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COVER SHEET Ct~VER-1
~ MAYOK MEL L: COHEN INDEX -.NOTES -LEGEND COVER-2
MAYOR PRO TEM ALFRED W. ILAMER, JR
W COUNCILMAN FORREST A. f~I,F.,MING INDEX -NOTES.- LEGEND COVER-3
SEWER LINE PROFILE C-1
~ COUNCILMAN LARRY WHISNANT WATERLINE PROFILE C 2
COUNCILMAN. JOHN CANTRELL
z CITY MANAGER SALLY W. SANDY WATER METER VAULT LOCATIONS C-3 ~~,,~~~~~r,,,,~
STANDARDS & DETAILS. D-1 THRU D-3 ca~~~'''~,
W CITY ENGINEER MARK A. YOUNG, P.E. TRAFFIC CONTROL PLAN T-1 `.~o~oFESS,ri2~9%,
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DO NOT BEGIN CONSTRUCTION UNTIL ~°r~. a+00.00. \ n G~ E~ST~G 1 i i ~ ~ ~ ~ ' ~ i /
AUTHORIZATION TOCONSTRUCT- .HAS , ~toTB 1 ~xzs rAC~
BEEN RECENED FROM THE NORTH _ _ g ~
CAROLINA DIVISION OF WATER QUALITY. ~ ~ s--~ BEG. WALL ~ '
POST THE AUTHORIZATION. TO ~ T= 5 ~ ~ END 4VAlL NAIL ; ,t_ ~
CONSTRUCT AT THE PROJECT SITE.. ~
_ _ l PR
_ "GONG J
GAS GA ~ ~ GA GAS AS GAS GAS GA - GAS IMPORTANT. As s GAS ss , c ' ~ ~ ~ ~ - ~ _ - ~ SS SS S5 ~ 5 -n ss o ~ ~ _..s5~ ~ cc-;____ ~ ~ss ss _ Ss ss
BOTH THE ENGINEER AND THE WATER ~ = - - ; ® ~ - a _ ~ ` i ~ 5+00.00 6+00.00 7+00.00 CB s+oo.ao 9+00.00;.. 10+00.00
ca SUPPLY OWNER MUST BE NOTIFIED AT ~+00.00 Z+oo.oo i : 3+oaoo ~ 400.00 ~ ~ i{ L6 11+00.00 Iz+OO.OU L7 13+00.00
LEAST 48 HOURS PRIOR TO BEGITINING ~ ~ ~ i - ~.B
TR TI AT PR PER _ , , ~ ~ _ - - -PR€~P~SEi~ ~ 3. w~ ~ ~.w~ PROPOSES MH Z - - o - pROI'CiSED MH 4~ - ,~s ~ ~ ~ w~. ~ ~ - w~
c*r INSPECTIONS CAN BE MADE: ANY SEWER PROPOSED MH i \ .STA.1+69.02 ~ S'x',~,. 5+69.02. t ~ CONC J Lf STA.9+00.04 STA. 10+97,66 ~..~.---f - o
LINE SEGMENT INSTALLED MAYBE STS. 0+20:02 - - W:tATER LINE ENTERS TRENCH SEE DETAIL so" coNc ~ ! u ' APPROX. OC. JB WATERLINE EDITS TRENCI3. ~ ~ ~ 1-~. c
~ 1 STERLING ST I7~`I'ILI i"i" REQUIRED TO BE RE~EXCAVATED AND/OR EXISTING MH 2 i , LOC. JB SEE DEVIL "3 S'T'ERLING ST UTILITY" ~ <o
r ~ 1 _ _ _ fi , RE-INSTALLED AT THE CONTRACTORS _ _._t ~ 3+
EXPENSE. t ~ , ~ ~
1 ~ END. WALL I /
. ~ BEG. WALL o,~ N~
IMPORTANT:
l ~ i ' I , IN ADDITION TO ALL OF THE _ ; f ~ / / ~ o
i REQUIREMENTS AND' SPECIFICATIONS; NO ~ ~ / ~
:SEWER LINE MAY BE PUT INTO SERVICE ~ / ~ ~ ~ 1 N
, y PRIOR TO AN ENGINEER S CERTIFICATION L
i y A D APPLI ANT' ER N C S {OWN 9 ,
„ .CERTIFICATION BEING SUBMITTED TO i ~ ,
THE NORTH .CAROLINA. DIVISION OF ~
~t _ , WATER..QUALITY AND FINAL APPROVAL: 1.
.BEING RECEIVED FROM THE. NORTH -
CAROLINA DNISION OF WATER UALITY:
Q ~ STS.. i5+2.22
- -
GENERAL SE ER LINE INSTALLATION NO"I~ESo
1. SEWER LINE CONSTRUCTION SHALL BE INSTALLED BY A LICENSED UTILITY CONTRACTOR ~T(~ Q 17 V~EAJe
2. THE CITY RESERVES .THE RIGHT TO INSPECT THE SEWER LINE CONSTRUCTION TO ENSURE COMPLIANCE WITH STATE AND. CITY APPROVED
PLANS AND SPECIFICATIONS. 1. APPROXIMATE TOTAL DISTURBED AREA .20 ACRES
3. 8MINIMUM DIAMETER SEWER LINE: 2. ALL EXISTING UTILITIES ARE TORE SERVI E D ALL: MAIN IN C URING ?URING ALL PHASES OF CONSTRUCTION
4. MAXIMUM MANHOLE. SPACING IS 425 FEET. 3. PHALT P " AS ATCH AND REPAIR SHALL BE 8 B25.OB FOR BASE AND 3 . BASE AND 3" S9.SB FINISH SURFACE. LEGEND
5. SEWER PIPE SHALLBE;GRIFFIlVS' H2 SEWER SAFE 8° DUCTILE IRON CLASS 350. SEE DETAIL ROAD PATCH AND REPAIR
6. SLOPES OF' SEWER LINES SHALL. BE IN ACCORDANCE WI'ITI .STATE REGULATIONS (2 FOOT PER SECOND N[T[~IMIJM VELOCITY AND 10 FEET 4 . UNDERGROUND UTILITY LOCATIONS WERE PROVIDED BY NC 1 CAL] BY NCICALL OR OTHERS AND WERE y~ WI EXISTING WATERLINE
PER SECOND MAXIMUM VELOCI : ~ SURVEYED AND SHOWN ON THE DRAWINGS PLAN VIEW BY THE CI N BY THE CITY OF MORGANTON
7; "MANHOLES MUST BE PRECAST WITH FLEXIBLE CONNECTIONS WITH STAINLESS STEEL STRAPS. AT THE INLET T AND OUTLE OF THE PERSONNEL.
MANHOLE: 5. UTILITY CROSSINGS SHOWN ON THE PROFILE ARE AT APPROXIMA°I SS SS EXISTING SANITARY SEWERLFNE APPROXIMATE ELEYATiONS;
8. SEWER LINE EASEMENT SHALL BE MINIMUM 25 FEET IN WIDTH 12.5 FEET FROM CENTER OF SEWER LINE ON EITHER SIDE. 6. THE CITY OF MORGANTON ASSUMES N LIABILITY AS TO THE ACC 0 TO THE ACCURACY OF THE LOCATION OHP OHP ExISTING ~VERxEt~ POOR
9, CLEAN OUTS ARE RE UIRED ON ALL TAPS AT EITHER. THE BACK OF CURB PROPERTY LINE OR EDGE OF EASEMENT. WORK ALL UTILITY COMPANIES ARE TO BE CONTACTED BY THE CI _Q, iD BY THE CONTRACTOR FQR MORE
10 MINIMUM 3 FEET OF COVER OVER SEWER LINE UNLESS FERROUS PIPE IS SPECIFIED. EXACT LOCATIONS OF UNDERGROUND ILITIE PRt R T BID UT S 0 0 AN R TO BID AND AGAIN BEFORE UGE UGE UGE ~xisrlNG t~vDER~ROUIVD Er.EC;rRICA~.
1 L THE TOP OF ALL SEWERS ENTERING OR CROSSING STREAMS SHALL BE AT A SUFFICIENT DEPTH BELOW THE A CONSTRUCTION. N TURAL BOTTOM OF THE
STREAM BED TO PROTECT THE SEWER LINE, IN MAJOR S TREAMS MORE THAN 3 FEET OF COVER-MAY BE RE UIRBD, 7. ALL EXTRA WORK CAUSED BY LOCATION ERRORS OR OMISSION O] Q OMISSION OF UNDERGROUND UTR-ITIES N N ExlsrwG UNDERGROUND Tv
ED TREAM HANNEL THE TOP OP THE SEWER LINE SHOULD BE PLACED BELOW THE SHALL BE CONSIDERED INCIDENTAL AND NO COMPENSATION SHAT 12: IN PAV S C S, BOTTOM OF THE CHANNEL PAVEMENT. SATION SHALL BE MADIr TO THE ' OT EXISTING C)VERHEAD TELEPHONE
13. MINIMUM 1 FOOT OF COVER WHERE SEWER IS LOCATED TN ROCK. CONTRACTOR FOR ANY REASON.
_ _ 8; Ti-iE CONTRACTOR IS URGED TO PERFORM INVESTIGATIVE EXCAV~ I4. A DISTANCE OF SQ FEET SHALLBE MAINTAINED BETWEF,N SEWERS AND. WATER FOR CLASSIFIED. WS (EXCEPT WS I OR WS V), B, SA, ORW, TVE EXCAVATIONS UT UT ExiSTtIVG UNDERGR(SUND TELEPHONE
PRIOR TO`THE BID DATE IF HE DEEMS PRUDENT AS SCHEDULED BY HQW, SB FROM NORMAL HIGH WATER AND; WETLANDS. IEDULED BY TIC
:CITY OF MORGANTON. 15. SEWERS SHALLBE LAID AT LEAST 10 FEETHORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN: THE DISTANCE SHALL BE - GAS GAS ExlsrwG GAs
MEASURED EDGE TO EDGE, INCASES WHERE IT IS NOTPRACTICAL:TO MAINTAIN 10 FOOT SEPARATION DW MAY ALLOW DEVIATION ON
Q i A CASE-BY-CASE BASIS IF SUPPORTED BY DATA' FROM'THE DESIGN ENGINEER. SUCH DEVIATION MAY ALLOW INSTALLATION OF THE 5F 5F s~.r FENCE
Iii , a, SEWER CLOSER TO A WATER MAIN;PR~VIDED THAT THE WATER MAIN IS IN A SEPARATE. TRENCH OR ON AN UNDISTURBED EARTH SHELF
?I LOCATED ON ONE SIDE OF THE-SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEA T IO
S INCHES ABOVE. THE S EXiSTINGMANHOLE
TOP OF -THE SEWER.
16 IF IT I IMP S IBLE TO OBTA PROPER HORIZONTAL AND VERTICAL SEPARATION AS DE RIBEDAB E R A _ _S 0 S _ IN SC OV 0 NYTIME THE SEWER IS EIR EXISTING IRON ItEBAR
OVER THE WATER MAIN BOTH THE WATER IV[AIN AND SEWER MUST BE CONSTRUCTED OF FERROUS .PIPE OMPL C YIlVG WITH PUBLIC
' WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE. TESTED T0150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILL ING. EIP EXiSTiNG IRC}N PIPE
I7. A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS PIPE
SPECIFIED: WM EXISTING WATER METER
I8. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE. A MINIMUM VERTICAL DISTANCE OF 18 INCHE BE S TWEEN THE OUTSIDE OF PCB POWER POLE
THE WATER MAIN AND OUTSIDE OF THE SEWER: THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT
AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. RW RiGHT-OF-WAY
19. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED: ABOVE THE. , SEWER SHALL BE
DESIGNED AND CONSTRUCTED OF FERROUS PIPE.-AND SI-IALL' BE PRESSURE TESTED AT 150 PSI TO ASSURE WATERTIGHTNESS PRIOR T 0 PROPOSED. GATE FALVE AND BOx
BACKFILLING OR EITHER THE WATER MAIN OR THE SEWER. LINEMAY BEENCASED IN AWATERTIGHT CARItIERPIPE-WHICH EXTENDS 10
- FEET ON BOTH SIDES OF THE CROSSING MEASURED PERPENDICULAR TO .THE WATER .MAIN; .THE CARRIER PIPE SHALL BE F MA 0 TERIALS PRQPOSED FIRE HYDRANTASSEMBLY
APPROVED BY,THE CITY ENGINEER.
20. A DROP PIPE SHALL BE PROVIDED FOR A SEWER ENTERING A MANHOLE AT AN ELEVATION GREATER 2 5 FEET THAN ABOVE THE STRAW WATTLE CHECK
MANHOLE INVERT. WHERE THE DIFFERENCE IN` ELEVATION BETWEEN THE INCOMING SEWER AND THE MANHOLE INVERT IS LE SS THAN
2.5 FEET THE INVERT SHALL BE FILLETED TO PREVENT SOLIDS DEPOSITION. RnCK PIPE INLEfi PRtYTEi'TIGN
21: DURING CONSTRUCTION AND AT COMPLETION OF THE WO THE CONTRACTOR SHALL CONDUCT TESTS AS MAY BE DIRE T RK, C ED BY THE
CITY ENGINEER TO ASCERTAIN IF THE PIPE IS PROPERLY ALIGNED AND THE JOINTS ARE'RIGHT: THE CONTRA T R L C 0 WIL FURNISH THE CMP CORRUGATEDI4IETALPIPE-
APPARATUS RE UIRED WITII:THE EXCEPTION OF THE "LOW PRESSURE AIR TEST".APPARATUS AND SHALLPAY ALL T Q COS CONNECTED.
THEREWITH. DEFECTIVE WORK SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTORS EXPENSE. HDPE HIGH DENSITY POLYETIiYI~ENE PIPE
22: ALL GRAVITY SEWER LINES SHALL BE SUBJECT TO A LOW PRESSURE AIR TEST TO DETERMINE THE PRESENCE OF DAMAGED PIPE OR
FAULTY INSTALLATION. THE CONTRACTOR MAY DESIRE TO-MAKE AN AIR TEST PRIOR TO BACKFILLIN G FOR HIS OWN PURPOSE.
HOWEVER THE ACCEPTANCE. AIR TEST SHALL BE MADE AFTER BACKFILLING HAS BEEN COMPLETED AND COMPACTED D THE.. AN IN
PRESENCE OF THE CITY ENGINEER. THE TEST SI-IALL BE :PERFORMED AS OUTLINED IN THE BOOKLET "LOW PRESSURE AIR TEST FOR
SANITARY SEWERS" PUBLISHED BY THE NATIONAL CLAY PH'E INSTITUTE. THE PIPE LINE SHALL BE CONSIDERED ACCEPTAB LE WHEN
TESTED AT AN AVERAGE PRESSURE OF 3 POUNDS PER S DARE INCH GREATER THAN THE' AVERAGE-BACK PRESSURE F Q 0 ANY
GROUNDWATER THAT MAY SUBMERGE THE PIPE IF 1 TOTAL RATE OF AIR LOSS FROM ANY SECTION TESTED IN IT O S ENTIRETY BETWEEN..
MANHOLES DOES NOT EXCEED 2 C~1BIC FEET PER MINUTE OR ~ THE SECTION UNDER TEST DOES NOT LOSE AIR AT A RATE. GREATER / ~
THAN 0:0030 CUBIC FEET PERIV[INUTE PER S DARE FOOT ON INTERNAL PIPE SURFACE. THERE UHtEMEN'TS OF THIS SPECIFICATION Q Q
SHALL BE CONSIDERED IF THE TIME IN SECONDS FOR THE PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE T LE S NO SS ~,,~~~N'cA~~%,,, .SSE t1'~'I LO~A'I'IN
THAT THAT SHAWN IN "NCPI AIR TEST TABLES" `~`~O~:oFE3S%p INDEX - NOTES - LEGEI~ID
23. FAILURE OF ANY SECTION OF THE PIPE LINE TO MEET TT[E RE UIREMENTS OF THIS-TEST SHALL CAUSE THE CONTRACTOR TO DETE Q RMINE
AT HIS,OWN EXPENSE THE SOURCE OR SOURCES OF LEAFAGE AND REPAIR OR REPLACE ALL DEFECTIVE MATERIALS OR WORKMANSHIP. ~y° - CITY OF MORGANTON, NORTH CAROLINA 4 SEAL r° -
1HE REPAIRED SEGI'IUN(S) OF LINE SHALL BE RETESTED 'IU INSURE CUNrURMANUE WITH THE REQUIREMENTS OF THE SPECIFICATIONS.
24. AN EXFILTRATION AND INFILTRATION TEST WILL BE PERFORMED IF DIRECTED BY THE ENGINEER INFILTRATION AND LXFILTRATION DRAWN BY: RLS SHEET NO.: CITY F M RGA TON
SHALL BE LIMI'T'ED TO 100 GALLONS PER DAY PER MILE PER INCH DIAMETER.
Ail P. B CHECKED BY: MAY COVER-2 ifP.O. OX 344$
MORGANTON, NC 28680 DATE: 1-18-10 DRAWING NO.:
[phone].
SCALE: NTS 1309-10

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CONT~tACTtIR.S N~ C / ~ /
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LOCAl10N ~ I °j IMPORTANT:. uNKNOwN - ~
o DO NOT BEGIN CONSTRUCTION UNTIL I ~1 I~
o~ T".HAS BEEN ~ ~ ~ AUTHORIZATION TO CONSTRUC ~ ! Q1 ~ I I l ff i
° - RECENED FROM THE NORTH CAROLINA I ~ M ~ t .~~J \ 1 i iii i ! ..e k
PPLY SECTION. POST THE R SU PUBLIC WATT; ~ l ONSTRUCT" AT THE I
AUTHORIZATION TO C BEG. WALL it
PROJECT SITE. oNOO .,ai ~ - - ~ T.--~ END W, ~ 41 \ E n ~ ~
END `WALL ,ti f
- - - - .,T - - ~ - 7 r ~ I
T. , , ~ AS GAS GAS GA --GAS _.r- IMPORTAN 2a coN °AS ~ ~ °a o~ ~
~ _ ~ - EERAND THE WATER ~ - TH THE ENGIN ~ BO - ~ ~ Ss f x ~0
SUPPLX t)WNER MUST BE NOTIFIED AT LEAST ~ r ~ g,3
I,2 48 H0 URS PRIOR TO BEGINNING ; ,
. , THATPROPER ~ ~ - _ 1+oa.00- ~ ~ I 2a-OO.aa_~ 3+aa.aa ~ _ . oNe ' { n -G+00.00 - 7+OO,QO~.--.~~~8+QO.OQ B v~-----g+00.00-~. ~ at ~ -ate.. m wi
CONSTRUCTION SO = w~ - "_--~-wt- fit' / =-~.t~t i . 15 C ~ L - va. I INSPECTIONS CAN BE MADE: ANY ~o
5TA0+a0.0U \ ~ is coNe coNC - 60 " ' APPROX./ e
WATERLINE SfiGMENT INSTALLED MAYBE R LI1~E s" c I BEGIN 12 INCH DIP WATE " 8'TA, 9+94.97 ~ ' fi ~
Q _ _ T~ o ExISxING ~ INCx wAr~x TINE. _ . RE URRED TO BE RE-EXCAVATED AND/OR TORS _ _ - ING SL'~EV~ AN'D VATY'E 3/4" i if ~ i ~ ~ UGH DTI' WA'T'~1~ LYNE,
RE-INSTALLED AT .THE CONTRAC 1 ~ ~ i2 TAPP R®DS.AND CONCRETE DEAI~MAN , ,Jr, BEG TJE IN7CQ E~ISTING'I2INCki WAFER LINE. ~w ~4 ~
EXPENSE: ; , ENS wA~ s~E NoTE ~ xi~zs ~AG1;J ~ I / ~ r ~ _ 1-12 X 12 TAPI'TN~ 5LElEVE AND ~'AL~'B
~ / / / i - corrcx~~rE DEA~DMAIV wITI~ RE'~AINER ~
r / GLAND3 AND 3/4" R®DS. / `1
IMPORTANT. , / / ~ ~ ~
IN ADDITION TQ ALL OF THE;REQUIREME RUNE MAY ~ /
-AND SPECIFICATIONS; NO WATE \ r~
RVICE PRIOR TO AN f s ~ / f T INTO SE BE PU - r ~ / ~ ~ / ~~1~1 ~ ~
'CERTIFICATION AND. ~ ~ ~ ; .:.ENGINEERS o f / (l~
ANT'S OWNERS CERTIFICATION ~ , APPLiC ( ) ~ ti / v ~ ~ ~ / l / ~ / ~ -
SING SUBMITTED TO THE PUBLIC WATER ~ B r~ ~ % _ n ~ - ~ ~ r/ ~ l / /
UPPLYSECTION AND FINAL APPROVAL / % ; S ~ ~ / /
i -THE PUBLIC WATER BEING RECEIVED FROM ~ ~ ~ , / ~ ~
PPLY SECTION.. SU ~ i /
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SEE 1 Ao + S~'.A. ~~~4.~7)
LEGEND
~ ~ EXISTING WATERLINE
TE~e
TES: GENE FATE E ~NSTALLATIN N~ SS SS EXISTFNGSANITARYSEWERLINE
TE TOTAL DISTURBED AREA .20 ACRES +1- 1. APPROXIMA FOR BASE AND 3" S9.SE
„ 2. ASPHALT PATCH AND REPAIR SHALL BE 8 B25.OB AND 3" S9.SB FINISH SURFACE. SEE OHP OHP EXISTING ovERxEA>a POWER
TY-TWO INCHES 42 OF COVER TO BE MAINTAINED OVER PII'E AT ALL TIMES. 1, FOR " AD PATCH AND REPAIR" HAVE NSF LOGO, DETAIL RO
2. USE AWWA CLASS 35012 INCH D.I:P. PIPE.. ALL. PIPE SHALL 3. ALL WATERLINES SHALL HAVE K TYPE ROLL COPPER TRACING WIRE. ~GWIRE. UGE UGE UGE EXiSTiNGUNDERGRnUNDELECTRIGAL
TEBLOCKING SHALL BE 3000 PSI AND BE PLACED AT ALL BENDS, TEES, AND PLUGS. 3. CONCRE » 4. WATERLINE AND APPURTENANCES SHALL BE INSTALLED PER THE CITX t X WITH EXTENDING STEM AND CONFORM TO AWWA C-509.. TWO INCH (2) GATE VALVES TO THE CITX OF MORGANTON
4: GATE VALVES SHALL HAVE ROAD B0 STANDARDS AND SPECIFICATIONS. TV TV .r..,.... TV _ -W--~-- EXISTINGUNDERGROUNDTV
HAVE THREADED ENDS, 42" OF _ 5. WATERLINES SHALL BE INSTALLED WITH MINIMUM FORTY-TWO ( ) Wo ~~2"~ o~ covER.
TWENTY-FOUR 24 FITTINGS SHALL CONFORM TO AWWA C 151 AND. C .153 AS APPLICABLE. 5. THREE:INCH..3 }THROUGH ( ) TAINER GLANDS A{ { FITTINGS SHALL BE SECURED WITH MEGALUG RE GLANDS AS WELT. AS CONCRETE OT OT ExISTING OvERxEeD TELEexoNE
-502 OR LATEST REVISION AND BE OF THE TRAFFIC MODEL TYPE WITH A SIX INCH: 6. ALL 6.-.FIRE HYDRANTS SHALL CONFORM TO AWWA C THRUST BLOCK. UT UT BXISTINGUNDERGROUNDTELEPHC?NE
E HALF INCH 4 VALVE OPENINCr FOUR FOOT 4') BURY, ANDBE TTOM CONNECTION FOUR AND ON ( z) ~ ( }MECHANICAL JOINT BO 7. ALL EXISTING SERVICE LINES SHALL BE RECONNECTED TO THE NEW WA HE NEW WATERLINE: THE EXISTING..
ER NOZZLE AND TWO 2 TWO INCH 2" HOSE NOZZLES... FIRE 1 FOUR AND ONEHALF-INCH 4 ~ :)PUMP ( ) E UIPPED WITH .ONE.O { E RELOCATED AND ADNSTED IN THE FIELD. Q METERS SHALL B GAS GAS EXISTING GAS
RANTS`ARE ALSO TO OPEN CLOCKWISE. LER HYD 8, TAPPING SLEEVE SHALL BE BY FORD, VALVE SHALL BE BY MUEL UELLER
CCORDANCE WITH ~ACTURER'S RECOIvIMENDATI0N5. 7. ALT; PIPE LAYING AND BACKFILL COMPACTION TO BE IN A ECTION TO 9: FIItE HYDRANTS SHALL OPEN CLOCKWISE AND BE MUELLER CENTURION CENTURION 4 A-421 OR KENNEDY SF SF SF stir FENCE.
iS COMPLETED BETWEEN CUT-OFF VALVES, THE CONTRACTOR SHALL SUBJECT THAT S 8. AFTER EACH SECTION OF LINE. GUARDIAN K-81 AND SHALL CONFORM TO THE CITY OF MORGANTON STS JANTON:STANDARDSRND
TI N TO BE TESTED SHALL BE SLOWLY FILLED, WITH WATER IN ORDER TO EXPEL ALL AIR. IF HYDROSTATIC TEST: EACH SEC 0
XPENSE SHALL. TAP HIGH POINTS. WITH CORPORATION STOPS SPECIFICATIONS. DEEMED NECESSARY BX THE ENGINEER, THE CON~'RACTOR, AT HIS E GALL PHASES _ _ E 3 10. ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE DURIN ALL PHASES OF CONSTRUCTION. 1 s 1 EXITING rsANxoLE
....:HUNDRED .200 PSI SHALL BE APPLIED AND MAINTAINED DURING THE TEST FOR THRE ( ) TO VENT AIIt., A PRESSURE OF `T'WO { } Y LOCATIONS WERE PROVIDED BYNCICALL OR OT .CALL OR OTHERS AND-WERE ~
D FOR DEFECTS. ALL LEAKS SHALL 11. UNDERGROUND UTILIT -OURS. DURING THE TEST, ALL LINES AND APPURTENANCES SHALL BE EXAN[INE ~ F Iv CONSECUTIVE H SURVEYED AND SHOWN ON THE DRAWINGS PLAN VIEW BY THE C 0 3E CITY QF MORGANTON PERSONNEL, EIR EXISTING IRON REBAR
F THE CONTRACTOR. ALLOWABLE LEAKAGE AT TWO HUNDRED (200} PSI IS TEN (10) GALLONS i BE CORRECTED AT THE EXPENSE 0 12. UTIGTTY CROSSINGS SHOWN ON THE PROFILE ARE AT APPROXIMATE ELE ~IMATE ELEVATIONS. THE CITY OF
CH OF NOMINAL DIAMETER. PROVIDED WORKING PRESSURE IS GREATER THAN TWO HUNDRED LOCH PER DAY, PER MILE OF PIPE, PER IN MORGANTON ASSUMES NO LIABILITY AS TO THE ACCURACY OF THE OF THE LOCATION WORK. EIP EXISTING lltC}N PIPE
E TWENTY-FIVE % 25°lo HIGHER THAN WORKING PRESSURE. ALLOWABLE LEAKAGE SHALL $E NTRACTOR F 200 PSI TEST PRESSURE SHALL $ { ) 14 ALL UTILITY COMPANIES ARE TO BE CONTACTED BY THE CO { ) ~'I'RACTOR FOR MORE EXACT
EER: AFTER A SECTION IS COMPLETED THE CONTRACTOR SHALL TEST AND CLEAN-UP THE RI R TO BID AND AGAIN BEFC CALCULATED BY THE ENGTN LOCATI©NS QF UNDERGROUND UTILITIES P 0 AGAIN $EFORE CONSTRUCTION. WM :EXISTING WATERMETER
EW DITCHES OR EXTENDING THE PIPE ON THE COMPLETED SECTION. SION OF UNDE COMPLETED SECTION PRIOR TO-OPENING N 15. ALL EXTRA. WORK CAUSED BY LOCATION ERRORS OR OMIS ~4N OF UNDERGROUND UTILTTJES PP POWER POLE
AWWA C-651 IN ALL RESPECTS. AFTER THE HYDROSTATIC: TEST, BUT BEFORE BEING PLACED IN OMPENSATION SHALL BE ~ 9: DISINFECTION SHALL CONFORM TO SHALL BE CONSIDERED INCIDENTAL AND NO C J SHALL BE MADE TO THE ` RW RIGHT-OF-WAY.
A -WATER MIXTURE OF CALCIUM HYPOCHLORITE (70% AVAILABLE SERVICE THE ENTIRE LINE SHALL BE CHLORINATED WITH G S CONTRACTOR FOR ANY REASON.
L BE APPLIED AT THE BEGTI`dNll~(G OF THE SECTION ADJACENT TO THE STIGATTVE EXCAVATION CHLORINE AND WATER. THE CHLORINATING AGENT SHAL 16. THE CONTRACTOR IS URGED TO PERFORM INVE ) ~CAVATIONS PRIOR TO THE BID DATE PR(7PC13ED GATE vAI~vE AND EOM
LL BE INJECTED THROUGH A CORPORATION STOP, HYDRANT, ®R OTHER CONNECTION INSURING DEEMS PRUDENT. FEEDER CONNECTION AND. SHA IF HE
L WLY INTO THE NEW LINE WITH CHLORINE APPLIED IN SUCH TREATMENT 4F THE ENTIRE LINE: WATER SHALL BE FED S 0 PROPOSED FIRE HYDRANTASSEMBLY
PARTS PER MILLION. LINES PREVIOUSLY FILLED SHALL BE TREATED TO A AMOUNTS AS TO PRODUCE A DOSAGE OF FIFTY (50)
RVALS ALONG THE LINE. CONCENTRATED DOSAGE AT INTE STRAW WATTLE ~:xECK
N 10 PARTS PER MILLION SHALL $E PRODUCED IN ALL PARTS OF THE LINE. DURING 10; A TWENTY-FOUR (24} HOUR RESIDUAL OF TE ( }
HYDRANTS AND ACCESSORIES SHALL BE OPERATED. AFTER CHLORINATION, THE THE CHLORINATION PROCESS: ALL VALVES, , RACK PIPE INLET PROTECTION
LINE AT ITS EXTREMITIES UNTLI; THE REPLACEMENT WATER TESTS ;ARE. EQUAL.
WATER. SHALL BE FLUSHED FROM THE _ _ _ _ _ _ _ - - - - - - - - - - F STIFFLY AND SHALL CONFORM OTHERWISE IN ALL RESPECTS TO BACTERIOLOGICALLY TO THOSE OF THE PERMANENT SOURCE O
WATER SUPPLY SECTION. THE CONTRACTOR SHALL DISCHARGE CHLORINATED CMP GC~RRUGATED METAL PIPE
THE REQUIREMENTS OF THE NCDENR -PUBLIC AFE WAY.. UNDER NOCIRCUMSTANCES-SHALL WATER WITH ELEVATED CHLORINE RESIDUAL HDPE xIGH DENSITY POLYETHYLENE PIPE
WATER IN AN ENVIRONMENTALLY S TLANDS. PROVIDED HTH IS USED FOR STERILIZATION, ONE (1) POUND PER
BE DISCHARGED INTO WATERS OF THE STATE OR WE D IN EACH JOINT LAID.
THOUSAND 1,000 FEET SHALL BE PROPORTIONATELY. DEPOSTTE { )
REED TO A FINISH ORDINARILY FROM A BLADE GRADER WITH NO ABRUPT. CHANGES IN GRADE OR 11. GRADE ALL AREAS DISTU INSPECTION AND ACCEPTANCE REMOVE ALL RUBBISH AND EXCESS
IRREGULARITIES THAT WILL HOLD WATER: PRIOR TO FINAL , RY CONDITION. CLEAN-UP AND SEEDING IS PART OF THE PIPELINE
MATERIALS AND LEAVE AREA IN A NEAT, SATISFACTO RLINE MAY BE LAID PRIOR TO COMPLETION OF CLEAN-UP OF THE FIRST SECTION
INSTALLATION: NO MORE THAT, 1,504L.F. OF WATE R ES THE RIGHT TO WITHHOLD UP TO THIRTY PERCENT. (30%} OF THE
OF PIPELINE LAH?. TO FACILITATE THIS THE OWNER RESE V F THE OWNER AND ENGINEER THE COMPLETED SfiCTION HAS NOT. BEEN I 'h / EDIT 105
UNIT PRICE BID FOR WATERLINE IF IN THE OPINION 0
ROPERLY CLEANED. P ~,,,~~~'~A~a-~,,, I ~ RELOCATION
ANSHIP SHALL BE APPROVED BY THE ENGINEER AND OWNER. NO CONSTRUCTION SHALL TAKE 12. ALL MATERIALS AND WORKM 1•`~0~~~~SS%p`~9~';, INDEX- NOTES-LEGEND
N TICE BEING GIVEN TO THE ENGINEER AND THE OWNER. MATERIALS AND `PLACE WITHOUT TWENTY FOUR (24) HR. ADVANCE 0 ' ~9'. ~ 'I CITY OF MORGANTON, NORTH CAROLINA 'a SERI r, _
TH THE CITY OF MORGANTON STANDARDS AND SPECIFICATIONS, CONSTRUCTION SHALL BE IN ACCORDANCE WI _ 03262
° ~ ~ e n„ h w~.i R T C SHEET NO.:
.e \ L.nnwiv ul. iwv
? CITY OF MOO TON " COVER-3
A. y4 P.O, B0 344$ CHECKED BY: MAY
MORGANTON, NC 28680 DATE: 10-18-10 DRAWING NO.:
1® (828) 438=5262
SCALE: NTS 130910

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.,._.r.~.~.. ! PROPOSEDNCDO'I'R/W ~ l PROPOSEDNCDOTR/W ~ ~ , , .BEG. WALL I C ~ H a O u a i ~i p ~
P f ~ti,. l END. WALL r
~ ~ ~i - - 5 q1 ~ l - - ~ . ,
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/ CON . ~ , ' GpS- ` GAS 5 , \ , GA . GAS / / ;a SS Ie cc~ sG ss ss :~!r ~ ST,~.1~-f-~^~. ~2
GAS , -~--GAS GAS GAS - GAS GAS G GAS , SS Q S SS ! S . ~ b q, b a' tiff w..-, ~5 m.~ - A5 GA5 ~ SS 't"~ f' SS~- SS SS ; , . ~ ~ 5S - S~_~--o-- SS_..._ _e._._. S__. _ SS _...d, ..JS.,,..~.-,.-..~,. SS_.-..._..~.. ~q.....:..~~-..J...--, .1~.._.,...,:w o,..~-SJ. .]J 1. q _,L~ f W H z ~w~l W
- s5 ss ~s ~----.SEE NOTE 1 ; _ . ~ ~ ~ ~ CB - w_ - ~ _ m_m £ r.A. ~ zFp, a,i'~i-" try - 1 i'~~.~yU` qf"~.~5~.~`~~ ~t.~°'SOi.~.a fi~ ~ I~;a tt,n tg ;^~i.. ~E f ~~'1 Y"" r.€=9 :3~ F'k'Zaca~~.~~e~i:E5"F4~f9,L'i. z _ ~ 0~ ~ a o ~ p Q Q ~ Q to
aip ~ / a s,~ E~ '+^t ~,i,,'~ h t :z ~ I'~, r ; r ,3 fi v.~ F,[a_4~~ .k s,. _ t~l f ~,~,.,,zs:. " / , r .zF ;C S~„~ € ',3. . _ _ t - : ~ - - ~ ,.aNiNUa,WNro„NLNifeu! f N. .wro..N..N. ~A.nus.,raNm.~rmYw~,?r;- 'yy/I/N5/i/ivilNNNNNNr~rror~ Arrr5i5'.l°J~9YHWY%iN. _ ~._,~~,.~rmsv, m. c-. ~.n. e.c.:.. „~..,.t n-~. .x ....e. ..ATM ..._..._ma J INrrN.,,.rrr,N NiriiNYNNNi1NNNNNNNNNIN NilNNnrmroJ+NNNN ate.. n roN A. _-~-.rnrarc _ - 7 ~.iirNroroN.i A~ ~ ~Nro]rrrroFaniylT/Ygi~l ~f~nrla rrrrnNnNNrrN-rrNNNirvN/I FNN/NiN~YIr,rr,r r~r.,.N' 'irolNit//Nii+roN ,ri ;vnKTrH NHi ~H/i AH'iY ~ L .~.~.,rnr~-.T.. ..,-rn_n„ ~m.fm.•,-~a.,~-a.~e'- ~.r:~%w, ..z-.r-r ..rz{. r.. u!!:+.~a,..,H„-,„ ~ ~ , ~-nv-,. C-'
/K 'a: /niiNT1„il ~`~iAprrrin /iNSNF~~ Y _ ~ / ~ _ . d Co" ~ a } ~ ~ I t
_ _ _ `~B ,Ln I ° ° Q°
~aM~ ~ i . , ~ : SEE NOTE 1 r a x T= sI~ EA~.~. ' FsR R, „x ~r ~ ~ JAPPROX.,iCOC. JB 'bcf~i'I'~,~~' ~A i~`r a~~1~iTo~3 TI~EN i _ S ~ - ~ ~ ~ !
y ' ~pg ~ I / ; ~ _ r - ~ ~ ~ SEA, .DE T I. "5 ~~E' ~~~~I~= ~T dJT~~ ~T`~~`" ~ , ~ _ _ ~ w o
~ ~ ,
1~
~ lI - r
N i; END WALL BEG.. WALL a I i ' r T~-IIS P~C~~ 4 ~ m N ~ ~ W ~
~ / \ ~ o
i i / ~ if ~ '1 ` ` ~ ~ ~ Z ~
r, 4
r ~ ~ S RUCTURE TABEE T
r
I STRUCTURE NAME: DETAILS: PfPES iN: PIPES OUT: ~ r ~ ~ ~~i%~ 3L,a~: X10'. a ~
/ , f ~ 5~ ~ - ~ ~ ~ RIM - 1108.00
r , ~ EXISTING MH 1 _
INV OUT -1095.67
~ ,y~ _ I
~ f' POS D SANITARY SEWER LINE RLM = 1108.13 = • PRO E INV IN 1095.47 , f' f~
~ _ PROP05ED, MH 1 ~ INV IN =1095.57 INV OUT ®1095.3.
Line# Length Direction s~fi3~~y~~r~rfta~r~t~. r~~y,Fresar~ s„ ~~~OQ,•'E$S%°~~y
NOTE: e „ RIM = 1106.65
L1 20.02 N41 21 01 E ~4 AI~I~Ia~3<~Ii~IA I'I~II LAP I~tL~ - Y a SEA!
0+54.41 AND 3+99.39 CROSSING DRAINAGE PIPE EXISTING MH 2 1: STA. INV OUT =1098.41 E~LR.~~;r1.i, ~:A.13.~.T C~3.i~~Dtl~'~` ` = 032982
' ELEVATION UNKNOWN. ° L2 35.80 S41 21 Q1 W SEE I'w~TE ~ T:~-ITS P~C~E
2. STA: 6+15.70 ELECTRICAL & CABLE'CONDUITS ENTER „ ' ' „ RIM = .1101.06
TRENCH WITH SE~UER LINE & WATERLINE: SEE DETAII; 2 L3 149.00 N 50° 54 06 W PROPOSED MH 2 /~~~R~iAii~i~~~`\\
STERLING ST UTILITY : 1NV IN =1094.73 INV OUT =1094.52 ,
3: SEE DETAIL ELECTRICAL CONDUITS SOUTH END ON L4 400.00 N52° 45 11 W oo~~%
DARD DETAIL SHEET. .STAN. , ° RIM = 1085.$3 .r I L5 331.02 N52 13 00 W
4. SEE DETAIL ELECTRICAL CONDUITS WILCO STUB UP EXISTING MH 3 INV IN -1059.31
TEEL CONDUIT 1' OFF 5: END ELECTRICAL & CABLE RIGID S » L6 197.62 N50 12 56 W
PROPOSED EDGE OF PAVEMENT BEGIN SCH 40 PVC RIM - 1085.17 ..CONDUIT. , , » PRQPOSEQ MH 3'
L7 267.66 N51 27 44 W INV fN =1077.37 iNV OUT. =1077..17
6. PENDING APPROVAL CREEK SHALL BE OPEN CUT:, SEE "TEMPORARY' STREAM CROSSING" ~ a ~
DETAIL. L8 35.12 N37 31 59 E RIM = 1.077.19
-PROPOSED MH 4 - INV IN =107217 INV OUT =1071.97 , „
L9 53.54 N48' S3 -39 E
RIM = 1075.33 , „
L10 72.24 N48° 53 03 E -PROPOSED MH 5 INV IN =1070.45• INV OUT =1070:25
RIM = 1073:09
PROPOSED MH 6 INV IN =1087.79 INV OUT =1067.59 -
M 7 RiM = 1073.47 1120 PROPOSED H _ _ , _ ~ ~ ~ _ NCDOT INSTALL INV IN =1064.34 INV OUT =1064.14: _ . _ _ _ ~ _ 1120
_
--I _ , " 1 4 ~ 1 - _ - _ RIM = 1.06 5.0 0 _
:s _ . _ ` ; _ _ PROPOSED.. MH 8 _ i INV OUT 1 INV N =1080.44 = 059.60 - f
_ _ _ _ I _ ~ _ _f w _.r..:M _ _ _ _ _ , _
1110 ~ , , , 110 J i _ _ _ 1
. .

s ~ w-___~__~..
- _ _ ...t._ a ~ ~ - ~ _ _.i.___~:__ _ _ ~ _ , : _ 1100
w... I ~ ~ , i i k 11Q0 , I _ _
r ~ . i W _ P~ I ~:.w _
pO _ f . . SE I" .,.__T __~_r _ ..m~. _
%.,>Ui~ ,~i~rktir~~~arr~,~~rrrriaiiirrriiiroiiiiifi.~ii>/i ~ _ ~c~r~,,, ?`g 3 ~ _ . _ .,fir z _ { ~ E~~-:f#6a - a to , - rii/i~ _ , ~+ttvO - ~ carl4;:3 _ - - 4
»irii j~ ~ ~ i
_ . _ . ~ _ - - ~ ~iiii,~ - _ _ _ i ~ APPROXIMATE 090
L_._.__ _ , ~xi~~aiiii~i _ _ LOCATION OF 1.44 ,1090 ~ i_ - _ -w.._~_.. ` - ~ :_d~-. ____i-~~~~~~~;~ ii~~e ._w._._._ _ ,s ~I~O~ED I~ILI ~ - _ _
_.4. .__v:..~.. ~ W j , ~_...___v ....,..w~_. ~ ...~w~>....... _Y_--~. . _ . _ ..__PR`II~~`~ ~_.tal 1 i i Ah ~ ~
y . ai . i Y I .r._.,_~..~., ..._.w. ..__W. 9a~.,i~s ~~~;R s jrIII ! ~I'~,. e~0 S 8iv~ a i~L ~ . ~ ~I~OI~OSE~ I; ~ ~ ~ 5 20' OF ENCASEMENT ~ ~ ° ~ ~ 1 ~ _
_ . , ii~ii _ '1 _ _ _ ~ I _ - - e ETC 1~3+~7€.~:,~ OVER48"CULVERT _ _ ( ~
, sp ~ ~ _ _.___:I~_~ _ ~ ~_~W._ ~ - - - -r_.._, ELI Ia~~ ~ ° ~ ~ 1080.
1.0$0 ~ ~ I i _ I '~+ir 3J~
~ _ , w a . _ i~iijar7l~i~Tiii7iii . „ ~ _ - _ _ I _ - /~i.~~ ~ ~ ! PROPOSEDNCDOTROAD '
_ _ ___w _ ~ _ ~ ~ i ~
o ~~.6~/lf~,%T/// ~ j r....~ EXISTING GROUND I ~ ~~i7i~iiiiiii~~~ii~aiiaaiii~i.~iiaiij,~alDii~~i~y1..::~ d__,.. ~
_ _ _.w.:. I i F ~ ~ ~ar,~? ~ , ~ ~``~ST' I@~II _ __-._I~_. r~ _ %1~,~j/G~ ,r , _L1~f~~'o:~` OzPr?~.i7~% ~ iiii~Trii _ ~
~ ~tTlat ~ ~ I F~ 1070 l ~ ~ a`viii.~~riir~.~ii/~liira~if.~ili~ii~~ri ii/~iiiliii~,~i~~riaii~i ~
APPROXIMATE LOCATION _ ~ ~ ~ _ ~
~ ~ ._.__W.~__-_.~._ . OF PROPOSED 4S"CULVERT € _ w~~__.._ - -__0,7 a~~ c , - _ .~y~~~ ~....,y.....:.1.::,. :
_ . . . _ 1 1 ~ , ~ , M _ _ ~ ~ , n
1460 ~ _ _ - v_ _ _ _ _ _ _ _ _ _ M _ ~ _ _ ~ ~ ~~~iTii% p 1060 _ _
_ i _ m m_ ..__.r w..... _ _ _ _.M _ v~._...... , w_, ._n _ _ i , ~..M~.__~ _ L _ _..w. _ ._m .~w ~ , _ . ~N
. _ _~a..,.. _ _ _..r__..... 1~~_ _ ~ _
? ^ ~ EXISTING 8" SEWER LINE _ APPROXIMATE _ . . .
- _ TOBEABANDONED _ _ __._r._ . _ _._Mw._.. _ LOCATION OF _ . LEV 1067 60 ~ ._...4$ ~ , 1050
f I .1050.. I - _ _ _ _-----------I--- - _ ~ ~ _ ,I__ - - _ , _ _ EXISTING CULVERT ~ ~ I 1 tkl' S Ll1I !.r ~ ,r
_ _ _ , _ r.
. _ _ _ _ . -
_ f. ,_v.._ _ ....w ~ _ _.._w_: _ . 1 _ _ . i _ _ - w_._._ _ _ _ : _
1040 1040 6 6
o a o Q o o ° 0 o a o 0 0 ~ o 0 0 O O O O O O O C5 C5 C5 0 0
d o ci o ci O O O O` O O
O 0 fl O N cp r 00 Cn O + . N t7 d tD tO

N
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w~~®
~
~ +
0`~~
e"~ F
~~C>
v ~
~G ~ o ~ ~
~ / ~ +o U ~ e-a I ~
° \
1 INSTALL 1- 8 [SATE ~.PPR,OXI~IATE LOCATION ~ s ~ J---t ~.PI IIO~Ih1ATE LE3CA'1ION VALUE ~~71TH PI.tTCS OF NEW t~'ATEIi METER [ ~ 1 ~ ~
®F NE4R' ~~fAT1R I~IETIR r; _ f r _ ~i ~ z ~ ~ ~ w
----ti ~ / " ~ / BEG. WALL ' _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ p
~ ~ , ~ i ~ ~ P ~ I ~ END WALL 5 l~
_ _ ~ i C71' ~ u ! ~j - ~ - - - 1 I
A J F,~ _ , ~ - ~ ,
r-i i SI?,E NC3'I'E 1 _ _ ! 1 SEE NOTE 3 s - I 4 CON i rAS A~== ' IJ TE GA -°-,GAS GAS - GAS GAS ~ n b n h-I a ~ Z ss . ` _ . _ ss M ~
As cas 'C'HI I'ACL G , ~I; I'd0 5 - s ss -1=--~- . ! ' ---~--~o.-ss.._.._ ~ s_._ ®-~~-.~ss...-~-~- ~ f n... S ss 5EE NO I'E 2 ss _ ~ ss ~ s; _ ss - THIS PACE s~ _ .T r_. ti._.....--m ~ .a. - - ~ ss_~ ss_ ._.s~ F_ ss__ _ ss ~ _ _ ~n SEE NOTE 7 f H
ss ss ~ ~ .T~~. THIS PAGE SEE MOTE 5 THIS PACE ' 7C'I-ZIS PAGE ~ ~ - Z ~ ~ opo
i r P 5ED ~ 12IIi~CI-I ~ WATERLINE THIS PACE i ~ Pld.O f) ~ _ _ ,
t - ~ 88 ~ ~ 8+40 0U e ~ e' _ ~Tl Z U ~ ~ z ~
.n~ . _ ° . ~ ~+oQ.o~ ~+00.00 4+00,00 - _v_ ~.M~.-.~..~..< < r.__ . ~+00.00 ~+00.00 G+00.00 _ 7+00:00. _ r_. - _ ' ~a ~ ~ . - Ww ~-_--~~iNl,_ . WL 9+0®.~0 K'I- - wL f"y N _ ~ - _ m...,. _ .
f ~ I ~ 15" CONC b n a o ~ ~n _ nP SEE NOTE 5 ~ SEE NOTE. G / i `irz rnhtr' 18 CONC „ SEE: NOTE 3 ~ ~
, . ONC STS I1+00.00:. 60 C ; .THIS PACE a ~ , THIS PAGE r ~ , CMI' ' THIS I Af~l^ PPROX. OC. JB I %
I~EC IN 1:~ 11~CH I)IP 1~d~:1 ll~t LINIJ, 18 , ~ I I A / ~ / 1 . - ,
TIE IN I' EXISTING 12 INt,H ~~ATL.I~ LINE, , ~ _ ~ _ , , _ 1 ~ ~ ' - • O , ~ ~T~ .VE V~'ITI-I 3
D I ~ l i i ~ / ! -12 I2 TA~,PINC S;I,EEVE t~.~J ~ s t , ~ ~ r r S'.CA.4+94.97 7t~--- 1 I ~ ~ C7
ROI3SA~TD CONCI~E`!'E DLADMAT~ f ~ / SEE I~'OI'E 1 I1Id5 PACE. , ; ` / BE6. F.ND 12 INIr]FI DIP tVATER LINE.. . , ~ ~ ~ ~ ~ BEG. WALL TIE, IN'~"Cf E~IS'1'ING 12 ~NG~I t~A.TER LINE. ~
END WALL. i , ~ ~ l ~ / 1-12 ~ 12 TAPPING ST.EEVE AND Vl~LVE . ~ ~ ~ ~ ~
i i INSTALL 1- 2" / / ~ H 1- CONC~.F,TE DE~D~~1AN t~~~'t'I-~ RETAIN1EIt r ~ ~i
~ ~ ; r BLOW-OFF 1 1 GLANDS AND 3~4ri RODS. `
, ~ ; i / ~ f ~ ~ '1,
,a , I /
~ ~ ~
i / ~ f, ~ / / / _ / / / J ,,,,,~~~~1,,,,,
tiQ~
NO ti .~,\oQ`~~ SSR~~~ti'~
~pF~ ~p~. ~
O+b l .76 SEWER LINE &-WATER LINE BEGIN IN SAME PROPOSED WATERLINE- 1. STA. N SAME S E A L ~r ; - 032882 _
TRENCH. SEE DETAIL ° l .STERLING ST UTILITY" . + LL 12 X 8 TEE AND EXTEND
Line# Length Direction 2, STA.1 06INSTA e ~ \
APPROXIMATELY 70 L.F. OF 8" DI WATERLINE TO ° „ PROPOSED 8" GATE VALVE. q ~ ' + ~ ~
L1 61.76 N63 18 48 W
3. STA. 2+82.88 CROSSING.EXISTINGrbRAINAGE ELEVATION: ;NATION !o ! ~ /O
L2 391.47 N52 45 11 W UNKNOWN.
ECTRICAL CONDUITS ENTER TRENCH WITH 4. STA, 5+00.00 EL NCH WITH
L3 , 44.72 N 47° 43 - 40 W E. SEE DETAIL." 2 STERLING ST SEWER LINE & WATERLIN SLING ST
UTILITY"
L4 86.26' N52° 19' 02"W 2 5. STA. 0+13 2+12 AND 3+78 APPROXIlVIATE LOCATION OF ON OF
WATER SERVICE TAPS. , NEW - L5 190.76 N4~' ~3 3D W
6. STA. 4+80 INSTALL 12" INLINE VALVE.
4 7 ` ATERLINE EXITS TRENCH WITH SEWER LINE L6 7. STA. 9+7 .9 W 20.OQ N35 45 46 W EWER LINE
& ELECTRICAL CONDUITS. SEE DETAIL 3 STERLING ST :,ING ST
UTILITY"
STA. a+o0
I3ECiN 12 INCH DIP ~IATERLINE. TIE INTO'
E~ISTINC I2 INC~I 1~UAT~ItLINE. 1110
1110 1-12 ~ I2 TAPPI NC SLEEVE AND Y~LVI : ___.~~~.M ~ _ 4 _ r ~ 9F .
_ ITII RODS AND CONCRETE DEADI~IAIV _ _ , . 1~. -
1100 _ { . _ . ~ - _ . _ _ G _ . _ ~ _ ~ _ _ , 1100
` STS. 9+94 97 ~ ~ r___ END 12 INCI-i DIP t~lA'TERLINE. TIE INTO , ~ : , w:.
t - _ _
_1 , . . . _ _ __,~m.~_ __._..r___.:..:. ~ ~ ` M.~ EXISTING 12 I INCH tVATERLINE. v _ .
1-12 X 12 TAPPING SLEEVE AND VALVE ~ - t~ITH SLEEVE. : ~ -
i ~ PR ~ 0 IN 1090 . _ . _ _ , _ . A T ~ f - CONC1fE`I"E DEADMAN t~1I'I'H 1090
~__W.._..~~._. ~__W RETAINER GLANDS AND 3/"-RODS. . _
- ~iTA. 0.1:3 _ . _ w::. _ ~ .M_ _ _ r. , TA 1+Q _ ~ ~ ~v _ ~.W__._ ~ ~ _ APPROXIMATE v S G P1tOP0~ED ____....1.1.2" ~ 8" TIaE'----- . _ _ _~e.~ . _ 1 LOCATION OF 1-40 v .
-..J ~'VA'I'ER SERVICE
TAP i _ _ _ . ~ ~ ~r a w.a,.._..._u.__... „~A.
_ _ S I"A. 2+~I2 I Ii(?POSED PI~OPQSED I2 DII _ _ . ..._._..e _ . _ gX l , 1.080 ~ tVA'TII! SEItVICE'IAP , ~~'ATEIILINII i . EXISTING GRUU.~ _~~_W. _ _...:..u~...w_.__ _ 1080
_ ._..__._.~m~-- _ I. __T_.~ _ W_ _.._w_
n i o { - STA. 3.78 PROPOSED 4 . . 1-12 1.1/ BEND _ ~MATERSERVICETAP - ~ PRUPUSEDNGDUTROttD
_ ~ w1~~~~ _ - - -
_ ~ ~ ~ w . _ _ STA. 4 $0 RO 05 D ._,.__.v.-. __.._m__ . .
. _ _ - ~ 12 INLINE VALVE 1070
I _..___._.._...._._._.I____ PROPOSED I2" DIP ~ . ..1070 _ _ _..i.__,~ ._u____ _ )12" DIP ~ 1.' N/s
LINE S'I'A. 9+74 97
_._._.~..:_r. _ .~.MT. _ ~ .N _ _._.~.e...._.__ 112 ~1 BEND. . ~ ~ . _
1 I760
1060 0 0 0 0 0 0 0 0 ~ d d n
0 0 0 0 0 0 0 ~ O O ~ ~ O O d'
0 0 0 0 0 0 ° o 0 0 0 0 0 0 ° ° ~ O d rn ~ ~ ~ ~
+ + + + + + + o N ~ d' ~ cfl ~

1 1 ?
r
1 V
y~ d~
2
~ - /
_ ~I,,
O ,
t ~ \ Q1 O
cr) 1-12 X 12 TEE TAPPING SLEEVE
I - ROUND HOUSE STYLE
CONNECTION
EIP

•-~"~s E1P
- 1-12 X 12TEE TAPPING SLEEVE
1-ROUND HOUSE STYLE
CONNECTION
. WL WL WL WL WL WL WL
WL 1M 1M ~M ~M -1N1
~M _~---m--^- ~IM
b INCH DIP WATER LINE
~ J 12 INCH DIP WATER LINE
-
1-12 X I2 TEE
SS SS SS ~ SS ~ S ~ S ~S 2 - fi X IZ REDUCERS
2 = 6 INCH VALVES _ _ _ .r
I i
_ - ~
td

i
- ~ -
1~
19 ~ 1 ~ ~ ,_J
p
! r
I
1-FIRE HYDRANT ASSEMBLY ' PROPOSED METER VAULT f 1- 6 INCH 90° BE1VQ C f
LOCATION
SEE "EXIT 105 METER PIT" DETAIL
PROPOSED METER VAULT
LOCATION t
SEE "EXIT IQ5 METER PIT1j DETAIL F - - - - - P~ ~ j _
R;
r
~s.~......~ N A
\ U,
I' .~.r_._~_.__. z PLAZA INN HOTEL: -

SLEEP iNi1 SLEEP iNN HOTEL:
`~:.~J J
I
~ m._~_~._.._~..
UALITY INN HOTEL
Q ~ PROPOSED METER VAULT
LOCATit3N
5EE91EXIT 105 METER PIT" DETAiL

I
f

5"T 'I'/ T105

,~o~~~~ AR~~/ii~~/ WATER METER VAULT LOCATIONS,
i ..~_.._n. T ~.n~_._... ~.~0•.0~ SS/p • 9% CITY O~ MORI~ANTON, NORTH CAROLINA
9
s ~~EAI fir'.
0 ' 88 = DRAWN BY: KL5 bHhhI Nu
CITY F MOR ANT N
IN P.G. BOX 3448 CHECKED BY: MAY C`
!I
IIitN~~ - MGRGANTGN, NC 28680 DATE: 10-18-10 DRAWING NO
/0 9 [phone] SCALE. 1" 20' 1309-10

B
*ALL MANHOLE COVERS SHALL MEET Vie" ASTM A48-~4 OR LASTEST STANDARD ~s' ~ FINISHED GRADE
a ~ r~ ~
~f ~ ~
I i A / A S ~ . `III IIf
i F LOCKING RINGS II II 3~.~ III III,
WATERTIGHT _ BOOTED II ITi FlNAL ~II ICI
CONNECTION i l ~ REQUIRED 1" BACK FlI.L
I 9" 9" PEtdE1RAl10N ; sroP ll11 ~ VIII:
1Ya" _I ~
" , r DETAIL C-C STND „ o a y¢ ~ III ~ ~ UNDISTURBED
' . " ~ ° TOP`OF MIN. AVE. WTS. .III II Solt
COVER RING 190 B SECTION B-B R 1 5 covE 2 III III
315 _ - " - ~ III ; Il
~ ' ` PLAN VIEW; 1Y, i BOTTOM OF SHORT.' III '2 ,.~'II
C31 COVER t 2„~ MiN: AVE. WTS: ~ / I I-
(+'y RING 150 ~ti y+' INITIAL IIf R, BACK FILL i ,
~ t"R COVER 130 1 2 12' NOTES.. / 280
i. ON NEW iNSIALLATION, A MAXIMUM Ian OF 2 GRADE R1NG5 SHALL BE USED.:...
2. CONCRETE SHALL BE 4000 RSI AS III ll
PER ASiM C-478. NOTES 3. STEEL REINFORCING SHALL: MEET 1. ALL COVERS t0 7~~b III E I ~I I I I I ICI I ~I I III=i I I
ASTM A-305 A-t 5, A-160 BE SUPPORTED W/4-t" _ OR LATEST STANDARD VENT HOLES IN
Ya' 4. MANHOLES OVER 3'-6" IN.DEPTH STD: N0: 202 COVER ..-:y~~ o.D. DF 6' PIPE 6" MINIMUM SIDE CLEARANCE i
SHALL BE PROVIDED V4TH STEPS t'-3" RING & COVER 1" 2. ALL. RINGS TO BE 1Y~" ON CENTER.. STEPS SHALL BE IN A SUPPORTED Wf4-1" NC O.D. OF
ACCt1RDANCE 1~fiH STANDARD,NO. 603. - NOTES: 12" PIPE 12" MAXIMUM SiOE CLEARANCE i; STEPS TO BE EPOXY
' OF FALL ~ z ~ ~ DIA. ANCHOR HOLES. t; 5. INVERT SHALL .HAVE 0.20 m 0.40 -GRADE UNLESS OTNERtMSE SPECIFIED. X n 7° 24" LD. RING 3. RING & COVER TO ~ z ~ T BE USF 669/KL OR 2. GROUTED 1N PLACE TYPICAL TRENCH BOTTOM DIMENSIONS FOR:
C " EQUAL 2. CENTERLINE OF THREAD DUCTILE IRON, PVC, AND CONCRETE PIPE TO BE LEVEL & PLUMB
~ 4; SHORT R&C TO BE A a W/ Alt IN MH SECTION,
< 5" 2 67 a USF 686/KM OR B .:4.00 CONES EQUAL 'a TRENCH DETAIL:
STD. N0. 203 5.33' M.H. STEP 5. BOLT GOWN/ WATER C p a Q STEPS TO BE EPOXY CLASS D FLAT SUBGRADE
'0' RING JOINT TiGHT R&C TO BE 4 - - _ - - - ° - a a GROUTED IN PLACE 0
UHF 668-KL-BWT a ' ASTM G443-98 OR LATEST- OR EQUAL.. COPOLYMER COPOLYMER
STANDARD 1 33' a POLYPROPYLENE; ~ » 2.67 RISERS PLASTIC POLYPROPYLENE PLASAC NOTESi
5 5-0 t.0. Qa 6`-0" LD. 4.00' i, TRENCHES. REQUIRING SHORING AND BRACING,
4 DIMENSIONS SHALL BE TAKEN FROM THE` INSIDE FACE OF THE SHORING AND BRACING
- ~ - - F STOP 2. NO ROCKS OR BOULDERS 2" OR;LARGER TO'
4 a Q: 4 . ~ 3 DEFORMED E 4 1/8~~ G 4 3 4" ~ STEEL ROD 3 DEFORMED BE USED IN INITIAL BACKFitL, STEEL ROD DEPTH Of BEDD{NG 3. ALL BACKFlLL MATERIAL SHALL BE SUITABLE
2.67`.. BASE W1TH / t J2° 4 ~ MANHOLE:DlAMETER VS PiPE DIAMETER „SLOPE SLOPE 3.65' H a MATERIAL OEIOW PIPE MATERIAL. D _ d (MIN.) 4. BAGKFILI. SHALL BE COMPACTED iN 8" LAYERS
, „ _ PRECAST INVERTS 4 -0 - 27 PIPE MAXIMUM.' 4.67 r 27" & SMALLER 6" IN TRAFFIC AREAS, 12" LAYERS IN NON-
5-0" = 36" PIPE MAXIMUM , s:.:. , ~ 6'-O" =ABOVE 36" PIPE , , TRAFFC AREAS USING VIBRATORY EQUIPMENT, 30" 60" 12" 5: ALL BACKFlLI TO A HEIGHt.OF 12" OVER PIPE
- A B C D E _F G H 3Y~" IN11-11NININII-III=III-111=11i-III-`~.~ COMPACTED STONE "t t, "t SECTION A-AA-A Eft"' & LARGER 18" TO 8E COMPACTED BY MANUAL MEASURES,
TO i2" UNDER MANHOLE STND 25 23 23 ~ t" 7~ 22" 25" 33 PENETRATION
SHORT 25° ;7 SEGi1QN A-A 23 ~ 23 4 1" 4" 22 ~ 23 ~ 33 a
NOT TO SCALE NOT TO SCALE NOi TO SCALE NOT TO SCALE
STD. N0. DATE. ~,g M~ao,~~ SEWER LINE TRENCH BOTTOM STD.: NQ. DATE
Moe ; STD. N0: DATE f Mpep STD. N0. DATE e MoRp G~~ STANDARD & SHORT _ ° ~'y~ MANHOLE STEP FOR PRECAST 9 'T 3-2-os h z DIMENSIONS AND BACKFILLING 3-2-0
~ SANITARY SEY~ER MANHOLE DETAIL 3-a-aa ~ ~ ~-2-a9 z 2a~ ~ z MANHOLE RING & DOVER 2az CONCRETE. MANHOLE 203 sI1EET i oe ~ ~ REQUIREMENTS 224....... sHEEr i of t
° frs z SHEET 1 OF 1 ~ SHEET 1 0€ t x ' ,
r .b.~,~ ITY OF MORGANTON ~ CITY C)F M~RGANTON ~~An ? ..CITY 0~ MORG ~G:ANTON o~~k,cA~w~~ CITY 0~ MORGA[~lTON
Cpt~ i ~ CAfi
PAVEMENT
5' MIN.
FILL
3' MIN. 3' MIN.
TOE OF .SLOPE
BROOKS PRECAST GON OKS PRECAST.CONCRETE
VALVE BOX COLLAR OR 5 MIN. APPROVED EQUAL E BOX COLLAR OR ROUND
3~! ASPHALT SURFACE STEEL ENCASEMENT INSTALLED EXTEND CASING 70 DITCHUNE APPROVED EQUAL
COURSE TYPE S 9:5 B B" 8, 25,0 8 BASE COURSE ' BY BORING AND JACKING IN CUT SECTIDN
FINISHED GRADE
- - - ~I 111 ~I~ I~I~ Iil~ . I I_I~ _ . ;
1 _ = I~II~II~II~II~Ih ~Il~il-~??I~IL~~ II~II~H~II'~=~h--„I_
-I ; 1.0 ,I I~ i.0 o SEE DETAIL-VERTICAL
o APPROX. 30" GAL GATE VALVE .I IT 2" THREADED PiPI APPROX. 30" GALV, 2,r GALV. 2" THREADED PIPE NPT COUPLING
I ~ STEEL ENCASEMENT STAINLESS STEEL BOLT STEEL ENCASEMENT ~ INSTALLAhON _I ~ WITH PLUG
III ~ =1 I~ ~ MASONRY SEAL Z 2" UFRi300SS-21NT CAST 1ROtd
LI COMPACTED FILL AT ENQ OF PIPE- ~ M CONCRETE DEADMAN VALVE BOX
BRICK BRICK 2" GALV: SUPPORT 90' BEND
-I SUPPORT i ~ I
i II T R.~
-I 11- 'L . e -
I II ~ CONCRETE BLOCKING
-1 ` I_ t4 COA GOPPE ~ ~ NTRACiNG W4Rp FOR R » 36" ' 36" GALV.
~I BOLT-ON TYPE SKID CARRIER PIPE WEEP HOLES AT BOTTOM 2 THRRF I UNDERGROUND USE IL W/ BITUMASTIC PAINT BOLT-ON TYPE SKiD - - GRAVEL IF NEEDED. \ 2" THREADED PIPE -
-I = W BITUMASTIC PAINT 2" HARCO DIP x MALE i 111_111=I1~11L.II--1i III-I / THREADED ADAPTER
NTH CONNECTING 2" DIP MUELLER- SQUARE Nt LINK AND EYE BOLTS VALVE OR'APPROVED EQUAL TELLER SQUARE NUT APPROVED EQUAL..
BORE ENCASEMENT DETAIL BLOW-OFF DETAIL :TAIL
NOTES
CARRIER PIPE SUPPORTS SHALL BE STEEL SPIDERS (A.S.T.M. A-36 STEEL. SUPPORTS
SHALL BE-APPROPRIATE- SIZE'TO SUPPORT AND HOLD THE CARRIER. PIPE TO THE SPEClFlEO GRADE. THE SUPPORTS SHALL. BE LOCATED FOLLOWING AND ADJACENT TO
EACH CARRIER PIPE BELL.
MECHANICAL JOINT DUCTILE IRON PIPE-WITH MEGA LUG RETAINER GLANDS BY EBBA IRON SALES, INC. SHALL BE USED WITHIN THE ENCASEMENT PIPE. NOTE:
i. GLUED JOINTS WELL NOT BE PERMITTED. S'I'B S'I~ / ~ `T 1~
- 2. ALL. CONCRETE SHOWN IS TO BE 300D P.S.f.
NOT TO SCALE NOT TO SCALE NOT TO SCALE
F K(t$p ~ t~t~ep g MpeQ9 STD.. N0. DATE_ o ~ STD. N0, _ _DATE o a,i, 2" SLOW-OFF ~~~~~i~,CARpf~~i lJ .L L~..+ JL I\.J1V SfiD. N0. DATE R , ~ i, ` ~ ~ ~ , STANDARDS & DETAILS
~ ~ 't~a BORE ENCASEMENT ~ a p HAND REPAIR 3-2-a9 ~ , ; c 3-2-a9 U ~ ~ DETAIL ~~4. ASS/°.~~, ~ D~ 3- 2-09 ; 2. ~p~ ~y~; ~ ~ CITY OE NIORGANTON, NORTH ;CAROLINA
RORD PATC ~ z ~ DETAIL 279 ' ~ z 225 . ,ir~ " SHEET t OF 1 ~ ~ . ;e:~ ~ SHEET 1 OF T a, . ,r SHEET t. OF t ;a SERI r;
I~ CITY OF MORGANTON ~ w4 $ CITY OF MORGANTON CITY OF MORGANTO CAVL R G A N TO N • , J IN V b , DRAWN BY: RLS SHEET NO.: CITY OF MOR ANT N D-1
CHECKED BY. MAY P.O. BOX 3448
i II I MORGANTON, NC 2868 10-18-10 DRAWING NO.
[phone] 1309-10
scALE:NTS

N
CONCRETE THRUST BLOCK
:TEE
11F~1 1 ~-il I 1=
a = .g. ITI ~ ~ U - -
:'n n
CV W ~ r . . - w~~w ~ w a°a w
~ d' h~ W a a 4 a w~}~w wU +e .
p N a a ,
a o i Vj ~ N ~ IX7 Z - WOO. - - _ : 3000 P.SJ.
a w m~ ~ I CONCRETE k , .
=ua - Nw iii =u _IL-! I , J u~i,
- TEE Q A A A.
U3 ~ 2 i- ~ LEV TIO 2 2
A ~ t~ p PLA A SIDE 11 1 4° BEND 2~ t' 2° BEND 45° BEND 90° BEND TEE CAP PLAN `6 12 12 12 16 16 14
z ~ TEE TEES.: 8 12 12 16 22 22 18
® ~ ~ ° ~oc~ T
U M ~ HRUST BLOCK. FOR TEES ~ TWO`3„ CONDUITS.'... FOUR 3" COUNDUIIS Wya~/ory~~ m TEES 12 12 18 24 32 32 28 CANCRETE
/~p~ - . THRUST OL9GK _ 4: 8 3 '8 , 16 18 22 32 42 42 3t;
Q 0 fl ~ (n A - ~I I~
.II ~ .a.. _ 5 C9 O A A 2 2 ~ (J ~ Ik 20 20 28 40 52 52 ; 44 '
_ ~ -I i-u icu n-u~uCi .CONCRETE ll, . . 24 24 34 48 84 64 54
1$ GROUND LEVEL ~ _,p THRUST B~DCK Q~a 30 30 _ 42 58 78 78 66, ii 36 36 5fl 70 94 9~F 80
.a.`. a , ~ . _ ~ _ _ a 42 40 58 80 108 108 90
' 48 46 66 90 124 124.. 104.
- ~ ~ aS.' d e a , ~C , _I ~ 6 , .e . .I THRUST BLOCK DIMENSION „A„ -
LJ ~ e ~ < . Z 'b."' Q - - ~ ~ N ,a 'a a I~ L!j (D13~OOOIOP.S'IA. CONICRETE )
Q~ U U I I ..a . ~ ,14-J!1,=Ji
c, oo 00 M a e U BEND.
i~ ~ ~ , ro ~ ELEVATION ELEVATION
W - - ~ ~ ~ THRUST BLOCK FOR BENDS
DUCT BANK ENDS ~ w W ~ ~ J ~ENas
d~ w W _ U ui "A„ pWS
M w PIPE DIA. CONCRETE U THRUST BLACK NCRETE !ST BLOCK
a o a ¢ 3/4" GALV. RQQS EYE BOLTS...
n 3 4 GALV
.
~w oN dx ~ , 2~ pp j~ ~
_ Boa UW: _I MJ CAP-OR MJ PLUG
~ Y Kz e Q ~ ~
Zd~w U~ OQVI
v v w RETNNER $lAN6 I ~ N ~ ~ NOTES: I , :R $lAN6
1. DEAD MAN RESTRAINED 'E CAP
w 3-3 a" ALL THREAD THRUST BLDCK FOR PIPE CAP I f RODS 3" TO 8" AND 4-3/4"
ALL THREAD RODS 12" TO 16" NOT TO SCALE NOT TO SCALE
NOT TO SCALE NQT TO SCALE.
e ~oRV STD. N0. DATE F ;~oe~ e ~c~Ro o a o a STD. N0, DATE o ~ THRUST BLOCK FOR WATER MAINS ST a ELECTRfCAL CONDUITS. d EL - ~ STD. N0. DATE a~ ~ioRQ9 STD. N0. DATE
ti STERLING ST g-15-10 ~ ~ EGTRICAL CONDUITS.. STERLING. ST _ _ ~ u z SOUTH END ;ELECTRICAL c 9 15..10 , ~ c 150 PS1 WORKING PRESSURE} ~ 4a THRUST .BLOCK FOR WATER MAINS 3-2-09 ~ ~ ~ ~ 3-2-09
.a, • ~ . ~w x WfLCO STUB UP ELECTRICAL u , ~ 1 ' SHEET. t OF 2 ~ x 4 DETAIL m COND; ; . ~ COND; SHEET 2 of 2 104,1 SHEET 1 of 2 F;~ ! DETAIL 1.04;2
' ~ ~ ~ ~ SHEET 2 OF 2 o~,~,. ,~ti~
~~An CITY OF MORGANTOf~ tz~ CITY OF MORGA ~ ~ CITY CA NTQN ~~A~ OF MQRGANTQN ~NTON ~rxc~~w CfTY OF MORGANTON

~ WATER MAIN ER MAIN
FlNISHED GRADE
TAPPING SLEEVE a _I _ VI APPING SLEEVE ......VALVE
r_
I _ _I _ a tl
I 11 a , 4 . .I r~ a
1_... Lip Onj a ,I - ~ fl 0 0 0
LI I~ a o a - ax 4 a ° Q 0 FINAL I= ~ a a A n Q 0
BACK FILL ~ I I I I rj 4 a. ~ Q
II I~ a .I III;.: aW a, 4 a ~ ~ \9/ 0 0
II ~ I Q> " II 4 ~I - 1= ~ ~ o 0 0 0 WATER LINE
=III M III a . . _I~L 1= a Q °
VIII I) UNDISTURBED. a
-I . , 1= 501E I~I - 1L PLAN PLAN
3" ASPHALT SURFACE .I , , 1= COURSE TYPE 5-3.5:8 8" B 25,0 B BASE COURSE III : II .I 2 .I- CONCRETE
~ - 14GA COATED COPPER THRUST _I
- WIRE CONTINUOUS ALONG BLOCKING WATER MAIN ER MAIN
INITIAL =1 , I_ ..MAIN. - BACK .FlLL
=I` ~ _ ~ L
1.0'I 1.0' =1 , 1= MANUF. RECOMMENDATIONS _ - - II II II d
~I I_ I1 (I ~ ~ IL
~I I~ - , A III "ll ill_lil _.N~N~Iil=Iii-il i
~I lu, O.D. OF
=I I- COMPACTED FILL 6° PIPE 6° MINfMUM SIDE CLEARANCE III
d ' O,D. OF WATER.MAIN II 1I 12" PIPE 12" MAXIMUM SIDE CLEARANCE
_ _
hI I ~ n a `I. r TYPICAL TRENCH BOTTOM DIMENSIQNS FOR: Q
I II OUCTILE'IRON, C-900. PVC,. AND CONCRETE PIPE Q n . =I r _ a ON a
II ' a - - n w _I r a o e Q:
1 ~ a= ~I I= TRENCH DETAIL a
II N ° - ~I = CLASS D FLAT. SUBORADE ~ ~ a 4 a
1i-1-f I i.lii~~Ill-i ace ? 4.. I1 11 I W
Q _ e ~ WATER LINE
NOTES: Q ° a a a L. TRENCHES REQUIRING SHORING AND BRACING,
DIMENSIONS .SHALL BE TAKEN FROM THE
INSIDE FACE QF THE SHORING AND BRACING.. TAPPING .SLEEVE. NQ VALV VALVE.
2. NO ROCKS -0R BOULDERS 2 OR .LARGER TO TES
DEPTH OF BEDDING.. BE USED IN INITIAL BACKFILL: 1. CONCRETE SHALL NOT CONTACT. BOLTS OR ENDS OF MECHANICAL JOINT FITTING. ELEVATION MATERIAL BELOW PIPE 3. ALL- BACKFILL MATERIAL SHALL BE SUITABLE LEVATION
2. 5EE 5TANDARD THRUST. BLOCK TABLES. i, D d MIN: MATERIAL. " 3. LAPPING SLEEVE BELOW i3 SHAII BE A
li` 27" & SMALLER.:... _ F 6 4, BACKFILL SHALL BE COMPACTED IN 6 LAYERS ORD OR MUELLER. IF PRESSURE IS GREATER
THAN 13fl PSi USE ROMAC SST MODEL ~f` 30"- 60" 12 IN TRAFFC AREAS, 12" LAYERS IN NON- 4. TAPPING 12" OR GREATER SHALL BE A
66" & LARGER 18" TRAFFIC AREAS USING VIBRATORY EQUIPMENT. ROMAC SST MODEL
5. GATE VALVE SHALL 8E A CLOW, KENNEDY OR MUELLER 6. ALL FlfiNGS AND APPURTENANCES
SHALL BE RESTRAINED
NOT TO SCALE NOT TO SCALE NOT TO SCALE ~ Mi1RG e )iU$~ MO$ , 10~
o a STD. N0. DATE u ~ WATER STD. N0. DATE oe c9 STD. LINE TRENCH BOTTOM AND. STD. NO. DATE j~~T
ROAD `PATCH AND REPAIR ti ~ w i ~-~-09 ~ ~ BACKFILLING REQUIREMENTS 3-2-09 ~ c TAPPING SLEEVE r"t :VALVE ASSEMBLY " DETAIL 11Q ~w x 3-2-09 \~~~~~~4GA~~~~%~i JL.r~4~11~~V1~1
X111 ° F~~ ~ 11 ,w L - DETAI SHE i E T OF 1 SHEET 1 OF 7 ~~ti~ 11.9 SHEET i of 1 `.`rO~OFESS/py;~,~'~ STANDARDS & DETAILS
'A f ~ 3.~ ~ t t, t' R,.~.~:~ . pv C (T Y' O F M O R G A N T O N _ ~,.H,,..n:, Gov C ~ T Y O F M O R R ~,~.~.,,..~ov~
I ~A~ GAN TON ~ ~a~ CITY OF M nRGAN TON N TO N ~ ; y~ S E A l 9r°, ~ CITY OIi MORGANTON, NORTH CAROLINA
.032882
SHEET NO.: RLS R pp 1 i ~T DRAWN BY:
CITY OF M Off' Tl- 7 CHECKED BY: MAY iJ L
~~111I II I III~~ P.O. BOX 3448
MORGANTON, NC 28684 DATE: 10-18-10 DRAWING NO.:
[phone] SCALE: TS 1309-10,
Will WIN, -77

M r
Q
z w
O a . NCDOT ABC OR STONE CAPACITY OF PIPE CULYERT$ CULVERTS FULL FLOW
w y x u O tz 8' DEEP ~ TOGETHER =BANK -FULL FLOW N p U 1/2 DIAMETER OF w w w U J h PIPE OR 12" CLASS B STONE 1LASS B STONE
~ w w N ~ e~ O z z OJ ~ WHICHEVER IS r a w z \ I v GREATER
F ° mm~ M w w c~ a: ~
t7 -T y.J 2Z ¢O >
FILTER ~ 0 ~ w M U r M u ur-N ~ ' FILTER
T w o I z I ~ w I m w ~ WARD WATER. CAST IN OP z z a p I z a ~ a ~ ~ ~ FABRIC. LINER ABRIC LINER
FiNiSH GRA[lE ~ ° tw2 a~ ro o I ~ w m ~ o a n.nw z tnxx w
m~ I I~ I ~ z x x~ o w< M ELEVATIQN
°1 m wwt>r I ~w }O - ~ z w z _ -III- o I a I N v O` FLOW
- - in w 3 r M w u. w I tt7 U NCDOT ABC. OR STONE
III-III-I III w ° } ~ CLASS B EROStbN STO _ _ m 4 I tr w NE x ~ rn 0 ° z i 6 EROStbN. STONE -
o I ~ o
W ~ ~
0 18 X 1& X 4 CONCRETE PAD w° w (UNLESS OTHERWISE SPECIFIED) ~ a I II I
© ~ ~ a I u i ,-1 ~ 3/4" OR 1" K -TYPE RDLL ~ ~ I Il I
O1 Z COPPER TRACING WIRE p ° J
° _ z _ I 1 N U_ ' a e s 1^-~. -
ffl z ADJUSTABLE CAST IRON ~ ~ z 2~ ~J ~ VALVE BOX SCREW-TYPE r- ~ ° i~ , ~ x ( ) m •Nlw: "ZI w MIN. s1REAM CHANNEL MIN. ~.J9 IN.
> w SOUTHERN METER'VALVE BOX, a a a.
I, o ~ 562 S, 24 INCH - 36 INCH OR ~ Y ~ TO Of gOf1k 0 fl P P u F APPROVED, EQUAL X ~ z © R 'ap a€ Bank.
~ ~ ~ m ~ g~. ~ _ W
z a ~ ~ ~ CONSTRUCTION SPECiFICAiIONS: PLAN ~ ~ ~ 5 w ~
~ ~ a M w ~w to p' o w ^ U N o N 1, KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED APPROACH SECTIONS TO A n U a 2 N~ a w rn ~ x° z° 1 SECTIONS i0 A MINIMUM,..
I z w: y w M w u w ~ o z o ~ r. r z"a ~ ~ 2. OiVERi ALL SURFACE WATER FRDM THE CONSTRUCTION SITE ONTD UNDISTURBED AREAS AD,IOINI ED AREAS ADJOINING THE STREAM.
CONCRETE. BRICK COMPACTED BACKFILL I a a a z z u I w :
SUPPORT ~ ~ > a~ > o o u z z v w o - ~ z ~ w 3. KEEP STREAM. CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOWN Q J~ J r=r"N I' ;o'~a,~ m a~~_ o
iv m a o, ¢ ~ ~ ~.m I u w h Q ~ w, ~ a w.. N ~ 4. AUGN ROAD APPROACHES WITH THE CENTER L(NE OF-THE CROSSING FORA MINIMUM DISTANCE' o m ¢ m p U rl ~ w z - a w 3 ~ o w RAISE BRIDGE' ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 FOOT ABOVE THE ADJOINING APPR BACKEIU. rz w m w ' ~ ~ I u w ~ ~ ~ d , w ¢ v v U ~ TO PREVENT EROSION FROM SURFACE RUNOFF' AND TQ ALLOW FLOOD.. FLOWS TO-PASS AROUND THI IINIMUM DISTANCE OF 30 FEET; ADJOINING APPROACH SECTIONS
PASS AROUND THE STRUCTURE. -
~o~o °~ao ~mmu~i ~cwi m='on.~~ oa GATE I } ° } 3 U ~ o > a a ~ ~ ran ~ p 5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUpINC PkANNED OVERFi.OW ~NNED OVERFLOW AREA5, WITH
VALVE WATER w w ;d.:- 3 w ~ d : ~ ° ~"Z w t`' t- _ . MAIN ~ I ~ M I ¢ y ~ wm Q a ~ ~ ~ , o, w m ~ ~ a a ~ RIP RAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR' THE IN F z: z o= ~ a s u~ a~ w w N a 8,05a, APPENDIX 8.05). 3LE FOR THE IN-PLACE SOIL (TABLE.
M4~a I d.-U ptY'~\NNdF-U_K'-,m
' o z ~ d _ ~ ~ 3 a- a 6. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEI ' ° o. `r o ~ M o o ~ o w rn q e ~ ¢ a THE STREAM. UPON COMPLETION OF THE CROSSINGS, FILL, COMPACT, AND STABILIZE ALL DiSTURBE E ARE STABLE BEFORE DIVERTING .IZE ALL DISTURBED AREAS,
paA ° mM ~ ~3r2tn: to tn~w I a a I w ~ 7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RE iNGER NEEDED. RESTORE THE''
m° I r- ~ z° u ~ x STREAMC ANNEL TO ITS O i A CR S C11 N A D- 0 I I d , , e ~ w ~ a ~ o ~ ° m ~ N R GIN L OS SE 0 , N SMOOTH AN APPROPRIATELY STAB L ZE A ATELY STABILIZE ALL DISTURBED
q ° oww~ ~~0~°40 o3tY AREAS, o Z~ °°o
3 ° w ~ ~ w a w 8. ANY IN STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED'UPON STA$ILIZATION OF THE :.GRAVEL IF NEEDED ~ . ° - rn ~ 31LIZATION OF ?HE AREA....
ra ~ r w° F Z wU°
}'i12~ ~ 'q NwO
w N F v MAINTENANCE:
d q W ~ ~ Z ~ ~ ~ a ~ INSPECT TEMPORARY STREAM CROSSINGS AFTER RUNOFF-PRODUCING RAINS TO CHECK FOR BLOCKi ;HECK FOR BLOCKAGE IN CHANNEL, -
o'= a w EROSION OF ABUTMENTS, CHANNEL SCOUR, RIP-RAP DISPLAOEMENT,-0R PIPING. MAKE ALl REPAIR'. ~ ~ u PREVENT FURTHER- DAMAGE TO THE INSTALLATION. MAKE ALl REPAIRS IMMEDIATELY TO
NOL TO SCALE NOT TO.SCALE NOT TO SCALE
¢ Mt}R¢ 4 IAt?;ZG o VERT1CAL GATE VALVE STD. N0. DATE o 9 STD.. N0. DATE e KogU STD. NC sro. No. DAr>
TYPICAL WATER SERVICE CONNECTION , , c ASSEMBLY 3-2-09 w ~ 3-2-TQ ~ ~ TEMPORARY STREAM CROSSING 3-2-09
~ ~ :105 ° . DETAIL 1 Q$ ~ : • z - 313 ' ~ ETAIL SHEET I OF 1 . , ~ SHEET ~ DF i -313 SHEET 1 OF 1
~ ~ ~Vcr 9 4" ~ ~ ,may F
APT ,,.~...~av~ 'gyp ~~ti Rr ~ CITY OF MORGANT~N ~t;A~ _ CLTY OF MOR~A>`JTO[~1 ~An CITY ~F M~R~ANTON ca _ON
~ ~
FINISHED GItApE' . FIIdISHED GRADE
I
I FINISHED GRADE
dw _ _
~ - I
w -
. d - _
- p _ _ z
_ w z w
TNDISTURBED - - SOIL
Z, _ ~ ~
' 3y' ItIIIN. 3'/i MIN. ~ ~ -
- - o - 3~MEN
d ~ , . " -
_ _ ~
.
~ f _ - _
`I~
. ~ - I-~~ ~ I-_ ~I.' ICI' - - -I I _ r, 'I _ III - N

-
-
_ ~ ~
I _ ~ ~ _ I
-1 I I---i_.,._.
4 FT. FOR b 3" RIGID STEEL CONDUITS AND
8"DI SEIVERLIIdE
I'-y":; I,•9" 1r6n h-b;, I'•9'" P;9" i'.6" p.b" 1'-b" TO CL OF TC1 CL OF8" . TO CL OF I2''DI TO CL OF i2"?I TO Ch OF 8" TO CL OF S" TO CL OF 6 3° TO CL OF ]2'"DI TO CL OF 12"DI
DI SEWER 'DI SEWER WATERLINE WATERLINE DI SEWER DI SEWER RIDGID STEEL WATERLINE WATERL]E
LINE ' LLNE LINE.. LINE CONDUITS
NOTES:
1, TRENCH IS SHDWN GOING UP-STATION, NOTES 2. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE 1. TRENCH 1S SHOWN .GOING UP-STATION.. NOTES: INSIDE FACE OF THE SHORING AND BRACING. TAKEN FROM THE
2. TRENCHES REQUIRING SHORING AND BRACING; DIMENSIONS SHALL BE .TAKEN FROM THE. 1, TRENCH IS SHDWN GOING UP-STATION: 3. NO ROCKS OR BOULDERS 2" -0R LARGER TO BE USED IN INITIAL BACKFlLL. (FlLL.
INSIDE FADE OF THE SHORING AND BRACING. 2. TRENCHES REQUIRING SHORING AND: BRACING, DIMENSIONS SHALL BE TAKEN FROM THE 4, All BACKFItl MATERIAL SHALL BE SUITABLE MATERIAL 3. NO ROCKS OR $OULDERS 2" OR LARGER TO BE USED IN INIDAL $ACKFILL „ LAYERS IN
4. ALL BACKFILL MATERIAL SHALL BE SUITA$LE MATERIAL. 1NSf0E FACE OF THE SHORING .AND. BRACING. 5. BACKFILL SHALL BE COMPACTED IN 6 LAYERS IN TRAFFIC AREAS, 12 LAYERS IN
5. BACKFILL SHALL BE COMPACTED IN (i" LAYERS iN TF7AFFiC AREAS, 12" LAYER5IN 3• NO ROCKS OR BOULDERS 2' OR LARGER TO BE USED IN INITIAL BACKFILL. NON-TRAFFIC AREAS USING VIBRATORY EQUIPMENT: 4. ALL BACKFlLLMATEF;lAL. SHALL BE SUITABLE MATERIAL. fi. ALL BACKF111 TO A HEIGHT OF 12" OVER PIPE 10 BE COMPACTED BY MANUAL. N4N-TRAFFC AREAS U51NG VIBRATORY EQUIPMENT, 5. $ACKFitL `3HA MANUAL.
6: AiL BACKFILL TO A HEIGHT OF 12" OVER PIPE TO $E COMPACTED BY MANUAL LL BE COMPACTED IN 6" LAYERS IN TRAFF~C.AREAS; T2" LAYERS IN MEASURES. NON-TRAFFC AREAS USING NBRATORY EQUIPMENT. MEASURES. fi. ALL BACKFLL TO A HEIGHT OF 12" OVER PIPE TO BE COMPACTED BY MANUA6
MEASURES.
NDT TO'SCALE NOT TD SCALE NOT TO SCREE
~ ~oqW STD. N0. DATE 4 MoR~ DATE MOx ~ ~ UTILITY -:TRENCH 6.5 FT. WIpE BOTTOM a UTILITY TRENCH., 8 FT. WfDE BOTTOM STD, Nd, ~F U11LITY TRENCH 4 FT. WIDE BOTTOM STD. NO STD. N0. DATE.... TT(~
ti I-STERLING ST 10-18-10 ti ~ 2 ST TO-$=1 A o DIMENSIONS AND; BACKFILLLNG, ~ DIMENSIONS AND. BACKFILLING- ERUNG sT 0 ~ ~ o DIMENSIONS AND-BACKFILLING 3 STERLING w x UTILITY ~ R ~ UTILITY v ,w UTILITY- 3 STERLING ST 6-17-10 ,1111111// ~ L~l.~lll~~
RE UIREMENTS E ERE , , x Q SHEET ~ aF I Q MENTS SHEET ~ of i REQUIREMENTS UTILITY SHEET 1 OF T \\~~~~~1 CAR~`~/~/i
c ~ ti ,F~„ ti o " ate' ~i ~r ~ CITY ~F P~OR~A~1Tt~N z CITY OF MC~RGANTON TTY (nF t,A/ Rte ~I T//'~ `~~p.'aF~ss/r7 .!tip ~ STANDARDS & DETAILS Q. ti~.~ ~ CITY OIi MORGANTON, NORTH CAROLINA
cA cn~ rA"" nL'v ~ LJ IYi V IJAIV l.J~ CA SEAL r, .4
ws~ ` 0 ox , \ DRAWN BY: RLS SHEET NO,:
~c,N . CITY OF MORGANTO D_3
9 CHECIRD.BY: MAY
P.O, BOX 3448
//l~~ Aii ~YO\\\ MORGANTON, NC 28680 DATE 10-18-10 DRAWING NO.:
[phone] 1309
SCALE: NTS 10

ROAD ROAD. ROAD
CONSTRUCTION coNSTRUCrroN CONSTRUCTION ~ XXXX. F7 ~
I XXXX FT ~ XXXX FT
i END
CONSTRUCTION
1
2 2
~ END I k END I t~ CONSTRUCTION
G'~NSTRUCTION ONE LANE _L I 0 o
ROAD r
xxxx Fr °o
NOTE:
TYPE II BARRICADES 2 11 MIRY BE SUBSTITUTED I I i
FOR CONES-OR DRUMS
( r-+ a dN TRANSITIONS. -
~ _ IF MINIMUM. OF '10 FEET - wW
cP'~ RIGHT LANE CANNOT BE fO' o' ~ ~
~ MAINTAINED,. USE DRAWING MIN: FOR LANE CLOSURE, iN, I
..END
~ I - CONSTRUCTION 0 2
o ~ ~ ' ~
_ _ 0 0 LANE MIN. 2', MAX. 6' FROM
a ~ Ir I k 3 N,aRRO~s EDGE of pAVEMENr
_ o 0 - .M1
RIGHT LANE ~ ~ NOTE: I I
CLOSED A MINIMUM OF 5 DEVICES ON A iO:i'TAPER TO BE xxxxx-FT
I: -.USED IN TRANSITION.` ,o 0 L
o Q ~ ~ I I Z END
END
( I ~ _ CONSTRUCTION CONSTRUCTION
ROAD
CONSTRUCTION
I i o k ~ ~ XXXX. FT
~ ROAD
0 CONSTRUCTION
XXXX FT
ti
RIGHT LANE +i 2 t ~ x o I
CLOSED' ~ H L E ' I xxxxx FT E I F-A OUi P T1' N
~s TW=L E 0 TWO=~ E ON TUYO=t E
o WIT IN TWO FEET F FEET F E OF PAVEMENT ( " FROM .EDGE OF P E
o NTS NTS NTS
o END I CONSTRUCTION 2
I I
...ONE LANE
ROAD.
ROAD 1000 FT LEGEND
CONSTRUCTION (
XXXX FT 2
ON NE LANE... L SE WORK AREA.
G~IWWAY FOUR LANE DI SIDE ~tl DIRECTION OF TRAFFIC
NTS
I ROAD k
m NEC E coNSrRUCrroN L
15OD FT HIGH LEVEL WARiVING ®EVICE
TW -LANE NTS
o I
4 ~ I `END WORK VEHICLE.. CONSTRUCTION
~ DI TCH OR 5'
BEYOND TOE OF p-- RAILROAD FLASHING. LIGHT SIGNAL AND Al1TOMATIC GATE
SLOPE
~ I RAILROAD TRACK
I S OF WARN NG SIG S MINIMUM IZE I N
BEGIN BORE 0 OX `SPACING TABLE NU~98ER o END BORE
TYPE OF FACILITY 'MINIMUM SIZE 0 R
LENGTH OF TAPE T R RANSI TIONS RURAL TWO-LANE ' .VEHICLE ibJOt1NTED IMPACT ATTENUAT{1A
I 'TWO-W Y OADWAY _ 36"x35" I I DITCH OR 5'
R WIDTH FT 1 2 3 4 5 8 ( ) BEYOND TOE OF SLO~~ FLAGGER
' MULTILANE FACILITIES .SPEED LENGTH OF TAPER (FT.} END 0
tJP TO 45 MPH 48"x48." MPH cONSTRUCTION ( } MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 0
48"x48'" 20 10 15 15 20 20 3Q 30 45 35 55 40 80 OVER 45 MPH INSTRUMENT
I k I ROAD RODfl9AN
EXPRESSWAYS AND -FREEWAYS- 48"X48° 25 15 25 25 40 35 55 45 70 55 85 85 100. 30 15 25 30 45 45 ' 70 80 90 70 115' 90 135 CONSTRUCTION
i goo Fr _ TYPE I BARRICADE
35 25 40 45 70 ES 100 85 130 106 180 925 190 Ills ~ TYPE III BARRICADE
40 30 45 55' 85 80 120 110 165 ?35 205. 160 240 F~ N. °F~ NT L
45 45 70 ' 90 135 135 205 180 270 225 340 270 405
F RIND MINIMUM DISTANCE BETWEEN 50 50 80 100 150 150 '225 200 300 250 375 300 450 I UNDER co~rE
F -LANE DIY ADVANCE WARNING SIGNS 55 55 86 tt0 165 165. 250. 220 330 275. 415 330 416 NE DIVIDED. ~'i1iHIVAY o aRUrw
NT5 NT5 ~ FLASHING AAAOW PANEL
NIMUM DISTANCE SPEED OF TRAFFIC MI STATIOiVARY OR PORTABLE SIGN
UP TO 35 MPK 126 - 200 f T
wIOTH (Fr) 7 s 9 io 11 92 -1- STATIOtVARY SIGN
35 TO 45 MPH 200-300 FT SPEED 1ENGTH OF TAPER (FT.} PORTABLE SIGN
45 TO 55".MPH 300-500 FT (MpH) MIN. MAX. MIN. MAX. MIN. MAX, MIN, MAX. MIN. MAX.- MIN, MAX.
XPRESSWAYS 500 FT OR MORE ...E 20 50 75 55 85 60 90 70 105 75 115 80 120 FLASHING WARNING LIGHT
TAPER FO MULA: L = WS FOR SPE 25 75 115 $5 130 95 145 105 '.160. 115 175 125 190 R VS FOR SPEEDS OF 45;OR MORE.
= WS ,FOR Sf 30 105 180 120 180 135 205 150 225 165 250 180 270 L Y~ ..FOR SPEEDS OF LESS ,THAN 45.
60` N®TE. 35 145 220 185 250 186 280 205 310 225 340 245 370 ,
40 190 285 215 325 240. 360 '270 405 295 445' 320 480 WHERE L =.MINIMUM LEND 11MUM LENGTH OF TAPER.
REFER TO THE NCDOT MANUAL ON' UNIFORM 45 315 475 380 540 405 810 450 675 .495 745 540 810 S _ NUMERICAL VA iER1CAL VALUE OF POSTED ~ T
TRAFFIC CONTROLf DEVICES FOR STREETS AND 50 350 525 .400 600 450 875 500 750. 55 0 825 600 900 SPEED LIM1T 'ED L1M1T PR10R ;TO WORK ~~tiiirrrr
HIGHWAYS" AND ITS SUi~PLEMENT FOR ~ 55 385 580 440 660. 485 745 550 825 805 910 860 990 OR 85 PERCEN 85 PERCENTILE SPEED. ~~t~~ GA LJ ~l~~~.V
fURTNER DETAILS AND.REQUIREMENTS. W =WIDTH OF OFF 'TH OF OFFSET. v`.~®,.o~~ssroyq 9% Txn~~C CON"~oI,PI
4~ S E A l r- a CITY OF IVIORGANTGN, NORTH G.AROLIN,tI
03288P ~ i
IT Y F MORGANTON DRAWN BY: RLS SHEET No.: C 0 • m ° 1 - i
A. YOJ\CHECKED BY: MAY 11 l
l?111111 P.O. BOX 3448
MdRGANTON; NC 28680 DATE: 10-18-1 0 DRAWING NO.:
(82$) 438-5262
. Tmj~l I SCALE: NTS 1309-10