20100684 Ver 1_Site Plan_20100825

RE: Foothills Commerce Center
RE: Foothills Commerce Center
Rhonda Honeycutt [[e-mail]]
Sent: Wednesday, August 25, 2010 9:44 AM
To: Strickland, Bev
Cc: [e-mail]; Becky Johnson [[e-mail]]
Ms. Strickland-
Page I of 3
Because of the large file size, I have saved the PDF to our FTP site. If you have any trouble with the file, please let
us know.
ftp://mcgillftp:[e-mail]/Foothills Commerce Center - Ph.1
Thanks-
Rhonda H. Honeycutt, Ell
McGill Associates, P.A.
55 Broad Street
Asheville, NC 28801
Ph. [phone]x173
Fax[phone]
[e-mail]
www.mcgillengineers.com
From: Strickland, Bev [mailto:[e-mail]]
Sent: Tuesday, August 24, 2010 11:17 AM
To: [e-mail]
Subject: RE: Foothills Commerce Center
Ms. Rhonda,
Sorry, but I thought of something else. They need to be the signed and sealed set you sent.
Thanks
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
[phone] [e-mail]
E-mail correspondence to and from this address may he subject to the North Carolina Public Records Law and may be disclosed to third
parties.
From: Rhonda Honeycutt [[e-mail]]
Sent: Tuesday, August 24, 2010 10:49 AM
To: Strickland, Bev
Cc: 'Becky Johnson'; [e-mail]
Subject: RE: Foothills Commerce Center
Ms. Strickland-
https:Hmail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 8/25/2010
RE: Foothills Commerce Center
Page 2 of 3
We are working on your request. Do you need specific sheets or do you need the entire set of plans? Will 11x17
PDFs suffice?
Thanks-
Rhonda H. Honeycutt, El
McGill Associates, P.A.
55 Broad Street
Asheville, NC 28801
Ph. [phone]x173
Fax[phone]
[e-mail]
www.mcgillengineers.com
From: Dale Pennell [mailto:[e-mail]]
Sent: Tuesday, August 24, 2010 9:04 AM
To: [e-mail]
Cc: 'Becky Johnson'
Subject: FW: Foothills Commerce Center
Rhonda,
Please see DWQ request below and copy me when you send it to her.
Dale E. Pennell, PE, PLS
Senior Project Manager
McGill Associates
55 Broad Street
Asheville, NC 28801
[phone] office
[phone] cell
[phone] fax
cM
N S S 0 C I A T F S
"Building Partnerships by Providing Superior Service with Professional Integrity"
From: Strickland, Bev [mailto:[e-mail]]
Sent: Monday, August 23, 2010 1:22 PM
To: [e-mail]
Subject: Foothills Commerce Center
Mr. Dale,
Could you please email me a copy of the site plans in pdf for Foothills Commerce Center?
Thanks
Beverly Strickland
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
[phone] [e-mail]
https:Hmail.nc. gov/owa/?ae=Item&t=IPM.Note& id=RgAAAAAAOgPoLNIPQZ06vH V R... 8/25/2010
RE: Foothills Commerce Center
Page 3 of 3
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties.
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHV R... 8/25/2010
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oca _ 'Pt,eJAaax F1NIS4ED ftaae FLEVATICN , " ~ . , N '~'a'r~i r . s „ r ! 1 ~'I i 4 ! ; I 1 I I r , II ; , s ~ y t ` " t ~ ~v ' I ~ I y , i _ srwER a€aN WT - r : f ~ ~7 r ' r r ~ ' 1 I li ; I V ~ ~ ' r',, f 1 ! it } a ESe MGNITARINA wEU t Q , 6~ ! ~ , ~ 1 ,f r r, `711 f i titt ` ? ,~~t t..."" \ In Y t, ELEDTR7c SERMCE sue-WT r I / 1~~~ r` , ..ITV - - t: ~ I ~ , r` 1;71 - i- .V 1 .A v `ti _ t~, ; I I t ~ r r"' , I a. F'' , l ~ i jii ~ ~ I11 I I r l fir I t ji ~ t rrI .ter r ' ~ 1/! 1 I i t~ r t! t r 1 11 ( tr.__-' I t
4ass PR PIEZOMEFER . ~ r 1 ! ; - ~ ET~L; ! j I .I; 3 } r, , / t ~r 1 , y t; `i t, I ~ A t; GAS SERVf{E SNB-WT ~ 1 f ~ , f i` 1 ~ ~ 'i~ i r ( , i 1 i• ! ~ A ` tiY '"t~l ` s, .~A~ ~ t9.~ \ ~ t, / +.,"'or ~ I r ~'f'7"'d' r 1 !11 /lrr f rrf, s r ~ A,~ I t, \ 1 ~ .t t ® LANDFILL GAS M~110F5NG FR08E ~ - ) ' .,x ~ _ ! I r ~ t , ; r . 11 ~ ti. ,A ~ ~ t CATCM BASIN ~ i .I / ~ 5.4 r l f f r f , ~ \ i t: r r I } I 1 j ~ ~ 1 / l ( r r I~ 1 I r1t j I i'~, i 117 r if ,f I ~I /r l/ l 11 ~ i I ~ 1 I( i,Ji ltrr ~It' t ~ 1 r 'r( ~ ! i r,rr( I~ ! ~ ~
CURB INLEF ~ suRFAGE wArEa sAMFL1NC amanaN IRON SET AF THE ED C ~ - °.t 'ft AL J. , ~ ~ 1 ? Q4;J,',t ~ . ' rhl,5~~ ll.f if ,'T'1 ~ t ~t f _ _ ~ v ` . 0 9,64 PROM A RR IK ~ ~ ~ ~ aNM LANAflLL AAS VENT 7.,-,. , a i I/r r' f . . 1 1 / r r / r r I, , ~ , - , ' I I ; } ,n A T i tt; 1 _ _ WATER UEIER ii , : ~J' 1. ~ ~ r( ; L ~ ~ :.I ` ; \ . ~ I ~ ~ ~ 't ( " ( ~I ~r; i cif f.1 / 11 i I sl 11:.1 ~ 1 ~ ~ ~ 11 } r t 1, r l ' ~ 1 lii j 11 1 1I 4!i il~ / t `i1'~~'i rII i~ } 1 1 O C~ t/'j •p I r J ~ I rf~ n~9~ r- r r r 1 i ~ ~ ~ i I ~1 ~ I( i 7 ! iv !Il ~ 1 1 ~ ~ }
qm ~ LANAFILL GAS CCg.6ECRON WRIF~AD - / , ~ / r l , r' . - fr r , { t ~'i G r _ . FIRE HttIRANT _ fJ i.'f .`'J ,'''ri r. ..rrl~! r _ w.. /r~ ~~~!/f / j i e f/lr / 1 I ~ ~ \ t wwU wArER vPLVE POTAB E WAFER WELL ~ I r, , , r . ~ / J r h r r I I f t ~ c ` t , ti yr i an epow tlfP VUV.BLOW pFf VALVE ~ MAIFHAR DR PAPER BU% 4 r, kYl q. tl ~~1~ ///ir' ~ J.. ~r'/ r'I~,r T 'i A ~ V _ ~ i i, t r b ~,i / ir! r r E. ~ ~ i l it}; jrr/1 1, ~ j It i l 11 i I I 1 11 i f/ ~ ~ ~ m } 1 ~r r 4 a / L r r r! l i .l =:?5C 1 r r ° P J
•a/M nw PosrAL oRnP BAX ' „ r . ' ~ y,, r I I I r,! ?I ! ?.r / _ ~ ri'~i'` J'~j ~ % //(,'rll r ~ r ; t r i ~ } + r } GAS METER rl r f. t r, I `v l / f ,r r r, f . rl IrV ii,~~~` ' ` r rr r r 4'` r 1 ~ fl ~ tr , 1r r 1 (l l l ill ~1 I , r ~n LL' ~ ~ I.;. r r ~ ! ~ ~ ~ ~ 1 ~ , l ~ I/t; ~ ' 1 ! i ~ III iil i ~ ~ r• r,. ~ ~ ~ ~ ~
.arv AuT msx SATEWTE I%4i , ~ Ir1',' 1 r' } 1 { f I / JJi ~ .~l M*~' ~ _ .`l.V A'V 't t - { ~ CAS VALVE ~ f ` L ~ l prn~ aauaoer . ~ , : ? ~ r ' , ;III r?<<r ~ - f ~ t I ~~t ~ t.,w~ A ~ l l , ~wv srAn~,~~eA1HgEra 'i,Jr l l :,i' - ~~g-, ~ it I, IRRIGA7ICN CCNTHAL YALYE , i r 1 ` 1 I f f t r ~ / ~ } \ \ \ \ ~ f f ~a~v THE€s rf~ ' '?:f ( \ 1 , I ...t~......__. / } t' t~ `\gw#w t ;l: ~ J ~ r~~,, i } U II C' h l G Jr 7 ( i } ~ r ~ r"ri, rr r1T`~l ~ s 1 ~ _ s'
PC6T RVRIOATOR VALVE - ' ® E,~NC Via. ` r"'. ` r t V r I t t d C ti, f t ~ `t\\ r4 '~VAV~~ A V L ~,il r ~ff \ w EIECTR74 JUNCIlCN GCX 4R AUTLEr SHRUd3 1 BUSIES • t~, ~ I' ~ ~AEP~v, AMUCK k ,4 r '1 ~ r ' ~ '~i rr ~ cr l ( ~ ~ ~ ~TY WA~14'~R` Z W O ~ p r r 'r, t lit r 1 I~I.t r r !rrr. ,1•. r,l I i~ s t~, ,I ~!-NL]U?Z111~ ~ ~ 11 ! t r rrr or ,/r ~ t' , r ! i t i t k ~ r 11 11' ~ s 9,P~72~ ' W
ear rRAFFle slcNa. Bak (H} HaWZONTAL A>~uvo olsrANAE t i •.I ~ L ~ T V~-:~,~'4 L y ! ~ L e - ~ ~ `1, ` v v 11 I 1 l if ~ ° & NC STATE PLANE CREG AISTpNCE ~ i t ~ I \ ~ ~ \ \ I , 11 ll! .•ir r frr`j r'' it'~r rrl'' I 1 t ! i II ~sl ~I'r ! I ~ ~ d ~ LL G l.y , r /I r r~ I f /.~J rll I i I !i } I I ~ i
~ i4 G ~ 'Lo ° n,` ~ ~ v i t IIi ` t, w ri r R, CARSON HAMRICK k i ~ c, " ~ \ ~ _ WUhR s ~ ~ i \ I -X-x-x-- FEGC£ I 18,G-37; 3,U-559 k ~ ; t,.. ~ . ~ ~ vvv , . '.I~'t , '.:t~y°, , i ! _1 r r r ~ i_ t r .II11 ;l { i{ I I i r ~ ~ f , ij(~.' rrr' ~ !s~ ~ ,f : I 1 ~r~I ll~li ~i, ` 'j•, i ~j
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_-_...........e,____g_.. AAFROMMAg LCCATICN OF k ~ ~\'r\ \ \ ,\'y\ - Exlsrwc unES j I 1 • `Nt,` ~ - v v ~ v t I t~ <t', , v vv ° AP14tC7f1MATE LACATIAN OF f . 1 1 ~ ° ~ ' - \ \ \ \ , ` \ , > \ t. \ \ / , ~ i;' ~ , t' r k~, I I, ~ x- ~ ~ rr /r ~~'//r~ ~ e ~ ~ ~
Ek1571N0 WATER TINES f ! \ ~ \ , ......___._g__..._ APPR9XiMATE LOCATION OF C I . j'1 L~~. Av • ~A VV ~,.,L ~ ~'VA ~ v`~~ ~ _g~ Ek181L40 GAS LINES J t .,.1 A VA ~ \ ~ tiV' t 1 ~ ~ ~!r f. 'r ~ ) ~ Gi liar i A ~r ~ ~ r r ~ I 11 ~ asi! I 14' ~
r,nulu ll,u nul ur TRPSTOE WNES - ~ ~ rl~: l~/ w ~ ~ V 1 ~~A }p}~~\~ T AL 1-.~ ~ r r' l~ J/ qA ~ 1 ~ 1 ~ 1 ~ ~ v ~ t r ~ V i r r r 1 ft'/~/,y r/I ~ i, 1, i P 1 X 4 1 t 1 ~ Y4_ A A /r r' rr lr'IrrrN~~~} Ij11j1 rr ! i! t t i I~I~ ~ ~
---a-----a--•--ar-- oral uNES f r II \ \ \ t AFPRQWMATE tAOATICN GF { V fl IJ `"1. 1, \ k M ~ , _ _,,.aN_ _ _ _ _gry.... UkGEF-I7UNA CAGLE N LIP$ f of `4 ((7 r, 1 A . r// rr. Ir/ G li rN? i IIy~, , i I ' ~ t ~S~ rrr ,/,rr rrr } %lrfr P hir~,i~j+i-_ I , ! ~I, '1
crv~-- 0~ .t0AB1~7Y~UN~ ~ k ~ Nt yt~iy 1/~~ ,r ~.,,TA V\4`~~~AtA ~,'Ct.t ~ .N rlrr 11),11r N ~ ! 1 , ti
- LAGAnoN nF• k o„a t yv~v~ `~v` t t ,''t , t ~ A,KNo FlBFN APrIA CABLELINB f vL ~ , v ~
. ArPeG;-MATE LocnnGN aF ~ f ~ ~ ~ . " ` L o . ~ `i i.~ -___-f_____R ~ ~ t ~ ~ . avDexrmouND ~c~~ ~aE ( BREN~IMOOD ES~A~€ES, II~G ~ , `/,v,,', y ' , ~ y v var. IfftLLi _ nRr~axIMA7E LaennaN aF q f/~~ y pp q ~t 7 y , 't - __.._-E T ptti'kIEAA ELECTRIC tJNE i I V3Q"'"1'GI • A f \ A\ \ t , . L 1 ~ r ~ ~ u 8 r rr s ~ J ~I -I ~ ~ ~ ~ r , ~ , : 1 i 1 k ~ 1 ~ ~ ~ >v , ; ~ ~ y y 1 ~ ' / lr1 ~~r ~ t ~
APPROkIMAIE LCCATIGN AF ~ 1 Yy. t ~ , \t? ~ ~ -----T-----I-`-' - . _ ~ . ~'7j 1 i ~ '(l 1 !rr r'1i. ` 1•I ti P r J
Q UNtlERCR0UN0 TEtEPk19NE LINE$ m REF; PLAT BOOK 16 PAGE 56 `v .,v ~ ,.'t' ` ` ~~yy,~ APPROXIMATE LCCAT1AN CP t,u \ - ~ t 111 ~ r r t~ 7!~ t illl r~ 1.. 1 1 1 Il 11,~ r~'t, /I ,"r Atli 1111 / f/:/ d
"J 'T"~~T t- OvFRHEAG TE€EPHIXVE LINES , ~ ` 'Kl x_-__-anw_ RICRiT-Ck'-WAY 'j 't ae 1 \ ~ TREELCFE \ t' \ t`i.. I 1 \ I I I t l~f M1 }I/ ~ fl 'i, III I I ' Ii Ilr r'l/ ~~il,~~'~~
~ ~~`~`v ,I I i 1 ~ f I I
r _ _ _ _ - PROPERTY UNE NOF SURULI~EO \ i ~ \ ~ 1_ I I ~i i I N i~~ «~c«px~~ RoauNE V ~ \ \ , t , T f I,I ; i i f ' , , ' r r Ill i 'r I i r ~ rir i ~:If t~' ! 11 ~ 1 r, ~ J ~ /rrr
~ 51REAM LINE + ~ ' .I rrf ~ ~ `;r .t. ~ y l y !r~(f I I i i1 !Till i(it. { / / l p„i 'rir/i Iii ill, l~ ~ ~ ~ ' ! r~,~
N _ _ CENTiRLINE R4AG5 ~~yF ~ ~ 1 } ~ I ; I1 , t CENi£RLINE G1HER 1HAN RQAAS ~`tv1,`y y; i It';t , Ai ~ t~ ~ f, M ---t-t---l \ . ~ 1~ ~ i r. t r., i~ r rrr ~ ¦
~ ° - SWAMPLPJE/WE1l.ANDS i t ' ' r'- fi0' S1REA1~ BUFFER ~TYP.) ~f
_ APPRQ7URIATE LOCARON OF ° i H 1Y, ~ 1 i1\, ~U a pVERHEAA UAJTY LINE t t A' l F' ,t~" '",t~t `~"qt ~ , ~ '~~r' {~o` EACH sioE}
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~ \ r CMU C4NQtETE MA9pNRr UNIT ~ t ' ` ~ ' t ?.4.30' ~ ~ ~ N 86'27'18"W «
~ RfVi r'tAiiT OF WAY ~ ~ V ~ ~ 1f \ \ \ pg g CENT'FFdJNE O C DURVf (SEF WRYE TADL.) end x , ~ I
~ P(H $QINT CT @E£dNNING \ / w l 4 ~ t r 1~ 1', I'~;\ 4 `~~U5 ~ , \ I t
~ CP CALWLAIER PAINT ~ }.i Fft V .I ~f PB PLhi BGCH i ; n ~ • i
oB Aga mat , rh ` , ~ ~ , s, t ; 1 ~,r L uNEgsEE une TAOEJ t „ u.. ~ 1"' ` t ~ _ ,t f ,y BIAG awualNa ' Ytllli r i,it ~ 1 u < t ~
CIP CAST IRON PIPE i ` I y `U P ~'J'`,~ ~ I f' ~ f 11! ~li ~ C ~ ~ .~9 f~ I"~ u e 1
CMP LGRAUGAIER METAL PIPE ~ r cauc CANCitEFE ~ ' ,r 1, I ; v ~ V , v
m ~ JJ /f J(.7r1 /r let .r/: ~,.4 CMU OAxCHEFE MASONRY ANIT '
CPP CORRUGATED PLASTIC PIPE (p DIP DUCIILE IRON PIPE
EAT ELECTRIC & TELEPHONE r Q FCC FIBER OPTIC CABLE ( Y MISS
GIP GALVANIZED IRON PIPE ` 1 f -FING CONDITIONS W OM OVERHEAD EXIS j
RCP REINFORCED CONCRETE PIPE ewlnar 4'1rtR wrulae W y1NIMY SEWER NW CLE . s uauipz ' ` _ TOP EL M17' JB~{E t!'PtC ix VIM rvC X77 aa8 F 11 4
o U/c UNDERCROUN6 B-1 J 400 J VCP NTRIFIED CLAY PIPE 200 Q 1(" 2 ~ T~ a:TNxt rLE:narr APPROXIMATE LOCATION OF ` PVC POLYVINYL piLgilDE PIPE L! P C iY• M arLFa 770.79' t jl hJ
d FEE FINfSHEq FLOOR ELEVATION PG PAGE SOIL TEST BORING Y BL J
FEE REFERENCE UCT DEPARTMENT OF TRANSPORTATION rvcs NATIONAL GEODEDC SYRVEr s ' . w , _ , _ = 2_ r T
NCS' NORTH CAROLINA STATE PLANE NTR BOX METER BOX ..#u r E O. DATE Y REVISION DESCRIPTION

i ;r
t l iZ .1 .,.,a \ 1260-231 ~
DAVIQ C. WALL t o a FIRST TRACT REF; 6,S-242; TNIR[} T B ~ ~
1105-237 ~ N 59°57'02"W ! ~
RR SPIKE IN THE INTERSECTION per-- ! ~n !1 ~ ARTEE RD AND PLATO LEE RDQ T 25,06 V V~~~ 1 m~ f ,.+M'' oa Real ~I,:l I ` F,.., ~ ~ w
RR SPIKE IN ARTEE RD q f Qz 111. Q D 1 f y~' " ! 4VERIA° ae
t4 E ~ N 13 54 51 W 1 zcn ~ RER ~ "
149.13 f ! AP 2'ij t' ~ j
OLD iR® GPS CON MONUMENT ~ ~ , ....LINE FER DEED 4,G PAGE 473 GROUND OORDINATES 32.8 ~ '7.
N 13°54'51 °W ~ . ~ N- a ,~s6,42a2 ! 1 . . . . E= t, 0 723.5396
109.73` 1 FUTURE . REBAR _r, .
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t .PLANTED BUFFER f r~l
(CONCEPTUAL) ~ _ FRANKLIN NU ,__lC1C~_~ - n Er' E r Q 'o.'. r
r -1&80 ~ r'
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yl f . E ~ - `y, ~ ~ f ~ POINT iN CREEK RI
t5, t 50.Op' ti , r ° f~~~ k ~ k 9~
t1 a f r r; ~ ~ a ID . VA E ` REF; 13,Q-715, PARCEL 2 ~
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UaS, 74 BYPASS j a3 f ~ f ~ .
ors Ig ~'~t^ tr' ~ s
~ r ..r' ~ r r E r k . ~ ~ ; . ,e,, 1,826.~res (Inside oad /1N) ~ ~ ~fi,~ s
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1;~ f r w r ~ ,r' 1 r C, ! ~ w• t11 N
i ~ ~ f r 9P ~ , ` ~ W r. i a >
" w ~ LOHMAN INVE MENT Ca, ~ I t. ~ f .h ~ /!B~` •4t°°
r l r r `e , ° : ~ I 1 cv ~ .'O C4 (p B/a iii 1 1 - 15 i 4 v~' oa a~v^ .,ttiit t o ~i U! G
~ ~ l ~r Q xx~~ r: t a , 1 FUTURE r u , ~ 27+0 ~ ~ ~ ' ~ f ~ 11 44' h 1 Rte qY
~ I I [ J ,tu ~ C1 p°
~ MAIN ROAD 2 r E ~ r , s ~ ~ b I I° t W r ~cy 4~ / ~ ~ I I
/ 1 ~ i E r .e rv I/" ` r r ~ $th~ v~ ~ ~''pE 544 28' ~iATSIR IN P t` ! w 0~
1 ~ r ~ ~k; a ~G~3 a/~ \ ,v ~ COLEMAN A, DOGGETT
RR SP ! ~ r ~ ",M'' IKE fN CENTERLfN - _ / r ` ,~4: " ~ J ~ 1260-227; Tract 1 I ~ P ' ' / ' REF, 13,4-715; PARCEL 2
~ / r 29 ~ r r ~ i ~ • ~ h~ ~ ,
~ t ~~0 f r w ,ti ICHAEL K, BEAVER f / r I
1171°-2388 ! ° ~ -F0
e+ ~ P c r -IKE 1N CENTERL,lNE I r ~ P' ~ ' ; avERLAP
- - r ~ r ETNA R, BEAVER ~ ~ rz<~ PER Q.P. WILSON SURVEY RATED 12/29/97 ~
/ 8 U-158 LETNA R, BEAVE !l ~ r ~ 1+C F I i' ~ r~ / AND RECORDED fN DEED 126D PAGE 227 . , ~ . , z (0.44 ACRES) •
P 14,F-14 ~ ~ r R 4,U-5 ~ r ei ~ 43 'fir ~ r , 6.OQr t - t ti,~ r tr ~r~ d.D AXtE , ^
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v+ ~r~ fi, ~ f~ 1, ,
r 1,,41 ~ ~ , 1, ~ ' l r,~'. N SURVEY pATEp' p2/29 /g`" ~
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1,782 Acres {lnsfde R/W} 1 ~ ~ w..~ , ' ~ I . rr r~'~' hq~ COLEMAN A. DOGGETT ~
~7.'~~ / 1260-227, Tract 2 1!
' 1 . 1 REF: 13,Q-715; PARCEL 4 ~ ~ r
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N ~ O r r/ / (
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1 ~f / ~ gyp' -
1 t i `b ~ i ~y r/ r I/ ~1~
! 1 ,l ~ 1 ~ A~. 1 Cti . i ~ rt COLEMAN A, ROGGETT
D,824 Acres (Inside Raa /W) 1 a~',~ ! I~ ~ : ~ 7~ 1 P r' r' r 1260-227; Tract 3
ASSUMING A 6O' ROAD R O ~ _ ~ z `°.a, . 'r / REF, 13,4-715; PARCEL 3 ~ J
. ;1 a l~{~R 5Fr IN t r ~ E ~jE qF BRANCH
1 ~ ~
i
` 1 ~ .y + ~ t 1 +It
} N t, _ ash: ' FUTURE
3 ~ 1 ~ r k i C+78.7 . s r << i' MAIN ROAD
~1~` ; IRON SET AT 'E ED ®F R ? ? ,a 4 3~ f"1.N',•Sai `"l S ~ 21'564 3.64' FRAM RR IKE I ~ 7ERLiNE x:, ~ . ° E qQ4,~ a`"~ 41 E 717 : i€ax~r ~ a~. ; .
' 83 36 35 i~° .,1 M ,94 "IdGLE i , . ~a ® ~mm s ~..mm ; ~ z
? 34'53" i I t !P ~ PA RE ~ f F , ~ STE1 FENCE ' ~ ' ~ I W ~ ! i ° „ ~,SH~ 7 er„ P g~
~ f ! f0 1 i~ S &5 10 g E ~ - - t s~,. E ~ ~ ~ ~ i
~ ~ i ~ f ! .63 <r ~ J MILL ETTY W, WALKER Z ~ ~ ~
I C AEL G, HAMRICK ! N ! . ! MI H ~ r ~ ' " ~ 19,P-72 o
P.r " ~Qpo
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! TO REMAIN VEGETATED ! a r! r :1
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f & Q0.. BEARING AND DISTANCE TABLE 6,5-49, 1123-184 ! 184 r ~
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CGURSE BEARING QISTANGE I t Pf I~
! BRENTWOOD ESTATES inc ~ ` f .°r `~,t L-1 S 23'48'27"W 37.84' f 1038-427 k 1~'^" ,f f
I ~ ~ ~ ® L-2 S 22'45'44"W 18,33 r `I ~ y
L-3 S 04'26'53"W 21.48' REF; PLAT 800K 16 PAGE 56 ~ , rf 1"Q7 r^^^c
5'37'56"E 32.65' t L-4 S 1 e ~ L-5 5 08°57' 13"W 34.28' t'
~ L-6 S 16°35'36"W 68,28 t
L-7 5 21°31'19"W 43,84' t 4;\r L-8 S 33°41'16"W 31,Q5' ~ r ! ~ A i B
N L-9 S 26°04'26°W 15,72 II
~ L-i0 S 33°49'12"W 43.08' FUTURE s o0°36'40"w 26.76' MAIN ROAR 1 L-11 Line Table; Ali nments I' i I
N L-12 S 12°a7°41 "E 14.42' ~ '°1 ` r(r yea ~ ' ~~&x I
~ -93 S 49`42'14"E 22.94' ~ L Line Len th ~ m L-14 s o0°33°5s"E 78.47' # 9 Directkan
L-15 S 21°28'25"E 44.58, L1 5,92' N85'18'10,20"W rr rJ ~ acs rum
~ L-16 5 10°23'20°E 64,88 ~ r / / c'^
L-17 S 01°32'13"E 28.19' ' p ° ~ L2 943,37 56120 D0,93 W ~`'a ~ u. L-18 S 233011E 49.77 ~ ~ ~ ' r~ r~~.~~.w~~r REBARI~ 674.30 _ 86°2T1$'~,N
L-19 s 00'04'06"E 56.14 L3 1615,15' SOQ'S5'39,OD" f 1 r r i. ~ "`"""Q IRON PIN
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? , ' ~ ~ ~ f 1" S 9.58 ASPHALT, FUTURE
~ ?jr ; ~ 1" S 9.b6 ASPHALT U

. , 4» 11< ASPHALT ri...._,~
. . _..rv..._. --T ~ COMPACTED A _ , ~ 1 CC RS~E - ~ ,
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_ _M ~ ~ ~ I i'= I ~ ~I I ~ ~ (--=III ! ~ 2'-0" SUBGRADE -COMPACTED I Ooh
, -._.:rv . I ._I ~ _._I I' III III II i.I I P a F ~aiur _ _ ~ ~ STANDARD ROCTOR 18 IJ TS Q ~ ~ ~I i I I I =J f ==~I r`~
~ W-- ~ , o~ ~ _ ( I I, ~ I I 1-_~_, ~i 1
. _ . r ~ ``~....w ~ ~ ~ ~ T. FINIS'r GRADE Ti': FRANCES SH E AS l 'TED IN THE SF TOTED IN Tr C=ICATIOPI _.L~ lY _ C"D'~".1L~ I'._. C" ` ,T.."~. MEASUF"" TO f- F"" ~ I'I S ICT "'r"'C" ' ` ' 'I F, ~ r
~ / ~ { ` IA! ^ A" . IN THE FTELD ,`TIT "T ''f GTTNG 1 TUT C`rT~u ,HE UNIT ID r .i E r " I ` lL' . ~'R'"QN, N~ ,I C IN r N I » ENVIRO~P , N NATU, ' ,I.tCES, C" U ~t ' LAND ~ 1~ 4 i , , RO"' I ; df ; BHALI TH FO '..:.~K,
, 2. UNLf~S OTHER!.'"rE STATED, ALL FILL AREAS SHALL BE CO
ri TH "~rATER ADl~D OR SOIL C~'!"!"11TIONED TO THE OPTIMUti ,5 ALL E CONS UCTED IN LAYERS ° M! {IMU TI "5, ~ 1, - PR. . NIG tN THE ...OJECT THE COI ITTM, ~Tl 'SHALL O`~ 1 T I I " 'COPY OF THE f0 THE OPTIMUM MOISTURE C T A OE RI.,;NEO BY T ~ ~ ,
Y--.~ i 1 „ ,p~,r u ENGINEER AND COMPACTED ' i SHEEP'S FOOT ROLLER i F T LLE TO A COMPACTION EQUAL TO GREATER HA 0 SEDIMENT CON OL APPROVAL FROM E ~ 'H CAROLIh..1 ~VI .P :NT AND 4 NAIr~~<. SOURCES, QIYISI LAND QUALITY, OR THE ! ::AL AUTH01.1. : ,',~":,.~V.L NOTICE ~ «
LL~_. 95~ STANDARD . ..,,TOR IN 8 LIFTS 95~ 1009& IN THE ',:~P 2' C. THE SUB GRADE BELOW ROA r ~ ~ w D J ~ / ~ FILL DEPTH ~ (GOMPACTED~ OBTAINE BY Gt?'" ,.ACT","!G A SAMPLE OF THE MATERIAL IN ADE BELOW ROAD ` ;Y AND PART. t: LOTS) OF , ' CZI -'TY Uc . " U"AILAB ON-I DURING ALL GRADING AND CC` r CRUCTIO ' v. °S, HE MATERIAL IN "CCORDANCE WI T~F STA^rnARD . T ~ N
r 'r / ~ METHOD OF C. '"~CSITY RELATIONSHIP TEST, AST IP ST, ASTI :'"9 ;R AASF"')-~" ` ILEfi' " I"I gTNER , - 1ST ALL O10 CONTROL MEASURES AS REQUIRED BY mmiE NOR CA~.OLINA pEPARTMET OF VIRONM T ~
- / 4` SPECIGAQS, 1 ; ~ j R01~--- ANp F",TURAL R50Uf ~"S, IVISf ~T~" L`•N REC., a mm" ' „ ~"r ""1. `.ITY v"'N,
' i 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRU u3 aARED AND GRUBS , NQ FILL SMALL BE PLACED ON ANY AREA • ~ I~„ +AI-, , ,T, ' r ~ . i ~ ~Y°~ - r~ . '
NOT CL REO AND UBBED. _ ~
~ ' 872 ORIGINAL GROUND r"~ / / P I CLEARING AND . G A. ALL SOIL EROSION CONTROL MEASURES REQUIRED Y THE LED Y THE GRADING PLAN SHALL BE PERFORM D _ G°': TO ~a"
/ ~ ,y GRADING, CLEARING OR GRUBBING. ALL EROSION CON OL i ~78,Q ;l I » MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE >a CON OL DENCE5 SUCH AS SILT FENCES, ETA,,, ~ ALL BE ` . ~ a ~_S; ~ '..h _ ! J~ ~ - - » 4 ~ IJFE OF E PROJECT AND S BE REMOVED AT THE
~ 1, ASPHr:`.T 5H"L F'~ PLACED IN SUCH A MANNER THAT 1 OF CURB & GUTTER IS LEFT EXPOSED C PLETIO OF THE PROJECT LY ON THE ENGINEER'S AI E ENGINEER'S APPROVAL. PAYMENT SHALL E CONSIDERED
~ l FOR . _'T. F''' II PAVING OPERATI S, INCIDENTAL TO CLEARING AND GRUBBING. IF DURING E U / ~ " DURING E LIFE OF E PROJECT, A STORM CAUSES SOIL , - O WORK SHALL BE PERFORMED iN S AM FROM OCTQB 15 TO APRIL 15 (TO ACCOMMODATE COE AND DW
/ ~ FRO:.: !WHICH CHANGES FINISH GRADES OR CREA S "GU ~ ~ ~ NO STONE IS R""'JIBED (XV ROAD 1 SOUTH OF ROUNDAP~?~!T OR ON ROAD EA T OR WEST ~~a i R AT NO EXTRA COST, AND ALL SILT WASHED OFF ~R CREA S '"GULLJES° AND "WASHED AREASp, THESE SHALL BE RECOMMENDATIONS CONCERNING WORK I TROUT "`ATERS). , ®T WASHEp OFF OF E PROJECT 51 TO ADJACENT P"OPERTY 4, - CONTRACTOR IS TO PLACE PERAN T STAKES I N ~ C ARLY E 25' BUF R FOR STI"TAMS WHERE SHOWN
0 aUNOAI90UT, 5.#.,. :REMOVED AS DIRECTED Y THE ENGINEER AT NC °NGJEE AT NO EXTRA COST, THE CONTRACTOR SHALL ADH':RE
° , w _ ~ , ~ + ~ - 1 . ~ TO ANY APPROVED EROSION CONTROL PLANS ETHER IND + k ~ ~ ~ ~ ~.ti.. ~ . ~ ..,r, SEPA 1TE COVER. + ~ _ _ i5 ETHER INDICATED IN E CONSTRUCTION PLANS " ' ON E PLANS AND E MARKERS ARE TO E VI .E AT ALL 11MES DURING ONSTRL`^""" ~
_ + f~. rx 5, - OBTAIN CERTIFICATE OF COMPLIANCE ROUGH ON-SATE INSPECTION BY A REPRESENTATIVE I'F THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RES('XIRCES, DIVISION OF LANB ECOURCES, LAND QUALITY
1 ' NOT TO SCALE 5, DISP05ABLE MATERIAL ~ ~ : SECTION.
d ~ ) A. CLEARING AND GRUBBING WAS S SHALL BE EMO C Dense Trees ~ ~ ~ P F ALL BE EMO D FROM E SITE AND ERLY DISPOSED QF 8Y 6 - CONSTRUCTION SHALL BE LIMITED TO 2000" OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS FILLS AND DITCHES ®r,r1rrrkr+i~~frr
E CON .ACTOR AT HIS EXPENSE, UNLESS S ECI IEC ~ I ULESS SPECIFIED OTHERWISE, _ + : , , E STABILI A FOR THAT 200' CTION, UPON STABILIZATION OF THAT SECTION ANOTHER 200" SECTION CAN `~,®®««..®««®«~J®,'®.
f/ d O ~ f B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, AS SIDEWALKS, CURBS, PAVEMENT, ETC„ MAY BE PLACED I 8 CONS UCTED ANQ STABILIZED. « L «4r}~,r
~ ; ~ SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS ~ ON THE PLANS OR REMOVED FROM E SITE AS REQUIRED BY «
` r E SPECIFICATIOSa THIS MATERIAL SHALL HAVE A M . MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN Th HALL HAVE A MINIMUM CO R F 2'> THE CONTRACTOR SHALL 7, - ALL 5 EAM CROSSINGS AND PE' ~L AMS WILL E ALIGNED WI THE NATURALS EAM PATT NS A OV , r 11REMENTS IN THESE AREAS. E DISPt v. _ I Tf ARE NOT AN ELO E PURPOSE Rt7AU, ^ ~ e , +
PROVIDED, THE C TRACTOR SHALL REMOVE THIS WAc M EMOVE THIS WASTE FROM THE SITE AND ..,t: m.LY pISPOSE IT ~ 41`~ ~ 1 8, - PROCEED 4TH GRADING, CLEARING AND GRUBBING. NOTE; NO OFF SITE DISPOSAL OF A RIAL IS ALLO D ~ Z' , ~a
AT HIS EXPE < r y. . = SAND BAG BERM MPORAY CMP MIN, 42») UNLESS E DISPOSAL SITE HAS AN APPROVED EROSION CON OL PLAN, '.,C f o«®®6 ~I®
~ C, ABANDONED UTIL171E5 SUCH A5 CULVERTS WA PIF TS, WA PIPE, HYDRANTS, CASTINGS, PIPE APPU A S, ''ic+ i8`°«°«
SCALE 1"=5'-D" U1ILITY POLES, ETC., SH BE THE PROPERTY OF TH ® JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, L. w,lY OF THE 6 UTILITY AGENCY, OR C PANY HAVING 9, - SEED AND PLACE EROSION CONTROL MATTING O ALL DISTURBED AREAS THAT ARE NOT ROCK IMMEDIATELY UPON ;.rrrrr`®``` . yn+~ REMOVE, [iE51H0Y, SALVAGE, REUSE, SELL OR STORE FOR COMP T10N DF SLOPE STABILIZATION,
` HIS O USE ANY ABANDONED UTILITY, E MUST PRE C, E MUST PRESENT TO THE OWNER I N PERMISSION FRAM ,
. THE UTILITY INVOLVED, EXISTING s" EXIST"NG 10, - ALL TEMPORARY STREAM AND CREEK CR05SIG5 FOR EQUIPMENT DURING CONSTRUCTION ALL BE MADE USING MPORARY BRIpGES, O STREAM BANK OR STREAM BED DISTURB CE SHALL BE ALLO p F EQUIPMENT
CREEK ANK : L. ',ANK Q, ON SI BURNING IS A ACCEPTABLE METHOD OF DIS 'TTHOD OF DISPOSING OF MMABLE WASTES, E BURL", ' IS COSSIGS>
ATlCIA D, THE CON ACTOR SHALL E f.TF~`_.1-l~l :RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS J '
¦ MEETING VERING DES, E CON ACTC~ w..~':'_L - ' TO THE SPECIFIC LOCATION OF BURNING. } ~ INSTALL PIPE UNDER a .ACS) SHALL NOTIFY E ENGINEER OR HIS REPESENTA°"'.~ 11. - SEED AND MAT DENUDED AREAS +~THIN 15 DAYS AFT:R FINISHED GR S ARE ESTA SHED, 5 D AND SOIL `"r. AMENDMENTS SHALL BE PLA D ON A PREPARED FI ° AT E FOLLOWING RATES PER ACRE,
, - TEMPORARY PIP(: ~~I
- - AFTER BURNING IS COMPLETED, PURE ASH MAY BE DI ARTEE ROAD 4 ® ~ _ ' , , MA IAL NOT TOTALLY BURNED SHALL BE DISPOSED ASH MAY BE DISPOSED OF BY MIXING WITH FILL pIRT, ALL LIME 4,000 LB5 ' ~ L BE DISPOSED OF A5 SPECIFIED IN '"B" ABOVE, E CONTRACTOR FERTILIZER (10-1D-1O) 1,000 LB5
~ SHALL NOT HOLD UP WORK PRO E$S FOR E PURP FOR E PURPOSE OF WAITING FORA "BURNING DAYk, KY-31 FESCUE 1DD LBS
- • =m 6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE „ , , _ ~ _ COSTI~UCTIQ, THE C TRACTOR SHALL INSTALL NECESSA Z SPRINGS ARE ENCOUNTERED V~ IN THE LIMITS OF FOR SUMMER SEEDING ADD TO E AOVEc ',STALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY GERMAN MILLET 4O LBS
u.. n 1 E ENGINEER, ALL WORK SHALL E PAID BASED UPON UN R: r ® ~ 3ASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE, SMALL-STEMMED SUDAN A 5D S r
_ ~ ~ 7. THE CONTRACT IS RESP NSIB H INA ON COORDINA710 OF ADJUSTMENT OF ALL UTILITY SURFACE FOR 1MNTER SEEDING ADD TO E ABOVEc
r i ACCE5C'; I :THER HE PERFORMS THE RK OR A UTILIT' ~ RK OR A UTILITY COMPANY PERFORMS THE WORK, RYE GRAIN 12D LBS ~ r
,i !'L ~ I THE CONTRACTOR SHALL CON OL ALL "DUSTN Y PERIODIC N IF YDROSEEDING, WOOD CELLULOSE SHALL BE USED AT THE RATE OF 1,OD0 LBS PER ACRE. ~ 1ST Y PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
~ TIMES FOR PROPERTY OWNERS WITHIN E PROJECT AREA PROJECT AREA AO FOR EMERGENCY VEHIC ALL OPEN DITCHES ALL SEEDING SHALL BE MAINTAINED, WATERED ETC,, UNTIL A PERMANENT VEGETATIVE GROUND -COVER IS w w I
~ ~ ~ ~ A R t AND HAZ RDOUS AREAS SHALL BE CLEARLY MA KED IN A ~ ~ T I Y MARKED IN ACCORDANCE i~TH THE SPECIFICATIONS ESTABLISHED OVER ALL pISTUF:QED AREAS. ' _ .
, / TEMP, CMP (MIN, 42»} 9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEI ° SHALL B SEEDED, FERTILIZED ANQ MULCHED ACCORDING TO THE P ~~„m>
/ i ~ ° 1 SPECIFICATIONS. E FINISHED SURFACE .ALL BE TO GRA' ,f a; I~ i i , i`~ AN 3", EQUIPMENT ACKS, DIRT CL S, BUMPS, RIDGES ALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER PURE LIVE SEED SW~mCHGRAS5 - ~ 4 LBS R'
i I ~ - ;ICS SHALL BE LOOSENED TO A DEPTH OF t4"-6» T4 ACCEPT BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE BROWNTOP MILLET 8 LBS •6" T4 ACCEPT SEED. E CON ACTOR SHALL NOT PROCEED TH GRAIN SORGHUM 2 LBS
a 32' i r ROW`""' SEEDING OPERAlI0N5 WITHOUT FIRST OBTAINING THE ENGIN, NING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL E PERFORMED BY A MECHANICAL H O° I EXCAVATED AN AREA Y AREA APP VAL BY ENGINEER. DI Tl iAlCAL "H O-SEEDER#. HAND SEEDING SHALL BE AUTHORIZED , ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WI ~ '
! 872 MATERIAL S EAM 0 B 0 E S 1 ( ~ BED SHORT TERM PHOTODEGRADABLE ERO« CONTROL AT'TIP CONTROL MATTING, rrc-+ ~egir k IT
. -878.9 r f , tom ~ 10, WHERE SPECIFIED, ALL STORM DRAIN . SHALL BE HI , ~ 1. ~,~~'x'?t f/ ~ , , INTERIOR, WITH WATER ITCHY JOINT;s, ; ACKFILLED WITH ~ 5 SHALL BE HI DENTY POLYETHYLENE (HPE)< SM00 WALL THE GOF,I.®CT SEEL'.BED PH IS 5,5 TO W ~ILLED WITH 57 WASHED STONE UP TO MIN, B OVER THE TOP c'
try , Yy~ . ' f OF THE PIPE, HDPE PIPE USED FOR S~': ':M DRAINAGE DETE i ,t ,r \ V\` DRAINAGE DETENTION SYSTEMS SHALL BE ADS N1 WT APPLY ZERO I"'..,, AT PLANTING. w,
R50 ''f ~ a I ~ APPROVED EQUAL, ~ / ~l\/ ~l INCORPORATE SOIL +.t:6ENDETS INTO TOPSOIL/ROOT ZONE EF R SEEDING.
i' r\ ;~~\\j\\?\\ r ~ j\~,?\\j\\ \ TRENCH WID ~ 11. CONTRACTOR SHALL VERIFY ALL ELEVAITONS BEFORE INSTA i , /i , ~ ~ ~ /i S BEFORE INSTALLATION OF FACILITIES,
- i r\~ VARIES ,r,~ 1. CATCH BASINS CAST-IN-PLACE SMALL CONFORM TO E F FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS}. ~ « ~
p ~ / FOR RO SAND STRUCTURES {LATEST EDII70} ARTICLES (FORM TO ERE IREENTS OF CDOT STANDARD SPECIFICATIONS DON} ATICLEfi ;40-1 THROUGH 84D-3. CURB INLET CATCH A51N SEEDING DEPTH FOR ALL NATIVE SSP, (EXCEPT E.GAA ASS) NEED T4 B 1/" - 1/2",
Q ~ SHALL CONFORM TO NCDOT STANDARD DETAILS 840,02 THI AILS 840.C'' ' UGH .44. DROP INLETS SHALL C FORM TO GEATSR DEP S CAUSE HIGH SEED M TALITY, ~
z ~ ._1 ~ STANDARD DETAIL 840,94, JUNCTION BOXES SHALL, CQNFOR I SHALL, CONF. TO STANDARD pETAIL 84p,L
~ O I ~ , 13, CONGRE AND AS RY SHALT MEET THE REQUIREMENTS SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEEQ MIXES ANA RATES TO MATCH SEEDER USED. A O-TiLI., REQUIREMENTS OF APPROPRIATE SECTION CDOT STANDARD DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO C TROL .ALL SEED FLOW AND PICKER .EEL
~ i T I PROPOSED SPECIFICAITOS FOR ROAD ANDS UCTUS (LATEST EDI11 L, C~ P" WATER OR SEWER LINE PSI MINIMUM MEETING THE REQUIR ENTS OF SECTION 100 :S (LATEST EDITION), CONCRETE SHALL E CLASS A OR B, 4000 AGITATORS TO HAND F Y SE ARE BEST SUITEp FOR NATIVE SEED.
/ 1--1 , ~ 8b. MASONRY SHALL MEET THE REQUIREMENTS OF SECTT OF SECTION 1000, CONSTRUCTED I ACC DANCE WITH SEC110 ~ ENTS OF SECTION 1040, CONS UCTED IN ACCORDANCE 1M NATIVE P NT SEEDING MIX FOR EAM OR RIVERBANK STABILIZATION
? ~ SECTION 830 AND/OR 834, ,mm ~~T 1~ rm
" ~ _ 14, T OF PROPOSED FRAMES AND GRATES SHALL BE FLUSI SEEDING FORS EAM OR I RBANK STABILIZATION SHALL E A MIXTURE OF NATIVE GRASSES, PLANTS AND SHALL BE FLUSH FINISHED ADE. EES. NATIVE PLANT MIX SHALL INCLUDE E FOLLOWING;
1 PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTEATTV BLE ALTERNATIVES FOR PROPOSED CATCH BASINS. GRASSES -BIG BLUESTEM, INDIAN GRASS, LIT BLUESTE, SWITCGRASS 5 S/ACRE EACH AUGUST THRU MAY - GREENRYE 25 S/ACRE CH
~ _ MAY 1 THRU AUGUST - MI T 25 LBS/ACRE EACH ®
SCALE 1 = `10'-O" tvj:,~m
TREES -SILKY DOGWOOD (GODS AMOUM), SILKY WILLOW (SALIX 5EICEA), HAZEL ALDER {ALMUS SERULATA) AND ELDERBERRY (SAMBUEUS CANADESIS) o p ~i p
NATIVE PLANT MIX VARIATIONS SHAU. BE APPROVED BY ENGINEER. ~ } F= zui®
, NOTE: NO FERTILIZER SHALL BE USED .THIN 1O' OF TOP OF STREAM RIVER BANK, Q O
LT T ~ N"' EXISITNG GREEK ~Gt OtJOu.o
ARTEE ROAD c . _ - _ 12, - MAINTAIN SOIL EROSION CON OL MEASURES UNTIL PERMANENT GROUND CO lS ESTABLISHED.
13, - REMO IL EROSION CON OL MEASURES ANp STABILIZE ESE AREAS,
i 14. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPAR .ENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF LAND RESOURCES, LAND QUALITY SECTION,
oR TC. Emm:ARY CMP MIN. 4" ~ ~ ~ u 40' SE R E EMENT ~SEMENT _
C I ~ SAND BAG BERM
2Q Ck 2O 20' RESLQPE EXISTING STREAM BANK TO ORIGINAL CONTOURS AND STABILIZE WITH NATIVE PLANT SEED
m MIX PER EROSION CONTROL NOTES ON SHEET C-501, 34' MIN. I;_ ~ ~..,~L~_
~ ~
m ~ . ~ ~ ; . ' f ; _ ; ~ ~ SILT FENCE - NORMAL SIRE LE SILT FENCE ANCHOR FABRIC 6" ~ ~ ~ '`m ~
~ ~i / i l b I ~ ~ _ ~ I r li ~ INTO EARTH FILL `I ~
v ~ t 1 I 2 MAX,
~ I ~ r ' i~ INSTALL PIPE ~-r. RO Q M r( ~ UNDER TEMPORARY PROPOSED TOP OF S EAM BANK ~ ~i
~ ~ ~ j PIPE WATER OR SEWER , , / ti ~ ~ . - VARIES "-12"' '
o i LINE ~/~~%~~~~i I %~/~fi~' t> ° i , 872 SAND BAG BERM '~,~`V~/~A~/'`~'~C/~,/ ,r,~//,~~ .?1~ 1 , ~ ~ ~ 12"' - 18" CLASS B RIPRAr'-•'~.~
, I ' ~ , ~ f, ~ ~ i I t /h~r< /~~V~~ r;~`"\ _ ,
~ ~ .,878.9 % / ~ FUTURE EXCAVATED '~If j~/ !j,~; STREAM FILTER FABRIC m ~,4
d STOP SIGN { ~ ;w MATERIAL `%j ~y (R1-1) PLACED ON r~~ ~~`l (MIRAFI 140N OR EQUAL)
~ , ~ ~ i r SIDE OF ~ ~ i M ° ~ "`.-EXTEND RIPRAP A MINIMUM N ~
TRENCH AWAY ' ~ ~ ~ i' ~ FROM S EAM ~ i ~j f' / ' ' I OF 12" BELOW STREAM BED ~~i~i~
o ~ . M ~~f%'
ASPHALT" TO ` m SE RO SEWER OR WATER ,
~ , ~ PIPE (SEE PIPE (SEE ~ .m ~ ~ r ~ ~
~ ~ + TRENCHING 9 ~ } ECING DETAIL) i ® J
r ~ NOTE; ALL DISCHARGE FROM DEWATERIi ; - ORK 1. SILT FENCE SHALL BE INSTALLED PRIG INSTALLED PRIOR TO BEGINNING FERTILIZER T USED WITHIN 1' F 1N PROPOSED SEWER LINE. ( j
~ ~ R A PUMPED TO EI ERA EI, 'ORARY EXCAVATION FOR THE PROPOSED SEWE w ; r.. ~ ~ . ) AEA SH LL BE T o; SEDIMENT TRAP OR DEWA RING SILT BAG FED: DETAILS 2. EXCAVATED MATERIAL SHALL BE PLAC SHALL BE PLACED ON SIRE OF TRENCH REVISION DATE -HOVE f 3, 20D8
mn", cT®r.,"
3, STREAM PROTECTION AREA SHALL BE 1 EA SMALL E SEEDED IMMEDIATELY 1
f"Ll. Jt MVVMI rRUPA ,71 RCh1M AFTER INSTALLATION OF PROPOSED LIF F PROPOSED LINE,
m + : • + ROSSING . SILT FENCE SHALL E MAINTAINED UN' MAINTAINED UNTIL VEGETATIVE COVER IS
REVISION DATE - NOVEMBER 24, 2009 ESTABLISHED. lTr
NOT T SCALE ,
a
4 w _ 'OI`I DATE - I . )V DATE - NVE:'_' 3, 2008 mm
Sc `-E 1"=50'-0" NOT T SC, NOT T SCALE NO. DATE Y REVISION DESCRIPTION

I ~ ~
i U
Tl
7............ _ t i _..__,~r° I v~C . ^~m, m.m ~T'., ...'~L., ~ . ~""'.1 ~ ~ ~ ~ I, ~ eM ~ ~ ~ .~,I
r
~ I ~ ~
f ~ ~ I ~ a* 3 m.r ~~~~n~k~~
I T- I .a BURY THE TOP END OF THE MATT A TRENCH 4" OR MORE
f _ I ~ ~.F 15 v. IN DEPTH, TAMP THE TRENCH LL OF SOiI SECURE WITH r
1...- ~ xx~ ~ P "-F 24" 1.^'C k E ROW OF STAPLES, 10" SPACING, DO OM E 10
w_ Ha 24 LF 24 1.5a~ , ENCH> Q~RLAP END F TOP STRIP " AND STAPLE
1 I ,i.. ~ , 65 LF 1"." 12.15° ~+-1-1 j2"
3 FES ~~1.1 r . a W~
20.8 240 LF 2.44/o BACKFILL MATERIAL ' 4 CI " ~ ° .a ° ° , COMPACTED I ~ LIFTS 7 I.~,?~ ~ 1.F 1_ 12. . ,
r
~ &9 I _JL 20 LF 24 3.54/0
i -10 I'~ 5 LF 4" 3.33°~ . N ~ 1 Wow
7 ~ a i , . 11.12 I ~u~ ~ 2a L 15' 1.24°l° ° . ~ . r~-~:. >f~~ , a.~ '~>~tr~ ~~r.~~~ META ?L $ ~ r , n w,1JN ~~~t ~~A~' ~ . „ ~ ~ r
. . i _ 1 ° ~ 64T.2 ;r.~.~ " ° HDPE ST'QRMDRAIN PIP ' m $ 1213 F _ 135 LF 1 ~ 4.59 /o r , ~ t ~ ~
CI ai1.2 ~a~_ ~ $46.5 ' LF 1 " .0 °.6 ~ 9 13-14 ~ 135 5 5 3 .
~ ^ ~ o ~d ~ a o SPRING UNE OF PIPE :\I 1 F S 'f6,5 6~.0 1 15 I IL~:'~ 1, 5 LF 15 , . ~ r; + < r ti
m x ~t~~
m, 13 CI °?8.5 824.5 $24.5 _~-_c hL ~ ~ . ~F 1~- u.l u ro - i , by J y, {
NO. 57 WASHED STONE-'~~ ~ 14 CI I~20.5 816.5 816.5 22-23 II-Frr~ 33Lr' 24" 1.1~r% EMBEDMENT ;~``y~~~~~ '
~ 1 ~+nn n +~n n,~ ~ ~~+nr ~ LF 36" 4. , m' ~,w~ ~ ~ t~,1i ~ ~ ~ !`fir m ` j° j ~
~ 1 CI 813 ~ ~C , UNDISTURBED EARTH ' ~ r`~ ~ ~ tip, r',+~'~~~~! ~ MATTING SHALL BE; NORTH f ~ t , r yr ~',r~ / i 4r ~ AMERICAN GREEN C925, ' ~
I ~ - ,r i , ~ 6 MAC t~ ~ li ~ AMERICAN EXCELSIOR EROSIOI„ ' ~ ~r
~ l ~ , ~i f ~ ~ ~ s ~ ~ GONTR L B~.AN EOl1AL I W O K T OR
- ~ ~ ~v, I4,/~11 ~~~~j~~Y1 ~~~~~~~~IIIU![lI~J
t. ~ 52. 6 6'~t 'r , (~`y~~ ~ iii
2 a an 4 i 1, CONSTRUCTION QF TRENCHES SMALL COMPLY WITH ALL ~ ~ ~ ~~"aoeaaaaaaa " ~ i f 'LY WITH ALL FEDERAL, STATE AND LOCAL SAFETY f ~ +v~r I ~ ~ ~ , ~
21 ~~.5 37. AND HEALTH REGULATIONS I H NAVE JURISDICTION AT U ISDIC110N AT THE PROJECT SITE, IT 15 THE r ~ ~~~i ry~;Vi~ ~;~j`,~ ',Q' "a~'fi'r
~ ATTACH SKIMMER DURING CONS UCTlO~ REMOVE SKIMMER AND C CONTRACTOR S RESPONSIBILITY TO BE FAMILIAR WITH THE 22 ~I 3 INSTALL STORMA POND OUTLET AF' SITE 5TABWZATI , ~I;~AR WITIi THE APPLICABLE REGULAliONS AND FOLLOW ~ ~ fir`, i 'v ,f ~ ~ ~.W "
THEM ACCORDINGLY< 23 € °=~.5 ~ 35.4 35,4 w
~ ~ ~ r FUTURE 2, PAYMENT FOR ROCK EXCAVAT1ON AND SELECT BACKFIL 24 F 8v ~ 635,4 SELECT 6AGKFILL IN TRENCH SHALL BE FOR ACTUAL ~ ' "v "a"®~
UANTITIE AND SHALL NOT EXCEED THE DTH OF TRENT D OF TRENCH SHO THIS DETAIL ~ ~ , ~""ease.""' QQ'r`
n rvm , , ALLOW 3" MIN, OVERLAP ' `~®r®'® . BE E PARALLEL STRIPS PRESS ENDS OF MATTING INTO art+,,
~ , C AS SPECIFIED Y THE SOIL AROUND STRUC RES ' MANUFACTURER, WHICHEVER AND STAPLE SECURELY
- ~ ~ IS GREATER ~
m' ~ "1~"_ ~ .
IC T: ...,E r0 4i
REVISION GATE . ._r ~ cC~t 3, a :1._.. ~mm; 3, 200$ ~a ~ w _ ~ . i " ~ „ ~ w ~ . J.
_
I 1
I I RVI41`" N DATE JULY 21, `~'!10
i I " .
II t
I NOTES; OT TO SCALE
I ! 1. INSTALLATION OF MATTING S"'I'-'.L CONFORM TO ANUFACTU 'S REQUIREMENTS, '
I SEE PLAN FOR CHANNEL ` '!°OS,
w - ~ w
I 2~-8"
~ {9cm-12.Scm) 12" .
" r {30cmj ~s~ T _ . .
F
EROSION CONTROL U, ~ i PIPE TO T 6 , - r ~ H ~
BLANKET 1O" - R. ~ 6a DEN C.N ~ ~'`H'~~ ,
~ EXCAVATED CUT ~ 'm ' I
\ SLOPE u \ 1-1/2 I ~ ° 1 l~'~
~ C1 I~ a m '"Jp~,~, ~ w, ~':r: '
~ ...TEL ~ ~I~ r`~
~ . y.~, 1..,~ v w a `'r' r ri ~ ° l f 4 >
c _T a~ ~ x t~ ~ YJ ~ _ ,zap..
i ~l~l~ ~
I .=III=i,) ~ ~ ~ r- 1.1.1=1.. _ ~ , W I ~ - ^.I ~ w
~ S

"I I x'° La
tl
F ~ ; ~ ` ~ OS i ~ - I ~
~ I I \ I
I ~ I COMPACTED FILL , . ~ ~ SLOPE ,i a ~ ¢
1,~~- ~jl_ o ~ ~II~-I ~ ~ p ~ ~ Lu D
{ II I m.~ ~ EROSION
~ ~mm ~~m~ ~ ; . CONTROL t~~zmz~;c{a- c"-f Ti(lhl ~ ~_mm~ Z ~j C7 p (9 ~ Z ~
~ ~ BLANKET ~ IIi- k _II i ~ _ . - 4WW0JOi
~ ~ ~ ~ ~ . _ t I, m - q~, m i I ®U.Q
~ i ' Fj "
~ I~ Cpp
.~Ii NO S
I_:_ -III=--!~I I_.;~ !~I i.il I~I h I~_.:~ Ii, ~I~-~~„f ~ 111 ~,~.L~ ~~]_~L~~~L ~~~t~ ~_l.l- 1, PREPARE SOIL BEFORE INSTALLING ROLLED EROSIgN CONTROL PRODUCTS (RECP DUCTS REC'S , INCLUDING ANY I, La IS E LENGTH OF THE RIPRAP APRON
,L- ~I I I~~~I Ill ,.f.l~ III 'll-- Il~~ ;ll~~ NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2, d i,5 TIMES THE MAXIMUM STONE DIAE R BUT NOT LESS THAN 6".
\ ' u , . IN A LL-DEFINED CHANNEL EXTEND THE APRON UP THE
. BEGIN AT E TOP OF THE SLOPE BY ANGHORlNG THE GP S IN A DEEP , A " DEEP X 6" WIDE TRENCH WITH CHANNEL BANKS- TO AN ELEVATION OF 6" ABOVE THE
~ APPROXIMATELY 1"" OF EGP'S EXTENDED EYOND THE U-SLOPE PORTION l PORTION OF THE TRENH> MAXIMUM TAILWATER DEPTH OR TO E TOP OF THE BANK, ICHEVER IS LESS,
ANCHOR THE REGP'S TH A ROW OF STAPLES STAKES APPROXIMATELY 1 A / ATELY 1" APART IN THE OTTO FILTER FABRIC SHOULD 8E INSTALLED BE E THE RIPRAP
m OF THE TRENCH, ACKFILL AND COMPACT THE ENCH AFTE STAPLING, APP ~PLIG~ APPLY SEED TO AND solL FOUNDATION, LACK OVER SEED AND COMPAC D RE RENEE NGDE LAND QUALITY SECTION DESIGN
COMPACTED SOIL AND FOLD RE AINIG 12 PORTION OF RECP S BACK OVER S NOTES; SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPL S TA MANUAL, 6.#1. "APLES/STAKES SPACED
E /S APPR XI T LY 1 APART A R S TH WI F T R P' O E 2 COS E D O E EC S.
j N 1, INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURERS REQUIRE NTS,
I n , Q ~ > ROLL THE RECP S DO OR HORIZONTALLY ACROSS- THE SLOPE, RECP'S WILL RECP'S MILL UNROLL WITH ~ ~
2, SEE GRADING PLAN O LOCATIONS OF CUT AND FILL SLOPES. APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST E SECUR r ST E SECURELY FASTENED TO SOIL
SURFACE BY PLACING AND SPACING STAPLES STAKES IN APPROPRIATE LOCATI MATTING SHALL BE. NORTH AMERICAN GREEN 575, A ERICA EXCELSIOR EROSION / RIATE LOCATIONS PER
R AKET OR E UAL INSTALL ON ALL DISTUR D SLOPES CHOSEN MANUFACTURER RECOMMENDATIONS. GONT OL L RIPRAP APRON SIZING {PER FIG. .06a}
PRODUCT UST E RATED FOR SLOPES 211 TO 1;1). ,
-a 4, E EDGES OF PARALLEL RECP S UST BE STAPLED TH APPROXIMATELY 2 - ~ u DEPENDING O RECP'S TYPE, QATELY 2"-" OVERLAP ' iF Ar•^~ ~ ~ w w,~ ~ .,er i ~ F a , s~ ~ ~
4, ALLOW IN. OVER P 8 EN PARALLELS IPS. W
A , s , CONSECUTIVE RECP S SPLICED DO THE SLOPE MUST BE PLACED END O R I END OVER END SHINGLE STYLE} 24 6 ~g 1 6 x = 13,5
a URY E TOP END OF THE MAT IN A TRENCH 4 OR MORE IN DEPTH, TAMP THE B TRENCH FULL OF SOIL, SECURE WITH ROW OF STAPLES 10" SPACING 4u DO WITH AN APP OI ATE " O RLAP, STAPLE T ROUGH O LAPPED AREA, Al QED AREA, APPROXIMATELY 1 ~ 1A ~ 24 6 22 24 ~~yu10 x 22.5
' APART ACROSS ENTIRE RECP'S WIDTH, FRO THE TRENCH, OVERLAP END OF TOP STRIP 4 AND STAPLE,
24 36 9 20 28 7.5 , x ;,16.875
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER 9 MS GREATER THAN 6" MAY E
P P ' NECESSARY TO O ERLY SECURE RECP ,

~ ' n~°r't , n' ' r n 71 I I M A I I? I A I M I I 1 I? I n l I n 1 i~ I t NOT TO SCALE
m' L. Iwo i REVISION DATE- Nti -"!008
° REVISION DATE - NO F 3, 2003 VISION DATE - NOS ER 3, 2008 o NOT TO SCALE NOT TO SCALE
w a
i
i i'3. DATE Y REVISION DESCRIPTION

~ w. a
i
3ja" MIN, ALUI:,'Ilr' U
5 EL ANTI-V(' ":``,,;X PLATE ~ r . is star 'F
i ~ ~'t 1z 15 1 ~ ~t g dl i ~ ~ 1111 ;,l i f I I I ~,_~w~ I I L•,
, _ w _
i. ; ' w ~ ,
i 1 a 1 2: °T 1 r~ ~I- y
N- rn ~ I ~ I ;I.` ~ ~ ~ EMBANKMENT ~ , ! , ~ ~
E~ li a II I! I I INFLaw ' f I ~ y. I c~~,
..,.1 All measurements are appraxi, , el ~ change, STRUCTURE ~ ~ °
, 3 9 f, i~ ~ i ~ C ~ ~ ~=1_I
I I. I. ~ ~ I~~_~ i I, ~I ~k ' iI I1 , ;~a . I ~ ~ ~ I t 1 ~ ~ ~ ~ ~ ~ ~ . ~ r,
I' ,~i, r` - ' i ' i I ~ i ~;)TN ~ S3 . I I ,~~~w~"~
I: ~ , u i I . . i H RACK f..D EVENLY ~ p,,. I I I
>s ~ ~ f , l 7i P ]I ~ v. ~ ~
! ~ ~I I' ~3. ~ a~~:~ ~il~, I i f Ii 5
I ~ i~ I I ~ k i I I E J I ~ 1 it ~ Ili [ RIPRAP ~ , i ERGENCY ~ U
I t- ~ I ( U i j E ~ I j I RI R PIPE ~ i / PIU.AY
`i~ ~ 'i I , ~I C € ~ ~ I ~,~,t ~ ~ ~ ~
j I SECTION ~ , ~ ~ 1 I
I TRASH RACK Tp BE BOLTED TO RISER PIPE . _ _ _ Y _ - .11~, ~i f~. "111 ~
- T-i" . is ~r-~ ~ I I ' I Q
r . t7Ll.~t~ m T '
I I .r r II - RETRIEVE _„i SKIMMER ~
' t ~ I®` .4. _ - BA ES -STAKE "°°,`~lY--
I I t ,
REVISION DATE - MAi ~ ~'-I 2Q10 ~ ~
. ~ . , v
,I . . . _ . ._...:wa , 1' FREEBOARD '
EMBANKMENT INFLOW " tttttuirrttrr
a STRUCTURE BAFFLES 6 MIN, INVERT e,~`t ``®4 ELEVATION OF g3,Q`QA®ooo+d'" ®r~
I t~ ~ WATER EMERGENCY
~ SPILLWAY °®Q 4: _ - ~i~ -i~l_ ~ ;uy.
~ , _ . a z _ i ~ . 0..' i `
OT TO SCALE ~ ~ EMERGENCY J ~ f , ~ ~ ~ SPILLWAY ; " '/{aJ4 ~/(W
I
~ICRETE CURB LITJ#C CRETE TRUCK APRON C
FILTER I _~..i, ill--ill il~ _;f~ il~ I~f~ iii If .I~ ~I~) ~ „ttt~~~~ ._i~l j ~il....._I i--~s~
MOUNTABLE CURB , 19' FABRIC SEDIMENT •
~ d ~ 1J2" EXPAN51 NT STORAGE DEATERING SKIMMER 4" SOLID PVG (MIN,}
j 6 5 182' S ~ B" CONCRETE 4 ~ ZONE ZONE PPORT OUTLET PIPE
1 .O LAN APED 9~ . A' ' a a
+ 1 D Q' a~ ` a' a. ' b a ,i
a a a t'. //III//~:'!//ri I MEDIAN 51' ,~D' 20' v e „ aQ N CURB ' . ~ , ` a< ' Q . d A M 1 - ~ w.~
n ~ ~ 9 . r , r" w
i ~ 1
2+K MIN 6"
~ ~ _ f -r" J. ~ N I. V/ ht+. 1/~ a i A,.~,~ `H~ ra" ARM ASSEMBLY .
- , _ I ~ ' ~ o . , 00 00 fi+yfi •-u
_ FUTURE DEW 9~ CG~-:.R :'RUCK ~ 0 ® W
APRON DETAIL 24" CURB dt GUTTE7i ENCLaSURE ° - 9. ~N ~U
FUTU SIDEWALK CRETE OR HEAVY DUTY HALT TRUi~t ~ , ~ ~ . 1 1~
MEGAN LOCATI~;aJ QF CONSTRUCT101! v',,:IT`r AND 9® F 0®
...CONCRETE CURB EXPANSION JOINTS TO BE 00 I r: J
~ ~ _ 'I FIELD DETERMINED BY ENGINEER
i . , WATER f ENTRY UNIT
i
t:"'1""
i.
i SUPPORT PASTS,
I 4" INTO BOTTOM O SIRE
SUPPORT ROPE C~ ` `ZE `MAX. FORS . S ENG FABRIC 1, INLET ZONE (A} SHOULD HAVE 35 OF SURFACE TO PRE T 5t,_ _ 'G 8 END GAP pVC ELBOW PVC NT PIPE SCHEDULE ~ PVC PIPE
AREA. FIRST CELL CB} SHOULD HAVE 25~ OF WITH WIRE ME~•I REINFORCEMENT
SURFACE SECOND CELL (C} SHOULD HAVE 25~ OF "'ll,.. "CE AREA AND E OUTLET ZONE s"' WATER SURFACE
F RFACE AREA, STAKE TO (R) SHOUL.; HAVE 15% O SU SUPPORT WIRE "D"
. ~ ~ aRIFICE ! ENING
2. GRADE THE BASIN SO THAT THE BOTTOM I A'-D" MIN, VEL FRONT TO BACK AND SIDE TO SIDE, "
PVC END CAP s ;R ARM i
3, STEEL POSTS SHOULD B~ DRIVEL TO A DI~TH _ ' i._ w._ , ; - - A._ - _ TOP .FABRIC F 4 HES SPACED A MAXIMUM OF 4 FEET . i . I_. L_... I G_ I L. . I . L.... L.._ L. i....... i . i., I._ . I.. L_. i.... L__ l.._ I _ I_. L_1- I~ ^HC, " 7 "E " PVC TEE w4 ,.DUCE ORIFICE PLA
APART, ~ ; I I___ l__. I__ _ L_ r _ l . L_ l_ f_. I_ , a ~ ~ ' ~ ' HIL i HAN PVC PIPE " HOLES PVC 'IPE
SPILL''~AY INVERT. 4, DO NOT SPLICE FABRIC. USE ONE CONTINUOUS W L_ l _ l~._i~_L_ L~. ' . L. ~ 1... ~ L_ C._ L._I__ I__ ~ l_ I„ _ ~ _ TOP vF BAFFLES EXI$T1NG GRCIi1ND PVC E .ROUND
PIEC ACROSS BASIN, " i L. ! l._.. I . . f... L... L L._ L.. . I ! i__ ~ - " = SHOULD BE Z"
I ~i '`,,,..l.e.'_.I_.,~...~..1. ~ .I. L_.I I__i..._i...l ' ! ~ _L.._~ C I,"`-~€j"' LO R THAN TOP
5. INSPECT BAFFLES AT LEAST ONCE A EK AND ~ ~ I"~r.'-~` ; Y . I: , i I ~ ~ : OF THE BERMS. AFTER EACH RAINFALL, MAKE ANY AIRS i~
IMMEDIATELY, REMOVE SEDIMENT DE OSITS WHEN ~~I "L"
F F L . li ill ~u Ir~ - ~ I ' IT REACi1E5 HAL U L, ~I. _-~--~~I ..,~;...~~II ni- _~IL..... ~-i;~ ~ ~~,~/A / ~f~A;~,, i : I; ~ ~ f/ ~ ~ /f. 1z MIN. FLEXIBLE CONNECTION
REFERENCE NCDENR LAND QUALITY SECTION ' ~f , f ,/j~ fj~~ f .f,,/• OUTLET I~PE P
DESIGN MANUAL; 6.65. OIR MESH OR SIMILAR, STAPLED ~ ENCHE,O INIO BOTTOM OR SIDE A ~r ,f
f/` /\ff o ~ ~
/,,.f 1 1 BOTTOM SURFA w . . ~ Z ~ ~

I .1-~ ~ r _ ; , ~ I~-°U1U}ZW p4Wd Q-~
v I I ~ ;l - ~ I ~ , . i „i%w
•~m ' BAFFLE.. . ,l ~ ~
I ~ I , ~ i a~, L REFERENCE NCD LAND QUALITY
~ ~ ~ ~ ~ ' ` ! I' REVISION DATE -NOVEMBER 3 2D0 m^ , ~ , . ~ e t r , SECTION DESIGN MANUAL; 6.64
~:~7 ~ ~ NOT TO SCALE ,m EVISI ATE - N^''"° 'r't 3, 8
• wm, m, , EARTHE ~ m OT T S: ' . ;
, ~ m, , r, ~ m i -
i- ~ ~ . . w . , „ ' BA51N RISER Ot~l;; T qp DISTURBED AREA LENG WIDTH DEPTH SKIMMER SIZE aRIFICE SIZE ARM ASSM."L" OUTLET PIPE
~ r, 9, GpNVER I M OF Mfap AGY VT ®ASIN T a
' m STORM WATER POND SHALL TAKt PLACE EN SI._ H,'S E'' 4 ~ rr;° r ~ . , - STABILIZED AND ACCEPTED. _ , 2 12„ NUMBER (ACRES} (FT.} (FT.} "D" (FT,) "S" (I,} "0# (IN,} LENG (Ffi.} DIAMETER (I,}
I ~ '•f ~ ~i-' _s " ~m ~ _ _ ; 2, REMOVE PROUS BAFFLES FROM BASIN, . ~ _i L~; p., i i o, ; .A , ~
3, BASIN SHALL BE CLEANED OUT, GRADED, AND VEGETATED I _ ~ ~ r ~r w~ ,1 WITHIN 14 PAYS CF COMPLETION OF CONSTRUCTION. & TO ~MDTH 4 1 " 2 1>89 190 35 4 2.5 2,5 6 4 ~ ' ~
,..o•~, _ . ~ ~ 4. REMOVE SKIMMER FROM BASIN, LEAVING OUTLET PIPE IN PLACE.
a fi~ F - - ~ - ..,a:: "m INSTALL PERFORATED RISER PIPE WITH TRASH RACK BEING ~ w C ~ , • i~ ~ ~ , CAREFUL TO LIMIT TIE AMOUNT OF SEDIMENT DISTURBED, ~y+~ EMERGENCY SPILLI
" " , . o _ '~i ~ _F s (IN UNDISTURBED dER NCY SPI WAY 3 2.76 60 45 4 2 1.15 10 p ~ , d UNDISTURBED SOIL) 4 5,01 100 50 4 2.5 2,25 6 15
" ~ ~ . i • . h . -I-~- , < ti ' . ®NLET ZONE TRASH RACK
~ ~ / ~ ~ 35% OF SURFACE ,#t; - " ~ f , } 5 1>3B 60 35 3 1.5 1.5 4.5 4
, r / ~ , ~ -E-I_ _F. " ~ r AREA A rl I F 1'- / , ; I ~ ~ m ~ } PVC RISER PIPE FOR ~ x ,m E "E >ARD MI q. ~ m „ ,1 "E90ARD 1'-MIN, 6 1.30 6C 30 3 9.5 1,5 4.5 4
PRINCIPAL SPILLWAY - „ T' .t
M .5 MAX ~ "Af ;I NT STABILIZED 7 0,8D 45 20 4 1.5 1 6 4
j " , I 1 °m" ,r . ~ ~ „ m a,. T CHAMBER o ' , FIRS " - " " ~r ~ i ~ ( + Ili ' -E NATION IE{ III 1 2.16 65 30 4 1.5 1,5 6 4
m . , 25~ OF SURFACE ~ » ~ " „ ...III "m . i, r ,!I II i~l` ~ , I ~ If I ~ n ~_i ~ Ir
o ~ 'r' - AREA ; ~ - B r " - . r ~ r ~ i ~
' . , ~ r ~ _ CLASS I wl ~ " , . , " T" ~ LP~ ~ ~ Ue.t~L+raO CHAMBER
DTI . ~ , • ' ~ ~ / s _ / , ~ / " -;25~ OF SU I ~ ~ / , , ~ t ' . ' _ RFACE if ; `f/ ff \i'`/ f/f~~ ~'~f f ~ , i ,r' i'r/ m, r ,,r ~`f~f f`~ J \r\\~,~/ 1. SEE SHEET C-504, DETAIL 2.02 FOR SEDIMENT AP DETAIL ~
/ ' AREA C l f f i~ f f~ f f f
> - . /t,~,';// ~ - BASIN BASIN (A (e (G {D ~~`\f,~f , ~ ~f~'^ _ , " ~ ~ NO~ DIM, 35 f/ ,%f~ I ~ `~f i ~N~TIL~REEP 24" MIN. TES.;; ; u~RY SEDIMENT'S ..;P SCHEDULE
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_ni ire cT ninr STABILIZED /'j"ti REVISION DATE - NOVFMRFk s 9f10R _ _ -
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.,k REVISION PATE - PIOi"' 0, ZD08 '
VISION .ATE - NO MBER 3, D .
i. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
ACCESS EASEMENTS SHOWN.
2. CON ACTOR SHALL REPAIR ALL DISTURBED AREAS TC EQUAL R B CONDITION THAN E ORIGINAL ~
L ALL CONS UCTIO OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPO Y ACCESS EASEMENTS 5NO LENT AND SITE, OR AS NOTED.
3. LOCATIONS CF' EXISTING UTILITIES AS SHO ARE APPROXIMATE ONLY, EXACT LOCATIONS ARE TO BE ~
2, CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL BE R CONDITION THAN E ORIGINAL SITE, OR AS NOTED, THAN E VERIFIED I E FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CON ACTOR • MUST NOTIFY EXISTING UTILITY OWNERS, CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL
. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY EXACT LOCATIONS ARE TO E VERIFIED IN THE FIELD BY THE CONTRACTOR, AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, INS ARE TO E ~1-$00-632-449)> ~ RUCTION, 4. ALL WORK NEAR AND AROUND WA RWAYS MUST CONFORM TO THE RULES OF THE STA OF N TH
CONTRACTOR MUST NOTIFY EXISTING UTILITY O ERS~ CALL BEFORE YOU DIG. NORTH CAROLINA ONE CAROLINA ONE CAROLINA,
CALL (I-900-832-949)>
4, ALL RK NEAR AND AROUND A RWAYS MUST CONFORM TO E RULES OF ESTATE OF NOR 5, CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TC CONTROL RUNOFF FROM THE CONS UCTION SITE. °ATE OF NOR CON ACTOR LL BE RESPO5IB FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED
CAROLINA. DURING CONS UCTION, 1
5, CONTRACTOR MUST PROVOE EROSION C TROL DEVICES TO CONTROL RUNOFF OM THE CONSTRUCTI~ IiE CONSTRUCTION CONTRACTfN? SHALL FOLLOW AlL FEDERAL, STA AND LOCAL MEAL AND SAFETY REGULATIONS PERTAINING
SITE, CON ACTOR `ALL BE RESPONSIBLE FOR ANY FINES AT MAY BE LEVIED DUE TO POLLUTION 'O POLLUTION TO CONSTRUCTION OPERATIONS. ~
CREATED DURING CONS UCTfON,
8, CONTRACTOR SHALL F OW ALL FEDERAL, STATE AND LOCAL HEALTH ANDS TY REGULATIONS EGULATIOS 7. WATER ANp 5E R LINES SHALL HAVE A MINIMUM 1O' HORIZONTAL SEPARATION OR A MINIMUM 18u VERTICAL SEPARATION WI THE WATER OVER SE , OR BO WATER AND SE R LINES SHALL BE DUCTILE IRON PIPE
PERTAINING TO CANS. CTION OPEA1TONS. 1O' EITHER SIDE OF THE CROSSING.
7, A RUNES SHALL HA 3'-O~ MINIMUM COVER UNLESS O ERWISE SHO ON THE DRAYA~IGSF DRAWINGS, SEWER AND STORM SE LINES SHALL HAVE A MINIMUM 12" VERTICAL SEPARATION. -
9, WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A N.Ih, I:l " VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SE RUNES "~!i:`,~L $E MINIMU 18" 9. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION, NES SHALL BE
DUCTILE IRON FIFE 10' EI ER SIDE OF THE CROSSING, 1O, UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH-ON JOITSa
9. WATER AND STORM SEWER LINES SMALL HAVE A MINIMUM 1" VERTICAL SEPARAT1ON. 11, LEGAL DES IPTIONS FOR PROPOS EASEMENTS BY 0 ERS.
TO. SEE PROJECT ECIFICATIONS FOR ADDITIONAL INFORMATION. ~ ° J 12, SITE TOPOGRAPHIC AND BOUNDARY SURVEY PRODDED BY SURVEYOR NOTED ON PLANS, a ~ a W W
11, LEGAL DESCRIPTIONS FOR PROPOSED EAEMEN BYO ERS. 13. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD "G CLOSED as ~ m > >
F CONS UCTIO, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE C _.'e;a;TMENT, ° _ W
T2. CONTRACT SHALL NOTIFY THE PROPER LOCAL AUTHOITCES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED FOR CONS UCTION, INCLUDING BUT NOT UNITED TO LOCAL NE PAPER, RADIO STATION, FIRE IY ROAD BEING COUNTY SHERIFF`S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL AFFIC CONTROL G Z Z IO STATION, FIRE SHALL FORM TO THE EQUI ET5 OF THEN TH CAROLINA DEPARTMENT OF AN ORTATIO. Z ° ° U {7 Q
DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY, ALL AGENCY, ALL tri t- ~ t,7 W
TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH C OUNA DEPARTMENT OF TRANSPORTATION, DEPARTMENT OF 14. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN DATED AND 24 p p U U u. o HOURS PRIOR TO CONS UCTION.
T3. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AN EN LOCATED AND 15. LOCATIONS SHQ FOR SANITARY SE R SERDCES ARE ASSUMED. COORDINATE LOCATIONS OF ALL
24 HOURS PRIOR TO CONSTRUCTION, PROPOSED SE R SERDCE C NECTIONS WI PROPERTY O ER PRIOR TO CONSTRUCTI ,
14. ALL FENCE DAMAGED DURING CONSTRUCITON SHALL BE REPLACED WI LIKE MATERIALS IN A .S IN A 16. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EX157lG MANHOLE INVERTS
WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT TF CON ACT 'S EXPENSE. RACIICES AT E PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL PROPOSED SE R STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS, COSTS OF RAISING S UCTUES
SHALL BE CONSIDERED INCIDENTAL TOO ER WORK O THE PROJECTe
1. CON ACTOR SHALL FIELD L ATE BURIED LEPONE LINE IN CONFLICT WITH THE PROPOSED WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL E TEMPORARILY MO D E PROPOSED ARILY MO D 17. MANHOLES AND CASTINGS SHALL MEET E REQUIREMENTS OF 0 ER AS LL AS THE PROJECT
DURING NSTRUCTTON OF THE PROPOSED WATER LINE AND RE-LAID AT O ADDITIONAL COST TO I AL COST TO E SPECIFICATIONS,
0 E. 18. ALL FENCE DAMAGED DURING CONS UCTIO SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE
m T8, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION rONSTRUCTI~1 MANNER AND I ACC DANCE STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF m r DF EXPENSE,
TRANSPORTATION, NO OPEN CUTS OF EXISTING ROADS SHALL SE ALLO D EXCEPT ERE INDICATED a ON THE DRA GS OR ERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA EPARTMEI IERE INDICATED LINA DEPARTMENT 1a. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE fN CONFLICT WITH THE PROPOSED UTILITY
OF ANSPOTATIO. SAND OR A SIMILAR MATERIAL APPROVED Y THE NORTH CAROLINA DEPARIT>1EA -IA DEPARTMENT LINE, ERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL $E TEMPORARILY MOVED DURING
OF TRANSPCRTAITO SHALL BE PLACED ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUGTIC 0 A MINIMUM 2~ OF SAND SHALL BE PLACED O THE ROAD PRIOR T4 STOCKPILING SPOIL MA lAL :R CONSTRUCTION. CONSTRUCTION OF THE PROPOSED UTILITY LINE AND RE-LAID AT O ADDITIONAL COST TO E O E, SPOIL MA IAL ~
a ON THE ROAD SURFACE T6 FACILITATE CLEANUP. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING C STRUCTION AND
r SHALL REPAIR OAOS PER REQUIREMENTS OF THE NORTH CAROLINA DEPAR ENT OF TRANSPORTATION. NO QPEN GUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WH E INDICATED ON THE DRAWINGS OR WHERE
SPECIFIC PERMISSION IS GRANTER BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, SAND OR A
SIMILAR MATERIAL APPROVED BY E NOR CAROLINA DEP TMNT OF TRANSPORTATION SHALL BE PLACED
4 ON THE ROAD TO AID I THE CLEAN UP AFTER CONSTRUCTION, A MINIMUM OF 2~ OF SAND SMALL BE ~ ° PLACED ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON E ROAD SURFACE TO FACILITATE
w CLEANUP. ~ ~ ~
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v. mm 1. ANCHOR QL AND STRAPS SHALL E GALVANIZED OR STAINLESS 5TEEL< -
m ' ' ~ 2. GALVANIZED STEEL O IRON GAN BE USE0. ~ W r . ,
3. FOR PIPE 24" AND LARGER USE 1" DIA. BOLTS. ' , HO S TO BE DRILLED INS AP. ~
. PROVIDE WASHERS UD STRAP SUCH THAT STRAP IS PULLED DO TIGHT. ~~`'®®4 '01`°°®1~p,,~`'~ ~
itti
VISION ATE - NO BE 3, 013 . .
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n r.r r n nr n nr rnn n n ~ r. xxmv r:.. mn n r, ~ r mmn ~ ~ ~ ~ v i r F n n ~ n ~ ~ r nm n ~ ~ ~n "m~ ~~~i,. r.. r~~r~ ~nr..n... rnn nr..r~ n n r n ~ m. n ~ r xxn r rvn nn .nn nn n n ~ ~ r~. -v ~n r ~nrnr r.nn n ~ n n~~nn~n n,~nn ~ k
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. . PIER FOOTING
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v „n~ nmmmn, .nrrrv r----""~-~--. ,..w.w.......w.w..m..,n { ~--c, L - - - - - - - - - - - - - - - STRAP {SEE DETAIL. IS SHEET) ~ :
r n n m n m, n {1 r. m ~ ~ ~ ~ n m m n n n r n n ~ y r nn ~ r.mmm~m~-..,,,...w....:...vw.w.w.+.....+...w......,-.+--.nvw~ 1 1. cONGRETE SHALL ATTAIN A COMPRESSIVE S ENGTH OF 4 PSI 1MTHIN 8 DAYS AND SHALL 8E AIR AIN `
n n n r ~ r n, r ~ r m n n n r rv- ~ mw ~ vrnm. . .mmmm~n~mmnnnnxw:.w.xmn» -m ' 2, ALL CONCRETE SHALL BE READY MIX CONCRETE
j ' ~ ' .r~mmnnn n ~ r n n. n v xvnv mn ~ n n 'n. r ~ ~ ~.~r~ xrm n n r n ,nom ^ m n n n. k.~ MANUFACTURED ANO DELIVERED IN ACCORDANCE T THE 2'-4" 2'-0" ~ REQUIREMENTS OF AS DESIGAIiO CA.
r ~ r ~n:. n r w w. _ ,n; i r n.n. . S S AP/ANCHOR DETAILS FOR ADDITIONAL IFORMATION»
r y ~ ~ n r r m n r. m n r r ~mmm. mxxxxmn n " rc'nr
nn n
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f4" CHAMFER ON ALL
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DO LS 1"-0" OmC, AROUND 2'-8" DEEP CONCRETE PAD TO BE CONSTRUC D
FOOTING PERIMETER, SET DO L5 OF 3000 PSI CONCRETE IF 8E0 ROCK NOT FOUND
v.+ ~ r n ~n r ~ r n• n.r r mn r ' " nrmm~ mrn.rr IN x 2'-2" PRDRILLED HOLES M
r m n v i+ i n ~~i ni nr~~ rv~ "rr it n n v ~ .+J ...n n r n r n r r r r , v r rnn~r r'nnn ~r r nr _ I ROCK. EXTEND DO LS 14" I INTO PIER FOOTING AND ANCHOR
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