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REC4NNEC1ING ALL EXISTING AFTER ~ 12 1~tC WA'~R LINE CENTERED ::UNDER +UNDER'.CHANNEL ~
~ ' WAT~t SERVICES TO NEW 12" MAIN, 1 NEW 12 PVC WA M M I SEE Dt'fAll 5HEET Dt II
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U ` ~Ai CENTERED UNDER UNDER CHANNEL,~c 2 PRE5~IRE SEWER ~ _ - _ - ~ _ _ _ - -t>e-..~ ;,~fff, L) ,~x ~h ,,,~~SS ANNEL SHAD. BE FROM ~Sx~t~{ ~r, b= b< 1) EXISTING WATER SERVICE TO BE s.~~~Vw; ~,~~~3G.~ .rrt "~Y € ~ LEARING LIMITS ~ , ~ ; ' ( r.Y ~ `
~ SEE CRClS'~VG DETA~. B SHEET' D~; A x3 ~ £<!~'i3< 1 R ~T D~;< A a~~ ~ RECONNECTED. TO NEW LINE AFTER •h i ~ ~ ~ =z\~r: E DOT ROADWAY DITCH TO #y % ° ~ ~K _ k~ © ~!.:~~~E\~ a NEC110N AND TESTING. ~ 1~~~ ~ ~ , , ~ ~ =€r~ i
^ ` ° -~--~-~-~t DINT 10 BEY A THE CENI~RUNE; ~3 iL~s ~ DISCON ~,x,= a e ; ~ ~ ~ ~ ~:x~ c, by "ski , i ~ Y WATER LINE : _ =e, SEE DETAIL SHEET a.
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N t~S 1
Oi I- 1 I uHO~ou~n CA61.E , W ~ I I OF E105iINC ~ ~1TER
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~>r~ ~ ` ~ UNDER CIS ~ FlRE HYD. I ~`i~ :,,k^ ":,"C` .~k~ic ~a ':3 1 ~n~'~ ~'h•``^~~we~,~ sot ~'a,"x~, $a~~ ~~aR s ~ : a.:. ~ .E . a ?~~s 4^,S.• a ="sx^~ii2,`vb r: ~~.,=A•', nnak`~" 3\ ^ a 't \Rx~ , ~ ~a~ ~ ~ 5~,= ~ ~ ~ ~ `~a ~~r ARINC uMITS SHAM et FROM ,
~ ~ ~ ARING :LIMITS SHALL BE-FRtN~I I~° k'a ~ i s ~ 11 k~~s SSING DET` ~~,u3~~ i ~ ~~T a ~k y , E DOT ROAbWAY DITCH TO A =k~` ~ r~ - ; . ~ _ ~ x~€~ ~ ~ R , ~ T' , \ ~ 'a' ~ 'h xCS9. 3Sx~:. di = a,.. r%".,:: ~ sty a h `.iC`~;~ ' DITCH TO A
i~ ,i` ' a a3oT cyh~w )J/Y ~ W f.' € ii a DINT 1D BEYOND THE CENTERUNI:. ~ s ; ~ ~ , a ~ ~ ~'~3' ~ 3;' x x a ~ ~ ~ h . E ;DOT ROADWAY. ~ . t~'~ li ~ via ~ , , ~ ~ ~ -11,~~..~aa ~ _~~y ~C,~ rv~€ s ; a~ ~ { ~ ~ v~ .TNT 10 OND THE CENTERLINE a ; `xa2~ ~"rk ~ ~ 3 , ~ ~ `Cap^'9 sa-::i: F;Y; r ss : r ^ m iii ~
, / i ES ~ ~ THE NEW 12 WATER LINE ~ ~ - - S R'Yk1X' : ~ S "i f ~ : M R S Af ~ J:h << ~ . E': xo~ ~1w z ~ kx..\~~x s~' ~ n~ z . s € t " ~ 1'FIE N WATER UN ? ,i '~.Y=a ~ .o a„~':£~ sCo ~ ~x@ ,;',ra; ~ s,~tb'€' .,r hh ~ his
i ~ = z ^ss 3C EFa~~.:.. w,... i k'~ TYP. ALL LOCATIONS ~z,,:.,,.. ~ ,',3^}z2.:'`~~f, : ,bi ,fig' ~z", s a,,, y :ERR^,^ ,~}?k :x37 j} '~YJx', ~,<<~.~rt~ Viz„ K =R ~ a Ea ~~41 ~h\, \ x ? ~i= _ s~ 3 _ s,. S. k : R,. T 1 ~E. Atl LV41"I~ONd) 6~3 z ~"+C`s R=~' r• j; fl~,~ '+C'~:~~ i'"•~h 3Y~ vv.R si:n %h y~.::,,aaa \z`
~h'. I €~>i~ :.:k vy £iEf xx, €}zn:, n ~h, >'x „ .~3i:Ss #i ii ~ :E'. y. ~w'e: a~.~. I - XI5TING .:WATER SERVICE TO BE i5:: ~ '~:t vw s ~ a.~,: ~:_i ~Y... ~R ~ Y .OR~~~'". E ..S ~ S`~ ~ { `wh „ •An ¢Yi h S i ..f :.;r zv~~~ ~~'~i~t?~~~~ ii~£;=,~~.. a ~ 3?j ~Y s ~ at~is a ^i4,~7 iS. =b.~K y, i~. 'C. ~ kC'~,k' !g ^'h'h'+,~'h 5'. A, ~`\,,~i ~~,,,$x,,., ,~,,,3"... f _ ::s ~:?~u;:;:e 3 ~i.~ti&. „Yh iS~ ~A R _ ..k, s.,, ~',asti` `~`:3"a 'W ~,L s r , ~ ~ ~ ~ ;e ;h~ ~ ~ ~ p 50 100
. ~ RECONNECTED> TO NEW LINE AFTER ` ~ iii I,~RUO ~ ~ ;~`RR ~sz . I3" h a E 3ca k$~~..;~Ecs ~ s c3 ri ~~r 11 R ; ,&r, , r:~As:~~s`:'`'f"%E~~': R ` ~ i'~~~~ r3.:.> } ~i ¢ k Y Ts ~ 3' :,.s; a~~ t t ~ ? i` + , ax•~e~ 3rCC (i~\ £ =C.. w.< 1s,.% Sea x,s, ' i e k . C~, ~$t''''' o"~`" s ~~9.,,,.a\ ~ :E `E;t3 ' a~`^ a ~ Y~\a €i C~~ ' k., - '+,``M'`x, F,~ 3 •FvJ3, : , . 3.. . ? . a I::i r. !Y~ C ~ ~an ,JA - "S33' n t3 '
ISCONNECTION AND TESTING. ~ „~I~~,E ~ ifux Y~Y~iu , .>.,~<.,:L.>:. 3fa ^ @yRrs sri~ i~ : ~r;£7,#.ij as?v~ F~gh~..; r ^ g i Y„ ~ 4 , u . ~ b \t \ .k,;a„ {p :?i w' R?Q 2:'! ~t~~ ~sl ..i\:: u o : 7 , ti'~M . vya : 3 it ~ a \ ~ 3,E .''~a .,,fin" ~.,L ~ > e ~ ^ ^r~,,,k. ~aaa,,^ .,.^,a; "w~~ , , SEAL. ^i ='CI ~Hor~~:~
...~~~aae~ . ~k ~~JS, DETA~, SHEET _ ' tl~t .a€i~'~, , ~s . >*;r~ L_ a
~-1 ~ ~~r~F~ u-1
SCALE mw
DRAWN RAM
DESIGNED WDT v_ ~'1 - HORIZONTAL: TOWNSHIP 6 WATER LINES DATE: April 15, 2001
40 MCE PROD, # 1082-0022 1"=50'
CHECKED KET ~ ~ J \l.JL NATER AND SEWER DISTRICT US HWY 70 MdcC DWG NUMBER
PROD. ENG. KET 5625 DILLARD RD., SUITE 117 WATER DWG FILE # hwy70-2 VERTICAL:
SYSTEM IMPROVEMENTS STA. 24+00 TO STA. 54+00
w.,,,,a oESCPMno„ DATE DATE PROJ. MGR. KCE CARY, NORTH CAROLINA SYSI [phone] SIONS

NOTES
1.CONTRACTOR TO VERIFI' 517.E DEPTH MATERIAL'
=AND LOCAl1ON fOR ALL UNDERGROUND U11LI11ES PRIOR TO THE START OF CONSTRUCTION.
50' 6 50' 140'..
R1Vh~t BLUFF ~opST~a SCAI~L: 1"=50' Horn,<,
'PUMPING STATION
SEE SITE PLAN SHEET P1
ii
MITS ()F' LUMP.: L
SUM .BID ITEM

a MATCHLINE A
H T P1
BOR AND A " E J CK 142 LF, 20
STEEL ENCASEMENT PIPE
MIN. - ( ,250 WALL THICKNESS) ~ ~'Q ~ ' W 142 LF OF 12" PVC CARRIER PIPE FIELD LOCATE EXISTING
SEE PROFlLE SHEET D3, 8" WATER LINE AND
O CONNECT AS SHOWN
O (APPROXIMATE LOCATION)
• II 2 12 x 12 TEES • • NEW 12 PVC WATER LINE
~ - 3 12 GATE VALVES II ~ ~ ~ - 8x8 TAPPING I E8L D
~ II SLEEVE. do VAL 5' OFF EOP MIN. I -1
60' " II ~ ) 90 BEND 60 M N n 8 DIP ~ tTl
Q - - ~ CFO- - moo- - - - -FO- - - -~a- - . - - w -~F© --~o -f0 - w - _ -~o -~o o - - - --~o-- - - -~FO- - -rFFa m r
- _ Z
-
\ tl Z W
~ II, o eEND
CLEARING LIMITS SHALL BE FROM ~,5~ $E 11 iI ~ 8R 1152 (QFlEEN A11E) ? ~
THE DOT ROADWAY DITCH TO A / III U v~ H PIT ' ~I~ 2• 12 x8 TEE I ~
0 N 10 BEYOND THE CENTERLINE • ~ ~ ` OF THE NEW 12 WATER LINE `INSTALL 18 LF, 12 D.I. PIPE ~ u _ " 12" GATE VALVE I m ~ ~ ~ - _ BORE AND JACK 30 LF. 20 ~
TYP. ALL LOCATIDNS CENTERED UNDER UNDER CHANNEL 5TEE~. ENCASEMENT PIPE aEa~ I ~ " 18 _ _ _
SEE CROSSING DETAIL B SHEET D1 - - M1N. 250 WALL THICKNESS) W/ - - - - R/W D
GO UNDER 18" R ~ CP 90' BEND 30 LF OF 12 PVC CARRIER PIPE.:.. p
SEE CROSSING DETAIL 'C' SEE DETAIL SHEET 01 LC
SHEET D1,
~.r~

1
I I

/

f
/ 1
M / •
BORE AND JACK 80 LF. 20 NEW 12 PVC EW 12 PVC WATER LINE
STEEL ENCASEMENT PIPE US MNY ~ EBL. / N ~ /
(MIN. 250 WALL THICKNESS) W/ /
" CARRIER PIPE / BO LF OF 12 PVC D
FO 0,..~.. - - FO FO ~ n
_ _
_ - -
i ~ m
c~
W ~ I ~ _ _ ~ VE ESET EXISTING ` m
~ _ - - - - ~ / 4 S FOR ST SERVICE SIGN ~ 20 Lf _ SILT FENCE Q N _ = ~ / ~ . 1 " .I. PIPE I~~ ALT FENCE D
- - I 18 LF 2 D EACH SIDE {Tl'P.) F- - - ` / CLEARING LIMITS .SHALL BE FROM UNDER UND R ~ I / .CENTERED E CHANNEL: IDE TYP. { )
1, ~ THE DOT ROADWAY DITCH TO A , _ _ ` I / 1 _ ,~.-•--SEE CROSSING DETAIL B SHEET D1---~R f W CLEARING LIMITS SMALL BE FROM tJ1O0 . _ NEw a2 Pvc wATER LINE
l POINT 10 BEYOND ..THE CENTERLINE. ~ / Z " MAXIMUM ALLOWABLE DISTURBED Ul - _ ~ _ THE DOT ROADWAY DITCH TO A N POINT 10 BEYOND. THE CENTERLINE +
1~ I ~ ~ THE NEW 12 WATER LINE Z 1 ~ ''r-- A CORRIDOR TI'~RpUGH THE CHANNEL ; 1i~ _ TYP, ALL LOCAl1ON5) , THE NEW i " LINE O OF 2 WATER
\ _ ( ~W ~ ~ IS 10 WIDE:. CENTERED ON THE TYP, ALL LOCATIONS O ~ )
I W ~ PIPE t~N ~ R/W 50' 0 50' 100"
r
Q SCALD: 1"=50' Horiz, ~ )
L
v
DRAWN RAM SCALE CLIENT DWG NUMBER
DESIGNED WDT ~ ~/~~ilr` ^ W~D t CHECKED KET ltJ c ~nnrl TOWNSHIP 6 DATE: April 15, 2001 HORIZONTAL:
WA-MR LINES MCE PROJ. # 1062-0022 1'=50'
M&C DWG NUMBER
PROJ. ENG. KET 5625 DILLARD RD., SUITE 117 WATER ~vnn oesavnws ogre CARY, NORTH CAROLINA SYS REVISIONS 1 DATE PROJ. MGR. KCE [phone] &,TER AND SEWER DISTRICT US HWY 70 DWG FILE # hwy70-3 VERTICAL:
SYSTEM IMPROVEMENTS STA. 54+00 TO STA. 82+00 5

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6
3
i
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s
7
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f
1 ~1I ~ ~ 7. YY~
MAXIMUM ALLOWABLE DISTURBED NEW 12" PVC WATER UNE
CORRIDOR THROUGH THE CHANNEL
I IS 10' WIDE CENTERED ON PIPE ~ ) D
1 ~ _FO.... - - - -F0 - ._FO- - ~
O ~ ~ CFO.-- - - _ r.. _ _ -FO^.._ __.FO.-- - - - -FO..- . - _ 2 - - ~o..± . m fio mr
~ 60' .FO._... F0._ - -FO..._ _ - -1 ~ ~ ..FO_~ + -FO... ~ r-- z
r _ ~ ~ , m
~ 1
~ m..
f ' h ~a. cn,
f
N~ iJ7 m~ CLEARING LIMITS SHAU_ BE FROM ~
W TH ~ E DOT~ROAOWAY,DITCH 1'0 A
Z ` ' 20LF SILT FENCE EA. SIDE W CLEARING LIMITS SHALL BE FROM POINT 10 BEYOND THE CENTERLINE " - - - - ~----R _ -I- OF THE NEW 12 WATER UNE ~
W__ - 'THE DOT ROADWAY -,DITCH TO A R - - TYP;' ALL LOCATIONS
~ _ /W - - - POINT 10 BEYOND THE CENTERLINE "
`h ~ THE NEW 12" WATER LINE 1fi LF. 12 D.I. PIPE
s CENTERED UNDER .CHANNEL NC FIAI. LOAD Q (TYP. ALL LOCATIONS) 5EE CROSSING DETAIL 'B' NOTES
SHEET Dt. 1.CONTRACTOR TO VERIFY ~ DEPTH M AIERIAL AND LOCATION FOR ALL UND RGROUND U1IUIIES
PRIOR TO THE START OF CONSTRUCTION.
50' 0 50' 100'
OOI~I~UC'110N ~ FOR AE~A~DON~T
DOB'INO ~ WAT'~11 LJ~E
SCALE: 1 "=50' (Horiz.)
1. INSTALL NEW 12" WATER MAIN WITH CORPORATE ' CORPORATE STOPS AND 10' LENGTH
OF 3/4" SERVICE PIPE TO SERVE ALL EXISTING CUS :XISIING CUSTOMERS CURRENTLY SERVED
BY THE 4" WATER LINE TO BE ABANDONED. _ NED. ~ -
2. PROVIDE 12 x 6 TEE, 6 GATE VALVE AND BOX XISTIN " ~ E G 8 WATER LINE AT SR f 103. .VE AND BOX FOR LATER CONNECPON TO
3. COMPLETE FLUSHING PRESSURE TESTING DI~NFE I 9fl BEND i1NG DI~NFECTION AND START-UP - ,
12 GATE VALVE \ ~ THE NEW 12 WATER LINE.
e=.,: 1 \
~(IST. fi" LJNE NEW 6"DIP 4. FOR>ALL CUSTOMERS CURRENTLY SERVED BY 4" I \ R VED $Y 4 WATER UNE DESIGNATED
FOR ABANDONMENT, EXTEND EXISTING .SERVICE TO C I ~RVICE TO t~NNNECT TO NEW 12"
\ WATER LINE. T. 8X I EXIS 6 TEE:..
I _ NEVY 1 WATER. LINE " • ~ 5. FlELD LOCATE NEW 12 x 6 TEE, 6 GATE VALV@ GAZE VALVE AND 6"x " DUCER 4 RE
FO _
I _ EXIST. 4 ~?TER LINE , TO BE
. - - ` ~':I ABANDONED `~?FTER START-UP fi. CLOSE EXISTING 6 VALVE AND REMOVE 4 DI PII' " " " CER. )VE 4 DI PIPE AND 4 x 6 REDO
I TESTING A ~ _ N COt~MIS~ONING " " L.
OF NEW f2" WATER NE. 7. INSTALL NEW 6 DI CONNECTION BETWEEN EXISTi~ WEEN EXISTING 6 .GATE.: VALVE APID 7' '3'
. NEW f2" x 6" TEE ON f2" WATER LINE. DISINFECT A \ ' ` TO PLAgNG THE LINES IN SERVICE. DISINFECT ALL NEW PIPING .PRIOR ~
n
I- _ \ CAP EXISTING 4 WATER LINE TO 8E ABANDONED, s ABANDONED. N r
\
" I EXIST. 6 GATE VALVE " I 6 GATE VALVE: dt BOX W/ TEMP. PLU ~ r-
/ " M \ I 12 x fi TEE N i- SN
- \ \ ~ .1
. I i % El081Ni8~ I ' ~ ~
~ • NEW 12 WATER I;~NE ~
\ y
FlELD LOCATE EXISTING 4" x 6" REDUCER \ I AND REMOVE EXISTING REDUCER dt 4" PIPING. r .r- ~ N/~i r a a
~ \ I CONNECT EXIST. 6 PIPING TO NEW 6 GATE ~ g• plp
" 1 \ I VALVE AFTER f2 LINE PLACED 1N SERVICE, US I"IWY 7O ' WBL 6" DIP .r.
f\ . ~ fi GATE V O ~ I • ,,,,~F - - y ~ - - fiGATE VALVE W MP. PLUG ~ ~ ~
CLEARING LIMITS SHALL BE FROM. ~ \ 12 X fi TEI 12 X fi TEE r , ~ - 1
THE DOT ROADWAY DITCH TO A I 90' BEND 90' BEND • , _ - ~ ¦ r - . ~4 :.Y ~ - ~
~ POINT 10 BEYOND THE CENTERLINE ` 12 GATE ~ I"- I 12 GATE VALVE , , _ N --A ~ PEn
tnW OF THE NEW 12 WATER LINE " ~ I . r-W (TYP. ALL LOCATIONS) 12 MJ TEE _ I
~ " ? U3 MIVti''78~ EBL . _ _ 12 MJ GATE VALVE 1 0..• _ " ; , 5 OFF EOP . . NEW 12 PVC WATER UNE - ~ = ~ ~r ~
Ql~ - - _ _ ~„FO~. ~ ~ 12 x6 MJ REDUCER ~ I
50 LF 6 P - _ ~ - _ - LOW OFF ASSEMBLY` ` "r'_ ~.f0_ - ~ . - `f ll~` _ = - - - - w - _ a
\ ~ INSTALLED AT EDGE OF ~ I I • '
ROW. SEE SHEET D3, to ~ II EkI,S11NC 4 WA'I~R lM1E r, ~ TO BE ABANOOI~D ( )
~1,iJ \ ZW`' I I III"" EXISTING .WATER SERVICE TO BE RECONNECTED.: TO NEW UNE AFTER
COtXtDINATE WATER LINE kNSTALLATION " U ,y-~'' - ? DISCtNINEC110N ANO TESTING.
. WITH EXISTING BILLBOARD OWNER. RESTORE ~mR w~u. SEE pETAII, SHEET
Q BILLBOARD T~ ORIGINAL POSITION NEW f2; PVC WATER< LINE - - AFTER COMPLETION. 1 ~ 1 it -
i z D ACK y BORE AN J 1F. 20
o R/W _ COORDINATE WATER LINE INSTALLATION - o f2 x 6 TEEN: - - STEEL ENCASEMENT PIPE Z x 6 1'EE 50 0, 100
ANA WITH EXISTING BILLBOARD OWNER. Z FlRE HYDRANT I! a t I H RANT LY FEE YD ASSEMp NOTE: VERIFY THAT. THESE TWO PROPI=RITES
e" rr~mt > AD t~+ L_ ~t'~R > ~ ~ ARE SERVED BY ON-SITE WATER SUPPllS. ' SALE 1 50' ~HEori~) H//C

~c
DRAWN ML SCALE CLIENT DWG NUMBER
DESIGNED WDT ? TC TOWNSHIP 6 WATER LINES DATE: April 15, 2001 HORIZONTAL:
CHECKED KET ICE PROJ. # 1082-0022 1"=50' MdcC DWG NUMBER
PROS. eNC. Ker 5625 DILLARD RD., SUITE 117 WATER A REvAa oFl;r vnas ogre CARY, NORTH CAROLINA SYSTE REMSIONS p~~ PROS. MGR. KCE [phone] TER AND SEWER DISTRICT US HVff 70 DWG FILE # hwy70-6 VERTICAL:
~IYSTEM IMPROVEMENTS STA. 141+00 TO STA. 171+00 8

irOrf ~
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL
AND LOCATION FOR ALL UNDERGROUND UTILITIE5 PRIOR TO THE START OF' CONSTRUCTION.
5b' 0 __50', 100'
SCALE: 1"-50` Horiz. ~ )
CLEARING LIMITS SHALL $E FROM THE DOT ROADWAY DITCH TO A
POINT 10' BEYOND THE CENTERLINE
0 US OF THE NEW 12" WATER LINE
o HWY 70 WBI„ TYP. ALL .LOCATIONS ( )
II
n II
w - .,r I ~ I MAXIMUM ALLOWABLE DISTURBED y
~ _ _ HINY - ECONNECT EXI5TiNG I I~ CORRIDOR THROUGH THE CHANNEL
~ _ _ 70 - - .,.r ESL. ~ W FOR II - ~ ATER SERVICE ~ n
- - _ - _ o._ RI IS 10 WIDE CENTERED ON PIPE. N CRDATAN PRESBYTE AN (I _ o m
- •.`r _ ~ - ~ _ cwuRCH ~ I - ~ r..
oasn~o r w~rot u+e - --~o I - - Z _ -FO.~. - - - - - - - --FD- _ w- - -
J tU = - ------------era- - ,
w~ U 5' OFF EOP MIN. ( ) t!1
~ _ - _ -
CLEARING LIMITS .SHALL BE FROM' ~ ` - _ . .
THE' nOT RGADWAY DiTCN T€3 A ( - ~ - ---a------ -
' NE 1 ` PCNNT BEYONp THE CENTERU ~ 1`r'1Op 8R 115'1 -~tt
t~' THE NEW 12" WATER`'IINE ' ~i - .~~-~-~,w » 20LF sIL"C I"EN(~ BORE AND JACK 70 LF. 20
(TYh. ALL I.DCA11flNS~ ~ w EA. ODE ] STEEL ENCASEMENT PIPE-
1$ LF 12 DIF' CENTERED UNDER 2# RCP ' R ¦ /iM ~ ~ R~ ~
CROSSING DETAIL E SHEET" D1 ~ - - - - - - - - _R wot~
~ ~ ren
L 108 LF RESTRAINED JOINT DIP
(4) 12" 45' BENDS
SEE CROSSING DETAIL A SHEET D1
Q V
t~=
;I ;
jp~ h: Tf !S
~;.i.>.
MAXIMUM ALLOWABLE DISTURBED
CORRIDOR THROUGH THE CHANNEL
I ' ~ S 10 DE CENTERED ON PIPE
D II
12" PVC WATER UN O ~ WA I I• TER UNE + (n=
.O _ _ ..FO.- -FO~.. - - - - - - - m
- ~
._...FO.~..- FO _ - _ F- _ - - - ,i
- ~w ~o - - _ - _ - t'y't.~
t ~ I"`T`D ~1 w~ 4
Qc~ ~ ~ ~G+/
~v~u~
J ~ ~ eS~, r
WI r Z ~.<:f 20LF SILT FACE 18LF 12" DIP :CENTERED UNDER CHANNEL
CLEARING OMITS SHALL BE FRtM~I z yf\, EA. SIDE SEE CROSSING DETAIL 'B' SHEET O1 ~ - -'~..,'..._-RAW ~
4J `THE DOT ROADWAY DITCH TO A ~~x~
{ P01 T t YON TH _ N 0 8E D E CENTERLINE' ~._._--R
_ - ~ - - OF THE NEW 12 WATER LINE ~,Y ~ f. ~k~f 23:~L' ~ '.tkfi~"
R/N~--- TYP. ALL LOCA110NS ~ -
,hti~r
~ A L8 ~ ~AQ G x M
L... ~~r~e~~ ~ ~~y~ °~i~.~ sf~'~;,f.,~:~'~x;~w z~~;;, ~~A~(r, 1 =~(;1 ~Hbrl,.~ . ,

DRAWN WHL SCALE CLIENT DWG NUMBER
DESIGNED WDT ~ NIVICM&CKEED T CHECKED KET ~ PROD. ENG. KE7 5625 DILLARD RD., SUITE 117 WATER iav.HO. oeswvnas ogre CARY, NORTH CAROLINA SYS DATE PROJ. MGR. KCE [phone] TOWNSHIP 6 DATE: April 15, 2001
WAmMR LINES HORIZONTAL: MCE PROJ. # 1082-0022 1"=50'
MdcC DWG NUMBER ATER AND SEWER DISTRICT US HWY 70
DWG FILE # hwy70-7 VERTICAL:
SYSTEM IMPROVEMENTS STA. 171+00 TO STA. 200+00 9

~ , ? ~>'~a i~ \ ,,y.--"'?RR.Ft!'.- - ...,,...-'---R!s'-~._.,,...y_._. _ , -.~mm~~~,+r.._.. ..,...~,........_.~.....,..~,,..,~,,,pmu wr eowq,~„n~--,., 5 ~ s: y.,ai
qx ya i „
? Y r, ,,.z
x~
83.
Y ~s^ ~a
t \ r~f~
f k~~~: •
Y~nfr. Y
o "
Y 12 MJ TEE
© 12" PVC WATER LINE 12" MJ GATE VALVE ~ 1TER LINE " "
u$ ~ 12 x6 MJ REDUCER D
O O • p . ~FQ «".»Fp ~ ..._F4.^ ~ _ ~-Ff~.- ~~.FO,,,,_ ,.-,r, F'~ ~.»Ff ~F t cn~ ..»«"R .»»"R»FO ~ .R»~.FO~RRRR» .R~RR ~ .WR~FO~RR WWIWR ~ ,,.R" ~F~ -FO.- ~ ~ O -FOR..R RR~RIA 0«".» Cr)
~ --_.T..~_~..~ :i t.a
`y ~ 30 LF 6 PVC
f~~';;~ e
W r~£a ~ r.w«««.u».........~~r. ~+~mmm y f ~ A.
V A ~vr
W • ~ CLEARING LIMITS _SHALL 8E fROM W NEARING LIMITS SHALL BE FROM ~ I"r'I THE OOT ROADWAY INCH TO R
THE DOT .ROADWAY DITCH TO A U1 POIN'C 10 BEYOND THE CENTERLINE PfNNT 10' BEYO' TH N ND CEN'1"~LI
'U OF THE NEW 12" WATER UNE. OF THE NEW 12 WATER LINE
~TYP. ALL LOCATIONS} TYP. ALL LOCAl1oNS
/W ~ ~
B i BLOiI~OFF ASSEMBLY
INSTALLED AT E OF NO?~I ROW. SEE SHEET DZ.
CONTRACTOR TO vER~r SIZE, OEPTH> MAI~RIAI.
ANO ~.OCATION FOR All UNDERGROUND UT~JTIES
PRWR TO THE START OF CONSTRUC110N.
L
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
r :x x ~~qaa of Y~ ' ;r , :

a
...a~
us i-Mnr ~o - w~.
18LF. 12" 0.1. PIPE AXIMUM ALLOWABLE DISTURBED
~pl~p CENTERED UNDER UNDER CHANNEL Nf~ IN~ET M f 1 18 l.F. 12 D.I. PIPE SEE CROSSING DETAIL B SHEET D1 WANNEL ~ Ct~RIDOR 1'NROUGH THE CHANNEL
CENTERED UNDER CHANNEL MEET D1 ' IS 10 WIDE CENTERED ON THE RIPE, li
. 12" PVC WATER N SEE CROSSING DETAIL B SHEET 01 U E 1 I I
J II
I I . O ~ t N ~I _I
tf) ~ ~ R ~IYY £IIMIIIIWY
~ 0 ...,FO _ - - - _ _ I ...FO - - --.FO
- _ ~
N Lt„4
~ . ~ .~.r.. ~ - - FOB 6 '
d I-- ~ ` ---FC+~•.. D
N~ - Fp,,,RR n
- r
W • ~ • rv 1Y1~. 4' ~
ING LIMITS SHALL BE FROM E DOT ROADWAY DITCH TO A ~ ,EA, SIDE ~ r ~ it ~ a~~3~,,,.,~},~.t„~-~«~ "~.r:..`"_".' s • ss
• X W 20 LF SILT FENCE EA. SIDE ~ RIW _W.__- POINT 10 BEY(?ND THE CENTERUNE~...-... ~ - , - CLEARING LIMITS SHALL BE FROM
(3 U} " ~ OF THE NEW 12 WATER UNE , ~ ~~.~.r ~ £v ~ ~ :THE DOT ROADWAY DITCH TO A R
„~,,._.r.R (TYP, .ALL LOCATiONS~ d _ ~ ROINT 10 BEYOND THE CENTERLINE Of THE NEW 12 WATER UNE - .w ,
TYR. ALL LOCATIONS ~'`R/w~-~--....
MAXIMUM ALLOWABLE DISTURBED
CORRIDOR.: THROUGH THE': CHANNEL
IS "10 WIDL CENTERED ON THE PIPE. ~ c ~0 0 ~,0 100
d
~
( ~3; L... ,
r~
DRAWN WHL SCALE ULILNI UIYV NVMULK
DESIGNED WDT v_ ~T CHECKED KET TOWNSHIP 6 WA-MR LINES DATE: April 15, 2001 HORIZONTAL:
MCE PROJ. # 1082-0022 1"=50'
PROS. ENG. Ker 5625 DILLARD RD., SUITE 117 WATER v.Na oormvnws ogre CARY, NORTH CAROLINA M&C DWG NUMBER ATER AND SEWER DISTRICT US HVff 70
DWG FILE # hwy70-8 VERTICAL: SYSTEM IMPROVEMENTS STA. 200+00 TO STA. 229+00 10
u - DATE PROS. MGR. KcE (919)233-8 SYSTE
REMSIONS I I 1 1 091

- S /
~ it ~N s. f ~,,jj~~ '
, ~ c ~ ~~i~ r . ' :n:.
~ . r.... FAR I Y~ ~
% / f 3~
I t~.3 ~ ? #sr,
~y'-. a: f r
I
I »
T1E IN NEW 8 PVC WATER LINE AFTER. TESTING AND DISINFECTION
I
f TING S RVIC CAP EXIS E E
UPON COMPLE110N OF » .EXISTING 8 NEW SERVICE LATERAL E) EX STl VICE T fix. I NG 1: WATER sER 0 BE ~
I WATER UNE AE ABANDONED llPflN COMPLETION 'f}F
_ _ - - - - _ EW B" GATE VALVE » - - - - NEW 8 PVC Ni w NEW SERVICE UNE ` _ - - - - - ~ - ~
` _ WATER LINE wv,.
_ _
I r i ,w
~Z / ~i ~ / ~ i , r` , : / ~ r,
90 LF 20" STEEL ENCASEMENT W 12 ~ ~ / , , , r; : > ~ i ~ ~ / ; i
~ ' SDR-21 CL-200 PVC CARRIER PIPE INSTALLED ~ ~ ' ~ ; ~ % ; ~ ~ ; , ~ ~ ~ ` ~ ' ~ /i / /ii ~ , ~ / , : , , .r r-
BY OPEN CUT AND FIELD LOCATED UNDER
FUTURE US HWY. 70 BYPASS EXIT RAMP _ I TO BE FIELD LOCATED, CONTRACTOR SHALL
4' -OFF EOP MIN COORDINATE LOCATION OF ENCASEMENT ~ ~ )P MIN » ( EXISTING 8
W/ NCDOT AND THE ENGINEER. WATER LINE
CAP EXI N 8" NE STl G LI s UPON COMPLETION OF
NEW T1E IN
» » 240 LF 20 STEEL ENCASEMENT W/ 12 U$ HWY ~ - WBL O
I p SDR-21, CL-200 PVC CARRIER PIPE INSTALLED
BY OPEN CUT ANO FIELD LOCATED. UNDER D
pp FUTURE US WWY. 70 BYPASS EXIT RAMP _ I ~ TO BE FIELD LOCATED CONTRACTOR SHALL _I
~ ~ > -f' Qn? COORDINATE LOCATION OF ENCASEMENT ~ O N m=
I y' .an 0 ~ V V ~ "~Fp W/ NCDOT AND TWE ENGINEER. ~ 70 - ~
~ ~ W O~
~rw~ rr~ err 'rr~ ~O yi/!X/N3~xa~ :rss ~rwr ..ter .,~Owrfr~ : 3yY~i j~si s b ~ s' ~!Y~ h~'~" vT %
u t."~ _ _ _ O """"'"'FO y
~ PP 1 ~ ' R $~J f FS sr / ~xa r h.. /.3 ,~v,
~ / ~zh ~i
W pp ;~j h"",
CLEARING LIMITS SHALL BE FROM "Y"~rr-v~~,,,,,~
F- THE DOT ROADWAY DITCH. TO A `ii
Q _ NT 1 '...BEYOND TWE N ~ _ POI 0 » CpJTERU £ CLEARING UNITS ShIALL BEFftOM
~ "`"""`""'OF THE NEW 12 WATER DINE 12» ;PVC WATER L~lE ~ TYP ALL LOCAT1t~iS ( ~ ~-R/W TI•IE pt?T ROADWAY AITCH TO A t3 p
POINT 10 BEYOND THE CENTERL~IE -
x R ~ , - -~----~--1 OF TI+IE :NEW 12":.WATER UNE h ..~7~ / z ~ z (TYP. ALL LOCATIONS) .f, r ,~..;t~
NOi~
coNTRACTOR Tn VERIFY STS, DEPTH,
AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR In THE START OF CONSIRUC110N.
_ _
f3', ~f N : 'fir
a > > ~x u , Q ~ ,
6 J/~~
E~ EXIST B WATER UNE r
M M I 8 x 8 TAPPING
v,~at VALVE
Y~. I » D
EXISTING 1 WA SER CE TO ~ 90 BEN
EW 8" PVC ABANDONED UPON L'~DI~Pi.IT1ON t~' 8" .DIP TYP. I ~ )
WATER LINE NEW SERVICE LINE 1 Z GATE VALVE
» EW 3/4 SERVICE din » TER.:: E 12 wA
FOR EXISTING GATE VALVE
HOME?, N
- TIE INTO EXISTING '8 WATER ~ _ ~ ~ _ LINE AFTER TESTING AND
_ , ' << EXISTING ' DI~NFECTION . EXISTING 8" WATER LINE I I
~ :gin,,- GUARDRAIL: _ / I
' i~ r./ , , ~ ~ / , , , ~i~ %i~,~ I ~ 1
I
~ / ~ j i, w- _ ~ ~ , i I
, " E BETWEEN £ lAY NEW 8 LIN s~ ~ , - - - - - 12»x 6 tEE
o GUARDRAIL AND EDGE OF ~ _ " - J I ~
lf} PAVEMENT I L
» NE 4 SEPARATION BETWEEN EXISTING 8 WATER U ~ / ExxnNV WATER LINE
PON PAVEMENT. AND GUARDRAfI p TO BE ABANDONED U 1-- » ~ ~
~ W COMPLETION OF NEW 8
Mt,tJ LINE CAP EXISTING 8 LINE . Z ai' i'
UPON STARTUP OF NEW Q I
i- LINE ~ ~ ~Q - ...I
» I t7 i BORE AND JACK 70 LF. 20
W 60 -I _ EL ENCASEMENT PIPE t!1
Z (M 0.280....WALL THICKNESS) „.,.FO-
J w "-r r " _ g, ' "^FO~- 12 PVC WATER LINE ~ r'r'I Z W 7 LF OF 12 PVC ~ , ~ ..,..--FO fil
~ CARRIE IPE 0
~ ~ r F RI -i
e I~~r ~ ti. D-- --f0 -f0---'-"".r.Q ~ i'rl~'
, /a yi/ i I
: `fix, , ' ,,,~y h, s~, ~ ~ ~ ~ y ~ ~k~,r s ~ as I_ , try
.r. ~ c, ; r SILT FENCE ~ t7a!`` t3~_
' I ~ Pm ~
# c I ~ - Q oRAVa /w I FIELD LOCATE EI~STiNG 8 : WATER R
~ ~ I ~ UNE :AND .CONNECT TO NEN! 1
LIMITS SHA > SILT FENCE t~EARMIG LL__BE FROM TUCI(ER CTIONAL ~tE 1_"'" WATER UNE.
THE :DOT ROADWAY DITCFI TO A r.
POSIT -10' BEYOND _TNE CENTERIJNE
OF "1HE t~W 12" WATER LINE /W TYP. ALL LOCATIONS
~I { ~ SCALD, 1 "~5n' lH~~t•r.~ ~ _
CLIENT DWG NUMBER
J V f1l.L
DESIGNED NOT v_ ~ TO CHECKED KET DATE: April 15, 2001 HORIZONTAL:
MCE PROJ. # 1082-0022 1"=50'
MdcC DWG NUMBER
aROJ. ENG. KEr 5625 DILLARD RD., SUITE 117 WATER AN FER AND SEWER DISTRICT US HWY 70 ~ DWG FILE # hwy70-13 VERTICAL:
Rcv.HO. o~rnas oA,c oA,E PROD. MGR. KCE CARY, NORTH CAROLINA SYSTE REVISIONS - - [phone] oYSTEM IMPROVEMENTS STA. M+W TO STA. 366+00 15

xrr^~. xcr naearvc¢~~+rarrr~~wrrsr+.ce~rr~:%ac~roa~rrarzremrm.. -m~,ca ~ wr~xr s^~rratt~;m~r rorn•-aa,n Tra,~rroru?xewrwra-*rn ..•~n~r•'c~aw~wre:~^r+nwsra^r~r°ro~¢+~M ~rr>"+..sw~r ~ fN './CWR3 ~ ~„<2-r~~»,^y~ramYt~^5^~~rw~w.,_a. .pr^^sw,yK.Zy,..,ay.~^hxrty .....«"xCS.w^3
- M EXIST„ 8 :WATER UNE
/ ' I 90' SEND
'I
I 8"x 8» TAPPING »
12 GATE VALVE SLEEVE & HALVE
I
l
I
I
I
" _ _ 12" x 8" TEE 12 PVC.. WATft LINE
I
i
I ~
i
L
» 80RE AND` JACK 60 LF. 20
» I STEEL ENCASEMENT PIPE
I FIELD LOCATE EXISTING 8 WATER » I (MIN. 0.250 WALL ThIICKNESS)
LINE AND CONNECT TO 12 ~ » WATER MAIN I W 60 LF OF 12 PVC CARRIER PIPE
? r I I
~ ~ 6 x 6 RCBC US ENVY 70 - WBI.. I L 0 II D
-I II n
I II N
4 ~ I O 5 OFF EOP (MIN.) I 0 --F0 i t~1
I 1. + ~ 2 » rw~ II l~ 12 PVC WATER LINE --FO m
U3 HWY 70 - ~L I d' ~ ~ . --~FO / I
p1 ~p ~ - --F4-- - ~ ~ I ---FO f~ rr~ O
? ~ ~ a-f'p- - - - -gyp- - - -~Fp- - ~ ---FO 64 Ex~D ~ ~ GO UNDER 24" RCP ~
. I - --F6-~- D SEE CROSSING DETAIL C , SHT D1 - - - N
d t~l SILT FEN I ~ ; - - - - - - -1T FIELD LOCATE EXIST S» WATER :UNE _ (~1
W SALT FENCE to ~ 2 ~ TEt. _ _ - r r 11 AND CONNECT TO 12 WATER UNE - - / ma
W r ~ ~ ~ I I _ - - ts• RCP = . ~ . -I co 1173 - _w.- - SR _ --r~_ - - - -
I _Z I,,,~ T ~ ~ R/W + - _ - -
W SAN4Y RUN I ~
th ~ Tv ~i~ ~ J ~ DROP.. ~r ~ ~
U ~En III o/~ H (SEE., SHEET !~3) p~,va - =RAW TRANS o
/w~- - ATE'"" ts' ~ ~ o NOTES
~ ~ ° T T RI RI ~ 1.CONTRAC OR 0 VE FY SIZE DEPTH, MATE AL o AND LOCATION FOR .,ALL UNDERGROUND UTILITIES
~ g CLEARING LIMITS SHALL 8E FR4M, + PRIOR TO THE START OF CONSTRUCTION.
THE 04T RDA4WAY DITCH TO A ~ 50' 0 50' 100'
POINT t4' BEYQND THE CENTERLINE' ~ M
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CLIENT DWG NUMBER
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HORIZONTAL:
DESIGNED WDT ' ~7 /~~E T T CHECKED KET ~.J ~ WATER Al TOWNSHIP 6 WATER LINES DATE; April 15, 2001
MCE PROJ. # 1082-0022 1"=50' M&C DWG NUMBER
PROJ. ENG. KET 5625 DILLARD RD., SUITE 117 XER AND SEWER DISTRICT US HWY 70 DWG FILE # hwy70-15 VERTICAL;
SYSTEM IMPROVEMENTS STA. 394+00 TO STA. 422+00 17
REV. NO. oEsawras oere CARY, NORTH CAROLINA SYS~ REVISIONS ' _ _ DALE PROD. MGR. KCE [phone]