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TRANSCRIPT
GGYERNMENT OF PAKISTAN{
MI}HSTRY OF C OMMUI\ICATIONS
NATIONAL HIGHWAY AUTHORITY
F*iilq*n-Y ri$*'**xs
HAKLA(M-1)t T* *J-KHA}$ 1VIGTORWAY
PACKAGS -EEts {RgHivrANIKHETT A, KST BALEAN }
(v
)o> ,lr,! b
NOVEMBER' 2016
NATIONAL ENGINEERING SERVICES PAKISTA'N (Pv''T') LIMITED-
NESpAK HOUSE 2nd Ftoor .C.ttatuit lvenue, Sector G'5i'-2 I!-51aFa6' Pakistan'
TENBER DRAWIT{GS
r-..frf
Flr
LIST 0F DRAITINGS:
GE}TERAL I{OTES
ALL DIMENSIONS SHOWN ON PI.AN AND PRORLE DRAWINGS ARE IN ME|ERS WHEREAS ANGUI.AR MEASUREMENTSARE IN DEGREES, MINUTES ANO SECONDS (360' TO A CIRCLE).
EACH DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER DRAWINGS.
GRID CO-ORDINATES AND ELTVATIONS ARE BASED ON UTM ZONE 43-N.
MINOR CHANGES IN HORIZONTAL,/VERNCAL ALIGNMENT MAY BE CARRIED OUT AT SiTE WITH PRIOR APPROVALOF THE ENGINEER.
STRUCTURES SHOWN ON P|-AN/PROFILE ARE SYMBOLTC. FOR DEI',ATL OF STRUCTURES AND PROTECTION WORKSSEE RELEVANT DRAWING. HOWEVER DFI'AILED INVENTORY OF STRUCTURES SHALL BE PREPARED AS PER SITECONDITION/REQUIREMENTS AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR iO COMMENCEMENT OFCONSTMCT]ON ACTIVITES AT SITE.
FOR PAVEMENT MARKING AND ROAD SIGNS, CONTMCTOR SHALL SUBMII DETAILED PI-ANS DMWINGS FORAPPROVAL OF THE ENGINEER.
LOCATION OF UNDER GROUND CABLES/UTTUTIES SHOWN ON P|jNS ARE APPROXIMATE. EXACT LOCAT]ON SHALLBE Dtr'ERMINED BY THE CONTMCTOR AT HIS OWN COST.
ANY DAMAGE DONE TO THE UT1UTIES DURING EXCAVATION/EXECUTION OF WORK/S SHALL BE IMMEDIA"IELY REPAIREDBY THE CCNTMCTOR AT HIS OWN COST TO
'IF{E SAT1SFACT1ON OF CONCERNED DEPARI\,IENT/S.
THE IMPROVED SUBGMDE MATERIAL SitALL HAVE A MINIMUM SOAKED C.8.R. OF 25% N 95% M.D.D. AASHTO T_i8OFOR BOTH FILL AND CUT SECTIONS.
,IO. THE LENGTHS, SIZES, SLOPES, INVERT LF/ELS AND OTHERS GIVEN DEIAILS REGARDING CULVERTS, AS SHOWN IN
SCHEDULE OF STRUCTURES ARE TENTATIVE. THE CONTMCTOR SHALL PREPARE SHOP DRAWINGS OF EACH CULVERTLOCATIONS WI'IH THE REQUIRED SKEW ANGLE AS PER SITE REQUIREMENTS AND SHALL SUBMIT THE SAME TO THE
ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION EXECUTION.
1 1. THE CONTRACTOR SHALL EE RESPONSIBLE TO CATER FOR ALL TEMPOMRY TRAFFIC DIVERSIONS BEFORE STARIOF CONSTRUCT]ON OF THE ROAD TO THE SATISFACTION OF THE ENGiNEER INCLUDING DEIOUR ROAD AND'ITS
MAINTENANC1 SPRINKLING OF WATER, GRADING AND COMPACTTON WHEN AND WHERE REQUIRED AT HIS OWN COST.
12. RF|'A|NING/BREAST/TOE WALL, GUARD RAIL, CoNCREIE CURB SIONES, FOOTPATH, RoAD SIGNS, GANTRY SIGNS,
PAVEMENT SIUDS AND OTHER ANCILI-ARY ITEMS SHALL BE PROVIDED AS PER THE BOQ ITEMS , AS PER S|TEREQUIREMENT OR AS DIREC'IED BY THE ENGINEER. CONTRACTOR SHALL PREPARE THE SHOP DRAWINGSFOR FACH AC'IIV|TY/ LOCAI1ON ALoNG WITH MET'HODoLoGY AND SHALL SUBMII FOR APPROVAL rrc THE
ENGINEER PRICR TO SIARI OF CONSTRUCTION.
1-r TWO COATS OF BlTUMEl.l PAINT SHALL BE APFUED 0N CONCREI'E FACES lN CCNTACT wlTH THE SOIL. COST OF]HIS ITEM iS DEEMED TO BE INCLUOED IN THE REI.EVENT 8OQ ITEM RATES AND NO SEPMTE PAYMENT SHALLBE MADE FOR THIS I'IEM OF WORK.
14. REI'AINING/DRAINAGE STRUCTURES FOUNDATION SHALL BE PI.ACED ON FIRM,HARD AND ROCK./ STRATA,OR ASDIRECTE9 BY ENGINEER.
15. ROADWAY EXCAVATION MATERIAL SHELL BE UTILIZED IN MOST EFFECT1VE MANNER IN THE EMBANKMENT F/EN
wtTH BLEND|NG /MtxtNG wlTH THE SUPERIOR MATERIALS (lF REOUIRED, WIHTOUT AT ANY EX|RA coST). RoADWAY
SXCAVATION SHALL NOT BE OISPOSED OFF OUTSIDE RIGHI OF WAY, IT IS MANDATORY TO UTILIZE IN THE PROJECI
16. DRAINAGE CHUTES SHALL BE PROVIEDED ON HIGH NLL (flLL>2M) AT FACH sOM INTERVAL.
17. IN SUPERELEVATION REACHES FVC WEEP HOLES WITH PIPE DIA 4 INCH SHALL BE PROVID€D IN NJB AI AN JNTERVAL
OF 1M TO DMIN. OUT SURFACE WATER OR AS DIRECTED BY THE ENGINEER.
TENDER DRAWING
1 .
2.
6-
I
8.
>!'1;'.;n.r?,'
TITLE OF DRAWING DRAWING No' TOTAL NOntr q!.rtrtrTqS. NO.
1/ rn / r n ^6na
LIST OF DRAWINGS AND GENEML NOTES JIJI / IUZ' I IUIU9UVI
2 KF/ MAP 3737/1O2/1D/RMOO2 0 1
0 1LOCATION MAP 3737/1O2/1D/LFOO2
5 SYMBOLS AND ABBRF/IA]]ON5 J737 /1O2fiD/SAOO2B
TYPICAL CRoSS SECTIoNS 3737/1O2/7OITC003*30 n 6
0 17 SCHEDULE OF STRUCTURES 3737/1O2fi0lSS004
8 DESIGN PAMMEIERS FOR BOX CULVERT 3737/1O2/1DISSOO5 0 1
Y rvpfcAl Box CULVERT (GENEML ARRNGMENT) 3737/1O2/1DIBCG006 01
021 0 8OX CULVERT REINFORCEMENT OEIAILS 3737/1O2/ID/ECRSSI'/A
1 1 TyptcAL wlNG IVALL UYOUT DEl'AlL 3737 /102/TDIWI{R008'8A
12 TyplcAL PLUM ccNcREIE RETAINING wALL DFlAlLs 3737/1o2/1DlRwP009' ./-^\ \0 1
I J nplcAL Rc-c nElAltlltlc wALL DElAlLs 3737/1o2fiDlRRw0010'10A /'| .,.v 1
TyplcAL Rcc EREAST IvALL DEIAILS 3737/102/1DlRBw0011'1141 +
1 F GENERAL NOTES FOR STRUCTURES (BRIDGE. UNDERPASS) 3737/1O2/1DIGNS0012 01
08t o
a '7
GENERAL ARRANGEMENT UNDERPASSES 3737/1o2/rDluPsorJ-rrtt
BR1D6ES, GfRDERS, ABUTMENT 3737/1o2/1Dl8R014 1 0
0 11 8 i nEsan sHApE coDE 3737/1g2/'n)/Ksuurs
IL
iTp. onerN.oucrs,coNcRfiE BARRTER AND cuRB sfoNE DErAlE73l/1o2/1D/00016-168 n ?1 o
TYPICAL CoNCREIE CHUTE DglAlL 3737/1O2/1D/Doo17-17Aa i
21 rvpteAr supERELF/ATloN DEI"AILS 3737/1o2lTDlTSoo16'164
rvpa,cL ROAD SIGN ,GANTRY SIGN & PROTECTION DEI'AILS 3737/102/TDIRS0019-31E 1 822
23 pF,vEi,tENi MARKnrc AND RoAD sTuos 3737/1o2/TDlPMso032 0 1
z+ RA|L 373i/1A2/1DlGRo33' 034
& PROFILE DRAWINGS 3737/102frD/Pt-&PR 001-03'ME|AL GUARD
DE,TAIL PLANJ Io 6
ROAD DRAWINGS AT KM 23+J00
000].AYOUT PI-AN DRAWING 3737 /1o2/1D/P 01
26
HAKLA (M-1)TO D.I KIIAN UOTORTAY
PACI(AGE-U (REmIAI.I KHEIL TO KOT BALiAN)(sEcnoN - uB)
.TIONAL ENGINEERING SERYICES
AKISTAN (PlrI.) tTD.IN ASSOCIATTON MTH
MM PAKISTAII (PVT.) LfD.
GOVERNMENT OF PAKISTANMINISTRY OF' COM},fUNICATIONANONAL HIGI{WAY AUTHORITY
ORAWNG NO.
3737 /102/1D/t-DGOO1
LEGEND
}.|/\1IOl.lAL CAPIIA *
PROVINCIicL CAPITAL A
IMPORTANT CIIY O
INTERMTIO}.IAL BOUNDARY
PROr'INCIAL BOUNDAR/ROADS
PRqJEsr AREA @
h:,{:, Y CHiNA
N+tnAFGHANISTAN
INDIA
iR,AN
ARAtsIANT SEA TENDER DRAWING$
TIAKI,A (M-1)
TO D.i KIIAN MOTOR]TAYPACKAGE-Ii (REHMAM KHEIL TC KOT
(sEcrIoN - UB)BAUAN)iDAl:,r.t:r t:,r G0YERNMENT OF PAKiSTAN- lrrr"-"
r \*r'' .,r,rrd6na, F rtnr^rrTrTTn ^,'n\TciFlJr'ucst'lN -9: tP;..Ii.I MINISTRY OF COMMUNICATIONSI-
--_. N ASSoCIATIoN TITH I UZ I I i]{IT
,*'*, d;;;it; it**ot AurHoRIrYiW** ;^d;*'-it*.i-ito ##lcHD.^Ef.. BY I November, 201 6 3737/1O2/TD/ KMOAZ
I oRAWNG NC.
PR,OFOSED'\d- i (}IAKLA) D.I KI{ANI VICTORVTAY
LENGTH-I (55 Km) LENGTH-ll (7O.OO Km)! LENGTH-lll (52'5 Km LENGTH-IV (50 Km)
Km)
LENGTH-V (63 Km)
P,ROPOSED. AJJGNiltEMfj
TENDER DRAWING$
?
PACKAGES:." :1,, ::l ' r , - . r . . r ,i , . ,_.r i%.+,*+.,1ji jjr ..y_"_,.. ll
IIniI$lrlL[:
z1
, , . I P-l YARIK To REiIMANI KHEL (55 KM)
i p-r REHMANI KHEIL To Kor BALIAN (70 KM)
.f- i (SeCriOru - llB) L = 25'40 KM4
".,., " i P-lll TARAP TO KOT BELIAN (52.5 KM), ' - . : : . :, ,. .i p-lv PINDIGHEB To rAnlP (50 KM)
. "
. i p-v HAKLA io ptNDtcHEB M-1 (03 KM) S:. ' i
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:ti
II
i LEGEND:-I
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iTEE-
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(sEcrIoN - tls)
I t B
LOCATION MAPSCAI-E
0R m{ a/ RAJA SIIAFIQ
,;'r;.,. GOVERNMENT 0F PAKISTANNI,F"I,*/E
L.]# uixrsrnY oF coMMUNIcATIoNS,*.**^'" NATIoNAL HIGHTIAY AUTHoRITY
ffi,ffip;**ESMu* PAK'.TAN (Pw') LrD'
04SIJEUfITED BT
03 l:rb*r.f,
02 l l j @ 9 | 4 7 - \r - . . 6 . 1 r . : r i . i 1
-ii..r,i: r. '*"OATE
November, 2O16
ORAWING NO,
3737 /tO?/TD/LPQO?ARer'.
CHD.AE& Ei01
RAr'.
e,T1?. .'-{,j.iili+e
DATE-nEffi
APPRO'E! APPROVED AY
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POINf oF HofrZol,ttA- cURv TURE (SfAFf oF HoRIZOMIL CURVE)
REI{fORCED COI{CREIE PIPE CUL\ERT
PROFILE GRADE UNE
PllsllctfY INDO(
PONT OF HORIZONTAL IMERSECIION
POINT OF ROTAIbN
Fohn OF rcRZOtltAL TANGENCI (END OF HoRIZONTA c1,Rl€)
RAAUS OF I€RZONTA CURVE
RANfORCED COI{CREIE
RENFORCEIIENT
RE1ISON
RG}IT I-UNO SIDE
RIGHf OF WAY
RIGHI
RETANIi{G .'YILL
REU)C{TED WAIER COURSE
sulP€ GRA0€NT (PERCENT)
SUPERELF"{NOH
${@LDER SREA]K POII{T
sua cul\€RrSFIR^L fO-CUilE SIJ{' C1JL\GFf
SHCIJIDER
SQIJAR€ METER
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DESIGN CB'ITER UNE
L{ND ACQUTSMON
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0e 0EGREE oF cuRvE (Fi cHoRo)
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HIGH TENSION UNE PYLON
HORIZONTAL CURIE DATA .
GRID NORTH
]RAVERSE /BM POINTS
POIiIT OF INTERSECNON
FgNCE
SUI GAS & WA1ER PIPE UNE
1UBE WELL
CAt.lAL / DRAIN
UNED WA1ER COURSE
UNUNED WAGR COURSE
SPUR SIRUSTURE
GRID UNE
SHRINE
sPOf LEVEL (T/P.)
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RNISHED GMDE UNE
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\ERnCAL PONI OF lAfleENCf (END OF \€Rncrl. clJRvE)
'rr€sf. 'r$gftl oF ROAOYI Y
YATER SOUNO MTCADAIf,
WA1ER COURSE
OFTANCE PERPANDICI'LIR TO fi€ IIfiGENT. FROM EECINNINE TO ftE AND OF SPIRAL
OtsTAilCE PERP€NOICTJI,AR 10 ]H€ IIfiCEI{I, FROU SEG|ilTTING ]D THE ANO CF SPIRAL
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/,-RO{S SIGN NUUEER
MruRA slJRFrcE ru^ tto"r ,-;r1;t;li!,iNORlHll{G, l{oRltl
TO D.I KIIAN UOTORTAYPACTqGE-U (RSHMA}TI KHEIL TO KOT BAIIAN)
(sEcTIoN - UB)
ENGINEERING SERVICES
PAKISTAN (PW.) tTD.IN ASSOCTATION TTTH
MM PAKISTAI'{ (PW') LTD.MINiSTRY OF COMMIINICATI
NATIONAT HIG}IIfAY AUTHORITY
ORAWING NO.
3737/1O2/1D/ SAOo2B
BOUNDARY UNE
TVDTf',\ iI { i f \ - / 1 1 r l CROSS SECTIO}{ rlLLthl
rmo adq rmo_Tff-l t l
e l q1 4 x
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nu su)PE AES€RVED FOR TREEi2-ljltE ClfiftAGEllAY
iOR OEIAIL REF.
ofc io. 5ttll02nDl00o16
ROW )'AiI(ER
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W.EJI
SU88'S€ -
100
1g}
KATCHA DRAIN
nSiFdH'$ff'TftIEP-(Y *'oi 150
SUBGRAOE = Jff)1$N.)
SIBANKMENT
ALL DIMENSIONS ARE IN MILLIMEIERS UNLESS NOTED OTHERWISE.
IMPROVED SUBGRADE MATERIAL SHALL BE CCMPACTED N 95% M.D.D, MSHTO i-1EO AND Si'IALL HAVE
A MINfMUM SOAKED C'B.R OF 25% A't 95% M:D'D' MSFITO i-180'
ROAOWAY EXCAVATION MATERIAL SHALL BE UI1LIZED IN MOST EFFECTIVE MANNER IN IHE EMFANKMENT
EVEN WITH BLENDTNG /MtXtNG W|TH SUPERTOR MATERIAL (lF REQUIRED, WIHTOUT At'iY EXTM CoST)-
ROADWAY EXCAVATION SHALL NOT BE DISPOSED OFF OUTSiDE RIGHT OF WAY. IT IS MANDATORY TO
UTIUZE ROADWAY EXCAVAT]ON IN ftT PRo}!JECT,OR AS DIRECTED BY THE ENGINEER'
PITCHING STONE ON EMBANKMENT SLOPE SHALL BE PROVIDED IN ITIE REACHES WHERE NULI'AH/RAIN
WATER MAY DAMAGE.THE EMBANKMENT SLOPES AS DIRECIED BY THE ENGINEER.
W-BEAM GUARD RAIL TO BE PROVIDED IN REACHES WHERE HE|GHT OF FILL IS MORE THAN 4M'AT
BOX CULVERT LOCA'I]ONS, AT ANY HAZARDOUS LOCATION SHOWN ON PISN AND / OR AS DIRECTED BY
THE ENGINEER. FoR HEtcHT oF FILL EXCEEDING 7m, GUARD RAIL SHALL BE REPI-ACED WITH coNcRETE
BARRIER. (REFER DRAWING NO DOO16A)
SUBEASE COURSE
isf',roclffiesE couRsg
SUB EASE COURSE 3.
HAKI,A (M_1)
TO D.i IGIAN UOTORYAYPA$(AGE-U (RSISIAM IGiEIL TO KOT BAIIAN)
(sEcTioN - nB)
I{IUOTIII. ENGINEERING SERVICES
AKISTAN (PW.) LTD.iN ASSOCIATION IVITTI
MM PAKISTtu\ (PVI.) LTD.
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATION
NATIONAL HIGH1YAY AUTHORITY
DRAWING NO.
3737/1o2/1D/ rcoas
TYFICAL CRCSS SECTIO}'IIhJ FARTIAl-,CUT & FARTIAL F'I]-,L
RCC SflEAST flAT(wfCR€ REXJIRED)
DETAIL 0F a:-FOR COMMON IXCAVATION n = 1
FOR MEDIUM ROCK EKCAVATION n = (2 - 3)
FOR HARD ROCK EXCAVA1ON n = +
NOTE:-P R o V | S | o N o F B E N C H S H A L L o N L Y B E P R o V I D E D I N H A R D / M E D I U M R o c K D ( C A V A T I o N .
' 1 .
-qb
E
S&8"tr#'TffI[g* oP 'coSUBBASE COURSE
IMPRdGD SUBGRA)E(c8R 25: VlNt
- 150
cof{cRElE 'fixL
M{ENE RECI}RED)
L*^*, o**,€FHAL1C \{EARING COURSE - 50
SASE couRs€ - 160!-i6CREGAIE 8 sE CoUft€ - 2so
SUEBASE CCURSE : tSOSUBGRAOE - 3ff1VINJ
NOTES:-ALL DIMENSIONS ARE IN MILLJMFIERS UNLESS NOTED OTHERWISE.
SUBGRAOE MATER1AL Si{ALL 8E COMPACTED AT 95% M.D.D, MSHTO T_180 AND SiIALL HAVE A MINIMUM
soAKED .C.B.R 0F 25% A'r 95% M.D.O' MSHTO i-180.
RoAowAi g(cAVATloN MAIERIAL sHALL BE unuzEo tN'MosI EFFEcrivE MANNER lN Tl{E EMBANKMENT
aVEN wffH BLEND1NS ,/MtXtNG wrH SUPERIOR MATERIAL 0F REOUIRED, W|HTOUT ANY eKlRA COST)'
ROADWAY IXCAVATION IS MANDATORY TO UTIUZE IN THE PROJEC1OR AS DIRECTED BY THE ENGiNEER.
PITCHING STONE ON TMtsANKMENT SLCPE SHALL B€ PROVIDED IN TT]E REACHES WHERE NULI-AH/RAIN
WA'IER MAY DAMAGE lHE EMBANKMENT SLOPE AS DIREC1ED 91/ THE ENCINEER.
W-tsEAM GUARD RAIL TO SE PROVIDED IN REACHES WIiERE HEIGHT OF FILL IS MORE THAN 4M' AT
BOX CULVERT LOCATIONS, Af ANY HAZARDOUS LOCAT]ON SHOWN ON P!-AN ANO / OR AS DRICIED BY
THE ENGINERR. FOR HE|GHT OF FILL EXCEEDING 7M, GUARD RAIL SHALL BE REPI.ACED WITH CONCREiE
BARRIER.6, Rcc BREAsf WALL SHALL BE PROVIOED WHERE HEIGHT OF CUT > 6M, OTHERWISE AT LE€T 2M HIGH
PLUM CONCRSTE TOE WALL SHALL BE PROVIDED AT ALL CUT REACHES WITH DRAIN. DRAIN IS
MANDATOR/ IN CUT REACHES.7. - IN CUT REACHES EKCAVATION LINE IS UFTO SUBGRAOE TOP, CHECK SUI'I-ABIUTY OF SUBGRADE MAJERIAL
TO QUAUF/ REQUIREMENT OF IMFROVED SUBGRADE MATERIAL. IN CASE IF QUAUFY FOLLOW
SPECIF|CAT|ON 109.2.3 PARA-2 0R109.2.4, O-THERWISE FOLLOW 109.2-J PAM-J.
SERUCA ROTD$HEff ReuRED)
I
R DRAWIHGE
TY?ICAL CROSS SECTIONHAKLA (M-1)
TO D.I KHAN UOTORTAYPACKAGE-U (REHMAM KIIEII TO KOT BAIJAN)
(sEcrIoN - uB)
NISTOI'TII. ENGB'TEERING SERVICES
AKISTA}I (PW.) LTD'
B.I ASSOCIATION YITII
MM PAICSTAN (P\rr.) LTD.MINISTRY OF COMMUNICATIONANONAL I{IGTTWAY AUTI{O
DRAI$NG NO,
3737/1O2/TO/ l0oo3A
TVpTe ar nDnrsstIrIU@ SECTlCN Ci-TT1N
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$5'Ed#'#?T"ffi*'ry+30SUBBASE COURS€
{F &{Tr?€ 1b dfF oRt v, 000t6
IIEAR|NG COURSE* 50'
ASPttALIlC EISE COURST ' 16O
iccREGAlE 8 SE COURS€ ' 25O
SIJBaTSE C0URSE - 15O
SUBGRAO€ - 300MrN.)
ALL DIMENSIONS ARE IN MILLIMfiERS UNLESS NOTED O'ITIERWISE.
suBcRADE MATERTAL SFIALL BE ccMPAcTED Ar 95%' M.0.0, APSHTO T-180 AND SHALL HAVE A MINIMUM
soAKED C.8.R OF 25% A'l 95% M.D'D' Msitro T-180.
ROAD!{AY E{CAVAIION MATERTAL SHALL BE UNUZED IN MOS| EFFECNVE MANNER IN T}IE EMBANKMENI
EYEN WMH ELENDING /MIXING WITH SUPERIOR MATERIAL (IF REQUIRED, WIHTOUT ANY EfiRA COST)'
ROADWAY EXCAVATION SHALL NOT BE DISPOSED OFF OUTSIOE RIGHT OF WAY. IT IS MANDATORY TO
UTIUZE IN THE PROJEC',OR AS DIRECTED g/ THE ENGINEER.
PITCHING SIONE ON EMBANKMENT SLCPE SHALL AE PROVIDED IN THE REACHES WHERE NULI'AH/RAIN
WATER MAY DAMAGE TIIE EMBANKMENT SLOPE r''S DTRECTED 8tf lHE ENGINE:R.
W_BEAM GUARD RAIL TO BE PROVTDED IN REACHES WHERE I'IEIGHT OF FILL IS MORE THAN 4M'
BOX CULVERT LOCATIONS, AT ANY HAZARDOUS LOCAT]ON SHOWN ON PLAN AND / OR AS DRICTED BY
THE ENGINERR. FoR HEIGHT- OF FILL EXCEEDING 7M, GUARD MIL SHALL BE REPLACED WITH CONCREIE
BARRIER.Rcc BREAST WALI. SHALL BE PROVIDED WHERE HEIGHT OF CUT > 6M, OTHERWISE AT LFAST 2M HIGH
PLUM CONCRETE IOE WALL SHALL BE PROVIDED AT ALL CUT REACHES WII}I DRAIN. ORAIN SHALL BE
PROVIOED IN CUT RFNCHES.IN CUT REACHES EXCAVATION LINE IS UFIO SUBGRADE TOP, CHECK SUITABIUTY OF SUBGMDE MAIERIAL
TO QUALIFY REQUIREMENT OF IMPROVED SUBGRADE MATERIi\L IN CASE IF QUAUF/ FOLLOW
spEctFlcATtON 109.2.3 PAM-2 0R109.2.4, OTIIERWISE FOLLOIY 109.2.3 PAM-3.
DETAIL 0F n;-FOR COMMON EKCAVATION n = 1
FOR MEDIUM ROCK EKCAVATION n = (2 - 3)
FOR HARD ROCK EXCAVATION n = 4
NOTE:-
, PR-olllslot! 9! -B-ENQIi-9!14LL-' g-!!LI BE PROVIDED
1 .
tN MRD/MEDIUM RoCK EXCAVATIoN'
i::iJrtl'
{:fj
l. i ' i i*ietf tltUf
TYPICAL CROSS SECTIONI{AKia (u-l)
TO D.I KIIAN MOTORTAYPACT(AGE-U (REHI{AM KIIEIL TO KOT BAI.IAN)
(sEcfloN - uB)
ENGINEERING SER\NCES
AKISTAN (PYI.) LTD.IN ASSOCIATION TIEI
MM PAKISTAN (PlrI.) LTD.
VERNMENT OF PAKISTAN
MIN]STRY OF COMMUNICATIO
NATIONAL HIGI{WAY AUTHONovember, 2016 | stst/toztlol Tcco3B
TRIPPLE SURFACE 1RE\1VENIACGRECA'IE EASE COURSESUB 8ASE COURSE
SUBGRADE(cBR 8r illN.)
o(EnNo 2 lllN ROAD
I
3.65n I a656I
I
I
I
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I
I
INTERSECTIONYm{ qlsfl}rc
DETAILROAD
tu
l . AI,! OIHEilS1ONS AR€ IN MITUMETERS UNLESS NOTED OIHERWISE
ROIDWAY EKCAVAIION ITAIER|AL ${AU 8€ IJIIUZED IN MOST EFFEqIT€ TIANNER IN .IHE
EitBA!{otB{t' Evg1{ wlnt BLf,NDtNc /UtxNC \IIIH SIJPER1OR x ElhL {lF,REaUlR€D. wlHI6UT rff/eirne cosl. RoowAY qcrvAlloN srull Not 8E 0lsPosED oFF otfisloERIGHT OF \YAY.
EXISTiNG ROAD TO TOLL PI,AZA
NOTES:-
iiaKLA (U-1)
TO D.J KTI}N MOTORTAYpAclGGE-U (REHUAM KI{EIL TO KOT BALIAN)
(sEcrIoN - llB)
IT.ITTON T, ENGINEERING SERV]CES
PAKISTA.'\ (PW.) LTD'
IN ASSOCIATION TlTIl
MM PAKISTAN (P\rI.) LTD.
VERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIO
NATIONAT HIGIflTAY AUTHO
DRAWING NO.
3737/102/TD/ rc003c
LOOPBET1[EE}{
CROSS SECTIONTOLL FLAZA & R,AfuIFS
TRIPPLE SURFACE TRE{TlvlENTAGGREGATE IASE CCURSE =150
ASPHALTIC WEARING COURSEASPHALTIC BASE COURSEAGGREGATE BASE COURSESUB EASE COURSESUBGRADE (CBR 8% MIN.)
= E O=zgu- 1 a nSUB BASE COURSE
SUB GRADE (CBR 8% =iOO
TENDER PfrA'dY$f-lG$
I
HAKL\ (M-1)
TO D.I KHAN MOTORTAYPACKAGE-II (REI{MAM KIIEIL TO I(OT BAI;IAN)
(sEcrToN - llB)
TI?iC.AJ. CROSS SECTION OFRAMPS & LOOPS AT INTERCHANGE
NAIIONAI. ENGINEERING SERYICES
PAKTST-$.I (PW.) LTD.IN ASSOCTATION WIIII
MM PAKISTAN (PlrI.) LTD.
GOVERNMENT OF PAKISTAN
MiNISTRY OF COMMUNICATIONATIONA]. HIGl{lfAY AUTHO
0i{'lENovember, 201 6
PCC CURB STONE, '8 , '
NOTEADDITIONAL STRUCTURE (tF REQUIRED) SHATL SE PROVIDED AS PER SITE REQUIREMENT OR AS PER THE DIRECTON OF THE ENGINEER.
PROPOSED SCHEDULE OF STRUCTURES
Skew Anele Remarksx Culvefc
UnderPass
Box Culvert
Box Culvert
1Gl335
Box Culvert
x CulvefcBox CulvertBox Culvert
nderPassBox Culvert
UnderPass
1L+3 / J x CulvertUnderPass
x Culvert
Unde rPass
GOVERNMENT OF PAKISTANMINISTRY OT COMMUNICATIONSNATIONAI, HIGH]TAY AUTHORITY
AfiONAL ENGINEERING SERVICESAKTSTAN (PW.) LTD.
iN ASSOCIATION VTTHuM -'aicsru,r (P\II.) LTD.
r{AKr.A (M-1)TO D.I KHAN MOTORTAY
pAcKAcE-u (REmIANT KHErL To Kor-BALtaN)ioArE(sEcfioN - uB) i November. 2016
SCI{EDULE OF STRUCTURES
DRAWINO NC.
3737/1o2fiD/ SSoo4
DESIGN PARAMETERS FOR BOX CULVERTS
BARREL SIZENO.OF CELLS
(Hmm)
4+224
6+575
0.3s I o.es0.3s I 0.3s10+880
3so I o.sst2+70Q l 1
13+4500.3s I 0.0700 | o.:s
0.3s | 0.3s
0.3s | 0.3st7 +730
t9+424
21+375
22+275
23+515
FACiSGg-lt {RErffAi€: .:g{gIL TC I{CT SAijAt{i{SECTIC}I - 1l3i
GOVERNilfENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATICNAT HiGT{TTAY AUTHORITY
NATIONAI, ENGINEERING SERVICES
. rN -assoclAgroN -Ttrti I ot IMM PAKTSTAN (PW.) LTD.
wal,/stl8
CONSTRUCTION JOINT DE. IA ILSCiIE l:10SECTION B-B
(FOR MULTI CELL)
SEE DENL 'A'
(sEE r€lE+)
7n r-Etaa corcfiEIE
*Is€-dttD FlJ.(sEE K,rE 5)
g:
\4 , .
l z z g l
DETAIL OF WATERSTOP
SECTION B-B(FOR SINGLE CELL)
T'rrdffifffi ffiffiAWgruui$
25mm EIA5I'OIERIC,JOINT SEALAI,IT
AARREL WAI-L
wl{G IYAI
PRATOULOM COMPRESSIET-EJOII{T FILLER
n r r ^ i l ' A 'rJ t_ | /1t L- /-.1
Se{.E l:10
X I A ? - At \ t t t t F \ ' -l \ v t L J .
1-ALL DIMENSIONS ARE IN UILLJMEIERS UNItrSS OTHERWSE NOTED.
2-RENFORCEMENT CONCREIE SHALL BE OEFORMED ROUND BARS OF GRADE SO Si'IEELCONFORMING TO AASI.fTO M31 ASTU A615 WITH MINIMUM YIELD STRENGITI OFoF 4200 kslsq.cm (60,000psi).
3_I{.L CONCRETE SURRIED FACESS IN SOIL SHALL BE PAINTED WMI TWO COATS OF HOTPOURED BITUMEN AS SPECIFIED WIHTOUT ANY DGRA COST.
4-1HE APPROACH SLAE SHALL tsE PROVIDED ONLY IF TTIE RLL ABOVE THE CULVERI ISLESS TT{AN 5OO.
s-WHEN COITPACTION OF M'IUR,AL GROUND UNDER THE BOTTOM SLAE SHALL NOT 8EACHIEVED, SELECTEO flLL SHALL BE PROVIDED IN A OEFIH OF 5OO,TO ACHIEVE THEREQUIRED COMPACNON
6-FOR O DEGRE SKEIV.CULVERT ANGLE OF WING WALLS SHALL BE +5 DECREE. FOR SKE]YO1HER ]HAN O DEGREE WINGWALL ANGLE SHALL 8E FIMUZED AS PER SfrE REAURE}IENTS.
, F.R.L
.SPROACfi t/A3(x! fttCA
vr8te3 10dt. :6, Trqr 1@lldo 7Io 3axF . rqx,. vmEtntl- st oP€ i--.,l{riti rt-iit € crf,ilc8lAYr rll 2-rl}G CfRfrrc8nYts idai n! enP€
cotctltf,rtFil Jor{t [Dr sltE toP a 1!o filP.)o@. Joilr [tH x lEi StoP o Jo,at OlP.)
SECTION A-A
i&tKLt iM-1)TO D.I IGICN I{OTORTAY
PAC!aAGE-$ {REli}&rNM{ErL TO {ct BAIJ.AN){sEcTrcN - llgi
GOYERNMENT OF PAICSTANMINISTRY OF COMMUNICATIONSNATIONAL HIGIITtrAY AUTHORITY
NATTONAL ENGINEERING SERYICESPAKISTAI.I (PW.) LfD.
IN ASSOCIA1JON TTriIMU PAKTSTAN (PvT.) LTD.
TYF:C.{! tsCX Clria''fgR?GEHEF.{I, ASF.A,rTGgldE$T
DRAWING NO.
3737/102/1D/ sccoo'
@
*lu-l'
r)T
6 / J lip
Im(rYP)
@
x-sfcTlcN (TYP)(RETNFORCEMENT DETAIL)
irAr{,A i}d-L)TO D.I IG{AI\ UOTORYAY
pAff(AGE-lt {nEiSrANI iGEIt TO r(CIY BAUAN)isEcTlAN - nB)
TITLE Box cuLvERTREINTORCEIdENT DETAIL
ENGINEERING SERYICESPAKISTAI.I (PW.) LTD.
iN ASSOCIAfiON TTT$
MM PATCSTAN (PW.) LTD.
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONNATIONAI HiGTIWAY AUTHO
REINFORCEMENT DETAIL FOR BOX CULVERTS
s.No. RD
IKM)
NO.OF
CELLS
BARREL SIZE SKEW
6BAR 01 BAR 02 BAR 03 BAR 04 BAR 05 BAR 06 BAR 07 BAR 08 BAR 09 BAR 10 BAR 11 BAR 12 BAR 13 BAR 14 6A X l-f, BAR 16 BAR 17
(Bmm) (Hmm)
1 0+400 2 3000 3000 ^0LJ #5@15o #5@150 #5@150 #5@L50 #4@150 #4@1s0 #s@150 #4@150 #4@150 #4@150 #5@150 #4@150 #5@L50 #4@L50 #4@150 #5@15o #5@1"s0
2 L+600 2 3000 3000 400 #s@150 #s@1s0 #5@150 #5@1s0 #4@1s0 #4@150 #5@150 #4@150 f4@150 #4@LsO #s@150 #4@150 #5@150 #4@1s0 #[email protected] #5@1s0 #5@150
2+575 t_ 4000 4000 ^0 #6@150 #6@150 #s@1s0 #8@200 #4@2AO M@ZOA #5@1-s0 #4@200 #4@200 #4@2OO #8@150 #5@200 #6@150 #4@2OO #s@150 #8@200 #8@1s0
t+ 4+220 1, 3000 3000 ^0 #5@150 #5@150 #5@1s0 #5@1so #4@1so #[email protected] #5@1s0 #4@150 #4@150 #4@150 #5@1s0 M@1s0 #s@150 #4@150 #4@1s0 #5@150 #5@1_s0
5 6+575 L 3000 3000 ^0 #5@150 #s@1s0 #s@150 #5@1s0 #4@150 #4@150 #s@1s0 #4@150 #4@150 #4@150 #5@150 M@150 #s@150 #4@1"50 #4@L50 #5@150 #5@150
7+740 L 3000 2000 00 #5@150 #s@150 #[email protected] #5@1-s0 #4@1so #4@150 #5@150 #4@150 #4@150 #4@1s0 #5@150 #[email protected] #s@150 #[email protected] #4@150 #5@150 #5@150
7 J T L Z V 1 3000 3000 n0 #5@150 #5@150 fs@150 #5@1s0 #4@150 #4@150 f5@1s0 #4@150 #4@150 #4@L50 #s@1s0 #[email protected] #s@150 M@EA #4@150 fs@150 #5@1s0
10+880 2 3000 3000 ^0 #5@150 #5@150 #5@1s0 #5@150 #4@150 #4@150 #5@1s0 #4@150 #4@150 #4@150 #5@1s0 #4@150 #5@150 #4@L50 #4@1s0 F5@150 #5@r-so
J L2+7OO 1 4000 4000 . . 0 #6@150 #6@1s0 #s@150 #8@200 #4@ZOO #4@200 #5@1s0 #4@200 #4@2OO #4@2OO #8@150 #s@200 #6@150 #4@2OO #5@150 #8@2oo #8@1s0
10 12+895 1 3000 3000 ^0 #5@1s0 #5@1s0 #s@1s0 #5@1s0 #4@150 #4@150 #5@1so #4@150 #4@150 #4@1s0 ss@150 #4@150 #5@15o #4@150 #4@150 #5@1s0 #5@1s0
L1 13+450 2 3000 3000 ^^0 #5@150 #5@150 #s@150 #5@1s0 #4@1-s0 #4@L50 #5@ls0 #4@150 #4@1s0 #4@1s0 #5@1s0 #4@150 #s@1-50 #4@150 #4@150 #5@150 #5@1s0
L2 14+100 2 3000 3000 n0U #5@1s0 #5@150 #5@150 #s@150 #4@150 #4@1s0 #s@150 #4@1s0 #4@150 #4@150 #5@150 #4@1s0 #5@150 #4@150 #4@1s0 #s@150 #s@15o
l 5 15+500 2 4000 4000 r . 0 #6@150 #6@150 #5@1s0 #8@200 #4@200 #4@2OO ss@150 #4@2A0 #4@2OA #4@200 #8@1-s0 #5@2oo #6@L50 M@200 #s@1s0 #8@200 #8@150
14 1-5+830 2 2000 2000 300 #[email protected] #4@150 #s@L50 #5@150 #4@150 #4@150 #s@150 #4@1s0 #4@150 #4@t50 #5@1so #4@1s0 #4@150 #4@L50 #4@1s0 #s@L50 #5@1-50
15 L7+734 1 4000 4000 / c o #5@150 #6@150 #5@150 #8@200 #4@200 #4@200 #s@L50 #4@2N #4@200 #4@240 #8@150 #5@2oo #6@L50 #4@2OA #[email protected] #8@200 f8@150
16 t9+420 2 2000 2000 00 H4@150 #4@150 #[email protected] #s@1s0 #4@150 #4@150 f5@1s0 #4@L50 #4@1s0 #4@L50 #5@1s0 #4@150 #4@150 #4@150 #4@$A #5@150 #5@1so
17 20+765 2 3000 3000 n0 #5@150 #s@1s0 #s@1s0 #5@1so #4@150 #4@1s0 #s@150 #4@150 #4@150 fi4@150 #5@1so #4@1s0 #s@150 #4@150 #4@150 #5@1so #5@150
18 2l+375 1, 4000 4000 'tlQ [email protected] #6@1s0 #s@1s0 #8@2oo #4@200 #4@200 #5@150 #4@2O0 #4@200 #4@200 #8@1s0 f5@200 #5@150 M@200 #s@150 #8@200 #8@150
19 22+275 L 3000 3000 n0 #s@1s0 #5@1s0 #s@150 #s@150 #4@L50 #4@150 #5@1so #4@150 #4@1s0 #4@150 #s@1-50 #4@150 #s@150 #4@150 #4@150 #s@1s0 #5@1s0
20 23+515 1. 4000 4000 - n 0JU #6@150 #6@150 #s@1s0 #8@2 t4@2OO #4@2OO #5@150 #4@2AO #4@200 #4@200 #8@1s0 #5@200 #5@150 #4@2O0 #s@150 #8@200 #8@150
21 23+960 1 4000 4000 - - 0 #6@150 #6@150 #5@150 #8@200 M@2OO #4@2OO #5@L50 #4@200 M@204 #4@200 #8@150 #5@2oo #6@L50 M@200 #5@1s0 #8@200 #8@150
IIINATIONAI- ENGINEERING SER1NEESI O1 DR t||{ Er I RAA SIUROHAIC,A {U-L}
TC }.I FG:AN I{S?CRWAYF-qC:{AGErg {Rg3lM3$i Scigl: ?c KOT BALiAl.1-}
isECTIOiq - $Bj
]IILE Box cttLvERTsREINFORCEIIENT DETAIIS
sccle
N I' UT TAKlii'}'A.I\
OF COMMUNiCATIOTJTa:TJWir1l ATTTTJnPI
r--
PltPArfisrAN (Pw.) LrD._-IN ASSOCIATION TTTH.
tUmtrx
lHrylur,f PArcsrAN (PW.) LrD.
rl,i-::!;;/?:,, :. ii.r.l-:4ji'.iJ I IsJBurtTED 8{/. 1 4 4 ^ i '
RECIUXENDED A
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aev. ion: I loescnrahon lrppnoco IAPPRc^E F/
DATE I DRAWNG No.
Novernoer. 2016 i 373r-/1&2/1nl BCR007A
2 CTIATS I.IdT IITUI,IEN
l - e o l s r l r a l s { l o o o l
:
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a cIrATs Hrrt ilTu{sl
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NUTESI FtR GET€RAL I€TES REFER IRAVII{G NT! GNSOOIa
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ILEVATINN VING VALL
SECTINN A-ASCI|-E Lt50
I sgto I rsso-asoo hoE ;ffi;;
SECTIEN B-BSCALC 1'50
SICTION A-ASCA.E tSO
SECTIEN B-BSCALE I5O
TE,id*'u.VALL_FEETlNG
!{AKLA (M-1)
TO D.i KHAN MOTORTAYPACT(AGE-II (REHI{AM IGTEIL TO KOT BAI.iAN)
(SECTION - IIB)
*Box cuLvERT nrNc rAIJs/i.AYourREINTORCEMENT DETAIIS
NATIONAT ENGiNEERING SER\ruCES
PAKTSTAN (PYT.) LID.IN ASSCCIATION TITTI
MM PAKISTAN (P1rr.) LTD.
GOYERNMENT OF PAKISTANMINiSTRY OF COMM1JMCATIONATIONAL HIGHWAY AUTHO
Heigbt {a'}
Dli\[E![SlO1tlS {lnur}
Sr. No' B BH EI'? ] J L D2 ?1 T2
.100-+o0 200 2A* < l t a I
1200 - 1300 600 - 800i i , 00
+JU- / Jt-r 300 ).r1n 400-450') 2.(lo
'1 nrf 1800 - 2500 950 - i3co
1. JU-YtCt- / +oc 375 450-500':t l'.\al :L {ln 25CO - 3100 13i10 - l-550
+00 500-6c03100 - 3500 1650 - 1,300 950- i 100
tlT
i f / ln J . U U
1 L 0rl- 1:50 600 600-7scO , U U 3500 * 4 ioc i 800 - 2150
2l-50-2900 1250* iSco 650 500 700-800.^ 6.00 7.00 4too*32CO
i50o- 1700 7C0 600 800-900T n n 8.00 5200-6000 ]9UU-J+UU
REr$FsRctrEEs{T llFtar'
Sr, !Se' *ISIGIIT in'| Rc2 Ro4Fo3 RC5 Rc€ RC" RS8 RSg R10 R11Ro1
i 1@ ' i ' ) , 3 = - ? : L U L . : \ j + 5 ,A: ?CO = - i f t i ) l i t l l L r 1 1 . - - , n; + &.2CO
.r ,t ..;, aJfrlv --f t,Lb' -ivv
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ffiTT[3'O*,CE1YTETTT
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HAKLA (M-1)
TO D.I KI{AN UOTORTAYPACIGGE-U (REHMAI{I KTTEIL TO KOT BAI,IAN)
(sEcfioN - uB)
,TIONAI. ENGINEERING SERWCES
AKISTAN (PW.) LTD.
IN ASSOCIATION TTEI
MM PAI{STAN (PW') LTD'
GOVERNMENT OF PAKISTAN
M]NISTRY OF COMMUNICA
NATIONAI HIGIIWAY AUTHORIIY
SSE DETAIL 'A, SEE DETAIL ,|
PLUH CONCRSIE
TABLE:.
I Y r L - i
PLUU CONCREIE
F/C WEEP HOLE 1OO D!O2rn C/Q (SIACCERED).
RL1ER ITA1ERIAL200x200x200
Co}+CRETE 25omm
PVC {EEP HOLEozm c/c (SnG
/-SEE DEiAtL 't'
i RL1ER }IAIERIALt z.OOr2OOr2o[J
PLUM CCNCRETETrPE 2
coNcREIE 25omm
TYPICAL SECTION OF PLUM CONCRT|'E
'Rfi-AlNlNG ',tlALL TYPE 1
TYPICAL SECTION OFRETAINING 'rt/ALL
TYPICAL SECTICN OFRETAINING/BRFAST
PLUM CONCREIEWALL ryPE J
TYPE-2TYPE_Jo < 4 0 '
TYPE-3o > 4 0 '
a/c 100ult DtA
flLlER ilA'IERIAAT 'XEEP HOIIS
DFI'AIL "X,'
* . .
NOTES
1- ALL DIMENSIONS ARE IN MILUIiTFJERS UNLESS C1HERWISE NOTED.
2- WESO HOIJS F^/C PIPE 'IOOMM DI{ SHALL AE S'IAGGEREO AT AN INTERYAL OF 2M \€.iTICALANO HORIZONTAL.AND A.S ADOMOMLLY DIRECTED SY lHE ENGINEER.
J- ]HE SLOPE OF WEE.tr HOLE SHALL BE 1 tN 8 FRCM EACK OF lHE ''YAIL iO THE OUTER FACE
OR AS OIREC1ED SY THE ENGINEER.
4_ TYPE OF RETAINING WALL SHALL EE DECIOED AI TTIE SIGINEER AS PER SITE CCNDITIONS KEEPING
FOLLOWING IN VIEIII.S- PLUM CONCRETE (2:t CONCRETE
-|o S|ONE RATIO HAVING SrONE SIZE e{NGiNG EmVEEN 200-300)
EE LMUZED.
6- 'IYPE 1 REIAINING WAI]- SHALL BE PROVIDED WHERE lHE ROAO IS WE I AWAY FROM lHE NALIdII,
RIIER,/RMNE.7_ TYPE 2 RSTAINING WALL SHALL SE PROVTDED WI'IERE ]H€ ROAD IS IN CLCSE VICINMT OF THE
RIVER,/RMNE OR CUFF FACE.
8- l(PE J REtAlNrNc WAlr SHALL BE PROV|DED TO REIATN ]!rE SCREm MAIER|AL (BREASI- IYALL).*.\.r.--'. tI 9- stNGLE FAcE BARRISR sHAlr EE pRovlDED AT loP oF RErAtNtNc wALL AND AT orHER HAzARoous"\'l.h LocATloNs. GUARD RAL SHALL BE pRovlDED rF nLL HEIGH > 4m 0R As DIRECTED BY THE ENGINEER.
1 ::i: to- vERTIcAL sLope To THE oUTER F:AcE 0F THE REIAINING IvALL TYPE 2 cAt'l BE cHANcE uP
J i;'i To 1 lN 10../,..-:j' ii- payilENT FoR wEEp HoLEs AND RLTER MAIERIAL ts INcLU0ED rN THE ccsr oF 0IHER mMS Al.{D.i:.d; r 1- pAyltENT FoR wEEp HoLEs AND RL'TER MAIERIAL rs INcLU0ED rN THE cc$ oF otHER mMS A\D't';i
')t SHALL NOT BE PND SEPNRIT€LY.
I
rj99-rJ-?$1tuq*I l - f f i
coNcRgIE Cl,rss 'A1:.
00r
Frc WEEP ftotl IOO
n(m
B(m)n a n
0.80r ( n 001 r1n
a 6 n 1 i n
1 . 8 0
2.00t 1 r )
6.00 2.903.40
8.00 a q n
H(m)
3(m)
! l n c.80t n n 1 o i
3.00 1 .70
+.00 2.+02.701 n n
6.00 +.00+.70
8.009.00 O . U U
4 A n
1 1 . 0 0
7.80
H(m)
B(m)
1 ( n 0.80r n n 'i .00
2.30 1.40
" n n 1 . 7 A
4.c04.50 2.70
3.00i < r 1
o. uu a 7 n
6.50 4.00
7.00 4.407 ( n 4.70
8.00
n(m)
B(m)
1 .50 . 1 040
o q n .701 d n , n r l
? E N r . t n
+.00 2:7Q
4.50 J .UU
J . Y U
6.00a ( n +.707.00 q n n
SINGI,E FACE BARRGR
TYPICA], PLUU CONC.RSTAINING TAi.t DETAIIS
IIAKLA (U-l)
TO D.I KITAN MOTORTAYpAcr(AGE-u (REI{IIAM KHEIL TO KOT BAIIAN)
(SECTION - llB)
ENGINEERING SERYICES
PAKISTAN (PW.) LTD.
IN ASSOCIATION YNTi
MM PAKiSTAN (PVT.) LTD.
GOVERNMENT OF PAIOSTAN
NATIONAL HIG1IWAY AUTHORIW
DETAIL 'A,
. .a
SHOULDER \: f
r- I i-lt tt l
IDII
1I
11ri
L INEH'e iqht
l -
II
WEEP HOLES @ 1.5MPVC PIPE i 00mm dio
H/v
-;--T--i l J e' -JuU------!
-
Exponsion
100 mm BL IND CON
TXPANSION JOIN_I DTTAIL
NOTES:
1. STEEL ASTM 6'15 GRADE 50 SHALL BE USED.
2. 28 DAYS COMPRESSIVE STRENGIH(CYLINDER S1RENGTH) OF CONCRETEsHouLD BE 280 KqlSq.cm.(4000 PSI)
3. PROVIDE CONSTRUCT]ON JOINT NOT FUR1|iER APART 15m.
+. ACTUAL LOCAIION, LENGTH, HEIGHT SHALL BE DEC:DED\APPRoVEDBY THE ENGINEER PRIOR TO CONSTRUCTICN AT SIIE. SHOP DRAWINGS AS PERNATURAL GROUND CONDI]ION SHALL 3E SUBMITED FOR APPROVAL.
5. WEEP HOLES (PVC PIPE 100mm dio) SHALL BE PROVIDED STAGGERED AT ANINTERVAL OF 1.5m VERTICAL & 1.5m HORIZONTAL OR AS DIRECTED 8Y THEENGINEER.
6. PAYMENT OF \tvEEP HOLES/FILTER MAIERIAL lS DEEMED TO BE INCLUDED
IN THE OTHER CONSTRUCTION ACTIVITIES OF RCC RETAINING WALLS &NO SEPARATE PAYMENT SHALL BE MADE.
TWO COATS BITUMEN PAINT SHALL BE APPLIED ON ALL CONCRE]E FACES IN CONTACT
WITH THE SOIL, NO SEPARATE PAYMENT SHALL BE MAD€ FOR THIS ITEM OF WORK.
ROCK FILLMATERIAL
FILTER MATERIAL
SEE DCTAIL'X,
@i .5m C /C
. N
1A
HAKLA (U-1)TO D.I KHAN MOTORTAY
P.{CKAGE-U (RSHUAM KTIEIL TO KOT BAJJAN)(sEcl5oN - 118)
ENGINEERING S8R\TICES
PAKTSTAN (PW.) trD.iN ASSOCIATION TTffi
MM PAKISTAN (PvT.) LTD.
GOVERNMENT OF PAKiSTAN
MIMSTRY OF COMMUNICANATIONAJ, HIGI{WAY AUTHO
DR{WING NO.
3737/102/tO/ RRW0o10
ATIUOHIOV TYIIHCII{ TVNOI.TYNOI,IYSINO}II{OJ dO AUJSINiTT
NY&SDrVd,{0,LNSI'INUIAO9
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'sJ'I ('J.Ad) NYJSDircdsscftuss 9lirugslg9Ng wNoI.tvN
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IIVI:C INICINC IS NV dX:
re+ltj +uorsuodx3 peurJoleJ6asoj tluD€:
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't
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RCC BREAST WALL DESIGI{ DETAILS ALOIVG WITH REII{FORCEIVIENT
Sr. No.Height
{rn}
DIMENSIONS
B BH BT D T1 *r2
i 2.00 3.00 1800 - 2500 700 - 1000 500 - 800 300 - 400 400 500 - 700
2 3.00 4.00 2500 - 3200 1000 - 1400 800 - 1000 400 - 500 450 700 - 800
4.00 5 .00 3200 - 3900 1400 - 1800 1000 - 1 100 500 - 600 500 8C0 - i000A-? 5.00 6.00 3900 - 4500 1800 - 2100 1 i00 - 1300 600 - 650 550 1000 - I 100
6.00 7 .00 4500 - 5000 2700 - 2300 1300 - 1400 650 - 700 600 i 100 - 1300
6 7.00 8.00 5000 - 5600 2300 - 2600 1400 - i500 700 - 800 600 1300 - i 500
REII{FO R.CEMEIIT DBTAIL
Sr. trfo.*teight
{sa)
REI]SFORCEMEST
1 2-3 # 6 @ 300 #+@2AA # 5 @ 300 #+@200 #+@200 #4 @ 300
2 3-4 1 6 G t a7 \' f v \ Y / a t v # 4 @2A0
t ! r n - t -a , r \ f n \ ) t 1i r v t 9 a t v # + @ 200 # 4 @ 200 #4 @ 2s0
r) +-5 #6@2s0 #+@2O0 #6@2s0 #+@200 #+@240 #s @ 2o0A.T 5-6 # 6 @,200 # 5 @200 #6@240 #5@200 #s@200 #s @ 200-1 6-7 #8@2s0 # 6 @2AA #8@250 #6@20O #6@2AA #6 @ 200A 7 -8 #8@204 #6@zOQ #8@20O #6@200 #6@20A #6 @ 20O
HAKT,A (U-1)TO D.I KI{AN MOTOilTAY
PACT(AGE-U (REHUAM KtrErL TO KOT EATJAN)(sEcrroN - ue)
RCC BREAST ilAtL TABLENATIONAI, ENGINEERA\IG SERVICESPAKTSTiN (PYI.) trD.
iN ASSOCIATION YITI{
MM PAKTSTAN (Pm.) LTD.
GOYERNMENT OF PA]GSTAJ.IMIMSTRY OF COMMUNICANATIONAL HIGHWAY AUTHORITY
DRAWNG NO.
3737/1O2/1D/ REW0011
' j 4 .JL: \LKAL:
r,1 sPEOnC 'O '*Oraa, oNLY AND SHOi'LO aE.AEAD IN CON.JUNC]ION WlH ]HE PROJECT SPEORCA1IONA STRUC1IJRAL ENENEERINGone$xcg RELEVANT CONTRACT CONoITINS ND AneINEER',S it{SIRUCto|ls.
1.2 Alr 0RAWTNGS Stl^t! 9E CO-ORDINATED 'rillH O1HER sPqq !lI-.'- onrull,ics z DETAILs. ANY DtscfiEPANcY' ERRoR oR REcnRc roNlF REO{JIRED, STIAII. BE SROUGHT TO lHE NO1IC€ OF]HE E}IqNEERFOR NECESSARY APPROVAL
J.3 AtL OIITENSONS ARE IN MILUITEIRES ANO €LEYANOilS IN ME:TRESUNI€SS SPEOFIED OfiERI$SE
1.4 ALL EII\r'ATONS SHOTT'{ OI{ DRAITINGS ARE FINISHED SURTAC€r€\ds uNtIss NoIED OfiERlnSe
1.5 AI.! O(POSED CONCREIE CORNERE EDGES AND Ai{q.ES gilTJ- 8E'- ciilrffo
-- oR FlLrSrED 20mm x 20 mm UNTESS SFEORED
oTHERWtSg1.8 lHE CONTRACTOR $IAU SUBMIT. COMH TE UEIHOOOLOGY FOR OIFFERENT
YroRl( rElls uKE o(cAvATlo{/EACIOLlNq oEWAIERINC/DRAII9E' CONCRETNqurnr.io,lt lulcrmrc oF clRoERs, JONTS AND POST-'EN9oN|NG EICFOR APPROVAI OF ANSNEEN.
1.7 9,IfHAlE RESSIANT CA.ENT SfiAII BE US€D IN COI.ICRETE FOR ALL PIERS / PILES.
1.8 ^II FACSS OF CONCREIE IN A€U]UENTS AND tTtNG WALI.S II{COi|TACT'iT'H SOIL EJAII BE DAYP PROOfED \IIIH 1I{O COATS OF$N'MINOUS MATERTAL AT NO OflR^ COST.
1.9 AtL EXPOSED SIJRFACE:' S}IAII HA\E CI.ASS 1 SIJRfAC€ FORM FINISHUNttSS SECIRED OIHERTiSE.
DESIGN SPECIFICAIIONS: 6.21 AAS{TO STANDARD SPEqRCANONS FOR HIGHWAY SRIDGES -
2092-22 ''|EST PAKISTAN CODE OF PRACIICE FOR HIG[llV Y BRIDG€S -1967 (YflERE
APruCAEr-E)
LIVE LOADS:11 gNGr.E LANE of crAss 'M' (MIUTARY LoADING TANK 79 tr!) 9R-
Tr{hEE z ioun ulEs oF qJlss 'A' LoAolNG'oF \lEsl PAKISTAN coDEor pnicnce FoR HtcHwAY ERIDG€S- 1967 \ltllcHE\ER Go\ERNs
3.2 A SINGIE LOAD oF 95 kN (21 KIP) ON 3OOmmt6O0 mm AREA FOR lHEDESION OF DEd( SIIB ONLY.
MATERIALS: / '
+.1 AU lHE MAIERIA|.S AND IVORKIaANS'i|P sFlAtI 8q ACCOEDtI-C TO t]lE' iEr{To spEoncAtlotts AND Asllt STANDAFDS Ex@T \slEREriooriio eao'fl, oR lN 'PARllcul.rR gqgncA1toils ANDSPEOAL PROVTSONg OF ]ENO€R OOCUUENTS.
4.2 CONCREE
CONCREE CLAS€IRCATIO}I ANO STRENCfiS S}IALL 3E AS PER TABLE dlEN BELOIh
1'T------ ---T-sdWi#2a5 (3500 pc)
28o (4000 p.i)
- MATERIAL iOR CONCREG CO!€R
BAR SJPPORTS SIIALL BE PRECAST UORTAR qLOAqJ!4qc 0x^i'srel sup-ioRls. .voniln gloo<s sflArL BE cQil{Bqcco AtiDcriffi. +te liixuui coveness\€ slREt{cIH 0F !9ET^L99ioi-Eiocxs siiiu Eoun- IHE MINIMUM corPREsq\E sIEE1GIHbF'cotcn'Cre ron rHE sfiucruRc fiat ARE usq l!:,.y.ontrnsloo( srFionrs sliAlJ. 3E ATTAcIIED To lHE s4PoRIED.BARsiniANs oF ro-clucE
"sRE cAsr lN lHE c€NTER oF EAcH
8LOCK.
PRESTRESSED GIRDERS:
6.1 GIRDER TOP SttAtI SE ROUGTIENED TO A RJII AyPUTUDE oF {t mn'
6.2 CTRDERS SIIALL 9E INS?Atl.Eo lN .iH6R COf,RECI Poq!q!-of{-.-
iEXnics di Guuqrtxc ^ND sHltt. sE IBTPoRARILY BRACEDUNIIL CASTING OF OIAPHRAGIIS
6.3 rF UFnNG MSTHO0 lS USED, CTROERS SHALL BE gqED FlOr-- aonl' aios usNc urnuc Ho-es / s-ee\Es BY il€ANs APPRo\GDBY lHE S{SNEER.
6.* IF LAUNCHTNG IS USED THE M^XTUT' CAIIII.S€R O\ERHA{G SII^LLI{OT E(CEED J M.
POST-TENSIONING:7..' A IrULTI-SIRAND POST'IENSO{ING S}STEII SHALL BE USEO.
7.2 ALL cABtlS sflAtl- gE 9IRESSED. glrULrArlEOUSL-t- FRO* aOlH''- or5s, ru *e oRoER sPEclflED fi iHE oR.lHNGs.
7.3 CASE DfiENSON lNCl'lJ0ES A PULL-iN MARqN ff 6 mm AT EACHSIRESENG END.
THE JACXING FORCE CAEIE ELONG noil AND LOO(NG ! IPPAGE#iu-'sE N lctbRorlcE tntrt fiE oRAulNcs- AllY DEVAIoN - 0Riih'ifrton
- uiisr aE nsponmo to rxE ENqNEER BEFoRE
coilTlNUlNC SIRESSNC VTORK.
lHE CABI-E AXls vusT cgNooE "ill}l
IHE Al{ctloRAGE AXSqil-rND iHE rNcxbRAGE FoR A LENGTH 0F AT LEAsr 1o@nm 0R;nuupsr !5.rdrH, 'rilrlcHgvER Is GREAIER"
9JTTABLE STEEL CHAIRS/ FR$rES iO HOlo fiE PR€SIR-ESSINGfiiijElcrs ,+to na$ofrcamr rN TRUE Posran AT AoEau-AlEiliffi-v,r-s- in*rctxc rnou o.e io 1'2 MEIER) !iA[ EPROVIDED.
PROVISONS SHALL 3E MADE IN lHE END ANCHORAG€s FOfi GROIJTINGn'i---c-rbu
'oucrs- ,uiot,rrelv AFTER TENsoNtNq -{ry--
#dunnrli inE-ilro eNqroRActs. Alr cA&€s 9{Ar 3E -eREslulE&dl'itb- lii- nsn Ducls rt+ AcconoAflc€ \rrH IHESPESFICAIIONs.
INTEiHEDIATE CROuT vENTi SIIALL B€ FROV0ED NE/IR ilE Lll|ESrpihH'--oi
-fie - creg pnoRu AT Aso{rr vlo-i-EN9rH-oFJHE'cirirEs. -'cABLEs snru re cnoureo AF ER slREssNG LTH -ip--
ffililbu7-EorclelE-so on eouvnnrr As APmovql gY---fieiidiidinl'ixerbnAce-poq<Ers snAlr 8€ FllJiD \{tl---?!e[i7ib:cu i:orio ijti coNcREtE usNG 10 Mr/. oollil AGGREG^TErrim eRoultio tNo TRIMMING cAgl€s.
7.9 THE FOIIOTIING SHALL BE AS$JIIED]HEoRETICAL iL0NGAllON, Aq
- voouLlJs 0F !.,{9IIOTY, ! -- coEmqENT CF FRlgflofi- 'iYOBdl COEFF]OoIT. ORAII-iN CF NEDC€s FOR'
0.5' (1z7mn) SIRANo
7.1o UNLISS NOGD oilEFf,iSE lHE CYIJNDER STREllq!fl.g.cot{cRglE 't{"'- iFetsolteo qnoen r-t TRAttsF€R s{A'J aE ilor llss lHAt{
35O Kg/94;At (5.000 PdI
7.11 COyPLEIE PRESTRESSING IENDO{S OR CAHTS 9{^l!..-^c0t{s5r 0f""
iidi nirsu cABLEs it sFEoFlED rN oR4!trN€' a-grtcllllH coft€iiilx. trErAL *reerxs. coupuxc Ar AoEotrAlE qtlEqytLs!iiEiiiisstti-ANctloheeEs, Erurc rAPe MErAL *AcERsAND OfiER ACCESSORIES.
8. FOUNDATIONST&1 ALL lHE qcAVAlloN FOR OPA{ FOUNDA'Ilotls / Box C14!q1TS-*IALL-'
Eisiid.reciEb ro lxspecrotl sY lHE EileNEER Pfdffi ro PoTJRING
3.4 PILE '.OAO ]EST:lNEn'rvo IILES +lculD 3E CAST, .{S *lOV,t{ ]N tRAlltNG: .rNDAT LOCATION OIREC1ED BY I{E SNGIN€ER. iOR PILE I.OAO JEST. P[€J{AU- 8E iESlEo UFTO 25 nU€S 0F lHE oEgCFl LOAO. Plll LOAOlEsEi ${iTL 8E CARRIED OUT AS PER ASIM OEslq{ANON D 11€-A7 AND TE€T RE$JLTS SHAII 8E SUEMITTED TO IHE 9{qNEER iORAPPROV L CONSIRUCIIOI1 CF \rcRKNC Pll-85 SH,qLl- COlltlENC€AFIER COTfi€Iot.I ^ND IN'IERPRETAIIOII OF TEST RESIILTS.
8.5 PROOF LOAD IESN.IHE 'iloft$Ic PIIIS S}IAII 9E CONSIRTJCTED AS PER
'IHE fu{AL
OSIGN, AT IIAST ONE OF lHE 'flOR<ING PILES SSIA! SECJBJEC1EO TO PROf LOAD 1EST TI1H LOAD ON€ ANO A HAU: ]IMES]HE DESIGT{ LOAD.
&8 PI.ANNINC FOR LOAD TESI9 SIJPERVS1oi{. INIERPREfA1ION OFRESI.ILTS AND LOAO CARRYING CAPAqTY AflALlES STIALL 8ECARRIED O{JT BY'IH€ ENCN€ER,
8.7 B€HINO rHE AEJIIiENT At{o \ttt{G WAJ-S. COaFACTED CRANUIJ|R EAClGllJ-S}IALL BE fiJ{C@ IN LA1GRS OF ]HICKN€€6 APPROPRIAIE M fiE COT'PACTIOI{EqJlPuENt ENSIRINC A ulNluull lN SIU col/PACnON 0F 951 MOIRED PRoCTOR.
9. JOINTS:9.1 lHE COI{IRACT(N $AL! CJBMIT COTPISIE LAYOTJT AI{O DETAII.S OF ALL
COIiISIRUCNON JqNNi FOR APFROVAL OF fiE A{ONEER'
9.2 COI{CR6!E lN oEq( StlS StlAlI BE PLACED lN FULL "rDlH.
NO
CONSIRUCTIO{ JONT ${ALL 8€ PERI'ITTED. DIAPHRAGI/S AND OECKstl€ $lal. 9E CAST lrONOUlHlCAtlY. O(CEPT AS Sttollltl o.{ oRAV(NGAT LOCATION Fffi INSTAIIA1ION OF O(PANSON JdNTS
9.3 @NERTIE FOR 'IHE
E^RRIERS AND S1OEWAIJ<S SHAI.L 8€ FI-AC€D NOSOONES
'IHAN 20 OA)S ^FIER PUONC OF Cq{CRrIE IN 'IHE DECK S1AA.
9.4 UNI€SS SP€OFIED O1HERWSE e{ oRe ATOWABIE irOr/EltENT BgnrlEEN MAXIIUM
^NO MIN|IIIJM CAP AR€ 3ONM IN lHE DIRECIICI{ OF 1RAFNA OFANSIO{ JOINTSYS'IEU STIAI-L 9E INSTALI.SD AT IIAST ONE MOI{1H AFIER COMFTEIINC ]HE OEd<OR ACfIIEIING REO{JIRED COMPRESSV€SIFENCIH OF OECK SIA WHICTIEVER ISEAruER IN BLOq< OUT PROVIDEO AT'IIUE OF POTJRING DEO< SLA8. CSI1RACTORSIIA! SIJSMT NECESSARY INSTAU.AI|o|{ DEfALs FOR g\lqNEER,S APPROVAL
SEFORE STARTINC'IHIS ACTIVTY.
10. BAR BENDING SCHEDULEOEfAILED AAR SENDINC SCHEDULE SSIAIT BE PREPARED BY iHE
CfilRACI(N ,|r{O SJEHITIED FOR €NqNEER,S APPROVA.
LNP LENGIHS AND STANDARD HOO(S *IAI Sg AS d\EN EE.OTT
:0 nm
/5 mm
lO mm
SEAH 10 mm
3ARRIER;0P,
?ILES
PIER
APPROACfI SIAE9oTlox ..........,.,.....TOP
FOUNoAIIONTOPSoTTOtt & 5083....,,,.,.,.....'..'..'..
w lr-sUR IE JUg
O1HER EOE
30TT0M * :IDES .............SCAFFOLDING:
Ar.! scAFFd-orNG slrAr 3E DEgGilEO 3Y !]rE CoNIRACIoR &lHE tRAfFlC MOIEI{ENT UNDERNEiIH sljCll SCAFFoU)ING MAYREMAN UNO€SIRIJCIED.
LAUNCHiNG OF PRECAST GIRDERS:COI{IRACTOR E.IAII STJBITIT ITS '{IORK STA'IEUENT FOR UFnNG]HE GIROERS TO ftE ANCNEER FoR ITS APPROVAL UFNNG OFS@ER STIOIJLD 8E OONE DURINO NIS{T NilE AND OFF OAETo A\OO ]RAFFIC O|SruRBANCE.
METAL WORK:15.I MAIERIAIS TO 8€ IN TCCORDANC€ Hft]HE 5?ECIRCATIOilS.15.2 AtL .'Gt ED COilSTRTTCIOf{ UNTfSS oIHERHS€ NOTED.rs.J Au- stEEL To B€ pAt{tED oR cr-Vnrzgo As otREclED By tHe15.,+ AtL SI|EAR EDG€S TO 8E CfiOUNO $r0o1|{,15.5 l[ \TELDS SlAlt BE 6mm Coa{lINOiJS F1U€f ''GLD, FtO)(x
EI€CIROOE UNI.€SS O'IHERI{S€ NOIED ON ORAYNNG.
LIST OF SYMBOLS AND ABBREVIATIONS:
fil mn75 mn
1 7 .
50 mm75 mm
50 mml0 mn
2.
+.
Oa.H
0tA"e(P. ,Jr.
AJ.lli
rO
mmmN.FN.S.LP.GLSi'lt{.T
IrF.
- IHEOREICAL A$lCAllOf{ 0FPRESIRESSINC lEt{ooil
- BOTTOIIr 9oR€ llOLE- CONSIRJC1Io.{ lolilT- €NfiAJilE- €NIER 10 CENIER- DIAIIEJER- O(PANSOii i0NT- EACII FA€E- ELEVAII0N. FAR FACE- CALVAI{IZED lRd{= dJARANIEED ULTIMATE]ENSLESIRENG
(0F PRESTRESSM) cASr€S)r INT€FNAL DIAr|eGRr INNER FAC€. METERr VILUMEIERr NErR FA€€: NA1URAL SIJRFAC€ ll\EL- PROFILE GRAOE IfVEL- SIilMEIRCrL- iS- rHto(- RPICAL. g<E!f ANGI€ lN oEGREES
RENFORCED IA(CONCRSIE BARffER, APPROACH S|-AA)
RENFORC@ .A3(PILEs PIEnS 'ECK S-AB' DIAPHRAGII. \IING \YAI.]-qJatrrx wru- sftlEAR K8rs. COIIICREIE PAo..iEINFORCED CONCREIE BEAT'' JRANSO}''ABU]U8{T SEAT. WALLS CUL\ERTS.uNDEnPASsgs flg
r&{N- - -P R E S T R E S E € D - - - - - - D l
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pAcr(AcE-u (REr{ilAM KrrErL To KoT BAIJAN)(sEcTroN - l1B)
'rTtLE s*c uu-s coNcRgtx l.*
UNDERPASS CONCRSTE (8t(5.1, 6X4, 8X4.5)& REI}{T'ORCEUENT DETAIIS
NATIONAT ENGINEERN'IG SER1NCESPA]<ISTAN (PYI.) LTD.
N.i ASSOCIATION ]VITH
MM PAICSTAN (PW.) LTD.NATIONAJ, HiGHWAY AUTHODMWNG NO.
s737/102/1D/ uP0013c
LI ST OF ERIDGTS AND FLYOVTR
DESCRiPTION
1,GOYERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAI HIGT{TfAY AUTHORIW
:ITNATIONAT" ENGINEERING SERTICES
DllPAIasrAN (PvT.) LrD.iN ASSOCIATION W1TH
ffiuu PAKISTAN (PW.) LTD.
0/t *L\__ OMffi ST RAA SMROHAKI,A (M-1)
TO D.I KTIAN MOTORTAYPACIGGE-U (REIIMAM KHEIL TO KoT BALIAN)
{sEcllON - UB)
*Ltsr 'oF BRTDGES & FLYovER it*tDRAWTNGS I
colEl' $J8MIIED ry
1".-,1. n:iil'*fcfl RECOUUENDED BI
01 hi:*:'r-rrsS CHD.AER At DATE I DRAWING N0, I R€v.
November, zot0 | 3737/1!z/m/enOt+ |RA/. I OATE 0€scRrmoN lppRcryED lAPPRoro By
l i l ' !
-J-*r'm"tl, *'*'J i I_ ' \ l J
qE*T--ISEF sEcnoN c-cl:-:t-=-r-+ri*'* ^ffirTETD-LRffificsl -iffi;*-
| | f ',,o crr !i,.1/LU !i j(.,-t
SECTION D_D& m€ |.oAO TESI
.+. EZE OF g8tocE W tER!f,Ay, HFt_ PROIECITON 1VORK' t X -'.^ V.'1 .,t'rr/
75 -:i,... '-....,;.-,;;,
lRrtNlxc wOR( SCoUR pROIECnOfl, PROF|LS EIC. Wr[ B€\, ':
-'.i; :' :-.i Flt{rlJZED rFIER ImIRAUUCS/HIOROLOG? SIUO|E.
GOVERNMENT OF PAKISTANMiNiSfRY OF COMMUNICAfiONSNATIONAI, HIGHifAY AUTHORITY
TIINAnoNAL ENGINEERING SERyICES
?llPArasrAr{ (PW.) LrD.iN ASSOCIATION TTtr{
lm
lffiluu PAKTSTAN (Pw.) LrD.
04 ;a"Fi *3iblu 0R Ut{ 8/ RAA STOFIOirAKr"{ (M-1)
TO D.I KI{AN UOTORTAYPACKAGE-II (REHUAM rcmIL TO KoT BAI,IAN)
(sEcfioN - uB)
TITLE GENERAL ARRANGEMENTPLAN, ELEVATION AND SECTIONS
BRIDGE AT CH. 3+520
SCAI.E
03 \ ft-}ftl ],. .r1 :t',ir-l;;E{" . K su8[atfiED ar
02 \Y HT g'.,'l::' i l i -.* RECOT'HENDED SI
LiV;"P'-- clrD,'/aEn rr OATENovember, 2016
DRAWING NO.
3737/1o2/m/ BR1o1
REY.
RF', OAT€ 0EscRtFnoN APPRCIVED APPRCNED 8Y
I.AI|I|I^IED €IISIOIIERICEAF1NG PAII (TY?.)
CONCREIECr{F.)
jrT-
EL
^h
FIFlv
,1OO C.I DM|N PIPE
PRESIRESSED dRDER
SHEAR KEI(rr".)o|AP'{RACU (m.)
NOTES:1. FoR cE{ERA NoIEi REFER owc. no. cltioore
2. rvoRK rHts oRAwrNG n{ coruuNcncN fitHoTfl ER REt-8/A{r 0RArINGS.
S. nOn r-e,lCIH OF a|f SHOWII ARE iENIII€ & \tIU- BEFIIIAJZED TFEN OSIAL CEOIECHNICAL IT{\ESNGANON& fitE ulAo Esr.
4. SZE 0F 8R|oCE W IERtAy. HFL pnglECnON WOft(IRAINING IIORK. SCOUR PROIECNON. PROFIIE ETC. I|rU 8ERMUZED IFT€R TmTRAIJUCS/HIOR0-OOr SruDES.
SC{E 1:l{Xt
SECTION C_CsCJI.E l:75
-aai't),'.::.
! , ' . . . j i '
!!:>^'/it )r* Iil"'. i,z
i 4 . . . " ' . "
AFPROTCH
C.OA15 OF
200 (oR EourvaElf|ro rH. 0FASPfiILTIC S|SE COURSO
2nd SIAC€STBANKU€XT(r|P.)
\YAl. 0rP.)
,A8UIilEM TA-2
lcL SIAGEAIBANKIIENT(ftP.)
.f.*-PtLES 1120025lt toNG 8Erc$ NStCTYP.)
xfntir cowRNMENT oF PAKISTAN'.lF UNNSTRY OF COMMUMCATIONS
'ffi",, NATIgNAL i{IGII11'A' AUTH.RIT'
ENGINEERING SERNCESPAKISTAN (PW.) LTD.
IN ASSOCIATION VITIIMM PAKTSTAN (PW.) LTD.
HAKLA (M-1;'if .'''.li-:,ii:.,;:;
TO D.I KT{AN MOTORTAYPACI{AGE-II (REISTAM KIIEIL TO KOT BALIAN)
(sEcnoN - llB)
TNLS GENERAL ARRANGEMENTPLAN, ELEVA]]ON AND SEC'IIONS
ERIDGE AT CH.16+995
ORAWNG NO.
3737/102/m/ Ailos
10 / 12.7ffi lE}ilroiEl (Tf.)
ELCVATI0N (TENDON PROFILE) 30m GIRDER
+Y-
REFERENCE CO-ORDINATES
,150 ,nr-ff]
END V|E1,V 0F GIRDERSCllE l:15
S}IEIR KE/
sl
o to l4"rr_tolnl
Io |_D -o ls l
- l
" lI. l
@l
OUEN gDE OFato clFoER
ISECTION AT DIAPHRAGM
SCTLE 1115
DT-f'AIL OF ANCHORACE RECESSESSC I€ l :15
JACIff{G Ffi€€ - l5.l'la1
BURSTING REiNF. DF|'AILSCA€ l :13
TYPICAL DEiAIL(ANClioRrG€ R€CfS)
ANCHORAGERECESS DE-I'AILS
SECTION AT MIDSPANSCAE 1i1!
TABLE-1
L FOR GEN€R^L tlOIEi n€FER oRAfll,lc No cllgxlt22- REX' lHE oRAilrNO lN Clt{tUt{CItON ore.
3. lHE FOU-Oilt{C vatJES H rG 8EEil rSJlrED 0{ IHE cttcutlllo|{ 0F]HEoRETICAL ELot{GAllON/efiEI{S{N. (lo) oF IE{Do}$i:yolxJurs 0F tt sncfr. E-19:t.cx)0 upc (28,000) taa.COfFF!qE!II OF CUFYAIUFE Ffrg'IOI€.25 P€R RADIAITVOBeE FRgnON CXIEFFId€Ni-O.00:!:! PER yEIERrNY O€VIAIK)I* FROT IHE TSOVE VAIJES STIAII. E flEFORTEO TOrH€ O{GO{EER
4. SIRESSIilG S.|A.L E sTopp€D rS S00H lS O{E OF iHE fiXJ.OUilcCSO{nOffi lS tuLflLlEDl
-5InES REAO{Ei 0.73 Ill/€S CIrAR rfiEED UrimtAG }Et{il€STRENSTH (AfiS)
-fCIlj|L O-Ot{c TlOfl/DCa{gOtl Rgc{qi 1.10 io.-IF AT 0.75 GUIS |CN,AL 'LOI{GA'IrcN ls SIIII 8€U)T 0.95 AO
SIRESIIM; SHAII B€ PROCEEDEE UFTO II^)OTUX OF O.8O Ct'l:|.-N THE EVENT 6 NOTHOIIR)RIIA{CE OF A8O"E T}tE IEMNN $iAL
E REFI.ICED.5. ]E{OO{ D(IENSOil e0/B{ til Tf&.E tS FoR lH€ J&$G.END.5. $n€slM) oF sRffFs stout 8€ Dot{E FRora 80IH Eilos.
SQqLE l:25UNLESS OI}IERIYISE NOIED
ano REctssEs To tr cRoulEDAFTER STf,€SSIM)
-3Pgg1
l r o o l
D^TA FOR ERO€R ooENso{AT EACH END
(nn)
SEOIJEilCAf
STRESSN€NO, 1051 o'10L ,.151 r1751 r2g. I25L L30t L3!L oaol t +25LO,+51 0.5{L
I300 243 267 2!l 111 199 t6a t7a t6s t60 1*t 1a6 1,+l r36 132 129 t2:t 125
102Y 0 0 0 o 0
675 85 371 522 177 4+i 395 J57 123 E1 265 2S 83 192 1 E 1 5 9 117 137 t5r 126 125t(xt
Y g 0 0 o -+t -60 -80 -so -tt[ ' t20 -t30 -14{ -r50 -1gt
1050 E7+ 795 717 64t 578 51E {54 .to5 456 312 273 28 28 la2 146 13f 127 1259g
o 0 0 o o 0 JO 50 7D lxt tJ{, l,tO 150
+t+2 1304 fl87 'to92 993 9{X) ar5 732 588 525 168 a17 372 273 z5z 2Sl 2aE ZE
9Eo 0 o 0 0 0 0 -23 -50 - l ,L -r50 -150
't&to t6.t6 1501 1364 125:t l ' t11 9e7 8eo 701 sr9 54 1n ,+l 8 Jat 2aa zEO 2+1 229 ZE97 o
0 o 0 0 0 0 0 0 o 0 65 95 l5(, t.lti td)
TABLE-2Ar€roRra€ R€cEs:l fI TA
TENTX}INO.
|rrq€o<' (mm)
I r ' 2 0 ' 5 l '
f ld oiP 7
T s t 2 S
t 1{ 26' 't6
12 gf +2'
TFIIilHR *R.AUVII{GS
r{AKr,A (M-1.)TO D.I KI{AN MOTORTAY
PACTGGE-U (REH!{AM KTIEIL T0 I(OT BAIJAN)(sEcTroN - llB)
i l t E30m PRESIRESSED GIRDER
CONC. OUruNE & PRESTRESSING DETAILSTIONAJ, ENGINEERING SERYICES
AKISTAN (PW.) LTD.IN ASSOCIA1jON 1T1TI1
Mrd PAKISTAN (PlrI.) LTD.
GOVERNMENT OF PA]CSTANMiNISTRY OF COMMUNICATIONATIONAT HiGffiTAY AUTHORITY
DRAWING NO.
3737/102/|D/BR 107
-t, { i, g t 4 ll , 613 I
tF4
REINFORCEMEIJT<alJtrnt il tr
NOTES:1. FOR CEI{ERA MIIEi REFER DtflG. NO. GI{SOOI22. READ IHEI ORAUING IN COITJUNCNON $IH OIIG. I{G.
3. rut PRESReiSED C!ilCREfE SHAL BE CttS '01..
+. AtL REI{FORCII{G STEEL STIA! SE D€FORUED ROUND AARS(Gtu8E e0) CTONFoRi{NG rO A S{IO U-31 0R ASnr A-615lt'IH MlNltaull Y€r-o SfREltCtH OF +,20O Kg,/cf,l (6o.Omp!i)
cTroSCALE
N A-A SECTION F-F(FCR EXTERTOR GTRDER)
SCAL€ 1:15
LONGITUDINAL SECTIONSCA|E 1:25
SECTION F-F(FOR tNTERTOR GTRDER)
SCJTIE 1:15
SECTIONAL P|jN E-E(FOR TNTERTOR GTRDER)
SECTION C-CSCA|E 1r t5
d8 DOllEUil , ,(TrP.) v //\/
SECTIONAL PI.AN E-E(FOR EXTERTOR GTRDER)
SCILE 1:'15
\V
I
MARKgAR DIA.
O SPAqNG*4{rroo
GOlA t&t751-#
G03 2fl{eF)60,t tr'otogC0/tA 1Lt75c05 il1EnGO6 J4{t3tX!c06A ,Ft75c07 6-#(enc08 #{1or00GOAA Ftt75
cog 11{en5-t6
ffi
ct lA #al50ct2 t+(EF)st3 1ffic13A '4!lsogt+ #.rcCii+A taar50cls 6-#(E')
cts.gl6A lOxT-t+,lOr9-t{c17 ,4Ct5{!618 1-1r4
Gl9 flarooc20 flqr,/l50
,&Zfi
ii${DtR u
,8 OorrElli-1 , ,(rYP.) xu,
t{:
HAKT.A (M-1)TO D.I ICIAN MOTORTTAY
PACIGGE-U (REIil{AM KIfirL TO KOT(sEcTroN - 1r8)
NATIONAL ENGI}IEERING SERVICESAKISTA}I (PW.) LTD.
IN ASSOCIATION WiTIIMM P.aKrSTAlr (PW.) LTD.
GOYERNMENT 0F PAKISTAI\MiNISTRY OF COMMUNICATIONSNATIONAT HiG}ilTAY AUTHORITY OA1E
November, 2016ORAIIING NO.
3737/102/1DIBR lOS
t250 |F*1
75' r{Ott FORUFnM} PlN
OUPHRAGI'
--r-I f-11 /12.76m 4NmNs orP.)
SEC]ION AT MIDSPANSCA|I t:15
ELEVATION (TENDON PROFILE) 25m GIRDER
SECTION AT DIAPHRAGMSCAIE 1:15
BURSTING REINF. DETAILSCAI€ l:15
REFERENCE CO_ORDINA]ES
ANCiIORAGERECESS DETAILS
SECTIONAL PLAN B_BSCJIE 1315
NCTIS:l. FoR GENERII- MIIES RSFER OR $tfiC Nq Gil6012
2.'IH€ FOI.LCtrII{G VTLIES HA\€ SEEN TS6UI'SD IN iHE CALCUI.ATION OFIHEoREnC{- A-oNCATrcil/O(ENsOil (Ao) 0F lENoo{Si:UOOULLIS oF El^SIldTY, €-1,96a,70O Kq./Sqcm (28.000) u)coEmgE$ oF ailRVAll,R€ FRCnON-o:S P€R RADUI{WOBALE FRGtlOtl COEFFIOEN[-o.d):13 PER ITEIERAtf/ oEtr llo$t FRoil lHE r8ovE vAllEs $t U- 8E REP6IED TttTHE ANGNEER.
J. SIRESEi|{G SHAI €E SfOPP€D rS SOo|i .rS OilE OF lHE FCU_Orir{CcoflDnofis fi FULFil.tED:
-'REE REICHE O.73 IT'ES €IARINIEED ULII{ATE TBISTEs[Ra{crH (cljls)
-^cTrJA EtOt{G\1tO{/E0EttEtON RElc{et !.:o,ro.-lF AT 0.75 C[m rclll L ETONeAIOtt tS STIIL 8€LOW 0.95 Ao
srRsHc SHAL 8E PiOC€ED€D UFIO TUXUUU OF 0.80 C|,lS-lN IHE 8/Etfi 0F NCI{-CONFORTa Nce OF ,a8O,E, IH€ c aE IAY
E REPI.iAC€D.+. TENDON O(IEilSOTI GIIGN IN IAAIE 6 iDR lHE JACI{!.|G EM).5. STRESSII{G OF CROERS S{qJLD 8E OONE FROT 8On{ €NOS.
r--. ' I
(sEf, r a-E 2)
,l;' l '!
t-I
END VIEW OF GIRDERSCAI,.E'1r15
DETAIL OF
II
clol
ITABLE 1 SECTIONAL PI-AN A-A
SCll.E 1:15
TENDER DRAWINGS
tB l !
ANCHORAGE RECESSESSCAI.E 1:15
TABLE
RECESSES 1O 8E
J A{NC FonC€ - 151 ll lea
DATA FOR OIRDER ocENso{AT EACfI ENO
0rH)
SEQU€NC€0f
SIF€sSINGNC L05L 0.10t- r't251 t15L l;t7c t 20L o.2!L 27g,. IJOL t 3aL t4ol 0,,+51r+73 0.50-
J50 206 t95 t E 1 171 ! 6 1 I 4ai r39 13.t 130 1 A 7 t2a 1236C
0 0 0 n
, 802 42 3't3 277 | 215 2 1 7 155 142 127 r25 {t/+o 0 -20 -.4{l -55 - t05 -1,{5 -150
1 o!,{t 9@ a71 793 717 8.aat 576 3rE 4S8 103 35E 3r2 273 2tE 20E r6tt 182 145 l3+ ltl 12582 B
Y 0 1{t 8!l 1 1{t l4a 1 5{t
Ar,€flORlC€ RECESS 0AT
.IENDOII
N0.rNero<' (mm)
? 03' {,' 1 ' l
t t 52' 22' t7
1 1 ' , t l ' 0 1 ' 84
NATIONAI" ENGINEERING SERYICESPATSSTAN (PW.) LTD.
IN ASSOCIATION WITTIMM PAKTSTAN (PlrI.) LTD.
HAKLA (M-1)TO D.I KT{AN UOTOR]rAY
PACKAGE-U (REHrrANr KrrErL TO KOT BALTAN)(sEcfioN - llB)
GOYERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAI, HiG}IIYAY AUTHORITY
.IITLE 25m PRESTRESSED GIRDER
CONC. OUruNE & PRESTRESSING DETAJLS
IE:NFCRCEVEi':JT)L|1E.UULL#
LONGITUDINAL SECTION
0orEls
SECTIONAL PLAN D' -D'(FOR |NTERIOR GTRDER)
SC{.E 1:15
SECTION A-AScAl€ 1:15 SECTION B-B
(FOR EXTERToR GTRDER)(EXTERToR DTAPHRACM)
SECTION C-C(FOR EXTERToR GTRDER)(|NTERr0R DTAPHRAGM)
SCA|E l:15
SECTION E_F(FOR INTER|OR GTRDER)(EXTERToR DTAFHRAGM)'
SCALE 1:15
SECTION C-C(FOR INTER|OR GiRDER)(|NTER|0R DIAPHRAGM)
SCAI.E 1:15
SECTION D-DSCA€ 1:15
SECTIONAL P|jN i-E(FOR Er|-ERTOR GTRDER)
SECTIONAL PljN E-E(FoR TNTERTOR GTRDER)
i : * rg ffi ffi ffi il ffiAW A aq U$'dl'!*!-,?loll-S;*''SCALE I:.15
NOTES:I. FCR E€NERAL NOIES REFER DWG. NO, CilSc[}I2
Z T PRESIRESSED COI{CRET€ SIIAT! 8€ CLASS 01.
1 RANFORCSiAnf COf{CREIE s}t^|.t- E o€Ffir.ED RqJNDEAFfi OF(GRAOE 60) CSTFORMNC 10 AASltrc il-Jt(Asnr A-615)ulH M|NTHUM IELD SIREMI'H OF 42OO KsAq.On (OtjroOOeA),
HAKLA {M-1)TO D.I KFIAN UOTORTAY
PACTGGE-U (REI{uAM Kr{Ert TO KoT BATJAN)(sEcTroN - uB)
NATIONAJ" ENGINEERING SERYICESAKTSTAN (P\rT.) trD.
IN ASSOCIATION TNHMM PATCSTAN (PW.) LTD.
GOYERNMENT OF PAICSTANMINiSTRY OF COMMUNICATIONATIONAI, HIG}TITAY AUTHO
i5*d glo f tGtlEal €flcdl 5qtoffi
sEur ,,a (Fs1E rgffi Ellr(! c f4tltlo(f c r lgff. rEa|l f m lt) r-ilet nScrEtt rcct aoaIF ffi ! fl.p a.oB cE|lEiltcl
t ot rft ftqerdL 4 t a l -
OIr:-4.Irr^3/ l 3 iV l ';ffiry,'* l$<--r-:=
fi'elolo+iEt adr dr'ls|dd
b, { t r ! -
iL_-R/lPl_
NOTES:
1- 'f rao 'd'rlG ltc iltEti 62- 'ir' S 1l€ nilJ3 t FO t. RtOOtG
l€.04
A - ffi.rd (b(m)
8 - Far cr'brftn)C - ild bdrr(nn)
i{AKr.,A (M-1)TO D.I KIIAN MOTOR]TAY
PACI$GE-U (RsirUAM TGTEIL TO KOT BAUAN)(sEcrroN - uB)
REBAR SHAPE CODETIONAL ENGINEERING SERYICES
AKiSTAr.i (PW.) LID.iN ASSOCIATION WITII
MM PAKISTAN (Pm.) LTD.
OYERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONATIONAL HIG}IWAY AUTHORITY
DR,qHNG NO.
3737/102fiD/ RS001s
stEllt5 offint- crEl x saEul
5lo c !trriExt cr ag|. LEfll{ 6 :iln (u I qlril r,o ffi*x3 1E-oe urE|sxl! | 5tl|E fleo aqtEN.IEl t ffii x $Iorll
*l' l i
TENDER DRAWINGS
iIII
l:
$A
,/
w(mm)
n(mm)
600 600
r000 0uu
1 000 600
1200 600
TABLE FORDRAIN TYPE-III
PLUM CONCRETErOE WALL
--JURB STONE
2OO THICK CONCRFI-E CLASS(25ooPSr)
A
CUT LINE
II
|,1l -
t >l v
t -
I
tI
LEAN CONCRETE 2OO
Trvlf 11lTi. \r r r ! \ r v l rrYPE(la)
, 2 0 0 , \ Y 1 2 0 0 , v A R l E s500(Min) ,
I
I
SHOULDER
, ,1O C/C 2OOt.10 C/C 2OO
I
N lI
o l
LEAN CONCRE'ETTPE_NI
V A R I E S
1.30m
2000 j 1000 r-r--_1I I
CCMPACTED EARIH
coNcRm cL4ss "3'(200)(uN€D PAT.TNELS ilOr
qCEEDS JOOO IN WIDTH)
TYPE_IV
NOTES: =1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIRED.
2 INVERT LS/EL OF DRAIN SHALL GENERALLY FOLLOW PROFILE GRADE ANDSHALL BE CCNNEC'IED TO AOJOINING CULVERTS/CHUIES.
3. SIDE DRAIN TYPE iII SHALL SE COVERED IN SUILT UP AREAS AT LOCA1ION WHEREACCESS IS REQUIRED FOR CROSSING OR WHERE SHOULDER IS EUMINA:IEDDUE TO UNAVAII-AEIUTY OF SPACE .
4. ACTUAL TYPE ,LOCATION, LENGTH, SLOPE AND INVERT LEVEL OF ORAIN SHALLBE AS APPROVED BY
'I}IE ENGINEER PRIOR TO CONSIRUCTION AT SITE.
5. ToE WALL ALONG DRAIN TYPE(1b) SHALL BE PRoVIDED wtTH PLUM coNcREIE.WHERE HEIGHT EXCEEDING 2M, THE BASE SHOULD BE FOLLOWED AS PERDwc 3737/|o2fDl RwPoos
HAKr*{ (U-1)TO D.I KHAN MOTOHTAY
PACI(AGE-U (REHMAM KI{ErL TO KOT BAUAN)(sEcfioN - nB)
TYPICA.L DRAIN DETAILNATIONA]. ENGINEERING
AKISTAN (PW.) LTD.iN ASSOCIAfiON Trtr]
Mld PATCSTAN (PW.) LTD,
GOYERNMENT OF PAKISTANMINISTRY OF COMMUNiCATIONSNAfiONA], HIGTIWAY AUTHORITY
20mm CHAMFER
0120150
010o150 c,/c
coNcRfiE ct-Ass
500 1 trn trEt 7(t g v v v r / v
C\lr d
c\I
F,-
IIIi
I=
t
CCNCREI'ECLASS
012@150 C/C
8-012
f.)
DOUBI,E FACE BARRIER(IN lfNnIAN ONLY}
PCC CURB STONE
ASPHALT LEVEL
010o150 c,/crTYP \
80 LEAN CONCRFI'E
COI€REE CIJSS E
t€rr coracf,EE
4 - 1 2 Q
SINGIE FACE BARRIERiAtsOVE SETAINING YAI,L)
CONCREIE CUSS
50 CLEARCOVER
| / - |1 2 @ 1 s 0 C / C
SiiOULDER
ASPHALT|C CONCRETI
ASPHALTIC CONCR$E
-TI
rlII
NWEARING COURSEC'AJE. \-UUK>C.
AGG BASE COURSESUB BASE COURSE
SINGLE FACT
HAKLA (M-1)TO D.I KT{AN MOTOHTAY
pAcKAcE-ll (REHMAM rs{EIL TO KOT BATJAN)(sEcrroN - uB)
TIONAJ, ENGINSERING SERYICES
AKIST-{N (PW.) LTD.IN ASSOC1ATION TTTH
MM PAKISTAN (PW.) tTD.
GOVERNMENT OF PAKISTANMINiSTRY OF' COMMUNICATIONATIONAL HIGFfifAY AUTHORITY 737 /102/1D/ 00016A
:25 225 225 ?25 )25,-
EYE FOR FIXING.T CHAMFERDRAW CORD \ 40. .10
.1-N INl
-h
Rt=i l 19
VARIES1 f - z
PREC,CSI MARKER2 5 0 x 2 5 O x 3 0 0
ri,.. ' i
PREC,{ST OUCT MARKER ON EOTII SIOES _.I(sEE DE-rArL) I
I
t \ lS l--7A---l
+%
TYPICAL CROSS SECTION OF SER\TICE DUCTS ACROSS E}FRESSTTAY
CONCREIESURROUNDcLAss '3'
5 D|A CS E./E FORRXING DRAW CORD.
.: if:
r 1 0 0 1 2 5 0 1 t 0 o r
EI,EVATIONPRECAST DUCT MARIGR
PI,ANPRECAST DUCT ilARI(ER
SECTION A-A{ruTURE DUCTS FORETECTRICAT CABIES)
00 t uF/c PIPE
SEE DETAIL A
I
| | I L I r l A . r | r ,
--lB b
lB-r- l"- - - - - f
PIdN
ffi
. . toxinh cr.os! 'q'..1t . : r : ' : : ' . , .
. . , 1 : . . . i ' . . _
,: .:a;\\ r 1\ l
' ! . . . .
DUCT FOR PROTSCTION OFEESTING SERYICES sgcTioN c-c
(FUTURE DUCTS FOR TATER IJNES)
ENGRAVING TO 3EPAINTED IN BLACK
PAINTED IN WHITE
SIZE OF DUCTS(As !{tD)
o t lo t l
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. roo.roo roo roo,roo.t-t-t-t-t-l
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SECTION B-B(FUTURE DUCTS r0B
TETEPKONE CABLES 4 ]rAY)
SECTION B-B(FUTURE DUCTS FOR
TEI,EPIIONE CABTES TTfO ffAY)3OO O UPVC PIPE
R.O.W IARKER
ARRANGEMSNT OF UNDERGROUND DUCTS FOR RETOCATION OF OYEREEAD ETECTBIC UNES
NOTES1. ALL OIMENSIONS- AflE IN MILUMETERS, UNLESS NOTED OTHERWISE.2, SER/ICE DUCTS WILL BE PROVIDED AFTER ONE KILOMEIER INTERVAL OR REQUIREMENT.
SPACING & POSNON OF SER,/ICE OUCTS SHALL BE COORDINATED BY T}iECON'IRACTOR WITH THE CONCERNED AUTHORITY DURING CONSIRUC1ION WITHAPPROVAL OF THE ENGINEER'S REPRESENTATIVE.
J. CCST OF WOOOEN STOPPERS, DRAW CORD, GS EYE, SPLTTflNG OF PIPES,PROVISION AND WRAPPING OF POLYETHYLENE SHEEI, CUTflNG AND JOINING WITHExtsirNc Duc]s AND/OR ANy OTHER INC|0ENTAL WORK SHALL BE 0EEMED TO BEINCLUDED IN T}IE COST OF PIPES AND OTHER REI-ATED ITEMS IN THE BCQ,
+. ORAW CORD SHALL BE EXTENDED UPTO THE DUCT MARKER AND TIED TO THE GS FTE.TYPE OF CCRD SHALL BE AS APPROVED 8Y'IHE ENGINEER'S REPRESENTATIVE.
5. WRMNG ON PRECAST MARKERS SHALL BE ENGRAVED,6. orAMfiER (D) OF SPUT oUCT FOR pROTEfiON OF EX|STING SERVTCES AND THAT OF
ADDMONAL DUOT SI.{ALL BE AS DIREC'IED BY T]IE ENGINEER'S REPRESENTATIVE.7. FLEXIBLE JOINTS SHALL BE PROVIOED AT MAXIMUM OF 5OOO IN CONCRE]E
SURROUNDS.
MATERIAL LiST/M
DUCT TYPE NO. DIACONCRETE
(M9
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.TIONAI. ENGINEERING SERYICESArcsTAN (PW.) trD.
IN ASSOCIATION rITH
MM PAKISTAN (PVT.) LfD.
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SECTION A-A
PLANCHUTE TYPE (A)
ST]LUNG CHAMBER
I/PE-A
O{BION MATTRESS
PROTECfiON
01 012 {D 208 C/C
SECTION B-ts
sEcTlON C-C
NOTES1. ALL DIMENSIONS ARE IN MILUMETERS UNLESS CIHERWSE
NOTED.2. CONCREIE CHUT€S SHALL 8E PROVIOED AT AN INTERVAL OF
50M WH€RE RLL HEIGHT IS tvlORE THAN 2M OR ASDIRECTED BY THE ENGINEER'S REPRESENTATIVE.
3. CONCREIE FOR CHUTES COLLECTION & ST]LUNG CHAMB€RSSHALL BE CljSS ..A1 '"
4. RE-BAR SHALL BE GRADE 50 REINFORCEMENT STEEL5. CONCRETE CHUTE TYPE (A) SHALL BE USED AT OUTLEiS
OF MEDIAN OPENING AND AT O1HER LOCATIONS OR ASDIRECTED BY THE SNGINEER'S REPRESENTATIVE.
6. COI I FCTION CHAMBER TYPE-C SHALL BE US€D IN LIEU OFIYPE_B, WH€REVER LONGITUDINAL SLOPE OF ROADEXCEEDS 1.0% AND/OR AT o1HER LOCAT1ONS APPROVED ByT}IE ENGINEER'S REPRESENTATIVE.
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NOTES :-
1. ALL OIMENSIONS ARE IN MILUMETERS UNLESS OTHERWISE SHOWN.
2. AII SUPEREIS/ATION RATES ARg EXPRESSED IN UNITS PER HUNDR$ (Z).
3. PRORLE CRADE UNE {PCL) A}l0 POINT OF ROTAION (PR) SHAI aE A.ssHoiYN rN fig iYPlcnL cRoss s€cnoN.
4. FOLLO\flING SIGN CCi.iV€NTION FOR SUPSRELEVAflON RA'TE ARE APPUC{BLE(.) WHEN LEFT IDGE OF PAVETENT OR SHOULDER, IN DIREC,fION OF ]RAFRC
IS LOWER ]HAN RIGHT qDGA
(+) IYHEN LEFT EDGA CF PAVEMENT OR SHOULDEF, IN DTRECTION CF TRAFFIC'IS HIGHER ]HAN RIGHT EDGE.
5. CDGE PRORLES OF SUPER€I€VATED PAVEMET{T AIID SHOULDERS SHALL 3gFREE FROM IRREGUI.ARMES, ROUNDTNG AT POINTS A,C & E SHALL 8EACHIEVED USING A 20 UEIER MINIMUM VERNC.cL CUFVE.
6. lHE FORMULAE USED FOR CdLCUlnON OF INNER & OUTER TRs ARE AS UNDER:-
0. IING.IH CF TR X PAVE}iIENT .JVIDTH TO 8E ROTATED
(ll). 'S' FACTOR lS Ttl(EN FROM TABLE-|. THE LENGI?i cF TRs ARE INO|CATE0 oN PLAN
& PRORLE SHEEIS. WHICH MAY BE ATUUSIED AS PER SIIE CONDMONS AND/OR AS APPROVED SY ITIEENGINEER,S REPRESENTATT\E.
7. lHE MlE OF SUPERE-SYA]ION (S.C) 15 RESIRICTED TO A MAXIMUM OF 62.
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GOYERNMENT OF PAKISTAN
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GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONATIONAI HIGHWAY AUTHORITY
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GOYERNMENT OF PAKISTANMII{ISTRY OF COMMUNICATIONATIONAT iIiGHiTAY AUTHORITY
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DETAIL 'A'
SCAI-E - 1:10
RIB DETNL (OF DETAIL. SCI,LE -1:'10
1. FOR GENERA NOIES REFER otE r{o. RS0O29,
2. ILL IXI{EI.'€IONS ARE IN UILIJIIEIERS UiIIISS OIHEfi1ISE SPEOR€D.J. T4 STRT'CTURA STEEL TTO A{diOR SOLTS STTAI S HOT OIPFED CAI.V|I{IZD
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