20061758 Ver 1_Site Plan_20061108

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1 ,t • : ` U5 . E ROB DRAINAGE AREAS , ' co~ft~A~D ~t EE NG ,S • F RES. ; . N
, . , , . ; 2 .EARTH BERM: 8~ S~A~ILIZED','W SEi~ lNG L"f ~ • . ER ABRIc
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THICK tAYFR`t}F ~tAVirt. , " ~ 01~ERFILL 6" FQR FiLTg4 F'. , rG AB~t SETTt,EfdENT coo ~ IM? ' ~ ~ . 0 i
• . o , INSPECT` Ii~IVT FENCE'. ~AT BAST ONCE ,y~ AiYY ~EQilIR
1a . . ' ~ ..AND A~11:~ >r~tt~ ~~~NF`Rkk.! ~1; , ' : R ' ~RA~RS.IMMED~AT~.Y ~7 cgAasE AGGREGATE
` ~ ~ --SHaULfl THE F'A$RI~ ~ A ~41MEI~~ FENCE 4' MIN. C NSTRU lr~N SP C F! AT(N - 2-~3°` - Q S
' trt~,lAP5E, " T bE Pt?SE RE~?IACE°~r.. RRUFAPTt.Y; • ~~a DAYS:, > DES[GN Qf 5~il:Lt~AYS 1:5 " ~ ~
C C; C C ,C REMOVE ;SE{31~NT I~QSi'~ ASS cis x TO a~nt~E ~ :aR WEIR ~~G . ~ t ~ , ~ ssu~a aN ~C~: 1, dAY ONE BLOCK.O1~ EACH SfOE OF THE STRUCTURE QN ETS SIRE ON THE BOTTOM ROW TO ALLpW POOL ~ 4
RAliv AND'; E '.I FAKE GAR `.T : ,(~r;) . ~ . a" ` , tT ,Ab uNt~EtfI~NG`` FEVt~ ~ . za Slp~ SLOPE a+Ax vow N!?TE < DRAINAGE. THE i~"OtINDATION SHOULD BE EXCAVATES :z, . AT LEAST 2 INCi~ tIELOW THE CREST ~ OF THE ~TpR~lut ~ ~
v~Tt~tv~f~ . • • 1 . , 4; , REf~SOVE:Att.-,Fr+1~CING MA ( 5~.. ' ~ ERGENCY T ~f. ~„A~~.£ : , S,O. ' ' Fit:T~ FAB~ilG' NOTES: APPLICABLE A' RRAlN. PLACE THd; ~80TTO~t ROW 'OF THE BLOCK AGAINST lhdGRESS & Ea 2GENCY THE EDGE OF THESTOR~t RRRIN FOR kATERAL SUPPORT APPLICABLE AT ALL POINTS OF INGRESS & R SS UNTIL SITE IS
~ ~ BY-PASS I S~s~iME[atT~ f]SPt}SiT'S'.AND:iNG ~htE.<A ~'q;~GRA ~ 3 ~~$;4. ~ ~ w AND S A~IL12E T TER TFIE CON'CRt~"NNe~ - ~ i.0:~ . ' ~ ~ 'ASS AND TO AVOID WAS#10UTS WdiEN OVERFLOW. OCCURS.. a. GRAVEL .PAR TO BE 12 x 50 AND 8 THICK MINIM.U1~! 5TABdL1ZEd~, Ff 2:1 SLO(~E, GRAVEL FILTER SLOW IF NEERER, GAVE 'CArERAL SUPPORT TO SUBSEQUENT THE {3EVl , CE A STABILIZED FREQUENT CHECKS OF THE DEVICE AND TIMELY
. 5 ; 11 SIDE SLOPE IdAX SETTLED TQP DRAiNAGE:AREA ftAS I,:PR . ERLY' .fi: 1 2.4 v O - ~ Ak • > , , , LED TOP ROWS DY PLACING 2x4 WOOD STUDS THROUGH b. TURNING RADIUS SUFM1CdENT Tp MAINTENANCE ?AM BLOCk O.PENdNGS. . MAINTENANCE MUST BE PROADED.
4 DIMENSIQNS Si# ARE f~iJilAUfa : ~ 3,''Mlt~. ACCpd41MODATE LARGE ?RUCKS. IS TO BE WdRE SCR PE~OVfRER. 2. CAREFULLY FIT HARRWARE CLOTH OR COMPARABLE TEMPORARY SERIMENT BEN
. ~i • see gas ~ ~ ~ ~ti M V~ ? WIRE MESH WITH 1;(2-INCdt. OPENdNG OVER ALL pOpl BLOCK pPENiNG TO HOLR GRAVEL iN PLACE. c• ENTRANCES) SHOULD BE dpCATER TQ t
. ..•r ~ r... t r; • • • ,v `t~A1N . i ~1\,-~ ~r AeR! AND a DEWATERING PRQVIt?E FOR MAXIMUfN UTILITY BY ALL 3. USE CLEAN GRAVEL,3 ~-TD J 2-INC 3N CpNSTRUCTION VEHdC ;
iN o r~ TNi" ~icw , ' i ~eCr ~ : N$ . TE ,RQIY SEOiM~NT TRANS AF'TER` ~ H. PERIpO.4>` NI~ICANT ,RAfN - ° ~c ~ F~At,L ~rrt~~ SEDIMENT. AND: RE$TaRE TRAR Ta rrs OR1GlNAL • . . r 1AM ER, PLACED ;2 INCHES BELOW THE TOP . QF THE BLOCK ON ,A 2:1 SLOPE pR FLATTER ANR 1~ N
Df rista NS • WFt N THE:; . _ , T Is _ - F : a"CfE NAT' S~ DISPOSAL. AREA ANA ftEPtAGE` TH • _ C4 ~ NT'AMINA`~s'tY. t'ART ~F THE GRA1~L -{N F ~ ~ ~ , G,. • Ai3~ , d. MUST BE 1AAINT`AdNEd) IN A CONRITIO d 5MOpTH IT TG AN EVEN GRARE. ROT X57 WASHER 4 MdN. WdidCH ~dLL PREVENT TRACKdNG pR W)
~ , C . CHECK, T`fiE STRUG~RE; F'pR f~~. FR47M'.: ION ~ OR P.,IPiNG. PEit1061CALLY CHECK 'HE .D TH" f :r' , , . ` ` OF f ,5 F7. T:.,., , ~ ! ~~1. ~ETTt~;1iIfNT (~:THE End NT a IS REC4MMENL~ER. 2:MAX RIRECT FLpW pF. Hut, aNTO STREETS. A , ~ PERIgRIC TpPDRES~ING' W1TH STONE
~~.0~! ~ LOW. POINT, , .E[~ . ~RCT `E~JiAT1rl,Y ~1LL ANY . ~ : T ` , . ' • , ' , ' ' , GRADE.' , Y l~IP"TRAP SklGNTLY ABO D Al'1 DISRLACE F'Rl}M TIdE SpILIWAY. M115`T ' ED I ' VE ESIGN , ~ ~ ~ REWIAC ~ ~ ~ . ; ~ ' SILL. BE NtCESSARY~ ~tEEP SOM i~ H!d'dRY. . t~
1 , ~ , . , , - , ~ . ~ : ~ ST ~ THE ETi16A~11G1~(~NT ~AFtb ALL ~ I~I.URBEp ACt£AS : A8t)WE ~~'THE S~~Ii~NT'POOL ~D yDpWNSTREA,M f~20M ~ THE ~ A13ItJ~ TRAP IF,4AEQLATELY Af`1'ER ~ , e. ANY. dudATlRtAl WH1Chi STILL. MAKES ~a : TI'
C l ~ ~ ONTO THI ROAD d~4UST :BE CLEANED •UP SERIMENr il,aMED1ATELY. tI F
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EM QR~~Y ~c~i~~TR~~TION. ENT R NGE Xl
B OC K AND GRA~fEL ~?ROP , . IN~.E~ P~Q~ECTIO
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I. . . TYPICAL ~ , 4NSTRUCTtgN SEQUENCE
emporary .Seeding Recornmartdatlons for Fq(d , 1. ~3~bt~n sed(ment cantre~l a~ppr~avai ~Fr~m ~e ~State~~ar~ local
~ Srnootfil blend.
Y cantoct nr~ea ~a 2. Install ptincdpal erae~n r~antrol rr>sasuras ids sl~vwn. Design top width, ~~ed;ltl. CryIX`~ftl'k
4' MI • - . C15fERSiON ~:~;~N;~.,,~ ISLANp (R fNLET • ~K r Species. • Rate lb acre P oceed with radii( ra~ad~. Ti r` ~ ~ ~ ~ g opt me con.,tructdan aet(r+~es #o rotect water ual' , . R p 4• ItY ye (grain} 120 zi<i'JC~
" HOLD-~l~Wt~ ~f' . • . 3,1 4.5' Mi1N Desi n de th ~ 4. install ad.dltlonal trees and battlers aS t1~eS~@d t~ldl'llt 9 P ~ gr$ddng aperatratr. E.J
. _ . See , 5: Install ruTr-a~ r,~ntr d ng dates
Design thickness of measures dncluddng ddvers>~ns rirdaeter dik ;igri thickness ' , , pe. es, Water bar's Shc(~ outlet Mountains Au 15 -Dec. 15 g ze,uj
. • . OR FILTER F'ABR • - Coastal Plain and Piedntan# Ae . 15 -Dec GRAVEL BERDI~,G pr~tectdon as needed during graddng. g . 3a oR ~~LT~R FABRIC ~ ~ 1,
~ . • , , . . " Design thickness 6. install drainage pipes, as earl .as ssib~ with inlet. n V-SHAPED R(PRAP CHANNEL ~ ~ ~ d ~atlet prQt@Ct(On.l~hen dnstallm Soil, Amdl~endments
. Follow soil texts or. apply Z,a00 ib/sire round o ricuiturai limestone and pd~s an pedennral streams, c€+apse bw €!ow Ilii~e: Wren ton ! ~ ne and t3
Pk~St1C ' CtlRRU~AIE~ possible, Plerd pope ~ns#e~a~ron u~th 0 b/acre t t o €erftlizer. Rg9'u)n dep#h Resi n t0 width ,
, t • h ' .3; sut~icaent cordstruc~lon time €ar campletdon pnc~r to ~ a°€orecast radn event,. Cr~rlst~tct cod Mul h erdam c uj,
i ' y , L , M ACTS x ~ ~ry p7 i~ ~ 1 iw~ ~ a i ` fI A ciao ( Qit renni f Pp Y b/acre straw. Anchor straw by tack(n • with as bait, neetin pe a streams: Pump or dil~rt stream flr~W arc?d~rdd i construct' s ~ l~ p~ ial~ ar~$'. Cfiear €or or a mulch anchoring tool'.: A, disc with blades set n ~ egr(y strai ht can be neeting, . tt~ ~ d can be.
: . _ W' <; . t. , ' c~1:! l J ~I :I t ariy .h r'a, t :,a..:' ~ min ~ ~ r ~ ~ • I Srnoothf blind 9 ..used as a rnuich anchc~rXri tool:. r pipe lnstallat;~n Install i wl~h`corn d ~ p I~ ~ ~~ckt"li, Install dn~t end cs~ttlet d catec#dan at ttrr>~; .tai
~C)UT~;~ ~ rR TOP o~ ~ Y kT , Contact ard~ • DN lam: IN Ci~ANNELS : R aut - ' ; ~ ' OLC... S CIF v. Tt~E p . titairtten~ln e TRkPEZO(d)AL RiPIAP Cd~ANt~(EL GRAVEL srDRING of pipe instal~tlan. lnskall silt €ence.aver 'r both Ertl t, ~
, ~ pI N ~ l At~a awn rw P a w N~ R ~ 1 ` - :5 .MIN 3:1 • t ~ . n P ~ e and outlet Ada ncrt Install do €ront o€ Re lr and re€e it es~ n t width pR LTER FABRIC PP rl lee ~ornaged areas lmrnediate# : Tbpdress with 5D lb acre of ~ ~O WI.Mt1J..~
d + i ~ a~ „ i : ~ ' / nitrogen. in March.- it is necessa to :extend t+~m a P pe pernng}. Shy banks and stabdllze, rY pot ry cover. beyond June t5, cverseed _with..5a Ih/acre Kobe (;Piedmont. and Coastal Resign depth over wa,
. ~ Desi n thickness g ANCHOR(NETTINCw'iPt Plain or Korean., rilatountains) 'lespedeza in iaf*~ Februa or earl d~arch, 7. Clean sediment basins When hal€ #ull. Y - . CD !arch. 0
A 12-~fIV~H 1'R~frrN DeBii~n tfiiCk»ea9 , (il-~ ~ and mulch denuciad area with'rr~ 15 dgt'• er . ys aft finrsh(ed tales are,establdshed or .{:CI Z.;~z:
` 12~-1NGH, GRAIL DDiNG OVERL4~! OR FILTER fiA;aRlc JC)IPt ,'STRIPS ~ ANC1•IORII~G; . BE{)d7lNG ~ ~ ER FABRIC , t INltl1dn 15 days a€ Igo cons#rut~ian actlvd~r wh~ict"tever as ~dre~: See see~flr~ s ~tti ' w 01W W.
ANi~ ~'OVEftEAPPItiI PARABOLIC 4 „ ~ peo catdons: PARABOLJC--SHAr~ED RIPRAP CHANNEL :
9. Maintarn sell Broaden colttrol measures until . rrr><anent raur~d ~ ~ t'~JYer ds eStebl~hed., TO 13E USED WHERJ^ EXCESSNE STORMWATER
vELQCIn~s. PRQHIeIT vEGECATIUE L1NlNGS. 10. Remove temporary sail erasion Carttral ra~~;su ` ~ F res when rT~ lor~er needed- areas ode ICE O STgMd: MUST BE DETERMINED BY
CCV AC~C~A~;CG}N . ~Cµ N~CN~ ~NC~ N1A~'TCP~~ . APPROWRIATE flESiGN PRgCE7jURE. stake with permanent grass cc~wer,1'ra s an~~ sedirried~t heal p . ns are tv be brought'ta fdnal
M } , . rude end
C . r Rip RAI`' 1NED ~;NANNE
11, u t , es final;approval by tl'~ I~I.C. D rtd~n~ent.a€ Na total, Ret~ur~;es pr kcal enc . a9 Y
S ire ' ' Cllbsel cc,te~f greats:
° ~ S E~It~G SPECIFICA'fICNS 2. pies all areas,to rl*de g to a oft}~;
3, u~ 1 APPLY 4 DAO t:BS L all o1~e rc?clc, aril outer debris lea.. ~ x ~ ~ ~"IC Ci1s4EST0~lE PER ACRE. e~tscbly sn~oth aril unr1.
~T"A~L~S ~ Itui~f ~t1e a APPLY 1,~Ot3 LR5 10-f t1 l4 FERT(LaZER ;PER RCRE FOR :GRASS SEEDINGS OR: . Y ~ r, , ~1 l~~e ut~a~nal :;CIS. sl3edr sd~:d le Y.. p~', U and n~rV~tltSOll. APPIY 1,200 kBS ~-1Q-)0: F ERT1Li2ER PER, A1;RE ,FqR LEGUME SEEDING. S 4R:.
5. unto a ill l~ , f#rn r~eas~dl~bl Ltl~seed6ed'~ 4" Lint . Y. , , ~ p~ to R" deep.. E AND FERTIEI~.ER ARE 7`0 BE DISIfED INTq THE StllL SURFACE' To A MI II~UM EI ra. ~eed'sf #ts rate ~artd ' fed aceVe aril meinta~+ a ~ . MINIMUM DEPTH OF 4 INCHES.
~~~5~ , ~ ' MAT 4' ~ ' ~ cow 7. Muk~t lrrrrrt~dietely 1~er tiny ~r?d~ an~tor r'~d~h. THE FQLL4WING ARE. SEEt~iNG RATES 4h GRASS AND GRASS-LEG • ~(~1~ MIXTURES FoR ~ ; Tuts I`o1 DIFFERENT TAMS
t ~r 0~ 0F' THE YEAR. TIESE REC(3MMENOATtOPIS ARE FOR THE ESTABl.l5HMENT QF A PERM r~. inspect aN.see~(ed areas.and rake +rti;~e~ry 1~?~ks or r~-seed i~ tar, ~fi P ~9 San, TEi1fi ~ : . s u . ; PQRAR EGETA~'lVE SIEDihtG WILL Rt~gt3iRE DIFFERENT, RATS. AND MIXTURES. OF A PERMANENT VEGETATIVE COVER. ~
y. 'i, t1d1d ~ be Over 60 /o- datr'iaged, iBii:stabllSh €olloW~a :0 ~ ~ €el~lzi~ an • ~IPr: i~ ~ d see~ldng . rates LATE WINtER - EARLY SPR IXTURES. ` 3
~ . ~ ~ ~1.~ INC: R. Coctsult coi~ervt ~spedtor on n>ai~tenan+c~ bel~tn~rit ar~tl fe~tlon a€ker t ~ perr~nen cover ~
• y F ~ 1B" MIN W a estat~r;st~l. GRASS; LAWN MtX.TURE
,F ~ TAIL FESC!!~ I34, l.~S; . PEA ACRD RYEGRAIN 60' I;HS. REIN .ACRE:
: t;~ WISE STARER; W a 7e elf <~.-'""r m~ra ,Seeds Reaamd~tendatdons €i~r ~~~MON ~ ~ t,.~e 1~nter and ~adiy Spn ERIwt~A - 15 L.B~S PER ACHE iN' SANDY St3iLS ,r',u~,~:uJ, . RiPRAP
µ ~:t: :.,,r.r:w ~ .r:M1 {~11T4TI F.}'~d1~~~.~~ rf+'_^'lS'f"'I11'-~.Ip"~It;R':"7y~~tN*.,P~~.w~!rl'w+~a.f "~fw"'rfM~'W.~ . " ~ .r ' ~ ~ ~ S~edin mixture ~RA55: . 9 LEGtI~E frll~1'Uf~E
i - ~ i.. YI 3YPiCA~. . ~ _ ~ apecies Rats rlb acr TAl;Zr. E,ES~I1E 50 Lf~S. PtR AGRE { / 8~
` RYe (grain} t20 RY'EGRAiN LBS.: PER A~R~ Annual Iss " dsza 'liatae "in 5EGRECIA P ' a~ ( DES Ef~~ (ACARIFIEO 6t3, Wis. ~el~ ::ACRE
s s FkAREO ENI} piedmont and Coastal Ftain, C4Mk~aN BfrRtAilt3A- 15 LBS: PER ACRD 1tJ $A~iOY SOtt.S a~ Korean Fn fountains) 50
, - ,4.. , 5EC7K)N ;>;e7roH , ~ a - EARLY SPR"ING ~ LASE SPRING
Omit ,annual. tespedeYa when duration df tai»para aver is not t4 ex#end , , isa~~tRlc vi~V beyond June,. G;RASSs ~ LA'W'N f1~7k1R E LLI
CALL f ESCtJE i 50. I:BS: PER ACRE
. A , Sesdin dates. RYi~Gk~A#t~ ~0 LBS,P~R ACHE A g fountains -Above 2500 ft: Feb. 15 ~Ia 75 COMbt4N BERti~Ui~A ~1'S 1:85. PER ACRE IN SANpY 5OlLS
~1~, n Y below X540 f#: Fab. i - teaay 1 : , Piedmont - Jan. t Mp ~ GRASS LECUi~iE tdlX~'ttRE'
, f Y Coastal Plain - Dec, t Apr. 15 FALL FESCCIE 5fl LBS:PER. ACRD ~~S ~
. SERECIA LESREDEZA {ACARtfiECS} 6th LSS. PER ACRE Soil. Amnaendrnents, C~l~IM4N BERi?ttJpA 15 :LBS: PER .ACRE ;<I~i SAVOY SOILS
" , F'oliow recommsndtttians of soil f , eats or apply 2,040 Ib/acre, ,ground a~~ ou o riaulturai (irnestone and 75"0 Ib acre ~ - St1f~IF~ER: Y rn,
w~~~ ~H~ g / 1 ~ 10 10 fer#ilizer. K nvRt~ w~rw
3 X pIP~ ~ i~li ~ d APfION QEPTtI a, x ir{Ulch GRASS: . AF~tON QEPTN Pf.AfiJ .
• AppEy 4,000- lk~/acts straw,. Anchor strp~r"b tacl~in wi#h as hpfit nsetm IAL~. FESCUE 60 L~~. PAR ACHE : ; Y g p , g, or a mulch" anchoring tool. A disk with blades set n, r t BR41N~1"I`OP t~liLLET 35 l85 PER ACRE , . ea ty s ralght can , be
Hiker ~dbPrC - ; . used' as a match anchoring fool: S~F2Cklttirl-~S~IOAi~ NYRR~OS 3,5.1.85. ,PER AORE ~ gRO~YNtpP 1~ILLE'f ANE?
A cut}t~hltft~ ,5E1DAN NIYB Mt1ST B>~ KEPT AT s o l~aintanance 1'0-fi" ~ < , 2 INCHES iN H1iGHT Tt? ALLOW ESTABLI~; iMENT Of' TAIL FESCE}E.
` ~ , Refertilixs tf brow#h is not fully atlsquate., Reseed fertilize CQt~+tON BERfkIpA: t5 LBS. AfR ACRE 9N SAP.~"FY' S41LS > and mulcf~ irnmadlately following erasion or other darou e,
Cla ~~~'R ~ . w SUf~~R _ EARLY PALE."
rirn~ion Ckntr d Stone e ORASS LAWf~ "MfXTURE ~eer~ar~ A n d .
. SEE, n: ~o ~ er~pgrary dtr~g ;cgmrnethgns for Surttrrl~r TAIL FESCUE $4" L85~ PER ACRI say roe ~ ~i~er bkinket RYEcRAfN b4 LBS. PER. ACRE
~ . OVi+ FLAW • ,t a' is the length. of ~h Se~din ..mixture C41~ulON ;BER~Ui)A ~5 LBS: PER ACRE ,E~l S N0 ~ A Y SOILS he length. of file tiptop apron,; ~ '
» 1.S 'times tha mi psc~es Rate { b~~cre~ German millet GRASS: tEtUfE MiX'I'lfRlw 5' times „he maximum stone dioreuiter .but 44 ~ .
24 not less #hon 6» at''cer~tar s than t; PALL FESCUE 4Q LBS~ .PER. ACRE,. i
~ er a nr Fi4#er fabric ~ ilEe ~ • • - ~nstaNtd ba#araen fhe r CRflN?t~~~'~H 25 Li'~S. PER-` ACRE blanket or filter fabric should be. In the Piednlan# and l?toun#arns, a small-.~#emmed Su-don "rays rna be ~ - COI~M~:N 8ERf4UDA' 15 L8 . . g y S PER ACR, E IN SAt~OY soiLS . 'LLJ
,,s i ba#+veen the riprap o»d soil foundation. substituted;. at d rote of 5L? !b/acre. EARC.Y FAIL. EARLY WlN'PER'.
: ss ing ca es : .
" S~~TI4N A~- ' A _ - . , , . P1P OUTLET TO F i~toun#ains fa 15 - Au . 1 y g 5 GRASS: LAWfJ, ~iXTURE wET TO F ,TAR ' Q " ~l L D FtN Piedrr+ant ala i A . ~ TA , ~D CHANEI, Y ~g FESCUE 100 ~l.~s, PER AeRE
~~~y, ~Xfir"Rti3R • s~oastai Plciin - A r. 15 - Au , t S ~ RYEGRA#N 4 - s,
F~ PLYWp[~ P~.YW~lI3A: , Stone sha~?Id'be planed aver the' chas~r~el.'barrks t~ k~e p wt~fer,. Ct?ff~N 8E#~J~tJDA 45, LBS. F'A'R ACRE IN "SAl+10Y .SOILS 5otl Ammendments Foltow recam.mendations of soli texts ar a;pply 2;0'00 lFr acre 'row'ed' .
r f cim cufiting around tl~e tlar~., ~ CRASSs #~EGUieE. ~fl>F'tURE a ric~Etural Limestone and: Z54 fb a r ~ g / c e 10 10 14, fertilit~r. : TALL EESCIIE 50 LBS. PER ACRi:
. : l~YEt`RAlpi: d0 L85r PAR ACRE , Mulch
, , A i~ a o 4 ~ SERECIA t~~SPE~EzA {uf~ScARFi~n P~2 ACRE: pp y , 0 Ib acre straw. Anch r fir ~ ~ c~" s aw b td~ktn "with as Y 9 phalt, nesting, C~~u~ON BER~IIIi~A 15 IrBS. PER ACRE lf<l: ~
~ - O~1E Cf~E~K., SAM. ~0~1 ~ ; or a mulch anchoring. foal. A d3ek wi#h Irtades set area: etr i ht SAN Y SOILS . ' rf?' ~ g Gan be used as a mulch artcttorlr?8 fool." ,
'AFTER .SEEaING 'CHE AREA iT. !5.1'O ROLE 'OR" Ci~LTIA'AC.KEfl TO :INSIJ.RE 'fFfAt` ''TNE )NCO COtJ-TACT "'W=ITH ~'~fE" FOIE.: SUR~AC'E. " RE THAT. THE SEED #S P'R€StO.
~ ~ , am en.arios Refertiii~e f r ALL SE~I~EI? AREAS ARE" TU: 8E `i~IIL~~IEA VE±ITFI 1`RA i g o~rth is trot failty adequa#e. Reseed, f~rtil[ze and mulch S fULGH• At THE RAPE 4F. 3,00 TE of ;o o gas. R, 'S HE E T
, - . irnmediatel ~foNowin er {ApI~R(?1ElMATIrLY, tttq BALES'PER ACRE . Y g asron ar other don a e. ~ ~ g ~iJLCH` `T4 ~ ANCHORE>e~ ~Y 'HITHER : f3Y luIECH 'N . . . , ~ ICAL MEANS, OR YVII'H ASPHALT TACK.. PHALT 'PACK.
, - . `ILE 2,2 2
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w„, t. ii , ~ ~ ~ v . . F " J'~ 1 t j 't1R ILL PAID FOR, ,Ulf:. OU~ IE~ OPaSA RESUE.TINO ~tQiVk SUCH T' HE C Nl'RAC~'CiR SHAL ~ El"t , ~ ~ ~.~,.r CI~.AIMS GR EX7RA Mf~E SA O L ~ NCB ADD NAL D ~ ~ , , d,. ~ P C~3 N Tl AS 1`NE ~UI»~' i ~5"'.. ~ ~ . L QUANTITIES AT THE VNIT 'HE RESULT IN THE CAE ,
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A.D. = 8.56 K = 13.56 A.D. _ -3.44 pV) ELEV = 409.10 PVI U Q f~
K = 8.98 PVI STA = 16+50
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A.D. = -7.68 LOW POINT ELEV = 3&9.24 Q 0')
K ~ 833 I.OW POINT STA = 18+t0.i6 PVI SAA = 2b+25 . ~ •tS33 V3 ~
II II ~ ~ N p ~ 40.00' VC PVl 57A = 17+75 PVl ELEV = 392.5
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' . ' 42Q a w ip a0 N ~ o ~ ~y W ~ ~ ~ m, N ~ 5 O + _ Kj U~ O) A:D. = i0.1i ~ ~ ~ Pvi ELEV = 391.00 A.~. = 5.33
K 9:39 A.D: 0.69 ' - 420 . ~ ~ ~ K 6.46 ~ 4{ZQQ_u
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. PVI ELEV = 408.54 PVI ELEV — . 411.00 PVI STA 20.00 ►�
A.D. --6.59 A.D. � ---4.74 PVI ELEV �- 4�?�,75 � � � �
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HIGH POINT STA' 1.3+48.9 �n c.> ` 0
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. Y ~sr
M ~N St atr~ MF G t SAN ~ . & 5
. ~rM y ~9 ~'Lp ~ p$Q p oo r ~ R~ PROJECT N?TES ~ ~ z w :sC
. ~ 20 y~~~~~' ~ ~ E fi ,o+' 1) GENERALS 1'HE CONTRACTOR SNALL PRCIVCDE LABOR, MATERIALS, ANU EQUIPMENT REQUIRED FnR A e~ o Sw 0~~ ~rd~ COhiP~ETED PRQJECT AS SHOWN ON 7HE D~'AWINGS. WpRK SHALL CpMPLY WT7H AI.L• APPLICABLE LAWS, ,2~~
4 NC 9~ ~ •
• ~ ' y ~ ~ 7/ ~.~`~~P 1~y P,~Q CgDES, ANB ~RDINANCES• PATCHING TO MATCH EXISTING MATERIALS AND DEPTM. ~s,. y ~i z
~I~, w ~ 8p ~ c~
ti ~y ~ G ~w// 30 ~ d ~ ~ ~ Q'~~,'~°'0 2) MATERIALS: PAVING/PATCHING SHALL MEET DDT STANDARDS FqR I-2 ASPHALT AND CABC, AND BE
sr G ~ ~ >7.zg s 1 ~tN ,~P'~`''~~'~~~ MEASURED AFTER- COMPACTION. CABC W[lL BE• COMPACTED TD lOD%+ MINIMUM. COMPACTICIN IN RRAAWAY dR
~ D S ~ ~ ~ ~ ~ 3 • 0 8 6 ~ cP / ~,~''i~s ~ AREAS 95%+ QR HIGHER F1S REQUTREA BY APPROVING AUTHgRITY. Ct]NCRETE SHALL BE 300D PSI MINIMUM `~t~'' = r . UNLESS N~TEII OTHERWISE. ~ A y.
. ~ ~ . 4 ~ . ~ ~ 0 ` U)
G1 ' .+«'M M++M Q-~ UNLESS NOTED pTHERWISE. THE CflNTRAC~'QR WIIL PRDVIDE TESTING BY A QUALIFIED L.AB~R.AT~RY ~ e~
. , . ,+,y,,,.~... 4,,.~~ . ~ ~ , .,,,,,..v.r'~r+ S ~ ~ CERTIFYING THAT TWE MATERIALS AND WpF:K MEET DDT SI?ECl~']CATIONS FAR CDMPACTI~N AND 'OF
/ TESTING SHALL BE TN AECORDANCE WITH DDT STANDARDS. MATERIALS. A MINIMUM ~F TWO COMPACTION ~~.p vim' ML
p ~ ~ ~~'A ~ TEST SWALL BE PERFORMED. .
$ ~ ~ ~ ~j
9 L~/ ~ ~ ` ~9 ~ ¢ ~ gyp,, 9 a ~w ~ 3) EARTHWCIRK~ WHEN UtVSU1TABLE MA7ERTiaLS, ARE FCIUND THE CONTRACTOR WILL (NOTIFY THE ENGifVEER h~
?0 S u'p ~ c~ o c~ ~ 1 ~ ~ o ~ ~ ~ S Q > ~ ~ o sa ~~l w9°~ °NO ~q` IN WRITING, CdNTRAC'f~R TO REMOVE UNStJITABLE MATERIAL TD 22" MIN. AND S'FQCK PILE 7N AN AREA
s s ~ ~ w ~ a D ; z~ N 1 9,,~ ~ W N ~ ~ c~ ~ X ~ TO PREVENT PONAlNG OR EROSION. AFTEF2 CCIMPLETIQN CIF THE PRCJJEC7 AIRY UNSUITABLE QR EXCESS N~ 78 E~ D SAILS WILL BE DISP~SEA BY,CDN7RACT~R qN SITS, FILL MATERIAL .WILL B~ FREE OF ROOTS, AEBRIS,
ROCKS LARGER THAN 6" AND ICE. FILL MATERIAL TD $E PLACED TN 6" TO 9° L[FTS, z
S d ~ ~ t c~ ~s y ~0 v ~ s ~ 0 p i~p S~ ~ ~ ~ 4> MINIMUM COVER AND CLEARANCES A MINIMUM Gl]VER ~F 36° IS REQUIRED QN ALL PUBLIC UTILITIES.
Z4~ ~ ~ A 22" CLEARANCE WT7H ANY STC7RM DRAIN IS ALSO REQUIRED. USE DIP TF THESE REQUIREMENTS CANNOT ~~C~NIT~' 1f~ ~ $E MET. ANY SEWER OVER 12' DEEP WILL BE DTP, MAP ~ 00,
~ ~ ~
~ DO ti~e• , ~ w ~ ~ ~ • S) EXISTING U711.T7IES: THE CONTRACTOR tS RESPANSIBLE FOR I.QCA7ING ALL UTT~TTTES TN THE
PROJECT AREA, AT A MINIMUM THE CONTRACTOR W1lL CQNTAC7 THE NORTH.CAR~I~INA RNE CALL CENTER
. ~ ~ is j ~ ~ 8p ¢ <NC~CC) AT 1-800-632-4949 FCIR. UTILITY LGICATI~N. 'TN AADITION, SHOULD OTHER U7Il.ITIES PllBL.IC OR \ PROP MN s PRNA7E BE gBSERVED IN THE AREA THE CONTRACTOR \JILL CDNTAC7 THE APPROPRIATE UTILITY
d..~ Ck b' f F . 0 Y COMPANY OR OWNER FOR LOCATION, THE C~INTRACTOR SHALL NOTIFY 1'HE INSPECTaR OR ENGINEER ~F
9 ~ o~• U . . v~ ' r' p 1a . ANY CQNFLICTS PRIOR TQ CDNSTRUCTION.
~ f~P a ~ cs ~ . +A r 0 c~ a 0 ~ ~'o p - @
~ y .fib ~y S +'r 9 ~e 9. r'~ ~ ~ 6) S~EDTNG/SAIL. EROSION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND SEEDING AS in
~ r ~ ~ n • ~~ti , Q P`*~ PER APPROVED SCHEDULE 321 ~C ,
0 ~ ,t S 9 3 ,210 sq.i`~'. ,~tS``~ 7) SEWERS ALL .WORK WILL COMPLY WI7H~ THE APPRQVING AUTHORITY SPECiFTCATIONS. MANHOLE
. 0 . ~ . $ ~ ~.~Il ADJUSTMENT TD $E WITH FULL 4' DIAMETER SECTIL7N WITH 8" MAXIMUM FOR 24" DIAM CANE, LIJ ~
~J / SECT[ON. N? BYPA•SS ALLOWED. SEE SWEET W & Si fOR SEWER CgtVNECTIpNS, WHEN PVC IS USED
S~ D a, 0 9 x~ ~ 0 c~ 4i,~, ' TAPS SHALL BE SCHEDULE 40 C}R BETfiER. o W cE C~ Cv
~ A) -EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) CCJNFORMTNG 7fl ASTM SPECIEICATiONS >
r ~ 9.~ • , ' ~ ~ .'S ~ ~ ' Q C-200-65-T WITH POLYESTER RING JQTNT CONFORMING TQ C-425-66 T. CU< > Li- c5
40, 2 ~ ~ y c9 , ~ zn,z E==4 < (U
a a v ~9 0 3 ~ is ' ~ E ~ ~~~~i 6~~' SPECTFICA ILIN •Da3034 F?f2ITYPE~PSM BPOLYVINYLTCHL[]RIDEA<PVCDAND SEWERAP PE ANl) z
A 0' ~ ~'j C w ~ 4 • / ~6• FIT7IiVGS. ALL PVC PIPE SMALL BE EITHER SDR 21 DR SDR 25 WALL THICKNESS PIPE,
, tip. 0• r • ~ E Z ~,o
~ ac ~ ~ pRrv Q F~~~ LSO ~MINECflNFORMINGT TO pAWWA C90~-75 WT1H DUCTILE~IRONLF T:~INGS. S~E SHEE~vW~&Si~~ pR \?A7ER zx
c,P~ C~NNECTI~NS~ 0 d
9. . d' 'rl' ~0 tNV (~1G 39&~~ 9 S .s ~ S ,c^,c x x. , 53> DUCT3LE IRAN PIPE (DIP) SkA~~ $E CLASS SO UNLESS NDTED n7HERWIS~.
t• •C • 5'« ~ , , ~ Il) SEE SH£E7 W&S1 FOR WATER CONNECTIONS. • C
~ ~ s / v
~ ~ ,gyp ` d s ti ~ ~Y I t ' 10) WARRANTY: ?ME CDN7RACTpR SHALL 41ARRANT THE MATERIALS AND WORK FOR DNE YEAR AFTER z
Y1 4~ FINAL ACCEPTANCE,
o ~a , c~~,, ~ Y~ 0 . 'b' ti~ it> EXCAVATIQN: UNCLASSIFIED. _ LEG~ND
4 ~ ~ ~ ' ? ` ~ SQ a' a ~ \ , ,
~ ~ ~ ~ ti, ~ ~ Y qtr Q ~ 9~ ~ ~ 4 ~ F l2) CQNTRACTOR WILL. ADJUST STREET GRADES AS NEEDED F'CiR BALANCED STi'E, STRAW WITH NET
a ~ ~ . Y3) STAKING PROVIAED BY OWNER. EXCELSIOR MA1`
• Q ~ oa ' • GLASS 8 Ri.P RAP
Pf20P ELEV 7C ~R EOP +813.30
SPOT ELEV *g~3,3
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• ~ " \4 ~ ~ ~ ~ ~ ~rn k
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~ ~ ~~u..,, . EXIST WATER B~OWO~F - - - - - - ONTQUR PROPdSED 42~ ~..11~~11~_711111a14M[i7 Sl3 OFF i.- 1a.j 3t,Y R.w.,.....i • + i..iy:.i
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REVISIONS
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• 4tittty,ftdta(gnilalalrnaJt(Kaltrgalrrnut,tr, '
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• rnnlutrty,R:nwrea,toash>,Klgt+rrtktt[tfilxnt}MrtktarrJte~ofuta, A«ratb.,rr~k(n„da,kd6t+xtcfu,tttlrt(rrslgnclrtRhtdttrto?t,,>t,,tatt•suJi•' • ' ,r,rca ttnt is raaxtvc(t in t1>a ,katg,tatt,S Jis;x}s}t atta iAd ultKa tiq ,
rotaramtnak,lt•t,rirldwgt?vtttating, • • tS+rl>,RM}tuKlnltt/Ndritcnt:CrtaAtlVFkKlPft+tt•~•f~+!(hrireltyrt,tckirw ~ '
rR7Nt+td ttMetKlAvny I•, uw+,r.lt t>>,n,ird,xturar t,3 tstt&tw C1Mrorr(k4,gnr • t~Cruritvllaxta.lrlx,It,li,rrtyttgnnyrriltcrsrtntofdxtrntWsln+tntWyttgl+t; ,
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Atttlpq;td;rngrttytx>utingaltaSllsrctKtp tura(»tati ttirifir R I r ~
• tl,ecarK`lulr:+rNlxllatlltxtlloantirnst,t j, ys ~s,t<no s i , .Stttotx J+eu«tnGkndwlthtltoth!•' ~+Wnxg,utnsa,xlsal+irirc;vtlkrly ~ • • •
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Design By: (:;I g

Drawn By.,
" ~'rian ular 'rV" ~ , . 9 Cvt~siru~ltott t, ~llsiru~lioll 1, • u t ~ t r tk, t+cacta tiakrd,ct;u?l,atd;u?cntanttdtrf) ftafroptsnntfpUtcral~ca Check By: RJB
~ r ~ ~ ~ S ~ eCiliCtitiol~s ttt~, p { • Cj1lCi;ifi0llS lit+rta4lcrnatctiaf,(,~r:artl~rcSCrvairarCalpfaCiliGrfcSCdfmantrcmpvsf, ,
2, fixCtv;+canrl~tull?1cf+cDam(frilmm~uf7.(ukcl?a,>sl2fttivittativflt?1:IaiJc' skrt+es urskr 111c su;,l tcagltl of Iho 11au1 at it1 ccatcrlit~, tans tare tr+cmh wI?h Date; 12 Dec -
~ cxt, a~ ~ tt ' sxuaaurn~tllliltafabttcl~facttixkfiiliu~+vitfuack.At~rtytilterfatxfcwrJsr
. •x•sectlorr area A tt Zd' . ~ ~ ~ ~ ~ ~ !op wrdtlt (7~ ~ 2clz ~ <,t, ' lt+c uxktill cn~.~nkntcitl, fra?t~ttw uluUCan cttFv pC Qtn lccytvay tp It# ~ ' tM>ttctzacunstlga+:~diaaprn?.Ovnial+titlcralatLytalatnitdruumat'tftetall ' . Dwg NREX\R xRD7
~ ~t+Sula,n~ilhc(fslrpsrf~rntauiplaistavcrt6ctla+tti~cuCanr<Utl>•.
a ~.t, r " dim '.t. t`tN,sutrcltlscentl~tittkurci?tnitlta^clt•gittistt?atknml~r~vcitgtt>GSiacand ~ , tlimcltsitNat tluuen nn db rkan'inlyt, It is fugxutaat drat tnck obutmtnts 6C at Jab No'.
e ~anslructlan 1. Rctrxn~c afl uccS, btnslt, sotto >,c, and utltcr vli r~tit)ttaltIc ntatt;rial c:attt d:C ~ to„~ miq ! J kay 2 It tril;lrcr tt+.ret tl+c st+itAvty c+cst ;tnfl at•katt i R• Idgtrct' Utzft tt>c ' ~tN+tl'nsncanlt;K'cufd+cJanr,lllld,C~YaytudtatoC,tnlxnvc+asawranr~ccostoa .
' ~ ~G1~1tra110115 ftruttd,ttinttarc~anddis{~vscutpttrpctiy. ~ ~ : ~ nr t ~ . nt tga~G+ltutc+ttc,• , Scale. A5 Shawn
. • a. s , Y 2, Isxca~atGtlrCC112ttttcE;rtrdcl,al+cittuttCalli3tcs8ndt3imcnsins>ssir4wnnntilC I~,t; d, 5stliu+cnt•I~clcu~t~ltccftnntd+ccoucttrtciio,?sitcslroulrlbetllvcrtcdbrtpitrn . tK?,tfn rescnrrir at tits futd?cstarca Irprrr lttatG•un.
' Py od pial~s'pluc a U,2.Ct nvcaut necrttixi tttc citan~~:t pcritnctct• to ntta~v fnr :uiiking . r K `,~a~ tIuriltb sccdtktt prct>i~catiunstmd stxi Gttttduls. t 5, t,nnttutc'It(,cetirkdanllac~~tcdtclr~t,,c:uc~fcctc;uccltuutlnino'ucsLylimCai
G'trtitt ~ yic~ yiCl<ffflµ71C~Ni<IfIK'luYrfafltWtYlttll,Staititly,¢Gttutciai,~tctyntti<rc~stiitwrtud~ ,
~ ~ 3. Remo?c antJ prt~tcety distwcc of all nxccss soil 50 ttrlt surtact; water tttay 't,ut ' 2.3" ~ 2 , ' C:llwt 1ltC r1,,~uuat GcctY. j~cc fimolt:tlN~rtrtsutktHtuufttactt;uucxalAtSte:lcttitacailriwt(RyirxrceslSun , jrrcc5rrfbifi:fatrn~. ~ ,
r yn ~ . caa seaggregale . ~ ,ti a, tYIC ftnGfi(tttr 1tS n ct~ dtictl ~t s ~v G, S7tcty-,5rftitncrrtltttiuzslttHtldlaccnrratkteJttiagCroustrccatttata?Cystl• Sheet
t C fid f C, .1 Y,1 C tU tIIC CJt;taHCI ?Il tIC(SCiSC)11j1n1! tll4 I,;,cl . Sc:~aity t~C ttlr CUutlitit,~is tultt sNt;~ctitut ctf ;I,xics. t'cutcct talc cltalutcl ~~~idt u,ay tr;irt Cl,iltGr:lr, Sltrp sido'sta{>sS a114Utd be a~'n(dtvt, t'+ct>ccs tvittr tivanring sigtss utaY t~a lrcctktt if bcatwtsstug is likciy. Att ctotoarxl tocaS tululrctncnts must ~a
IuglClt to a tCtlltptatY liltce 5vff icrtit to ~vitltsCand artiicilt3tcd ~ClnCitiCStfttring . folk • thccstablisitntcult~iod' ~ • . follgtted. '
' ~ ~ ; ~altt~~Itat1C@ L~~v ~1~G~I1~t1C@ t,~r~kxnGutcntta~siieea(tcrncGtainfl(f.ttct~taYnsettiutctrtt,nrlscatptearlglM~l
' sgtu ~~}l3fE,'I3iIt1C$ Utteing tttt; c<labiisiur?;It! ?ceitat, ci,;ck rass•iittc~l ctlal,tlt;ts afar ever caitt- . E S Y • ctk~ ' +•ulwt>ctvlscltcc+3inrcutaCCOnru3atcStntttWtrinr?c•ltalftDailcsCgnvntuma,
f~i1l. Ahcr prase it cstabiisltctl, I~ccitxiieally clltxk tttc cttanncl; check it after attic c+~cry heavy raudaif crcnt: tttltuctliatcty'ntakctc~airs. 3! ts;sartEt;utaciy itn~Ot~ , ' Clkrktt~stn~cruc¢forclrsi~r,lripi„~,at>stcakdiryrtaccmcntattc?cxhaig. silicarrttnlu<tt»nraixtrclnlrGrmwstti:~taty, ' , ' C15.
taut tt? cbrck tix t;ltattnei outicl anti all said craaiu~s'ier battle $tab3tity and ttem ltenun+rdst calnYtuetu,dmrytuacthlosedinscnli:un+s+liatclynitcrttrc<unu1:~•
Cvidetrce nt Irilritl~ yr scour htdes. tietnnve all tigttiGCaltt,tetiitnettt nxvrntlta• ~ 't""" tiaus to nurintain tEtr ttCSi nett case 'in ca ~aCit . Kco ti ttev rtes in a hcaltit tt,c l; S R I Y i fi Y~ rs,~,n • 'tkal Fitt: talc INxu (xuttattCntiy ataGitir.~t, $rtKKrtt1 ttrc t+,ltin aito t0 bkrNl with • . d>c<nnw+nd'url*a+a~andaraTtitirb.htlamtcralul~cttinscntsltputdboscmo?•ttt
~ignrnusGOntiitinnata{ItitACS.srucsitistltcttrimaryccpsinnptotcctionfnrthc dtsr fsuu111>F I41~fu INitu ru tau? rcutiw,ll~ SNfht>tal stnt<dd itc l+txal &t ttrciglralc4 diS(N>,t1t au~taS ;ttui nt>! allot+titl•til !tow into urc,•uns a draatagaaays tlating Of 15.
cElane>et ~ ~ t u,us c111ktWC 1Cf1NiY,1l,
Seal
..T___...~~.__..~~_____,.._,__.. m_. _ _ ,.,~.,~-n-,--~ . .,.___._s_~._____..,___

•
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4' ' NIt~ REVISIONS
Date By
f • ~
• ~ ~ + ~ ~
• ~ ~ Note; Desl n based on east erodible sans usln bu ~ ~ ~ ~ ~ ~ ~ ~ ~ • g ty , , g rmu lagrass, Max value of n, . to be .03, Desi n table far retardenca class °C". ~ ~ . ' g
• Statia Road Channel flaw Cata ChaOnet Dirrrensianslf3esi nData •
i I Terri are LlaerlCesi ra data . , S(°k) Vp 'ASac) ~~90 Q2 ' d 1t) b ft} ' A R n V Q 'd fk A R V ~ { ( t~ 1 f 1 n q `i'" .Latin ,
bra ect ~escrl flan ~ p 1, ~ tat flan rav l at I b n ~ and ai her a ltcab e ern pp pp p . construct ~~,aC~G l~ of sewer fine and 82t7Q if of two lane roads, with shoulders and ditches. . ~ .able ermit~. ~ . • West ~Larad'i~n„~ e
for ~acce5s within a new residential area. A raximatefy ~2.~, acres will be disturbed durin pp 9 Z, lnstap the tern Drat rave! canstructton entrant . I , • Sta p+2o to t•~25 E. 5,00.5,00 atz , p,28 p.17 10.24 0.12 E?,11 0,030. 2.49 0.29 1.0.14 0.04 0,06 . a.a1 4,012 0,17 0.44 ,rota Net
p YS canstructlon, The ro"ect is located in West 5anfrod TWp, Lee Count .North Caroiin~. aff p J Y canytruttion entrance. entrance /exit at the da5igaa~ed • R 5.00 5.40 0,12 0.28 0.17 10,24 4,42 ' 0.1 f 0,030 2,49 0,29 10,14 0,04 0.46 4,49 0,042. 0.17 0,4~ dote Net . ,
' ~ ~ ~ aff Westover give. next to Qwi's Nest- sub-division, The new residential area will have ~6 . ! I Sta 4+25 to 3+25. 1. 2,04 5.00 9.44 3,2t 202 (:4.?i 9.01.0,32 0.030 3,29 3.32 0,45 O,di 0.20 4.98 0.015 ~ 2A I 2 0,57 Single ~rberglass Ro~nng
lots far sin le family homes. 9 3, Begin grubbin and clearin aerations, 9 9 p . ' , . R 2.04 5.00: 4,98 0,41 0,26 (0.33 0.22' 0,15 0,430 1.97. 0.43 i 0,97, 0,06' 0,08 , X4,48 0,448 0.26. 0,22 Jute.Net. • ~ I I ~ ;
' - Sta 3125 to 5~• 5 5.0 " , 2 ~ 3,D0 0 190 2,53. ~ i.a8. I O,fiO . 0.72 0,27 0.030 3,56 2,57 10,44 0,32 0.98 '4.95 0.016 1,58 0,75 bauble Fiber Pass Ravin
site gescrl flan p Install erasion contra! measures as each aint aia p The site has railin to o ra h with maximum sia es of 12~. The new canStruGtion will not . 9 g paint clan the road is reached b ~Ite R 3.00 5,4p ~ 0.98 0.41 0.26 (0.31 ~ • 0,19 4,14 0,430 2,29 0.41€ 10,97 4,46 0,08 a.48 0.01p 0,26 0.32 •d ~ , 9 Y r ate Net
9 p g p Y p nubbin and ciearln crew. g 9 9 adversl affect adjacent property owners. ~ . ~ I ~ I ' 5tx 525 to 8~a20 ~ 7;6$ 4,50 0,25 0,5 0.36•• 0,29 0.97 p,t3 0.030 3.50 0.59 ' 0.20 0,08 • ~ ~ • .7 ! I 0,49 ,54 4,418 ~ o.3s • 4,96 straw Wsth Net
Y . 5, Gam fete nubbin and tlearin the road rl ht of . ~ I ~ ! ~ right of way, insure all erasion conga! eta 5x25 to 9x•25 R 7.89 4,50.0,30 0.69 0,43 0,31 O.i9 0.94 0,030 3.67 0,70 0,22 0,1 . 1
p 9 9 9 9 planned Erasion pediment Cantral . measures are Installed rlar to be innln Gut and . 1 # . 4 0, 0 4.46 0.020 0,43 #06 Straw With Net GIJt dad fill o era~fons, ~ ~ ~ i' , . ~ ~ ~ l .
p 9 S ~edlment/filter Basins -There are 34 basins tanned for the ra'ect. the ba5lns p pJ 9 ~ I Sta 9+25ta 11*00 , 1,25 5,a0 .1.14 2.53 9.58 10.71 ~ ~~9,41 0.32 0.034 2,57 2.50 0,40 4,32 0,9R 4,95 0.091:1 • . I ,513 .0,31 ~ dote Net
are rimaril located to rated floe within the culverts re~.ulred an the pro ect. Basins p Y p ~ Ee In cut and fill a eratlans. follow the maintenan 9 p t R 9,25, 5.00 0,2q 0.4ti 0,29 10.37 0.27• ~ 0,97 x4.030 i,fi6 0,46 ~ 0.17 4,06 O,Oo 4.98 4.006 , 0.29 0.13 Wavers Fa sr Ne ' P t , main'~eaance rocedure~ av~Iined nn the . p ~ ! I
are located at thew inlet side of culverts, at the ends of drama e channels leadin to . g g tans far the erostan control devices. . p Sta 11}04 to 13+50 6,00 4.50 0.58 9.33 0.84 0,4 .3 t ` I 2 0 5 0. 9 0.030 3.97 1,44 ~ a.3i. Ori9 Or94 4,30 0.022 4.84 1,16 StrawNfrthNe.
' culvert autfafls, ar at the ends of the channels near Culverts. ~ . 2.Tem Drat Gravel Canstructtan~ Entrance the entrant to the project at the ' ~ fZ 5.00 4:50 1,00 2,34 1,44 0,51. .0.82 0.23 0.030 4,52 2.35. 0,40 0 2 I } ,3 0.18 4.50 0,026 1,44 1.56 Curled Woad that I # ,
p Y 7. Gom let e cut and fill a eratlans, erform final r , p p p 9 Intersettlan aI" WeStaver ~rlve and West L,andin give. g as shown an the tans. m final radin dad ~~abillze the road bed ; ~sta 13+5o to 9a+35 ~ ~ a.7 .4 ' . • ~ 9 ~ 4 5 0 070 1,61 1.01 10,66 0,87 0,300.030 1.,89 1,64 0,32 0,20 0,14 a,9,. O,Oa7 1,49 0 W ~ t . I ,15 even i'apet Net
~ p 3. Land Gradfn far the total Ien th of the randy cut and fill a erattans wlil be ' R 0.74 5.00 1;10 ,2,53 1,58 ~ 0.78 1,22 0.35 0.030 2,1# 2,57 10,40 0.32 0.18 4.95 0.008 1,58 0,18 dote Net I . • ! I
. ~ 9 g p re~,uired. wring these a erations. the rand bed wilt be sloped in such a manner that runoff s p 8. Com fete final ull back of the ditches and roc • ~ Wimberi Waods ~ . ...r,,.,,~,r„•u,,,~,,,.,.~, i I and proceed with the vegitatian Ian. see, r eta 4+2o to 1+25 25 5.0 0 ,
p p p f will enter the drains e'channels, this will alla~r aft but the side slope runoff to be directed . • g ~esl n of Grass fwmed channels far tem star rneasi 9 p Y p t, 3. 0 ,25 0,57 0,36 0.34 0,23 0,15 0,430 2.53 0.59 O,i9 ' 0.47. 0.08 4,99 0,010 .3 I 0 S 0.39 dote-Net ar rnea~are~ r•e aired. ~ R 3,25' 5.00 4.25 ~ # y q. , ~ 4,0r 0.36 10.34 • 0.23 O.ta 0.030 2,03 0.59 10.19 0.07 0.08 4,99 4,4#4 0.36 0.39 dote Net ,
. into Sediment basins. AIf side sla es wail be 2.1 ar less and upon final radin ,will be ve etated s p 9 9 9 ' i i ~I
acGOrdin to the seedin schedule. r' ` ~ • . 9 g ~ install .culvert d Issi stars. p • Std i~25 to 3.00 t. 8.29 4:50 4.15 0.34 0.22 ~ 0,24 0.12 ' 1 I 0, 1 0.034 3.21 0.37 14.15 0.05 0.07 4.80 0.415 0.22 0.76 bauble Fiberglass Roving , . , ft 8,29 4.50.0,48 0,34 11,22 10.24 4.12 0,91 0.030 3.21 0,37 14,15 0,45. 4,07 4.80 0.095 4.22 0.78 bauble Fiber lass Navin
~ 5edilnent Fence ~ This~wil~ be utilized in alt areas were runoff can not be directed into . one of the sediment basins. • ~ ~ 9 g I I ,
. ~ gyp. After the sate has been full stabilized. remavE Y < Grass Lined Channels V and Tra ezaidal sha ed channels will be utilized as noted an p p measures. Wndf,~, a,_, 11 Road ; d, remove a(I hem Drat eroSionGantro! ~ ~ I I , l~ ~ f Sta 0+20 to 2•+Op ' 2,x4 5,00 ' 0.90 2.07 i,30 10,58 0.67 0.25 0,030 ~ 3.24 2.96 10.36 0.26 0,95 5,00 0,014 1.34' 4,57 Sin iy f:fber lass Rovin , 9 9 g
. ~ the tans, due to the to a ra h of the land, Channels are not re~,ulred an Same of the roads. p p9pY ~ I ~ ~ I
~ l~ip~l~a Channels Twa locations rec~.uire this t e of channel due tQ the flaw and . p Yp The total canstructian erlad is 1Sa da s, p Y Std 2}40 to.3+00 6,51 4,50 0.24 , 0.55 0.35 10.30 ' ~ 0.18 0,13 p,034 3.30 0.59 •0.20 0.48 0,09 4.32 0 017 0,35 0,83 #7ouble Fiber lass Ravin I 9 8 ~a5. i Y i .
Tape re~.uired. Wintertaal;en Road i i .
I~ack C eCk dam then 111 be utlllzed clan the aff rand se er line . 9 Sta 4+04to 4+00 R 3,53 5,00 i.20 2,76 1,73 .fi0 :7 ' , 7 . E 0 0 2 4 2 0.030 , 3.92 •2,82 (,0,42 0.35 0.19 4,90 0.019 1,73 •0,95 Straw Wrth Net • , ~ I I
' ~ Std 4+p0 to 4+75 R 3,53.5.00 0.10 0,23 0.14 0,24 0.12 0,1 , I 1 4,030 .2.92• 0.24 10.12 O.tl3 0,45 •5,00 4.00$ 0,14 0.27 dote Met • . ,
i I I . Std 4+75to 3+75 R 7,04 4,50 ,0,10 0.23 0.14 10,21 0,09 0.09 4.03(3 2,69• ~ 0.24 0,12 0.03. ' 0.03 5.00 4.011 4.94 0,5 ~ s R . I 2 Srngle Fibergla s among .
' I ~ I
Std 5.75 to 14.50 ft 2,54 5.44 9.65 3.79 2.38 0.72 ~ 1,04 0.32 0.030 ' 78 9 4 ~ ~ . , I 3, 3. 2 (4. 9 0.48 0,22 4.90 0,018 ..38 0.81 bauble Fiberglass Rawng . I
. ; C ~ , Sta 91.50, ro 15+25 , R 3,23 5.04 2,14 4,82 3,02 0.75 1,13 0,34 0.030 a 29 4 8 55 ~ ' 1 . 3 10. 0,61 , 0,25 .5,00 4,421 3,0., 1,91 ~ ~ Straw Witft Net : , ,
. I ~ Std 15+25 to 18+92 ft 3,80 5,04 2.80 6,43 4.43 0,81 1.31 0.3n 0.030 4,90 6,4 . 0,64. 8 p 29 ~ I 3 I 0, 2 4,92 O.O,c~ 4.03 1.52 Curled Waod r~hat
. • r r. , r r..4•~ ~ rMr. , r, • .r.r.
Std18o-92ta2i~50 ~1. 3.80~OO ~ ,..Er' :.-.r~:.. ~ . 1
' ~ ~ ~ + , . 0.25 0,57 0,36 i 0.33 • ' 0.22 .0,95 0.030 ~ . ' • ~ . 2 69 0,59 I O;t9 0.07 4.48 4.99 0.011 0,36 ~ '0.45r . ~ 3.80.5.00 •6.55 95.04 9~t3 , ~`duteNet' ~ .
. ~ I ~ ~ Ri Ra Channel I' P' P , Std 23•+50 is 22+24 ~ . L 1 ' . ~ ~ . I ~ ~ ~ ~ ;
. 0,04 4.50. 0.30 0,69 0.43 10,30 0,18 O,t3 '0. 4 ~ . as .09 x74 i 0.22 .a,t0 'O,tp~ a.46.O,a22 O,a3:. 9:37 ~R 10:00 4;54. 0,30 ~ Straw Wdh hies 0.69 0.43 14.30. 0,98 0,13 4.03,- 4.09 ° 0.74, 0
A l 4,+CC~C7 Ibs dalamltiC Umestane er acre . , pp Y p . . , I ,22 0,10 0,10 4.46 4.022 :0.43 1.37 Straw With Net • i I . ' . ~Sta 22+20 to 24~00~ L 10.0 I
. A ! ~.,2QQ !bs ~0--20-~~q fertilizer er atre far toss seedin s, ar ~ ~ cuLV~R~rfl~51GN . pp Y p 9 t Culver; ~ location A{ac> C ~ 'Q(cfs Do» culvert Size 5 °k . ~ 0 4.50 0,10' 0.23 0.14 J 0.24 ~ 0.08 0,09 0.03 3.12 0.25 j ,0.93 0,43 , O;OS 4,26 0.018 , 0.14 0.8i D DISSi~ATaR Dl;SiCN ~ . ~ R90.00 4.54 ~ 0.25 D,57 0,36. sable Fiberglass Raving , . , I fl.28 ~ 0,16 0.13 0.03 3.90 0,61 ~ 0.20 0.4$ 0,09 d,50 0 , •
A ( 1,2C~C7 ibs 5~1D~-1U fertilizer er acre fAr rass~ie ume mixtures i t j ai ~ v~ coat' pp Y p g 9 . . . I ,021. 0,36 1.25 Straw Wi#l~ Net Vf (3tgt` d/l3 d(in} V1Vf V f I.a(R , . I . . } St 24+ Y i . ~ a OD to 28 70 (..6,97 4.50 •0.65: , 3,49 .4.94 0.43' 0,37 I
and (e ume seedin s. : ~ 9~ West Landin D ' . ~ . 9 9 9 ~Ve, 0.60 4.40 1.a$ i5 in itCP i,0 0 ~ 5.87 5.88 0.23 • ~ - 1 0,19 0,03 4,09 1,59' 0.33 4,22.Or95 I 4.30 0.024 0,94 1,27 ~ S#rawi~ilh Net. e7 5.58 0.23 0,32 4 ~ t ' . R 6,17 4,50 0.32 D,7 .30 tl,83 4.7i 4.40 5,44 , ~ 3 046 j 0,33 .0,22 0,15 0,03 3.42 4,75 , i
. Llme and fertilizers are t a be disked into the soli surf ace to a minimum spa Q+2a ~nlraace , 2 West landing prne 2,50 a.4a 6.60 10.23 0.11 0,10 4,35 0,019 0,46 ~ 4.89. • St~arv . . , With Net ~ ~ ~ I o ~ 5ta 2875 to 3128 h 0.86 5,fl0 ~ I
depth of ~ inches. 15 ~ RCP i.Op . 6.97 5.68 0,95 Sta 3+25 ! 3 7 5.68 0,..5 0,~.. • ii,a4 1,14 6.48 4,00 5,04 ~ 0.2a 3,57. 0,36 i 0.44 0.39 0,24 0,03' # ' , , . ,55 0,64 i 0.19 0.07. , 0.06.4,99 0,405 0,36 4,t0 Wave f>a r . f~ 4,8s 5,40 4.25 . cJ,57 0.36 I o,a4 a.39 4,2 • ri ~e Net 0 0,03 1.55 0,60 10,19 4.47 OAf3 :4,98 0,00
West landutg Ornre ~ 2.1a 0,4Q , ~ 5.54 i5 in ~CP~ 1.4 Q 6,97 5,68- o.oa The fallowin are seedin :rates of rays and rays-~le ume mixtures far sta 9+25 ~ . 5 0,36 0,#0 , Wavers f>a er Net . i7 5,68 ~ 0.80 0.66 9,80 .t i . . . ~ p 9 0 6.25 ~ 4.40 5,00 ; ~ I , , , . ~ tNeNston Piace~ i + i
9 9 9 9 g ; . 4' West Landing prive i,sa 0.40 4.22 15in RCF ~ iAa different Mmes of the ear. 6.97 5.68 a.61 nv 4i,an~'i..r s;~ 4i~tiJ I I 7 5.68 0.59 0.55 8,25' ~ 1,44 5.91 •4.00 5.00 ' " q , • . :
~ - Staid+35 ~ tat ~ W ~erfaCken Rd' ~ , Cate Winter Earl 5 tin ~ 5, 'N+nrtbe Woods Dries Y p 9 i.2a o.aa a.17 15 in RCP . i,Qa 6.87 5.08 .0.45 • I W aiif€ Court' I I L1.J
Grass Sts 0+2a ~ int West landing Dr ~ ~ . 6 Wurdfall Road ~ 7 5.08 .4.45 0,47 7,05 9 ~ I ~ ~ ~ , 0. 9 5.62 8,40 ` 5.00 ~ , . . No Channel fie it ~ ~ ~ ~ ~ . , qu ed I C\Z
Tali fescue 8D ibs er acre 2 8a 0,44 7.39 . 18 en RCP i.aq 11.3d s.42 a.65 ~ Sta 2+00' ~ • ~ ~ I 4 6.42 0.65 0,59 10.62 1.06 $,80 6,00 9.04 • ~ i ~ • . r Westcrag Circle ~ ~ I .
Ryegrain G«C Ibs per acre 7 Wu~tertocken Raad ~ . 7 .2a 0.44 is,ai 24 in RCP '1,00 24.45 7.7$ 0.78 • Sta 4+24 0 9+50 I 5 7,78 0.78 0.65, 15.80 9.93 8.56 ~ 5.00 12.00. ~ t 2.37 0.00 O.i4 11,32 ~ 0,20 (0.29. 4,17 ~ 0:13 0 • 0.03 9 •„5 0,33 10,95 0.05 0,07 ~ 4.48 0.008 ~ 0,20 .
Grass--Le ume Mixture: Sta 5+75 ~ . 9 $ Wnteriocisen Road 31.50 a.4a 15,60 d2 in ~ ' . ~ ~ r 0.22 Jute Net ~ . •Sta 9+54 to 3*40 ~ t, tp,25 4. ` i
. Ta91 rescue 5d fbs per acre .RCP a.4a 77,a4 8,ai 0.88 Spa 2~.r4a . mote: Length of oasirt ~ 3000',Rise in $asin ~ au: tt • ' ~ ' i~ e rain Ibs er acre , is 9rrt,n,i o,G y g p ; s ~ntedacken Road 775,Qa Q.3a. ssa.za , ~ idd 4 8,0 0 ~ 50 0.27 ti. ~ ~ ~ ~ ~ . ' ; { ,8S 0.76 ~t,92 1.15 9.23 .$.00 2$,00'; ; 62 0,39 i 0.26 0.16 0,93 4,03 39a 0,62 4.21 ~p.p9 I .0,49 4.41 ~ 0.422 4.39 ~ 9,34. Si ~t . ~ : ~ c I rat W~h Net
in RCP a.10 824,62 $.is a.s3 Serecia l.es edeza Cscarifled~ Gip Ibs er acre ; Sta 28+75 rdote; Len ~ ot5asiri ~ 8040' Rica in ~ ~ p p 9t. i3as~n t6a,'Fc~»3a msn, i 3.7 Westfeld Cauri I 2 8.18 0.93 0.76.1 9. i ~ • ' . . 444 1.14 9,32 14,00 120.40 s ~ I
~ is West~eid Court '4.80 a,da 12,94 24 . Sari 5prln u~ RCP 1.40 2a.4$ 7.78 0,53 Y ~ .Sts a+20 ~ In r R 4.02 0,40 3,50.~ F,,04 5,44 ( ~ . Rlp~fZap Channel , , 5 7.78 0,53 4,32 12,48 1,02 .7,94 S,QO 12,40 ~ ~ l ,
t WinteriockGn Rd Grass= ' . # 1 Windmere Drive 2.80 , 0.40 7,39 18 in RCP. 1.00 i i,3d ~ 6,42 0.65 Sid 3*25 Ca 5+0 I ' 0 R 0.50 5,00 3.,,0 ?',4S 4,6 a ' ~ 8 14,86 2,00 3.,.0 0.55 4.03 2,34 ' 7,54 4,35 ' 4,Q o7 . , ~ ! ~5 0,.. 4,95 0,009 ass 4.19 i tNavert Raper Net
Sts 2+50 Taff fescue ~4n Ibs er acre p , 3 6,4., p.65 0.59 10.62 1,06 6.E0 6,00. 9.00 ~ ~ ~ ~ ~ . . Sta 5+OII to. t 0+3II R ~ I • i ~ 4,44 5,00 2.10 ' 4,82 3,02 a ; . i 4,7, 1.01 •0.32 0.43 a,$5 4.,,9 0.05 0.61 0.25 5.00 0,0 5
~ e rain 50 Ibs er acre , . . , , . . . Yg p .r i . 2 3A2 1,52 Curled Waad Mat Windmere thrive - I ~ . .
> ~ ~ ~ ,..Grass...-, Legume Mixture . ~.._...r,,,.r,.~...~. I , . • • Std 420 to 1+•25 3.2~ ' I • 5.40 0,12 4,28 0.17 i ' 4,26. 4,14 0.92 0.03 ' 2.t2 4.29 p f ' R. ~3. 5 „ . ( . a. 0.(34 0.06 4.41 0.010 0,37 0,28' ,lute Net
ensacola ~ahiagr•as5 SC~~ Ibs per acr"~ ; ~ 2 , 5.4D . 0.12 ~ 0,2$,~ 0.37 i 0,20. 0.14 :0.12 0.03 2' . ~ ~ ,12 . 0,29~i; ~.14~ 0.04. Q.46: ,49 0.014 0,17 4 ; ~ ~ . , , ,28 lute Net
rt t d 30 Ibs r ~ re ~ ~ ~ ~ ~ ~ . ~ . , . . ~ ~ ~ 5eretla Cespedeza Csca I: e ~ pe aC Std 1+..5 to 2.54 . 6,p4 4.00 p.2p . i • . „ , r , 0.46 0,29 • i p,2S 0.16 0.13 0.03 3,02 0.47 0,15 0r06 0 0 .
Common Bermuda toss ~0 Ibs per acre . . g . ~ f# 6,p0 a.5 - 0 1 , B 4.44 p,010 0,29 0,67 Doubte Fiber lass Ravin • 0 0.20 0,46 0,2., } ,0.2$ 4.15 0,13 4,03. 3,02 ~ ~ ' 0.47 1.0.98 0.08 0.0$ 4.44 O.D95.4,29 0,67 f?sable Fiber )ass Rovin . ca LLJ
. ~ - ~ German MIliet ~C~ Ibs er 'acre p Late ~ tin . , I s g , I .
. p 9 Grass= • ~ Spa 2.50 to a+10 I l 5,04 5A4.4,30 0.,69 0,43 10.34 . x,23 0.15 ' _ 0.03 3,44 0,73 ~l 0,21 0,09 0,49 4,90 O.fl14 0,43 0.6 • . 6 rouble Fiberglass Raving .
r Fail .fescue X00 ibs per acre • , r~ ~ I • ~ Std 4•~1 to 8~•(a ~ . ~ . . . 0 0 ~ 0,70 5.80 9.10 ....6a 1.66 0.78 r • ? ~ ' ~ . I ,25 0,3a 0,03. ,,,34 2.57 0.49 0.34 •
R e rain 5b Ibs er aGf e Y9 p , , { 0,18 4,93 0.008 i,86 0.19 .dote Nat . . eta 8+40 to 4+5II I 1 t• 2,36 5.44 3.35 7,..69, 4,82 4,95 181.
Grass Ce ume Fixture 9 . I 4,4z p,a3, 4,3a 7,76 O,7o~ 0,98 0,3t 4:92 • i 4.02) 4,82 1,03. 5trawWrthNet
' Tall fescue Sa tbs er acre ~ ~ ~ ~ ~ ~ ~ ' p C
. Pen~aGaia ~bahia rays 5~ Ibs er acre ~ ~ ~ ~ . g p. ' • ~ ~Chanrre! DimensianslDesian Data i
aerec~a loves edeza CscarlfiedJ 3(~ Ibs er acre p p Station Road R' Ra Design Sy:
Kobe Lespede~.a Ibs per acre S(°kj A(acj R10 -Z;1 d(ftj b(ft). d5a dmaz de t~~ n' T5a ~ qn + F 50 ~ n dlb tt T q d(} , 1`
hummer ~ . Wir~edacken Raad . r.,.,,.. Drown 2v: t^ [ t"'
u~ Q~~' Sta 18+82 tc~ 2954 . R 3,84 6,55 15 4~ 3 04 " 9.04 2,00 6.04 9 40 93.50 4.454 254 4,89 250 0 81 O.aa . i .00 2 3$ c~3 t t t ,t.1 v t ! I ,t..~ cY,~1 lr ~ i t,~ . 1,,,,r
Tali ~'e~cue ~0 ,Ibs er acre . We$#f~e1d Courk , • Check By.,
Brawnta Miilet 35 Ib5 er acre P +~25. Sta 0 20 to 1 R 4,52 3.54 8,44 3.44 1.44 2,00 8.00 8,40, 93.50 0.454 2.50 4.43 2.5o n.43 a.4a o,60 2.28 • ,
5ar vm~-5vdan ~iybrid~ 35 Ibs per acre - ~ . 9 ' Nate= Brown~© P'iliiet and far vm~~vdan H bride mv~t ~ • . . . Basin f)usigtt data ' ~ Or~titta a t3fstu bed • Story e ~ ~ t g fJepth ' Widtf? Len tfJ Weir .C Date: 12 DEG q4
p ~ y be ke ~ at 1~~~2 inches to allow ~'ar e5tabli5h~- p ' f3asiti # LaacatiaJtl ~ ~ anst. , St att0n Area {ac} • Area. (act . (cf~ (tt} . {R~ f R) . , ` ~ 6 7' e t) .
mend oi"' tote Tail Fescue. West L~ndi z ~ , , • , ._.~.17rroe ~ . Dwg No.REX\ EXRf)"
Late Summer , t~ ~ ~ ~ Sta 0~•2C} ~ . t. 0.#2• a.12 25G.04 ' . 3.pa G.pO 12,aa 4,04 81
Gras= ,..._....~,.~.,.._,.....,~......__....w.....•~.,._~.,.~,~.,.~.,.._.~,........."_.~.. • 2 ~ 0.12 0.12 216.00 3.Oa 00' • G} 12.p0 4.p0 01 sty 2~2,~ t. 1.4a . a.i4 z52;aa 3.40 • ~s.46. 12.ss a.t3 ,lab No.
Tali ~"escve Std ib~ er acre p ' ~ ~ ~ 4 tai : . ~ Sta.3 5~ f7 , Z $ 9l~R 2 3.00 • .~ae~~~t 1~e~~•Oa !31 i ~ ~ ~ S 5ta 3•~35~ t. i,i0 0.14 5 t
~ e rain lba er acre y9 P 2 2.{30 3.413. 6.46 12,,to 4.20 $1 . ~ . Scala: A& Shown
C~ ~ _ M' ra ~ ~e vme ixtvre 9 Tali FeSCVe ~•4 ib5 er acre . . to 8 15 ~ 0.30 0.26 504,00 3.Oa 8.17 18,33 4. ? 04 ~t3i , 8 Sty 8.35 L . 1.i0 • ~ 0,19 342.ap 3.00 .7.55
r Crownwetch 25 ib5 er acre I . 15,5 3 4,20 01 , 9 Ft 0,20 0.18 , , 34 ,00 2 3.00, 7,55 15.14 ~t.p4 B1
Fari Fail ~ earl Winter ~ . y y • 50 Sta.14~2ti L 0.70 0.23 ~ 414,00 ~ , , 3.04 i G,4 E a.00 131, , .
, . ~ i1 ~ i.1a a23 • 414,00 3.44 6.31 16,61 4,24 ,Bi . Wi~nber~t+tfaads ~i~e , • ' ' . ,
. ~ . ~ ~ ~ . . ~ Basin ign C)ata Fall I~ e~cue 14a fb5 per acre flra~nage q~s ed to a Depth i~th .Length 'Wei to ~ i 2 Sty ~+35 t, ~ • 0.25 4.21 37$.00 • 3.Q0 7.94 15.137 .4.00 tai .ngth • ..Weir ~ ' Canst. ~ ~ ~ 1 , 3 ft 0,25 ~ a,21 ~ 378,p4 3.00 7.84 . Sheet I
Ryegrain 45 ib~ per acre Basin # . Locat~onlStation Area ac Are ac ~ tt ft 15.87 4,00. BS . (ft} (6) Yype , WinisCaEl ftn~ad • . ~ .
Gra55 . legume ~iix~ure 14 Sta i 80 1. 0.90 0.)2 , 2111.40 ~ 3.fl0 ~ 8.00 12,(tf3 ,4,00 , f)) .15• Sty 2•E•10 .1. 0.24 ~ 0.07' 1
f ~ star an Qrne ~ . . Tai Fescue S4 ib~ per acre 9 &.55 4.21 8,44 . 4 7.94 9567 26.40 3.00 ,4.58 9. i 7 ~ 4.00 ; Bi . 15,87 B2 ~ • Wnte_rloctcen ttoad .
pep~acaia Bahia rass 50 lb~ er acre ~ ' 9 p t ~ ~'ot alums Cata 16 • S -0~ r ~ ~ , • to 00 ~ . E. 1,24 a.5a 9t10,p4 3.00 12,$5 25,49 4.4 to t 0 Bi • 1 Ga Sta 420 CZ 0.10 .0.05 108.00
5erecia Le~pedeza CSCariFied) ib5 ~jer acre ~ vaEame e t Y . ~ Width i.eng 3.40 4,24 , 6,49 4.00 B# Jidth length 'Depth * ~ s'. i7 Sty S+GS ~ 0,10 ,46 ' . . 4 108.40 3.p0 4.24 8.49 4.40. Bi • 014
I~ b ~.e~pedeza 1Q .fb~ per acre . • (6} (tt} r:reebaard i 8 5ta 5.65 fi 1.65 ~ 0.38 ~ .664.00 . 0 z" . • 3 p 1a,G8 21."~ 5.30 Bi ' . ~ 19 5ta i$~G5 . • R • 2.84 . O.ai 91$,00 .00 7 • ,
11794.44 2853.98 4,93 37, " 7 Ater ~eedin the area i~ i5 to be railed ar cvitE acked to injure that th 9 p 3 12,3 24:74 7.fi0 Si ' 37, " 75,54 5.1 r 3 ~ 20 Sta 2214 t. ff,2~• 1).21 376.00 ~ 3.00 794 5. 7 . , 1 II , a.sa . ,
geed i5 reseed rota contact with the soil surface, Aii Seeded are~~ are to ~ ~ ~ . p . Spfllvray Cats , ~c' ~ 22~• Sty 22.30 C» .0,50 . . O.i2 254,40 3.Oa. t3.0a 12.a0 4.ao Bi Of 15
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Sanford
3 lo~gvfew dr
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West Sanford TWP, Lee County,. North Carolina o~~,<
~ Site
Roads, Water, Sewer, -I- Erosion Control
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s
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350
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R/W R/W
3 ~ s LI e 'M' ko C-0
erica! street Section
3
line NO'S
0) 0)
od-
Ine '
e LI LLJ
~ ~ legend index of drawings
\ \ \cf\ ~ ~ LNe 'A' P~ I 390
`b \ \ Pp 3~o G~" Water Line G1 Gover Sheep, cite Plan in
wv G2 West Landing Drive
\ 3`
' DQ Gate Valve ~3 West Landing Drive. o~~~ C!g
~ ~,,,~~.~n~ Wimbl~v W~n~~ 1~rivP_
~'Y~ y u ~ Windf ail 1~oad
I~ 400
i.in e~ se .A. ~O° ',S~~ Sewer M~# G4 Winteriocken Goad
W 12 Dec q4
~5 Winterlocken f~oad "SEX\ EXRI)G1
y s ' 8" Sewer Line GCo Winterlocken Drive.
a cos W,
~ 410 exist. fewer Line Wef{ston Place
so
3 G7 Wyclif f Gourt.
400. 4 O 420 Culvert ~ Westcott Circle
G8 WeStf field Court
Di~sipator Gq Windmere Drive
41 G~.O Sewer ~1 Sediment Basin G11 Sewer
420
~ Gh~annel flow G12 Sewer
G13 Sewer 15
~ mock Dam G14 ~~-o5ion Gontr-ol 1~etails
G15 ~ro5ion Control l~etail5 C.
bite ~'l~n
Filter .Berm
' Scale= 1" = 300'
-Sediment Fence ~ GA oar
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l GpNS 1) PUW WORK FOR LOW FLOW CONDITION AND OR LOW CHANCE OF RAIN. 1 t 1 'y~, Epj(~GE 2) INSTALL. A COFFERUFVA TO RETAIN FLOW lF NEEDED.
w ~ a ~ ~r N y ~ ` ~ 3) INSTALL TEMPORARY PIPE FROM COFFERDAM TO EXIST STORM DRAIN PIPE OR PUMP AROUND PIPE IF NEEDED.. NEEDED.. p
1 f/w ~ ~ ~ 4 M ~ ~ 4) LEAVE EXISTING SILT FENCE OVER END Of PIPE. ~ ~ - x~. ' S) IN WINDFALL ROAD REMOVE INACTIVE SEWER LINE THAT IS ABOVE STORM DRAIN PIPE.
: ~~'C 8) REMOVE WATER MAIN. a
fit, • ' 10 q . ~ p~ \ 7) EXCAVATE SOILS AROUND PIPE. se+ 8) REMOVE STORM DRAIN PIPE. ri
~ ~ o r q .,r ua ~ . so a ~o ~o izo spa yip -._~..---"'~~f ~ 9~OMPLETE EXCAVATION MATCHING EXISTINCa CHANNEL. CREATE AT 5' MIN FROM TOP OF BANK 4:1 SLOPES MAXIMUM 10) SEED INCLUDING TEMPORARY LINERS AND MULCH. 'ES MAXIMUM AT 6 FROM TOP OF BANK.
C~ '"`-f - \ 11) COMPLETE SILT FENCE ALONG CHANNEL WHERE PIPE IS REMOVED.
~ J ~ ~ 12) INSTALL TEMPORARY CHECK DAMS AT 50' OC. ON CREEK. FIRST DAM TO BE AT THE BEGINNING OF DISTURBANCE OF Q TURBANCE OF CREEK.
'Q' j n ~ IN FEET ~ ~ ( ) kwnd ~ fl ~ ao~l \ o EX, MpNHO~E ~ 13) INSTALL DIP SEWERLINE (WINDFALL RD.) WITH PIERS AS SHOWN IN PLANS. V) U)
~ ~ 1 inch = 60 it. 3 rr O r-: ,RIM= 429A 413 96 14) SEED AND MULCH ANY DISTURBED AREAS. INV ~~T = ~ 15) REMOVE TEMPORARY PIPE AND COFFERDAM. SEED AND MULCH N I
~ t k ~ ~ 3 6 g 16) REMOVE CHECK DAMS WHEN CHANNEL IS STABILIZED. CG
v~ ~ FILTER BAS1N DETAILS WEIR
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RELATED DOCUMENTS ARE M M INSTRUMENTS OF SERVICE AND ViEf"N'r B,.,GHT ASSC I E 3'31.'05 SOIL EROSION & SEWER
i -l AS SUCH, ARE THE PROPERTY SEAL 4/2&05 APRON SIZE
'NEST LANDING DEVELOPMENT IV W E log' T LAk D I P H A E I V p N NU OF KEN W. BRIGHT ASSOCIATES CONSULTING ENGINEEI Mr. PEX BRO ~~i`V ENGINEERS
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I\1 0 USED ALTERED OR -n WINDFALL ROAD CONSTRUCTION PLANS & a SANFORD, NC 27331 .~i..- SA ,dFaRD, `C 2733f REPRODUCED "A IT-H01JT ND 27331 ~ `°'•.,e~e 6213;,06 STORM DRAIN OUT, ADD C UL DE Srx.CS4
PHONE: 919 r -,76-3444 F.-V: (91 ~ (9 - F.,X: [phone] LmmQpte
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INSTRUMENTS OF SERVICE AND KEN 151\-LGH 6SOCIATES ~~s31f ~ ~ 1f ~5 SOIL EROSION & SEWER
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~ ~ ! C~' L~XTfND B!"Y(?Np THE RAW TC~ MAI,NTAtN THE BA('K P f?R Ft N t r ~ r ~ -»•-~---~~o~---~--- ---,o~--.-----~- ~ .(_C~ L" LL ..E..IIO . WI.>"/N .MF PT'p L~RTr THE CR~,~~ SL`C.~IpN HAS PR1pRITY pGFR CC~N..~rRt~~'fl~nt IN AREAS pF WETLANDS L,aR f?THER PROTECTED AREAS. i~~tERE A DITCH IS CALLED T~> BE EXTL~DED TO DAY LIGHT >1~E T'pNTRAL: r~~R WILL 51..0/'F ~rIF :r~lL?Eu~ ~F(' T/C,l~? ll T i w N i
~ . 5~ (z ~r P 6' 20' ~ MAXIMC!M pF 1 pR AS NC?T~"D c?TNERt~SE C?N THE PLANS, E i.~T- ?I?T * ; 7O A (jj cn i Z (1) Z I
w / ~ G A o to _ 1N i°~ ~4~ G SECtiC?NS, 1">~?E ~°oNlMl.!M ASI'HA T OP RA! 1Nr" ~ " I1 ~ t t. r L SL . E D N , A__,CR~S,~ TJ•IF P TERSECTICN WIC.. Bf_ 1 FRnM GLITTER Try GCt T ~'R r SSE ' r, r~>kI~ RF. ~ ~f C" r sa'1~o' 71C?N. W i (D i
~~p ~ ~ t(,.EARINtx. CLEAR S FT ,~FY(JNL) P.AYLIGHT (t^uT l,?~' FILL) QR rp R W WHrCHEUL`R lS GREATER, (f'! < i 1
'~j~" RIM= 3g],dA ~ :n cn ! j t"~
f. X. ANN 7NV. tN= '~RR.RF, R1W 'QQ ~ ptNG WHERE ~~~..A~~.(1,~~1IQ1~ ..l~t,~ WHEN LNwLITABIE MATERAL.. ARE FOUND THE CONTRACTOR WILL N ltfY TH N,IN /N /ToN: r,~ 7 WHERE F{N{SH ROAD IS 15 ABOVE O E E C EER W~' C, . t N 1 TING' CON TPA C' [Off TO W ? co v I
1 Nj ~671~C`ENT GROU'' ~ ~ '~,5~ PEE b ~ 'e ~ ~ R~~, a o~ ~~lr<3 ~X FROM ROAD NO L ~CENTGROUNDTHATSI.OPE5AWAY RFMpVF IJN,SUITABI_E MAT7`~'lAL r0 1,"" M1N, AND USE. 1N fMf~ANKMENT CONST~'f1CTIpN.. Ftt_L MATERIAL WPLI. BE FRF.F pF ROQTS DEL~RIS RpCk',f~" t.A~'c"FF' rh IM ROAD NO DITCH fS REQUIRED. ICE. FILL MA TT~"R/AL Tp BE 1~LACED 1N G" Tc'~ ,9" LIFTS AND COMPACTED Tp ~A45~' STANDAR© PROCTOR M/N/MUM OR AS pIHERiMSE NOT , I. AP( F THAN ANA`? r%i tF u5
A ED
~ ~ e~ fi) MINIMUM ~C76~E"R_AND ~~„t~`ARANCE: A MINIMUM COVER OF 36" IS REQUIRED ON ALL PUBLIC PVC PtPE: A 1~" CLEARAN f_ W/TH ANY T R N i C 5 O M DRAT S ALSO AfN lS ALSO REOUIRED.
? ~ YE4~ g ~a USE DIP IF THESE REOUIRE~4ENTS GANNDr BE MET SEW~"R OVER 12' DEEP SHALL EE DIP
~ a-x° , E ,ON>TS'AGTOR /S Rf_;SPpNSiBLE FOR LOCATING ALL UTILI TJES iN THE PROJECT AREA. A T A MINIMUM THE CONTRACTOR SHAT. l CONT, SHAI.! CONTACT 7"M1--'ER U N I TIES PURL IC OR r'
~sx APRON NORTH CARt,'~LINA ON A E C LL GENIER (NGOCC) A T 1-80p-6,3~-949 FOR (lIIL/TY LOGA T/ON PR/pR TO CONSTRUCTION. /At ADDITION, SHOULD OTHER UTTLIT/ES PRIVATE BE OBSERVED 1N ?~,'E AREA THE CONTRACTOR WILL Cf1NTA("T 1'HE APPROPRIATE UTtUTY' COMPANY" r,?R pWNER Ft?R Lt?d.~Al7t?N. i~'E "~`1NTh'A"Tt;)~' t-
W cuss ~ RIP r p $ Q+' W IMV ~az.o r ` c5' ~ ~ A r ~9 t, t, S THE INSPECTOR OR ENGINEER QF ANY CONFLICTS PRIOR Tp Cc~NSTRUCTION. TRACTOR SHALL NO77FY Z +L= W T14 ; `RUCTILE /fil('?N
~ ~ ~ ~ ~n ~ ~x.w.~ WAT~P~~If7~'ATISN ; INSTALL l,c'' BARE' COPPER LOCATpR WIRE QR LOCATOR TAPE IN ALL Pl~C PIPES TRENCH " . ~ arh: a12.oa r E5 F IFIV, iN* a66.6D A} WATER 4 AND LARGEr' SHALL BE JOHN MANVILLE BLUE BRUTE" OR APPROVED EQUAL CLASS 15C M/N. CONFpRM1NG TQ AWWA 9 -7 WTN I f
~ ~ C~ 00 5 DC G Tll. t7 FITTINGS. Y~
~ t1? Pgpp~ + EX. MAMipt,E t ~ tf ~ I ; "P B) DL GTILE IRON PIPE` (DIP, SHALL BE CLASS 5p.
a ~ `y Uh a ~#15 RIM: X00,35 ~ t~ 1° CI Q} ,~tA INV. OUT= ' .0.50 h~ ~ ~ C) SEE SHEET W&S1 FOR WATER GQNNEGT1pNS. ~ ~ c~ Y~
i , ~~5 ~ ~ ~ tJ' 1 ~ ~ e~ ~ r~~, ~ ~ 9) S~WFR ~P, lFt~_TiQN.,~; SEWER PIPE SHALL BE.-
V' . ~ ~ Q Q ~ ti o-
¢ ~'p a Z ~G R~ o ~ ~ ~ / A) PVC' PIPE. SEWER PVG PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM SP C1FI A TI N - ~ r - 1 O 4 E C O D w t FSR T YP,_ i'SM PpL Y VIN YL CHL ORiDE i ~"C't At r u~' PIPE AND FITTINGS, ALT.. I'V'" MAINS HALL BE SDR l pR 2t? WALL THICKNESS PIPE "C7E (PVC,) ANC' SEWER -
/ ~ ~ ~Gj ~ g 9 ab, r ~ ~ ~ 9° 1~ ~ -.fi
,r' ~ / s a ~ ~ ~ r ~ r v l~ ~ ~ r ~ , / ~ SEWER DUCTILE i ON PIPE (DIP) ,HALL BE CLASS 50 UNLESS NOTED OTHERWISE TAPS Tp BE SCHEDULE 4p. ~ ~ CC'"')
~GJ ZJ R . p ' D) SEE SHEET W~CSI FOR SEWER CONNECTIONS. I.C? 1 Y!
tom.
~ 3~r~ Q ~ , 10) WORK P A PR `R AN AF TY.• THE ENGINEER SHALL HA N C NTR R ~ 'r' S D~' ~ VE p p OL pVER NO RESPON,~IBIUTY FOR THE CONTRAt,TpR,, MEANS, ME77`It"ID; t9 , TE`CHNIQUES OR PROCEDURES IN PERFORMING THE WORK, SJTE SAFETY OR SAFETY PROGRAMS /N CONNECTIpN WITH THE WORK THESE ARE SOLELY TN,E RES V1 ~ ~ m VS, ME '7 0400 'SEOUL NC'E,
~ PROP MN # 7 ,y~ Q Avp.,,~, 85 ~ ~ ~ F TH 0 F CONTX?AGTOI~ WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALI HEALTH AND SAFETY PRECAUTIONS AS RFpfIIRFDRY RFGI/LATnRY A.r>FNr^IFS Wl Y THE RESPONSIRIL I TIES W 0 •.W0r-~° na ! GF_ Nr^IF;S, d~ir/-lFN NFF!?FF(;>. w < ~
~ ~y~ TRENCH SHORING OR BRACING Wrtl_L BE DESIGN Y A PR F I : ~ ED B O ESS ONAL ENGINEER. , ta,~ rd',~ z co Via[ > }
t.~ ''4y i ~'c s,rg,~~ 11) DRIVEWAY AND ROAD Gt?QSSINGS: THE CONTRACTOR SHALL SAWCUT ALL ASPHALT AND GpNCRETE' CROSSING REPLACEMENT MATERIALS ARE TQ MATCH . M MATCH. REPLACEMENT z w 0 L
~ ~k A'•'o 1~ ~~'~`~vr THICKNESS ARFFXI,STING PTN t Rry '~A ~ DE _ 1. GABC BASE MATERIAL SHALL BE INCLUDED IN THE COST OF THE ASPHAL T CONCRETE; 3~ rN ~
1 ti Ur•' ; 1,~ GRA IN AN SE IN : TN NTRA T R HA 2Nd M
R 4 ~aaP #.~Y.r ~ V r~ ) . ,~__.C.____._.Q EGO G 0 S LL BE RESPONSIBLE FOR CLEANUP AND SEEDING AS PER THE AF?PROVED PLAN. THE CONTRACTOR SHAD ~ LABpR,EQUIPMENT, LIME, FE4TILIZER AND SEED NECESSARY TO COMPLETE IN ACCORDAN WITH TH CE E SEEDBED PREPARATION AND SEEDING SCHEDULE IN SHr IC TOR SHALE FURNISH ALL DULE IN SHEET SE. ALL -J Lo LL (
PROPMH r ' f ROpTS STQNE AND DEBRIS" HA R M S LL BE E OVED AND pVE'RALL SHAPING OF THE AERA TO LEVEL OUT HIGH AND LOW SPOTS SHALL BE DONf_ BY THE CpNT~ ' THE CONTRACTOR. 7tiI
Xi ~ r ' CONT~'ACTOR SHALL MAINTAIN THE' GRA„SED AREA FOR A PERIOD OF THREE (43,} MONTHS AFTER THE GRASS GROWTH APPEARS AND SHALL RE--SEED BARE . cP~„ REPAIR ANY AND ALL ERdC'ED AREAS DURING THIS TIME: REPAIRED AREAS SHALL BE MAINTAINED UNTIL GRASS IS ESTABLISHED. SEED BA PE SPOTS AND z 0 (n
PROP ' ' +°r, 'C° Q ~ a 13+86.94 IMNDFA ~ ~o . , rn E ttJ
~ S iA 9+AA lt. ~ S~ ~ .87 WII,LEV ~Zp~ h1 ~ . st ..r. y 'r'~ 1,3 I EROSION CONTROL: ALL PROVISIONS pF '"RULES AND REGULA PIONS FpR ERASION CpNTR N T ) pC A D SEDIMENT CONTROL OF THE STATE pF NOR H t,Al ~ ~ ~ DEPARTMENT OF NATURAL 17ESOURCE5 AND COMMUNITY" DEVE OPM NT HA ~ P rr : L E 5 LL BE t,OM LIED WITH WHEN APPLIt,ABLE. THE CONTRACTOR SHALL c.:ON5IRUCT I NOR TI-l CARO INA CL
R 1~1 'SO'' ~ ~ : ~ EROSION GpNTROL MEASURES GONSISJING OF BERMS, SIL T FENCES, SWALES, AND BASINS AS NECESSARY Tp CONTROL EROSION. PHASING OF THE CLE;ARINC ONSTPUCT TF_MPORAPY z 4E Cl_LARING AND GRACING L~ Q
- OR TRENCHING pPERATI(JN ;SHALL BE CLOSELY CpQRDINAI'E'D WITH THESE TEMPORARY GONTIi'pL MEASURES, IMMEDIATELY FO QNnNG N TR Tt N F FINA ~ ~ ~ LL Cp S UC O p ~ ~ : ~ 3~ FILLS, BACK FILLS AND GRAIDING, THE CONTRACTOR SHALL BEGIN PERMANENT TYPE EROSION NTR A R ION OF FINAL SL OFFS,
° 8 CO OL ME SU ES THESE MEASURES PRIMAR/L Y" t,ON,~IST pF s ~ FERTILIZING AND MULCHING. UPON SATISFACTpRY STABILIZATION pF ALL AREAS THE CONTRACTOR SHA I RFM T P ~ L _ _ OVE HE TEM ORARY ERpS1pN CONTROL MEA.. CONSIST OF SEEDING, iNTROL MEA.SURFS.
y ~ ~ ~ - ~ 9 + ~f
.A, a ^++4 . I 4) h'EPLACEM~N1'-, THE CONTRACTOR SHALL REPLACE CUL VE`RTS; LANDSCAPING INCLUDING SHRUBS DAMAGED DURING GpNSTRUCTIpN s.
3 ~ \ ~ ~j + r G%~ RqP MH 15) ~IGNR.~~ N~1RAF~'I~c,~ NTI?O~: THE CONTRACTOR SHALL PROVIDE SIGNAGE AND TRAFFIC CON1170L FOR PROJECT AS NEEDED. 4i
t~ ~ tHVCNJTmIgA,~I 44/y , ~ ? e ~ 6~ W
~ 4 F ' ~.J ~a t.~t~ ~ ~ ' 16~ EXISTING WA TER MAINS ~ SHOWN QN THE' PLANS ARE APPROX/MA TE BASED pN MAPS Ft1RN/SHEO B Y TH AWN R AN F/ tN "Tt A I7 N . I E E D ELD VE,a G p S d,• , GONIRACTOR WILL SHIFT ThtE WATERLINE INSTALLATION TO AVOID EXISI:rNG UTILIT/ES OR PRQPpSED INFRASIR1JC11JRf THE CONTRACTOR W/LL BE PAID FOR 'GA 770NS. THE ~ ~ a-- PAID FOR THE ACTUAL w() o
2 p 2~ .,'t t+ p~ ~ PROP ~IFI # ~8 r,~J 4 Ql/ANTI TIES AT THE IINlT F'R1CES IN THE PRpPp,SAL RESULTING FROM St.ICH CHAN TH NIRA T SH GES E Cp C OR ALL MAKE Np ADDJTTONAL Ct_AIMS Fr?R L"XTRA Ci W EXTRA COMPFNSA T1ON o z W
1 ~ O~ ~ R++. , f o ~ AS THE RESt1t_ T /N T~lE CHANGE OF LOCA TTON OF THE PROPOSED WA TER MAIN AND/pR THE LOCH T/pN OF EX/STINT, WA TER MAINS. .F spry ct 0> 0 ~~G,f/+,~~ L.. F"_' 1 Jay'
4r 'S1' ' F '9 a ~ w ~T ~ r i 17) ANTI TI THE t,,ON7TrAGTpR WILt_ BE PAID FOR ACTUAL QUANTIT/ES AT THE UNIT PRICES STATED 1N THE PROPOSAL. UNIT PRICES SHALL BE Fc~R ALL -r T '77. Q RE FOP ALL WORK 0~ T>-0~ T
~ryyyy ti .y i '~e.~ A P T l t,OM LEE N PLACE THE ~W7VER RESERVES THE RIGHT TO A T NTIII ~ ~ DJUS QUA ES UP pR DO{kN. r' t:)jcnw-ww0' c U
x . F c~A r / T 8) ~XCA VA ~TG?N_.° I ~ UNCLASSIFIED,
~ g3 ` ~ Via. ~ 3 RIM N ~ pJ ' ` ~A ~~'2.z~ ti . , <®W<~~
1N t` Jlr rtW ~ ? Q ~ ( 19) IN~~Q,N-~.' iN.SPECTIC'NS MAY BF PERFORMED BY' THE t7WNER AND 1Hf" ENNGINEER. THE CONTRACTOR WILL NOTIFY' TIE .ENGINEER OF ANYC.NAN rF.~' R . f. ~S ! DEPTH pk L t?t, A LION PRt R T O O MAKING SUCH CHANGES ('14ANGF.S PF(,APP1A1C f-- tz w a y. d t - t n W ~(f) ewrzw0 C
PµOP ~ t OQ ~ r--' P ~ Z- o
~ + . aROP Nf2 , ~ 20) WARRANTY: THE OWNE(T/ENGINEER WfLL CONDUCT PERtOD1C 1NSPEGTIONS ArVD UPON SATISFACTORY' CpMPLE1~pN OF TH ~'iT' W Rk" Wt t ~ A E ~ E O LL SSUE LETTER ACCEPTANT"F THE CONTRACTpR SHAI..L WARRANT THE MATERIALS AND W?Rh° FAR ONE YEAR AFTER FINAL. ACCEPTANCE t.4 UE A LETTER OF
~ ~ f p ~ 21) ~TAKIN~:• PROVIDED BY CONTRACTOR. c5'~,
! ~ 9 ~ ~ ~ ~ 22) S11~' 1S TO E7E BALANt,`'ED ADJUST GRADES AS NEEDED, C!~NSUL T ENGINEER, SEE NOTE S (EARTHWORKI,
n *4 ~ V\ ~ e, S i y( • 1'~ I Jd~ ,
Y' ~ 4y Q b~
w " J ~ N { V U *l W ~ ~ R J
^r~,, PROP MM , N0~'E: ALT. STREET AND SEWER OIJTFALL EXISTING GROUND PROFILES FROM ACTUAL TOPOGRAPHPC SURVEY BY C
a.;t~ ' w"~'~ PROP MM N 9 OLE LAND SURVEYS, PA.
~J ~ s~' srA a~ sr.28 wiMBERLY U
~j f • b. ~ ~ 91t O~~p ~ y,~ i /~~y llNgERGR~OUND CLAMP-GRtNNE,I. 4 Z
~NAV~ + ~ +~q ~ I 4 1 y (V~ j . ~.I?y 1+ J + ' h• WITH 2-1"x 12" L-SHAPED GAL.. HIGH
b + Q , CI ASS ~1 RtP ~ ti RAP STRENGTH 80LT5 " i~ 8 D1P z ~wo
4 ~ ~a ~ 3~~' C`~ C) ~m U c~
U ? PROP MN ~ v,,~ as ~ ~ ¢ 1 1~ ~ r~ 1 ~ ~
~ ~ WATER FLOW r~ Q
1 4~ #"4'S WfTH 3" COVER TYP #4'S WITH 3" COVER TYP
\ ~ ~q V
U ~~t l~ , 5tA,ig'NF/A' 5 t' . 3,404 PSI CONCRETE (NON-FORMED) C~
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I s ` ((J P MH d 7x V rJ EXCELSIOR MAT xxxxxXaXxxxxxx>;xwcxxxaxxxxxxxx
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SILT FENCE ~F-SF S F IF ROCK IS FOUND DRILL INTO ROCK
/ N SOD 600r130E)
A~l psa ~ DAYLIGHT PIER DETAIL
i / 04 . Oa o o ~pS~6 6~ WATER METER
li li i c~6 ~Z0 ~ HYDRANT AND VALVE ~EXIST ~r PROF \C1 Nrs
WATER, VALVE, PLUG - - INDEX
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R 1 Ihl ( c~ P 8 i, ! 2 4 PROPSEWER C1 GENERAL SITE PLAN
{ :4 EXIST SEWER - C2 WIMBERLY WOODS STA 19+00- STA 28+00
GAS ~ -V- - G-- C3 WIMBERLY WOODS STA 28+00- END 1I
~ I ~a 6a u EASEMENT - - - ELECTRIC-UNDERGROUND C4 ~y
CONSTRUCTION LIMITS WINDFALL RD. & OUTFACE # 1 SEWER PROFILE D `r
CORRUGATED PLASTIC PIPE cMP C5 WILLEY ST AND SEWER QUTFALL # 2 cyl) iA
o & ~ a R a~ g 0 DIRECTION OF FLOW Ce)
I - ~~M 65 p CREEK - - C6 WYNNS STREET
v PROP STORM DRAINAGE Xi WIMBERLY WOODS X-SECTIONS STA 19+50 - STA 31+00 +00
EXIST STORM DRAINAGE
PROP WATER BLOWOFF 2'13Low X2 WIMBERLY WOODS X-SECTIONS STA 31+50 - STA 40+00 EXIST WATER BLOWOFF OFF 3+00
CONTOUR PROPOSED 427 - X3 WINDFALL X-SECTIONS STA 10+00 - STA 20+50
CONTOUR EXISTING . _427 X4 WINDFALL X-SECTIONS STA 20+79 - STA 27+00
FIBER OPTIC CABLE _FOC X5 WILLEY ST. X-SECTIONS
OVERHEAD ELECTRIC -OHE
FOUND IRON PIPE FIP XV WYNNS ST. X-SECTIONS STA 10+00 - STA 16+50 FOUND SOLID IRON FSI
GRAPHIC SCALE PARKING BUMPER XT WYNNS ST. X-SECTIONS STA 17+00 - STA 17+23.19 .i l
100 0 50 100 200 400 LP LIGHT POLE o SE SOIL EROSION DETAILS
POWER POLE ~ ( WS WATER & SEWER DETAILS CLEAN OUT o t;0 SHEET 1 OF 15
( IN FEET )
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1 ~ g~ CONSTRUCTION LIMITS
Ep ~ P ~ CORRUGATED PLASTIC PIPE CMP .1 & 6 a LINE TABLE ~ g5 DIRECTION OF FLOW
C 61 0 ~~M 65 p Q LINE LENGTH BEARING . . ,2 CREEK
R ° r " L1 26.62 N83 0949 E PROP STORM DRAINAGE Q
1~ o r ~ L2 25.00 S83 09 49"W EXIST STORM DRAINAGE
L3 24.07 N39°44'28"E 2" BLO PROP WATER BLOWOFF ~ ~ W F-
L4 26.71 N50°16'40"E EXIST WATER B OFF LOWOFF _ _ _ _ _ _ _
L7 20.56 S43°08'42"E CONTOUR PR P a27 0 OSED W
L12 27,55 N08°03"51"E, CONTOUR EXISTING _ _ _ _a2r - - - - t+
L13 8.91 S48°38'27"E FIBER OPTIC CABLE
L14 31.52 N67°33`2 OVERHEAD ELECTRIC ----OHE-. 7"W L15 23.14 S58°g0'S5 FOUND IRON PIPE FIP
"W 1 ° FOUND SOLID IRON FSI L 6 19.99 S41 5040"W t:
140 0 50 10(1 400 Opp PARKING BUMPER L17 51.89 N74°16'43"E
L18 30.00 S66°10'41"E LP LIGHT POLE p sfq I
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