TEp ~Y YVEATHlR OR NI~iHTF/LLL~ TH! PIPE RNDS SHALL 0E ~ • ; • ~ • di.ANKlT AND SleDING ~ ~ ~ N JAMBS A. B.tILBY? Jr. ti0 ~ i`~w~a°' ~ 8~ K. SEVERS I~AI~ S1180D1~11 • ~ ~ ONd ek. 340, Pi.~t389 ~ Kr PMt 900K 9 - PA~iE 6S ~ ~ ~ ~f
GOYEIt~D WITIi FILTlR FMRIC. ~ ~ ti 11. COMPACT 8 MAINTAIN 50,000 s4 FT. OF 6" THICK sTONt MATlRIAL ~G~ LAYDOWN AREA a 25' WIDE GRAVEL ACCESS ROAD TO BUILDtNO. LAYDOWN _ ~p~ a Detd 9k. 640 - P~~ 860 t~ ,,~c i ~ a w Q
a ~ 1 ~1 g ~
AItSA TO et LOCATtD SY LaAI!'s PRGJSGT MANAOeR. q • u~' ~ ~ ~ N/f Vd`~ 'v `A Tal Sa~RS' a a Cc, 4 N
12. fiBNBRAI. CONTRACTOR SHALL BE RESPONSIBLE TO TAKi WHATHViR i~, MEANS NECESSARY TO ESTAdLiSH PERMANENT SOIL STABILIZATION. 43. S~~MtNT iHALL St RlMOVSp RROM Till SeDIMtNT tASIN SSI~OIlS IT IS ' ~ ~ 4 w b~e~+bmi JERRY SIEWARTd+?~'{ I 'F' ~ti`ic~?~ ~ i'~~ 0co
mQ
Z5% FULL ANp FROM SLLT FiNCS iBF01l~ IT Is 33 % FULL. 14. ALL WORK TO B@ DONE IN STRICT AGCORD~ANG~ WITH DIVISION ~ OF J L01111!'S $TAND~RD i1TE iPBGIfICAT10NS. 1 75. TNT CONTRACTOR YIJ$T TAKS NiCWisARY ACTION TO MINIMIZE TN¦ DIa JOB'S aLD F'~IDN ~ - ' ~e~~ ~i s`~ 1 ~
os ~HAR-B-QVS'. 11V4'.. °y~ - eed E y~ FEN ~ o`~~O `"~~'~`~d` ~~,k ~ " 8 E,L,.~ E 8.. i R,~E~~~~ ~u waw ,rJ ~ w
TRACKINQ OR MNp ONTO THt fAVRp Re0ApN1AY RROM CONSTRt1CT10N p{pt AREA~3. TM~ GONTMGTOR SHALL aA1LY It~NOV! M11 WSOIL FROM p{~,t PAVSMRNTa, AS INAY s~ 1lSgU1RSD. TNS CONTRACTOR SMALL INSPtCT~ Plat Bk. QS, Py. fA (Lot i'~., 1~~-6• NE ~ „1Mpoo.fvncy ~ MAID - ~i"'P i1Lon'3.i - - ~v~ ,~p~.'~ a c~
Plat Bb. x8, ~'p. St (Lot .1r ; ~r~~~ , , ` r
RiPA1R~ AND ADD STONE TO TN6 STONE CONSTRUCTION ENTRANCE WHEN IT SlCOMES iwTUMTED WITH YYD TO INSNRE THAT R WORKS AS
INT~NOtD. c f
16. THR TOPiO1L sT'OCKPUJ sMA1.L BII GRADED TO DRAIN AND sSRDSD WITH TNT TtMPORARY SEED MIX. SILT REIIIOVED FROY TM81NLlT ~ ~J ~ ES E. ~ 4 p~ pN 1 ~ ~ r~,~t• i ~ ' s_~'; p~ ut~tr i~ .~i~s : : ~ ~ ~a„~._ ~ ro~~a4 ?-Mir p! U6i~tj' U+1 _ _ _ - - - - - - awM ~ ~ • ~ ~ t .
?ROTEGTION AND RROY ItENIND THE SILT FENCEi SHALL 6E PLAGtp ON ~ i~ J i i ditch ~ 1 . LIMIT OF ~ ~
TOPSOIL STOCKPILE. LIMIT 17. T~MPORAItY S6DINIENT CONTROL M~NR~ (SILT FSNC~~ DIV~It~IONS~ ` DISTUR CONS7'RYCTION ~eNTRANCS~ RTC.) s1iA1.L S~ MAINTAINtD DURING ALA. sTURSaNCe . ~ ~ mss' ~ ~ - s ~ s
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fNA~3ES p~ GONSTRYGTION YNTIL TH! COY~LlTION Of ALL
CONS'TRYCTION ACTIVITIa AND ALI. DI=TUItsiD ARC NI?Vi si~N ~q(Y ~ENTON iTASILIZtD. ADDITIONAL CONTROL OtVIGEa MAY dE REQtlIRED DIIRINO
GON3TRUCTION IN ORDlR TO CONTROL eROS10N AND/OR O~rSITE ~ Pa• s» O ~.a.
sSP1Y~NTATION. ALL TEMPORARY CONTROL DiVICiS SHALL Ss It~MOV~D ~0t ~ P0~ d ONCE CONSTRUCTION tS COMPLETE AND Tl18 SITE IS STASILIZSD.
18. TOTAL DISTURBED AIlPJ1 DYWN6 CONSTRYCTION OR THE PRO.IEGT IS ~ ~ ~09~ of Woobs ~ 1 ' ~er~', C ~ X Z to wt • Q
t~ 14.4 ACRES. ~ ~v ~ ~ N
1~. ALL 8LOPES S:1 OR STltPlR SHALL RCCSIVt AN tROS1~N CONTROL s1.ANKtT AND SEiDINO. SLANKtT SMALL N CURLDC OR APPROVED lQUAL. ~ i 1 ~
IN ADDITION. ALL SLOPES WHICH PXCBED EIGHT (8) VERTICAL FEET SH01lLD ~ '~e~ ! ~ 1 ~ F IL w
si sTA~ILIZtD WITH SYNTNiTiC OR V~GiTAT1VS MATS, IN ADDITION TO NYplbOfiiDlN~i. IT MAY BE NECBSSAY TO STABILIZE SLOPES BY TH6 tJSre ~ y~ ~ ~ ~ i ~ f ~ ~ a ,4 d a 441 , '7
OR TRACK WALKINQ~ PRIOR TO lROSIDN CONTROL MATTIING INSTALATI~N. OJT ~ t ~ ~ ~
IT YAY ALiO St NeGSSSA1tY TO INSTALL. TiM~RARY S~~PC DRAINS ~ pYRINO CONS7'RtJCT10N. TtMlORARY ~SRIII: MAY S~ N¦iD DAILY YNTIL ~ TEMPORARY~ jO ~ ~ i ~ - ~ Kl] Ees!° ~t~` sROBERT MEIA ~T~ 6~ j ~ t r r • . ~ 761 j
TNT SLOl~ It sROYONT TO GRADS. ~~a~' ~ DIVER810N1 ~o~ ~ ~ ? ~a ~1 ~ ~ pNd 8k. d90~ ~ ~t ~ . ' 111 ~ ~
Z0. PROMO! SILT E~NC! ANDJOR OTHER CONTROL DEVIC!'~, A~ MAY se v~~,~ ti~~' ~ DITCH i `~BNBGRAp! PAO
RiQ111RBD~ TO CONTROL sO1L EROSION DURING UTILITY CONSTRUCTION. ~,p'~~y~~~~ v ~ ALL pISTY1tsED ARLAS SHALL SE CLEANlD, 6~ED AND STA61WxlD WITH P~~ti~~ v~~ i ( E~VATION i ~ ~ ~ tocwflon o/ ~ ~ f~' gyp' r
ORASSINi IMYSDIATeLY AfTSRT11e UTILITY INSTALLATION. Gti
Z1. iT/1SILIZATION M~1lIt~E sNALL st INITIATtD AS sOON AS ~ PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ~ j ~ of locohd br ~ • ` p~ h, ~ i SaMs d~ Mbprsr, P.d, P.LS » ~ `4'0 ~od\ t INC.
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, QUT IN NO no ~wbN agikhpt doh dots ^vs ~ ~ f J i ~ ~ LOWE'S HOME CENTERS
CA$~ MGR! THAN F011RTlQN (74) DAYS AFTER WORK HAS CEASlD. ~ ?Z. TiMPORARY DIVfiRSiON ~iRMS AND/OR DITCHriS WILT. B~ PROVIDED AS ~ UNDA D u~~~en nue~~ta ~?su~x~RUC't'~e~1 To PROTECT WORK AREAS FROM UPSLOPE ! s,. N~ L 1605 CURTIS BRIDGE RD.
JNDA DANIELS RUSS ~ ~ ' .Ea \ s~. a, o_ eta ~ 9s 1 s ,~ot~~* ~ DISTU'R~ANCE 1~AARK do KENT LOVETT ~ ! . WI LKESBORO, NC 28697
nirrrr ¦v. RNNOFR ANOfOR TO DIVtRT s~DIMiNT LADEN WATER TO APPROPRIATi i y!p va. v~r~ ry. av~ 1 ~ ~e ~ 1 ~ SIZE BM: PK NAIL ~i ASPiIALT DRI~h ~ ` ~ ~ ~ MA s. SPC 83 NOR'~HINC :200691,583 ial (Crfd Coa?df ~ \ , b.'0~ SPC 83 = Y08570.i.432 Feet (t~id Coord' ~ ~ ~ ? o..d e~. s~~, Ps. Aso E~~q~~' W DS
Q TRAPS OR STAiL! 01lTL¦Ti. ~ MARKE 8Y 0TH R i ~ ~ 1336.658.4000 (V) 336.658.3257 (F)
Z3. ADDITIONAL CQNTROL DlVIGls MAY S! It~QY1RED DuRINQ ~ j ~ D s3 ~ so. ~ _ _ _ _ _ - - - - a ~I~ ' r 0.77 ACRES ~1--- - ~ 1 ~ ad? • r MiS MAIMING IS THE PROPERTY OF LOWE'S
~ CONSTRUCTItfN IN ORD!!R TO CONTRGL ILROSION ANDrIOR OFFSIT~ ~ SEDIMENTATION. ~ ~ v~° ~ . aFVAna, (ii .vn ee, _ ~+.s~ ~«t ` ~ . l \ ~ aPe~ ~ Gib ~ ~ HOME CENTERS, INC. ANY USE OR REPRODUCTION IN VMOLE OR PART IS PROHIBITED MAn-WT TM
~ Z4. CONTRACTOR TO REFER TO THE EROSION AND SEDIMENT CONTROL ~ ~ ~,~5 J ~ _ EXPRESSED WRITTEN CONSENT OF LAWS NOW CENTERS, INC. COPYRIGHT 2003 ALL RKWU
PLANNING AND DESIGN MANUAL O!° NORTH CAROLINA FOR DETAILS AND 6 ~ ~4 SPECIRICATIONS FOR TFI< EROSION GGNTROL MlASYRtS OYTLINtD ON ~ ~ N THIS PLAN. ~ a N~ JQ 1 RESERVED
STANLEY INVES?MENTS. LL~ r 8
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~s-essssas xr~2 ~ MAINTAIN
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4, CON~?TRVCT ALL Gtllts ANO GuTTEIli liUTTBR INLlTS~ AREA ~ ~p ivMianp 'I - - - - - - - - - - r Mre ~ ~ ~
INL~TS~ AND STORM S~MI~R MANNOLES~ AS SHOWN ON THE PLANS. i ~ o„~,a,a INLR I~R4TECTION MAY ss RRMDY~D'T~MPORARILY FORTNIS " ` o, i1AOVB - C--~~
p GONBTIWCT~ON. lLAG~ R~YIRHD RIPRAP AT LOCATIONS 8NOWN EXIiTiN~i ~
a ON TH! PI~Ni. ~ ~ S. INiTALL WL!'rlOUT6l1' ~ROT~CTtON ~T TNt LOCATIONS X1.1. ~ MOUNTABLE GRAVEL pWVB i QFVER3tON ; i ~ ~ i CONSTRUCTION ~ ~ P• S ~
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TO DO SO NAi IIEEN RECEIVED <Y GOVERNIN~i AYTHORITIES. PRE-BID SET /L POST BID SET ISSUE DATE ! ISSUE DATE
2.THE 6lNERAL CONTRACTOR sMALL a7'RICTLY ADHERE TO TNIt SWP~~ pROP08ED DESCRIPTION DATE DESCRIPTION
pYRIN~ CONSTRYCTION O'ERATIONS. 3. NO LAND CLlARtNQ OR tiRAplN~i SHALL d6~i1N UNTIL ALL ERASION •••-•SF-w~- sILT P~NCL
CONTIbOL YSASt11t~S NAVE ~B~N INSTALLED. 06-01-07 40% LOWE"S
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5. SHOYLp CONSTRUCTION STOP !~R LON6ER TNAN 14 DAYS THE SIT! STONI! CONSTRUCTION ~ "TISQN TRAIL" N/F 0
SMALL Bit SREDED AS SPECIFIRD. ENTRANCE ~ ~ / O'NEIL WALKER
6. sLDIMiNT AND ~ROaION CONTROL MtA$UR@s s11ALL Ss INSPiCT~D AT LSAT ONCQ AVERY SiV~N PAYS AND WITHIN 24 HOURS OF A RAINFALL ' - - - - - ~~~NG STORM '~J ~ ~ ~ Daed Bk, 279, Pg. 685 ,•J'`~ NSF , ' ~ ~ ~ / ,r r, Plot Bk. 15. Pg. 78 ~sC~
DCCBBDING O.S INCMBS DYRIN6 A Z4MOUR PERIOD OR IAOR~ FREQYENTLY ~ - - - - - - - PATRICI WILLIAM PATRICIA VAIy~.4W?Pf`HT, ~ ~ ~ Lot 2
11~ REQYIRELI dY fiOYERNING N'DES GlNEML rERMiT. ALL. MAINTlN/WGE $Y~~ REQYIRlD SY W~PRCTION SHALL COMMENCE WRHIN T~4 HOURS AND sE ~ INLET PROTECTION WILLIAM' ~DDY VANCE, Jr. ~ ~ ~ j b' ~ J r
COMPLETED WITHIN 48 HOURS OF REPORT. ~ and SUSA ~ ~ 1 d SUSAN( VANCE GRANTHAM Deeds Bk. 730. Pg, 452 ~
7. THIS PLAN 3NALt NOT SB CONSIDERBD ALL INCLU8IV~ AS TNQ GIiNBRAL STORM DRAIN PIPS CONTRACTOR SHALL TAKE ALL NECESSARY PRECAYTIONS TO PREVENT / ~ ~ , I~~ Tract 2 ~ ~ /
SOIL SEDIMENT FROM LEAVING THE SITE. ~G~~GG~~GG~ TO BE RlMOVlD / JAMES E. POPE
8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL x,1,6 ` Deed Bk. 338, Pq. 1
' ORDINANCES THAT APPLY. 9. ADORIONAL eROS10N AND SltD1YlNT CONTROL MEwSURlS WILL d! ~ DIVER,s10N DIKE ~i / i I r Plct Bk. 15. Pq. 78 ' Lot 1
INS1'ALL~D iF D~EMtD NECESSARY sY ON slTS INS~iCTlON. r
10. If INSTALLATION OR STORM DRAINAGE SYSTEM SHOULD Be INTERRYr'TED SY WEATHER OR NItiHTfALL~ THE PIPE ENDS SHALL d~ ~ • ~ • ~ • ~ • dLANKlT AND :EEDING i r " ~ ~ , - '1 r I JA)!ES A. BAILEY, ?r.~ t
covsiuo rmrH p~~TeR ~wsac. ~ ~ / ~ ` ~ ~ ~ DOShIIE POPE J
11. COMPACT i MAINTAIN 30 000 sq. FT. OF a' THICK sTONt MATERIAL / ~-.es- - ' ~ 111; ~ t } Daed Bk. s4o - P~. aeo ~ , ~ . ~ ~ RIRRAP APRON \ 1 b` 11'~ 1 ~ ~ ~ ~ ' ~ r' Deed Bk. 340 P .399 ~ 8. K. SEVERS LAND SlfBD1Yt~0l1 - ~ ~ ~ g r ~ PUS BOOK 9 -PAGE 65 ~ ~ .
LAYDOWN ARiA 6 2s' Wlpt OMVBL AGCESB ROAD TO BYILWNG. I,AYDOWN ~'~,e~ ARSA TO Si LOCATSD iY LOWE's PROJECT MANAO~R. /8a ~ / N/i THIIRSTON SELLERS ~ ~ v-. x=
1Z G~NBRAL CONTRACTOR 3NALL BE RESPONSIBL@ TO TAKE WHATiVBR - ~ MEANS NECESiA1tY TO ESTAdLI8H PERMANENT SOIL STABILIZATION. ~ ~ ~ D_,~~61NCNES 11,~ ~ .,..~z r' ~ ~ ~ I N .or. Z Q
13. sl~IMlNT SMALL d! RCMOVlD FROM THE SlDIM~NT BASIN sEFOR! R IS ,1 `~1~~ ~ 9 IN~t1ES ~ l 11~ ~.r / ~ ~ ~b b ~ N/F ~ (n W .5 Q Z ~
25'J~. ROLL AND FROM SILT FtNCE BEFORE IT IS 33 7e FULL ' ` ~ Pr~gin~ac ?~'ct 1~ICKNE88 ¦ 141NC ~ ~ ~ JERRY STEWART I N ~ N/F T~STON SELLERS
14 ALL MIORK TO BE DONE IN STRICT ACCORDANCE MIITN DIVIif10N 2 OF ~ LOWE'S STANOiARD SITE SPECIFICATIONS. J08 S OLD F.~.~HION ~~`.,MIN. LENQTH ¦ 6 FT.~ ~ ~ ~ ~111~ i ~ / ~ ~ I ~ ~ ~ Z .14 ~NQCQ C1.Z O Q •40
1S. TNe CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZt TM! D TRACKINQ OR MUD ONTO TH! PAV~p ROADWAY RItOY CONSTRUCTION ' ~ per. AREA~~. TNt CONTMCTOR SHALL DAILY RiMOV! MUD,IS~IL RROY BdR--B, $'t7E, INC. LENGTN ~ 16 FT. ~ Y N
Deed},.87~: 557 P;?. 923 ~\\'~~------,q6~` \ ~ ~ i / ~ J --96 ~ / N
PAVEMENTS. AS MAY Si II~4YIIt~. THt C~NTMCTOR aNAL1. INSP~CT~ ~ ; 'cw't ,.tat 9k. 88. P9. B~Z~Lot 1} ~ ~ 1 ~ l ~ ~ ~ . ~~~r ~ ~ ~ 1 ~ q1~~+ W Cp.. C?
RPPAIR~ AND ADD STONE TO THB STONE CONSTRUCTION ENTRANCE WHEN ~ i / ~ i / / ~J~\ T C r
IT elCOYFi i~ATYRATED WITH MYD TO INSYRE TFIAT IT WpRKS A,S /i'~ ~ 'td
INTSNDR0. ~ ~ 16. TNt TOriO1L s'TOCKPIL,s ~11ALL RR 6RADiD TO DRAIN ANp S<tDSD ~ x ~ ~ ' . ~ JAMS E P~'E I .V' p~6J&c~jWlyt'4 958 \ ~6'
WITH THE TtMPORARY sB~D MIX. SILT REMOVED FROM THE INLlT ~ ~ /
lI~TEGTION wNp RROM dEHINp TH! SILT I~ENCL'S SHALL dE PLAGEp ON TOPiO1L iTpCKPILE. ~ 1 ~tIM1 17. TsNPORARV S~DIMSNT CONTROL MiASUR~S (SILT FtNCi~ DII/~R~SIONSi ` GONSTRNCTION lNTRANG~~ RC.) sNALL s~ MAINTAINED pYRING AFL ~ IP ~ j~ / ~ n~' JAMES E.POPE • ` _ ~ JAMES E. ~
~tIM~T OF ~ ~P t 1 ~ .tch ~ ~P' ~ ~P ~ r rsTURSaNCE ,P / ~ i ~ - ~ / ~eepd~8k~.1.'340• ~ ~ _ POPE
PNAiE= OR GONiTItVCT10N 1lNTIL THE COMl~Lt'1'ION O!~ /LLL CONSTRUCTION ACTIVITIls AND ALL Dls'TUIlSRD ARIAS NAVe SltN N/F' ~ t~ ~w
8TASILIZED. wDDITiONAL CONTROL DEVICES MAY tE REQUIRED DtlRlNG RICKY BENTON o
CONSTRUCTION IN ORDLR TO CONTItiOL EROSION ANDofOR O~ESITE Daed Bk. 667, Pg. 977 stpIMSNTATION. ALL TEMPORARY CONTROL DEVICES SHALL s~ !lEMONSD Plot Book 24, Poge 6 r
ONCS CONSTRYCTION is COMPL~TS AND Tics SITi 1$ ST/1lILtZSD.
18. TOTAL pISTYRRED wl!!A DYRINO GON8TRYGTIpN OR THe PROJlGT Is +/.14?A ACRES. f 19. /LLL SLOPES 3:1 OR STEiRtR SHALL RECEIVE /?N EROSION CONTROL / e~
1, $ \ p ) ~ h~''~~, ~ C O XZ •
sLANKR ANp S~tDINO. `LANKR SHALL N CuRL~I( OR MPROV[D EQUAL ~ IN ADpIT10N, ALL SLOPES WHICH ~JCCBED EIONT (8) VERTICAL FEQ'1' SHOYLp ¦e iTASILIZSD WITH sYNTN~T'IC OR VSO~TATIVE MAl's~ IN ADDITION TO ~ ~ ~ ~ C N
o o
NYpRQiSEDWQa IT MAY BE NECBSSAY t0 STABILIZi SLOPES BY THE NSe
OR TRACK MIALKINO PRIOR.Tp EROSION CONTROL MATTIING INSTALATION. R YAY ALiO ~S NlCesSARY TO INSTALL TtY~ORARY SLOPE DRAINS I f I ~ ~ v
pYRINO CONiTRYCTION. TtMPORARY iSRM~ MAY SS NiiD DAILY UNTIL E`er ~ ~ ~ ~ ~ ' ~ ,I ~ N~ ~ o ~ ~ 'r ^ ` ROBERT T. MEMORY sit
TNt iL01?t li tROYIiNT TO QRADt. 20. 'ROVIp~ i1LT ~tNC~ AND/OR OTN~R CONTROL pMCdi~ A~ MAY t! I \,1 \ N/F ROBERT T. MEMORY pead Bk. 696, Pg. 761 ~ ~ co
RQQYIRQa TO CONTROL SOIL EROSION DURING NTILITY CONSTRUCTION. s ~ deed Bk. 696, Pg. 764 ~
ALL pISTU1tSlD AREAS SHALL SE CLEANED, GRADED AND STAd1UZED WITH - ~ # i ~ ' IP ~ -..-e` ~
tiRAii1N0 IMYtD1AT/LY APT~R TNt 1lTILITY INi7ALLATION. Z1. sTABILIZATION M~ASURRS sMALL as INITIAT¦D /?s sOON As I t ~ 1~ i~ ,1 ,VIII I) i j 1 r 4 ,J
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION I~ r ~ ~ '1. ~ 1 ~ ~ ~ ~ s~ \ ~ ~ P.F.L. ~ '100.0 ~ ~ ~ ~ r ~ ~ I ` L' j , ti.~~.
ACTIVI'iIES HAVL° TEMPORARILY OR PERMANENTLY CEA$ED~ ltUT IN NO CwSE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED. ~ i ~9 ; ~i~,'{L,
ZZ. TSMPORARY QIVERSION PiRMS AND/OR DITCHES WILL BE PROVIDED AS f I ~ _ ~ -95'x.....____-...-_-•• ..~r•-„~,`r ~ _ L~ ~ r ~ n LOWE'S HOME CENTERS, INC.
N~BP~D pYRINO CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE i UNDA D LINDA DANIELS SS ~ ~ ~ ~ I I ~ % ~ LIMIT OF ` - r . ~o I / l lr,Tlck r%r%
RYNOFF ANWOR TO DIVtRT iiDIMiNT LADiN riATiR T4 APPROPRIATi ueav arc, c~r>*, r9, jai ~ ~ ~ ~ . , ~ I ~ i DISTyJ~RBANCE MARK & KENT LOVETT ~ I oug Wf% 1 10 ii1V WC rw.
~ Twus oR srws~e ouT~ers. I Z3. ADDITIONAL CONTROL DlVICES MAY SE RE61111RED DURING • ~ pc- ~ ~ ~1 Deed Bk. 677, Pg. 180 r WILK ESBORO, NC 28697
o CONSTRUCTION IN ORDlR TO CONTROL EROSION AND/OR OFFSITE / ,4, ~-+r~ $ iDIM ~NTATION. /'ry~~ ? ~ Y / / ~ ?r • 336.658.4000 (1) 336.658.3257 (F))
ti ~ . ~ ~ ~ ~ ~ i ~ r ,1 ~ I ~
~ T.4. CONTRACTOR TO REFER TO THE EROSION AND sEDIMBNT CONTROL ~ PLANNINIi AND DESIGN MANNAL OR NORTH CAROLINA ROR DETAILS AND ~ ~ ~ ~ ~ ~ o I, ~ ti ~ ~ ` TES DRAWING IS rrIE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPROCUCTION
iP~GIl~ICATION; FOR TNT eROS10N CONTRLIL MSAStIRlS OUTLINED ON . r , s'' ~ 1 IN WHOLE OR PART IS PA MINTED Vk4T I1 Vr THE EXPRESSED WRITTEN CONSENT OF LOUCS HOME
N THIS PLAN. 24 HOUR CONTACT -JOHN WITNERSPOON • LOWE'S HOME CENTERS ~ I ,Ay. ~ ~ 1 l i ~ ~ t CENTERS, INC. COPYRIGHT 2003 ALL PJGHU RESERVED
,a; 336.982.5843 N~2T2 ~ 0~ Gb r ~ . ~ / ~ ~ ' I , ~ 5TANl.EY INVESTMENTS, LLC \ ! !
~ RRl~~It TO SROSION CONTROL Os7'AJL SH~iT FOR ADDITIONAL NOTES. ~ I / - _ r' r` / /r / ~ f~ r ! / ' ~ j?'~ Oeed Bk. 873, Pq. 933
t r! J l I' j ~ ~
~ - i~ 1 ,r r ! !r r / r i . n. I r ! r ~ r r .ri .r. l % r~ F J rr /'r , ` r/ / r ! y.•,t ii~tt ~ ~ ~ , I %Y / / ;~s;iJ•~P:`R. / ~ / f ~r 1:.., : kr ~ . flt! ~ / I: w+... 1 ~ r' / f J/ r A ; r / / ~,.rr ~ / i~ f F i~ / I / ! ~ 1/~ r/ rf / ! ~ ~ I fr ,I ~ r / ~ ! . / 1w. / ! ! at` t r1 / .~f ~?.-.L /I ~ I I / ~....I.. 1...4..r:.aL.,.: .<....i-..~. / ~ ~..~...G..i...~...t..~. ..i ...iG....~ .r...s....,..:w
• ~ .MS I. .w~ir.~avl~w.~+...li.. ' rA.. ir~..MnAI r{...~wl k . r • ~ V w ~ .rwr+a..... ..w....~ .....rw`w.~...w......rr.......r.+ wwtir,~.ti ~~i.. w~.r~...+w..o ~ p N~
. ~ ~r 1 . .MMPMM~~r I i STANLEY INVESTMENTS. LLC 'p ~ Dead Bk. 780, Pg. St4
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a I r . 3 r • ~ 1 yw . •~M 1 ~ w+ . ~ ~M 6~ ~ I ~ ~
N pEU,se a coNS~rRUCrioN sEOU~NC~ • ~ ~ ' f,. ~ 1 ~ o,V~ ~ w N/F
V L REMOVE INLiT PROTECTION AROUND INLiTS AND MANNOLi~S NO t , t..- 1 ~ ,,•-94 ~ STANLEY INVESTt.AENTS, LLC
y MORE THAN 48 HOYRS PWOR TO PLACING STASILItiD BASE . 1 ~ ~ ' .~1'O ~i:l .r ` o,r., ~ i Deed 8k. 802. Pg. 211 ~ ,
COURSE ' ~ 1 ~ ~ yr+ ' ~ , ~ ~ rte' ,sd ~ ~ s~~r Face . ~ -
2. INSTALL SAfs MATQRIAL A$ RE4VIIttp ROR PAVEMENT. I 3. CARRY OUT FINAL ORApING AND S~SDINO AND PLANTlNQ ~ ~ i ~ ! ` 1 ~ . \ /rr,~
4. INS~lCT ANp CLEAN STORM DRAlNAOE sYSTEY. ~r~ ~ \ ~ ! ~ v
RiMOVi SILT FENCING ONLY AFTtR ALL PAVtNO 1~ COMPLET'E i ~ 1 \ 1 I
O AND EXPOSED SURFACEa ARE s7'Ae1LIZED. a 6. REY~VE TeMrO1tARY CONSTRYCTION EXITS ONLY PRIOR TO i ~ 1 ~ ~ ~ ~ ' / ~ ~
PAVEMtNT CONiTIWCTION IN TNdSE AREAoS (TH/S~ AREAS ARC TO ' \ \ 1 ~ 1 ~ ~ ~ ~ t ~ ~ r t ~ ~ f ~ / I~ I ~ '^~-,s6,-. S. P. STANLEY
~ PAN~p LAaT). ~ 9i.~. ~ ~ ~ 91, / ~ ~ ~ 1 ~ ~ 1 ' ~ 1 Deed Bk. 187, Pg. 085
1 ~ 1 ~ ~ 1 1 1 . I~ 1 w~.~ ~ ~ ~ ~ ~ Deed Bk. 216, Pq. 118
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n N/F ~ ~ LTNAA DANIEL ;4 ~ DANIELS BUSS ~ IP 'P ~ IP ~ `tea ~ - ' J m
RICKY BENTON j R De~ Bk. 817, ~ Bk. 817, P .931 4 ~ { ~ ~ „'~i , i W o 0 Lu
F- Dead Bk. 667, P~. 977 ~I~~~` Z Plat Book 24, Po9e Q ~I ' ~ - ~ • ~ r. w ~ i~~w ~ f \ ~ r-~'' Ly 0
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,.,y~~, r MA AAL
s 3 ORIGINAL ISSUE DATE: 05/15/07
~ S ~ ~ ~ .•A~' TOLL FREE t-000-632-4WN PERMIT SET
GRAPHIC SCALE ISSUE DATE:
w ~ ~ ~o ao eo »o zoo CONSTRUCTION SET
N N/~ r t1E 1~i~MOWO Y1URI.~IIOM1 NAK IEfll tOC+NW mommili I ISSUE DATE:
~ WOW- WELLS PROP LS PROPERTIES. LLC flQl FUR 9119my im AIR ummmi f? 1w *Atvm "a w QIIA Wla *AT row ~ AMC& A URAM Sim" COMPOK ALL am VWTU N n+c ~DRAWING NUMBER:
M / Deed Bk. 71 N Tract red Bk. 701, Pg. 136 Tract One vow cm A: ve aorc~oR nMma Nat r~Alptw At SDW AN: N IW CNACT LOCAMN A~ K « Y "AT
1~1? MK uOQ~AlQ AOOUM~IY Ai room "M ~w+ t. Tic MN- MA «QT n+ W 60 Ian
a C: 8.

•
REVISIONS
PRE-010 SET POST BID SET ISSUE 0A'M ISSUE DATE
BPF~QC#NIQ DATE DESCRIPTION
6,io TEMPORARY SEEDING 6,11 PERMANENT SEEDING s~~ Use the Key to Perr?nnent Seeding Mix Definition ControlUng runoff and erosion on disturbed areas by establishing perennial appropriate seed{ng mixture based on ding Mixtures (Table 6.llb> to select the Host Hybrid Bernudagrnss cannot be grown fron seed and Must be planted ve8eta- eta-
~ed on the generot site and Maintenance factors. tively. Vegetative Methods of estnblishinp coMr~on and hybrid Herr?udaprass, 'p -
Definition Planting rapid-8rowinp annual grasses, sMO.ll groins, or leguMes to provide !n- vegetative cover wtth seed. A listing of•species, including scientifk Append(x 8.02 (refer to N.C Erosion an Purpose To reduce erosion and decrease sedtMent yletd from disturbed wrens, o,nd to per- ManunlJ .tentifk naMes and choracterlstics, Is Iven in centipedegrass, and Bahiagrass include sodding, plugging and sprigging CChap- sion and Sedir~ent Control Planning andaDeslgn ter 3, Vegetative Considerations- N.C, Erasion and Sedinent Control Plnnnln8 and Deslpn Manual). Sprigs are fra$nents of horizontal SteMS Which b~ctude
itial, teMpornry cover for erosion control an disturbed areas. Manently stablUze such wrens in a Manner that is econoMicai, adapts to site con- at least one node C,jolnt>. They are normally sold by the bushel and can
Purpose To teMporarity stablUze denuded areas that w0.l not be brought to final grode oUtlons, and allows selection of the roost appropriate plant Materials. either be broadcast or planted In furrows using atractor-drawn tobacco
for n period of More than 30 working days. C TQMpornry seeding controls runoff and erosion until permanent vQgvtation or P Install necessary mechanical erosion a Conditions Where Fine-graded areas on which perMnnent, long-lived vegetative cover is the most seeding, and coMptete grading accordin Practice Applies Practical or most effective method of stabilizing the sotL Permanent seQdin9 ~~~«•Ilfi«• needs Shpuld be deterMi ray also be used on rough-graded areas that will not be brought to fMal grade forMed free of charge by the North orlon and sediMentntion control practices before or vegetable Transplanter. ccording to the approved plan.
deterMined by soil tests. Solt testing is per- should be 4-6 Inches deep and 2 ft. apart. Place sprigs about 2 ft. aga North Carolina Departnent of Agriculture soil test- ~ t~ row with one end at or above ground level (Figure 6.Ild). Ft. apart
other erosion control Measures can be estabUshed, In addition, It provides residue for soil protectlan and seedbed preparation and reduces probleMS of Mud for a year or more. ing laboratory. Directions, sariple cart Areas to be stabilized with perMnnent vegetation rust be seeded or planted through county Agricultural Extension
and dust production front bare soil surfaces during construction. e cartons, and InforMatlon sheets are available tension offices or from NCDA, Because the Solt Surface
Conditions Where On any clenred, unvegetnted, or spnrsely vegetnted soil surface where vegeta- within 34 working days or 120 calendar days after final grade I5 reached, unless NCDA 5o(t test(ng lob requires 1-6 wee teMporary stabiUzation is applied. Must be plonned well In advance of fin Planning Vegetation controls erosion by protecting bare soil surfaces from raindrop IM- nercial laboratories, -6 weeks for sample turn-around, sar~plfne
Practice Applies t~~e cover Is needed for less than 1 year. AppUcatlons of this practice Include diversions, daMS, teMporary sedinent basins, teMporary road banks, and top- of final grading. Testing is also done by coM- 2'
' soil stockpiles. Considerations Pact and by reducing the uelodty and voluble of overland flow. When sail tes#s are not ovcilablQ, Fotl The most cor~roon and econo~lcal means of stabtUzing disturbed soils is by specifkation sheet for the Seedinfl hi seeding grasses and legumes, The advantages of seeding over other means of AppUcatfon rates usually fo,ll into the aQ, Follow rates sue9ested on the indtvldual
rdinfl Mix chosen. . " " ' " , " " "
Planning Annual plants, which sprout and grow rapidly and survive for only one season, estabUshing plants include the smaller inltiwl cost, lower labor input, and greater to the followh~g ranges' pp~CT N~OF~CT
Considerat(ons are suitable for estabUshing (nltiat or teMporary vegetative cover. TeMporary Flexibility of method. The disadvantages of seedin8 include ,Ground ogriCUlturpt Urtestone ne
seeding preserves the integrity of earthen sedlMent control structures such as dikes, diversions, and the banks of dams and sediment basins. It can also reduce potential for erosion during the estoblishMent stage, Ught-textured, sandy soils 1-1 1 the need to reseed areas that fail to establish, Heovy-textured, clayey solls~ 2-3 1-1 1/2 tons/acre F~r~4~d Proper placvMQnt of grass Ilse 2-3 tons/acre sprigs. Each sprig should have at least one • rr
the aMOUnt of maintenance associated with these devices, For example, the fre- seasonal li~ftations on suitable seeding dates, and Fertilizer node (roodlFied front NCAES Bulletin AG-69>,
quency of sediment basin cleanouts wiU be reduced !f watershed areas, outside the active construction zone, nre stablUzed. a need for water and appropriate temperatures during Grasses 800-1200 lb/acre of 10-10 gemination and early growth. Grass-leguMe nixtures~ B00-1200 lb The probabiUty of successful plant establlshr+ent can be MaxiMized through /~pp~y ~ ~ } evenly and incorpora good planning, knowledge of the soil characteristics (Table 6.1 la>, selection of by disking or other suitable Means. Op suitable plant Moterials for the site, good seedbed preparation, adequate UMMg using a hydroseeder, apply Une and fe and fertilization, and tiMely planting and nvintenance. if 10-10-10 <or the equtvatent) V Z' V
Proper seedbed preparation, selection of oppropriate species, and use of quality -1200 lb/acre of 5-10-10 (or the equivalent) Bro~de~N sprigs at the specified rate (Tables 6.lir and 6.lls -refer to N.C. Erosion and Sediment Control Plannlne and Deslpn MonualJ Press Into the r Z Ica <
seed are as ~Mportant In this practice as in Prnctice 6.11, Permanent SQeding. :orporate Into the top 4-6 lathes of salt top 1/2-Z Inches of soil with a cultipacker or with n disk set nearly straight so ~i8ht so o
Failure to follow established guideUnes and recommendations carefully May result In an Inadequate or short-lived stand of vegetation thnt will not control ans. Operate Machinery on the contour, When that the sprigs are not brought back to the surface. and fertlUzer to a rough, loose surface. U
erosion, ~1110N 0 Cy 0 0 CD 10 ZQtl~ d ~ QUNr°~
Temporary seeding provides protection for no more 'than 1 year, during which Fiouplwn cccordlnp to Practice 6. ~LECTNQ PL.AK~ IAAI'BilALB :tlce 6.03, Surface Roughening, Moisture is essential for seed perMination and seedling estnbUshroent, Sup- ptenental irrigation can be very helpful in assuring adequate stands in dry cA . as Y ~.rl
time perr?anent stabfUzatton should be Initiated, CUr~ate, sails, and topography are the na,jor factors affecting the suitability of CoMplete seedbed preparation by brea plants for a particular site. All three of these factors vary widely across North 5r?ooth, uniform swrfnce (slopes less Caralinn, with the Most significant contrasts occurring aMOng the three na,jor can collect water. Broadcast seed Int physiopraphic regions of the state-Mountains, P1edMOnt, and Coastal Ploin. been sealed by rainfall. ~y breaking up large clads and raking into a seasons or to speed development of full cover. It Is a requirement for fine tur Ine turf •C: N v pion C 0 *X;
Specifications Cor~ptete grading before preparlnp seedbeds and install all necessary erosion less than 34), Fill In or level depressions that establishment and should be used elsewhere when feasible, However, Irrigation eed Into o freshly loosened seedbed that has not is rarely critical for low-nafntenance vegetation planted at the appropriate time Ae time Q 0
control practices, such as dikes, waterways and basins. MInlMize steep slopes because they rake seedbed preparation difficult and Increase the erosion of the yrar, C
hazard. If soils become coMpected during grading, loosen then to a depth of 6- To ziMpllfy plant sQlectlon, a Key to PerManent Seeding Mixtures Is presentQd Water appUcetlon rates Must be carefully controlled to prevent runoff. Inade- Inade- ?Men-
8inches using a ripper, harrow, or chisel plow. In Table 6.llb Crefer to N.C. Erosion and SedM~ent Control Planning and ~~q ~ 9wen the seaUnp Mxture Mxture s eclficatlons orP designated as 'b¢st' quote or excessive arwunts of water can be rare harr?ful than no suppteroen- carrled out within thQ 'b+~st' dotes have a tai watQr.
BEAD Pfl6'ARAl10N Good seedbed preparation is essential to successful plant estabttshroent. A good Dasign Mnnunl). To find seeding specifications for a specific site, follow this key or 'possible`. Seedings properly cprrle through the different steps-region, slope, soil, and Maintenance level-to the a high probability of success, It is ats t is also possible to havQ satisfactory Maintenance Generally, a stand of vegetation cannot be determined to be fully estobUshed Ished >Ct
seedbed is well-pulverized, loose, and uniform, Where hydroseeding methods appropriate seeding nuMber. Seeding Mixtures recommended here are designed e5tabtishMent when Seeding outside th for general use and are welt proven In practical field situations. They are designed You deviate iron ther?, the probability ~Ide these dates, However, ns until soil cover has been rwintnined for one full year from planting, Inspect ~babilfty of failure tncreoses rapidly, Seedinfl on seeded areas for failure and Make necessary repairs and reseellnps within the n the
are used, the surface rwy be left with a more irregular surface of large clods and stones. to produce MAXIMUM stabilization and ~1niMize the amount of r~alntenance the last date shown under 'possible' and repair required. Always take this Into 4000Unt in sChe Land ws is a priMary consideration in planning permanent seedin s. For this ~ ~ for perManent seeding 9 Inspected by the North Carolina Crop ~sible' May reduce chances of success by 30-30Y., sane .season, if possible.
n scheduling land-disturbing activities. R~dlnp - If a stand has Inadequate cover, re-evaluate choice of plant nate- .ate-
L,lm~~p- Apply UMe according to soil test recor~r~endatfons~ if the pH Cacldity> of the soft Is not known, an application of ground ngriculturat UMestone at the aeding whenever possible, Certified seed Is rims and quantities of UMe and fertlUzer. Re-estabUsh the stand after seedbed i Crop ImproveMent Assodntlan. It Beets preparation or over-seed the stand. Consider seeding teMpornry, annual species eedbed species
rate of 1 to 1 1/2 tons/ncre on course-textured soils and 2-3 tons/acre on fine- purpose land use, whether residential, industrial, car~r?ercio.l, or recreational. published North Caroline StAndards an can be divided Into two general categories label (Figure 6.ilb>. rds and should bear an official 'Certified Seed' if the tiMe of year is not appropriate for permanent seeding (Practice 6.10, TeM pornry Seeding -refer to N.C. Erosion and SedN~ent Control Planning pad .10, Teri-
textured soils fs usually sufficient, Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be lined. Huh-mdMNw?o~ was are Mowed frequently, UMed and fertNlzed Design Manual.> .
F~rlit~r - Base application rates on soil tests. When these nre not possible, regularly, and either (1> receive Intense use <e.g., athlQtk fields) or C2> re-
apply a 10-10-l0 grade fertilizer at 700-1,000 lb/ncre. Both fert~(zer and Une quire r~alntenance to an aesthetic standard <e.g., hoMe lawns). Grasses used for these situations are long-lived perennials that forts a tight sod If vvgQtatlon falls to grow, soil by must tQStvd to daterMlnQ If acidity or nutrl bhbetance K responsible. O tM- ~ r nutrient V ,
should be incorpornted into the top 4-6 inches of soil. IF a hydraulic seeder is used, do not r~ix seed and fertUlzer More than 30 Minutes before appUcation. and are free-leaved and nttract~ve In appearance. They Must be Welt- 0 CF
adnpted to the geographic area where they are planted and able to endure the strQSS of frequQnt n~owing. Sites wherQ Wgh-maintenance vegetative F an- On the typkal dlsturbQd site, full estabUshrient usually rQqulres refertlUzatlon In the second growing season. FFne turf requires annuo.l nnin- S taa N In-
&~fa~u rv ~p - If recent tillage operations have resulted In a loose sur- face, additional roughening may not be required except to brook up large clods. cover Is desirable Include hoMOS, Industrial parks, schools, churches, and recreational areas. tonnnce fQrtlUzntlon. U~Q roll tQSts If possiblQ or follow thQ guldallnvs given ven MM
If rainfall causes the surface to become sealed or crusted, loosen it ,just prior to • for the specific reQding Mixture. Q. M w
seeding by disking, rnking, harrowing, or other suitable Methods. Groove or fur- row slopes steeper than 3d on the contour before seeding <Prnctice 6,03, Sur- Lew-nNhtaNno~ana~ are Mowed Infrequently or not nt all, and do not arr.roar.~.e, receive lMe and fertlUzer on n regular basis. Plants must persist with Ut- „"~!.'r~;',~ tlQ Maintenance overlong pariods of tIMQ. Grass and legume mixtures arQ wrwwrtir.~ .~r+.....rk. favored for these sites because leguries are a source of soil nitrogen. «~ur?~.~,.rr .oar. r.er..Ke.r«or ~~iwa woe ~~w
face Roupheninp>. i Or Y Mi fw~ ~ Yt Wd tr Ma1Q r ne r~ r1~r arllpYr rie pwn ~
PI,AK~ 9B.~TION Mixed stands are also More resistant to adverse conditions. Sites suitable w~ for tow-r+nlntenance vegetation Include steep slopes, streaM or channel N,~~ banks, soMe cor~r~erclal properties, and 'utlUty' turf areas such as road- ~....a.. ~x> . wr..aa
Select an appropriate spsdes or species mixture for seeding In late winter and early spring WN IN NORTH CAROLINA ~~~e R Lba
In the Mountains, Decerdoer and January seedings have poor chances of suc- banks. "••t"'~ a' atm.. c.~oo. cx> . . Table 6.11 p 3eedir~ No. Spedesl Rate (b/acres 1CP for• We~-to Poorly No.
toss. When it is necessary to plant at these ttr?es, use recoMr?endations for fall v.ea sna a> . ~ PREPARATION w,~~.. cra . o~•. ~ . Tall fescue 60 ~,8~ ~ Orly
and n securely tacked Mulch. The soil on a disturbed site Must be aMended to provide an optiMUr~ environ- if°`- °D a~ ' Pensacola Bahiagrass 50 k*d
8EEDWQ ~?ent for seed gerMinatlon and seedUng growth. The surface soil rust be loose ~x enough for water infiltration and root penetration. The pH (acidity or alkaUnity) ~t ~ - Sericea lespedeza 30 NI016t~'e RRt811ti0rd LOW LOW
Evenly apply seed using a cyclone seeder (broadcast), drill, cultlpacker seeder, or hydroseeder.Brondcast seeding of the soil Must be such that it fs not toxic and nutrients are available-prefers- c.rs. ?w, N,'_ Kobe tespedeza 10 MBhtOf1~1C9 LOWE'S DOME CENTERS, INC.
and hydroseeding are nppropriate for steep slopes where equipment cannot bly between 6.0 and 6.5. Sufficient nutrients-added as fert~llzer-~?ust be r 4anx ri iaTia RQirwtr. on ~
E be driven Hand broadcasting is nat reconr~ended because of the difficulty in Nr v~cr~~. Vendor... sesclin~ note aYMY vva\..., va.ivvam ¦la4/• WILKESBORO, NC 28697
d achieving a unlforn distribution. lf') It Is os IMportant to add UMe as to add fertlUzer. Ur?e Is used prlMarlly as a pH, 1. Front Sept, 1- Mar, i, use unscarified sericea seed.
SMatl grains should be planted no More than 1 inch deep, and orasses and or acidity, Modifier, but it also supplies catcluM and MagnesluM, wh(ch nre in- portant plant nutrients. By increas(ng soil pH it also Hakes other nutrients More 2. 0n poorly drained sites, oMlt sericea and increase Kobe to 30 tb/4 3. Where a neat appearance Is desired, or~it sericea and Increase Ko gel displayed on all North "t0 lb./acre. tb/acre. 1338.658A000 (V) 336.658.3257 (F
leguMes no More than 1/2 inch. Broadcast seed Must be covered by raking or ~ chain dragging, and then lightly firmed with a roller or cult(packer. Hydroseeded available to plants. At the sable tlroe, It prevents alw~lnu~ toxicity by decreas- • ;e Kobe •
nixtures should include a wood fiber (cellulose) nulch. Ing the volub(lity of soil alurolnuro. Many soils In North CnraUna nre high in atuMinuM, which stunts plant growth. Flpir~ 8.ffi Label displ THIS DRAWING IS THr PROPERTY OF LOWIM HOME CENTERS. INC. ANY USE OR REPRODUCT"i
o Mt~,CF~p After seed Is In place, It rust be protected with a mulch to hold r~olsture and Carolina certified s ~odlfy teMperature extremes, wh(le preventing erosion during seedling estab- tified seed. IN WHOLE OR PART 18 PROHIBITED WITHOUT THE: w EXPRESSED WRITTEN CONSENT OF LOWE5 H(AAL j CENTERS, INC. COPYRK3MT 2003 ALL RIGHTS
n°,~ The use of an appropriate mulch wilt help ensure estabUshroent under norMal conditions and Is essential to seeding success under harsh site conditions CPraC- RESERVED +Mr
~ tice 6.14, Mulching>. Harsh site conditions include Ush~ent, LabQUng of non-certified seed Is also IVlJ~B~ ~911t8 is a~so required by lnw. ~aae~s contain Iriportanrt Between Apr. 15 and Aug. 15 add 10 tb/acre Gerr~an millet or 1S lb/acr lo/acre
~ seeding In fall for winter cover (wood fiber Mulches are not considered g~~.aq+~g fnfor~atlon on seed purity, gerr~lnntlon The opvratlon of equlpMent Is restricted on slopes steeper than 3'1, severely meet State standnrds for content of r~inntion, and presence of weed seeds. seed ~St Sundangrass. Prior to May 1 or after Aug. 15, add 25 lb/acre rye <g ;ent of noxious weeds. Do not accept seed contntn- ye (grain),
~ ndequate for this use>, UMlting the qunUty of the seedbed that can be prepared. The soN cannot be suf- ing 'prohibited noxious weed seed. rd.
-a ,slopes steeper than 3~1, flclentty worked, and nMendMents cannot be thoroughly Incorporated. Q
d hoa~lal~ lepums geed with the Rhizobiun bac Provisions for estabUshMent of vegetation on steep slopes can be Made during of legume (Chapter 3, Vepetatlve Cons ~iun bacteria appropr(ate to the specles ~,teg ~@8t PO~O re Considerations -refer to N.C. Erosbn and
oxcQSSlvvly hot or dry wonther, .adverse soils <shnilow, rocky, or high In clay or sand>, and final grading. in construction of fill slopes, for exaMple, the last 4-6 Inches Might Sedlnent Control Plannlnp and Deslan M be left uncoropacted. A loose, rough seedbed Is essentlaL Large clods and stones eslan Manual>, Early Spring , Feb. 15 'Mar, 20 Feb, 15 -Apr. 20
O provide Irregularities ghat hold seeds cnd fertiUzer. Cut slopes should be rough- Appy ssrd unlforMly with a cyclono sue ened CPrnctice 6.03, Surface Roughening -refer to N.C. Erosion and SediMent tlpacker seedQr, or hydrosaQdor on n no seeder, drop-type spreader, drill, cul-
a .areas receiving concentrated flow. r on n f{rM, friable ~eedbQd. FaIU Sept, 1 -Sept. 30 Sept. 1 - Oct 31
N If the area to be r?ulched Is subJect to concentrated waterflow, as in channels, ~--r ~ anchor Mulch with netting (Practice 6.14, Mulching). Control Planning and Design Manual.) When using a drul or cultlpacker seed Where steepness prohibits the use of farts Machinery, seeding methods are deQp, grasses and legunes no More th Urolted to broadcast or hydroseed(ng, W(th hydroseed(ng giving the Mast d~- orated In thQ ftald for the desired s pendabte results. Vegetation chosen for these slopes rust not require rowing r seeder, plant shall grains no r?orQ than 1 Inch
S lore than 1/2 Inch. Equipr~ent should be caU- $Qj~ ~(~~~t$ :~^ed seeding rate. Apply tiMe and f ertilfzer according to soil tests, or apply 3,000 - 5,0 acre ground agricultural liMestone Cuse the lower rate on sandy soil ethods, subcuv~de the area into workable sec- Qnd 1,000 lb/o,Ct^@ 10-10-10 fertilizer,
U 5,000 tb/
a Maintenance Reseed and mulch areas where seedUng eMergence is poor, or where erosion ~ occurs, as soon as possible. Do not r~ww. Protect From traffic as Much ns pos- or other intensive Maintenance. Uslne a hydraulic seeder, seed, fertilizer, wood When using broadcast-senling Methods, fiber mulch, and n tacking agent can be applied in one operation. tlons and determine the amount of se Good Mulching practkes are critical to protect aealnst erosion on steep slopes. the seed white roving beck and forth When using straw, anchor with netting or asphalt. On slopes steeper than 2d, tern, then nppty the Second ho:tf fn t Jute, excelsior, or synthetic ratting Maybe required to protect the slope. t?'~e fU^st pass (Fl~w^e 6,tic). y soils)
~ slbte. of seed needed for each section, Apply one-half forth across the area, r?akinp a uniforn pnt-
Oi ~tf fn the sane way, but Moving at rlAht angles to ~~h
O Apply 4,000-5000 lb/acre sr?alt grain straw or equivalent cover of if
a Speclf(catfons s~eEO~ou~rs another suitable Mulch. Anchor straw by tacking with asphalt, roving, netting, or by criMping with a r~ulch anchoring tool, A disk with blade +a~ set nearly straight can be used as a Mulch anchoring tool. oving,
3 T~'M? BMdr~p mbc~u'~ EstablishMent of vepetatbn should not be attempted a~ sites that are unsuitable due to inappropriate soft texture, poor drafna9e, concentrated overland flow, btades
~ Ft~te qb/acxe) ~ Ryss<pran) 120 or steepness of slope until measures have been taken to correct these probler?s.
4 f ~ s : Ma~1te11eu'1Cs
S M~ s~-A fl. 13- Dec. 15 To MaintNn a good stand of vegetation, the soil Must rieet certain nlnir~uro re- If growth Is less than fully adequate, refertilize (n the second year I year,
~ Coastal Ptaln and Ptednont-Aufl, 15- Deco 30 qulreMents as a growth MediuM. The existing sod should have these criteria Seeding PattQrn according to soil tests or topdress with 500 lb/acre 10-10-10 fertiUz ertitlzer.
8oN ermsndnlsc~~ Enough fine-grained Csltt and clay) r~aterlnl to Mulntnln adequate Mols- ture and nutrient supply (available water capac{ty of at least .05 inches Mow as needed when sericea Is oroltted front the Mixture. Reseed, fer and Mulch daMaped areas IMMedlately. i, fertifte,
Fottow salt tests or apply 2,000 tb/acre Around agricultural lb~estone and 1,000 lb/acre 10-10-10 fertlUzer, water to 1 inch of saiU. 3
• SufFiclent pore space to pernlt root pQnetratlor~. ~ ~/Q c:
1 L Apply 4,000 tb/acre straw. Anchor straw by tacking with asphalt, netting, a~ r
W or a Hutch anchoring tool. A disk with blades set neorly straight can be • Sufficient depth of soil to provide an adequate root zone. The depth to ~2
used as a r~ulch Anchoring tool. rock or Ir~perr~eablQ lwyers such as hardpans should be 12 inches or More, except on slopes steeper than 2d where the addition of soil is not feasible. W
W IYI~NMfl00 A favorable pH range for plant growth, usually 6.0-6.5. LL# 3:
Repolr and refertltlzed danafled nreas U~r~edlately~ Topdress with 30 ~ Ib/ocrQ of nitrogen in NarcM. If it (s necessary to extend temporary cover F~~ 0.11C Sugge Freedom front large roots, branches, stones, large clods of earth, or trash broadcasting s of any kind. Clods and stones may be left on slopes steeper than 3~~ If (sources NCAES Suggested pattern for
w beyond June 15, overseed with 50 lb/acre Kobe (Piedr?ont and Coastal d Plain> or Koreon <Mountatns> lespedeza In late February or early March. sting seed and fertilizer W
0 they are to be hydroseeded. NCAES Bulletin AG-69). J C.~
If any of the above criteria are not Met - f.e., if the existing soil is too coarse, 0
J M` dense, shallow or acid(c to foster vegetation-special ar~enclMents are required ~ ~ by a df~h dr~p~np 1 The soil conditioners described below May be beneficial or, preferably, topzott a' b p+~oNd~ ipod sNd Dor may be applied in accordance with Practice 6.04, Topsoiking. Ir~p~inp iMn ~'m 1M wiao~ sNd oonU~et CL
H LLI 4.
~ 1'S~il~ 6.1~ ~ f~lifl~'O I~k~ich alt plantings Iru~ediatety after se ~~p~g refer to N.C Erosion and Sedlr~en 'ter seeding <Prnctice 6.14, Mulch(ng
.rn T 8~dr~p Spscies Rate (b/s~ar'~~ Sedir~ent Control Ptannln9 and Design Manuap. 0
~ Gerr+an r~ittet 40 In the Pledr?ont and Ma~talns, a snalt-steru~ad Sudan~^ass riay be In order to IAprove the structure or drnlnaAe characteristics of o soil, the fol- lowing ~naterlnts ray be asses. These ar~endMents should only be necessary Surface roughening is particularly Ir~p where soils have Ur?Itatlons that Make theM poor for plant growth or for fine ened slope will provide soMe natural c turf estnbUshr~ent (see Chapter 3, Vegetative Considerations - reFer to N.C. surface should not be cortipncted or Erosion and Sediment Control Planning and Design ManuatJ necessary for hydroseeding operatlon provide cavities In wWch seeds can lo Pe~1- Appropriate types are sphagnum Moss peat, hypnuM Mass peat, reed- rty ir~portant when hydroseeding, ns a rough- (0) uj ¦~w1it j 1.L.
/ substituted at a rate of 50 lb/ncre, tural coverage for lints, fertlttzer, and seed. The Z x=J 0 >
ed or sr~ooth Fine seedbed preparation Is not erations~ large clods, stones, and irregularities 0 C > C/)u) W >c
A n Nountu s-Moy 15- Aug. 15 can lodge. Eu ce Lill i
Piedmont-Nay 1- Aug 15 Z Coastal Ptaln-Apr. 15- Aug. 15 sedge pent, or pent humus, alt fror~ fresh-water sources. Peat should be shredded Rate of wood fiber <ce[lulose) apptlcat aril conditioned in storage piles for at least 6 Months after excavation. appticatton should be at least 2,000 lb/acre. 0 3:
8oN ~urNndnwrit= Follow rQCOr~endations of soil tests or apply 2,000 tb/acrQ ground agrlcul- Apply tegur~e tnocutants at four tlMes Band -dean and free of toxic Materials. oculant to n hydroceeder slurry. • tiMes the recoMMended rate when adding in- ^y. c
> tural lla~vstonQ and 750 lb/acr~ 10-10-10 fert0.laer. d '2 to 2 hours occurs, add 50% pore seed to the w :t 0 3: 3: 3:
~1 Vie -horticultural grade and free of toxic substances. If a r?achinery breakdown of i/2 to 2 tank, bused on the proportion of the of the slurry rewalning. This should co~pensnte ORIGINAL
s Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, 3 or a Mulch anchoring toot. A disk with blades set naarly straight can be Rotted m~rwr~ - stable or cattle manure not containing undue nr~ounts of for daMnge to seed. Beyond 2 hours, straw or other bedding materials. hours, n full rate of new seed Maybe necessary. ````~~~N C~ ~ n hydrauUc seeder because It Is abrasive. It ~ C) ISSUE DATE: 5/29/07
~ usQd as a Mulch anchoring toot. LIMB Is not norMnlly nppUed with n hyd '{lwroup?~r ro1t~d sawdust -free of stones and debris. Add 6 lb of nitrogen can be blown onto zteep slopes In dr to each cubic yard. • PERMIT SET ~SSI0,y
M~intet~nvs s in dry form, ` ~0 ~Di~SS SEA q~ qr : ISSUE DATE:
p Refertlltzed tf growth is not fully adequate. Reseed, refartillzvd and Mulch In- • SEAL CONSTRUCTION SET
nediately followinfl erosbn or other dar+age. SMdp~-Treated sewage and Industrial sludges are available in various forns~
Afi4•r,,,, : = ISSUE DATE:
%FF M : MOI IWWWAA Ali: M:2 1~ M Vf 1\7 if 1 M%-%-Wl %AMi 1% III VI I t11ti,.tA\~ V YY VG / tAI IN 1 MALI %At 1 ~tiMttA tions. -00 ~ DRAWING NUMBER:
CY) N
0 ~D
40000 c =9
a
•

• REVISIONS
~o~arAx wrTtr wry PRE-RID SET POST BAG
O ISSUE DATE O ISSUE DAI
6,6z SEDIMENT FENCE (SILT FENCE) DATE DESCRIPTIG,
Definition A teMporary sediment barrier consisting of f(lter fabric buried at the botton,
stretched, and supported by posts. M/DOLEAND VERT/C.AL W/RES S/~A,L~. BE >Z f/? Gr4UOEM/N.
Purpose To retain sedir~ent fron small disturbed areas by reducing the velocity of sheet
flows to allow s~diMent deposition. , ~ ~ ~ . } ~ < • Y, ' ALI. CONCRETE ,N:, ~ a TRUCKS
Conditions Where Below sMatl disturbed wrens less than 1!4 ncre per 100 ft of fence. TOPANDB07TOMSTRAND
Practice Applies Where runoff can be stored behind the sedir?ent fence without daroaginp the fence or the subMerged area behind the Fence. SHALL BE 10 GALlGEM/AG ,o ~ ot~o ~ 'u•.o• o o ~ o N SHALL BL4CKLEITER : a o ANCHORBALES WITH ~ WASHOUT HERE ON WH/TE TEES
5UND
Do not lnstnll sedlr~ent fences across streaMS, ditches, or wnterwnys. (2)2'Sr2'x4' BACKGROUND
Planning A sedlMent fence is n perMeable barrier that should be planned as a syster? to o o ` STAKES PER BALE
Considerations retain sedlMent on the construction site. The fence retains sedlMent pririarity by retarding flow and proMOting deposition, In operation, generally the fence W ~ ~ Q >D M/L ~ ~ : ~ T'-0" TO CHANNE~POS POLYETHYLENE ; . rED "U" POST
becomes clogged with fine particles, which reduce flow rnte. This cnuses a pond to develop more quickly behind the fence. The designer should anticipate pond- W/RE F/LTERFABR/C ` SHEE'T/NG SOTTO OFS/GN '
Ing and provide sufficient storage areas and overFtow outlets to prevQnt flows Q ~ ,•4. A D ,•j
from overtopping the fence. Since sedir?ent fences are not designed to withstand high heads, locate them so that only shallow pools can form, Tie the ends of a REFERENCE SECTION OZ020 ; , o ° a R4LES TO BUTT F/N/SH GRADE BADE
sedir~ent fence into the landscape to prevent flow around the end of the fence
before the pool rgaches design level. Provide stabiUzed outlQts to protect the fence system and release storMflows thnt exceed the design storm. NOTES OF 1. W/RESHALLBEAM/N/MUMOF32' LOWE'S Q/V/S!O/V2 o o • ~ 3' 0'M/N
IN W/OTH.4ND SKALL HA 1/EA M!N/MUM F/LTERP•4BR/C STANDARDS/TESI~IEC/F/C4T7C.1N.SANO ~ ~ o ~ ~ ~ ~ ~ ; SO/L ~ S/GNShfALL BEOL4 ' ~ ' ' ~ EMBEDMENT /NA PROM/NENT LO ~a~ta~aa~~ : ~ ' . ~ ~ A r wasHOUrs~~a F PLACED
Deposit(on occurs as the storage pool forms behind the fence. The designer can dir¢ct Flows to specified deposition areas through appropriate positioning of the OF6L/NEW/RES W/TH 12'STAY PRAJECT SPECIAL PROV/S/DAIS PVT LOCH TION
fence or by providing an excavated area behind the fence. Plan deposition wrens COMPACTED G aREA z Q
at accessible points to promote routine cleanout and Maintenance. Show dvposl- tion areas in the erosion and sedinentetion control plan. A sediment fence acts Z F/LTERFABR/CSHALL BEA M/N/M(JM W ~
as a diversion (f ploced slightly off the contour, This r+cybv used by thv dQSlgn- er to control shallow, uniform flows from small disturbed Draws and to dQUvQr OF9B'/N W/DTHAND SHALL BE
sediment-laden water to deposition areas. FASTENEDADEQUATELYTO THE W/RE. - - PLAN WASHOUT S/GN 0~~ +c3 m(~f-
Sediment fences serve no function along ridges or near drainage divides where STEEL PO'STS~5G4LL BE5=0"/N ~I I I.._._I I I 8~ I III I I I~ I I-~I z V) co
there is little Movement of water. Confining or diverting runoff unnecessarily HE/CHT.4N0 BEOF THESELF-FASTENER 18"t 6'M/N /MBEDMENT CLA
with a sediment fence May create erosion and sediMentntlon probloMS #Mot would not othQrwlse occur. ANGLE STEEL TYPE. STEEL PiOST - Z'-0"DEPTH B/ND/NG W/RE (Typ/~~ ~ w
Design Criteria Ensure that the drulnaee area is no greater than 1/4 acre per 100 ft of fence. 4' 3~~ STR4WQALE(TYP/CAL) 'Zw~ EX/ST/NG GRADE a. o two
Make the fence stnble for the 10-yr penk storms runoff.
Whvro all runoff Is to be storQd behind the fencQ, ensure that the ~naxlMUro slopQ EX T EN S/ O N O f I ~i 4 B R/ C A ND W/RE/NTO TRENCH POLYETHYLENE
length behind a sediment fence does not exceed the specifications shown In Table 6.62a. SHEET/NG
Ensure that the depth of impounded water does not exceed 1.S ft at any point s~asonr~tc ~2"M/N -+-WppD STAKE (TYP/C.AL)
along the fence, SF PREFERRED SlL T FFNCE DETA/L GROUNDWATER TABLE
If nonerosive outlets are provldQd, slopQ tQngth MaybQ IncrQasQd bQyond that 6'M/NDEPTH
shown in Table 6.62a, but runoff from thQ area should be detQrMlned and by- AQGREGATE Typ/CAL SECT/l~N
pass capaGty and erosion potential along the fence Must be checked. The velocity of the flow at the outlet or along the fence should be In keeping with ALL AROUND O
Table 8.05d, Appendix 8.05 <N.C. Erosion and Sediment Control Plannfne and Dvs~sn C~00
ManuaL> S ~'C~ N.~' 0 UTL~'T NOTES.' Q N
POST POST 1. CONTA/NMENT MUST BE STRUCTURALL YS4UND 4. WASHOUTAREAjSJ SHALL AE /NSTALLED /NA INA Z
Table 6.62e ~ MaxYnum 9bpe Let~th e~rtd NOTE: .4ND LEAKFREEAND CONT.4/NALL UQU/D WASTES. ~OC~4T/ONEAS/LYACCESS/RLEBYCONCRETE ap = . R
for which 8sdiment < 2i ioo 2 to s% 75 STRUCTURAL STONE SHALL BE 2. CONTA/NMENTDEI//CESMUSTBEOFSUFF/C/ENT SUCKS. a~ o12 COW) 4
~ ~ APP~~ 5 to 10% SO (CLASS "B") STONE FAR EROSION SILTFENCE SILT CONTROL PURPOSES. " ~ - SIL.TFENC~ QUANT/TYOR VOLUME TO COMPLETEL YCONTA/N 5 4NE OR MOREAREAS MAYBE/NSTALLED ON THEL/QU/D W4STES GENERA7L~0. CONSTRl1CT/ON S/TEAND MAYBERELOGATE 3. WASHOUT MUST BE CLEANED 4R NEW FAC/L/T/ES C~NSTRUCT/4N PROGRESSES. a ON THE o. A
10 to 20% 25 >20% 13 :A'* TED AS
Q3
Provide a riprap splash pad or other outlet protection device for any point where SEDIMENT CONTROL STONE SHALL BE N0.5 OR N0.57 STONE. • 6. AT LEAST WEEKL YREM4VEA000MULA T/C)N Ol C4NSTRUCTEDAND READY TO USE ONCE SA/V0.4N0AGGREGATEAND D/SPG~SE OFPRO Wi4SHOUT /S 75 % FULL. 7ON OF co
flow May overtop the sediment fence, such as notural depressions or swales, En- sure that the ~xir?urn height of the fence at a protected, reinforced outlet does c-PROPERL Y.
not exceed 1 ft and that support post spacing does not exceed 4 ft.
The design Ufa of a synthetic sediment fence should be 6 Months. Burlap Is only
acceptable for periods up to 60 days. TOP VIEW
s CONCRETE WTI SHC~UTAREA
Construction w?T~s SiLTFENCE L.OWE'S HOME CENTERS,
Specifications 1. Use a synthetic fitter fabric or a pervious sheet of polypropylene, nylon, polyester, or polyethylene yarn, which Is certified by the Monufacturer or sup- . SILTFENCE ( SII.TFENCE - ~ I CE
plier as conforming to the requirements shown in Table 6.62b. 1605 CURTIS BRIDGE RG . •ARE@ vffme%Rwwr ,rw ~nn.1
L TylimmCiiiiwnwIl mo &auto I
~ Synthetic filter Fabric should cor~tnin ultraviolet ray inhibitors and stabilizers to ~ provide Q MII'UMUM of 6 r~onths of expected usable construction Ufe nt a 1'-6" MIN.
o teMperature range of 0 to 120o F. 1336.658.4000 (V) 336.658.32:: •
~ 2. Ensure that posts for sediment fences are 1.33 lb/Unear ft 2 THW DRAWING 1$ THE PROPERTY OF LOwt HOME CENTERS NO. ANY USE OR REPRObi
steel with a MlniMUM length of 4 ft. Make sure I~ that steel posts have protections to faclUtnte fastening the fabric, F~pW ~ ~ r IN VVHME OR PART 18 PROHIBITED WITN4U ! EXPRESSED WRITTEN CONSENT OF LOWE':.
0 r ~ 3'MAX. CENTERS, WC. COPYNGHT20M ALL RIGHT RESExVED
(~U 3. For relnforcenent of standard strength filter fabric, use wire fence with a MtnlnuM 14 gauge and a MaxlrouM Mesh spacing of 6 fnche5,
v' SEDIMENT ~ ~ g7RUCTURAL ~ - CONTROI g70NE ~ 1'-6' MIN. ~
STONE
12~
CROSS SECTION FRONT VIEW
Tabls 6.82b ~O~ Requirsmsnb SLO~PE2•f MAX. -i FLOW
~ $a~~ ~ Fllterin Efficient 85% (Mtn)
~ $eC~rnent Fence Fabric 9 Y NATC/24L GROU~ND
n' Tensile Strength at Standard Strength- N 20%'. <Max.) Elongation 30 lb/Un In <Mln) VrS F~~L VI1 ViJ/ t:: '.,ae.
~ Extra Strength- SLOPES CAMpACTEDF/U
U MAX/MUMPOST SPAC/NG 4 Ff. ~ >/4 "W/REMES ~ , MESH BERM
Slurry FIoW Rnte 0.3 gaVsq ft/Min <Min)
~Q
IoW NATIlRA[ GROUND f
~ . i-' f2' ORF7LL OVPCUT i
O SLOPES f8`MYIII
N
Q1 K
3 Z5 OON~TFNJCTION
~ 1. Construct the sediment barrier of standard strength or extra strength synthetic N SED/MENT + + s" D/TCH
p~ fatter fabrics. s CONTROL F/L TERED 2,
~ 2. Ensure thnt the height of the sedtrient fence does not exceed 18 inches above STONE ~ I w~ TER IoW
_ the ground surface. <Higher fences nay impound volumes of water sufficient to ~d cause failure of the structure.)
~ 3. Construct the filter fabric front a continuous rail cut to the length of the bar- •;~,.;.~v
~ rier to avoid Joints. When Joints are necessary, securely fnsten the filter cloth AVERAGEBOX ' a'r Iv M/N. I11I7 T~ML ~7n~W~0 .~'"l~•'it'H.~»W!t~4`?~5; •
O only at a support post with overlap to the next post. D/MENS/ON V.4R/ABLE a~fiu oRCUr
i- 4. Support standard strength filter fabric by wire mesh fastened securely to the sca~Es ui
j upslope side of the posts using heavy duty wire staples at least 1 inch long, or 1- tie wires. Extend the wire mesh support to the bottoM of the trench. W
Z W 5. When a wlr~ Hash support fence Is used, space posts a r~nxl~nu~ of B ft apart. SECT/ON BERM/D/TCH
~ Support posts should be driven securely Into the around to a ~InirouM oP 18 In- MULThD/RECT/ONAL FLOW
W chss. D.. NOTES.• J L~
0 6. Extra strength filter fabric with 6-ft post spacing does not require wH^a r?esh NOTE.• 7 POSIT/VE GRADE MUST BEPROI//DED TO..~{..SSUREDRA/NAGE. /FSLOPEEXCEEUlS2 9~6, SEED AND MULCH D/I/ERS/ON, TRYNOT TO EXCEED 5 ?b rH/GHRl1NOFF I/ELOC/T/ES RESUL T~. 0
0~ support fence. Staple ar wire the filter fabric directly to posts. PLAN M~IXlMUMDRA/A~AGEAREA /35.00ACRES W/TXOUTSUPPORT/NG CALCULATIONS/~ORPERMANENT
~ 7. Excavate a trench approxlMatety A Inches wide and 8 Inches deep along the ~ proposed ifne of pasts and upstope fraM the barrier CFigure 6.62a>. ,QW ChfANNEL. D/VERS/ONSAT THE Tt7PS 4FSLpPE'S MUSTEMP7Y/M4ANAPPRQVELl SLDPE
7. SED/MENT CONTROL STONE SHALL BE 3/4"WASHED STONE. MUL T/-D/RECT/ONAL FLOW ORA/N (SEEDETA/LSD T/YEBERM/D1lCH /S THEMOST COMMONL Y USED D/I/ERS/OA/. Lou 0 C
V 8. Backfllt the trench with coMpacted soil or gravel placed aver the fitter fabric. 2. W/REMESH SHALL BE HARDWARE CLOTH23 GAUGE M/N. Z MG4CH/NECOMPACT/ON OFALL F/LL lSREQUlRED.
01 9. Do not attach filter fabrk to existing trees. AND SHALL HAVE >/4 /NCH MESH OPEN/NGS. 3. DIVERSIONS SUFIS/C/ENT TO D/RECTALL SEDIMENT-LADEN STC)RA~iN~4TER INTO SEQ/MENT (0) Lij z
3. TOPOFW/REMESNSHALL BEA M/N/MUMOFONEFOOT CONTROL OEVICEMUSTBEINSTALLEDPBIOR TO CLF.~4R/NGAND GRUBBING OF.4REA (OR /N CONJUNCT/UNW/TH TH/S APER4T/OlV IFSEO/MENTCONTROLSAND D/VERS/DNSARE/NST,4LLFD mmi LL
~ Maintenance i BELOW THE SHOULDER OR ANYD/!/ERS/ON PO/NT. REFERENCE ATEACNCR/T/CAL PCB/NTAS/ND/CATEU~! z mi 0 > sommm U) Imm >
~ Inspect sediMent fences at least once a week and after each rainfall, Make any q required repntrs iruhediately. 4. STEEL POSTSHALL BESFT. /NHE/GHT, BE/NSTALLED 1.5 SECT/ON02020 ~Z 4. D/I/ERS/ONS SHOULD BELOG4 TED Tp M/N/MlZEDAMAGES BYCONSTRUCTlC~IV QPERAT/ON3. 0
F7: DEEPM/N/MUM,ANOBEOF THESELF-FASTENER ANC+LE OFLOWE'S D/V/S/ON2 ~iQ~s~~ 5. ONERS/ONS SHDULDBESEEDEDANDMUILCHED /F THEYARE TO REMAlN/Al PLACEOVER f4 Lij LU F LL
V Should the fabric of a sediMent fence collapse, tear, decompose or taecoMe in- Z effective, replace it pronptty, Replace burlap every 60 days. STEEL TYPE. STANDARD S/TE SPEC/FlG4 T/ONS DAYS 0 3: F-
5. WOOD POST SHALL BE 6 fT. /N HE/GHT, BE/NSTALLED TO PROJECT SPEC/AL PROI//S/O 1.5 FT. DEEP M/N/MUM, AND BE 3 /NCHES /N D/AMETER. %SIO/VS S. CHECKONERS/ONSAfTEREACHR4IN, OAR ANCEPER WEEKW1~fICHEI/FRlS THESHUY~TER
~ ReMOVe sediMent deposits as necessary to provide adequate storage votuMe for the next rain and to reduce pressure on the fence. Take care to avoid wlderrMn- DURAT/QN. REPA/RASNEEDED TO MA/NTA/NFUNCT/ON. 0 w
~ ing the fence during cleanout. 6. POST SPAC/NG SHALL BE A MAX/MUM OF4 F7:
ReMOVe alt fencing Materials and unstable sediMent deposits and bring the aria ORIGINAL
3 to grode and stabilize it after the contributing drainage area has been properly . stabiUzed. DETA/L TEMPORARYD/i/ERS/ON BERM/DITCH , (NOT TO SCALES ~.`°pQ ISSUE MATE: 5/29/07
~1~? CA~a `~,~,r...?....~,~~~ PERMIT SET
N 3 ~Vic /p ISSUE GATE. 'Q r 4 CONSTRUCTION SET
O J SEAL w~; ISSUE DATE: Ono
/NLET PROTECT/ON
i i dop ICOO`,~ V/V~W711NV l1VfrlYbw1
M c1.1 (Nor TO SCALE) I
C) ~D ~
0000. a 1 o

• • ,rr
RIP-RAP REVISIONS
PRE-810 SET POST BID SET O ISSUE DATE ISSUE DATE
6,15
Pj~p~l~l~'~OY1TW pap~ec~ft6~~o~sottd~ i~`c~ra~sYvanflo~dQ~itAUed,b~d~psolo~eo^~atiU~rcA~ioeiAll ,qp ~y r ~oaLOr~ p~ ° DATE DESCRIPTION
slopes that are subject to seepnge or have poor soil structure. ~r~ ~IID ~ ~ ~w
Conditions WI'lE'Y''2 Riprap is used for the following apptications~ ~Y I~1Rt MY pX 'OMD iOflnY 1. pr
Practice Applies cut and fill slopes subject to seepage or weathering, particularly where conditions prohibit estabtishMent of vegetation. ~ ili 11d i iliiiw0lM ~~M
• channel side slopes and bottoms, P/PED/~1.--~ ~ ~jJ1 J J .i AIAM4 LdTT+OMLNil1~ W140N» AWy
inlets and outlets for culverts, bridges, slope drains, grade stabilization ~~~J•~j•~JJ ? / R/P-R4P ~ NMRAs1lA~lfA ro~rAr ro~~r MOIMIAL cool, f ND D@~1M 1':TOIIA4L rlp~f R14 iND VOtNN Irq, YOWMt I'l14YD~f
structures, and storM drains, idillATi01i IF'~ ilAlA110N lsA ~ 1~
. streamsbank and stream grades, 88,0 iA NAt 11N 11 11 A 1~ ~ ~ ~ ~
shorelines subject to wave action. POND "A" CROS~+SECTION
Design Criteria OndWon- Riprap should be a well-grnded mixture with 50% by weight larger than the specified design size. The dia~?eter of the largest stone size in such a NOT TO SCI~I~
Mixture should be 1.5 tlMes the d50 size with sr~nller sizes grading down to a~vA~w~auTM1r rxlir~uaawa,
1 inch, TYP/C,AL CONC. ~ ~TawTM,~ax~,Aragt TDA 1 wr 1 wx1M' oAwAI~tDAMO~t {AML IMOIri011lRAMi101o!' ol~
The designer should determine the riprap size that will be stoble for design con- FLARED END / v, ovn,~rsnu~atuwr
dltlons, Having deterMlne the design stone size, the designer should select the SECT/ON ~ /
ztze or sizes that equal or exceed that r~inimuM size based on riprap gradations coMMerclally available In the area. /SOMETR/C V/EW
~r~w
ThidcnNS - Construction techniques, diMensions of the area to be protected, size, gradation of the rlprnp, the frequency and duration of flow, difficulty
and cost of Maintenance, and consequence of failure should be considered when v
deterM(ning the thickness or rlprap linings. The MinIMUM thickness should be 1.5 tlMes the Maxir~uM stone diar?eter, but in no case less than 6 Inches. ~ it1i4~ ~
A A .r
O~wMly of ~ -Stone for rlprap ray consist of filed stone or quarry stone. The stone should be hard, angular, of such quaUty that It will not break down do = P/pe D/a. i"Olr'101
on exposure to water or weathering, and suitable in all other respects for the purpose La =Apron Length 1' i1bMi0~ iWAtpU • Nuq t, M IJ~ O 4n 020 Z ~,'Ncj¢v +Q:~ NM
Intended. The specific gravity of the Individual stones should be at least 2,5 W=Apron Width $ ~o NOIMIALlOOL~I.•Mrl NM. iL ¦IR~1 , , Cc Tow Qu
~ of ~ton~ - The sizes of stones used for rlprap protection are deterMined by 3xPipe,O'(Min.) "~S tV
purpose and specific site conditions. d =Apron Dep1Y~ ~~wnar~~µa No~T~ratoa~oRTioRwa~of
81ops ration -Riprap stone for slope stabilization not subject to flowing water or wave action should be sized for stablUty for the proposed ~,n+o~ww~~n~rarow ~r~oa~aw~Ma r
grade. The gradient of the slope to be stabilized should be less than the " " UT STR ..t
natural angle of repose of the stone selected. ++or m ~
Rlprap used for surface s~tnbtllzatlon of slopes does not add significant
resistance to sliding or slope failure and should not be considered a retaining wall. The Inherent stablUty of the soft Must be satisfactory before PLAN 10u0' iax
rlprnp Is used For surface stabilization. Stoprs approoching 1.5.1 may require La ~s~ ~~t~
special stability analysis. ~ iUt.T 1~ RLNA~
OuU~t proactbn -Design criteria for sizing stone and deterr~lning the SLOPEO~ FLOW lI~IIRM~
dlMenslons of rlprap pads at channel or conduit outlets are presented In Practice 6.42, ?utlet Stabilization Structure found In the NC-DEHNR 'Erosion • ~~aNa~a rn~racaua~ rnlarcau~~r~ POND'B" FOREBAY RIP~RAP
and SedlMent Control Planning and Design Manual.' 1J1 11 POND "B' EMERGENCY SPILLWAY NGT TO iCAtE Q
ChemM tbbll~tlon and alraunb~nk protectlon - Design criteria for -t C2 to
sizing stone for stabtUty of channels are contnlned in Appendix 8,05 of the NC-DEHNR 'Erasion and Sed+r~ent Control Planning and Design Manual.' NOTRtY1iNiKMrNUpM1AM 1110NONOOM'IML'IIANMlNA
x ;c
PI{e~Ww~lcet- A filter blanket Is a layer of a~aterlal placed between the rlprnp and the underty(ng soil to prevent soil MoveMent into or trough the riprap, d SECTl4NA-A FI/t~rb/anket Q we N c N 46
A suitable filter May consist of a welt graded gravel or sand-gravel layer or a Q3 t7 ~W~
synthetic filter fabric manufactured for this express purpose. The design of a gravel filter blanket is based on the ratio of partlde size in the overlying filter NorFS- a. cq w
Mnterlal to that of the base material. (see NCDEHNR Mnnual for details.) The SEEAPPROPR/A TE SeHEDl1LEFOR D/MENS/C1NS itl ilQiiLAl~{ r +o' s~ uoa~
designed gravel fitter blanket r?ay consist of several layers of Increasingly large particles front sand to erosion control stone. ..i~N~l. i~J4~.
1. La ~s the /eng~i ofthe riprap apron. ~ ~Y a ax roNC ran~oN
A gravel filter blanket or synthetic filter fabric May be used. Refer to NCDEHNR Erosion Control Manual for design crlter{a. 2, d = 1.5bi»as the maximum stone diamet~srbutnot/ess tfisn 6". ~ 101 i~1ilAll ~ror~~Aaw
No ftfter fabric should have less than 4% open area or nn EOS less than U.S. 3. A fi/iferb/anket orfi/te~~ab~c should be insta/led between the ~p-~ap and soi/frvundation. ALONiI urro~u.s~ 4} ,
Standard Sieve No. 100 (0.15 Mrs>, The perMeablUty of the fabric Must be iWIMOIAl~A w~w?a~? 'o~t1AY Po~ar , NOIIMAL'OOL P01o OM711 1' iTOMae 1lL4UII~D ~Ia'Ygp YoWM! Ir4 voLUMe ~ItoltMil~
greater than that of the soil. The fabric May be Made of woven or nonwoven Monofilar?ent yarns and should Meet the following MiniMUri requlreMents~ R/P RAPAPRUN - QUTLET CHANNEL LLiVATION iiLAVAUQN ~ (Cq
thickness 20-60 Mlls, NCI i0 N.fl I,iN 11,p4 1,1p 1AN
. grab strength 90-120 lb, (NDT TO SCALE " ' CRO MOT TO ~CA~E LOWE'S HOME C ; NTERS, INC.
. conform to ASTM D-1~A? nr ASTM D-177.
~ _ . _ . d I DUO L:UKT14 0KIOUsh KD.
l!7 Filter blankets should nlways be provided where seepage is s(gnificant or whvrQ 100'M/N. oxv~cweaana rs~ur wiwo wa. iwtaMnnuara.~rn~cxto ~+w ¦ ~ ur:vr a~v~?mo~wounuw. rano~~wuTO~a MKESBORO, NC 28897
U? flow velocity and duration of flow or turbulence May cnuse the underlying soli ° particles to rove through the riprap, ovnRS~wanM. 336.658.4000 (V) 336.658.3257 r
Construction 8ub~rod~ preparation -Prepare the subgrade for riprap and filter to the EX'STING TM DRAWING 18 THE PROPERTY OF LOWE'S HOME CENTERS, INC. ANY USE OR REPRODUC"1 tt., . t
Specifications required lines and grades shown on the plans. CoMpact any fill required in the °o subgrad~ to a density approxiMating that of the surrounding undisturbed Material ~ e} PA 1/EMENT N WHOLE OR PART IS PROHIBITED WITHOUT TNT. ExpRESSED wRITTEN CONSENT OF LOW E'S tiDA&
N or overfill depressions with rlprap. ReMOVe brush, trees, stuMps, and other ob,Jectianable Material, Cut the subgrade sufflctently deep that the finished grade CENTERS, INC. COPYRIGHT 2003 ALL. RIGHTS RESERVED
'd' of the riprap will be at the elevation of the surrounding area. Channels should r, Y. Y: low&
be excavnted sufficiently to allow placement of the rlprap In a manner such that 3 the finished inside dimensions and grade of the riprap Meet the dQSign specificatlans. ~Y id Nort i
t
EX/ST/NG F/L TER
~ 8at?~! a~1d pra~vN iNt~' bl~nkst -Place the filter blanket immediately after the GROUND CL 0TH 1•~7011Mt6lIIA71DN¦qp NVOHI"1~~1'Y
~ ground foundation Is prepared. For gravel, spread filter stone In a uniform layer o to the specified depth. Where more than one layer of filter Material is used, MONML IOOL~ ~~OD ¦t0O`
a spread the layers with r~iniMnl r?ixing. r
N SynihetiafiNer fabrb - place the cloth fitter directly on the prepared foundation. ~ SIDE EL E V.4 TION way ~ ~Nrnwwos moms oR w ow a
Overlay the edges by at least 12 Inches, and space anchor pins every 3 ft ~ along the overlay, Bury the upstream end of the cloth a niniMUM of 12 lathes >0~'M/N. OR 4X C/RCUMFERENCE OFLARGEST T/RE. vrrr~a~~x~wo~ows ~aar.siverw~~a~o~an~ow roo~aw~~?iaa~~o,
V below ground and where n¢cessary, bw^y the lower end of the cloth or overlap WH/CHEI/ER /S GREATER POND •B• OUTLET STRUCNRE DETAIL
with the next section as required, Take care not to dar~a8e the cloth when y~ plocing riprap. If damage occurs, remove the riprap and repair the sheet by adding Nor ~o ~ 1
pq Another layer of filter r?ateriat with Min(MUM overlay of 12 inches around the damaged PRO V/DE APPROPRIA TE TRANS/ T/D
,a area. If extensive da~age Is suspected, remove and replace the entire sheet. BETWEEN STABILIZED ~ j ~ ~av
~ Where large stones are used or Machine placement is difficult, a 4-Inch layer of CONSTRUCTION ENTRANCE AND ~
o fine gravel or sand bay be needed to protect the filter cloth, PURL/C RIGHT-OF- WA Y a.ar ~uev
4- stony plaeMn~r! - Placement of r~prap should follow Immediately after placer?ent ON n~m~wa r~wacauw~w~w~
~ of the filter. Place rlprap so that it forms a dense, well-graded r?ass of stone 3 with n roini~?wh of vads. The desired distribution of stones throughout the Mass R7¦IINMri p1i~OKOL/Mi~'IMIMr
-a r?ay be obtained by selective loading at the quarry and controlled dur~ping POND'A' ~IERGENC1f SPILLWAY POND'M FOREBAY WRMP
-N during final placement, Place riprap to its full th(ckness In one operation, Do d not place riprap by duMplne through chutes or other Methods that cause r
S segregation of stone sizes. Take care not to dislodge the underlying base or fitter rsnac EX/ST/NG GROUND
~ when placing the stones. ~ PA CEMENT wms ws r ~ aiw~r aoNOw ea~go~. wws r ~ wr. M r
The toe of the riprap slope should be keyed to a stable foundation at its base. The N t
toe should be excavated to a depth about 1.5 tires the design thickness of thQ riprap and should extend horizontally from thQ slope,
N The Finished slope should be free of pockets of small stone or clusters of large t~
~ stones. Hand placing gay be netessary to achieve the proper distribut(on of OQ U N
~ stone sizes to produce a relatively smooth, un(forM surface. The finished grade j of the riprap should blend with the surrounding area. No overfall or protrusion low
of riprap should be apparent, STONE CLEAN pL A N I~~EW
Z ~N • e t w~ L
v Maintenance 1n general, once a riprap Installation has been properly designed and Installed It W requires very Uttte r~afntenance. Riprap should be inspected periodically for PVC VENT P/PE
a scour or dislodged stones. Control oP weed and brush growth May be needed In PVC END CAP 0 -
0 0 CO/VS TRUC Tf ~N SPEC/F/CA l/ON.S
PVC ELIIOW 0 cl
J 1. STONE -USE COARSE AGGREGA TE (2 - 3 INCH STONE) SCHEDULE40
2. LENGTH - A S EFFECT/ ~E, BUT NOT LESS THAN 100 FEET. ARMASSEMBLY ~ PVCP/PE
U 3. TH/CKNESS -NOT LESS THAN E/GHT (8) INCHES.
4. W/D TH -NOT LESS THAN FULL WlD Th' OF ALL POINTS OF /NGRESS OR EGRESS. ~C'EMGLOSURE 0
'u~ TOP OF SPILLWAY 5. WASH/MG -WHEN NECESSARY, WHEELS SHALL BE eLEANED TO REM01/E SEA/MENT PR/OR TO R
~ ELEVATION 97 (POND A) $'rpNE SIZE,dso~6" ENTRANCE 4N10 PURL/C R/GHT-OF- WA Y. WHEN WASH//VG !S REQU/RED, 1T SHALL B£ DONE ON LL Z 0 LiJ
~ ELEVEATION 95 (POND B) 3 AN AREA STAB/L/ZED W/TH CRUSHED STQNE WH/CH ORAIIVS INTD AN APPR01/ED SEDIMENT TRAP
A D O O v O D OR SEDIMENT BAS/N. ALL SED/MENT SHALL BE PREI/ENTED FRpM ENTERING ANY STORM ORAIN, -i 0 > co mmmowmm
U Z D/TCH, OR WA lERCOURSE THROUGH USE OF SAND BAGS, GRA i/EL, BOARS OR OTHER APPROI/ED uJ Eu >
METH40S, o~ r
o 0 0 0 3 6. MA/NTENANCE - THE ENTRANCE SHALL BE MAINTA/NED /N A COND/T/ON WHJCH W/LL PVCP/PE if?" I~LEXlBLEHOSE BLEB ~c Q
PREI/ENT TRACK/NG OR FLOWING OF SED/MEIV T ONTD PUBL/C RIGHT-OF- WA Y. TH/S MA Y REQU/RE
PROVIDE A LAYER OF FILTER T-'I I I ~ I I~~~ I I~~~ I ~j PERlOL7lG' TOP DRESS/lVG W/TH ADD/TIONAL STQNE AS C41V0/T/ONS DEMAND AND REPA/R AND/OR SCHEDULE4Q
S FABRIC BENEATH THE RIPRAP '-~-T ~ ~ ~ • BOTTOM OF 8PILLWAY 3 ELEYATIDN 86 (POND A) CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, PVCP/PE ORJOINAL ISSUE DATE. 5129107
~ 10' ELEVATION 94 (POND B) WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF- WA Y MUST BE REMOVED IMMED/A TEL Y. ?~s PERMIT SET
o, 3 7. 12' X 24' METAL GRA TE MAYBE USED. GRA TE SHALL BE 25' A WA Y FROM PA t/EMENT AND f".& 5"FA/RCLOTH SK/MMER `~`~~~~i~ CA6j~ ISSUE DATE:
O J APPROPR/A TE SEDIMENT CONTROL TRAPPING DEI~ICE SHALL BE USED A T GRA TE OUTLET POINT. y ESS10 CONSTRUCTION SET
T A !1 / / / ~'7 !~1 A / ~T^ r~1 I / / ./1 A f : QC c c Af K ISSUE DATE.
ado 'NOTE.' ;z f { 2
EMERGENCY SPILLWAY SECTION S IHL:~ILILtU L'UIV.-.5 /f,~UL UIV 4 w DRAWING NUMBER:
0 NOT TO SCALE SEE DE TA X S OF SK/MMERAT i4co
EN TRA N CE (NOT TO SCALE) WHW. FAIRCLOTHSKIMMEXCOM i
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(37t~JS 0110N) 10000
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90/50/Z L ~31VQ 3t1SSl ~ l l t 61 t 1 ~dNI~JRlO 5/~7/]6V `?13Z/7l1213~ s ,
~ 1 S3/100L~~J 3d07S ~o
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139 QI9130d 13S Otil~321d O r~~
SNOISIA3N

•
REVISIONS
O PRE-81D SET Q POST T ISSUE DATE ISSUE DATE
DATE DESCRIPTION
A~~~~~,~~s ` 3/4" PIPE SECTION ON w~rx~•rr~~rntsr~?•s SMOOTH RADIUS
eac~o~s~w aso' ~p~
~ ~ • HOSE SPE CS 0R U N
~ M ANY STANDAR~~
FIN. GRADE 6" CONC. COLLAR Vi~iEN NOT IN PAVED AREA. 24 DIA. OR SQ.
rR,+owa~ ~ SNOPP G CAR 2 s ~ '~~~'ti'.~'CX`I~'G71t""
~ INVERT SHAPED
s p ~ TO 3/4" PIPE =1 il =111i~llll 1111=1111=
£ DIAMETER 7 CU. FEET OF f ~ + I = J I I I ~ BASED RO~w~GE o
urs~a, Pry ' ~ act~a~ar~ea~wo I~EO 7i~AS47YaN Plww Keep Our Porlchq Lot Sufs 8y RNumb~q Your Cart. sic pry ~ 2 1 ~2.. CRUSHED STONE ~ o 00 0 0 0 84X SCREW TYPE v
8
Thank You fa ShopP(n9 At lowi o~ ~ CAUTION: GAD o°o ° o DO NOT BLOCK * ° °
IMF Are MN ~NOeNb fir Dmapw CawN By Gr4 4R N 7M Lit. ~v F GRAIN PATS 00
AYl'R~ 8JR/9E 8~b~ o 0 0°0 0~0 • ~ • ~ • CONC. THRUST r •
• 77GRIMOdMgLLIENMTi • ThENlYet'3i~1M11K~GIR1'/81~1LADOf7RA/ICrld 72E71NPANp/~Mi1MD1/rG?r/~1( 61L101'CQoY~Ir~[VEI7C.1 BC1IQ s * e" N.R.S. DE ~L ~ r' 15 GATE VALVE Z` V
• 7IE[E7FRR'/NTIENg90'RE7G4M'NA9ABNAEGUILN1E70.4d91RA7E?i7'dGNIIlE'Y' IV fl~fENILYPD ~YlOIpP1YY0: • WATER MAIN
• B~iGCQItOUAGG0ILQR/9P11~4~ALlE • 87R~1'IEACRG48 )I+C~ADTTC~/!?AIA~ip7l~Q ~•X~v.ry~s~nac 6" OIA. HYDRANT
• ~fGiY JI~~ALLM/YWNL s~mcAUte SOCKET p BRANCH z z V
OR LUG( ~ ID Cy O CU CZ 0.
PLAN aj am
TYPICAL FIRE HYDRANT cm~a m--t~cV
~w cL. o
TYPICAL MANHOLE INVERT ~ NOTE: tN.T.S.)
FlRE HYDRANTS ARE TO 8E MUELLER, COMPLYING VNTH AWWA C-502, ANO PAINTED AND COLOR COOED IN ACCORDANCE WITH FlRE DEPARTMENT REQUIREMENTS. MAIN rED 7S J IN
(N.T.S.) ~ VALVE SHALL 8E 5-1/4" DIAMETER. NOZZLES SHALL INCLUDE t?NE t1) 4-1/2" WITH VIITH
I'X1V~X.YIO.7liML CAP AND 1W0 (2) 2-1/2' CAPS. THE HYDRANT BARREL SHALL ALLOW FOR FOUR A
87E.E1 fi:A18 FEET OF BURY. A 6" GATE VALVE SHALL BE INSTALLED ON EACH HYDRANT
gA~ B'-B' SERVICE. FIRE HYDRANT TO 8E DRY BARREL OR ORY HEAD TYPE AS SPECIFlED PER IER
THE CURRENT EDI710N OF LOWE'S PIPED UTILITY MATERIALS SPECtFlCAIIONS.
TENSION WIRE HYDRANT SHOULD 8E EASILY ACCES~BIE AND PRQTECIED AGAINST MECHANICAL
7 ANO VEHICLE DAMAGE AS OUTLINED ON UTILITY PLAN SHEET. THE DEANS OF PROTECTION SHOULD BE ARRANGED IN A MANNER THAT Wli.l. NOT INTERFERE WITH
'(HE CONNECTION TO OR OPERATION OF THE HYDRANT.
b °40 r*r.
113/f' 1 5/8" TRUSS BRACE r Q ~ Z IN ca O
LINE ~ TRUSS ROD do POST =w V N t1~ ao C44 .
!6!N• TURN BUpCLE o Lo W C* co o 43
8„ TENSION WIRE RR ,0008 L,B. CO~NC#~,EIE
SlfILL ~EAA n as
~N~ ~ 1 >a'LILI adx I08T6EL PYPF 111i=1111 1111 1111= =1t11'~ :'llll= ~.-s•-~=1111=1111'' .:111=1111° 1111=1111 .,;1111= 1111=1111:'' .;Ilil~lllt ~ FoR N~~p PUNDISTURB~ E~THT
PANVTEDRE~D I~ANTCHbtK~N (USEWKLNM~BQT.A~ N 'j "A" AS I DILATED. try woo
ARQEVtaELtT.AdJ A
NOTE.• FURN/SHEDAND /NSTALLED BYLOWE'S 1111=1IIi~illt=1111111= =111i=1111= =1111-1111=
GATE OPENING II ~''='~"~:t:~`'~%~• I 1111=11 III=1111
SEE PLANS GATE CORNER, END
2 STALL CART RETURN RACKDETA/L AND PULL POST
TYPICAL VINYL COATED CHAIN LINK FENCE LOWE'S HOME CENTERS INC.
FOR AROUND TOP OF DETENTION POND AREA TABLE is
I aV J irYR 11a DMILLV C Mu.
(N.r.s.) WILKESBORO, NO 28697
~ ~ - UN~STURBED EARTH 1336-658-4000 (V) 336.658.3257 (F )
6"R A ~
RAMP SURFACE SHALL HAVE LUE REFLECTIVE COURSE FINISH CONTRASTING PAINT Ecnve 3~-0~ TM DMWIN4 W THE MOPIUM OF LOWE'S HOME CENM;;t,% INC. ANY UW OR REPRODUCTION
TO SURROUNDING WALKWAY . ~ 8~-0" TENSION HARE PLAN ELEVATION IN WHOLE OR PART IS PROHOTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOAAE
. o 10'-0" CI`WERS, INC. OMROHT 2003 ALL MitfTO RESERVED
CL
THRUST TABULATION (KIP) MIN. SA SOIL BEARIN BEND PLUG TEE TONS F p~pE BEND BEND BEND OR ROCK HARD THICK LAYERS 200 N. SAFE TEARING
b i ONSZFT.
~ ^~g ~ 1 5/8' TRUSS BRACE 200 0
DIA. 22-1/ ' 45' 90' 60' BEND ROCK EQUAL G OD MASONRY 25 2 -4' 0.7 1.3 2.5 4.7 3.3 ROCK EQUAL BEST BRICK 15 25
~87' TRUSS ROD dt ~ TURN BUCKLE 6 1.5 2.9 5.7 10.6 7,5 ROCK, EQUAL POOR BRICK 5 15
s~ TENSION WIRE 8 2.9 5.0 9.8 18.2 12.9 CLAY, ALWAYS DRY 4 5
0~ I f ~0~ 10 3,8 7.5 14.8 27.4 19.3 CLAY FAIRLY DRY 2 4 ~
F~ 5 ~I~ 4 ~I~ 5 ~i 1111=1111 :•1111 II =1111= liii' III=1111= ~ 1111=1111. 1111= 12 5.4 10.7 20.9 38.7 27.4 CLAY, SOF 1 2 1
PLAN VIII= =11 i = u11= • III = ~ IIN= 14 7.4 14.6 28.6 52.8 37.4 GRAVEL COARSE SAND FIRM 8 8
w 3" ~'_g" i s~ 16 9.3 18.5 36.4 67.2 47.5 SAND COMPACT FIRM 4 4
_ 10:1 SLOPE J ~ 10:1 STORE " ~ ` i THRUST X 1000 SAND CLEAN DRY 2 2
N w~ . ~ . ~ . • r : • ~ . • . . • ~ Of PARKING SPACE ~tIT THESE SPACE 1AEMBERS iN `D ~~-4" END AREA SQ. FT. " BEARING X 2000 UICKSAND ALLUVIAL S IL 1 2 1 Z2
3'-0" GATE GATE CORNER. END
AND PULL PdST THRUST BLOCK DETAIL
ELEVATION ~ (N.T.S.)
~P SYMBdL GATE DETAIL
~S HANDICAP RAMP INTERNATIONAL HANDICAP S ~ (N.T.S.) NOTE: NO CONCRETE ~IiALL COVER OR COME INTO CONTACT
(N.T.S.) (N.T.S.) W/ ANY JOINTS, OR OPERATING VALVE.
~r 20`
6~~r uj
EXISTING GRAOE Z~ .2,»~ C~~CRE~~AD E . . UJI CIO
36~ w
- - Q ° z x
I~ III t?1 14" DIA. w IA, T
~r 0 a
,t .n ~ ~i(( 23" DIA. o~
r ~ VA VE X ~~R~~F10WN BAR QU UJI . .
ZY cl cc z
~ ~ ~ i~` 14' F- Z RING LA.
~D ~ 14" 14' ~ ~ ~ t ~ VALVE BOXDETO'LECTOR RI o w
0 8% 0
v ~ Nn illl N.T.S. UJ z
4 N v~nc ~vto~u~s ~P J LL .j 0 > M
1RAR1G MMT y R~40' =1 n =1 u= i~= =u -i~ = u = NOTES:
1 -SCREW TYPE VALVE 80X M 8E USED AS ALTERNATIVE. 10X M AY C/) Llj > O
~Y R=?.8 ~ ~ a~-s• r- i ~ ~ _ spa e~ nvE. LARGER FLJU"
R~{0` =1 i~~i ~I~ 111 _ _ Igl=~1 =~IIt- 2 - GATE VqDIES 24" ANO ~ M MUST BE MECHANICAL JOIN . ,f w JOINT m w
O L~ ` N ~ T ~ AND EQUIPPED 1M1'H BY-PA BY- PASS - 0 Z,
32' b CONCRETE I~EAC~TION 'M Ili :..w _ ~ /2" ANCHOR RODS VAt.VES. BLOCKING 4 -0 BY ~ (a 3: - m I~
2 RIGHT OR LEFT 2'-0" FOR 10' do 12" ~ ~ U~ • 1=~I = CONCRETE ~2EI~TiON t f t ei~~ ORIGINAL
TURN ARRQW STRAIGHT ARf~OW 12" VALVES. BLOCKING 2 -0 1MDE • ~ ~ ~ ~ ~ ~ r ~k CA °f,? ISSUE DATE: 5129/07
CONCRETE CTION 1 ~-6" FOR 4 VALVES. ``~~Q~~~? CA 81.QCi~NG 4~~0~' WIOE r y~'~o~E~~o FOR 6 do 8 VALVES, = SEAL 1~ ~ESS/Q,~, PERMIT SET
,T.S ISSUE DATE:
SEAL CONSTRUCTION SET
C COMBINATION STRAIGHT AND TYPICAL PAVEMENT MARKINGS r~o-r~- ~ioi v~ Rn~r fl~"T~II _ ISSUE DATE:
i~q 7 DRAWING NUMBER:
LEF LEFT OR RIGHT TURN ARROW I OCTAL) S7 ol' 16 ef
cN.rs.> NOTE: VALVES LOCATED IN UNPAVED AREAS MUST HAVE ATWO-FOOT
SQUARE CONCRETE COLLAR, FLUSH WITH THE FINISHED GRADE. ~ ~ 14
d

REVISIONS
PRE4MO SET POST BID SET O ISSUE DATE O ISSUE DATE
DATE DESCRIPTION
1 • ' • • , . • • i . T a ~ • '~'r~.
!~El:11G4H R,~6 VULCAN V•daIBO~•1 • M ~ . • • • • ~ • . 1 . ~ ~ . ~ 11 . ' • , v , • • 1 . 1 IP
EAST JCIRDAAI l~',? , ~ ' • . • . ~LOgOPS/GSOWCRETE -I
USf~JNDRYS130-R 1~
't~ • ' , . ~ ~ ~ ~ • ' _ a .s. •.i r• d
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. i N• ' , • . j . ~ ~r .mow . t -I ~ I-) ~ I~~ ~ CAI~PACTEOSUBGRAQE(PlERSPEC.SJ SECT/aWA?75f
~ w ~ . , , . M/R~1f/ 14AIY 11401U .s. •
v ~ ~1~~ /rV/rII fi.I1 . y VENF/L TER . , ~ ? t•,+• ICI I I^+ I I, N ~~A„~,,~,~ f ~ TO~~,~KW/D~ sT,~,~ ~~F~~~3,~
•i~• • : • D TONE IAA HE • ~ • , N~WaVENFlLlFR- ' ! y • ~ ~ , ' ail' ' • • , . ~ • j fABR/CC~REQUAL ~I I I-I ALL .~ObVTS SF4LE0 PER SPIEC PRQ/ECT SPECIAL P1ROVIS/ANS
REFERENCE _ ~ _ S/D,EWALKDETA/L
~~a~. N SECnonra~ ~ . of
6" • A ` -c UI tip' M! Q A/~ d~ne~ ~Q~~~~~i~~i r s auVls~av~ ~i_ I I I ~
~ ~ ~ 1~V T~I I'Y-{./~{~ STl7I'Y~f M/~ VI I i~ W irMN /i~ • ' ~ ' ~ II , • 1 ~ i/~i ETE ff 1 ~Q~ ~ ~~r~^I~, ~ . ' ~ ~ ~ ~~/MirCT N rM~ PRE-CAST C,ATCHQASIIV ~ sPECU~~r~ rravsANa ECIAL A+~OVi~~IONS ` 6' f a ER F A F t. 4 T E D P V C P/ P E I/G4LENGNI~'ER ARASSPEC/F/ED ALEAN-0l/TPXUG ~FOIlN~;COVER FR
PERD.O.T. HEAVYAUIY • , • ~ 'r ; _ ~ T,0 BE UTILIZEDAS OYRECTED 8Y TJ'~fE (~OT,~C~VIC,AL ENC OR WN ~AIV lnIEPLANS. ANNC/ AS SMD V z
RA/N t3 z a m v
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d o N r mi
Eiji I - -T~jr~ G ~ `nC~N
REFLECTNEALLA6!/NUM LEOENDANOBQRDER- C~tREEN CGNCRETEPAD LU a o
N~'I/TESYMBO~L ONBLI/iE6~ACKARPGWO ~ Q' TH/CKx1'-0' ~ BACKQROUND - WH/TE
0 NEF.NAHR-l81~810 t~ ~ 7YP/C4L ATALL NANO/C.~IP SPAG~3 SQL44R6'BYGENERAL CC~NTRACTAR '
M !8"APRONMIN 18"APR~V fN I~JLC~I N V CAL CAL ~r TH/S S/ON TYP/CrIL ATALL mom
5 fQUNDRY41,3~64?9 '~•4NAC~ESS/BLE' PARKWO SPACES
MW 6" T1~N~ C:O~IIfC~'?1~APf~~~II f/~'?BEND
WITH f t~YWf ~s ~a~ a
NCB. 4 PEt1G4LTYS/GHYVITH WY~RDINOASREQUlRED
SLOPE ! PE ~ sco BYSTATEARLOri~IL LAW
D~00 . , • ~ o
r' .S ! . t 1' ~ ~ .J ~ I' ~i • 1 • . • o QALVAIYIZED Y!"CHANNEC PbIST / ~
, y f w.. o co M? t'. 44
. ,f ~ / r • •1 ¦ .~•cu+. scr~?4vc~ac~,aNrz~vsrFEC - - - s~,4ar~is~u,~ - - - PlPEBQf1AR0 PAINTED 0.4f~G4 YEZLOW 1e- V n„ .
` • i •t • i• 1. Fi6LlE0 WITH CDiNC~PE'IL~ ~ o=~N
. rj• i .ti v ~ ' M1RAfI l~AN
• • o NO1N~W1?VFNflL Wi4SJ~ STQWE ~ 4 ~ A ~ ~ CLEAN~UT DETA/L 4a o Ll o* M
~ ,y,•.• ~ ~ t ABRIC F A~? EQUAL ALf.Ar~V~Nti/ . • ~ ~i I=., 8' P3/ .u CIJMVG~E7L~' A
v•
~ , ' ~ PI
• L • ; r , REQ l ROi44, WEEPHOLE 4 B"? . , V , M , ~ • v~
~ • ~ ~ 1 • ' MIN ~ ~ • ~ MIN . ' ' • y ~ ~43T~,IN~L,ACE I~y~~E-QAST STRUCTURE .i'
' ~ ~ •A ~ ~ ~ • . j • ~ . CONCiRETE1NVERT PERD,C.T, IYEAVYQIlT~' ~ TRAFf/CRA~NQ' ,
t ~ • ti • , R4UA~D PREC4 T ~I N S • ' , MI
• 1 ~ • ~ I f • • ~ ~ ~ ®E D FO~i i ~ ~r ~
~ . ~ • , r4 ~ ' ~ ~ '1 .
~ ~ • • • + 0 LOWE'S HOME CENTERS INC:
• '--t I }-I ~ ' ' ' - Z'-~"
i FIRE' PRpTEpT~ON AA~G4/IV ST~/B•!~P • 1605 CURTIS BRIDGE RD. WILKESBORO, NC 28697
N was~rEasTTCawE INhO SPIRINKLER FINISHED
ROpM FL 336.658.4000 (V) 336.658.3257 (F
0~ pNEATEAQHNANDIGAPSPACE ' WHEI~EhfANDIC~IP SPACES FACEEAGHQfHER W/TH4~I1'WALKWAY THIS DRAWING 13 THE PROPERTY OF LOWS
T~, THFRESFIACC BE4NEPOST W/THS/aN3M0llNTEDBUINSlDES C4ST IRAN HOME CENTERS, INC. ANY USE OR REPRODUCTIG h W WHOLE OR PART IS PROHIBITED WITHOUT THE
SI.EEVE~ SF4L FLAJVG1Ed PERLQCr~1L Cp~QE EXPRESSEa WRITTEN CONSENT OF LOWE'S HOME: z CENTERS. INC. COPYRIOKT 2003 ALL RIGHTS 1
SPIGOT PIECE ~ - sn~APP/NoRC~o RESERVED
PIC,AL sEESPEC~Fir~ripNs
i ~oRRE~r~u4EaNCC~rr~
~ 5lZE'Q4FS1~4~4P1PlN G CAST I ~ RpN RG~AS 1
BELL ~ C 1 SP TPIECE o
APPL Y
Pac rEmnENE~ ~ ~ sr~PiNG ~ ~ ~ ENCASEMENT PER ~
REFERENCrE SECITONC~'30 RQD ~ MIANUFACT~IRER~ 000,
OF L1S1llVC~
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