20050217 Ver 2_Site Plan_20070321

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I~EE~CTI~~J ~E(~~~~~I~ >~1RE~S ECJR ~ ;~~~ZEi~fT~=~~ I~ ° E~~ r~ r , ) E ~ I BEi`~EDS F, TE ~ A ~
1 ~ASE~ , ~ .F T p . , , ES R~S~>~RE X00 P~~,~.
z ~ ~ ~ ~ ~ G~~ ~ n F~L~ ~~RCf-~S ~IVk:N ri~l S~UA~E FEE i . 7--~
Q i ~ / i ~ r , i / ,f S ~ E_L R~~ SCUT T~
SHE ENGINEER ~-!AS MADE AL.I~ POS:~(~~k. AT,Ei~F'T~ TO I~vCATE iv~(ISTINC " I , ~ r z i ~ ' T R`= ~P ~1~iBll-.ITY Ta ~I~(~~-VERY Ti~E w ~ So1~ ~ TY~.`
UTII~I~C,ES. IT IS .NE CaNTRAC OR . a ~ x _ ~ ~ J Ss -r ~ W ~ r ~ ~ / r , I -r , ~ ~ TO N C~ t ~ ANY ° o , ~ I ~
~a~~A{,ales aE A~~ UTI~_1TIE.~ PRlaR 10 coN~,R~~T,all AND ~ f ~ to ~ I i ~ C: ~ ~ ~ ~ i/ / ~5},,,~,~ CO1VF(~ICTS. ANY DA,~AGE. TO ~1T14.,~T,r._,. lNCURR~.D D~.lRii`~~ CaNSTRC,{CT,(~1v ,t:
r~o ~ ~ ~ ^ ~ ~ ~r ~ ~ PIKE 8 / ' k ~ IS 1NE RESQ~~~S1~l..iTY of THE CO{~fT,~~,~,~OR AND fS ~a RERA{R~_D A ~c~~. / ~ r • ~ c.~ ~ ~i ~ rv/r~~y, ~ ~
~ ~ \i ~ W I y MiN. a!A. ~i~~. E ~ r~, ~ - - R R PS / f THE CaN,RA~,TOR ~ EXPENSE, U~_~.~,a TEC_CRHCNf~ 9-,E ~ o
~Q~ 1 _.~aCa---~32-4~~49. m `'i L, ~ , r
-~--a-- 7 ~ c~ I" ~~~N~BEN~.~
M~N1~~1UM ~~..PARATION oISTANCS Fr.,~ r~A,ER ~INE~ FRa~~. ,II=; , -1_?i
~ o II~I~ ,~I__..I~, e.~
o~ -mac c, ' "RT1-',A R ~ 0' c~ y\ `w` p . u SANI,,~,RY S~.J~IER C_6NES OR FO~~,,~ MAIN,_ 18 1~E G L 0 ",-III-..~, PI. ~ ~.-1,i.-I , 1~ ufA, i~ ~~f ~ p p n I
~1OR~LC~~TAL w~ / I- I .o r ~ 1~~ I ICI i " I ICI ~ ._:..I / . LESS _ ~ _M..._ _.W.._ 1 D i~I ~3 ~ ~ - o
i I , I I i _i I _ 11 1~"~ 1,18 1 1 1 1 ~ ~ 1 W1TH ~LAKI~S ~MIi~J I U O w...,.,._ N__.. ~I_._.____
STORM .~~1~/ERS , ~ VER l IC~~. I _ _ - U~~ ~ ~ ~ ~-I ~ I_._I ° F: _ I~~ 1.---III " _ w__ ~ w ~ c?~ 2,c.D7 1 ~ ~ 1. ~ ~ 1 1 l r ~i y
a r.. ,SEE 4-~~3 E~F2 -w- L IS 4,~~8 ~ 3 Z ~ c ! 1 r _ ~ . , _ , ~ I ~ C ~ T ~ Y T ~ , E LTED Z-SEE 4--U3 FOR
/ _ , •~~W 4/.lai ° YI/I TI~ {VI~\Jt IAI'~iCA~ 4oi[V , 4.1V~•.J IYIA I WI?~~ t IT~TL...~ S,1 I4~.~~ ~~~A~ ! ~I...... f/ , ,i .a a- ..~.I~EAGTI'i~l I31..~1Ci\1NG ~ '=F' A! ~ ,a r ~ C, A 9U 7,96 ~ 5 1. 1 ~ 8 1. REACT'10N DL©C[CING
!\1-l ~I ~~.Jl!V IJ I+~T(liV~~.~ t VU~~IV T~ 4V,+r`1\T~..~ ~IN~ ll(VlJ ~ANITA{tiY ~44~~~ l..,l ~~l...t 4I ~r ~i i .w i> }i ! Y ~a ~ / ."~-4 la 6 Mid. 1? ~JIA. GR GREAT~r: , ~ ~ a r TEr ~ ~l_ _'VAT1 _ _~..._r._._1 C~I~1 C RE.F ~ At2 ~ F~, ~ O ~ CONCRETE AREA,
FORCE I'U~AIN aR STORM SE~~~ER cAN~~lo_r ~E M~,INTAIN~D, ~IP~ Ie~UST T? N} . ~ sCEa~>rv PiF'E ~ BO , D CAF ~ o~ ~ ~ ~ ~ " ~ ~ t~ F'LE.~~; S,6~S 2 3 ~ 1 ~
l..AI~ such ~r{Ai F~UI.-(~ ~ECIIaf~JS Of= P,, E ARC, ~,CI~,TER~D ON TI^IE 1~O1~~1T E~x~,~v~.~,0~! / ~ 0"~~ .~E~,TION ~~.vAC`~F 8~ ALE. VA 3 I ail - , ~..~._.,~._.m i ~I, E.C~~~~ ~ ~ E NTS
°Q{~ ar CRGSSING AI\rD r XTE1\iD A DIJ I AN~~.'f.- 0, 10 t~N EA(~H SIDE OF r HE ~ _ ~3r_~1D ~._;~c 1 E.C.: PLUG _ p I i 1 ~ 1,~ ra 1 ~ ~ ~ ~ ~ ~ ~ ~ i ~~,Ar~~,~ SIDE ~~5 E RODS
. 01~, I UI CRuJ..,{, dom. ~--STC~N~ _ I ~ . rti I
a E P T A TaR SHALE. ~ a ~r, ~ : 4. ~XiS,. ME "ERS BALL RE"~.AIN IN SE„V:C~. SON R ~ ~ 90 ~Ei~C~ ~S ~t.~~~ 1 _...r_ ~.N~~ ~~7--1,/2 ~EP~I~ i1-1 /4 BLPJ~,~ T~,L ~~.U~ rc,~ ~ ~ 4
Ga p I, ~ r R~.U1~,IE. ANJ f~E>~'I~A~E ME IER~ U~v5U11~ADE.E TO R~..MAIN ~I~E ~ ~.~.~..~..,._.__W.. ~ ~
o-r~ dew A ~ ~ ~ ~ A ~ A B A B C G ~ I 8 ! ~ ~ ~Q 1 815 4 8 9 ~ ~ 2 ~ 15 8 1 ~
~ 1. l.?ALC\1`i~~ ~~/b ll( ~f1/~~IVklJkY7 4I~IV~i ! I Wi~G~t~. LI\4A~~,`1 1I111V~J 11,J? f, ,a ! ~1 ~ -p» 1r ~ ~ T CHAT IN ANC? RESUR~ ACING iviUST BE ~OM~'l.-~T~~ VV,THfI~) FIVE ~ r-~ n I,~ , ~ ~ ~ PAU~.MEN ~H G TNRCtJ~K PA1~E~~1~N?S, .,URBS, ~,.RlV~WAYS A~~ 51~_V~AL{C.,; /AND _ 1 ~ 7 7 Q 7 10 12 14 13 ~ ~ r ~ ~ _ _..._..J P L. (JCS 1 ~ 3 ~ c 1 ~ ~ m ~
~~,~~~yyww ~y ca ~ Mi M1~ 4~ I~ I ~ I ~ I J ' \i~ / , ' \ I ` , C ti.,fil\.IV~I\ Ull ~ ~A VL..~Y~ +~.~?k~U V?UI~I. J. nii ~ "i )f DAY, A, ,ER C~~I~~'~.~klaN OF T,~ENC~,11,~ ~CTI~~TIEW. SN"ALr.. PATH AREA. ~ ~ 1~ 13 7 - _ 1 6 ~ 24" 6
~ i I 'r, y ~ ~ I N S OR C A C ~...~..i...~, _ CAN ~E IAA"NTAINt=D ~JITH T~.MPORAR , PAVEMENT F~A C _ _ _ ...._.~..w_.....~.. . ~ ~ . 0 30 e I/ !7 ~ li 17 r W f1 11 1> ~ 1J 73 E r1 ~ h -
. 2. S?a~E~ IS ~~~QUI~~D ?Q ~ B~E.at~V PEFE WHERE v'~~ 3 CUNDI ~IC~NS i 1 A ~ a „ " ,M,ANFNT I~'ATc~H{NCa i~ CaM(~FETE, ~ ~ I ~ 2 ~ ~8 1~ ~o NONE U TIL. REr ~ C~ P,O~,K I NCUUfv 4ER~C. 1~ 10 ~2 ,t', i.~ 1~ 1 11 ~ 11 1~ 4 4 X38 2 ~ ~ ~ ~3 2~ , 1 1 ~ ~ ~ ~ ~ I
~ ..i.. Y+1) / , ~ ^f1 ,.~f-`J} ~~i7 i yY li ~`y ~ ~iY )Y 1J I) ..1 7) )1 f> ~ A / ~ ~ l.' L.. ~ GI .J V ~ ~ 1 1 ~ ~ ~ i 8 ~I T 2 _ 12 15 12 5 a 1.2.51 1 ~ _ ~ ~ ~
;=~~=I`~3'~`- ~ ~ 'VA ~N~ REP! At,,E~vIENT: AREAS SHa~'N ON ~Hc PLANS 3. STONk: Ta ~E SI?E i/~ 1'G ~---~~2~, 1~1C~.I_ TA~~~~D. I~....~i~L_ll ~E EEG ~ r { _ w.. ____.-.J ~ ~ ~ 17,.1? 5 ~ I1 3 ~ 18 8 ! 1.. STEED. Ai~l~ B~LT~ ~NALL. 3/;~" !-~f.T HOT DIPPED GALVANI%E;D,
REOUiRING F~{DICE REMavA(... SHAk_~ ~ERFOR{~~a THE coN~rRACTOR , i ~ y ~ ~ i p r-~- ~ , ~ 2 l ; ~ <<., 14 r.. , 4. S7C7,1>r ~~AY ELI,~"INAT~D WNE~E. Glr`zE~ Ir_D ~ ~ F~~GINEEF~. } , n Ir rY Ir ,,a r° n -,r n I 14 18 E 14 ~8 2~ 2~a 3/ 17 0- .
ONLY TO THE f~XTENT REQUIRED .~A1=E CONST~i.JCT,O~! O( TI•~~ U~/~T~R w._. f"" r^ ~ ~ r""I ~ / I ~ ~ I .Y ~TO' \C.I1 + ~ .l ~ ~ ~ 1 V„ ~ ~1 -y~i, ~~ri ~~r: ~ ~1> 9>? :31,~8~3 8 16 l~ ~ 4 8 3C ~ SEE ~ I ~NI~Aftt1 TN~iJST ~L.LISK. T~ ' - ~ ~ ~ -U3 ~ . 4--U3 FOR CONCRETE AREA,
~_IN~.. Tf-~{C. FE.NCL ~HA~L BE .,ARC.E .,~1 ~ REMOVED AI~~ ~A E~ H,1N(~ s~>~r~ )"BENCH nor?o~ ~aR ~.o~k<I~ c~u~"[~P~ti? ..l ~ 18 .~0 18 ..6 36 '~•2 54 24 3 , c ~ i ~ I ~~_I.~C~~ ~C ~.,G1 ~ . 6 1~ l.4 I ~ ~ 3 6 ~3 3 C~N~C:P~TE Si-a~~L NC~T ~"~f~JTACT MELT ; ~R EfJI3S ?R ENDS OF MECHANICAL FITTINGS,
FOR REPL~,C~~`~ENT AFTt.R CO1'~~TR~JC~I~N iS COMF~.ETE. TriE t~a(~dTRA,c_,,~~R I~ND B~..LI_S. - ^ _ {^1 ASSUME. I~)4C~ ~SE• ?a0a ~SE~ SOIL ~SAi~f~ ~ ORAdEL ~~IITf-3 GLr^~Y) a ~ 4, T~iIS ~GIl~~Ni~ REC~~.II~E~~~"~NT f F"~ ~7 Y ~ c. w.~ N,.~T A P _ T f APPLY TO FIRE-- HYDRANTS,
~JI~..L tJt,.. 1v~.~~'~J~~JIL1~~ F~~ ~I1i-JI 1...~ ~L.~A~I`JN~rI~iV ~ a~ ~i~~ I'1~.~TW1AE~ r roi n ~ r'RC~V1CiE Iv1iN1M~JM -..a CC~1~~.R Cd~R Ri~E. X10 T ~.5; i1 ~.0 7,881 ~ ~ ~ ~ 1 1 ~
FENCE LINE" ~;NY ~~I~ALI~,NMENT aR C~A~~AC~E ~0 THE RESTORED FENCE t~ f ~ L
SHALL BE R~r~AIRE~~ AT THE CaONTRAC~TOR'S EXPENSE. ~~~HE CONTRAC ~'OR 7" BACK~I~:~ S?~ALL BE ?~i~iPED ~N 6" LISTS. ~jq C nf~R ~.T. i"" C" i w I. 4Jr`151~~ VN GVV ~~Ji ~ IY,~II~ ~~(i~J )UI' c ~~,~s..~U~~c Hw~~A ~~A,~R NA~v1~~EC~ ~,LL,~v~A~1e,~. ~ _ ._....._.1.____..__.~_ _.n
SHAD.. BE RES~~aNSI~LE Ta Na ~ E ,ANY DAfI~€AGE To TI•~~ FE~~CC. pR~O11 TCa { ~ " ~ R aTHER EVIDENCE AND 2. ALL ~EA~INC SUf~FACES Ta CAR o ~_r_-_-_ ~ I~., E .1.~ _ 31,779 I 8 16 19 ~ ~ 8 81 ~ ~ ~a CARR ~ ~7 Ta uNaIS ~ a~au I I . INSTALLATION 5
caN~sTR~.,~TION KITH Aa~.c~UAr~ ICI-~ara~~,~~ 0 ~ • - I of sa SECS ~AT ALL (_1(~~S aF~ERATING UNDER F'BESS ERR ~0 ~~;861 1~ ?,a 8 i 8 1~ ~7 i ~ 1, t - 24))
~~f-~ALL 1DENT1~'Y THE SAh~E To THE EN!~INEER PRIoR ~Ta CONSTRUC'TION. NoT iC~ SOLE 3. THRUS? CC{{S TU US~c~ A? A~ ,.~f E
4. Ct~NCRCTE SHALL f\IOT CQi~! i~r7CT ~3a1 11~HcRE EXISTING SI~iOUL~ER Gf~ADE. iS A~aVE EC~GE C?F PA1iFMENT ELFVA- i~l~~,CT ,.3a1.1~S On MECNAN~,,A~ rI~TINGS. _~,C. 1 1G ~.1 C,r S 5 41 5 10 I
,r ~ ~ ~ ~ ~ (~~11Ni~'IU~~1 OF 36,i BEL0~1 S. COI~ICRETE S{~A~L ~)OOU F'SI. T1C,J, TOP Or MATE, , L~NE SEiALL ~3C IIJSTA~L~D A a F•'Ui. . ~~j 1 r ~EA,C"f i~~N BEA,,.N(; A1~~E.A, A~;E i~~ ~at!A,~'~ FEET
ToP a~ PAVE~EI~T To ASSURE M~NI{~~U~~ cave REQUIREMENT IN THE ?RCNCH~S SHALL cC~N~oR{~J WITH ~M ~I~ U~IiTN, 2-U3. ~~EASl1RED IN A VERTICAL PLA~~IE IN Tf~E
EVE{~JT OF FUT~IRE GRADING ANf~ OR PAVING ACTIV'ITIES_ - ~ , r'~ -r - NaTE: 2'x 2'x 6' . ~ n TREKICN SEI~~ AT Ail AN,~LE 0~- ~0 TO INS 2'x 2'x 6"
' 7. A~.l_ t~Ei~~O~ ANS ~NTERSEC110NS SHE ,110NS SNALim ~1A~C CONCF~~TE T~a~IJS E Iwsl_c.;(,KIN~. - , ; ~ CONCRETE f~A I 1hE~.U~~ i Vr_,..TO(~. D ,'ETE PAD REQUIRED
SEE S?L . THRUS? B(.-OCI~ ? A~-3f~E, OPJ ALL VALISE S. T A~-3LE, ~~--1!~, ~~OR OTHEF? SOII S, _ AP~F~OVED ~)riETHaD FOR E;CTENSIQP~1 aF VALVE BOX ? VALVES. NO ST C0NCF'E T E
USE ~ - BOG BEND VALUE Er)t"; HYD~.A~ITS EaR ~ PR~CAS ~ Ca~IC~? Y ~ , . , ~oac GNU I , .L~o A~~~I l~laC~.AL CAI ~ F FACTOR. 1 (,OfER iNUT ALLOWED,
TAP G~~JN~
.;--'v ~.a, n ~ . „ , ~ 7HE~UST ~~CLLAp p & , 2X2X~ 2 THIGI, ~ " ~',-G>. ' 1. ~4 • l 3/8 T" Sys,.".-"]" • i~ .
~ { ~ S~R~Aa Fay?~~ f r ~ THFC~ Aa[7 i t- i ,1 ~ ~ CI
~ _ UACK~'ILL 3/" ~ ~ 'WATwR (~rTkR 2,
~ ~3f4 TN~EaU~., - TNPUS I CGI_.Lr~i~ 1 ----~Ci A T E i T AP PI N ~ f~i~ ~.f ~ , ~ ' ~ • , ~ cy
STECL i?C~DS w M~:GA-LUGS `'STf~~~:~ ~~AP ~ a I ~ .____J _..__.I._ , . ~ ~ F,, t e a . .a
D~JtNI~J DUU`JN ~ , ~ r ~ S7ANDARl~ VALVE EsOX ~ ~ 'b~:,.,;,....~.,.~,..
i - I TOP SECT{O~! 70 BE I
r D~. .n .•''-"4~NC,RETE I f~1i~U~} I JJL1.,Ilr f~ ~ ~J i F .0 1 '
S~~ 4-13, .~.e ! 4 y ~ ~ DOMESTIC
I ~ ;a' ~a' ~ ~ Ii~~J ~~Ca~'-L{...l~ RETAII\~~ GLANDS q D _ _ .b A ~ y' n G i CASTING
• 'Q'.~i' TH~~J~.IGNOJT ASSEMh~LY, b ` h ~ MAN. I i ~ , _ - ~--~-----r...~._....
5' P~II(~; ~ ~ >y
~~~~~~~~I~NT~ I , ~ ' ~ ~ ~s:.:Q• VAf~VE ~QX E _ ~ ° ::a: ~ . ~ i I t`~
SIDE CIF 45 B~N~ 5TATIG TI-TRUST IN P~UN~S NQ. CC~F" r~~I~S R~:(~UIP.ED ~ ~ f r . . . ~ , ~ o a a ~ i, .
n I wow L_~.....~..~..~.. ~ .U ~.E ~ 'P, ~ . 'b SE ~ U~1G ~I~.~ ~ ON , ~ ~ . , ~ c- • r VALVE ~LVE
8 7,694 4 . G - P!F E FOR ~.k !EN.,IO~aS ' ~ BOX ' 3Cx
~D1..T~,hB~.D ~UIL~ .
~6 ~a,77~ _ ~ .~~k V 7~C..,JI... t: if t~ r-~ ' ' . . . . T' P ~u~ ~ 1~J T°~~~EQ .
~ BA ~A.CKFfL~. ' o~ ,
U~N~RAI_ I`JC~T~S~ ._._°SZ`~°~~ pa oa pap °~y4 ~a 9 ra4 p° ° p°J; p°a~a °°'°p°~ ra4 0° °°o o° o, ~a, o t rte"'-,'.`..^^.. , oef o°°Gn ° i
CT[[~~ ' F;d S ANA BELTS SHALL 3/~~ HST ~;IRPFD GALVANI~~17. <p°~°ye,~a°°p°°a , n°exo,~°a°<p°° „ ° °a aaa 1..~~... U pa p ~0 ° pa°tl~p a>°y ed ° ~4a°ady 9°o BO ~eo °y°p Pd° Va0° Ca 0 q °ao p0o °J°° 0 ~ , oaa ° Go : a ° ea i p ° ° oeob> Y , J~ 00 ad°°°°o °a o °aa° CUs 0 ~ r ,C"'" I eo„ urd °°°oe ,°~°61,)c,v eo°j nA p / ® -m o.
n r \ i' ~.H~IVl f~L J D~Nll. ~aa '~o f)a~,npGp o CQNCR£:TE SHALL NG~T CC~"~TA~,T BCULT~ OR ENDS ~ M~ G U ~ S ° `:4 o .o °po~< °J e, °p° ~p~° °b In4 8 °°~,°0n pao " ..o p ~ ~
M A- ' S T ~'E~ I_15~.8 AT Af_L ~"~TT~NGS, "p° ° Ja°, . LJG ~ as D° 'QO yao J q° V u 0 a n y a q a J a ~ 0 ° 0 4 °a°° °ab ° a ° ° ho00° t ° ' ° ~o ° c r~ tI..`. n 1-" T - ~ ~ ° ° ~+~eo6~6~~ a d.°o ~ l1 tS V ~ A ~ ~J L 1.U ~ 1 ~ l: ~ C. I ~ a °>d °o °a a° „a '6 •°0°v°°d .°o°~ G° \ a
1 f'y T 1 d90°° °Oe^°0 ~ ap° aJp°ep MUST JS~. ~UG"f kL~, IR€~I~ EYE B[~LTS ~IHER;~, NECESSARY. , p,^ a°° a a°~. ,aD ~t;,,i _....G o° 0 n ^ ° a Ob° 00 0^ ° ° °o"s ; ~ y0c i° pv e~ .G o ° ° °n f pot .sa° w1 I ~ %`l L L lJ ~ L/ ~ ~ ~ ~ J ~ ~ ~ F ~ N I ~ ~.~rv 4 ~A d Gyp e ° ° ~ °°0°° a {ry { °p0 as P° ~°°o°a d°~'4 Q°°a° e0°0~9~ ~ L/ ~ ~ f
~p>°~ '0 y e y'°° .o y on ~ °o a° D° ~ a a9° 06 °ao° po ao Bo r~ ap°° o°~~ aca p °^°p° 4j~ ooa :G ° yo °a °a F ~ ! Ji~~IL~ l~;C~i~ ~ I~ E vALV~: °p 0 "a a a °4 Y 0o a s °Oa 6 a ~ •o, h ° p° `a ~~°o o ° STAB•~-iN G.i. OR ~l~r ~ e°° ~o uoa OPa °4°° LVE i
°ep a"°a v0 pa p0 va 2 , ° "a",° ° Y + 6°
app aOJy OJ~ >yA "y4° ~°0 ~'JT TO SCALD ~ y ~•d, ' ^oe y ar° P" °e0 na vyp aC au 0°00 ° a0 °J° v0° ° 6^ v~L.~E °°0 i0~b n Ob n°a °e°p°
a°a ea p ° yorg ° ~ ( 6C`j ~ p ° oq° a s , °p ° •oa aw < ae ,o °ea 0~ ~ _ o. ~ °°°d doa •o., ~a o•o y°ao oa° aBO Oo ~j o,}i,~, °aoo > nd° ° ~ I ~L~lVIJ~ r r EA~~Ea ° ; e °gP . 82a ° `°a°`a" ~ © ° ,,,.,1 ! ~"r / r ~ / ~A~~Fi~L . .
.""Ji:..r .UE?A~L U2 ~ 'a °a, 9p^° eo coi C; eg " pa° p. .°0a°^p °eoo'r° °o°~ o I p/~q po / o. T P ~ F METER NEEDS r0, . r X R! ° ° ,>,.an°a° a a~°B °o y 4 De p°°° I..J ~ f l,.IfC, ;"c... IC IJ I.1 ° J °o° J v 8 aoo j°.. o I~ ^ d ° J°° J C e~ 0"°ip°. . ar °o`~°°a c° a ~,Y ~ ~ ~ c e+ / n o ° . o a °o o° ptlo "°o ~ ,,.r //yy \ i ..L_... a °°a°atl°~°0 ° aeo V ~ J LA... ~Pt.,.,.,. ,....Fn1 /
° ° °O • ° s ° °04 d° ,....2....-.s''~ ~ Y _ _ ! 1~\'VTL. 1J hLVl., l.I VALVE BOX N 0-F nkt'T n r-r \Ar A °r-r-M
AND CLEAR OF LID ! ~ , ~ ~ _ a CSI, i. 'D~°ne U P4 1 -i k- I Y V I L F\
~ i „ w ~ . ~ . r E;~[.. T~r~~ 1 1 ~ i ,STAND~~D ~rf~l.v~. ~Ox ~ - ~ . , ~ 1 t ~ TR~~~ f 1 „ ~A.~ i lN~~ NOR VALVE. ALL 'IC CASTINGS
. a'. f r r ~ i ~ ~~~~y BEWALK DUAL CHE~,K `JAS JE . Q ~ ' ~I ~ ~ ~uTTOfv~ ~iµU .lug J ~ ~ c ~ c RE CLASS 135 OR
„[,.{I~I'VI\4,,~dV ~.C. taUi1\l.!`r~l.,I~T~. METER _ Vr~NTI ~ !.n, PIPE Rr.BP,R SIZE i "Y ~P.F'. LE~fGiH "X"' BAf~ in1~1GNT~"Y„ sAR ~~N sAR ~,_NCT,s "Y" ,,~R h~IGH NC. kEQUiR~G ~ ~ ~ ~,A id 1 ~ : f ~ TER.
l_OCKADLE 'VALUE----w--_...~„ ~ ~N DEA ICE ~ 3~„ 1~~ 2' 2"-~ Q.C. [SIP ~ 1.~Jq~3 i.F~S/FT 1 ~ 1„ i' 1" i,~S. ~ACI~i ' X-24, Y...~ y L~',..,.- r~ r ~ ~
~ _ ~ 3° #67 STONE ~Ld41 , ~ 48' & grs~ter .___I__~~ . O.D. ~ j.502 1.85%Fi' ~ 3 ~ 1 ~ f ~ ~.-..__l_..._.___....._...__.._____~_____..__. ! z t = . / / ~ ~ 9.9 L3S. EACM Y~2~, Y-•1? ~.~.-.~ti r i , ~ .
© ~ t ~ f, Q? f17 '--PLUG LOGK ° ~ 1..._..._...__....._.._i ~ ~ ~s ~ - ~ ~ ~ ,
~ ~ BACKr ILL, TANIPFD IN ~ % ~ ~N~usr coL~a~?, trap T~+ausr ~c,~~ou~E ___.._._.._..w........__.....
F} ~ ~ l_I S I.p. PiPE "P," »g„ „Q 6"-1G", 2Q°-2~", or ~TAfvDA~D :~i~° U°' - ~s° ~ 1.µ_,,, Za, 4„ NOT TO SC~I~
-I F b tr ~ _ ~ .u..__ ~ ~ _.__4_~._.~~_.. ,r. . gr~,,.er 7 -8 ~ 1 -:1 ~
~ ~ ~ SEf2V"ICE SIZE ~ \ \ NOTES, 1 ~ , EXTENSION DETAI L 9
o ' ~ ~ Y/ \ i ~Dl 1)
/ ~ 1. SE. I= STANDARD iJETAIL 4~-l.l? EC7R T(~RiJST I3LOCf< l..t:iCATIG{~S, \ ~ t~ , CL1i~C;~F~i~~ ;>~-IAL.E_ fv~T CQNT(~C i s B~L_T~ Q~ E:NDS ~1~~~~-iF~i~Ikn,~L
~`Uf`1DISTURBED Si~II. CRIMP WATER' COP~I;kETE Sh~Ai_L BE 3~I1~ PSI AND T EcANSIT ~9IXED, CONCRETE BRIG UPdDC~ ~ ~.I~1~~~~f F~ITTi;~Ii~S,
RPORATION CO'K l`DR SUPPORT ~ SERVICE AT ~ „ .t e, ~ ~ ~ ~ r MAIN GO a, RE 1NFu(?CING SAf2,a SMALL B~ Df~F CIRi~E L AP1~, TEED TO(~E1 hIER. I'ROPE~2TY I.IF1Iv :1~I~IE1?. C~ ~ r. . n . .7~.~ 5T~1N~,~;~,.1 RE~,C:~f r[~i~~ ~~.aL~
~ ~ 4, TRENCH BOTTf~M ~JIDTH N V C P ~T`~ ~E TH i'.~T ' f~TA A CORPORATION Ca,,~ \ ~_____5i~ x 1~ CJPPER SETTER n I I.I da Rya D~J.~ LL TI NSTAI~L.ATIf~N SHA4~L BE TAE N'~NIMUh1 ~IZ~Tf~ T~i~l_~~ ~-l):~>
NOTES AS ~NQWN ON STANDAi~D DETAIL 3-U:~, METER YOKE
1. ~rJA ~Ei~ METER AS MANUi~ACTURCD BY SENSUS, .-SET EDX iniN Ci7NCRET ` ~ EACK~'ILL TAMPED IN L F'T ° P R B,~acK„ I ~ i~
uR SCHLUMBE:RGER, ~ /4" OR i" TYPE "K" STANIIAkD DETAIL ~-U3.
DIRECT TAP ALLUWED ON MAINS NCT LAf2GER S~Jf T COPF~ER PIPE, 6. 1~>-iR!JST CdLL.AR MUST ~~E ~ACTJRY THAN I6", NEi JOIPvTS OR COUr"LINGS W~:LDED ON BOTN SIDES At_ONG DIOTN
PIPE, ND JCIINTS CSR CL~UPLINGS. EDGES nr CO{..!_.AR AR[~Uf~i? CIPCl1MF~ERENCE, 3, EXIST P9ETERS ARE TU f2EMAI('~J UNLESS ITS CONDITIC1N !4 9f
T ,x 5, WHEN THE u~'ADE CHANGES, A COPPER RE SETTER CAN BE rt1~..uESS~TATES REPLACENIEN
t1SED TO ADJUST TO PROPER GRADE, N~ T TCi ~GAL~ IN EVENT MO T ER TO BE REPLACiD, METER BOX TO BC' EpR STA~~dDAr2D h~ETER BOX SEE S-U~
L~ICAT~D Iii R/W ADJACENT Ti7 E'R{~PEf?Tl` G.Ih1E, OR Ifs
APPROVED EASEh9ENT ADJACENT ~~O R/W, ~ ADIIITIQ~{AL BACKFLOW PPEV~;NT~IiDf~ DEVICE h~AY TiE REQUIRED II' USED ON M~RC THAN TWO PESIDENTIAL UNITS,
79
~i~~;~~~mtrr~~
PRO~CT r~ANAf~R QRAIMNG SCALE 3101 JOHN HUM~NRIES WYY1`JD REL~ASEf~ ~'OR DATE r~w~ As st~owN ~ ~ r ~ DATE. ~~,r ~
RALEIGH, NC 27612 DAWN BY i'R03EC1' DATE APiaROVALS C1N`ERACT 1f {7N`fRACT 1f -47~D5 ~ ~ X11
~s1s) ~$z--o~s~ Arwf~ ~~~raa t°~ ~ ©NiRRC? !1.46145 ~
APPROVED BY PRQJECT NUMBER RIDD{NG ©NTT2RC7lI~ MwR 44~8.t1E1.R4 Office Lacatlans: ` _ Q2~4~4 ~ q ~ D,~
. Flf~ NA~9E PLOT pAT1w CAfT1l1'turait infrastructure CCSt~sultants Narfh Carolina Gear Ia CONSTRUC710N REV NO. I?ESCRIPTION DATE Y 9 ~ ~ ~ SANITARY ~E~IER II~F~~VEM~I~ITS D D
f~~rAfLS stars ~~D~ Sputh Carn{ina Flarida ~EVIStONS R~CORa ~wc. r~, ~ ~ a r°'J ~ i0'
~'o a J~ f b ti~ r a P~~

to Q ~~2
C3
C7 ~
H
~UL'S
1~1 ~ ~W~ t
~Q ~OO . 10zy TO
u~ ~ 200 rLAGIv9AN ~ ~ w
~U ~ r--~-----•• ~ v I END ~ ; ~ ! n
pro ~CONSTRUC710~ 5Q', TYP.
I ~ ROADWAY ,co~~si~ucT~raN GON~.RJC~~ON 5 -0 11_ i Vr,~~lf GC~NSTREJrrlaw _ ~ VARIES
CC~4a' eiuirrr arirww rrrwiw a~wawa nwwws ~ aee.~nr ~rea~r nrnrw a~r ~ww «.Mr~~ n.nr ,~,NEAi~ a ~ 4~S x 1 ~ ~ ~;h;EAD ,
~ Q~p aaaa9aaaaoao ~~p. ~~_.~._...~._._..~.~w._...........w..~.._.~__~______.....~._,__. 1. a ~ ~ COP1`~TRI ~Na ; ca~~~r~~~c~r~ah '
~v F O' % 2~- ~ ~ a~ FLAGP4~AN~ ~ EfvD~~ ~ ~ NI`H
~ _ 1 CONSTRUG7!C~N `~-TRAFFIC ~ ~ TRAFFIC ! ~ . , ~ RADC~~
w~~ ~ h0A0 ONE LAVE ~ . ~ ~>ra~rwfAN N ( CONE a~~ GONST~UC~ION ROp,D I CO ES ~
AH>~AD NEA~ / ! ~ ~ / GP~,~E ,..,.r...~,-., __....._,_.._..._.._.~..~...~.._.._m.. rn+M'+w
a w as / ~ / r © Q / ~ , / ~ ~ S'~~PE .f ~ PEA F~i. { ~ ,
a~,U
~~~p ~ ~ ~ ~ WORK AREA- ~ 500 5.O ~.OO S 00 VvORVC AREA 2G0 ~ a 7 , , ~ti ~
a~~ ! Uz
I 500 Pv~!w, ~~~w WARNfNG SIGN SE~7UENCE IN m Pv~~,v, o) ~//a~f /l ~!//f l ,~~;1 ~~~/tis/~/~
pro POSITE DiRECTiON SAME AS r, ~
w'~ ~ SI"~IOWN ABOVE L,_ ~ ~ ~ C~aC3C S~EONE A~,G~SS ~~A,D SIGH.
~ ~;a • C",;11~CN SSE D~T~,iC.
~ ~ ~ r-- ~ ! , t~ ~ ~ ~~OTr: ~ J_ t
l~J"~ a ___~__,-~,..._,,,....V _....___~...w....._.~. J ~ ALL WAR~~.11NG SlGE`!S ~f0 A NiINl~~U~>I OF 3~> x ,At~Sp TO F ~ NO
~E REF! EC!ORIZ~D WREN USED AT NIGHT tt ( ~ \ a ...~.n.....~._._.,_..._._..~..~...
~~~a $a~?~ D1 a ~o~ io sca~.~
WS~JIBH
i ~ r , v ~ , ~ ~
N T r0 SCALE -
D~C~ ~
PI..Af~s~E * SEE UENT DETAIL.
-'v'EN T OPENING t0 KEEP ~ANHO~_E FRA~~E BE SCREENED
~'1 & GO~i~.R '~,f,ATERTIGH ~ I
I ~ ! ~
CEMENT 1~ENT OPENiP~G TO BE T~~10 ~1 ~RQU ~ FEET A80UE HUNDRED
cA SET YEAR FLOOD ELEVATION
~ ~ 4" GALU. PIPE
PRE~.,AST ~OC1C. ADSSTME~ST o k pp ~~p si ,o © RiNGJ, i'~I!"iiVtUM ~ il~}"I ~
~MAXiMU~I OF 2) CAST Irs PLACE PIPE
Q FLAlvGE 1?" ABOVE PRECAS E
Pv9H TOP o S i AfNLESS ~
STEEi~ ~QG.TS i f SEAL ,AROI?PAID VENT PIPE I
, ~ THROUGH P~IANHOL.E `f Li
IviA~1WOLE STc.P`.~..`._. co ~ ~ , -PRECAST ut~NuRETE
/ Q ~w I ~~c o• MANHOLE t,ECTiONS ~ w n
t cL a A~ REQUIRED f ~ ~H f, E t~
cR~,UI ~ Y SEWER Q, ~
. ,
HY~" ",n ~ •v. E 1 ,
CONCRETE~---
> AGGREGATE BED> 4 -0
r~ PaO. 5, STONE ~~.NT ~E~A~I.~
~TSR ACCEPTS~E
CavERS
~ ' ~ ~ ' r 1
~ ~ I ~ ~ ~ ~ ~ I ! ~~I ~_~w.~..~ Nc~T Sc~ scALE
~ 1 C)
g1911i#
PROJECT MANA(~R ORAN~N6 SCALE 3181 JQNN HUMPHRf REL~AS~€~ I`OR DATA r~ As st~ot~a ES WYND ~ ~ ~ DA ~ ~
Y - RAl.I„IGN, NC 2612 DkAWN 8 PROJECT C}ATE APPROVAtrS ON7RACT ~ w* SSO ONTRACT II - U7/Q5 ' ~ ~ ,d 9 D10
Ar~~ ~ ~~~g~ ~~~-04~~
A~~~av~o p~os~cr uu~~~ BJDaII~G ©iVTRACT a NEV1fP 4035B.QU.EtA t~ffice lacdtions: ©iV'titACT II.08t~5 . 1
ALE NAi~E PiA~' s~A Cammuni i17'~i"r~StPtaG'~ttC@ CC) Ian North r CONSTRt1CTIQN RSV. Nt?. D~SGRIPI'IQN DAVE ~ ty nsu t ~'s taa alma G~argio ~ EVER IMPROUEM~N S ~ANITA~Y ~ T D11
pETAILSS~ITS 31812007 5c~uth Catalina Florida ~~VI~IONS ~~c~~o ~w~.
6
...m...~._ _.~.~_n....

y ~
yy.. . h~ g
s~E ~E~a~~
6 ~ ~
~ NOTES. )TES:
~ ~ 1.5TRUCTU'~~ 1.5TRUCTURA[~_ STONE SHALL BE CLASS I
RIP-SAP. Q RIP-RAP.
2.SEDI~EN~ „ ~ N0, 5 OR 2.SEDIMENT CONTROL. STONE SHALL BE N0. 5 OR NO. D7 STONE.
1z ER ~ 3. A CUTQ 3. A CUTOf=~ TRENCH SHALL. BEV E~CAUATEL~
°U 1"0 A D P~ M E O f 1"0 A DEPTH (JF 1 FT. DEEP AND '1 FT.
~ ~JIDC ~IITH WIDE WITH A 1:1 SIDE SLO~'E UNDER TIDE
~d~ ~U~i-1L. L~IV TOTAL LENGTH GE TIDE DAM AT i T S
~ ~CNT~R~INI Q-~,~ COURSE AGGREGATE 6" ~ ~ CENTER~..INE.
~~'~w a ~ & NMINIMUWi; UVER 8' D6~P, QQ, DEEP (SEE RiT RA. Nt7TES G1R 12 MINIMUM UP TtJ fi A " ~ ~ . ti~ ~ '7 d 4 tl q Q STRUCTURAL SEDIMENT
a`~ DRAWINGS FOf, AGGREGATE SIZE) d ° ~ > ~R~M TC1P o~ eUR~. p d a d 1~2 DIAMETER OF PIPE OR , ~ d ~ m ~ tl STONE TR (,ON OL
a 4 4 ~ ~ 24" WHICHEVER IS GREATER CAf ACiTY OF PIPE CULVERTS STUNS A
' TOCRL.THER ^ BANK FULL ~ LOW tl ~ a ° ~ ° d tl d tl a d t+3 tt d t
1"'W ~ R d pd d a d LARGE ANGULAR ROCK ~ a d tl ~ d d 1.5' MIN.
(C C,7IA,1 ~ d d 4 d d ~ _ n~~ d 0 d d tl o d a d d tl a a d n G d a O n A L ~
U~ a a ~ 3000 P$I CONCh'ET~ a a d ~ p a e c a s a 4 a d d in ~~{I 1 ~ 1 a ~ d d 1 1 d 77 4 C Q 4 d a tl ~ i -~,,..i a a s a p a a p p a s a
_4~p .,~.i FLOW -il.+..+~ ~ fr
9" MIN.
FI` T R
~j~: 'A VI~~'i ~ FABRIC
2/3 STREAM WIDTH L THE DISTA NCE SUCH THAT POINTS A ANa B ARE OP EQUAL ELEVATION
u ~d . ~ NOTES: ~ _ t
1~ FOR 24 RCP & LARGER USE 4 ~
" r PIPE DIAMETER PLUS 12 rOR : FLOW:• f
h,~INiMUM INSIDE DIMENSION, ~~o~ LARGE ANGULAR ~
COURSE AGGREGATE ~ ROCK 7 24" X 24" CASTING WITH 1?" ~c~ ) A
1:~ & 18" PIPE, 2~ X 36 {_._SECTIQ~J MAlNTENANCE~ INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER
CASTING USED WiTM 24" PIPE ~ OR LARGER. if" PLACED WITHIN EACH ~uN~-OFD Ev~NT.
PUBLIC R W CASTING MUST BE t 1 PL,AI~ CLASS A ol* s ANTICIPATE S~UDMERGENCE AND DEP05lTION ABOVE THE CHECK aAM AND EROSION GONTRaL
TRAFFIC BEARING TYPE PER EROSION FROM wIiGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL STONE
NCDQT STANDARDS. 5'MIN. DAMAGE IMMECaIATELY. IF SIGNIF{CAN I EROSION OCCURS BETWEEN DAMS,
3) USE 4 ' ' X ~ ' ' X 8 " 0 R 4 ~ , ' X 8 , ' X i „ ~ a INSTALL. A PROTECTIVE RIPRAP L1NCR IN THAT PQRTION OF THE CHANN , EL FILTER 2:1
.6 SOLID CONCRETE BLOCK. CAST ~ I=ABRiC ~ ~ 1 REMOVE SEDIMENT ACCUMULATcD BEHIND THE DAMS AS DEEDED TO PRESENT 24" MAX.
!N PLACE OR PRECAST CONCRETE TO ME N,C.D.O.T. S ND R~~' ,SI DAMAGE TO CHANNEL VEGETATION ALLOW THE CHANNEL TO DRAIN THROUGH a~~' ~ w
25. MIN. 25' MIN. l -PT 'STREAM:, A,CCE ,ABLE. ~ M THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARIRYING SEDIMENT OVEC~ THE DAM. ADD STONES TO DAMS A5 NEEDED TO MAINTR}N
. `~CH.A~IVhJEL:~ aESiGN HEIGHT AND CRASS SECTION, ~ CU OAF 1RENCH
TOP OF BANK ~ 4) FOR STEP REQUIREMENT; SEE NOiE `rOP ~3ANK ~ ON STANDARD N0. 3G.G1 1°MIN. SECTION A ECTION A A
f ~
L.C~NGIT~JD(~JAI.~ '~ECTIQN
1
~T~ " NQTES:
3 4 r
C D9 NOT TO SCALE D~. NOT TO SCALE 1. PLACE STONE TO THE LINES AND QIMEN AND DIMENSIONS SHOWN IN THE PLAN ON
A FILTER F ABRlC FOUNDATION. 7N.

2. KEEP THE CENTER STONE SECTION ~ NATURAL GROUNa LEUEL WHERE. THE D SECTION AT LEAST 9 INCHES BELOW! IERE THE DAM ABUTS THE CHANNEL BANKS.
E~IT~
3. EXTEND STONE AT LEAST 1.5 FT BEYO~ OVE[~FLOW WA1~EF~ FROM UNDERCUTTING 3 FT BEYOND THE DITCH BANKS TO KEEP
CHANNEL. )ERCUTTING THE DAM AS IT RE---ENTERS THE
---~----.r --STANDARD METAL POSTS 2,-0" IN GROUND
,..----x. ~ , a
GALVINiZED NOTES:
HARDWAt;?D WIRE v~ASHEO STQNE PLACEfJ IN
E~1"ENp~' TO 1. 1'EMf'6RAP,Y SfL,T DITCFI TO 13E USED WHERE TpE Oi" FILL "~L4PES ]WXCEEDS 3 FEET IN VERTIt IOP OF BOX AND ALONG STREAti15 TO 1NTERGEPT FLOW AND OR DIVERT TO A CONTROLLED OUTLET. ~EET IN VERTICAL FIE,GHT GEOTEXTILE BAGS aUTLET. ~j4" STEEL PLATE W/ 3/~" HOLES
C DRILLED ~ 3 QN CENTER q A /8"
2. SILT SHALL BE REMOVED WHEN SELT DITCH 15 ONE-HALF' FULL.
~'--~--~••--~---------•-~y' 3. t}#TCH SHALL BE RECONSTRUCTED NMEN DAMAGED BY E(~UIPMENT OR CUVER~:D BY FILL. ~ a BY FILL. a s/a^ ~ ~
Db o NOTES, 7/8„~
" ~ u ~ tl ~ d C7 0g,,_ .,,M...._......--...^,...^... tai" 6 1, THIS DETAIL CAN BE USED QNLY AFTER P P s ~/a° 11/4, Se/a
r...-.-.-. ~ 4 ~ 0 \ b ROADWA" HAS BEEN PAVED. ~ E ~ 2 MIN.
a 0 ~ WAS1E MATERIAL-COMPAC :RiAL-C©MPACT, I 2. ALL STQI'~ES APdD SEDIMENT NEED TQ BE T~ 1 1 J2"
©~o ~ SEED & MULCH AFTE n ~ r~~ ( WAR. ~ o ~ S< ~ ~ CONSTRUCTitJN QF DITC 3e MULCH AFTER REMQVE:C~ FROM INLET/PfPE CTION QF DITCH l 21f_"
~ off.---,~ `!~1~~~ o ~ - , ~ J ° o p ~ ~ ~ z'-au SECTION B---B
~ ~ ~ , PIPE -~'-f
~p ~ ~ \ \ \ \ \ \ ~ • T 1~-.._ VAR. ~ \ \ \ . \ \ \ \ wA,s~ca ST~N~
/f //r a ~ ~ / / / / / \i \ ~ PLACEb IN s,_e~ p>rArE \ c~oT~xTi~~ ~A~s ~ W-T-I~-
C~ a . \ \ ,fir ~~\~j\ \ gig` --~»-1 l-~-Y--mil ~I---- ----1 I~--- mar--- •
/\/\f ,j\/ ~ j~
~a # 57 WASHED STONE PLACED 1'0 A
HEIGI~T OF 12"-1$" MIN. A60VE -'-"`I 41/2" 1 7 N b'
TOP OE 607( Y
doss s~c~~o~~,~ v1~`N VI SIN S~CTIQN A-~A
NCDOT STANDARD 24" x 24" DROP iNI.~T CAST DP INLET CASTING, NO. 840.16 (NOT INCLUDED)
~ ~
9 ~ : a ~ I
1 I TS
,~41~~~i6y~.rg,®
~~aa~c~r ~+a~~ac~ r~a~r~c scar RELEASED F'QR DA" ti~~~ QR DATE ~ ~ ~ ,
M'~ i~10 3101 JOHN HUMPHFZ'!E5 WYND RALEIGH, NC ~~652 t
~a+~ s~ ~a~ct t?a ""T" APPROVALS a~~c~ e~ ~ a~~+cTa-ot~s Q ~ ~ ~ ~ ~ ~ D9
a~~ ~ ~IDDlNG c~rra~c~ a~ s ~ca~ct ~u~er~ ~ ~ a orrra~crll-~;~ ~L y
MwF aa~e.oo.t~ aff3ce Laco#iar~s: ~ )N m ~ ~
V. N0. nt~ ~~e pAr~ cammuni ~nfr~structure txm~u~tar~ts North Carolina Gear is C4NSTRUCTlON DESC#~ii;'TION DATE tY ~ p~rai~sSMrs 3161~q~}7 South Carolina ~iarida ~m ~ d SANITARY S~~R iMPRQVEM~NTS p 3 D11
~E~1S14NS ~ECORO DwG. ~~a ~ r. w ~ t~ t~+ . ~ . ,r ~1 ~i~° " ~W~i~*`a.~
R a 9'} e
- -

~ q
~Yz ~~t~
~ ~
~ t
J z
Uo WAY
d ~ C1
w~= I ~
~ ~ r a~~

~'u~ ~ ~ ~a~ I ' 1 (PGQ SWq.)
a 6
~ anal ~ i 1' .x
~ r , ~ U t.1 I J%
W 8' Mi ~ TREE LIMB ~ A A IR Cr REMOVAL r,,/ ~ V RIA~LE SUE E 8' MAX. ~~~1~ ~V TI_~.~ ~ T t~1N.) A IR CT Y Thl NG1NEswR ~ ALE SD E EOB EE
0.'lkw~~ ~ SILT FENCE 1.5 T MIN.}
ta, > ~ ~ i KEYWAY C~ TQE 0~'
~ i SEUfhdENT CONTROL --s.- a- g" M}N SLOPE '?TONE
agQ ~ V ~ MIN. 90 GA. INTERMEDIATE WIRES ' ~ FLOW 2 t 3' MAX
LINE +MRES ~ ~ i!L FEN E RIC
p 5!L FEN E RI '18" MkN. FOR N.C.D.O.T. CL~ N AL i'0 ECO D I.C_D.O.T. CLASS 1 RIP RAP
~aa a GNE FOOT FOR EACH ~I ~~m~ INCH OF TRUNK 171AMETER z 24" MlN. FOR N.C.D,O.T, CL~ t' STRUCTURAL 22" MIN, FOR N,C,D.O.T. CL' i.C.D.O.T, CLASS 11 RIP RAP I.C.D.O.T. CLASS "B" STONE
Qw~ (G MINIMUM WIDTH) GRADE STQNE
r,.~ ~ ~ ~ } ' - } ~ ~ ~ r if'~ t I !r l ' I NorE: STURCTURAL srQNE s+~AL~ sE CLASS "s~
~ ~ ~ ~ ~ ~ DEAp TREES scRUe GRROWTH ~ ~ c>~ SHALL BE CUT FLUSH WITH ~ I STONE FOR EXRQSIQN CQNTORL PURPQSES. ~ ~
ADJACENT GRADE. NO GRUBS#NG I ~ I . Q ..~..~.._....n x -1~ SEDlMEN7 CONTROL STQNE SHALL BE NQ. 5 ~ OR N0. W7 STQNE. CREEK DfTCH ~
o ALLUWED UNDER pRIP LINE. ~ ~ a ~ 1 BED aUlc
o ~ ~ ~ f ~ ~ II RIP RAP To car~FORM ~ r© ~.xisTiNG sLaPE FILTER
~a a..~,.,...«..~.J 1 ~ ~ CLa~H .~dl~ aid. CLOTH
~a~~ _ REMOV A,LL BARRIERS UPON ~Vt~. ~ilc adlc a81c
CIJMf'LETiON OF PROJECT \ r'' ! . STEETr PqS?
~ ~ ~ ~ \J` \ ! 1 11 ~ I E tip' WovEtN ~nRE FASRir, cfLT FENCE GEgTEXTILE FA9RIC 2'
/ ~~t\`~ f/ ~ ~ POST
. / . /~,r. ~ 1. US£ SILT FENCE ONLY WHEN DRAINAGE AREA q ~ I ~ i=1CL SLgPE ~ SILT FENCE ~ mm
~ ~ GOES NOr EXCEED 1 4 ACRE AND NEVEf~ IN ~ ~ ~ ~ AREAS QF C4NCENTRAdED FL(3W ~ afTC~ cROSS~-~~c~o~ SILT i SILT FENCE
PLACE BARK h~ULC~# AT AREAS 2, ENp slLr FENCE NEEDS ~ro BE rURNE[} t1PHILL, ~ ,ti..xf; ' PARR 4~8 . ry ~ STREW PARALLEL TO
NOT PROTECTED BY BARRIER r. v, ~ GRADE Y M1J l ' ~Jf Wl STREAM AT TOP OF BANK. SEE
;S, FOR REPAID OF 51Lr FENCE FAILURES, USE TqP vlEw DETAI MIN. ggvER DETAtL/-71~
No. 57 WA5HE0 STONE. a ~ ~IOT~S; FOR ANCHOR tNHIEN slLr i G~ ~ Al,~. o ~ I OVER 5KIRT AS REQ D
FENCE Is RfrOrEC17NG CATCH BASIN. ANCNgR SKIRT As
TREES LOCATEp WITHIN TN(E STREET RIGHT OF WAY ANp THOSE iDENTiFiED !N D~AI~ OR DYENG 1"REE i~~W TREE PERMANENT SANITARY SEWER EASEMENT TO BE PROTECTEp SHAI_l. BE ESS THAN 12" D H 1-- A I R TR S pIPrECTED [3Y DNGINEER SILT FENCE
L B 4 C L PE EE PROTECTED FROM DAMAGE ANG fOR REMOVAL. THIS INCLUDES THE FOLLOWING ~?-20" DBH 2-4" CALIPER TREES sroNE oUTI_ErS SHALL aE PROV#DED Ar Ak.L t~
r. ~ - ~ TI ITlES DRIVEWAYS Lo~N LYING ~alNrs, LocArloNS c~F sroNE ~I~~ ACTIVITIES. STORM DRAINAGE, JNDERGROUND U L ~ 24-~-~g,r OBH 3-4" CALIPER TREES ' T Ti S MAY BE T' NNELEp IN THE ROOT ZONE AT A 24" ouTLErs NAVE BEEN INI3ICATED Ar MAJf3R SIpEWA~,KS, E C. UTILi E U , ~ ~ ~ ~ V ~ ~ V V ~ ____.w I w-- -
MINIMUM PROVIDING THAT PLANS ARE APPROVED SHOWING THE LOCATION 28_0» DBH 4~-4" CALIPER TREES LD'~! LYING AREAS, caNrRAcroR RE5PON5i6LE „ „ FOR LOCAl1NG AND INSTALLING gUrLErS AT
AND METHOD, ABOVE 3G DBH 5-4 CALIPER TREES rrlESE AREAS As WELT" As LDCAL LQ>.'~ LUNG SPOTS, CREEK aITCH _ BED
BARRIERS SHALL EXTEND AROUND TRUNK AS SHC1~~~N. THEY SHALL ~ TlE RETI SILT EEr` TIE RETURN SILT FENCE AS
ENCdl~PAS5 THE TREES WITH A RADIUS OF NO LESS ~'HAN ONE FOOT (1') FOR REQUIRE REQUIRED.
EVERY ONE INGN (1") OF TRUNK DIAMETER UNLESS OTHERWISE pETAILEp. DEVIATIONS FROM THIS MUST BE APPf~OVEp ON AN INp{VIpUAL BASIS BY THE
" RIN PARTMENT. ALL TREE ?ROTECTiON BARRIERS SHALL BE ROOT PRUNING: ROOT PRUNING SNAIL BE KEPT TO AN ABSOLUTE MINIMUM EN~INEE G DE ROOT PRUNING SHALL BE STARTEp WETHIN FIFTEEN DAYS AFTER THE AWARD INSTALLED PRIOR TO ANY GRADING Ot~ OTHER LAN[1 DISTURBING ACTIVITY. pF THE CONTRACT ANp SHA MP T"p WITHIN FiFT N AY FT R. 1' - B" MIN FRON7 VIEW ~}ITCiM P~A~ ~~W
Y , T RI S BSTANTIAL ENOUGH TO I.L BE CO LE t EE D S A E~ T~lEY 5HALL ~3E CONSTRUCTEp FROM AN MA E AL U TA TIN RK.
D SIGPlATE THE PROTECTED AREA ANf) PROTECT THE ROOTS> TRUNK, AND S R G WO THE CUT ES TO BE MADE NO MORE THAN 6 BEHIND THE E BACK OF THE CURB OR WFfERE DIRECTED BY ENGINEER. THE CUT SHAL CE?OWN OF THE TREE. EXAMPLE: 2x4 STANDARDS AND 1x4 RAILS; SILT L
FENCENG ETC. BE MADE TO A DEPTH OF TWO FEAT BELOW THE SOIL SURFACE. THE ' ROOTS SHALL BE GUT CLEANLY LEAVING A SMOOTH SURFACE. ALL CUT r P I. w i
fN SOME CASES PERMITS MAY BE ISSUED TQ ALLOW TE~4PCRARY (30 SURFACES OF ROOTS TWO INCHES QR LARGER #N DIAMETER 5HALL BE _...____ri_...~. ...~._.1-~..___..____. D8 NaT ~o sc~~_E
AY CESS ACROSS THE PROTECT-:.D AREA. MULCH 4" TO 6" DEEP COVERED IMMEDIATELY WITFf TREE WOUND DRESSING. ROOT PRUNING D S) AG EQUIPMENT SHALL BE KEPT APT NUR THAT R T ARE CU Wll_L BE REQUIREp IN T!-lE5E AREAS TO ACT AS A CUSHION TO PREVENT SH R O E S E OO S T D8 Na~r ~a scAC..~
. O N T STORE MATERIALS OR PARK MACHINERY IN CLEANLY AND ARE NOT BROKEN OR TORN BY DULL QR UNSIJITAB4~E x011.. COMPACTfON a O EQUIPMENT.
ANY FORT{ON OF THE PROTECTED ROt)T ZONE. PRUNING AND THENNiNG OR EXISTING TREES: ALL BRANCHES OVERHANGING
FELL DIRT NO DEEPI~R THAN TWO INCHES SHALL BE ALLCVdED WITHIN THE pRIP THE ROADWAY OR E'ASEi~ENT SHALL BE REMOVED TO A HEIGHT OF
LiNlr OF THE TREE. SEVENTEEN FEET. DEAD WOOfl AND CP,OSSED BRANCHES 5HALL BE REMOVED FROM THE TREES WITHIN THE CONTRACT AREA. THE PRUNING
SHALL BE DONE IN A MARINER WhICH PRESERVES THE NATURAL CHARACTER [N THE PROTECTED ROOT ZONE, Sl'UMPS, DEAD TREES, AND SHRUB Or= THE CROWN.
GROWTH SHALL BE CUT FLUSH CR GROUNp OUT. NO GRUBBING 15 FERTI i~"ATI
PERMITTED, L~. ON A FORMULATION OF ,~1-90-8 ANALYSIS FERTILIZER OR OTHER AS APPROVED BY THE CITY AND THE ENGINEER SrIALL ~E USEp. TREES SHALL. BE FERTILIZED WITHIN Tk~E PROTECTED ROOT ZONE AT THE RATE OF 6
REMOVE ALL. BARRIERS UP~?N COMPLETION OF PROJECT AND FILL THE HOLES, LBS. NITROGEN PER 3000 5F, SOURCE OF NITROGEN SMALL BE NO LESS THAN
50% UREA FORMALpEHYDE (SLOW RELEASE LOW SALT INGEX). THIS LIQUID
TREES THAT DIE AS A RESULT OF T~if:: CONTRACTOR'S NEGLIGENCE TO THESE FERTILIZER i5 USED WdTH A TREE FEEDING NEEDLE. AN EQUIVALENT DOSAGE SPECIFICATIONS 5HALL BE REMOVED A.ND REPLACED UNDER THE DIRECTION SHALL BE APPLIED USING THE SAME PATTERN CF HOLE.
OF THE CITY AND APPLICABLE CITY STANDARDS.
I ~ ~ w---5 FT to
NC)T TO SCALE 1.5 FT
1800 CU FT/ACRE Q 12" ~ 2 5 FT
o~~
1. USE I"OR DRAINAGE AREAS ~ 0 c~ NOT ExCEEDiNG u (FIVE} ACRES, opa C>
Na- T~~'~-C, EART!-1 BERM SFIAL! BE STAB{LIZED w SEEDMNG / ACCORDING TO TRIANGLE SPEGIFICA T IONS. ~R Qs~ ~Et~ ~I QN FILTER
~r FABRIC
MIN, NOTE: CONTRACTOR RESPONSIBLE FOR REMOVAL 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. AND REPI.AGEMENT OF' TEMPORARY URAVEL OVERFILL 6"
CONSTRUCTION ENTRANCE `uVNEN WORK DESIGN FOR SETTLEMENT
DICTATES THAT ENTRANCE BE DISTURBED SETTI-Ep TOP 21 1' FREEBOARp FOR SEWER REALIGNMENT, REPLACEMENT, MIN r
ETt~. I ~ ! .~I .ICI l l~l! 1-11
T MIN. o° N I i - ~a oa o .j il~
1.5 ~'T _E ~ _ C~'o x ~ I I o
`i I ~o oO~'~ Ivry- 2;1 I = o o ~I I Mn ~ ~T II II-Il n,~,-s~ ~.:...-,0~ Ott ._III tTl .I 1:--= 2:1 SIDE qt ()PP
KIN tfHh' NLI~I.tMtN i 'e'
1. EAChI REP--RAP PLACEMENT SHALL BE BEADED IN EITHER A 6» BED OF ~ ~4 c:a C7 , a~' .~I
WASHED STONE OL A NON-BiODEGRAQABLE FILTER FABRIC. TI-Ii5 COST SHALL SE INCLUDED #N THE COST OF PLAt;ING RIP-RAP. ~ i o~ -WI' ~:1 SIDE SLOE Q F LTER o ~ ~ ~A~~ic F II a~,~,©~, i~ . SIDE SLOPE NATURAL
r LI SE GCREJ, E G ROUND D
2. WNEN USING CLtiSS H RIPRAP THE MINIMUM THICKNESS t~f~ THE RIR--RAC LAYER SHALL BE 72". STONE SIZE - 2"-~3" - Y o n
n ~ f
2. WNEN USiNC CLASS i RIPRAP THE MINIMUM THICKNESS OF THE RIP-RAP LAYER SHALL BE 34. ~~AINTENAP~CE ~ - 0
~ INSPECT 7EIvfPCIRARY SEDIf~fENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDEME ~ ~ gIMEN5IQNS WHEN THE SEDIMENT HAS AGCUf~IULA7Eil TO ONE»~HALF THE DESIGN DEPTH OF THE TRAP, REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL OF THE TRAP, PLACE THE SEDIMENT THAT IS REMOVED IN
RIP-RAP SHALL EKTEND UP TO THE TOP OF THE BANKS AND BELOW THE CNANNEt_ BOTTOM AT LEAST 2?" FOR CLASS #I AND 14" FOR CLASS i. A QESiGNATED DISPOSAL AREA ANC1 REPLACE THE CONTAMINATE? WART OF THE GRAVEL FP,CENG. r FACING.
CHECK TWE STRUCTURE Ft'R DAMAGE FROM EROSION OR PiPlNG. PERlODiCALLY CHECK THE f3EPTH OF 1 CF i.5 FT RELQY'1 THE LCW POINT OF T#~iF EM$ANKMENT. IMMEDIATELY FILL APIY SETTLEMENT OF Tf•IE Eb THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM 'MENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
5. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEEQ 2.0' I"10RIZONTAir TO 1.0' VERT1CAL, GRADE. ANY RiP RAP DISPLACED FROM THE Sp#LL'NAY MUST BE REPLACED ItiAMEpiATELY. a Y.
~i STABILIZE 7NE EMBANKMENT` ANC} ALL DISTURBED AREAS A84VE THE SEDMMENT P£tOL AND DOWNSTREAM r CONSTRUCTION' W#Tl'! SEEDING. yD DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
5. WNEN A WELL OEFINCD QRAINAGE CHANNEL CROSSES THE CONSTRUCTION AREA, CROSSING SHALL BE MADE AS QUICKLY AND WITH AS LITTLE ~ P ~ Q 'a~' TYPE DRAINAGE AREAAREA XX-DlMENSIQN Y-DIMENSION 7R~p pC±~(~~}~~;~ APPR
DAN#AGE AS POSBIBLE, REI~RIREO IMMEDIATELY, STABlL1ZED, { A r7J 25 ACRE 4 FEET 6 FEET 24 FEET LONG, $ FEET W{DE, MENSIO:° APPR XIMATE) 8 FEET WIDE, 3.5 FEET DEEP
GLASSED, ANO MIJLCNEQ. AFTER'~+fARQS, RIPRAP MAY BE REQUIRED IN TF6E CHANNEL ACROSS THE ACTUAL CONSTRUCTION AREA. THESE W4LL G 4 B 25 ACRES 4 FEET 8 , EET 36 f EET LONG, 17. FEEL WIDE, 12 FEET WIDE, 3.5 FEET DEEP
BE EvALUATEQ 6Ni71VIaUAI_LY BE THE ENGINEER. C .5 ACRES 4 FEET 8 FEET 45 FEET l4NG, 15 FEET "MDE, 15 FEET WIDE, 3.5 FEET DEEP
7. STONE FOP, TEMPORARY CREEK CROSSINGS SNAIL BE THE SAME SfZE AS Q f ACRE 4 FEET $ FEET 73 FEET LONG, 21 FEET WiOE, 21 FEET WIDE, 3.5 FEET DEEP
NOTEQ FOR THE PERMANENT EROSION CONTROL TO BE LEFT IN PLACE. ONCE= THE AREA f;3ELOW THE CREEK CROSSING IS SEEQEQ AND MULCHEQ, E 2 ACRES 5 FEET 9 FEET 90 FEET` LONG, 30 FEET WIDE, > 30 FEET WIDE, 3.5 FEET DEEP
THE CONTRACTOf~ CAN REMOVE THE TEMPORARY CREEK CROSSING AND
USE THE STONE FOR THE PERMANENT CHANNEL STABILISATION. t TRAP-
S. ALL SEDIMENT COPT TROL MEASURES AND REGRJG.ATIONS SHALI. CONFORM _ , 8 Not To ScA~.E
TO THE LATEST STANQARQS OF THE NC SEQIMENTATION POLLUT10N i CONTROL ACT, ? ' 1
d~ NOT TO SGA ~_________~.._.__~___w_.~..~.. l.E
Q~
~'ttitttlptit~i
~~c~cr ~a~nr~~ n~Aw~~s scnl.~ RELEASED FOR ~A1 ~ 3101 JOHN H#JMPNRfES WYIJD R~~ tt
rs RALEIGH, NC 27fi12 ~aaw~ ~t>,~cr anr~ APPROVALS arm a,~® ~g r' (}NTRACT ii - 07fi5 ~ ~s~' a
~;uH ~ (919 7'82--049 1 !44 v. ~ Ra r y w~.... ~ ~ D8
APt~ip~tf ~Y PRaJ£GT Ht1M6~t BlDf11NG TRA~1 N{WF 4Q358.(1D.RA OffiCB Laaatians: TRAP: 11- T i~ltl5 r P
Nr,~r» I~.or uArrw corrtrnuni infr~~#ru~~r~ cc~r~~~lt;~r~ts Nmr~h Garalina OeQr Ira 0O~57t'tUGTI>DN REV, h~0. DESCRlPTlON DATE #Y 9 a t~ ~ YY fl ~ ~U IY! ~ SANITAR SEE !M R E ENTS
a~ral~s sirs 3!8l~D7 South Cara}Ina F'larida ~EVISi~NS RECaRD Dw~. 4 ~ ~4,{ ,~pr~y,~6~ °°w
" ~ ~ ~ r,
Y
-

in ~
x !-yi~-~,
Lti. ~
~H^d
F~- ~ ZUI~
W W
~W~
3~ 4!l ~ r..ni
k I iV J
- .,._.._..__m,,.
4~7 ~ n ~a.:cn _ ~ + E`" 'm Ir~ ~ l--~, I r ~fiTH THE FROSIC~N ~;ONTRGL - ~ ~ I N ccl~~-~~~~,,Iw a~ ~ ~ v
I~~ A PREca~~s~R~~~a c I - ~1A GFFiCE GF THE NGRTH CA~OL,NA ~ Nk . TaN SA.~FM REGIGI - ~ - ~
~ ~cTO~r~aMTHE~N~ ~ - II~~E ~ f~ ~ , 1 . I" ~`~..JN ~ ~ ~ I ~R NCDENNR r TELFPNGf~~IE _ ~ AL; H AND NATt,RAL ~~,t, C ~ 1 f ~ t i ~ ~~I\~1V 7 i~ C''r1~ r.. I i ~P r-~ • C - ~ J, _ I 1 1 l~ ~ v~f, I ~ ~ n ~ ~ . ~ f~ ~ t ~ _ Y , _ . ~ ~ v l.. t l ~ ~ ~ . A , , __---m ~
F ENVIROI~;~,E(~T> HE ~co~oa DEPARTMENT 0 ~ ~ _ INEER'S RE~'RE~E NTAT?VE. EC0106 _
~ ~ ~ ~ ~ 7"1 ~~Da ~N~. Tr1L LNG C} ~ NU,,~~ER r (~bJ
w ~ 1 . ~ ~ ~ ~ioN cai\T>~aL MEASURES sf-~aW4~ alp ~ ON.~TRUC1'ION iN~TALu SRO ;;eec~iin Mixture t~~;r~ ~ f ~ ~ d i r~l '1'l i X ~ i~ t~°
EFCr~E INlTIATICN 0. C , ~ ~ ~ l~ ~ r~R Rc.SuLTiNG FROM ! hE c ~ - I D P,Y TF-{E NCDFHN.. INSP~.C ,,Pv~~e~, r ~ ~ , Rote (1h/ogre, c Ra~~e Eb ~ocr~ .~pec~.es ~ ~ J
ANS ~'~ND ANY REQUL~ E THE F'L ~ ~ ~ , ~ ~ nc TG ~N~ IALL THE D~..~I~,ES. ~H~ ; ,t~ ARiI'JG AREA, DEEDED ~~w UCTIGN HEFTING, E ~•y ~12G' German millAt `~0
~ ~ ~ ~ ~ ~ D A,FTFR I H~ 1 C~~I~ICFi ~3A~KF Il_~ LS m r , ~ a~. ~ ~ ~ SHOV+~~N ~R~., f 0 BE ?N~; AL4..E Anriuol ~esnede~a ~I~; Cr~wCK uA~~~ .~r ~ sn~;deza (Kobe in Pieclrnont 5D r
?NSTALLED DA?LY A~ '~UORK PROGRE~SL~. MU.a ~E u;~~d Coatol Plain, CO~~iPLE QED. THESE tol Plain, Korean in Mountains) In the Piodrnont sand IViarankains, a srr~ol{--stemmed Sudangrass r;~ay be
x~c,~ " c ~ ~ ~ ~ _I ~ rJmit annual 1es~a~~deza w~ substituted ai a rate of ~0 fb/rcre. ,~~deza when durcat;<7r1, of temparory covar i~~ riot to extend ~p
~ r AWING ~r~D ~TRJ~, II~RE i._OGAI.ON~ ~ ~ ~ TAfLS ARE SHO~JN Oil ,HE DR EF~o~~a~ coNTr~oL DE 3 t~eyond ~~ur~e.
F!~vFC ?N THE. PL~,fv VIFN ARC. DE ~a ~C'~~i11 ~~fie~
~~y ~ ~ ~ ~eeC~InC C~~te~~ Mountains - I~iay 15-._Aua. 1~
~ _ E i~ O~~;RAC;OR S RES. ONS?~1LT>'. ~ ~ ~ CONTROL D~.1,ICF~ T~+~. C HAfN!t~NANCE O(- FRO.~IO~ , 4. i r ~r~ ~ IV~Ot,iritatns _ Above 7,~.~0 i~ -Au 15 Pieclrnon~ ,gay 1 g. ~bova 7~,G0 ft: i=eL~. 1a-~iv~ay P{rain - r1 r. 15-Au~. Coa~ ~a! fJ ~
~~a ~ ~ ~ ~ G FrJR DAMAGE ANfJ R~PAlRS t DE~I?CE~ .~nA~_L ~E ~N~P~u I E n R A,~H PAIN ,,TCRM THE Ar TF ~ F'e;~~ ~.~aa i ~io~~~ ~5G0 'Ft: Feb. 1--~~1ay 1
~'Eµ!ALL DF REMOVED lHPr9EDIATEDLY AND i--ivla' ~ ANY S?LT A,CCUMULA lfON ~ (;~dmont uan ~ { iv1ADE A~ NEEDED. gyn. i---Iv1ay 1
Coastal Pain Dec.1-- ~ P ~OPERL ( DISPOSED OF. z~ ~ ~ vaa.1--Api-. "1 ~ r ,~GI~ c~fYl2i 1C~~~~1~4"
!I w recammendatians of sail tests or apply 2,OG0 ib/acre ground ~o a aaricultura! limestol~~e and 75G (b~~acre ?0-1U-~z0 fertilizer.
~ ~ , A 1NG !S C~GHPLE;ED A~.CNG Al..~.. a~~ ~ ~ l URDED AR~,~.. AS GR D ~ m ~ ' i ~ ED Af~D HULCH Dl > RF,,F ~o~l ,~~,+~riclm~r s Ii1 ~ Ci ~ S
~ ~ ' ~ D OR OTHERWISE STABIL;~.ED , L~ AR~.AS ,BUST ~E G~C~ETA c R~ CTI()N. ALL DI~;UR~E Fol~r~w recomn~ertdat;ons t,G~JST, J -r~ • ns of soil teats ar a_ I~ 2,G00 Ib~acre ground agricultural tertdat~o pp ~
+ " ~ RACTOR SHALL UT;LI~E ,HE 'm ne and 7'i;~ 1b ac t ~ Rf~FD. Cf E CON T I; e~ a / ~ : AYE AF ! ER ~LiNG D(~TU WiT?~41~ i 5 ~i IRKING D 7'i;~ ll~~acre 3t,--~0-1Q fertiVi7t~r, E.,11 n
c~ ~ ~ r a1,~ THE DRA'~>~IN G`~7 AS FOLL r,WS: ~ ~ 7 HULC,HING SCH~.DULE.~ ~EFD1i~,G ANC. A 4 000 Ib/acre stravy~. anchor stra4v by tacking vdith asphalt, netrting or ;s mulch ar,cn©r~ng toa{. ~ ct!s(<. with blade. seE near!}
~ Mi~ilch strai ht can be used us an anchcaring taol, r ~ kCin ~r;ith as h~~lt, nefitin~~ or a 9
t ~ THIN AN EXiS I INt~ DIT€~H LINE, ! HE ~ EV~>,=R LINE IS LOCATED 4rl r+, Ira acre s~rc A. W~,ER+_.. THE S A,~O~ / > ccre straw, Anc~ gar strav~ by tac g p g
~ c~c,~. II QED Cr~A,NNE~.S ,,HA~..L ~E ~.rSD, muicl~ ancharinc~ tr~o1. ~ I t,r"i~..DUL~ [-OR ~RA~ ~ L `v_~_.~.~ ~ , RERMAI~ENT ~EED~NG ~ a mulch anchrring too!, n tr~o1. dis(~ '~vith blades set nearEy straight c~~n be usad as g gyring toa!•
~r ~ EFDING `SCHEDULE ~ MIXTURE #`?M Refertiiize if orov~th is not fully ader,~uce. Reseed, fertilize and mulch { a
~n c ~ - CATION. .NE E'ERMANEN 1 5 r~. r~R ,ALL OTH~R LO imE"i'lO'dlCltel~~ folEowinq erosion or other damage.
A~.L BE U`~ED, i~~~~inten~~r~Ce ~H f~efertili?e if growth is n~ 2 rowth is not full adec}uate. Re.leed, referti6ize and rr~ula~h im-
1 ~ O~TRACTOR IS f~lOT PER~~iT-QED T(:~ r~wdiatel ~ follo+~aing erosi~ I Y >vain~ erc"sian ar othr~r damage.
~ ~ S!I~,G 15 F ROPGSED, Tl E C ~ _ y C. UNLE..~S .~TREA(v1 CROS ~ - t ~ ~ F _ UIPi~EN T. PLEASE NOTE THAT ~IE~-ilCl.C ~E~ PIEuC 0 CQ
ROSS ANY ~ fREANI UVITr ~ A.NY C ~ , ~ ~ ~ ~ A ;REAM CF~GSS1(v~. iF A S,REAM ~ ~l N IS NO ~ „ON...IDFr~ED S
~ -RAP CLANK ,,TADIL~ZA 0 R,P , i- ~ E A SACK A~,D v~ ~ APPROACH. CaNTRAOTOR MUS ~ US
SSING ;~aT Sl-SOWN, CRG
r - ~ - ~;RFAS ,AND A5 DfREC~ED DY 1~HE ~ i A,IL~~..AT(a>\, OF D+S1 U~,~LD
7. A~ T~..R ~,aM+ LETE ~ - ~ ~ . ~ +N TRaL DEvIcES ~ROi',~ THE siTE. f~ R R-~MGUF ~RG.~~ON CC
E.NG~ f~E ,
, l~ ~C 1 1 4~ l ~ l i ~ ~ _ i ~ ~ ~ ~ v ,
~ ~J ~ r~; ~ ~ ~ 2 _ 1 ~ 7 N~ ~
~ ~ ~ I C7. 1 _ ~ ~ i T TO `~CAL.E NC
Ia~T ~o SCAL.E D~
k
cmj
I ~J w_. ~ ~ i~ , ~ _ _ M /i - ~--Y- -----2„~_5„ cm- 1 2.5crn) f / f 15 ~cM)
D~WATEf~ING I (5cm-12.5cm) CaNGRET~ ~l.OCK
,....~..,.._.u.~----~ ~ {r .~,~~L r
c~ ~~l T tlt., !I N SpEc.,lf ICA1'1JN,~ w k15 cm)
Seedi;~~ Hixture Y W U y W W a ~ Y 1 y I ,H CIDE OF- THE STRUCTuF;E ~ •a ' ~ d w a ~ d . W W w v y .y ~ .w ~ v 3
~ eCles Rate (1bj acre p c s T ~ F2 W T ~L.l~Uvr' POOL _..w,..._, a as ~ ~ ~ $ ~ w W ~ ~ ~ ~ ~ ~ w ~ ald 11.., ~iDE 11`, 1 f~~~,E BO , TO f~ C~ ~ n /
TaI) fescue (^~~AINAGE, THE. rCUI~fDA110N SHal1L0 ~E E~1~AVATED ~ ~ , o ~ r-, ~ . ~ ~ ~ ; u `rl .5T l~f~ I~IC .'ti ~ VriiVi , 0~ ~ p r^o r~^-, r-~ rr
CI"~4Vn VetCl•1 ~ I~ A ~ C" ~ f- AT LE.ASC Z INCNE~ REl.O ~ THE „ E 7'p~ ~ T I .PLACE THE ~OTTOi~ ROW 0~ SUOCKS AGAiN~T a , URA N
~ U L. a , >CN.~ .a I ~ G E , deza Y can ~ ~ ~ nor THE EDGE 0~ 1'HE ~TQf2Pti~ DRAIN E4F~ LATERAL SU~JF'a;:?T ...w, oo wr arw ourwa swrw ww~? Q
~coroe~~ Redtop 'n r AV 1U '4rVASHOUTS WE-rEN OvERFLC~W at,(.UCS~w`•,.__e' p ° ~ a ~ , r r•,~ " ~ F( T Su(:SS~.-~.1kN1" ~~°p ~ Q / \ ~ l~ NE ~c}~_~~, ~ ~.a . ~~a~_ 4u~F a r a Q ~ ~j ~ . ~ ry~ ~ (7.5cm,
~,a~~~s s r ~~_AC~~r~G ~ y ~ ~.acD sTUD.~ HROUG ~ ~ ~a
~eedin(~,~ note k G J ~eeC~in mixt~r,., ti~ute 2Q I'?/a.,re s~ricea fea ede~a ~LacK a~~NING a n 0 a ~ _ r~ ./ry. ~Ar~EF, ~~.LY i",1 HARL~tN,4f~E GL-a:ri Oil C0~ ~ ~
I ~ occas~ori^ 1 moti~ving is cie.~ired, aub.~ t , Pries Rate (IbJacr~e} l « ~ ITH .I (NcH or~ENINGS avE ~ AL1_ ai~,E 1~~sf-~ r~ , ~ c~ 7 ~
1< PdlNC>5 T~~ riaLD t~R/~ EL ~ ~ ' ~
R ~ (rain'} ~ 20 Y 9 purse i~~nts P 3. usE C,~EAN GRA~1kl, ~ ~ T a 1 /?-lNGH IN ~ _ r ~ 1
A 1 odd 1 iC~ /acre German ;-nille~k or 1 ~ It~,~ocre between ~;1oy 1 and ug , o ` 1 or after Au . 1 add ~0 ;b acre r~ e grain}, DIA:I~iETF.:R, FL,ACECJ INCNES ~LLO~N THE MGR - ~ ~
r;cs to ~~a ~ 1 5.~danrrass. P y g Seedln gates - OF THE ELaC~: Jig A _.1 SLO. E D w, ~ " ~ r. `~7 1NASNE:D ` : i S1.Ut'E. C~f2AVEL F 1L T ER 5~~1aa 3,-I ~T TO AN E , ~_N GK,1DE. DQ ~ 2
" Nlounta;r}s w.. Aug. lu- Df:C. 15 cT~JNE #S RrrCC~~9Ef~JC7k~U.
P+ain and F'ie~arnor~t -Aug. 15--per, 30 Coas{a Se~dln C~t~teS
Best Possi"ole ~ n"~ e r'~ ~ s pel G g WIRE SCREEN i, PREPAPE `WOIL [3S;;OP~ (NSrALLiNG L3LANKETS, lt~}CLUDING AMY NECESSAf~Y APPI~ICATiaN OF L,IM NEOTir: UJ;-iEN ~JSING CFi.! --~7-SEuD DC ~(7T SEED ~'n~PAR~Ci ARA. ~cLl.-a-S~=rD MU51' ~C CATION O LIME, F=ERTILIZER, AND SEE0. _ED MUST BE INSTALLED WITH PAPER SIDE DOWN.
~w iSJU ft.: Au 1~_."~ept. 1 .iuiy ~.`~~'~-Seiat. 1~ JO~I ~~Ylend rr~ 1~l ~ ~0 I Mr~r. 1 _.,~1~r. 3 hl,.~r, ~ ~ 01 TEP~PCRARY SI.t~I~~1EPdT ~ nl~E 7~~{ i nF` 1' A,Ntwi~OR1NG THE 81,ANKET IN A 6" {15cmj DEEP 6" ~ 1 , .y. ( 13E,.V VfV ,1-!~ 1a1~ lA~ II"1~ 5....`! fem. :J i'. T C DEEP X 6" (15cm) WIDE TRENCH PE PORTION OF THE TRENCH. ANCHOR THE'
~,is or a.t i 2,C~OG Ib/acre ground agr;cult~ara, (;rne- Follaw soil ter C Y c:re 10-1~-10 f~rt~?;2e1 ~ r ~ . C' ~ i~ !~ODL~--~'-`7 i ~ D~_Vb~t~~~lf`~G 4~ITH i~PPRQXi~ri,ATiw(.Y 12" ~30crnj 0~ BIAP~ICE~ EXTcPdC~,D IaEYOND T!-fE UP-SLOPc POR,1G BLANKET 1tiiTN A RQtN UP ::~TAPLES~STAKES APpROK1MATc;LY 12" (3Ocm) APART IN THE BCI~TOI IN THE BOTTOM OF THE TRENCH.
stone C~nr. 1,x'00 ib~a t,--Au . 15 ,1uly ,,~-Auc~. ,3~~ Above 2500 ft. Ju ~ g ~~i~r. ~0-~Aor. ZC? ~1ar. --i~iay 1`~ _ _ _ o • • . ' . BAC~CrILL A1~~D CGMPACT T i-1E Ti?EPdOH AFTER STAPLI~lC,, APPLY StCD TO '~.OP~IPAGTEO SOIL AN . ' ~ ~ r. E: ~ f s~cuRE sL~NK~r ovER cap _,..a . ~ anr~rinn~ n~ ~~~h.,~FT RA('K ~~lF;; SrED AND-CO~J~PAG1ED ~OL, ACTED SOIL ANL; FOLD RFMAINING 12" (30crn) CET OVER COMPACTED SOIL WITH A ROW OF
(it .r, ` vi.~i a yr .y, _ II ~ ~ 6~ STAPL~SfSTAKPS SPAGED APPPaX1NA~'~LY 92" (3Qcm) APART ACROSS THP WIDTH Or N~, L~ H OF THE BLANKET.
'n }h~ f~li ar~d start later in s ring an north and Mulch Gam lete seedtn ear(~er ~ ~ ~ , p ~ ~ 1' MlN, ~~o : ~ ~ ~ ~ ~ f"~E SLOPE. BLANI{ETS MALL py 5~0 RG~L THE BLANKETS tA.) D0~'J~.1 OR (B.) HORiZONTaLLY ACROSS T 3LANKETS 1011L.L UNROLL WITH APPROPRIATE SIDE SOIL SURFACE BY PLACING STAPLES/STAKES
r ~trav~~~. Anchor straw by tacking +niEh asphalt, ''n sloes. App,y 4,0(~O ib/ace east foci g AGAINST THE SOIL SURFACE. ,ALL BlAPJKETS MIiST BE SECURELY FASTENED TD SOIL SURrAC'~. ~ _ "0`~`~`, ~ ~ IP! APPROPRIATE LOCA11ONS AS SHONJN iN THE STAPLE !-'A.T7ER€\f Gi11DE, tNHEN USINU OP'fIOP w b~ • USING OPTIONAL DIOT SYS EM ~ STAPLES/STAKES
~ ar;chcrin tao!, disk v~nth blades set nearly nettang or a mule 9 ~ an be 4~sed as a r~ulc~ anchoring total. ,.traight c h~ k' ~ `1 ORRFSPC1NLiIfVG TO THE APPRQ I , ~I E I~~I I ICE i I~ : ~ ' . sHOULO e~ P~.ac~o T;~~outar! ~Aul~ o, THE co~o~~~ ~oT~ c ~(~I I f ! i~l i=V ~ ~ i j 1 (l 1 ~ 'T5 MUST PE STAPi_ED t~JITN APPRC1Y,l~ATEI<Y 2."~ 5'" (5c~r.~-1 ? FO THE APPROPRIATE STAPLE. PATTERN. (5crr--12.5cm) OVERLAP DEPENDING
Oil Orl`l ~'r1C~fl'l~i~ tS IE 1 ~ _ ~ r- Pr?RALLE_ BL>anKL . ,"i f= I.-- 4. THE EDGES Q ~ R i i - T P A THE EDvE, dF THE pVERL~ ~ I--~~ I ~-~--I I f~11 I~ I I I-.11.E--•. n ;~,~~1 nP4. ro eNSUI~~ ~ ~oP;»~ seghh A~IC~.I~~N ~ c>* 3F THE OVERLAPPING BLANKET (BLANKET BEING
mrr~endation~ of sail tests, ar apply x,000 Ib~acre groGmd agriata!~-- Folloar recd ~ I~ ~ ~ ~ ° ~ t ~ Arr~ sTiTC~'" oN ThE PREVI(JUSLY INSTALLED ! I e ~~I E 1-f l_i =11 ~ ~ f i.. ins f ALL~~ oN TOP LvEN tJl ~ ~ , ~ H~ coLURE~ sE ) sEaI~E~ T ' i-~;l I i=mil II I°~ ~ ; ~ r~ ~ T ~ PLacED END oti~ER (sr~iNc Y INSTALLED BLANKET. R END (SHINGLE STYLE) WITH AN APPROXIMATE
~~ai~~~r~anG~ turaf limestone and 1,000 I~~~'acre 5~~-"I4~-~10 Fertilizer. ~-°:I a ~ 5. CONSECUTIbE 13L~,NKETS SPLlCEG DOWN THE SLOPE MJS B p , ' APPED AREA APPRGhIMATCLY 12" (3Gcr+~} AP. • , ~ ' : 3" (7.5crr) OVERLAP. STA. LE ~HI~OUGH CVERL > 2" (30cm) APART ACROSS ENTIRE
~ ilize ~dama ed areas irnmediateiy. Topdress uvith Repair ancf revert g ~ cre of nitro~.e+~~ in ~~arch. if it is necessary t© ex~sna 50 Ib~a Bi.RNKET w'IDTH.
una 15 over'seed U~~ith 5G Ib/acre Kobe temporary cover beyond J iMul~,n
~ lain ar Korean ~I~our,tains) lespedeza Piedmont ana Coastrl P } t ~ rz ~ r in straw or e ui~~aient caner df anoth~:r suitable 00~ Ib ecru a q ~ h,0a0 , z ~ g
r ar 2nri P~(arch. Y ~ ~ t ~ ~,rttin , gate , ebrua y Y m (chin material. finchor mulch by tack~n~ with as~.hal~, roving or , g u g NOTE: * SE SOIL CONDITIONS, THE USE 0~' $T,APLE GR STA}CE LENGTH5 GREA>"ER THAN 6" ('I' IN Lao THAN 6" (15cm) MAY BE NECESSARY TO
Nettie is the preferred anc,~~arinq rnet~c~d can steep sl~7pes. 9 PROPERLY! SECURE THE BLANKETS.
i~C~I~It~E`1t~~iG~
not mow crown vetrh. RefertifizP in the second year unless gr~~~at~th is Coo f' i1~ ade uate. ~teseed, fertilize anrJ mulal~~ damaged cjre~~s ir7~me~lia~ei}~~~ ay g
A ~ ~ ~U
r D ,l NOT TO SG~I.E -r ' ~ ~ ,f '
V' l r ,r ~ ~ ~ ,,a G 11, ~J f i 1..~ J ~ TH-JUTIE- MATTING
~ ~--I - k l i T ~ ~ C~ I ~ ~ l.~ ~ f ? i 1.._ ~ J , i ~ ..1 i t ~ ...._,..M . ~ ~ ~ ~ r C ~ ~ o sca~~ f _ .~_._._,r~.~....._W.~...~,~ fJ~T i r ~ , w~__..._._......~.. ~ ~ - ~ ~1GT TO SCALE
D7
~~~r~~~~it~~r , r,~~
AS~p 1"QR ~~L~ ~~oJ~~r MAtdAGER ~RA~lwc sc,a~ 3101 Jaf~N hEUMPHRIE5 wY(V0 e+ C ~a ~o~ aA~r~ ~ y ,
STS iGH NG 27612 r ~ - RALE APPR4VAL5 0~" ~s~ ~ , ~ a pNTE2i`,CT 11- 07105 ~e'` ~ ~
{ pPAWN sr F'C~f~JECr t~A~ X319 762--0495 ~ ~ ~ ~ OAITF2ACT 11-085 ~ ?
AMH 111Q4 BIDnINC APIaRpVED BY PROJECT NUMBER w ~ ~ ~ p ~j~^A~ p~ D 1 7
O~£IGG L0CC1tI0l1S: BtiwF 40358.04.RA OgNS~'RUCTION ~ ~ ~I't~VGIVi~I~I~~ Y S~W~R IM ucri~~ 7 ~ ~ANITA~ d
i !t'1fCc~~~S"t,lC'~t,lt'~ COtlSktlt~~#tS NOrth Carglina Ge0rgia i~Ah4E p4,4r DATE crsrrtm~~ ty p~SCR11~~1QN ©AT~ South Caralinp ~`loricia ~~v. n~rAizs sirs ar~lzom ~cal7n nwc. /y ~,p X64 ~~~it~,a. aa"~~'
~EVISI~NS ~a~C'~. ~a ~1 0 }~'yy' ~ P V G.'. M A~~ ~2~+ b@~ •
®g3$ St ~"@
~ -

fA Q

C3 ~ k.
~~Z ~}..d
V!
-vo 51 SLDP~S FDR VARIABLE
~x~ 6" 24" 5UR~R ELEVA~IUN RATS
w~~ ~I ~/z" ~x~ANSEo~a 1"C~R STANDARD ~ 6
P ~o~ F ' ' RIW I-r HORIZONTAL PO51TfON OF " ,IOiN7 CURB AND GU~'I~R '
~ ~ , D.S ~ AN(,~. ROM BACK 01" A ~ • a~ }O~Q„ 6
CURS r0 R/W LINE SACK EDGE OF SIDEWALK yy~.~ Yy., wv 1, ++mwi ~ D a~b 0. ~ d 9 U "
~a~ 12.5 FT, OR LESS a.5' FROM BACK OF CURB r_ V a o o ~ ~ -0
~ ~ a ~ - - l r waQ~ MORE THAN 1G.5 FT. FOUR (4) FEET FRJM R /W UNE ~MM " .i b a Q U U A O a D 0 tl tl q
~~ZfL E .na .aa 1/2" EXPANSION 70 - 0 JOINT
W E....~,....~.. RAW q 1s Kid ~'r•,,.
~V7 ry~ '`a.,
a~ ~~i ti~ jam: r °-V~l ~ a ~
~ ,~i /
CC C) W a1 ~ ~ i i 1 ~ / / ~ ~
` / / / / ~ 1 r - .UIJ iS ^~Y1a i1~'r7Gla 1 1.._. G A ~ "r ACE OF CURS
w- ~ f EXP. JOIP,T f ryryIIyy A a d AA eVL Q T•-- 0', R l 2"
~i` / ,ExP. JOiNI' DUMMY JO{~Nr ~ ~ ~ ~ ~ ~ID~1hALK ( o~U / i` • a .d a ~ ,4~ a ^ g a
/ ~ ~ s ~ , TYP. .G..... ° ° ° ~ ~G y, d 4 A c 7„ 30"
w r ~I; " ~ ) 1 TYP. (TYP. ~ 2 EXPA 1 N I T' o~~' ti, r,,'` ~ / NSO JON { ) ) r. l; i .09 SLCI~fw~3/~." /
1 / i VY VL r,r ~y a 1
/ GRAaS AREA ~ _ r .s, DRIVEWAY APRON ~ 2'--6"
.o ; , / 20 ~iN {SEE NOTE 9., n° SEE NOTE 7. { ) MONOLCrH1C POGR ...m._.__ G' _ ~.......~~._.......w
"~w (SEE NOTE F3.) C 1R .04 .t~ 2. 30" ROLLED T`(~E GUT3ER A B C;
{5EE NOTE b.} _ ~ SEE SIDEt~lALK ACCESS GUTTER 1 "2" EXPANSION JOINT C
RAMP DETAIL c~~~a~ .OQ
1 f 2" EXPANSION JOINT A w.. FACE ~JF CU;;;S .E~4 ,ti4
DUMMY #3ACK OF C' f~ I _.._._.._~...r ~ OF C' >
JOINT .Qa _
MAX. SLOPE 1/q° 'I' c ~ .p6 / G d LIP OF BUTT R O!"' GUTTcR'
SI -WA 1/2„ EXf'AN,,ION ,)O.r ~ 6 DC LK ----T ~~w a n a , n Q
JOI VAR. 5' TYP.1 ----m--a-I,-----VAR. UP rO 25' MAX ry A n. G R. p .Qp ~ a-0 w V Q " u ~ i7 4r
GUTTER 6' ~ { , {sEE NOTE * a
1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED Va"MERE SECTION A-A CURB & GUTTER EXISTS, THE CURB & GUTTER SHALL
BE REMOVED AND Ti•1E DRIVEWAY SHALL BE A MONOLITHIC POUR NC??~~: f' VALLEY t !i'~ ~V~f~ / r~~~ V ~FS.
USING 3000 PSI, UiAX. 4" SLUMP CONCRETE, 7, '1 i
2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. ~ r0' ~E.~Y,IM(1Nf ~~1w~~,~EE~J ~C~1~'S7RUG~TEON JDINiS. ~ ~S' M~A~'f1M~iM ~ETWEEIV CONSTC'UC"~t N J~}IN i ~2" °Q' q „ ~ o " „ V ~.1 ,.a b a p r, t~ a a a- ~ t Q QI\ ~ .10" 0€2
1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL SE LOCATED AT NOT MORE THAN 40' 7. FROM THE END OF A STREET CURS RADIUS ro THE SEGINNIPJG ~ r fi ° p 6 a p i ON MACNENE PCJUkS.
" ' RU ri^{d JOINT`' AT 5' iN'~~RV ~ , OF" THE DRIVEWAY RADlU5 SHOULD SE Pr9{NlIviUM OF 2G FT. INTcRVRLS & ~JMM ~ GO(vST G v .a ALB, DJM~1Y
JOINTS BHA! L BC P,T LEAST 1 f3 THE SLAB THlGKNESS IN DEPTI~. ~ F~ S. CURB RADIUS TO BE DJ5SIPATED BETWEEN LIh~ITS NOTED ,4BOVE. " 2. ~ I~~XE~~,rv'SI~!•r JQIIV T EVFF'Y 9U'. » i 2 ~6 ~ _C 2,-0„
3• SLOPE ON UNPAVED ,4REAS BETWEEN BACK OF CURB & SIDEWALK SHA±L BE 1/~" PER FT J'. 3. 3000 f='Sl CO~JCRETE E~AINI;~IUr~fi, 4" SLUMr<' MAXIIiIrUfv1,
USE VARIASI.E SECT10N {SEE SECTION "AA") WHEN SIDEWALK !S GREATER THAN 9. 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS. SECTION A-A SECTION B-~B SECTION C---C
3.5 FEET FROM BACK OF CURB. 2p' MIN. BETWEEN DRiVEti'dAYS ON SAME t.OT. r_rc~trrra r~rr~r~~r~~r~~ c~fRET~U c~OM~oun~~r~ sHAE..L ,~J~EEr
5. NO EXPC?SED AGGREGATE OR UTHER SPECIAL SURFACE TREATMENTS IN R/4. 1p. NO RADIUS ENCROACHMEAfT SHALT, BE ALLQWE'D AGROSS AN T!- rr-rE xEa~~r~~:r~crv~~~ of sF~: rr0~ r0~~--~~ t~F n~c~o~
6. 1~!-DIMENSION AS SHOVdN ON PLE1N VIEW SHALL BE AS FOLLOWS ADJOlN(NG PROP. FRONTAGE`. THIS IS DETERMINED BY EXTEiJDING ~ 36' MAXIMUM F"OR COMMERCIAL DRlVEVdAYS ALINE FROM THE PROPERTY CORNER PERPINU(CULAr? {O THE R j"1N S ~ STk,~V0A1~E~:;: ~ SFF~'1FICATIOE\~~ FOh' FtUADS A~~~) ~~~N~J I~1 Y~w~r t~V~L-~•
24' MAXIMUM FOR RESlDENTlAL DRIVEWAYS rO THE CURB AND GUTTER LOGATiON, 1. IN ~DDI~i ION TO TI~~: f-~~~~E ~IJP,B
OR MATCH EXISTING ~,ViDTH u'. ~ ~L! (~C)N~JrRUCT1C.~N ~101EVTS SNALI ESE F1L(.E~i `SEC I•fCJN TP~,NSITION, T~-lC GUT T ~F; SLOPS
t~~ D i _ ~ j r ~ ' ~ -T-- '~f ~JVEr~-! JUr~IT FELLER' ~rt1J SE,~LE~' EN A%G'O,~DAIVC~F Ti~~NSETfON Sr~iA.LI. CONFORM ~-O NOTE 1 '~f NCO^i ~'C~/~f~~VA Y ST>~,N~A~'O DET~~IL ~a~F.01. OF" 0~.~~,IL 2A i
r~ ~ D~ NQT TO GALE 2. T(~F,~~SITIO~~ NOT TO ~.OG/~T~f)
UPI-fI-fIN 7N~ Cl.fRd R~C~t~JS.
~ ~ ~ 1 ~ w..Y._..._...~_.__
D~/ NOT ~C~ Q SCAL~r_ ~ 1 , ~ ~
D~ T
NO , TO SCAl..E
SEW CENC, TE BE 3i~00 PSI, 'SAW CIJT Ai~~ f~EMCJ`~/E ~ 1 , d w ~ ~ ~ . , _ _ 1 ~ l
C~IATSH EXI~, I IBC DEPTI~ ~ I- ~XISTINC PAVENtE~T ~..._~~~~.._1 U~
IYEW / WAl.1 MI~ DEPT d CAB I~iiN. ~E ~Tf 1 _..,.e._._.,.. -rr-:-~-~^~^r'r-r-r^-r~~-r-r-r-T^r~r^r~-a-y-~
EXfSTING t'A'vE~1~EN7 ~ /NEV~1 I-2 ASSPAI.T 2" tv~IN(MIJM % ,
CON?'RACTOR SH .~-~-~---~--'.~,~:----a- ~ b. d. MATCH DEPTI-f @, v. n. d.' ^.~~.o-•~,v~ °~s: ^~;n. .P ~ .Li. .(i .f~ .h: '''~6; ~P~p. e'l; ,6: ~'J: .a p~ .d~ .6 .6 a.Q' ,e !J 'o-. Q G>. 'V. d G•,.. Sri p. ~ A a ,a p.G 'd a. A'. D'•'ao .4'. C' ~'~e A". l.s•QO g p d y> A.C>'..'a, .d'.•A.,•aa A",C%, 's ~,p~ G;,• A~ f7f~ ~ _r~ ~ a: CH SEPTIC
,:d' .:d' .:a. q,.~4', na•C. `'4 ~•va'n. ,.d e. ~:a' o ~.4' :j. e, ~.q .r .:C, IrYI'I~G\L GIl~ATI~.f\ e'e o..'.4:'de'`'A.'1`'d~ 'c. •d'•a.°';c•.~}3' a .a• .d,'~• . .tl. o ,p, d•'~'u.~4.4~'`~ w.'.4:•d/.~4':v.~•.~y''a~.~.~• ,.a'~'a~ v'ut '.A ~ v+.7. ".Q: _ ,V' . ' ,Q: . v. d v ,6 v , v' d, e ~P,, ..d, .v'.d o 'n •o, •v THAN ~ . - - - ' E~ISTING..A,BC RE GPEAT~R ~ ~ .~,NE~ "~~3G 12'",MINIMUf~ GE~PTN
•a,~• `3. 'r•.'4+ "d?'r~V.G,~~ •'~+.h~ •~'.,'4~ :d~ ~7. 'm ,•A 'L.t' .ik~ .A.s'@.'.k'• ~A.'I'Ae,C _ o° o 0o a..o,~'o Oo.~.a..__..~_.°p°on'6~"ooo (1p p~, ~i~'~=if.~ it ~ 5".
0 00 ooo~pa oC1 0 8 0 a r Q o o G oho ~c~o 00 0~0 O a a 7} p q r o I J/ r/ f/ /1.% op,,,,__QQpo oo~~uJ pad p0as~onoc o0~p0 '-DL11~C. ~ 1~~ iJiA~, 1 -Q = %~.~'f . ~ iJ ~ '!~~`~~~%i ~ ° ~ ° ~ fir' ~~1/~--~1,-w r r/:~ ~ i~
~ ~ . ~ . ~ • ~ Q~l CE~JTEk A~.~~i(~ ClJ T ' .r i e q a i, 9 r . , a ~ , ~ a Q a ~ - ~ a ~ a ~
1 ~Q • • .
. , . Er~PAf~SI~~I JOINT , . , . • 'I ~ . , ~ . , , , . • CQNPAG i ES F1i,L
~AGKF~I1`~, TAMPED ~ • . ; , : ~ ~ MATEPIAL A~~I,~ MASTIC ~ , . , , EXIS~fING S~JSGRAOE
I ~ • . ' • • .SEALANT, AS PEQUIREI~ ' ' . ~ . ' Ifs 6 LIFTS • . , . .
. ~ ' BY THE ~1, .T, ~ ' ~ . . C,D ~ '
PIf-E---~-•-• STA~f~ARD SP4MCS, . . ~ . ~EXISTIivG SUQGRADE ~ . , , • ,
l f I
i ~ . • ~ ~ ~ ~ . i I
~ -
i ' ~ ~ ~ '
SEE 5/D2 AID 6/L~~
N~~ES. NOTES:
Pav~~en-~ ~~u~~ over ~'-C1" in wir~th shall r~ir~~o~~~~r~ 1. ThjE PAVEMENT SNAIL BE DEFINED BY A STRAIGH T EDGE, PREFERABI.,Y A MACHINED SAW CUT. 2. N+iTHiN ROAD`S MAINI~A!t~'ED BY ThiC CITY OF EDEN, THE TRENCH SUBGRAE)E MATERIAL SHALT E "_D SAW CUT. ZIAL SHALL BE
~~,C.~h~,~, sta~~ar~ds, BACKF#I.LED Vt~1TH DRY SAIL OR ABC STONE EJSING M/~XiMUM LIFTS Tfl WITHIN iG" OF THfW t 0" OF' THE ROAD
SURFACE. THE BACKFILL SHAL!_ C3E COIvtPACTEO PER FISTM D69£3 TO A DENSITY CAF 95~ aF STANDARD PROCTOR DENSITY. OF 95% OF THE
~ Cj I ~m - 1 ~ 3. WIT!-#1N ROADS ,ti1AlNTAlNED EY NCDOT, THE TRENCH $Hr~L'1.. B~ BACKFILLED AND COMPACTED 1, J I w ~ 'OMPACTED USING
~ r-, r, i ..r.____.n,._____.~__._.._~__._.~___._~.._~_~._.~w.._.~__._~..._ FLOI<~ABIE File oR ABC ,,TflN,~ fa W1TE-~lN OF THE 1~aAD s~;RFAC~. THERE Arc sraNE I f^JpT T~~ SCALE IT SNAIL BE COMPACTED Tfl A DENSITY OF AT LEAST ~5`~ OF THAT OBTAINED BY CaMPACT!. ABC STONE IS USED, 3Y COMPACTING A
~ __._w..._ `AMPLE aF THE MATERIAL iN ACCORDANCE WITh~ AASHTG-99 A5 N+ODIFIED COY NCDaT. CDOT.
~7,, PiQT TD SCALE 4. THE F1NAL 1' OF FILL SHA1_L CONSIST OF AI3C MATERIAL COMPACTED TQ A DENSITY EOUAI. T( OBTAINED ~Y CflMPACTINCa A SAMPI~ OF THE MATEREA? IN ACCORDANCE ~~J1TH ASSI-ITO T-8G TY EQUAL TO 100% OF THAT SSHTO T-80 AS MODIFIED BY
NCDGT. BITUMINQUS BASE aR BINDER MAY BE SU~3ST1Tl.)TED (F APPRG~/ED h3Y 1'h;k r.NGfNEER. E ENGINEER.
5. THE ENTIRE THICKNESS/VERTICAL. EDGE fl~ THE CkJT SHALL f3E TACKED. 6. THE SAME DEPTH OF PAUEMEN T MATERIAL WHICH EXISTS SHALi_ SE REINSTALLED„ BUC EN NO BUT IN NO CASE SHALL THE
ASPHALT BE LESS THAN TI-~1C1{.
7. THE ASPHALT PAVEMENT MATERIAL SHALL 6E lNSTALLEC ~\NO CflMPAC,TED Ti-!OR~JUGi-ELY TO LEVEL PATCH. 'OUGHLY TO ACHIEVE A SMOOTH
I \ I IATCH
Q~ C~(OT TO SCALE
F'RO~C7" MANAGPR f7i~AYANG SGAi.~ ~~~i6~i11illd~ DATE ~ o~.
31p1 JOHN HilMPI~RlES WYPiD RELEASED FpR DA r~w~ r~rs
aRk~r BY PR r RALEIG~I, NC 2761 ~ o,~c QATE AI~'~RpVAi.S ar~r~AC' AMN 11/Q4 [phone] ~y ` ~ v ~ ~
APPROVED BY PROJECT NUl~R ~IDDINC a1VTriAC' ~ pNTf2ACTCl-p8HJ5 ~ Q,, ~ k..
MW~ ~c~3~s.(3r.Et~ Office Lacatians: ON ~ ~~54~~
REV. N0, DE5CRi~TION GATE uA~ P~:t}T dA~ cammuni infrastructure C~nSUltanfiS Narfih Carolina Gear is CpNSTRUCTION tY g I]~TAI~.SSNTS 318I~047 Sauth Catalina ~'larida RviSlo~s RECpRp c~wc. I4 ,i? y~1 yr ~~r~~ jDl
~ '
ra w 5`° a ~ ~ ~ ~ ~
~~~F13 P'l83~~~~

z g~~ TYPICAL SANITARY SEWER SERVICE EACKWATER VALVE STYI ES:
~ OTES; FINISHED GRADE
Z~4 SCREWCAPS . / / \ \ ~ a a \ \ \ ~ \ \ \ MANHaLE FRAME Gov n ~ / ~ ~ , r' ~ ER A D AN Y PRECAST ,
BUILDINIG WITH NEXT UPSTREAM MANHOLE HIGHER THAN ~ 6 ' p CONCRETE SECTIONS THAT ARE RE:MOVED W(LL I
THE LOWEST DR~?IN AND ~1.OCKAGE IN SEWER MAIN = REMAIN PROPERTY OF THE OWNER.
- DEPTH REMOVE EXIe~r. DI oR # 2. ,~1LL EXISTING MANHOLE ITEMS REMOVED SHALL. VARIES PVC PIPE OR
~~W SE DELIVERED TO A STORAGE LOCAT{ON SPECIFIED _
GAP EXlS i. ~ Xa~ GoMSINAT BY THE. OWNER. COMBINATION LONG
FLOW -EXISTING GRADE TURN PATTERN Y AID 1/G" AND 1/8" BEND
F Ln ~ FLOW FGpV~ ' fI.ON!
$zo MINIMUM OR TO
a^aW ~ FIf~ST RISER SECTION
gam pay TU~ UPSTREAM
~~~W ` ~ T . v MANHOLE \ . . ~
~a~~ Y ~ y CLAPPER VALVE ' ~~~g r \A VAL
srREe7 s~ VR~E TYPICAL BACKWATER VALVE INSTALLATfONS: D ~ NOT TO SCALE
MANHOLE .
FLOW
FLOW HOUSE b c7
~o~~ wIT~ sANa
~ _ _ OR aIRT PRavIDE MASaNRY are
BLOCKAGE BASEUENT OR CRAWL SPACE PR BACKWATER CONDITION INTC BUILDING CONCRETE CAP A . ~ ' .
~~gz WITHOUT BACKWATER VALVE MINIMUM OF 6 THICK
1'~C>~ 3~? sua~~LaaRINc
Gata~
ii-°1IW 2 ~ W EX#5T. PLUA4BiNG IN CRAWLSPACE /-CORE THROUGH EXIST. CONCRETE
~jN6 ~ 1 i`'~ ' FOUNDATION. PLUG ANNULAR I SPACE WITH NON--SHRINK GROUT,
~8~~ YARD/VAULT WSTAI_LATICN FOR ~ ~
NOUSE BUILDINGS BUILT ON SLAB AND { 1 a a ri b < d
~ OTHER LOCATIONS WHERE VALVE 6 4 ~ i I ~ ~ Fyl
~ CANNOT BE fNSTALLED IN BASEMENT OR CRAWL SPACE. ~ i I ( ~ ~ i INSIDE FILLED- . , .Q ~ , , ,
i ~ I ° ° ' < 'a ~ 1 I WITri SAND ~ , ~.o PROP. 4" LATERAL TO
CBSO 4 METER BOX all VIII 1 A. ~ o'a. ~ ~t•, . T ~ { REALIGNEC? REPLACEQ SEWER, SEE DETAIL O
OR SIMILAR BOX/VAULT APPROX. 30 t}l- HEADROOM , a' < . _ _ ~ ~ ~ alp ° n O. ° 4. G ~ S 1 7 ~ I
OF APPROPRIATE SIZE UPSTREAM TO ALLOW REGULAR ' i' k 8~, Q !
I MANHOi£ MAINTENANCE U J • ' ~ a ~ RE VE EX#ST, 00 Q MO SP L PECE ANp ~ h rl - a n ' ~ CAP 4 PROP PIPr. Tp EXISi, ND
A . ~ ° . a. n { SEWER, INSTALL 4" SANITARY TEE WITH
J~ ~ NaTES: STREET BACKWATER VALVE. . d CLEANOUT.
Sf~WER SEE DETAIL SEE ~AN~a£ sE:R~nce oETAi~ ~ INSTALLATIONS OF GREATER THAN 4' IN DEPTH MAY" REQUIRE MANHd~E. 4 'Q ° d A
NOTES.
~F~ow 2. VALVES MUST BE INSTALLED IN A LOCA710N .AT WHICH THEY CAN BE Sl'ANQARD 4"x8" CONCRETE BLOCK APPROX. 5' TO 6' 1. CONTRACTOR SHRLL REVISE 'OR SHALL REVISE AND
F FLOM' CLEANED AND SERVICEf~ REGULARL'f. ANp CONCRETE ~'gUN0A1#ON ApJU5T PLUMBING IN ACCORDI wITH LOCAL AND STATE SA#JIT AABING IN ACCORDANCE AND STATE SANITARY
BACKWP,TER CONDITION PREVENTED BY f~i LIRAINAG£ BUILLt#NG CODES. PLUG W{TH NON-- ~ ~ JILDiNG CODES. E PIPE LEAVING THE
BLOCKAGE BACKWF~TER VALVE SHRINK GROUT z. a°' wasTE PIPE LEAV;NG T 6U#LDING 51~IAt.L HAVE MiNiMIJI, COVER OF' 3". ALL HAVE MINIMUM
MiP~!lMUM 3. SLOPE OF wRST£ PiPdNG S INSIDE MANHOLE F WASTE PIPING SHALL
~ ~ 6E NOT LESS THAN i/8" PER £Xi$T. SEl"J£R TO BE GROUT£q a THAN I IV' PER FOOT.
~ TYPICAL SE'JUER SERVICE REQUIRING ~ BACKWATER VALVE INSTALLATION L_
BACKWATER VALVE No-r ro scA~E NOT TO SCALE
NGT TO SCALE ~ j~f T ~ ~ ~ A A J
{ A ~ f ~ D~ NoT In ScA~.E ~T OF SERVICE
PVC TO DI PIPE ADAPTER USE W
EERNCO CO JPLING 445-401 OR
APPROVED UA T ~ ~ EO L O SEAL ~ ~ ~
Q La.l ~1
~~T N07E: 45 PVC SADDLE ~ a.. L~
PAVEMENT OPTION SANITARY SEWER SERVIC ~R SERVICE SHALL SE ~ ~
CONNECTED TO MANHOL OR SPECIFIED IN DETAIL MANHOLES AS SHOWN / Ln ~ PIPE GROWN ~
N DETAIL. ,r z 0 7
If1 OO /MUST BE 2° BELOW GRAt~E ~ L~ ~
c~ i ~ ~
~ ~ W ~r W
WHEN SEWER CLEAN OUT IS IN PAVEMENT ~ ~ ~ p- U J ~ ~ q C3_1
;~.s"o`.. '.a":;ff. (~=X11=~1~ IT MUST BE INSTAL~cD INSIdE A VALVE STAitiOARD 4" BRONZE CLEANOUT F'LUG BOX WITH COVER LABELED SEWER. PR ~ ~ 1 0 ~ PROPERTY ~ ~ ~ 4 ~ w cn
L C ~C~ STAINLES.~ a ~ LINE/EASEMEN~r LINE ~ ~ ~TE~L ~
CAST IRON oR BRONZE ` 1
CLAMPS C~.EAN OU'r PLUv
FIPJISHED 1
o'.. GRADE ~f
PAVEMENT CURB ;eo!'///'G'/,%i'G~~iiG~i ~i~G~G 4 b i~ rjrrrji~r~rji~r~~~r~rji~r~rj SACK ~LL,. U DER PVC ~ADDL._, r rrrir rryrrrr,r ~ . r . ~ . , ADAPTOR, AND c~AST IRON SEND
. ~ ~rlTl-~~~~ ~TOC~E A.~ SI-~oWN ~N
~ ~ . I" Q z \ _ E
. ' I~ 2 . ~ ~ ~ ~ 4 L! W
~ THE FULL LENGTH OF THE StRViCE DITCH SHALL . _ . - ~ 77 77 C.~ r (fir- r,n t,~
BE COMPRCTEU IN 6" LIFTS WITH MECHANIC~IL TAMP.
ALL TAPS WILL BE MADE USING MECHANICAL TAPPING PIPE CROWN QSS~~~P N F~ ~ w Q
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND 4" L7.L OR 45° 45° o~ P~~ CL C.) « £~L
~ MUST BE BEDDED IN #67 STONE. BEDDING AND HAULING PVC PIPE ~°~'~e r`~ o N d I- E- W CLi c/! t/) Q. W
MUST CGMPLY 4V+TH REQUIREMENTS OF STANDARD DETAIL
LENGTH OF PROP. SADDLE ~SS~¢~ `~,f/ ~ N LATERAL VARIES
8",10" OR 12" TAPPING 1 PIECE OF PIPE /
SADDLE dR IN-LINE WYE o Li J
SEWER COUPLING ~ PIPE SPRINGLINE IQQ~9 D
1/16" OR 1/.8" C.L BEND MIN. GRADE 1% ~y J ~o ED 0
~PGO-1y W a W
~"e w Fa ~ w J ~
CLEANOUT FERRULE WITH PLUG _ ~ - . . ~r wz < W
~ n y
~~45° SEWEP. BARREL OF PIPE TO ~--EXIST. SEWtR LINE r J~ ~ ~ ~ T. ~qe Q Q4. ro ~ W 0
4° SERVICE LATERAL (7YP.) ~o U J J ~
STYLES ACCEPTED: EXISTING SADDLE REST ON UNDISTURBED SOIL SADDLE INSi'ALL<a7I~N Llh1ITS VPP9Pe~ aoe ~ ~ ~ a C! W
INVERTED NUT ~A~N FOR SADDLE INSTALLATION a i- v, v, S AINLESS STEEL CLAMPS Sc~,.
RAISED NUT DETAILS, SEE STANDARD C . DETA4LS , iU COMBINATION LONG
TURN PATTERN Y
D5 D5 A 4" CLEANOUT PLUG AND 1/8" BEND ~ ~ ~
LATERAL SADDLE INSTALL~TI01~ ~ ~ ° Q ~ LATERAL SADDLE IN D5 DETAJL FOR PvC PIPE - ~ Q ~ ° ~5 DETAIL FOR VCP AN ECTION W ~ a LE INSTALLATION
,.P AND DUCTILE
D5 ~ TYPICAL SANITARY SEWER LATERAL CONNECTIO DrJ iUOT 70 SCALE a 4 W~ o z IRON PIPE a o r.-.
¢ ~ w .-~w~
PROJECT MAWAGER DRANING SCALE 3101 JOHN NUMPHRlES WYNO RELEASED FOR DATE 2 DATE , ~NU~11eraater
MWF NfS RALE3GH, NC 27812 oxnwrr ev aROaecr one APPROVALS rnnCrn n~ui t7ro4 [phone] - ~`~~~CS~tACaR~ti ,-~~oti~s~o CITY OF EDEN, NORTH CAROLINA
D5
' naPttokEU SV aROdECi auMeeR DIGKSCJIV BIDDING N7w~CY0 ptyvF gp3ss,pp,Rq Office Locations: N ¢ s~~~~`i MEADOW GREENS, DAN RIVER & COVENANT BR. DETA(L SHEET
„ REV. N0. DESCRIPTEON DATE ~ NA*+E v~or one community infrasUuctur~ consukants North Carolina Georgia CONS'fRUCT10N 00~ d SANITARY SEWER IMPROVEMENTS D11
REVISIONS oern~~s ~,rs af8~2007 South Carolina Florida RECORD DWG.
~~~'a~'Y b. '~1*

~ ~ ,
x~
~~a
~c~Q
tai ~ ~
-----~-1/4"x3» GAIV, STRAP WITf~ w~w 1/4"x2 1/2" NEOPRENE PAD
ADHERED TU STRAP NUN-SHRINK GROUP
~ SEE NOTE 4 ~ { ~ BULKHEAD AT EACi-N TURN DOWN ELBOW s~
1 ~"r6" NEOPRENE PAD f » U~- ADHEREa Ta sAaaLE a 3/4 ~ sTAINLESs END 01; CASING PIPE 12" WITH INSECT SCREEN FINISHED GRADE EN
d~ STEEL ANCHOR B4LT5, STYROFOAM PLUG TD
~~a . » 120° ASTM A3o~ OR A~~ ~ 1 ~ a~ ~ ~ ASSIST GROUT PLRGEMENT, ~ ALL AROUND
~ N T~ SEE O L 3 SEE NOTE 3 ~ \ ~ u \ f ~ 3 CLEAR _
~w FOR BAR 51ZE FOR BAR SIZE STi*EL CASING PIPE 2" ~ GALV STEEL vENr,
ANp SPACENG AND SPAC}NG NURMAI FUUTIPdG UUTIPdG DIP CARRIER PIPE TWQ PER CASIN,~, ONE
A AT EACH END OF \ f 1 rl y 1
G SEE NOTE 1 w a ~w 1 CASING PIPE
- ~ CONCRETE FOR t FOR 4` ~ ~ I f ~
LEVEIlNG MAY MAY ~ ~ TQP OF C4MAETI<.N ~ ~ ~ ~ .M..
z ~i ~ ~ BE PLAGED VdITH VdITH ~ ROCK ~ j , PROVIDE PLASTIC SHEET T'
~ 'SIN ~ ~ ~ %~,rf~ ~ / FOOTING y ~m w ; , ~ ~ f ~ ~ BOND-~-BREAKER B~TWEEN -N
-m a \ " CARRIER PIPE AND GRUUT )UT,
8 o~~ 9 ' _c~~,~ ' ; r-"'- ~ ~ ~ ALL AROl1N0 ~ J
c,~- ~ ~ 3 I / /
p ~a H. 12X53 STEEL PILE - ~ ~ 12 f ` f . } 7 7, ' ~ ~ PROVIDE 2 ~ GA~.V STEEL DRAIN ~ ~
~o ~ 16 U FOR PIES 18 MIN !N BULKHEAD RT EA M END ~f BA,RS X12 C 4' \ / N TE.
~ a SPLICE, SEE ~ ~ OF CASING PIPE AND 1 3 1 AROl1N0 PERIM..TER / / NUN--SHRINK GRUUT SHALT. 8E SHALL BE
~ ~ 18" F 18" ~ DETAIL ~ d CU YD OF CRU HED STO S NE OF FOOTENG _ ...c f~, f~ f~, / "EUCO N a BY THE EUCLID AT DRAIN, WRAP STONE „ EUCLID
~ c~.~ s°aacac~ E CHElw4ICAL L,OMPANY; MASTERFLU NQN-SHIMS GRUUT WITH FILTER FABRIC "MASTER LOW
71 ~ BY MAS ~ ER BUILDERS, A~ T A~. P ~E -DERS,
oR E(~UAL. " 7 BARS AROUND 6 12 #
MAX PERIMETER OF
CASING PIER FOOTING PIER FOOTING FOOT#P1G PILE FOOTING, TYP
.NOTES; PIPE D;A.THIGKNE5S THICKNESS WIDTH WiDTN LENGTH SPADING n
1, PILE SUPPORTED PIER FUUNDATION= aESI~GN sNOwN ON »a" (IN.} 'rA" {IN,) SIN,) "'c" {FT } 'aa'r (~T.~ "E" AFT.} "F°~ ~ THIS DE T All IS BASED QN THE FQI,.LQ~P~NG PARAMETERS: R 4 A 8 0 ® 6 b A i CARRIER PIPE
N1fNiMUM CAPACITY OF HP12x53 PILE = 30 TONS 12' 12" MAY
CUNCRETE COMPRESSIVE ST,RENGTN = 4x00 PS1 6-12 12 24 2'-4" 3'-0'' 6'=-0" 3'-0' GRAaE 6D RElNt;ORCING STEEL 3/8" STEEL PLATE, TYP
N1AXll~UM STREAM VELOCETY = 10 FT/SEC ~ SEE NOTE t 3/ 8 x4 STEEL
1F F'iEL,D CONDITIONS REQUIRE ANY DEVfAT10N FROM 14-20 12 20 3'-0» 3'-O" 8'--0" 5'-0° `MESS PARAMETERS, THE FQUNDA~ION f3E51GN SHALL 8E PLATE> TYP
REU{EWEa BY THE ENGINEER, 5 ~ /8 ~ A~~~ ~aLT
22-28 18 26 3' 8» 4'-O" 8'-9" 5'-9" 2. LENGTH OF PILES SHALL BE AS RE"QUIRcD 10 DEUE(,OP ® a
3Q TON CAPAG#TY BY EITHER ENa BEARING, FRICTION OR CASING PIPE
A COMBINATION OF ENa BEARING AND FRIGT(ON. AS A MIN MUM PILES SNAIL BE DR3VEN AT LEAST 15 FEET 34-36 18 26 4'--4" 4'-Q" 9'-O" 6'-O"' , I , I
INTO UNaISTURBED SOIL, i ~ 3 16 4 /
3. TWELVE-INCH AND FOURTEEN--iNCF1 SIDE PIERS SHACrL BE 38-~~8 18 26 5'-4" 5,-0" 9,_6„ b,_6» 5EE NOTE, ~
REINFORCEa WfTH ;~5 BARS AT 12 INCHES OC iN EACH NOTES:
CJIRECTIQN ON EACH FACE, EIGHTEEN-ENCN WIDE PIERS 1" R ON ALL CORNERS RY OF f~OO11NG SHALL MATCH GEOMETRY QF CUNCRETE
SNAIL BE REINFORCED WITH ~7 BARS AT 12 INCHES OC ~ » 1. GEOMETRY OF FOO11N~ 51-60 18 28 6 --4 5 --O 9 -10 6 -10 IN EACN DIRECTION UN EACH FACt::, FOOTINGS SHALL, BE PIERS WITH HEIGHT Of dITH HEIGHT OF C FEET OR LESS AS PER DRAWING 5/03.
REINFORCED TYPICALLY TO PIERS.
NON--SHRINK GROUT. 4. EIGHTEEN-1NGN WIDE PEERS SNAIL REQUIRE TWO STRAPS CHEMICAL COMPANY; iRINK GROUT SHALL BE "E:UCQ--N-S" 8Y THE EUCLI{~ I_ ~L COMPANY; MASlERFLOW 71S BY MASTER BULDERS,
OVER THE PIPE INSTEAa OF DNE ~A5 SHOWN}. 2. QR EQUAL. AL.
5. WHEN CONGRETI„ SUPCsORTS ARE REQUIRED TO BE
LOCATED WITHIN A STREAM AND ARE NQT COVERED WITH
BACKFILL, SEE DETAIL A OF 3/0~ F'OR MODIF}CATION5 TO UPSTREAM FACE OF SUPPORT. r r ~ ~ ~ ~ ~ rte. r~ Ii _ ~ ~ ~ PIPE DETAIL
n ~ ~ I w.. ~ NOT Ta SCAL.~.
D4 PJOT 1'a SCALE
f~IOT TO SCALE
PAVEMENT aR
DETAIL B TRACK S~puLQER
sa°
S~oaLDER ~ BEYpND ~ DI JLDER DITCH
TpE CF
SLOPE pR DGE p ~ , .
"~~"'~DETAfL A , ~A PAVEMENT i~ ~
45" ~ ~3 Z ~ ~ ~~~~\Y~~ iT~ ~ ~ r~ ~ ,
~ ~ ~ [V
~ : ~f~~i~ri~i~ vr'~if r v/~// //``~f /,~\r
~k5`~. .u._.~.
~ ~ ~ » -o~ " ~ ~ CARRIER STEEL PIPE -R
~ CASING PIPE I SEE DETAIL
UTILfTl' L.IPdE BELOW (DIAMETER VARIES)
f
I I » ~ » 3 4 MAk 'f
1-~~--c~A~S I~ coNC~ETE TY I P,CAL. PIPE CROSSING o~ caMPACTEO CLAY
I o~ MAX
~ I D TO 1 /8'"
p" TO 1 8" ~ . ~ ~ l~ I ~ ~ r - CASING
» n ~Fti f1 V i h1~~ U 1 i ' CARRIER F'IF E
0 ~Q 1 /S J COMMON PIPE DRICK V'J/
~ PtJSITlQN (1F CQt,UMN DUR3NG WEI.D~NG ~/,~\J'~%\//\~~// /\\/~\/~\l\\~\\~~ MORTAR ~ z ~ ~
~ - 0
T ~ 1 f, ~ TRENCH WIDTH ~ v
T a. ~2 NOT TO EXCEED 40 [""EET -EET CLASS A- 12 ~ ~
s~cTia~ CONCF~ETI=
3500 P.S,1. 8" MIN.
ui~sT~EA~~ ~ac~ r , , t. ~ .
' ~ CLASS B CONCRETE , ~RaNT VIEUV SILK VIE~~
~ r`~/~~/ ~ OR COMPACTED CLAY G~ , VIEW
A /\//\,r/\ /
.
/ti`s
AC~~ITIQNAL ~4G12 \ /i~~ NOTES: I IPE ~_INE / .
. 1. STEEL ENCASEMENT PIPE SHALL C~iNFORM T~Q ASTM A-i39 WI I A-•-1139 WITH
AOD1 {ONAL VERTICAL BAR, /j / / /r /f , ~A~E SlZE AS OTHERS ~`~1„~ /~~/~ti/~ r MALL THiC~CNESS Ai~lD GRADE AS DE.E~NED IN THE SPECfFICATIE ~/fir/tif/~ ;PECIFICATIONS.
~\~j~~j~,; P~INIMUM ALLaUVA~LE YIELD STRENGTH iS 35,000 F'Sl, ~ ;I.
Q ~J~ r ~ ,r`~~ 2. CARREER PIPE SHALL DE ADE~JATELY SfJPPQRTED THE ENTIRE THE ENTIRE
, ~ ~ - ~ _ » r ~ ~ LENGTH ~t~iTHiN THE CA51NG BY ~1SING SPlDLR STEE~_ SUPPOI DEL SUPPORTS
WHEN EXP05ED TO STEAM FLOW _ 6 ~ { } ~ ~ NOT TO SCALE ~r AT A MA};IMUM OF 9 TOOT CENTERS ~QNE A ~ EACH JOAN E AN ~sr~c~ ONE: INTER~~EDlATE . aTHEI; METHODS MUST MEET APPROVAL -I JOINT AND APPROVAL OF
l ' w.,- I l~A~l THE ENGINEER. I*OR PIPE ALIGNMENT GI.J}DE SEE. DETAfI. ~B o~ TAIL~~
~ 4 NOT TO SCALE
5 YS & ROADS
4 NOT TO SCALE NoT Ta SCAL C~ 4 ~
~1ra~tt~~~~~~~~
PRgJECr AfANAGE#2 ORAWlNG 5GAt~ ~~a~ ac~i~~ ~a~Mp~i~i~s ~ ~~~.~AS~D ~oi~ ASED FOR DATE e~ C~~ ~ o
~vv~ ors RALEIGH, NG 27612 aRAV~ BY #~2c1JECr aArE APPROVALS l/ VALE orr~u?cr ~i - ara~ ~ 0 ~
919 762-0495 ~ ~ 911p4 D4
~3lDDING APPR©VEa 8Y PRI~CT NUMBER dG OIVTRAC7II»t18rU,5 09 ~ ~ 4 `WW wrrwr.ww.r ar~.w.n- ~ ~/~}gy ~ ~ r
ao~s.oa.RA of#ice Locntl~ns. n C(~1VS"~RUCTIQIV RI~V X10. DESCRIP71Qid C?ATE ~A~~ psor aAtE t,~mrt~unaiy ~r~fr~structur~ c~~sulltants ldortl~ Cor~lin~ Georgia TRUCTION ~ ~ ~ ~ ~ D11
a~'~i~ss~rs ~7 Sou~l~ CaroOina I`lorida ~VIS[~~V~ RECORD DING. SA~l~~CA~Y ~~V~R 1M RC~V~M~f~TS Ra c~~c. ~ a
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N q
4~YU v~Q
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g~ AERIAL PIPE CRflSSiNG GENERAL NOTES:

1. ALI~ MATERIALS UTILIZED ON THESE DETAIL SHEF7S SHALL CONFORM TO THE APPROPRIATE
SECTIONS 0- THE CITY OF EDEN SPECIFICATIONS UNLESS NOTED OTHERWISE HEREIN. 1---°-SILT FENCE PARALLEL 1'C7
~6 a4$ PILE SUPPORTED F~~H 2. RESTRAINED JOINT PIPE AND FITTINGS SHALL CONSIST OF BOLTED RETAW ER RINGS AND WELDED STREAM SEE VAR}ES
c~~~ PIER SEE DETAIL '~a RE~fAINER BARS OR BOLTLESS TYPE WMICH INCLUDE DUCTILE 4RON LOCKWG SEGMENTS AND RUBBER 5/DS AND NOTE 3 DETAIL 2/D8 Z~._q„ 6'-0" MAXIMUM PIPE SPAN ~ MANHOLE, TYP
RETAINERS. BOUS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CO~l~ORM TO ANSI 818.2, i~ ~Erai~ ~/os TYP MIN 5EE ATTACHED TABI-E
°z RESTRAINED PIPE AND FITTINGS SHALL 8E FLEX-RING C?R LOK-RING TYPE JOINTS AS MANUFACTURED E3Y DIP CARRIER PIPE CLASS I R!P-RAP ~ TAINLESS STEEL
AMERICAN CAST IRON PIPE CO.; TR FLEX AS MANUFACTURED BY US PIPE, BOLT-LOK AS ~AANUFACTURED WI JOINTS ITTI~Gp SLOPE PROTECT}ON D ~,-0.' 3/4" STAINLESS STI TYP r------~- CLASS ! RIP-RAP ANCHOR BOLTS {rYP~ OR A~ SHOWN ~ MANHOLE, TYP 2 BOLTS
BY GRIFFEN PIPE PRaDUCTS, OR EQUAL. B~TwEEN naaNHO~Es ,,r SLOPE PROTECTION, ON DRAWINGS , I '~,ti TYP
~N~3 SEE NOTE t IN ~ ...1 3 4 STAINLESS STE ! N T PI R ~ CO GRE E ~ w ,
3. CONCRETE PROPERTIES SHALL BE AS FOLLOWS: DETAIL 1/D3 i ANCHOR 80LTS SEE DETAIL ~ w.- r--~-.-~-STE~ A I ~ P ~ kL C S NG P1 E ,
rc~WO CONCRETE COMPRESSIVE STRENGTH = 4000 PSI E~1~END RIP--R 5 Da Alva NOTE ! fi I AP , 3 IN DETAIL
q~~° NOMINAL SLUMP = 4 INCHES Z ~-0 PAST WATER 1 D3 i LINE, TYP , /
~o~~ WATER/CEMENTITOUS MATEP.IALS RATIO = 0.45 (MAX) o n a
~ AIR Ct:)NTENT = 6~ ± 1.5~ - ~--i
8~9~~ CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES ANQ ~11R. - _ n
~W CEMENT SHALL BE TYPE I/II OR II IN ACCORDANCE WITH AS IM C-150. M/~TERiAL REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTU C-33. C~JARSE A^vGREGATE SHALL BE SIZE Pf1 P - _ 3 w0 p STEEL CASING ~E SUP ORTED PIER - MIN R -DIP CARRIER PIPE WITH RESTRAINED JOINT
~~a< s~~~ No. 57 OR u7. AN APPROVED CLASS 'F' FLYASH MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF PIPE, SEE SEE DETAIL 1 - AND N T 3 F DETAIL 3 O E 4 FITTINGS BETWEEN
xo~~ CEMENT BY WEIGHT UP TO 25%. ~ CREEK CHANNEL ~ ~ M 3 I OR FLOOD PLAIN MANHOLES
#F?~. co i CO i ~ ~ ! ~ ~ 3 -O M!N FROM C ! D CONCRETE PIER SEE
~~i ~ ~z,~~ 4. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4". ° Q BOTTOM OF ° CREEK OR DETAIL 3
ALLQWABLE SPANS FOR STEEL CASING PIPE FLOOD PLAIN
~~~i ~ CONVENTIONAL REINFGRCING STEEL SHALL CONFORM TO ASTM A615 GRADE SO AND SHALL BE PLACED IN cam' c' J ~ EDGE OF WATER SEE CARRIER CASING MINIMUM NOT;S;
ACCO~,DANCE WITH °RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" (LP,TEST EDITION) AS I DETAIL 3 D4 FCR ALI.OWA9LE / 18 PIPE, DIP PIPE, STEEL CASING PIPE
PUBLISHED 'aY THE CONCRETE REWFORCING INSTITUTE. SPLICES SHALL BE CLASS 'B' COE~FFORMING TO SUPPORTS PLACED IN SPAN 1. STEEL PIPE SHALL BE EITHER SPIRAL ~ DIAMETER DIAMETER WALL THICKNESS W A ~ 'HER SPIRAL WELDED OR SMOOTH OINIMUM YIELD STRENGTH OF
THE PROV4S?ONS OF ACI 318 - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". g STREAM YP FT. ALL SE MLESS NiTH A MINIMUM YIEL A ( } {IN.~ (GJ,) ~IN,j 3,x,000 PSI. PAINTING AND LINING SH>~ D LINING SHALL BE COATED WITH
ONE COAT OF ZINC CHROMATE PRIME( 4 12.75 0.2504 40 FEDERAL SPECIFICATIONS ANQ THEN t~ MATE PRIMER CONFORMING TO ALL AND THEN WITH A COMPATIBLE
6. NEOPRENE E3EARING PADS SHALL 5E FORMED FROM PREVIOUSLY UNVULCr~NIZED, 100% V!RGIN NEOPRENE, T""S: 6 14 0.2500 40 BLACK PAINT. t
WITH DURpbiE7ER HARDNESS = 50. N~T~s: BE SUPPORTED WITH TWO SPIDERS
RIP RAP FO 7. P(LES SHALL. BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE REQUIREMENTS OF aAP m AcC ASTM A36. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN UIiII~ATE BEARING CAPACITY c~ROUNa ~ SPECIFICATI OF NOT LESS THAN TWO TIMES THE DESIGN LOADING OF 3D TONS. PILES SHALL PENETRATE A MINIMUM RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I RIP 4. WHERE STEE'~ PIPE IS USEC~ FOR CARRIER PIPE, STEEL 8 16 0.2500 45 2, DUCTILE IRON RIPE SHALL BE SUPPOR IN r A 'NI"(" CTi N F TH R _ AT EVERY JOINT WITHIN THE CASING ~ RAP A~CORD NCE ~ H SE O 86& O ENO TH CARRIER PIPE SHALL, BE INSTALLED UTiLIZIN~ PIPE ~ -HE CASING PIPE USING APPROVED
" ALI NhIIE (i I 'P D VII HiN PIPE AT 1 TA 10 _ 18 0.315 50 PIPE ALIGNMENT QUID SEE B F 3 CAROLINA DEPARTMENT OF TRANSPORTATION ~ SI`ANDARD G NT U Oka S ACE T D S LACES NOT E ( O ;EE B OF 3/D4 ALL JOINTS
SPECIFICATIONS FOR ROADS AND BRIDGES". T~O EXCEED 25 FEET, JOINT INDICATED 2 FEET FROM 12 20 0.3125 50 SHALL BE RESTRAINED JOINTS. SEE PJ MANHOLE IS NOT ftEQUIRFD FOR STEEL CARRIER PIPE. aINTS. SEE NOTE 2, DETAIL l /D3 .
OF FIFTEEN FEET INTQ UNDISTURBED SOIL. IN DRIVING PILES, A METHOD AP°ROVEQ BY THE ENGINEER 2. Ria RAP sH SHALL BE USED WHEREBY THE HEAD OF THE PILE iS NOT DAMAGED. IF REQUESTED f3Y THE ENGINEER, asa.o7 of 7RANSPORT PILES SHALL. BE TESTcD 70 DETERMINE THE ULTIMATE CAPAG7Y OF THE PILES. THE METHOD OF LOAD RIP RAP SHALL BE PLACED fN ACCORDANCE WITH pRAWING 14 24 0.3125 55 ~ 5. PLACEMENT OF STONE SHALL NOT BE PERMITTED fN THE ----M
868.01 OF THE ivORTH CAROLINA DEPARTMENT OF CREEK CHAI~`NEL OR FLOOD PLAIN FOIE ACTIVE FLOWING 16 26 0,3750 55 - TRANSPORTATION'S "ROADWAY STANDAR(7 DRAV`JINGS". 3, SUPPORT TYPE FDR PIERS SHALL BE a SHALL BE DETERMINED BY
STREAMS. IN Tf"Ii~SE CASES, PLACEMENT OF STONE SHALL 1g 30 0..3750 4 ENGINEER BASED ON Sl11SGRADE CONC F R AN { T 6 B.. FO B K STAB LfiZA ION T ~ ~ „ GRADE CONDITIONS AT SITE. SEC
TESTING SHALL CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE 3. SUPPORT TY ENGINEER B P[LES ARE EXPOSED, PILES SHALL BE PAINTED AND/OR COATED WITH ONE COAT OF ZINC CHROMATE oEtni~ s/o PRIMER CONFORMING TO ALL FEDERAL SPECIFICATIONS AND THEN WITH A COMPATIBLE BLACK PAINT. SUPPORT TYPE FOR PIERS SMALL BE DETERMINED Bl DE AIL ,,fD3 AND ./D4 FOR ;aUBGRA[ za 3z 0.3750 64 ENGINEER BASED ON SUBGRADE CONDITIONS AT SfiTE. SEE 6 SILT FENCE SHALL BE PROVIDED AT TOP OF BANK: EACH TYPE OF FOUNDATION. SEE DET. -OR SUBGRADE PARAMETERS FOR DN. SEE DETAIL 6/D3 FOR
DETAIL 5/D3 AND 7/D~ CONTRAGTOIYS RESPONSft3LE FOR REMOVING AND REPLACING 24 36 O.h375 65 SUPPORTS PLACED tNITHIN STREAM. I STREAM.
SILT FENCE A,S IhJORI~ PROCESSES ON AERIAL CROSSING 30 42 0.4375 fi5
36 43 0.4375 65 4. BOTTOM OF PIPE TO BE AT A MINIMUP %T A MINIMUM OF 1' ABOVE
THE 25 YEAR FLOOD ELEVATION. 42 60 0,5000 65 VATION.
~3
D,,~ NOT TO scALE DE ELEVATION
~o~ Ta ~cAL~
~ AERIAL PIPS CROSSING GENERAL NOTES
. DJ' ~ NOT TO SCALE
1/4"x3" GALV. STRAP WITH
1 f 4'°x2 1 f 2" NEOPRENE PAID 2-1 4"K3" GALV STRAPS WITH
ADHERED TO STRAP SNUG F{T 1 4"x2 1 2" NEOPRENE PAD ~ ~
(s~E NarE 57 ADHEREp TO STRAP
1 4"xFi" NEOPRENE PAD ADHERED TO SA D. D 3 4" ~ 1'4''x6" NEOPRENE D lE /
ANCHOR BOLTS, PRD ADHERED TO
120' ASTM A3O7 OR A36 SADDLE 12" SNUG FIT
3,14"b GALV
MIN SEE NOTE 4 SEE NOTE 4 A~cHOR BOLTS FOR BAR SIZE FOR BAR SIZE #3 STIRRUPS 06", TYP
AND SPACING AND SPACING ASTM A307
OR A36 A B w-#4, TYP
EXISTWG GRADE H « T~Yp 120° 4-#4
_ _ 12 ~ r
STEEL CASING PIPE r~,\ /ti r\ \ / r ~ ~ 0 MIN ~ / ~ ~ ~ 3 STIRRUP
~ PIPE ALIGNMENT NOTE: ~ `i GUIDE LOCATED AT 3'-G' SEE Id6iE 4 ON DETAIL c/p3 ~ i EACH J07NT. SEE B 3' O=s MAN « 4
~3 STIRRUP ' 0„ TYP 4T-#7
IF STEEL PIPE IS USED IN IiEU ~i- OF DETAIL 3/D4 BELOW PIPE
OF DUCTRE IRON PtPE FOR CARRIER PIPE. A PIPE JOINT, NP A ~..z (BEYOND ~ m~.~.~ ~ 3 3 #3 CIRCULAR
D G HP12x53 12 12 HOOPS, TYP
-~----~~---~-~-w-~--~-. HP 12x53 STEEL PIE.E
STEEL PILE NO`f~CS:
DIP CARRIER PIPE CASING NON-SHRINK PIPS DIA. CASING PIER FOOTING FOOTING , ~ , C, FOR P#l.E SPLICE, SEE r N THICKNESS 1. SHALi.OVd FOJNDA IiOly DE.~iGN SHCtWN ON THIS DETAIL iS
GROUT PLUG, ~ ~~j= P1P~ alA. „ „ WIDTH LENGTH WIDTH SASEO ON fNE F0~_LOWING PARAMEfiERS. DETAIL4,/04 i
STANDARD ~f DETAIL 'D" (IN.) D IN,j B FT.) C (FT. D FT. Ai_LOWABLE .~OiL BEARING CAPACITY = 2000 PSF 18" 18" ~}g" g l CONCRETE Gc;)MpRESSIVE STRENGTH = 4000 P5I i8"
MANHOLE 3/4" STAINLESS STEEL ANCHOR < 6 12 z'-~r'~ 5,--6„ 3' 0" GRADE 60 RE:INFORCENG STEEL _...m..
@OLTS ~ 12 2' 4' 6 -3 3 ~-Q M~xiMU~ Sir°,t~~ v~~.ut;i t r = its r i/5t~c; ~ A
6--12 x--12 „ MAxIMUM SUE'PQRT HEIGHT (H) 12 --Q 10 2-~ ~-a 3To , » , „ iF FIELD CONDITIOIr`S REQUIRE ANY DEVIATION FROM THESE
12 12 2 ~4 f ~ -O PARAMETERS, THE FOUNDATION DESIGN SHALL gE REVIEWED
EXISTING GRADE < 6 12 3' a" 8'-(~" 3'-0" BY THE ENGINEER.
~ 12 3'-a" 9'--G" 3' Q" 14-2a » „ 2. IF SUBGRADE AT LOCATiaN OF SUPPORTS IS DEEMED UNABLE. 1Q 12 3 --0 9--10 3 --~Q TO WTHSTAN OC+ P F AKIN PRESSURE A PILE NOTES:
~ r~ STEEL CASING PIPE I~i ~ D2 0 S BE G , 92 94 3'-Q" 1D'-6" 3'-Q" WIDTH OF PILE CAP
i 4 -i SUPPORTED FOUNDATION SHALL. BE UTILIZED A5 PER DETAIL. » 1, PILE SUPPORTED r0U€VDATION DESIGN S)-fOWN ON TI < 6 14 3 -8 8 4 --Q i5 BASED UPON THE FOLLOV~NG PARAMETERS: SHOWN ON THIS DETAIL
' IF BEDROCK 15 ENi;Ol1NTERED WHICH Wif.l. PREVENT 3-FEET CASING PIPE TOTAL PILE ~ 14 3 -8 1O ~-O 4 -0 MINIMUM CAPACITY OF FiP12x53 PILE = 3Q T( \METERS- PILE = 30 TONS
.~..m.,,...,.,,,,..,.. ,..,,».,.M.~.......,_ ..~....,.r,...,.,...,. ~2..,2i~ 22w28 ~ » » MINIMUM COVER O~~ER FCOTiNG, DOWELS SHALL BE DRILLED DIAMETER WIDTH SPACING CaNCRETE CQMPRESSlVE STRENGTH - 4QQa 1O 14 3 -8 11-0 4 -O UNDAT?QN, SEE DETAIL » INTO BEDROCK PRIOR TO PLACING FO IN.j nA" (FT. "B" FT. GRADE 6Q REINFQRCING STEEL GTH = 4000 PSI
{ } ( ) 12 14 3 -B 11-1Q 4 -Q 2~D4 _ » MAXIMUM STREAM VELOCITY _ 10 FT/SEC IU FT/SEC
l G 18 ~ ~ ~a ~ -O < 36 6'-0" 3'-O" !F FIELD CONDITIONS REQUIRE ANY DEVIATION FROM VIATION FROM THESE
DiP CARRIER PIPE 34-66 8 18 4'-4" 1Q'-G" 4'-0" TWELVE-INCH AND FOURTEEN~INCH WIDE PIERS AND FOOTINGS - PARAMETERS, FOUNDATION DESIGN ShIAt,.L BE REV1E 3Q-36 4, SHALL BE REINFORCED WTH ~3 BAR5 AT 12 INCHES OC EN 38-42 Q'-6' 3'--5" THE ENGINEER. IA.I» BE REVIEWED BY
~ 9O 18 4 -4 1 ~ -G 4 -Q EACH DIRECTION Div EACH FACE,. EIGHTEEN-fPlCH WIDE PIERS 12 18 4'-4" 12'-~" ~+'-Q" AND FOOTINGS SHr'~LL BE REINFORCED WITH 7 BARS AT 12 45'51 ~,"3+' ~~_3„ r ~
STANDARD ! , l PIPE C~PPORT, ~ 2, LrC\GTH OF PILES SHALL BE AS REQUIRED TO DEdE < 9 » INCHES OC IN EACH DIRECTION ON EACH FACE, „ r ~ $ 5 --4 9 -6 ~ _0 54-60 8 -Q 5 -Q TON ~APP,CITY BY ETHER END BEARING, FR1CTfON ~ TIRED TO DEVELOP 30 NG, FRICTION OR A
MANHGLE ~ SEE DETAII~ 8 18 5>-4» 99'_0» 5'_0}, CQMBINATION OF END BEARIPdG AND FRICTION. A5 ~ =RICTION. AS A MINIMUM,
38-48 38-48 EIGHTEEN-INCH WI(~iE PIERS SHALL REQUIRE TWO STRAPS OVER PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO U' 10 18 5 12 --~0 5 -O 5, THE PIPE INSTEAD OF ONE AS SHAWN}. ~ SOIL. FEET INTO UNDISTURBED
12 1B 5'--4"' 12'-10" 5'-O"
~ ~ 18 5'_4" 9'-1C" 0" WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED 5 > » » 6. WITHIN A STREAh~ AND ARE NOT COVER;~D WITH BACKFILL, SEE
5r-56 8 95 G _-4 11--4 5 w0 ~ ~ P~'T M AC" 5i-5Q DETAIL A 0. ~~D4 FOR MODiFiCATIONS TO U ~ RCA F t
90 18 6 -4 12 -4 5 --0 OF SUPPORT, 12 1 i3 G'-4" 13'--2" 5'-Q°
r-~ ~ ~ f API P R ~S ~ Y I A~ P1P A~. 1Pf~ S. C'T I~J~ A~ u 1 ~
D~ r~a~ To scA~e ~5 ~ _.__~__..n.__.......~..~..__._._.._. -ti r i U ~ ~ - D3 NAT To sc~L CAP DETAIL
~J N(~~ ~1`~ SCALE
0~46g~'Ip6lp ;~r
PRa,~G~' MANAGER aRAWING SGAI~ RELEASES F4~ OAS' MuvF X101 JOHN HUMPHRfES WYND OA~"E ,,e m° ®o ~
RALiMiGH, NC 27fi12 DRAWN BY PRf?.£GT DATE APPRO'~Af~~ 43NTRACT * ~ , CONTRACT 1f - a7lC~5 ~ y D
(919} 782-049 AMH 19~t a ~ ~ ~ ~
APPROVEf} EY i' 81O01NG tki'~3AC'C aRa.,~e t~~ MVt;'Rr 4035B,t)D,RA Office ~.acatlons: r ) « i~~~
CONSTRUCTION REV, N0, ~ DESCRIP11ON DA`tE ~,aT DA7£ G~ammu€ti~r in~stru~~r~ Cottsult~nts Narfih Carafina Georgia N ~ v ~ ~ITA~Y ~~~V~~ lMP~~V~MENT ~A D11
~~rAi~.ss~rs 3tp7 South Carolina Florida ~V~SIQN~ 'RECORD DWG. . ~a . ! ~
~b4 ? ~ ! 0 °6 ~i r ~
~a

,z
x~
,
r~
~zp~ U U ,a
~ ~ 1/2 PIPE #D 3000 P,S,ra C~NC,RETE
~ ~ CUT TQ FII ~ ENCASEMENT . ~ ~
4d ~ ham" 5.C » ~ 21 SAX, 9 LF . . ~ ~---•T8 93ARS AT s CT
BILL nF P~ATERIAL FnR 4' MANNpI • OR 4' MANHOLE
~~r~ EXISTING CSR PROPOSED MANH~?LE ~ ~ ~ BAR SIZE LENGTH Nn, WT. ' a NCI, I WT. LBS,
a.~a ~ ~ ~ ~ 18 103 ..µM~
A A CORE 1~OLE FOR INFLUENT D.I.P. ~l • ~ ~ Q cl. "A~ cnNC~nT;w TnTAI cu, Yes 1,aao ,a e.~ wU, YDS 1,000
~ VARIES WITH CORING MACHINE AND lNSTALI. c~ . ~ ~ ~ ' b V ~ r Q ~ ~ Q
. FLEXIBLE RUBBER COUPLING. ~ ~ SEE NOTE 5. ~ cr_ .
~ SECTION OF €~RECAS~I 1 F4" x STAINLESS STEEL ~ l c~ F €~RE~AST Iu1ANH~LE- I ~ , . ~ ~
~ STRAP W1TH ~ RED HEAD > ~ 9 ' ' D
~w~=d T ~ ~ ANCHOR BOL S. CAT. I C~
~~v~~ WW-1416 ~~wm ~ a_ z o ~ CONCRETE COI. ~ ~ • RfwINFnRCE)a CnNC, PnnT1NG i="nR '~~ETE ~a~.~..r~Pt ~ P
s- d~ STEPS 4 RECAST N1AP~Hf7l,E . ~
zQ~o 1 x ~ STA{NLESS / . 4. }-W-- ~
'~'c; STEEL STRAP WITH ~ BARREL r Y ` ~ ~ BILL nI~ MATERIAL ~"nR 4 MANHUI v a CSR 4' MANHOLE
~ ~ F~ 2 RED ~A ANCHOR ° . . W d ~ A.. , BOLTS. CAT. ~WW-1416 ~ A. . d • ~ BAR SIZE LENGTi•{ NB, IJT, A' ~ ' NO, WT, LBS,
qq n x (~i V) ~ .,.t t .p , v `t ~ ri s' 4 p a _ J 4 Q V Y x 4. t. 20 136
p but tf} a ~ ~ n a , •r x. ~ ~ CL. A CnNCRiTE nTAI CU, Y~JS 1,359 'U, YDS 1,3€1
Y~(jKC ( 6 `P e
f ~ P A f ,4 I YP,
7 • ~y "~'iW AGGREGATE t'. 'q' ~ C~3 . . F- 4
~ ~ NO. 'S~ S ~O~IE I
a~ ~ SECTIQ~J I ppQ~~ - ..............~.~r,.q~~.,,.._. Tl N ~'I_AN EC Q B ~ . A~JIJS l F~uS~ \
C7 Q rP? -STANDARD MAN~~NLE r, / Rn~N~-QRCE~ cnNC. ~ aaTING PaR
NEW A~HPHA~.,T FRAME ANI~ C~VF~R - 5 PRECAST MANHCIL_E
T~ BARS AT 8" CT
,a a , ; • a . . a• . • ~ . ~ ~ nP MATERIAL PaR MANHnI.
~~VTIV~V r-- a„ ° , 4 ]R 4' MANHOLE
~ ~ ' CO . AR TYP. l.L , :d ~,d ..a ~ ' . ` ~ , . a a. ' . ° `a U BAR I SIDE LENGTH Nn, WT, NO, WT, LBS.
POSITION sTEPS aWAY ~ . sl~~.~ysq~i~r~~~i~~li ~ ~Us~//N/~/m'~p.- s~ x 1 ~ a Tory' ~J ~'`F5 ~Q 1E I ~ l'~ ~ 24 165
FROM DROP AS SHOWN a EXIST, A~B,C, ~ ~ CL. °A" caNCR TE T T ~ E a AL CU, YDS 1,77k . ' rn --U, YDS 1,778
J.d.^ .~V ~r, " ~ • ~ , rr CCC~MPACTED ~
NOTES. SLOPE C'OP OF CONCRETE ~ ~ ~ ( a~ ;BETE ; . ~ • . , , , . STANDARD .
a~' BASE ? i OWARD TROUGH 1. PIPE FOR 1NSlDE DROP SHALL BE SCAR 35 P.V.C. : 'OUCH . MANH~1>~E '
4 I i I 4. , . ~ . ~,ONI?ORMIN.~ TO ASTM SPECF.CATO~1 D303 ,g .d • y ~ ~
E OF 2. BOTTOM BEND TO BE 90 SHORT BEAD, BELL SPIGOT, ; ; ; , ,g e A X10 ~ ~S._ f, '.a SDR 3~ P.V.C. SPIGOT OF BEND TO REST DIRECTLY ON - ~.l CHdMNEY NAT ~ ALL BASES Ak?E MINIh1UM 9" TF . , ~ • ii 11NIMUM 9' THICK
a Y P - EXISTING SHELF CONSTRUCT MASONF,Y .ROUGH FROM DRO MANHQLk.S SHALL A~ . ~ , ~ , • . • • • , ~~INI~nRCE~ cnNC,rnnTlN~ rn~ a Sf-IALI. ALSQ CQMPI~.`~ 'vU(TN 1 • ,
EFFLUENT TO MAIN CHANNEL. (^~q ('y a STANDARD DETAILS j,,. • ~ • , PRECAST MANHnI~ ~ DETAILS FOR MANHOLES. ~ _
.V. .DROP TO ACCEPT DJ.P. SPIGOT AS SHOWN. : , 3. NOTCH BELL OF P C a a j----T~ nR T~ BAR
4. t..OCATE STRAPS AT PIPr~ BEIi_ AND ABOVE BELL OF 9C1 BEND : ..a.- ; 1 NT 1N AS SHCIWN. ADD EXTRA STRAPS AS NECESSAR ( TO MAf A .w~:` ~ SECTIC.~~J -PRECAST C.~NCRETE ..,PACER 7 HK
. ; f PACING Oi= TEN FEET, MAX MUM S { ~DC~NUT RINGS) NR CANC.
i S. HOLE iii MANHOLE WALL TO BE MADE WITH A CORING MACHINE. BAR BRICK IN TRAFFIC AREAS
TRiL SEE DE ~ ~N! Y, DONUT RINGS NEiT
6. CORE HOLE SHALL NQT ENTER CONE: SECTION. r - ~~CT10N_ /~--A 4 A~~..nwED IN k.ASEMENTS, PLACE
7, MINIMUM D1AM~TER OF INSIDE DROP MANHOLE SHALL BE ~ FcE I•. D ~ • ~I r
SE
T I ~ 7 .~..,._..,_w...~...
~ ~ ~ ~ i ~,aT To sCALE 3 ~
NOT TO SCALE s~ais D~ ~~T TO ~c~~.E
C I,.
E
FINI~H~T; G~A~E ~iNlsl~~a A ~
_ cR o F~>~NCO Ec FOR CONNE FERNCO ECCENTRIC COUPLING FOR CONNECTING PIPES OF
~ ~ ~ ~ ~ T GgMRACTED BACK F11..L COMPAGTBD BACK FILL UNEQUAL C UNEQUAL DIAMETER, OR
~ ~ APPRaUED i / / / 1 i ECCENTRIC . if / / f ~ BUSHING APPROVED EQUAL
\ \/\/,\/.\r ~ \
/ / 1 4 \ . \
\ ~ i ~ MA(NTAfN \ UNOISTt1RBEl~ /f ~ CONTINUOUS
FINAL FINAL, ~AGK~II.I ~ / ~ TRENCH WALL ~ ~ FLOWLfNE
~ACKFILL ~ f', ti f \
/ \ ~ ~ PV R ti C D I \ i FLaW DUCTILE: IRAN PIPE / \ ABS PIPE IRON PIPE
r ~ \ f s i
/ % s ~ _ . ur~D~sTUR~E~ sa,l LINDISTUR~E:D SC~ZL \ ~ /
~ ~ \ INITIAL \ 1,~ I • 1 .y \ ~ t BACKFILL _TQP GF pIPE ~
\ ~ ~ \ • / y~ a / ~ \ SPF~I~ L!•JE EMBBDMENT ~ \
2'_a'r OF PIPE ~ , MAtERIA~ \ ti
HAUNCH! ~€G < HAUNCHENG EMBERMENT ~ E C ~I ~ N . ,~r MATERIAL
. ~
lNETIAL B,AC~SF~LL ' ~ ~ ~ ~ ~ ~ BEDDING / • :o,.•'` 4' \ 4" HEflpING MIt~iMUM '`w•
T
BACKF~ILL
e E AGGREGATE 5TaNE FE~(VCO• FERNCO---1056 SERIES W/
0°0°° o°° ° pp~ p~ ~J °o °oQDO cb „ . ,_.,,,.,,,,r.,,- ~ a~'pq° 6 #67 STONE! > > STANDARf~ BEDDING BEDDING, SIN. a" STAiPJLE`. SPECIAL. BEDDING TaP ~ s~DES 6" rr-~n z -rn ~ nrn-r~ ~r ANt? 5Hi STAINLESS STEEL CLAMPS AND SHEAR RINGS. OR
t~~1lJl`~U.I~1(Vl.a °o4v a a °°a`Doo °p' PIPc. GRACE V~HEN ROCK I5 5"~ T ~Q.1~. OF PIPE. ~ 6' MINIMUM SIDE CLEARANCE _ ~ r ~Jf~ ~ ~ v i u~.r' ~ n,~ BOTTOM, TYPICRL ~ APPRQV€ ~C~~ 14 ~-~a ~~.PTi-!~ APPROVED EQUAL.
w~~~.......,.,_,.. (n~4 {~qp oho n o tl o ~oe0p0 ENCGUN~'ERED W°i1 a4° tl~'a 6° p(~ OQ tJ(^'~ Q ° e °Q 400 6 p ~1 r_
000 0° Ceq°fltl ooa ~0O qo q u D~.IJ~I~4J » „ a00 04 ° a D `~d8 00 ° ap~$o~4 ~ ~ O,D. OF PIPE 12 ~ MAXIMUM SIDE CLEARANCE o e4~' °~onc,$ a~ po o°oa o~9eo°o~~ ._.W._.. ~ ~
~ 1 I
TAMP ~'FI~L I~I~I~ER MI~dIMUM SIDE PVC OR C T I ~ ~ DUCTILE €RON POPE V/CPP_ IRON PIPE
6" ~,D, PIPE 6" _ CL.EARAi`1GE ~3~TTEM NAL.F
>voTES;_
E'E PIPE. 1. E~~EDMENT MATERIAL MUST BE CLASS 1
(NO. 67 OR NQ. 78M WASHED STONE 15 TYPICALLY JSED)
NOTES: F.#~+~EDMENT MATERIAL SHALL BE COMPACTED TC~ A 2. MI~IlMUb1 OF 90~ STANDARD PRQGTOR DENSITY FQR
~ TYPfCAI... T RE1~CN ~OTT~f~ ~I~iEP~Sl~f~S ~ TRENCHES REQUIR6NG SNORING AND BRACING, DIMENSIONS SHALL, BE TAKEN C[.ASS i MATERIAL. ~~E~IATIU~ N -
~ ~ R 35 P ~lC., GRA~fITY PIPE ~R ~ FROM THE INSIDE FACE Off' SHE SNARING AND BRACING. REFERENCE SPEGIFECP,Tl01'~S FQR Et~QEDMERT
~ 2. NO ROC{~S OR BOULDERS 4" OR EARCER 70 BE USED iN INITIAL DAGKFILI. 11~T_S MATERIAL SPECIFICATIONS.
1. Apr -trenches requiring shoring ~.nd bro.cing, ~ir~enSianS Shall 3. ALL BACKFILI MATERIAL SNAIL BE SUITABLE NATIVE MATI~RIAL. ALL SAN9TARY SEWER LINES LESS THAN 4 FEET AID
be Laken f roe inside face of the shoring and ~rat~ing, BACKF L A p A ~ 4• AVER 2Q FEET €N DEPTH MUST BE D.I.P.
4. I L SH L,~ BE T MPCL iN ~ LAYCRS !N TRAFFIC AREAS, 12 Ind NON~IRA.FFIC AF iVo rocks ar boulder° 4" or larger to be used in ini~:io.1 backfill, !~1'RA.FFIC AREAS. NOi'E: SEE STANDARD SEWER L1P~E TRENCH DETAIL i`OR PII~i BEYOND COUPLING. 'AIL. FOR PIPE BEDDING
~E >~ll backf ill r~aterial shalE bo suito,ble no.~;iVe rya serial, n ~ i1 ~
I ~ ~ ~ackf~ll shall ~e ;a~ec~ m 6 l~f~s ~n ~tr~,ff~c areas, 1~ In _ ~.m..._..~___.~..~.....,_.w. ~ , ~
non-~raf fIC a~''ea<~~ 1 6 I L
I~- f ~ ~ ~ C7 7 i f L_ t COUPLUG"
T~~I~~,~ ~~iTf~M ~IMEN~I~PJS A~~ ~AC~~~~.~~NG DoT Ta scAL~ C~~ NaT TO SCA~~. TO SCALE
REG~I.IIREMEN_l~ MGR PVG GRAVITY SEWER MAIiV PLOT T~ SCALE
`4aat~€~~r~r w~~
PRtWEGT Mnr~A>;ER DRAPING Scn~e RfWNrEASEO FqR PATE MwF NTS 3101 JOHN HUMPHRIES 4VYN0 i 'b~4 3~~ d~~ R PATE ~ ~ s~ ~
RALEIGH, NC 2612 aaAw~ sr ~c~cr DAIS ARPRpVAL5 T~'WC7' lI ~ ~ ~ '
Aa~~ (s~ s) ~s~-04ss AP~'RQVED s~ rRt~ct NtlM8F~2 BiDp1NG aN,~c~r II ~ ~ aa~c~r~~-mss
~,g~,~ Office Locations; q2~~~ r I ~ ~ m
RE~'. NO. S DA I~.ot DA3'E CgmmUni infrastru~lcure tx~n~uit~nt~ North Carolina Gear is CnNSTRUCTION DE CR TION TF #Y 9 r~~'~ussH~s ~sr2oot South Carolina Florida ~ Y ~ IMP~R~~I~MEN ~ANiT~~ ~E ~ T~ ~ V D11
R~~IISfONS RECORD DN}G. ~a 0! J~ '1
e ~ e ® i e ~~p f~~r~ } ; 6ig1' 0
-
- ~ m_, ~.__.~w,._. ~ ~ . M

v~ ~ ~

Nt~~
ELEVATION VARIES
~ ~ MINIMUM A/G WEIGNT ~ I LET ~ EKING REFER TQ PRQFILE
FLAME ~6~ ~ RECESSES FEUSH P~AI~NOL.E ~ ~AM~ A~1D CC~~~R FQR MANHOLE FRAME. AND GOVER 1 QR ~ OR 3
~ a ~ ,.--w- CaVEi~ 170 TaTAL 43~ D1 D1 D
~ ~7'T'~'
a4~ •a~_--~ _ ~ ~>~p„
~~a 3 -1" DIA. HALES MANHOLE STEP m > . .
~Q~ 4 C,~'~r ~ ~0 lbs. ~~~NIP~~4JM ~ D1
t~XO t F- d
A A la~ ! •~i ~ NEW MANHOLES U5E AN APPRQVE BITUMINf7US Q
~ ~ g" BASE SEALANT THAT ShiALL i~E APPLIED TQ
~ ~ ~ ~ ~ _ ~ THE TOP OF` THE CANE S;CTIQN TO PROVIDE A 1NATER TIGHT SEAL.
~ ~ ~S ~ L
MANHOLE uQNE AND BARREL SECTIaNS SHALL BE AS PER
~~nw TYwICAL LIFTING DEVICE ~,~m ' ~ N•C.D.a.T. STANDARD 844.67
~~0~ a~a
~4~p 4'Tfl fi'D!A AS RFQ' ~t~ IT ECCENTF~IG M.H. CC}NE M,~Y i'~
(jVl~ n ~.i „ » BE IJSGD ON 8 AND ~ a RING SEAL
C7 ~ ~6 ~ ~ ~U U '~~mw ~ ~ ~ ~ d' ~a SEWER MAINS _I ~ ~ aR RAM - NeCh ~ 4
~~C) ~~Q~ ~ ~ ~ ~ RL,BBER Bao r
P~.AN no~n~ .w._..." • D~ . ~ 4n
x~cia
h
U nz I-~-~---- Il4 - LATERAL INVERT SHALL ~ . n ""w'.-.,.--.... NOT BE LOWER THAN
ca ~ 26 MAiN SPRINGLINI".
~ i ~ ~ . w .t
~ 1/s i 1 Vv'HEN MANHOLE TOPS ARE IN
I EXCESS OF ~ ABOVE GRADE
7 1/i'" GASiC~T IN VERTICAL. OUTSIDE STEPS MUSfi BE PRQVIDED. SEE STEP DETAIL
„ FACE C1F CEVER 1 S~.CTdQN A-wA g D1
RING MUST DE I
~ N ANCH~JRED IN ~ /411 I EXTENpED MANHOLE BASES MAY BE
24 ACCGRDANCE USED TO MiNIM1ZE MANHOLE
WITH 3 Ibs. ~`"`~;'ro~, D4AMETER WHEN A LARGER MANHOLE . ~ .4 !S REQl1ERED BECAUSE QF THE
~4~~ 01 . ° . d DEPTH, IN WHICH CASE MAIN SIZE
WILL DIC1"ATE h>iANHOLE DIAMETER. 7 1 ~ .
A - A MIN. 6" COMPACTED 67 STONE BASE Ta BE INSTALLED
UNDER NEW MANHOLE.
~ » f
' ~ IN NON--TRAFFIC AREAS, TOP OF
5/8° A . ~ FRAME AND COVER SHALL BE
STAINLESS STEEL RaD INSTALLED A MIN, OF 'i' ABOVE FiNiSHED GROUND SURFACE. ~......v.~..~_..... d
~ TYPI~A~. ~.~PT~I~1G D~VI~~
f C.' ~ ' , . MEAS~~REM~N~.~ I~IC,N~.~ 4 . d
i._ raw aF caVaR ~1QTE. P~~~vIDE SULID M j 4 DiAMTER OF MANHOLE MAIN SIZE OR DEPTH so~~~ MANS-IO~.E_ ~a~~~ ~vN~r~~ OR DEPTH OF INSTALLATION
S~I~W~1 aN THE DPAWIf~t D~ Wlf~ S OP AS C11R CTE~ _ 4' s" Tn ,2'° c A G ~ 0' TO 12'
ELY E~J~If~~~R, a' Q" fi 5" TO :50" 1 12' TO 20'
6° - 0" 36" TO 54" 20' ' 20' AND GREATER
1 ~ ~ ~ r-- ~
D 1 T ~cALE D1 aT a T ~ D1 ~ Nt~T EO SCALE
Q~ NOT TO SCALE
4„
~xTEN~ ~XT~END C~VE~ ~f~`,IERT r
. Q "Q V' p' b. ~
T N !A I~ CXIS ~ G SEWEf~ M I ~ „v 1 ` M~iI~ ~ .
V'~ ':~.:a d~~v. ,a f, ' MANHOLE BASE SEC110N 4 - ~ .
'~.4 P 1 , 5
D . NEOPREN±= BQOI~ ~ , 4 ,
C d ~n V i . ~ - ° EXPANS#ON BAND ,1 v ~
~ ~ ~ -•--GROUT AROUND PIPE--TQ A {4
` , v ~ ' ~ • 5 BE FLUSH WIT~I INSIDE FACE OF BASE SECTION f
~ ' ' , ~ - if
' ~ ~ ~ ~ ~ ~ ~ ~......-Mir...' w. «+w-M . . C` » , , GRAV4TY aEWER 3 MAX.
EX!~IING MANHaLE _ . , . p - 9 p , c ` a p ,b C . ~ ~~`f MANHOLE ~p b ~ .S7
~ ~ 1.~._._.., INVERT A
fzAMP DOWN Ta ~ECT~~~i AT R~G#~I1 ANG~C TCl E~ISTSN a ~ a 1 E~ISTSNC f~lA~~1 ~ ~ ' • . SIDE ELEVATION
GRAVITY SEER ~ ~ f..~iST}NG BENCr~ I ~~~i-ru ~r~ni E~r ~ PIPE CLAMP . • ~ .
o ~EXISTWG ~ ~ 4'-D" FOR 8 TD 12" MAINS _ MAINS ~ ' ~ ~ SL1P RESISTANT GLEATS F CLEATS
e ` ; ~ BENCH 5'-0" FI7R 15" T? 30' MAINS
6'-0' FOR 36" TO 54' MAIhS MAINS .
CORcD HOLE W o'' _ . _::~r~'::: . ~ "d`.': 1. FLAW SHALL BE MAINTAINED a NEOPRENE BOOTS ;a, DURING CONSTRUCTION, <j °
11 9 P
'o'....:'.:...; a: 2. THIS 6ETAIL TO BE UScD WHEI~I Q.
4 A 6" OR LARGER LP.TERAL GROUT r iG ~ E b
NECESSITATES CONSTRUCTION 0~ A NE'v4 MANHOLE OR WHEN NEW -a'_~ 6, M1 NOTES: ~LEV,~TIaN
MANHOLE MUST BE CONSTRUCTED 6'.6~ 6~~ • 1, ~v'~ATERIAL SPECIFICATIQNS; NEOPf~ENE BQOT ASTM C;~-923; PIPE .n Q ~ 3 t?R ~4 REBAR
OVER EXIST. SE'+NER LINE. ._L_.__,.._ ~ (;LAMP ~ EXPANSION CLAMP -STAINLESS STEEL, AST C--923,
i 3. SEE STANDARD DETAIL ~ SAW . C7 CUT SPRINGi_INE C~l_INE 2. T~'~O PIPE GLAMPS REQUif~EO FOR PEPS O.D.'S 15" ANf.~ LARGER. - CORROSfUN RESISTANT MATEf ISTANT MATERIAL
FOR PRECAST MANHOLES. ~ DRUBBER, PEASTfC) 1C)
4. THE C~NTRACT~R SHALL
rI . ' b ' o v PROVIDE A MINIMllM 6° COMPACTED ° ~ ~ . ,
# 67 STONE BASE. a ° ' a e ..4 °.d pp a o ~ .4 ~
5. FOR SPECIALTY SECTION OF ~ EXISTING ~XISTINC SEW MA N ~ ER ~
PRECAST MANHOLE, SEE DETAIL o
6. FQR BASE dF MANHOLE, SEE DETAIL 2 SECTIQN ALONG CENTERLINE DF EXIST CONNECTION TO EXIST. PROP. MANHOLE DETat~ r'~ STANDARD MANHOLE .I~STALL_F~TION OVER EXISTING SEW N07 70 SCALE ~~1 NOT TO SCALE DF" ~XISTINI~ MAN
s~cT~aN ' ~ C,
NaT Ta ScAL~
~ ~ i 7 _ r P DIE-TAIL
4 D~
D1 NaT To scAL~
~~~19691b ~ ~}g~,~
3101 JOHN NUMPHRIES WYND RELEASED FOR DATE ~ SATE ~ ~ ! r
M~ ~ RALEIGH, NC 27612 ortAxN eY vAO,+~cT oAtc APPROVALS ~ Dl jDl 1
anr~ „ma (s~9) ~s2-o4ss ~
. APPROikU BY PRO.~C7 tA1M8ER D~~¦ l~o $f~~li~1Ci Myuf g035g,pp,Rp Office Locations: ~
REV. N0. DESCRiPTiON DATE ~ Nnn+E wwr one community inft~structute consultants North CaroEina Georgia CONSTRUC710N o ~ ~AN~TARY ~WE~ IMPR~V~ME~I~"~ woo
REVISIONS °ErA'~s$"TS a~o~ South Carolina r~or~do RECORD pWG.
. .p ~ 1~'.
g1~~~r~afif`Ot~~~~ r
Y

~ f g.L
? as r ~z ~ ~ ~ ~ ~
J~ RRO , /f. 00 PLIN ~
fR0 Y r'~ f , ~ , t' a ~ ~ , z Q3 f ~ 1
/ ,f~ ~ ~ f , q• ~ ~ REMOVE ~ TY~p'L o ~ / ~ ~ REMOVE W REPLACE 5 t~' 01 ~ ~ ~E~'LACE ~ ~ ~ I E3~{ST, ~ p!P AND CONNECT
OF ~XiST, 8 ~ , ~ / " EXIST, 8~ DEP AND ~ ~ TO ~~pST, SEWE,,R UNE T; TO EXIST. SEWER
CONNECT; TO E~I~T ~ ' ~ I ~ r LINE ~ REMOVE E~15T, MANHOLE AND
i~~ / ~ ~ 1 l 'y i ~ ~ INSTAtk. NEW MANHOLE ~
~ P A i ' • REM~9VE 5 LE OF ~ OP,
~ r C STRIlCT90N t 1 / r ~ ~ l A M NT ~ £SEE EXIST. ~ VCP ~ CO LING t $
~ r . H L,S7 f r {~P-51.2.01
~ t ~ a ~ ~ $ ~ i E = 03510,:?807~0 ;n
a z U ~4 ; , °~~r~ ~ ; ' r f' n~ ~ = i l 426.3885:50 ~ ~t v our = 503,0
Wf WATERTIGHT FRAME AND ` / t U IN U~`5S 1 503.56 ~ COVER W/ VENT STACK
Q ~ ~ 4 Q } ~ ~ 1' tY ~ 4,i § ~ ~ I ~ r ~ Inl OAST) ~03.~,6 STACK ELEV> _ 514,OD ~ m
/ ~ ~ I ~ c.>~ ; PL G EXIST. ~ VCR i /
~ 4> ~ r 4:'a ~ L } / ~ f, j
~ ~ f ~ ~ ~ 1 ~ , 1 t f
av ~ ~ ~ ~ ~ . ~ ~2~,SC~1~11VE o,~ / ~~Ni yA~ f 5~ JEER ~
U ~ ~ ~ I F 1 ~ INSTALL X90 ~ i p r e" ApPROX. LOCA110N OF ~ E,~~~rdlE~ ~ ~ SILT, FENGE ~ , F gyp' i ~
~ Q ~ w 18t?iC~ 20 NORSE TRACK ~ ~ w- p ~ ~ ~ { i' I ~
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LAWN BY PRC?~CT DATE APPROVALS A~ [phone] ,A~s ~ '~~QF~g' ~'f"'= CITY OF~ EDEN, NORTN CAROLINA STADIUM MG42 TO MG43 IG43 C6
N 11 /04 n~~vu~c~ eY BlOafNG ~ao,~cr ~urae~t
MW~" 44358.OO.RA 4f#ice Locptic~ns: ~ 442$ = MEAD~7W GREENS, DAN RIVER 8e COVENANT BR. SEWER REPLACEMENT ucnori ,~03fa 7 SANITARY SEWER IMPROVEMENTS STA. 0+00 T~ 3+39.7 NT
RSV. NO. O~SCRIP`C1ON OAT1W N ~.o'r nki~ Communlt 1n~rostruCture C4I~I'~~~s North Caralinq Geor is GONS7Rt1G7iON Y 9 BA5F~+tAP 3/6J2O07 $pkl~h Gg1"q~t11q Florida 9.7 1 c 9
R~VIS~~NS REGOREj owe. i~~~`'rR
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WITH NO7 EXACT M a~ 1wS-~/z6,1/2F~a FOUNDATiQN FFE LOCA71ON OF ~ C4NTRACI't~t ~t3 MQl,E tlNDER
Fnv~aA~TON coo ' ~ ~ 6~~.4q = 632.29 SERVICE. NQT 1~,.~ NaT IxACT MEBAN~ STREET Tl ~tE IaOCA~~oN OF 1~-s-~~-D RViC~S TO Ti~E PROP. TIE LITHE WEST Q TIME PROP. <
TV iN5PEC11ON. ~ ~ ~ NQT EXACT CONFIRM DURING ~..S--t/2 SERVf~,E. NOT IN ~'OUNDArION FFI~ = WATE~i LINE. 650.11 ~--s--~/2a,1/zs:-D N IN`~PECTION. ~-~4~-p t~rH I 0
c~~- ~ _~,...,,,.m.._....~ LOCATION OF PRE-INSPECTION. Fol FOUNDAr#ON CONFIRM f)U1ifNG FOUNt~A11ON FFE = # I C~
z ~ SERVICE. NUT IN - ~~"w NOT EXACT TV INSPECTION. = ~ .~o PRE-INSPECTION. 8`~.~~
F CONFIRM U ING ~ LOCATION O t~ R ~ { S~ 5HEEi' C3 & C4 ~R SEER PLAN ANp PRCF'fL~ 0
I SERVICE. NQT iN PRE-INSPECTIQN. a TV INSPECTfON. ~""""`"'1~ l Q
~ ` CONFIRM DURING Q. ~ ~k T l I~.._ _ w_...~_.~..~_
PRE°IN ECTMQN. ~ ~ ~ „I' a ..~.~......~.~.._~___,~----~.._.,~~.-..~..w....~. 2 PLUG WiTi•f 'LUG WITH j
l ~ 1 r! 4 ~ ~ i i3LQC1C~CiNG T'~. ~ 3
w M L 3 NCH ~ ~ y t l
~ ~ ~ ~ ~ pAf( 36 IF4GH t ~ OA#~ 18 NCH ~ ` LF OF ~ ~ j ~ ~ I ~ # ~ j`
~ . c~ \ PF~4~pOSi"17 f WAlEi2 ~ 4 ~ ~ ~ a 35 i.F' OF 7 ~ ~ i~ r ~1~ f / l ~ ~ I r REMOVE 5 LF OF
f S~~RVlCE 1~47ERAL ~ 7 PRpP05~J 4~A i ~ 1 ~W ~a~ ~ TO ~JtISTfNG M~1'i~,R OAK ie~,INCN s' ~ ~ 1 ~ ; ~ / 2" GALV WATER LINE
a ~ S~ViO~ ~.A"(ERAL q qF ~ ~ ~ gRl~YI~Y ~ w TO ~K~S~ING M~F2 ~ PRt~PO~D W R ~ Z ~ ~ 3~ LF (IF D ~ ~ ~ DOG D 8 INCH OAK 18~ #NGH STTJ F 1 ~ AK 1 CH STl3MI~ / ~ E t ~ ~ 1 t ~ ~ ~ J cc~C;~~ r P P05ED,1~ATER ~ ~ j
a ~ a ~ HARawppa a INCH / ~ ~ U~,~ 2 SLUG W'I"it~l ~ ~ ~ ~ , D~iV~WAY 1 5 Vi ST. 2 WAR r~ac~~ ~ ~ d ~ ~ C~ L~`FE~tAL
R R/w R/W ~ W ! o~~, B~.4CKiNG (TYP.~ Fi~lOV'~ ~ OF / RAW R R ~-~---~----R W / o - t~ TO EXtSTING MF"fFi7 uNE 7'q $F o ~tt~A~ ' QAtC 4 i 5~1]MP ` R W R W ABANDQNED ~ ~ J~ ~ W r I
~ / GRAVEL ~ ei ~ ' ~ 2 CaAI.. WAFER tVUIrwAY t ~ . ~ o ca / 31~E1 ~ R i ~ ~ / ~/w-----~-
aid- .M.~ GHQ - ~ r~iw - OH _ ~ 34 AF OHS Ot~iw
j ~ I t ~ co fir~v - ~ O5ED R ~ ! t RED AND - _ 843.66 SE VI LATERAL 1 ~
r J U~~y~„ 4 w-°` ~ ~ ~ ~ k.._, . , - - - / ~ RE LAC , 22 LF ~ ~ ~ ~.w.... ~ ~ C4NC 6 r
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( r r' a 1 r ~ L~, ~ r ~ ~ ~j SSMN - MG94 REMOVE AND
r ~ 1 fv4FE M S SS ~ - ~©w 653.13 ~ S 4c94 / REPLACE 15 LF 3.13 OF ASPHALT 6
39,5? TC~P = 634.9 ( ~ 6 ~ ~ ~ ~ a` cad = 626.77 RE~I,A~C~ i5 ~ I , iN lJT = 629.6 va ~ i -P Cs9 , ~ 1 l-...~....~....~...._. ~ ~ c~ = 6+ .48
626.az 6 tr A ~~iR ~ ` _ 1 I a a lO 5 L v' ~ ~ ts~q ii~V IP1 629.66 I ~ s i I 1 ~ ~ a
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OHS OHE ~ ; .~'-.--`w-`... FIE . r ~ ~ 1 REMOVE AND
3 ~-----M-~-- HMO LF QF ! ~ PRI~.6 D{P I A MHO -w--- \ REPLACE 75 LF OF
4`"~.. 629.60 ~ ~ S~VI~~ ~ 5~2VlCE 1 RE VE 1 L~' Oir ~ ~ w~ OHE NV 645,71 ASPHALT
ERVICE ~ ~ ~0 ItdV m ~ ~ GRAVEL ~ I ~ ~F O ~ 1 ~ t \ ° EX 5T: ~lA R
5.7.47 y, aRIVE~tAY / r J ~ J d~1C~~ ~ ~ ~ 5 VICE ~ O q PROP. rX5" E I WATER TAPPING SLEEVE
1 ~ ~ ~ WATER 5~~ICE t ~ ~ r ~ PRgPgSEC WATER ; l~ v~ AY ~ ~ ~ t~t+lA~tY 1 ~ ° E W S'FR t SERtI ff AND VALVE g
~ ~ ~I U~' P +3P ~ U) LATERAL TO 8 lF OF PR P~SQ} 1 arc ~ RVi RA ~ ~ ~ ~ c~iw l ~ 4 SE CE LATE L ~ ~ ~ Q ~ / , ~ U1 , ;~Y42 /J 1 INCH ~ GR~FE TC3 EXi~TiNG DETER ~ .6 LF OF PRQPOS ~ ~ ~ IN I HARDWOOD O t :.Y
~ ~(#S~IN~ ~ ATER 5 RVIC~ r ~.w_ 9 ? LA AL Tp 3 ~ ~ ~aARawapa a INr~ ? LATE AL TO - r ~ ~ti ~ ~ M ~ 16 INCH b ~ - TER Vi ~ ~ 5ER n 21NG ~ , 4 / CH p CREPE z INC ~i
i EXISTING R ~ ~ C~ / 9 ~ CONNECT Tp a a l ~ XISTlNG. ; I / NOT E ACT HA DWaOD ~ I ~ LATERAL 0 7 „ ~ X OAK ~ ~ #NCH ! OAK ,r'', FINE 15 ING~t ~ ~ LIJG Xi51: 3 4 '
3 / ~ ~ HARa 3p INCH r r ~ 1 EXiS~,1NG i1d T~R ~ 15 . f f LOCATION OI•~r t ~ ~ \ ~ ~ % ENCH SERVICE. I~tC1T 3N ~ ~ / OAK 18 IN SERViCr= ~ NOT ENACT / .t ~
9 f r ~ ~ ~ ~ # ~ ~ i i I ~ F+Alaawooa INCH TV I CT1ON. ~ ~ ~ ~ o ENV = / / } LOCATIO OF 1 ~ f ~ r 645.33 ~ .
. I CO IRM DURING SERViC .NOT IN ~ \ i ~ ~ 92 LF OF ~ iw~= 1~~E-iN ~ ~ ~ ~ FINI= 16 #NC SEC ~ TV INSPECTION. fr~!~MOVE AND PINE 16 INCH
it E~RC~PU5ED WATER s~1.~5 REMOVE AND CONFIRM DURING REPLACE 20 LF dF I SERVICE LATERAL REPLACE 30 l.i• Ci: PRE-INSPECTION. CON(~t~
s I 1~S-F~-a N~TM TC E~(STiNG METER CONCRE 4 DRIVEWAY '
2-S-F-I} Wl~h! Ft3UNaAT1pN F'rE I 54.6 Ftx1NaA~10N FEE = t,,, ~ 5 DRIVEWAY ~ ; _ ? 2-s a-D vnTH ~
F 633.a4 2~S~F-a WITH 2-S-F-D WITH FOUNDATION f~ = ~-5-~'~-D "~rt~ z-S~F-D WITH FaIINDAr#ON FFE = 651,88 r"t3UNDA13ON FFF
Ft3UNQA71C3N FFE t ~ ~ 540.05 "OUNDA71aN FFE ~ 645.62 658.18 540.05 I
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a~+~av~o aY ~ r H BIDDING oaEG tn~ ~ s~i. ` = MEADOW GREENS, DAN RIVER & COVENANT BR. 6" WATER LINE EXTENSION ~ SI ON
iaWF 443&OQ.RA ~f#ioe Locntians: NAME wtat _ A. tXtmmuriit infrastruct r core North Carolina Geor in C4NSTRtfC1~ N ucnoN 02540 r
REV. N0, DESCI;IPTICN DAVE o~ y a e ~~tc~ts g ~Ap 3/8/24Q7 South Carolina Florida ~M~'~ 03/08 SANITARY SEWER IMPRO~/EMENTS owc. ~NdiN C9
RE~ISIUNS RECt~RD DWG.

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~ ~ 1. CnNTRACTOR SHAL1. REMOVE AND
RROP. R ~ r i ~ f c>" z ~ RESET ALL MAII. BOXES AS REQUIRED
w'~~ ~ SERVi~E LAi~RAl, ~ a ~ ~ j ,i ~i ~ ~ ~ t i r, ~ { BY SECTf~N 107-12 OF 'ME NCUOT / ~ STANDARD SPEGFlCAi10NS FOR ROApS
ca ~ D4GW D 6 INCH AND STRUCTURES. COORDINATE 'PHIS
' / I ~ ~ i WORK WI1H THE U.S. POSTAL SERVICE. / ~ ~ j 2. CONTRACTOR TO CONNECT EXiS7.
t ~ z w= A ~ ! QAK ~4 t MP D~t~AY ! r / ~ SANITARY SEY~R SERVICE IA?ERALS TO
~ ~ a ~ r ~ is. > ; ~ j / PROPOSED 8" SEWER AS DIRECTED IN ~ TWE FlEI..D. CONTRACTOR TO FlELp
~ ' i ~ O ~'1w RW RW ~Uwm ~ 1 , ! R~ OVE & ~ aH~- ~~'/~E ~ ~ VERIFY LOCATION OF SERVICE LATERALS.
a a R SCE 5
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~ E ~C DISPOSE ~ M STATItNJ ?+12.40 1 N: = 1pp5330.260581
nac~~ ~ 4, LATERAL 1 E: 1784651.983077
f YAK I~G RIM ELEV. - 653.13 - ~ o INV. bUT =648.48
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,r t'l? r MYR ,r Q K ip INCH ~ HA~'I} OC m HARK Op ~ ~ 981NCH
~I.C~ UII~-CALl. CEN`I"~ RO . 4 SEWE cH 6 REIv~aVE R CE a 2 INC ~ ~l :y jJl~\`
SERihCE LATE L oAK wT'~ L~,11Y r R fi 16 lF A5 LT /i~`\
~ 7 ~ t c~4 OAK 1$ INC€+ ra N ~ /~J ~ U iNU ~ t r _ \l/iii! ~
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J~R~ r\ ~ i.~ IG~~~ 0"51.75 .w._...-,._.. ~ ~.,._...M._...__, =1 PINE i6 INCH ~~k~~~ ~ !
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651.88 ~ 2-5-f D 't~TH r-. i FOUNDATION FFE m ' 656.16 ~ ~
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MW~" 40~5$AO,RA Office (_acatianS: 'UC170N ~ ~
REV, NO, SCRIPTI N A NA~~ PLar DATE cammunit infra~tru+~ture Con~tltants Narth Cara(ina Gear iu CONSTRUC170iV DE O D ~ Y 9 SAP 3/8/~U(}7 South Carolina f=larida ~ ~ SANITARY SEINER fMPRQ~JEMENTS ,<<; 12 C9
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1. CONTRACTOR SHALL REMOVE AND . , . I , ~.4 I RESET ALL MAIL 6OXES AS REQUIRED a I I I
I ~ ~Y SECTION 107.12 0~" THE NCDQT { { _r.,...~._._~_.~ I i 1 I ~ t ~ ..w..
~ ~ TAN A P iPl ATl N R R ADS I } ~ wITW IjouNb~T1aW S D RD S EC C O S FO O ~ ~ t ~ ~ F~ = ~~z.a1 ~ AND STRUCTURES. COORDINATE THIS I { ~~-w-- i i ~ ~ ,
~I I _ v a I ~ ? TH TH P T S RVI . ~ WORK Wl E U.S. QS AL E CE I z I i 2~5-r 2R 3 ~wQ t ~ e I I~ITN e ~ NOT EXACT t
~ ON A TOR T NN XI T, ~ 1--s-1/2,1 j2F-t~ ~ ~ I , 2, C TR C O CO EC E S a ir~T1"1 FauNanTlot~ f ~ i i r ........................-.......-...-.-n...._........v w......,,.....,...b,,....,......,..,....-....,,.... FOlSI~OATION I•FE E ' I,.OCAT(ON L}f i I
~ w ~ i SANITARY S#~WER SERVICE LATERALS TO I FFE = s~~.~~ p .~....__..,.~,_~._...,_,w~..w___._-.. PR~'OSED S SEWER AS DIRECTED {N 's I = 6~~.z9 ?SERVICE. NOT ice. NOT EXACT ~,_.w.~~.~..W..._..~__.,_ _.,..~..___.M~.~w,_._,.. ~ LOCATION OF ~ TV INSPECTION.
a~~ THE PIELD. CONTRACTOR TO FlELD EW r i I SERUfCE. NOT IN I NO, EXACT , CONFIRM (~UR(NG ~ ~ "."..~"_~...~..~..,...M...~.~~._.~ ~ ~ ! ors-~/zs,~/z~-a TV INSPEC110N. ~-~s-s3~-a w 1w-S-B -D WITTH
~ VERIFY LOCATION OF SERVICE LATERALS. ~ E LOL,ATION OF PRE-INSPECTION. NTH >-a~,NDArsoN r"~u f3A N ` S t~:Vl . N T IN i ~ ~ 6aa.~n ~ CONFIRM pURING N TIo E CE O ~ ; 644,20 FOUNDATION i=FE ~
a NOT EXAC`I~ , PRE-GNSPECTiON. TV INSPECTION. ~ I I 644.20 t
~ ~ Lt~CATI(1N OF ~ERV~GE. NOT IN a 1 ~ CONFIRM pURING ; ~ r I PRE:-€NSPECTION. ; ( i n i..~,.,._.,., i I ~ r ~
~ ~ T , l V (NSPECTlON. ~ E ~ _...,.._.I I k..~. P OP. 4 SEYVER I ! ~
aQw i CO€VFIRM bURING PRE-IN5PEC110N. ~ a~ SSE CE l.A'CERAE. i.__..~.__..,_.~,..M.,1 i ~ 1 ~ s.~. .......,_...._..__._._..._~.~.,...._.,.._T_._.u...._.._,..,~..._.....M....._,...w.
~ , ~l ~ REMt~VE dt DIS'PtySSE OF' ,s ~ 20 G.I. OF ExiST. ~ 1 { ~ PROP. 4" SEWER ~ ? A
~ ~ INSTALL 651.E OF 7' PROP. 4 SEWER v, ~ ~ ~ iNSTA 130 LF OF 24 G~' Ofi ~~ElS7 4 ~ MATER i. g . S RVICE LA.iERAL__.__ Ei G,.ATERAI. J ~ , MAi~tj~ 3 INCM ~
a ~ ~ TEMPORAL' SILT ~ TRAP ARY SILT FENCE ~ 5ERViCE LATERAL a FENCE ~ ~ ~ ~ ~ OA t81NCH ! ~ ~ P ~ OP. " SEWED` , - OAK 36 {NCH ~ ~ EMOVE & RG~PG.A S 1 , ~ REM
~ ~ ~ ~ $ ~N~ PROP NMOLE ~ W/ SOLID COVER 8 PROP MANHOLE MG92 ~ ~ RVICE ,G.ATERAE, , ~ ~ ~ Olr ASPHALT g ~ , , i ~ r 241 REMOVE & DISP~3S OF 20 LF OF EYJST. 4;
i~c~w~ raac~ 5TATI N 0+00 ~ W 1 ~ t /SOLID COVER ! ? 't ,r~ sn f > ~ GSP 0~` ~ r cr ~,A'~ & ~ SE LATERAL t
i N: ~ t104658.5~'263 REMOVE EXIST. _ ~ j _ 9 5TAl1ON 1 +38.33 p • ~ ~ ~ E. - 9 ~84869.3430D MANHOLE m I ~ 20 ~?F; EXIST 4 ~ ~ ~ ; OAK t~.INGH S P f ~ ~ ~ y. OR!'~WAY , ~ ~ LA L ~ I ~ ~ t ~ t AK 14AK H STUMP t
u ~ N. 1004fi89.29 5579 , zc,~~ RIt~R E , 628.9 ~ ~ I ~ -r- E; 1784843.884907 ~ C >l ' 6 r EMOVE•,& REPLA g ~ HARDWQOD s INCM ~A~ i 1 ~ k RE46VE do R P E s r`
~ ~ ~ ~ 4~ RIM FI.EV,-~~~k~~,5~..~. co IPJU : INV. OUT = 623.68 ; INV. iN ~ 626.82 i i~ j S LF' Q~ HALT ~ i ~ ~ ~ LF OF ASP ALT t
~ a~ ~ ~ ~t~ 627.23 ~ ~ ,.i UT ~ 626,$2 ' ~ RW R / ,r GRAVEL ~ ~ . ' ~ ;~VY ~ ~ RAW
759 ~ + . %a p !P1V M 620,11 _ ^~r 1 ' ~Wa ~ ~ ` RIV~VdAY ~ STA ~ r ) o . ~~a ._____.~~~.•3H ~ ` i , 1 , ti 4 OF ASI3 ~T ~ ~
~ Q i~ V - b2 iv - B 9.1{3 ~ r ~ .1 _ v~ 1 J , 1 ONE 1 ~ ~ E; ~ 1784771.352 17 . r HE OHE
tIy f •...1 ~ ~ f RIM ~ V, ~ 634.71 i GG+GV. i ~ X29,66 ~ r
~O Q ci ~ +50 - 1
~a c, - 2.~fl0 ©Jp ~ 4+01~ ~ 3+5Q I ~
~~~a TQP = 629.99 i' S5M - MG9~. - 0.~t~3 TOF = 631,52 pq ~ iNV ~13T = 625.49 ,
U4nt~ ~ INb llT = 626. ~ yy~ iAIV iJ 66.$2 _ XI T; _ ~ 4 ue.v.~er.+.w.n++.~++ri..aosaa,u..~nrxmew, IN S~. T 8~.9 Si ~ C3 i ; 1 Cy)
Sf ~ y INV IN = 62J.o$ ~ r Cis p U
~ ~ ~ , \ ~ ' ~ ~ ~ REM 354 I~ ~
~,ti ~ ff/ ~ / y ON>;~-~-~- ;E ~ ~ OF XIST. ~ VCP
~ l ....J j" \ 7 ~ ~ .3 4 v REMOVE E ST, ~ ~ , ~ ~ !
~ / ~ r REMOVE DISPO ~ ~ REMOVE ~ LF OF a r3 ~ E29.60 f' MA1V ~ I ~ P ' 1 F ~ REM ! P ~ REMOVE Z +6 L & D S 45E ~ RE VE & . i i
OF 10 LF' .,EXIST. o0 1N:~' - R LACE 5 ) ivo ENV . 7`' ~ ~ n , f AND PLUG 7. ~ ~ SEWER .s9 I~XIST. , w ~ 6z „ GRAVEL. tNSPOSE / ~5 , L~' OF EXIS . ~ OP G:IGIST, 6 YCP OF 5 L~' OP EXIST. / 6 LF OFD XI T j f r/
LATERAL & RED NECT` ) REMOVE & DISPOSE ~ ~ 1 t ~ ~ ~ ~ M ~ L 'DRAG, b 4 LATERAL ~ 1 ~ ~ 4 ~ RAL i l ~ , c~~ EMOVE & REf~LACE ~ ~ t~e~A~ ~ d ( ~ / ~ ~ ;x ~ ~ c #VEWAi i
a ~'0 RELAYED SE , 01: 25 LF OF EXIST: 1 „ ~ 7 P . 4 SEWER ~ 4" LATERAL 1Q G.F OF' ASPHAG.T + ~ r ~ ~ EMO~ ~ REPLACE ~ 7 ~ r 6 a , r PLOP. ~ SEWER ~ t I 1 D 01+ ASPG~GALT 6 « ~ E dt RI
~ t i ~ 5 , RAC:-- S~ E LATE ~ PROP. 4 SEWER ! SER~CE LATER '#.ATERA ~ OE ASI E ~t REPLACE ke / OF ASPH ~
,wJ f ~ 5 SERVICE LATERAL . `k EMQV~ 8t REPLACE 7 PROP, 4 SEWER ~ ~ ~ ~ ~ , ~ HARawOOS~ INCH { wf `'I"O G,.F,OF ASPHALT 6 5 SF.; SCE LATER.. NOT EXA T r ~ ` H awOOD 12 INCH 171
e S r''' 4/ ' 1 s ~ ` ~ ~ ~1 OAK 10 (NCH !1 / ~i r P1Nt;~36 iNt~N . 10 INCH
r ; 1 NSTALL T~IPORARY r t i ~ t ~ R SILT CHECK DAM - , ~ ~ t HARawOOD 30 INCH + f SERVICE. NU 11N ~ ~ ` f, ~ i ~ 1 ~ NOT EXACT 1 ~ ~ f € TV INSPECTION. NOT EXACT
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PRQJECT MANAGER DRA4HNG SCAM ~~Q~ R Aa °~d~'Fe rED F4R DATE ~e . a
3101 JOHN HfJfulPHRiE WYND RELEASED f=OR fN~Vf= = zo' S RALEIGH, idC 27612 a.. .a
oRawN BY ~ROa~cr DATE ApPRpVAl~S A (919 782-0495 f~lH i 1 /04 e ~ . „ ,r ~ 3 C
APPROVED BY PRQJEC7 NUMDER 8fDf7ff~G N7
fulWl:` 40358.OO.ftA bf#ice Locratigns: ~ a ,f1GTI0N ~ a ~ ~
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_ _

CEIyERAL NOTES ~z

GENERAL NOTE: UTILITIES: ATTENTION CONTRACTORS
ALL CONSTRUCTION TO BE (N ACCORDANCE WITH ALL CITY OF EDEN STANDARDS AND CONTRACTOR SHALL CONTACT NC ENE-CALL A g~~ SPECIFICATIONS. PRIOR TO CONSTRUCTIQN. CONTRACTOR SHALL CALL AT 1-800-632-4949 FOR UTILITY LOCATIONS THE CONTRACTOR RESPONSIBLE FOR THE SEWER IMPROVEMENTS, AS
SHALL ALSO NOTIFY THE CITY QF EDEN ENGINEERING APPROVED IPt THESE PLANS, (S RESPONSIBLE FOR CONTACTING THE
pEPARTMENT OF IMPENDING WORK. E~EAJIF ORE YOU DIG
ALL SEWER MAINS WITHIN PUBLIC EASEMENTS SHALL BE OWNED, OPERATED & MA(NTAiNEO ~I,GINEERING DEPARTMENT AT [phone] AT LEAST 24 HOURS ATTEMPTS TO LOCATE EXISTING UTILITIES. iT IS THE p~~OR TO BEGINNING ANY C7F THEIR CONSTRUCTION. -VERIFY THE LOCATIQNS OF ALL UTILITIES PRIOR TO FAf~Ut3~E TO NOTIFY THE ENGINEERi~~ DEPARTMENT IN ADVANCE OF y
~Z~ BY THE CITY OF EDEN. THE ENGINEER HA5 MADE ALL POSSIBLE ATTEM -~w
CALL 1 800 632-4949
CONTRACTOR SHALL. VERIFY LQCATION OF ALL EXISTWG UTfLITIES PRt~R TO CONSTRUCTION. CONTRACTOR'S RESPONSIBILITY TQ FIELD-VERIF CONSTRUCTION AND TO NOTE ANY CONFLICTS. N.C. ONE-CALL CENTER
UCTS. ANY DAMAGE TO UTILITIES WCURRED DURING BEGINNING CONSTRUCTION, QUILL RESULT IN THE ISSUANCE OF
~Z~~ CONSTRUCTION IS THE RE5PONSIBIUTY OF THE iF THE CONTRACTOR AND IS TO BE REPAIRED AT THE MONETARY FINES, AND REQUIRE REINSTALLATION OF AM1lY WATER OR T' THE LAW
SEWER FACILITIES NOl` INSPECTED AS A RESULT OF THIS
CONTRACTgR WILL. BE RESPONSIBLE ~flR DIVERTING FLOW TO NEW SEWERS FROM THE EXISTING CONTRACTOR'S EXPENSE. ~~yW NOTIFIGATION FAILURE.
SEWER. ag~~ BEFORE BEGiNNlNG CONSTRUCTION, THE CONTRA CONTRACTQR SHALL CONTACT EACH OF THE UTILITY
~ SEWERS THAT ARE ABANDONED SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND ~W~~RS IN THE AREA OF CONSTRUCTION RELAT CONTRACTOR SHALL PROTECT ALL UTILITIES SR g~~ DRAWINGS. OTHERS PERFORMING THE ABOVE WORK. NECE ~Fm J RELATIVE TO THEIR UTILITY LOCATIONS. THE ~'g,~ tea TO CALL FOR INSPECTION. It3,''i,,TALi A DpWNSTREAM PLUG.
DIES FROM DAMAGE CAUSED BY THE OPERATIONS OF yAVE PEF~MITTED PANS ON THE ,IOB SITE, OR ANY OTHER
NECESSARY ADJUSTMENT dR RELOCATION OF VIOLATION OF CITY ~ EdEN STANDARDS W1LL RESULT IN A Fl~
g~~~ ,EROSION CONTRQL: EXISTING UTILITIES, EXCEPT FOR CONTRAGT ITEM ,GT ITEMS, WILL BE PERFORMED BY OTHERS. THE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN TFiE CITY OF
)RK WITH OTHERS IN ORDER TO PROVIDE EDEN.
Q~ ^N CONTRAGTpR SHALL BE REQUIRED TO MAINTAIN ERASION CONTROL DEVICES AND TO CONTRACTOR SHALL COORDINATE HIS WORK Wir PREVENT SEDIMENTATION DAMAGE TO ALL ADJACENT PRQPERTIES AND STREAMS IN SATISFACTORY PROGRESS OF' THE PROJECT. .CT.
p~$g ACCORDANCE WITH THE EROSION CONTROL PLANS AND THE CURRENT NORTH CAROLINA CITY OF EDEN -KEVIN LONDON [phone] -2110 CONTRACTOR SHALL PROVIDE DUKE ENERGY (IRVIN SUMMERS)
~~•~W EROSION AND SEDIMENTATION MANilAL. STANDING WATER WITHIN THE PROJECT LIMITS MEADOW GREENS COUNTRY CLUB (IRRIGATION/WATE ~~~a SHOULD BE PREVENTED. ALL DISTURBED AREAS SHAL~ BE STABILIZED AND SEEDED AND DUKE ENERGY (POWER TRANSMISSION LINE) - IRVIN N/WATERMAINS) - {336) 623-6381 A MINIMUM OF 72 HOURS NOTICE PRIOR TO WORKING
- IRVIN SUMMERS - [phone] WITHIN DUKE ENERGY RIGHT OF WAY.
~gs~ MULCHED AT THE DIRECTION OF THE ENGINEER. DUKE ENERGY (DISTRIBUTION) -ANNE STANFlELD - JFlELD - [phone]
REFER TO SHEET D7 FOR EROSION CdNTROL SEQUENCING, SEEDING 5CHEDllLING, MULCHING CONTRACTOR SHALL. PROVIDE DUKE ENERGY {lRVIN {lRVIN SUMMERS)
RATES & FERTILIZING RATES. A MINIMUM OF 72 HOURS NOTICE PRIOR TO WORKIN WITHIN DUKE ENERGY RIGHT OF WAY. WORKING
N.C.D.O.T. CLASS I RIPRAP SHALL E3E PLACED AT ALL CREEK CROSSINGS
4N CREEK BANKS AND EXTENQING DQWPI TO THE CREEK WATER LINE. MINIMUM SEPARATION DISTANCES FOR SANITARY SE THE TOP OF RIP RAP PLACED SHALL BE FLUSH WITH THE TOP OF EXISTING 'ARY SEWER ONES FROM:
BANKS; WiDTI-k 0~ RIP RRP SNALI. EQUAL WIDTH OF DISTURBED AREA OR A. WATER LINES - 18" VERTICAL OR 10' HORIZONT MINIMUM 10' OR AS PER PLANS. SEE PLANS FOR R!P RAP THICKNESS. IORIZONTAL
B. STORM SEWERS - 12" VERTICAL
TRAFFIC C9NIROL' D.1.P. WiTFi MECHANICAL JOINT ENDS MAY BE SUBSI CONTRACTOR SHALL FOLLOW MANUAL. OF UNIFORM TRAFFIC CONTROL DEVICES AND NCD07 BETWEEN THE SANITARY SEWER LINE AND WATER U GUIDELINES WHEN PERFORMING ALL WORK WITHIN CITY OF EDEN STREETS AND NCDOT PIPE MUST BE LAID SUCH THAT FUEL SEGTlONS OF
E SUBSTITUTED WHERE SEPARATION DISTANCES
IATER UNE OR STORM SEWER CANNt~T BE MAINTAINED.
ONS OF PIPE ARE CENTERED ON THE CROSSING POINT
ROADWAYS. AND EXTEN[? A DISTANCE OF 10' ON EACH SIDE OF SIDE OF THE POINT OF CROSSING.
FENCES: DISTANCES NOTED ON PLANS ARE FROM CENTERLIN ALL FENCES WITHIN THE CON5TRUCTiON LIMITS THAT REQUIRE REMpVAL AS SHAWN ON THE ROCK PROFILES: NTERLINE TO CENTERLINE OF MANHOLES.
PLANS ARE TO BE REPLACED WITH A FENCE OF EQUAL QUALITY AS APPROVED $Y THE
ENGINEER. THE ROCK PROFILE SHOWN ON THE PLAN AND PRO INCLUDED IN A SUBSURFACE EXPLORATION AND GEO ND PROFILE SHEETS WAS DERIVED FROM INFORMATION
AND GEOTECNNfCAL ANALYSIS DATED DECEMBER 23,
CONTRACTOR SHALL COORDINA'T'E WITH AFFECTED PROPERTY OWNERS WHOSE FENCES WILD 2004 PREPARED BY ECS, LTD AND AN ADDITIONAL REQUIRE TEMPORARY REMOVAL CONTRACTOR SHALL PROVIDE TEMPORARY FENCE FOR MARCH 2, 2005. THE ROCK PROFILE SHOWN ON TH BARR1CApiNG LIVESTOCK, PETS, ETC. UNTIL PERMANENT FENCE IS INSTALLED. SUBSURFACE CONDITIONS BASED ON THE Spit TEST ITIONAL ANALYSIS PERFORMED BY ECS, LTD. DATED
i ON THE PLANS WAS DEVELOPED USING GENERALIZED
)iL TEST BORINGS PERFORMED. BIDDERS ARE ADVISED
THAT SUBSURFACE CONDITIONS MAY VARY BETWEEN 3ETWEEN BORINGS FROM THE PROFILE SHOWN, AND
SUBSURFACE (NVESTiGATIONS: THAT PAYMENTS FOR ROCK EXCAVATION WILL BE B REMOVED LIMITED TO THE TRENCH DIMENSIONS SHO SU$SURFACE INVESTIGATIONS OF A LIMITED SCOPE ARE PROVIDEd FOR THlS PROJECT iN THE _L BE BASED ON Tl3E AGTUAL QUANTITY QF ROCK DNS SHOWN IN THE SPECIFICATIONS.
SPECIFICATIONS. !N ADDITION, 1"HE CONTRACTOR SHALL MAKE HIS/HER OWN INVESTtGATi~N
AS TO THE SUBSURFACE CQNDITIQNS.
BACKFILLING:
REFER ?'0 DETAIL D2 p~ & TRENCHING SPECIFICATIONS.
LEGEND
~L.P. LIGHT POLE --"T~--- EXISTING 70P QF BANK
"Z3' SIGN ~lt EXISTING 80TTOM OF BANK NAIL
a o EXISTING GATE
H FIRE HYDRANT T~~ TERRA CQTTA PIpE PROAOSE~ GATE
f~p p POWER POLE STEEL EN~GASEMENT/AERIAL CROSSING
TREE
{~J SOIL $ORINGS yy_____ EXISTING WATER LINE ~ BLOCK & GRAVEL INLET PROTECl10Pt
O EXISTING SANITARY SEWER MAN :WER MANHOLE - G GAS LINE
SS EXISl1NG SANITARY SEWER CURB INLET PROTEC?10N
• PROPOSED SANITARY SEWER M ~•0• CLEAN OU7 SEWER MANHOLE PROPOSED SANITARY SEWER
---~M--- EXISl1NG FORCE MAIN ~ FABRIC DI PROTEC110N
¦ ¦ cur FFNC
_ E--~
PIPE PLUG - OW - OVERHEAD ELECTRIC TEMPORARY ROCK SILT CHECK DAM
TCE--- l'EAAPORARY CONSTRUC110N EASEMENT ~
W.M. MATER METER EXISTING STORM PIPES ~ 1gpAPORARY SEDIMENT TRAP
WV -R/W- RIGHT-OF-WAY `
WATER VALVE
---uE--- EXISTING BUREEt7 ELECTRICAL CONDUIT
G GAS METER ~~~1~~ CLEARING LIM€TS JUTE MAT
GAS VALVE
CONCRETE ENCASEMENT
G.O. PROP. CLEAN T ou SILT FENCE STONE 4U11ET
EP EgGE OF PAVEMENT RIP RAP
VCP VETRIFIEq CLAY PIPE PROPOSED PERMANENT SANITARY SEWER EASEMENT
qIP gUCTiLE IRON PIPE - - .5~y, EXISTING CONTOURS
PVC POLY VINYL CHLORIDE
~---,V,.- PROP. CONTOURS
--UE-~---- EXISTING UNgERGROUNq ELECTR 'D ELECTRIC
T EXISTING TELEPHONE PROPERTY LINES
~ GROUT FILL P[PE
Ir~1 TREE PROTECTION FENCE
~ ~ EXISTING FENCE
-x--~-~-- PROPOSED FENCE
Prta~cTwA+aA+~a o~Aw~raasc,~ l~~E~ASEO FOR 9~~cazeeaz r
MWt= 3101 JOHN HIIMPHRIES WYND SED FOR DATE ~ , ~
RALEIGH, NC 27812 DRAWN 8Y Per DATE AF~R~tVAI.S ~~.s ~~~~4~ ~~->~-'"~`~a CITY OF EDEN, NORTH CAROLINA ~ GENERAL NOTES C2A
RSrwrt (919} 782-{3495 'I4104 Al~'RQVED sp ~kt~1BER B~?C?ING
MWF 4B;c~l.1~, Office Locations: ~~2~~9 MEADOW GREENS, DAN RIVER 8c COVENANT BR.
~~~ErrAti+~ i'LaTL~AT~ ccu~!'C1llC31~ infras~c~ure CfltlSirll'~ai1~ North Carolina Geor is CONSTittICTK~V ~iwV. NO. 1?ESCR1PTEnN DATE y g 1t~EXSF~~ ~18~}R7 South Caroling Florida D" ~;~~~`4 SANITARY SEWER IMPRQ'VEMENTS c~C LE G EN D C9
REVISIONS ~ccx~ nw~. ~sy~C~~~+~`~
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REF~LACE vENT~D eov~ ~ fED COVER WiTM 50LiD
GOVER pyryr ~R] ~~~~y{~py~ 'M'
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MEADOW CREEDS COVENANT BRANCH AND DAN RIVER
~cr~a ~~nv~r~~rur: RELEASED FOR N1~iF PVTg 31U1 Jt3HlV HIJMPHR~ES W1''!VD .D FOR DATE s`~~~osY`,~,t~e s
ORAwN Y RALEIGi'i, NC 276 ~ ~ waaaaroar~ Al~P'RC3VA~.5 ~t CITY OF EDEN, NORTH CAROLINA
Rs~ X319} 782--0495 "g ~ 4~R~ LOCATION MAP
~PROr~oer e~~~~~~ ~suV~ ~6.40.~A Office Lacatians: Q~~~~ ~ MEADOW GREENS, DAN RIVER 8c COVENANT BR. ~J~de:
CQAiSTRUCTI~f R6U. N0. DESCRIPTION DAVE ~w~~a~ Ct~,u~,~~y ~nfras~~ure c~nsultan#s Narfh Caraiina ceargia icrroca a SANITARY SEWER IMPROVEMENTS (SUMMARY OF WORK) RK) -
iP~3ExS1~ Spot Sauth Cora(ina Eiorida R~vcs~a~vs ~~c~?,~~.
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L~1T~'G »y:.~ i~ ~ J ~,~~~~'~'..I
N GREENS, CC}VEI~ANT
DAN RlVEF~ WASTEWATER
TARP IMPRt~VEIUIEI~TS - ~HANC~E C.~RDER Nfl. 2
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~ 'c~4 I 'S F h BASIN
- ~ . p p ~ ~f ~ g J
b~ ~ ~ ~ ~ r SHEET INDEX
i ~ ~ COVER
~ ~s% ~ ~ ~ ~ ~ ~ LOCATION MAP C2
~ GENERAL NOTES C2A
Q~ CUVENANT ~ ~ ~ ~ MES,4NE SS c3
~~I BRANCH ~ MEBANE SS 2 e~
~ ~ ~ ~ ~b~,~~ i~ II~~ MEBANE WL C5 MERRIAIAN SIREET
~ e.s. 11 1 _
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GOLF COt1RSE C7
o~„ Po,~ ~ / GOLF COURSE C8
WI,R STAtkbl
~i~ ` PASTURE C9
~ ~ u DETAILS D1
~`~j' ? - ~r DETAILS D2
C~~ ti fi'r' C OO MGr1C~~d G~C~[t~C3C~G3~ ' ° ~ DETAILS D3
DETAILS D4
~?ETAILS D5
JOHN E. GROGAN ~'~I ~ ~ - flETAILS D6
DETAILS D7
GW' GQ~70O G3 = ~'~L E DETAILS DS
if)~t~TT TTT!'~!'~iT CT DETAILS D9
~'YA Y 1~I I'1 1 V VrVrL.~'~ ~.l( ~E I A~IL~ ~1 a
4~AT~F~ LINE DETAIL D11
~a~o~ p~o~~c~~
NS
Dt)NNA Ttf~tNER
CHRISTI~~TE H. I~ZYU'I"I'
PUBLIC
DAltRYL CARTED WASTEWATER SYSTEM
The City of Eden consents to th • ~ a ! U i ~ ~ a amen s cn re c ~ ~ a pan e ~ u Ec
c
BRUCE NODE sewer system as shown on thes methods used for this project s Specification. ~ se r win ~ a s e ma era an cans ruc ran O f'~ /1 j/"
M V a can a m a e~ a en an a~ ~ an
JERRY EPPS city of Eden >,'~C~'~v~1?~
North Carolina Permit Number .r. bM i 1,`:i1§i;-'i tom?;! ~iw. to h'ed j NM ~a
q ~ ,.a ~ gE"::r~,n r.:. ~ C."..x> ~v.~~1'"~¢~ "'Lip ~~J
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~.H. C7'Q~i~ Authorization of Construct ,r.. q it~A,~ '~~'zs, x~ia kb ~.-a
is a ~J k'.~~ I~ ti:~ ' ~ .M, a+ N~ /~}A1 'r
Date nwwn d d''t ii ~'u~Kti ~~>,U r"i~T EV f~ Sp~' ~iA: u~'a#erF CORCORAN
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