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F- y. G F~ / ---_-ONE 18' JOINT Df D.1 ix~N;:i ~ ''I IS A M _ . ! WATER MaIN w~TM 2' WATER +tA,N CL~N':NUES
_ ~ , HRUST R[NG ~ f DP , ~ i ~ ~ '?BER OF r ABLE REf`ERENCE PO
~ - ~ ~+~~i < Pty ~ r, ~ .E ,Rti.N _ . _ _ _ CfMKRLT~'n7RUST t" ! ~ APPBGXIMaT} -_f7CA~IDN ~ ,!NDERGROUND FIBER ;1P,Ii CABLE. / , ~DLLAR ;q~E ynrr
,R~ S G7i. ,.obi r +..1~ s di-. s+^ R.,. \ i - gURK U~: «a*ER SUPc - _ _ - _ STA 4+23~8f~ iBACk! H8N -i SXSX8 TEE,2 B' GATE ' E is'~~ERt+EAD E;.E~?RIC i_iNES
ER r,, _ - ~ A w Rn_ T D VALVES, VANE SP AJ~ORDxiMa°E StiDULDER o,IN' ~ BOXES, ANi CONGkETE ! ___y yArEA ME"ER ~
CT3NCRE av ~ ~ `AVMP DiS~aARGE rr•. ~ 'N~'4tL ~Ew B' ;,A`E Ta !7~iB 8' 2c-` 2' BEND aND r-~~. ' n e i • r`°.,,^-1 rx;~.. .SEE N;',r r BLOCKING ~_.B. WIt.XE.R,;7N Mt IRS f'4~ .,~I CPPER va'EP SER`+'1Cf.
< ~AIaE va;~vE BSA d v Fr!. ~ ~CNCR€,f. k.1D G y Y Y Y v 'DN & D ,r ~ a07, BEN: 4NT _ p 8' grc,ck:NEI, a~UG ~ .:6n ~4JB aN ?aa;. ~ ~ PN'S +`fK NAi~t ~E ~ ~
. -Ex *AF AND A,~'PIA76 ~ETA1_ BE'_vW') F `x_i~ ~ .DNCRE ~E B; OCKiNG r ~ ~ ~A ~ LSET~ ~IG?6 Ks apt yA t~AL' $ w,}.xER~ r v:RS vr, wM WATER MF"Er Q NB Ma0. BCI>
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!~EviS~L I~-~I~3I'v~$ REVISED 9%;?4: ~4
i i y ~ C~MPA~. EC
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~ ~ / ,Z' ~ ~ ~ - NOES, NpTES: _ _ ~ ~a 1 S- 'EMPDRAR~ SIFT FENCE 19. WHEN SERVICE CDNNEG iCNS ARE BEING MADE 'O RESIDENCES. THE CDNTR T ~ ~
' ~ r ~ ~ ~ _ ~ 8' SCREENINGS ~ '~~1 ~ f ~ i 1 2. CONT vINGS 1 CONTOUR SINES FROM CiTr Or ~ENDERSON AERIAL TOPOGRAPHIC MAPS AC OR SHALL DISCONNECT ~ i~ 2. CONTRACTOR SMALL CALL 'ACES' AT 800-632 949 AN THr SUPPLY L[NE FROM THE EXISTING FELL S`'ST M
~ ~ , ~ - _ t UNDE6 '`ti _ Y -1 D HAVE ALL E NO CROSS CONNECTIONS WILL BE PERMITTED, ' ~ UNDERGROUND UTILITIES vITH7N THE VGRK ARE LOCATED PRIOR TO H1S DIGGING HF '_ITY WILL NCB' APPRC'rE 4N~ MAINS OR SER-ICES UNTIL PRESSURE TESTING HAS B N T , t ~ a
+ K ~ _ i 3. THE i ;n' I - UTIL]' 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBL Fi1R PROTECTING AlL EXISTING LuMI'_rT~" a•;' ~ EE SA ISFAC OR.LY ] ~ L,'. k.,' w-: UTILITIES THAT HE MAY ENCOUNTER DURING THE CURSE OF THE WORK, IN THE NO SEkviCc .:u,tiNc~","N~
~ ~ - EVEN' b" e WASH M 7 r ~">7 ED 6 S~ONE'" ii 5 EVENT THAT THE CONTRACTOR 3AMquES A UTILITY, . E SMA' ~ ~ f~ P F T ~ BL ~ !NT ~ERVi:,l ''R.Gk Tu `HE qP L, AY HE RE AIR O HE NCDENR, PRGvAI ~ ~ ; O>T qT NO EXPENSE TO THE ~RC~_IECT OWNER. ~ ~
~ ---._____,r, a SHE 14 SHOP DRAWINGS ARE TO BE SUBMiTTE THE :HGiNEER FOR APPROVAL PRIOR TO Th1E START F a -HE CONTRACTOR SHALL MOTIF ALL WATER uUSTOMER3 THAT ARE CUNNE: Li r~ THE CONTR T 0 CONSTRUCTI~1 I ~
p 'HE i ~ SECTI~7N A-A BYPA; HE 2-INCH WATER MAIN AND TO THE B--INCH 'WATER MAIN PARALLEL TO US. a i ~ ~ SHALL SUBMIT TO THE ENGINEER TVO COPIES OF THE SHOP DRAWINGS PLUS THE NUM R ~ ~ COPIES HE VOULD LIKE TO HAVE RETURNED, THE CITY AND THE ENGINEER MUST APP ~ ~ r7 W BYPASS AT LEAST 24 HOURS PRIOR TO INSTALLING THE 8 NCH GATE VALVE AT ROVE THE S P w ~ w
2 ~ ~ STA ~ ' ,p THE i STA 0+00. AS SOON AS THIS VALVE IS 1NStALLED AND PR~R K AS yELI AS ANY MODIFICATIONS TO THE P AN HO DRAWINGS ~ ~ x BLOC ING iS !N PLACE, L S PRIOR TO BEGINNING CONSTRUCTION, Q~, CYN THE 2-INCH MAIN SHALL BE PUT BACK INTO SERVICE. l5. IN THE EVENT THAT IS NECESSARY TO T ~
j / - ~ 5, ALL 5, ALL FIELD WORK yAS DONE BY CAWTHORNE AND ASSOCIATES -REGISTERED LAND SURVEYORS, DEWATER .HE PIPE LINE TRENCH THE CONTRACTOR SHALL EMPLOY A USE ~ ~ 3 A PUMP aS NECESSARY TO DEWATER THE TRENCH. THE PUMP SHALL DISCHARGE OUTSIDE THE W T ~ ' w U u'
9,~ HENDE 6. ALL ~ HENDERSON, NC POINT LABELED 'PUMP DISCHARGE' ON THE PLAN. T ELANDS AT A ~ 6. ALL WATER MAINS AND SERVICE _INES SHALL HAVE MINIMUM 3,0' OF COVER. ~ AT THE DISCHARGE EN= ~F rH ~ r r Tr . HE DISCHARGE HOSE SHALL BE EQUIPED yITH A FILTER BA Q w .:.I Z ~
r~.. 7. THE 1 f N D E NOS._ H... ~OCa`iON OF THE DISCHARGE WILL RECEIVE ADDITIONAL FILTERIN 7. THE FIBER OPTIC CABLE AS SHOWN ON SHEE'S 1. 2 AND 3 HAS NOT BEEN FIELD LOCATED- AS IT PASSED THROUGH THE w`"ODED VEG£TATED AREA. G ~ W Z ~ (vt
IT HA i I~ _ VITHI IT HAS BEEN INDICATED ON THE. P`..ANS TO MAKE THE CONTRACTOR AWARE THAT SUCH LINES ARE ~ 16. THE CONTRACTOR SHAD-~ LSE EQUIPMENT MATTING ir; w'ETLA Z Z tSl~ ~ ' I WITHIN THE CONSTRUCTION ARIA NG DIGGING IS Tp BE DONE JNTIL THESE LINES HAVE BEEN PROPERLY ~ IT~ ALL DISTURBED AREAS ARE TG ND AREAS IN ORDER .C MINIMIZE SOh DISTURBANCE. ~ ti. U1 `
FIELD 8, ALL i FIELD LOCATED BF. RE-SEEDE:. HOWE-Fk NS HERTILIZER i T~ ~ rT r, ~ :P. THE TRENCH IS TO BE BaCKFILLED [MMEDIAT£~r ,~iPOr~ s S ,BE JSED w,HIN 50' OF THE STREAM 8, ALL NEW WATER METERS ARE !G bE ~;7CATED A M?R M F n F rr H,~.~OMP!_ETION OF ,.A .N TH W ~ U'x~
r-. r. PRIVY K 7', flu A ~ t'r MA_r .11MU O. 1" E~, FROM ANY GRAVELED G E WATER MAIN. ~ ~ ~ Cv ~iM W~ PRIVAT BACicFILLING SHAD BE DONE IN a MANNER "Hai kNSURE DIFFUSE FLOW OF T E ROADWAY. SEE SHEE!> 5, 6 AND ~ 19. Ex1STING VEGETATI N Th T .r S ORM WATER RUNOFF'. Z I
~ r 0 WI. IN ~r+E WORK AREA „ „ BE C,.EaRED P,~ HAND NO CRIBBING DR GRADING IS aLL~ w ~ ^ W 9 AT THE END OF EACH CAPS r:CJRk THE TRENCHES FOR Alt WATER ~~_INES LAID THAT DAY SHALi.. BE VEGETATIVE ROQTS AR T ~ N
l0 EXCA' BACKFILi.ED: SEEDED, MUCHfD AND TACKED E 0 BE LEFT ,NTACT AS MUIH AS POSSIB~~ E~(('EPT WHERE TH T r, ~ m ~ a~,il 'HERE ARE NO TREES LOCATED WITHIN THE WnRh a E RENO. la BE DUG. x , l0 EXCAVgTED MATERIAL FROM wA'~"R Malt - REA -
°UkA~, H, w. 4„_.~. ^ T E . "RE.N ~t ';riA~~, BE PLACED ON THc "HIGH SIDE' OF .:C NO '~_AND DISTURBING ACTItiI Y iS TC BE a;.~U~,{ ;T~j_y OF °'NE , ~i- THE "BENCH WHEN POSSIBLE SO THA' STI7RM ,,'Lk ~N-LIFE ~~'iLL NGT ENTER THE TRENCHES:
i1 ANY INSTi l1. ANY STRUCTURES WITHIN rHE wGRK AREA 'HAT HA`r~ TG BE TEMP n INSTALL WATER LINES SHALL BE PROMPTLY RESE' IN ?HEIR ORIGtORgARI~ Y AREMOVE.. [N ORDER TL
THE `C+ 3~ h~.? i~~l l2 WAVE OC ~GNS AS SOON AS ~ a~,~ THE WATER LINES IN THAT AREA HAVE BEEN LAID. ~_Q N
T _ _ _ 'HA l2 PAVEMENT CUTS AND DRIVE'`wAr CRC~SINGS SMALL BE REPLACED PROMPT!'r WITH SAME MATERIALS 'HAT PRESENTL EXIST. PAVEMENT REP~.ACEMENT ON NCDOT ROADS SMALL MEET THE REQUIREMENTS i. ,fu +~I
_ NCDC C;RAPHIC ~C~LE F'~;r'm ~ NCDOT PRIVATE DRIVES C ? Sr+AL4BE REPLACED WITH A MINIMUM OE E i?MPACTED ABC AND _ !dy~ ~ ~ r~~,., a i,./~, ,
OI" SFS,q GRAVEL. DRIVES C,~T SHAD. BE REPLACED WITH A MINIMUM OF 5' f~OMPACTED ABC. ~ ` ~ ~~~%,'r ~ I ,
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