tender drawings - national highway authority
TRANSCRIPT
GOVERNMENT OF PAKISTAN Z(q6+ -.2) -N -O
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MINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY
HAKLA (M-1)TO D.I.KHAN MOTORWAY
PACKAGE.IID (REHMANI KHEIL ^,KOT BALIAN )
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APRIL,20t7NATIOI\AL ENGINEERING SERVICES PAKISTAN (PVT.)NESPAK HOUSE 2nd Floor Attaturk Avenue, Sector G-Sl2 fslamabad- Rakistan.
LIMITED.
Fpifxn'v ri$**+Ar5
TENDER DRAWINGS
S. NO. TITLE 0F DRAWING DRAWTNG No. TOTAL NO)F SHEEIS
1 LlsT oF oRAwrNGS AND GENEML NOTES 3737/102/'rD/tOeOOt 012 KEYMAP 3n7/rc2/rD/KMOO2 014 LOCATIONPLAN 3fi7/102/TD/Lpoo2 v l
syMBoLS AND ABBREV|AT|oNS 3ft7/1O2/1D/SAOO2B 01TyplcAL Roao cnoSs sEcloNS 3ft7/,to2/rD/Tcoo3 0 1
7 SCHEDULE OF STRUCTT'RES 387/102/ID/SSOO4 0 1
8 DESTGN PAMMETERS FoR BOX CULVERT 3737/1O2/TO/SSOO5 01o TYPICAL BOX CULVERT GENERAL ARRNGMENT 3737/1O2/TD,/BCGOO6 01
1 0 BOX CULVERT RETNFORCEMENT DETAIL 3737/1A2/1D/BCROOT 01
1 1 TYPICALWINGWALLDEIAIL 3ft7/102/Iq/wWRooA,EA 02
1 2 TYPTCAL PLUM CONCRETE REftAtNING WALL DEtAtL 37s7/'tO2/"tDlRWpOOg 01
1 3 BOX CULVERT GENERAL ARRNGMENT & REINFORCEMENT DETAIL 3737/1}z/rOlBCROOlO v l
1 4 GENERAL NOTES FOR STRUCTURES (BRIDGE, UNDERPASS) 3ft7/102/IDIGNSOO12 0 11 5 GENEML ARRANGEMENT UNDERPASSES 3737/102fiD/UPOO13-138 na
t o FLYOVER GENEML ARMNGEMENT, REINFORCEMENT & CONC9UTL1NE DETA;L & pRE_STRESSTNC DFTA;L 3737/1o2fiD/BRo14 (G101,102,10J) 04
1 7 REBAR SHAPE CODE 3n7/rc2/m/Rsools 0 11E TYP.MEDIAN DMIN,DUCTS,CONCRETE BARRIER IIIO CUNA STONE.3737I1 O2ND/DOO16-168 03
1 9 TYPICAL CoNCRETE CHUTE DEfAtL Sn7/1oZ/-tD/Doo17-17A 02
20 TYPTCAL SUPERELEVATION DE|A|LS 3737/102/1DlrSOOrA 01
21 TYPfCAL ROAD StcN ,cANTRy StcN & PROTECTTON DE|A|LS 3n7/rc2fiDlRS0019_31E 1 8
22 PAVEMENT MARKING AND ROAD ST1JDS 3fi7/102/TDIPMSOO32
23 MEIAL GUARD RAIL 387/102/1DlcRO33, 034 o2
24 DFTAIL PI-AN & PRoFILE DRAW|NGS sfi7/1a2/rD/pL&pR 001_019
I.AYOUTP|jN DRAWTNG , 3737/1O2/rD/|NT/LPOOO
INTERCHANGE ON KOT
1 9
01
LIST OF DRAIVINGS1 .
2.
a
4.
o .
7.
GE}{ERAL }IOTESAU DIMENSIONS SHOWN ON PI.AN AND PROFILE DRAWINGS ARE IN MEIERS WHEREAS ANGUI.AR MEASUREMENTSARE rN DEGREES, MTNUTES AND SECONDS (360. TO A CTRCLE).
EACH DMWING SHALL BE READ IN CONJUNCTION WITH OTHER DRAWINGS.
GRID CO-ORDINATES AND ELEVATIONS ARE BASED ON UTM ZONE 42_N.
MINOR CHANGES IN HORIZONTAL/VERTICAL ALIGNMENT MAY BE CARRIED OUT AT SITE WITH PRIOR APPROVALOF THE ENGINEER.
^qBU-qV!-E9 -sEqwN ol,l..t.lr4NlPRqtl-LF. 4EE FIMBoLlc. FoR DETATL oF srRucruREs AND pRorEcloN woRKssEE RELEVANT DMWING,HoWEVER DETAILED INVENToRY or Srn0drunis SnAti ei Fnl'i'Xnid ns pEn srECONDITION/REQUIREMENTS AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OFCONSTRACTION ACTIVITES AT SITE.
FOR PAVEMENT MARKING AND ROAD SIGNS, CONTMCTOR SHALL SUBMIT DflAILED PI.ANS DMWINGS FORAPPROVAL OF THE ENGINEER.LOCATION OF UNDER GROUND CABI.ES/UTILITIES SHOWN ON PLANS ARE APPROXIMATE. EXACT LOCATION SHALLBE DFTERMINED BY THE CONTRACTOR AT HIS OWN COST.ANY DAMAGE DONE To THE UTIL|TIES DURING EXCAVATION/EXECUTIoN oF WoRK/S SHALL BE ;MMED;ATELy REpA;REDBY THE CONTMCTOR AT HIS OWN COST TO THE SATISFACTION OF CONCERNED DEPARTMENTTHE IMPROVED SUBGMDE MATERIAL SHALL HAVE A MINIMUM SOAKED C.B.R. OF 25% A7 95% M.D.D. MSHTO T_180FOR BOTH FILL AND CUT SECTIONS.THE LENGTHS, SIZES, SLOPES, INVERT LEVELS AND OTHERS GIVEN DEIAILS REGARDING CULVERTS, AS SHOWN INSCHEDULE OF STRUCTURES ARE TENTATIVE. THE CONTMCTOR SHALL PREPARE SHOP DRAWINGS OF FACH CULVERTLOCATIONS WITH THE REQUIRED SKEW ANGLE AS PER SITE REQUIREMENTS AND SHALL SUBMIT THE SAME TO THEENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION EXECUTION.THE CONTRACTOR SHALL BE RESPONSIBLE TO CATER FOR ALL TEMPOMRY TRAFFIC DIVERSIONS BEFORE STARTOF CONSTRUCTION OF THE ROAD TO THE SATISFACTION OF THE ENGINEER INCLUDING DflOUR ROAD AND ITSMAINTENANCE, SPRINKUNG OF WATER, GRADING AND COMPACTION WHEN AND WHERE REQUIRED AT HIS OWN COST.RET'AlNlNG/BREAsrnoE WALL, GUARD RAIL, coNcREfE cuRB sroNES, FoorpATH, RoAD slcNs, GANTRv stGNS,PAVEMENT STUDS AND OTHER ANCILI.ARY ITEMS SHALL BE PROVIDED AS PER THE BOQ ITEMS , AS PER SITEREQUIREMENT OR AS DIRECTED BY IHE ENGINEER. CONTRACTOR SHALL PREPARE THE SHOP DMWINGFOR EACH ACTIVIT(/ LOCATION ALONG WITH MFIHODOLOGY AND SHALL SUBMIT FOR APPROVAL TO THEENGINEER PRIOR TO START OF CONSTRUCTION. WORK MEIHODOLOGY OF EqCH CONSTRUCTION ACTIVITY SHALL BESUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO COMMENCE THE ACTIVITY AT SITE.TWO COATS OF BITUMEN PAINT SHALL BE APPLIED ON CONCRETE FACES IN CONTACT WITH THE SOIL. COST OFTHIS ITEM IS DEEMED TO BE INCLUDED IN THE RELEVENT BOQ ITEM MTES ANb T.TO SCPNNTE FIVUENi SHNI-IBE MADE FOR THIS ITEM OF WORK.
TYPE OF REIAINING WALL, BREAST WALL AND TOE WALL SHALL BE PROVIDED AS PER SITE REQUIREMENT ANDSHALL BE P|ACED 0N FIRM, HARD AND ROCKY STMTA, OR AS DIRECTED ev rHe EruCrr.iiEi.DRAINAGE CHUTES SHALL BE PROVIEDED oN HIGH FILL (RLD2M) AT EqcH 5oM ;NTERVAL.
16. IN SUPERELR/ATION REACHES TYPICAL DRAINAGE DFI'AIL THROUGH THE MEDIAN IS FOLLOWED.17. THE EMBANKMENT MATERIAL SHALL QUALIFY AS PER MATERTAL REQUTREMENT MSHTO CLASS A-1, A-2 & A-(2/+)
MATERIAL' lN CASE A-3 MAIERIAL lS USED SHALL BE WELL CONFINED WITH APPROVED MATERTAL/MF;HOD AT THECOST OF CONTMCTOR.
18. PIPE CULVERTS FOR THE DMINAGE OF WATER COURSES SHALL BE PROVIIDED AS PER THE SITE REQUIREMENT ANDWTH THE CONSENT OF THE RESPECTIVE FARMER TO ADDRESS THE ISSUE.
19' PROTECTION WORKS SHALL BE DECIDED WITH THE CONSENT OF THE DESIGNER AS PER THE SITE REQUIREMENTS.
TENDER DRAIIIINGS
1 0 .
1 1 .
12.
1 1
14 .
1 5 .
GOVERNMENT OF PAKISTANMINISTRY OF' COMMUNICANATIONAJ, HIGI{WAY A
PAKTSTAT{ (PW.) LTD.IN ASSOCHTION WITI{.
MM PAKTSTAN (PvT.) LTD.
HAKLA (M-1)TO D.I KHAN MOTORWAY
PACKAGE-Ir (nEHMANT Krmrl To KoT BAI;rAN)(sEclTON - ltD)
LIST OF DRAWINGSORAWING NO.
3737 /11Z/TD/LD3OOI
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SYMBOLS
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ABBREVIATIOl\SDESIGN CEMIER UNE
LqND ACQUISMON
rKE$
BUSHES
MOSQUE
PERTIANENT HOUSE / TEMPOMR'
GRAVES ,/ GRAVE YARD
TELEPHONE POLE
FLECTRIC & T&T UNE
DIRT 1RACK
METALLEO ROAII
H trgTRIC POLE
HIGH TENSION UNE PYLON
HORIZOI'ITA CURYE DATA
GRID NORTTI
IRAIERSE /BM POINTS
T---'lL -_J
nnnAnnn
J I
l A l
|rJm
MANHOLE
NULTAH
CULIERIT ,/ BRIDGE
T&T BOX
HAND PUMP
CAML / DRAIN
UNED IVAIER COURSE
UNUNED VYAIER COURSE
SPUR 5IRUCTURE
GRID UNE
SHRINE
sPoT t"EvEL (TYP.)
ROAD StcN 0N P|AN)
D(SnNc GROUND tEvEL (PRon[-E)
NNISHED GRADE UNE
C,/WATS IN PRORLE
CULVERT IN PRORLE
oX
t J U U
tJ L' tJt--r
A
A.IG.
B
BC
B,I
SP
C.B.R
c/cCHD.
c/\ q.
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coNc,coilsr^rcscuLCufi
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AREA
AI.IGNIE}.I
BRANH
BOX CULVERT
BETCH YAR(
BEENNINC OF PRq'ECI
CIloRD LEI{CIH
CAIIFORNIA BEARINC RATIO
CENIER TO CENIER
CHECXED
CENIER UNE
CE}{NUEIER
coftcREIE
cot{5rRU6tON JOt[r
cuilE ro s?tRAL
CULVEXT
CUBC IIEIER
vErncJql cURvE LINGIH
DEPIH OF CUT
DECREE OF CUR\E (Sr ARC)
DEmEE OF CURVE (Fr CHoRO)
DEGREE
DIAIIEIER
DmEt*itoN
DOiliSIREAT'
D-s.T OOUBtr SURFACE'IREAIilEiN
DRC. DRAWING
E EASIING , EASr , ECENML D|srA{CE (E{IFI)
S,rv.,/EL ELEA1ON
EOp B{D OF Pf,OJECTgPla F(P I{StoN ,Jotitr
G.r (xLvAl{tzED tRoN
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tLT/Lf Htcti IENSTON/LOW IENSTON
HF HEG|{T OF RIJ.
HFL HICH FLOOD LR/EL
ltrf,Y. HtcHtAY
I DEFI.ECNON AI{GLE (HORIZOI{IA CURI/E)IC CIRCUUR DEFLECNON ^IiIOLE
I.L II{VERT I.A/EL
K SyOOfi{NESS F gtOR 0N CASE OF \ERnOt cuRvE)K9. K[-ocRAta
Ky'/t<m K|IO||ETER
L LEI{CIH OF HORTZONTIL CURI/E,/SNRAL
UN.II UNEAR IIEIER
IJIS. |€Fr MilO SIDE
LT. |IFT
OFFSEI OF T^I{GENI UNE TO PC OF SHIFIED SRCI.E CUF1EPOrilI oF HOR|ZOITIA curuA]uRE (SIARI OF HORZONTAL G1JRVE)RENFORCED CONCRETE PIPE CUL\ERI
PROFII! GMDE UNE
PlrsncrY N00(
POINT OF HOflZONIAL INIERSECfiOfl
PONlr OF ROTANON
PollrII OF HORIZONIAL TAr{cENCa (AnO OF I{ORIZONITL CURI/E)RAOIUS OF HORIZO{TAL CURI/E
RENFORCED CONCREIE
REINFORCEIE}TT
REltEof{
RGHT HAND SDE
RIGFT OF f,AY
RGXT
FETAII{ING WAI.
REU)C$ED WATER @URSS
sLoPE CR OtEin (PEnc6{r)
SUPERETEVANON
SIOUII)EN BREAI( POIiIT
S.A8 CULVEFIT
SFIRAL IO dJRI'E. SI.A8 CULVERT
SHOUI.DER
SOIXRE XEIER
sHoRl TAI{CErrfI
s?rR L to TAltcEltT
srAnoN (cHAlN C4
SIRUCIURE
St,PERELEYAIION
SDE WA!(
TINCEI{I I.EI{CI}I OF HORIZOiTfAL CURI/E
TANGENT TO SPIML.TRIPPI.E
SURFrcE IREATXEIfi
TAT{CENr
lHIC|(NESS'IRAt{smoN
TI/HCEL
UPSIRAN'
\EFNCAL
vARl H.E
vERFIED
\ERNCAL POItf OF CUWATI'RE (SIART OF IERNCAL CURIE)VERNC,AL POINT OF TNTEFSECITON OF PROFII.E GMOEVERIICTL POIM OF TAilcENCt (EilD OF r/ERnC{_ CuR/E)YiEST, HDI}I OF ROADTAY
UA?ER EOUND TTACqD^I{
WAIEN COURSE
06TAr{Cg PERPEND{CULAR TO fiE TA{GENI, FROU SqM{tNc 1o lHE B{O OF gtRALDETAilCE PERPB{D0UI.AR To I{E TA{GET\TT, FRox BEGINNING To THE BlD oF SPIML$(ET A{GI.E
p A
POINT OF INTERSECNON
FENCE
SUI GAS & WATER PIPE UNE
TUBE Wzu
BOUNDARY UNE
P J 'A
C/WAYS IN PLqN
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IAN HOI€
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IIILUI€IER
NAn RAL SURF CE tEl/EL (EC.t)
NORIII{ING. NORN
NUUBER
NOr rc Scrrr
TENDER DRAIIIJINOS
CIRCUTAR CURVE
l_L\
roo.oo
d"*
srcN NUMBER
i?n
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ENGINEERING SERVICES
MU PAKTSTAN (PW.) LTD.
HAKLA (M_1)TO D.I KTIAN-UOTORTAY
PACKAcE-ll (REHIIAI.II KHEIL TO KOT BALTAN)(sEcfloN - lrD)
NATIONAI HIGIIWAY AUTHORITYDRAWNG NO,
3737/102/10/ SAOO2B
TYPICAL CROSS SECTION trl\ FILL
1000
IzEiz6E
3000 rooo Fiq rooo
Tf-G l a
! r .Hg t Ea ' 1 6
JO00 r(x)0
0zz
e
SfiOUTDER giou.DER
GilTRD R^IL Crl".) (FOR OEIAL REF.DwG tlo. irtllo2fDlcno5J
\
ipROU IARIGR(r/P.)
SERVCE ROTD(Utro Rcqulrtd)
iftffims-- - - - - - - - -ffi - - i
- -
r(AIcN{A DRAIfl(rmERE S€RlvlCE ROAD PRO4DED)
IYEARING COURSE - 50BASE COURSE - 160
AGGREGqIE BASE coURsE - 250
IRIPI.T SURFrcE IREAIilENT cTsT)AGGREGATE BASE COURSE
' =' .t5oSUBBASE COURSE = 150IMPROVED SUBGMDE = 3OO(cBR 25 MrN.)
SUBBASE COURSE = 150tur,fi$*r - 500
ETlBANKMENT
NOTES:-
T\ e l /' l \ " l /1,i \-l--,2;
l r - l
KATCHA DRAIN
TStAGCREGATE BASE COURSE
SUB BASE COURSE
1
2.ALL DIMENSIONS ARE IN MILUMEIERS UNLESS NOTED OTHERWISE.IMPROVED SUBGRADE MATERIAL SHALL BE COMPACTED AT 95% M.D.D, AASHTO T-180 AND SHALL HAVEA MINIMUM SOAKED C.B.R OF 25% A'r 952 M.D.D, MSHTO T-180.
4.
PlrcHlNG sroNE ON EMBANKMENT SLOPE SHALL BE PROV|DED tN THE REACHES WHERE NUL|-AH/RA|NWATER MAY DAMAGE THE EMBANKMENT SLOPES OR AS DIRECTED BY THE ENGINEER.IV-BEAM GUARD MIL IO BE PROVIDED IN REACHES WHERE HEIGHT OF FILL IS MORE THAN 4M,ATBOX CULVERT LOCATIONS, AT ANY HAZARDOUS LOCATION SHOWN ON PLAI{ AND OR AS DIRECTED BYTHE ENGINEER. FoR HEIGHT oF FILL EXCEEDING 7m, GUARD RA|L SHALL BE REpt-AcED wtTH coNcRErESINGLE FACE BARRTER
IISSgAW|NG No D0016)
'1;{P '. :{ ,J.J tl: I1 i - : ' I
GOVERNMENT OF PAKISTAI,IIIIINISTRY OF COMMUNICATIONATIONAI HIGI{TTAY AUTHO
ENGINEERING(PW.) LrD.
IN A,SSOCIATION TITI{MM PAKTSTAN (PW.) LTD.
IIAKLA (M_1)TO D.I KHAN MOTORTAY
PACr$GE-U (REHI{AM KHEU. TO KOT BAf,TAN)(sEcrroN - uD)
PROPOSED SCHEDULE OF STRUCTURES
S.No. I Chainage WidthxHeight Skew Angle I nemarkst 0+430 1(3x3) oo Box Culver t2 t+02O 1(1x30) 00 Fl yove r3 1+480 1(6x4) 330 Box Cu lve rt4 1+800 (6x4) o0 Under pass5 2+350 1(3x3) 320 Box Cu lve rt6 3+290 1(3x3) 400 Box Cu lve rt7 3+980 1(3x3) 230 Box Culver t8 4+300 (6x4) 300 Under pass9 5+220 1(3x3) 130 Box Culver t10 5+930 L(3x3) 200 Box Cu lve rtt t 6+22O 2(4x4) 2g0 Box Culvertt2 7+680 (6x4) o0 Under pass13 8+74O (6x4) 450 Under pa ssT4 9+130 1(3x3) 00 Box Cu lve rt15 9+980 (6x4) 300 Under pa sst6 10+700 1(3x3) o0 Box Cu lve rt17 11+100 1(3x3) 150 Box Culvert18 11+500 r(4x4) o0 Box Cu lve rtt9 12+100 (6x4) 00 Under pass20 13+180 (6x4) 00 Under pa ss
NOTEADDTTTONAL STRUCTURE (tF REQUTRED) SHALLB
AE PROVIDED AS PER SITE REQUIREMENT OR AS PER THE DIRECTION OF THE /r.'+..
i,,t'r'it's { -tEtt
TENDER IIRAIJTINOSAN BAIG
GOWRNMENT OF PAKISTANMINISTRY OF COMMUNICATIONATIONAT HIGHWAY A
NATIONAL ENGIMERING SERVICESPAKTSTAT.I (pw.) LrD.
IN ASSOCIATION flITHMM PAKTSTAN (PlfT.) tTD.
HAKLA (M-1). TO D.I KTIAN MOTORWAY
PACI(AGE-U (REHIfAM KHErL TO KOT BAIIAN)(sEcTroN - lrD)
SCHEDULE OF STRUCTURES
ORAWING NO.3737/1O2,nD/ s,s,004
wALvSt-A8
CONTARCTION JOINT DETAILS0ltr l:10
SEE OETAL T25mm B(P. Jolt{t
25mm ELASIOMEFICJOINT SEAI.AITT
WING WALL
(TYP.) PI_AN FOR CULVERTO DEG SKEW
(rYP.) PLANWITH
FOR CULVERTSKEW
DFIAIL OF WATERSTOPPREIIOUDED COMPRESSIBI.EJOIifT RLLER
DETAIL 'A 'SC lI l:10
N OTES: -
1-ALL DIMENSIONS ARE IN MILUMEIERS UNLESS OII{ERIVISE NOTED.2-ALL CONCREIE SHALL BE REINFORCED CONCREIE.HOYVEVER CONCRETE STRENGITT SHALL BE
STRENSIH SHALL BE AS pER DRAWTNC NO 3737/1O2/1O,/GNSO012.
3-RANFORCEMEM FOR REINFORCED CONCRETE SHALL BE DEFORMED ROUND BARS OFGRADE 60 CONFORMTNG TO MSIflO M-3l(ASf,M A6'5) WITFI MINIMUM VrELD-STRENGT}I Or420O Kg,/Sq.crn (60,000 psi).
4-4!L F4CES OF CONCREIE IN CONTACT W]I}I SOIL SHALL BE DAMP PROOFED WIIFI 2 I-AYERSOF BIruMINOUS MATERIAL
s-ItrtNG fl,Aus SHALL BE AT -45 gEG FOR SKEW O, HOWEVER AT SKEW, tI SHALL BEFINALIZED AS PER SIIE REOUIREMENI.SECTION A_A WING WALL ELEVATION 6-FoR FURTIIER DEIruq sgpEx ro Dp1yTNC NO 3737/1OZ/TD/cNsoolz. ,;.i':ffi,
{n4-
t%#rm*#
co|dR|cln .Ffir il$ f,nEtslp c r!@ firp.)EtF. tE'ft iltH |AIER S'tOp t Jo,o@ (tr".)
- -
TENDER DRAI,IJINOS
iN ASSOCIATION WITHMM PAKTSTAN (PW.) LTD.
HAKLA {M-1). .._3* p.! lc{AN .sc.To8w4Y
PAC6AGS-I1 {RET'}{ANI ffiEIL TS KOT g.&r,lAN}(sEcTr0N - $D)
Trt'E Bsx\cur,vrgRT
GENE*AI, ARRANGE}dEN?NANONAL HIGHWAY AUTHORITY
@TPACIE
coAts 0F HOr ilruyo{
WPICAL SECTION(FOR STNGLE CELL)
REINFORCEMENT DETAIL(FOR STNGLE CELL)
REINFORCEMENT DETAIL(FOR TWO CELL)
APPROACIi SU8300 ]HEK(sEE NOIE !t0.7)75 BUNDING @I{CREIE
IWO COAIS OF c. Jr. crYP.)BTruUI}bUS IAIRAL(s€E NorE 5) TAIERSIOP
75 LEA| COICRE|E
TYPICAL SECTION(FOR Tu'/O CELL)
NOTES:-1-AI DiltEt{stoilS IRE tN y[J.lxErERs ut{t-EFs orHEilvts€ M,IED.2-RUD lt{ts 0R nNe tN @l{ltx{cnoil u8}t 0IHER RE.EV t{r3-AI COI{CREIE S}uI BE RENFORCO @I{CRETE HOEVERsriB{cTH sMrJ_ BE ls pER onrnnc rc ttTroiuniuciriibll,+-RENFORCETaAfT FOR iENFORCED COilCnEtE Sll^l! EEDER'RI|ED RdJND aARS OF (cf,toE eo) covonxrro ro tsnor-Jt(Asril &io) fin{ ururiur vtao'srnorrr oF
- '--"-1?.OO kgl4,n (6O,OooerD,
5-AlL_frC€S OF CO|{CREIE n @tttAGr ffDt SO|L S}l|lr BE DAnppRooFED rlH z ut€Rs oF gnuxnols"rlrniar
ffiAl{ULAR R& fafiER^l_ (4!to lid) sr{rr tr mM|s rr r^vryllg_lai fiil:.[AItRA_ (1so xgd._!! r]__-B€ pRovtoED [{ lry€Rs rc ^cHtElEffi 'for"mmrff 6ry"ig"B.H;6;p"itrtb1irN"cG-&snxcsorrer
"Hliff ffi. H?,ffi H.Y..m,.ffi '[ lH HT*'i,*.
REINFORCEMENT DTTAIL(FOR THREE CELL) TENDER ORAIJI|IIIGS
APPROACH SLAB REINFORCEMENT DETAILS
TUO COATI OF
TYPICAL SECTION(FOR THREE CELL)
E&!W !14 ElUr ruac-org osi mrr ffi
GOVERNMENT OF PMISTAN
NATIONAT IiIG}IITAY AUTHORITYIN ASSOCIATION TIIII
,rHffiMM PAKTSTAN (PW.) LTD.
r{AKr,A (U-1)TO D.I KIIAN UOTORtrAY
PACKAGE-U (REHIIAM KltErL TO KOT BALIAN)(sEcnoN - nD)
TTIU SnlGLE & uttLTI CELL Box ctrf,vrFf,sCENERAf, ANRANCEXENT &RM{FOBCEXE}IT DETAtrS
RCEC CEII DIMENSONS REIXFORCEMENT
sPx{ }IgGHTsuE SIZE, SPACING & LEN6I}I OF REINFOrcEMEM
BOT. MP Dfi. :M. B A R S ' 0 1 ' BARS t2' BARS ,OJ' EARS'04' BARS ,05. BARS'05' MRS '12'
lvl p 'PCG. SPCG, tzE ;Pm- sPco, SPCG.
2000 2oo0 .xn fs ,E *1 t50 #4 26 f5 240 ts 150
2000 450 450 t5 'r50 t8 f6 T4 {4 2m t5 200 #5
t0o0 450 450 f6 t8 l6 t4 {4 200 t5 200 t5
/m00 4000 500 400 t6 ,8 150 f8 t9 {4 200 t9 200 t5
.2,
ONE CELL BOX CUTVERTS
TABLE ,2" RLL COVER O.5O TO 1.5OM
TABLE '5' FILL COVER 1.50 TO 3.OM
Tlfo CELL BOX CULV.ERTS
TABLE "2, FILL COVER 0.60 TO 1.50M
TABLE '4" FILL COVER 3.0 TO S.OM
1 - WORK THIS DRAWING IN CONJUNCTION WITH OTHER RELEVANT
RLL COVER 0.60 TORCBC CEI DIMEf,SONS RENFORCEMENt
;PAI HBGHTSI-AB ll[ stzE, spactNc & tlNcTH 0F RANFORCE|TEMi
BOT. TOP D('. E}II. BARS '01' BARS'02' BARS .05'B RS '04'
BARS .05,B RS t5' eans '12 '
D sPcc. itzE tsPcG. 'cc. SPCG. SIZE ';tzE sPc6,2000 2000 350 t5 I6 ta r50 I1 {1 t5 200 x1
2000 300 t6 *6 #6 l1 * 200 ts ts3000 t6 {8 il6 l+ ,1 *5 200 tc
.100O 450 450 400 ,8 #E 1 5 0 f6 #5 ,1 2@ l5 mo fc
-3, RLL coVER 1 TO S.OmRCBC CEII DIUENSONS REINFORCEMENI
RBCHT STAB WATI SIZE SPACING & LEN6IH OF REINFORCEMEW
BOT.TOP Dfi. ENT. BARS '01' BARS'O2' BARS .03,BARS'04' BARS
'05'BARS '05'
B A R S ' 1 2 '
2000 zil l1 t5 t5 r50 ,. ts 200 #3 2@ ,4
J0o02000 I00 t5 ls t5 l1 1 5 0 # x1 200 ,4
J00o J00 #s t5 t5 150 #4 t 5 0 F 200 x4 200 ,1
,{000 4@O 450 450 400 #6 t6 ,6 150 t5 1 5 0 # 11 200 ll
FILL COVER 3.0RCEC Ctl! DIMENSTONS RtrNFORCETTENT
suB IYALL SIZE, SPACINC & LEI{GTH OF RtrNFORCilffi
BOT. toP B(r. ENI B A R S ' 0 1 ' BARS '02'BARS
-03'BARS'0,{ ' BARS'05' BARS '06'
BARS 12'
2000 2000 300 JOO J@ I1 150 t5 il5 i1 ,3 200 t3 2oo l1
m@ J00 t5 t6 #6 ]1 t1 200 l+ 200 t5 150
3000 300 f6 #6 t 5 0 to 150 t5 l1 x4 ,5
4000 4000 450 450 4{X) t6 'E 'E't50
,5 {1 2@ I1 2@ t5
TABLE '1' FILL COVER O.3o TO O.6Om
E 8C CEII DilTENSbNS
s P l HEICHT SI.AB wil__ , ]qaE, SP/AC|NC & LENqIH OF REINFORC4TENI
toP DC. EHI. BARS tol BARS '02 aaRs t3' BARS t4' BARS .05' BARS '06'B,CRS'07' affs '08'
BARS'09' BARS'12'll T2 iPCG. SPCG. ;PCG, sPcc. stzE sPco.
2oo( 2000 J25 300 ,6 150 t6 ,. t50 ,5 1 5 0 ,4 2@ ;o l6 't50{6 t5 t5 t5 150
5oo(2000 425 125 t6 t50 'E tr 150 #3 |4 200 #s 200 *E t50 #5 15 r50 #5 *6 150
3000 425 425 250 l8 la ,r 150 t5 ,4 mo #5 200 t8 't50 t6 ls 150 #5 150 ;e 150
40(x 4000 500 450 'E 1 5 0 t8 ,8 ,5 150 fs 200 #6 200 IE 1 5 0 fE t50 to t50 t6 t6 150
RCBC Czu DITENSIONS
HEIOHTsre w[
, SIZE, SPACINO & TENGIH OF RRNFORCEMENTt0P Dfi. EM. BARS '01'
BARS '02' BARS'03' EARS'04' EARS '05' BARS '06'
BARS 'O7 aARS -08'BARS '09' BARS 12' SARS 13'
ilze sPc6. itzE
t00l 20@ 300 250 t0 t5 1 5 0 f5 x4 150 ,+ 200 t5 200 t5 t5 ,5 150 v 150 I4
2000 350 500 t5 t5 150 # F 200 t5 200 ,6 150 t6 l5 to r50 t5 150
3000 go0 2fi ,6 f6 1 5 0 #6 {1 t50 f3 200 I3 200 t6 t6 t5 #5 150 t5 r50
o0( ,1O00 4.ti0 ,+50 400 t6 150 ,8 #6 t5 t50 *4 200 15 200 'E 130 t6 ts l. t5 150
acgc czu otuerustons I RENFtlRcilEtrTSP^}{ HEIGHT
suB IYALL slzE sP ctNG & t,ENgTS qF RETNFORCEMENIBOT. TOP E(t. E1II. MRS -01' BCRS t2', 8AR9 '03'
BARS'04' MRS t5' BARS'06' &{FS'07' BARS '08B RS '09' B{RS -r2', BARS 1J
w2
2000 2000 250 ,4 t5 #5 150 l+ {3 200 ,5 200 ts t5 h 150 f1 #1 150
30002000 300 J00 250 ts r50 ,s 150 i5 ,4 150 to 200 ,+ 200 f6 t6 l4 t1 #4
J000 JOo J00 500 ,5 ,5 t50 fs 't 50 *1 t5 200 ,4 200 *6 150 t6 150 t4 t4 l1
4000 ,lOO0 4oo 400 250 f5 t5 150 t5 #5 t1 200 ,4 2o0 #6 f6 #4 t50 ll F 1 5 0
4- FILL COVER 3.ORCBC CE:II DIUEIi$ONS RgNFORCEM${T
HEIGH's ts WALL sizE" sPAclNo & t-ENGtH 0F RENFORCEMEIIr
BOT.TOP D(T. EM. BARS'O' BARS T2' EARS'03' BARS'OI S A R S ' 0 5 ' BIRS '08' B A R S ' O 7 BIRS '08 acRs '0s'B A R S ' 1 2 ' aARS 13
!'rcG.2000 250 ,5 to f5 l 1 t3 200 t3 200 t5 f5 150 f4 ,+ t42000 t6 t6 ,6 x1 ,* 200 ,1 200 ,6 t0 {1 ,1 ]4
3000 3oo t6 t6 t5 r50 l1 r50 x1 200 l1 200 t6 t6 i1 ,1 #4000 450 450 ,100 l|6 150 tB #6 ,s ,+ 200 t1 200 #6 #5 150 l1 150 tl {1 t 5 0
TABLE .1, FILL COVER O.5O TO O.6OM
RCBC CEI! DIMENSIONS
PA HEOH' STAB WAI,I slzE, sPActNc & ENSTH OF RUNFORCEITEMBOT. toP D(t. ENT. E A R S ' 0 1 ' BARS '02'
BARS'OJ' aARS'04' MRS '05'BARS -06' aARS '07' BARS'O8' a A R S ' 1 t ' B{RS ''t2'
B A R S . l J 'vl 12 tvt vt2SPCG.
00( 2000 300 #6 t6 #6 t5 T4 200 to 2U. f6 t50 t6 t50 t5 t6 t6 t5 l54{X} 400 300 il8 t8 t8 ts i4 200 t5 200 ,8 t6 150 #5 l50 TE ,E 150 t6 r50 t5 150
o0c 4000 sfi) 500 450 300 f8 IE 't50#8 t5 150 f5 200 t8 150 t5 f8 :50 t8 l6 t6 :50
RCBC CEt! olMEN9or{s RE]NFORCEMEi{T
HECHTsuB VJAII SEE SPACING & LENCTH OF REINFORCEMANT
80T. TOP Dfi. :l'II. BARS '01' BARS'02' MRS '03'BaRS '0f BARS '05'
EIRS'06' BARS '07',BARS'OE' uRs ts' B A R S ' 1 0 ' B R S 1 1 &rRs '12'
ilzE lsPcc_BARS ''t3-
tv1 vl2
x1 mo t5
tPcc. SPCG.20(x) 350 F ts t5 ,100( 200 t5 t5 1 5 0 t5 f5 r50 t0 fi t50 ,1
00( J000 350 100 t ! 150 ,5 t6 l+ t1 m0 ,5 200 to t6 150 is f6 f6 il5 fsoo( ,too0 450 450 400 f6 t8 t6 t5 x1 200 t6 200 t6 t6 t5 150 fE 150 f6 t5 150 #5 1 5 0
TABLE'3' RLL COVER 1.5O TO J.OmRCBE CEI DIMENSIONS
iPAI t{EGHISI.AB wu SIZE, SPACINO & IENG'H OF RBNFORCEI,IEMT
pfi. ENI. BARS t'' BARS'02' BARS'03' aARS '04' BARS '05' EARS'06' B\RS'07' BARS b8' BARS foS'BARS'13'w T1 SPCG.
t00( 2000 I1 1 5 0 x5 t5 t+ 150 ,5 2@ ' J t5 tc ft t5 150 ,5 l1 150 l1
o0( 3000 500 300 J00 250 t5 ls t50 t5 I4 15() ,3 200 f,J 200 ils ua {a 150 f5 150 ts l1 t+00( 40oo ,lO0 400 350 16 t6 l4 ,1 200 fi 200 f6 fo r50 x4 t5 15 r50 *+ 130 p
TIIREE CELL BOX CULYERTS
PAKTSTAN (PW.) LrD.
MM PAKTSTAI{ (PW.) LTD.
rraKLA (M-1)TO D.I KHAN MOTQRTAY
ACT(AGE-U (REH!{AM KHEIL T0 KOT BALIAN)(sEcrToN - uD)
i l t E
DESIGN PARAMETERS I'IITHREINFORCEMENT DETAILS FOR BOX CULVERT
NANONAI HIG}IWAYDRi{WINC N0.
3737 /rO2/CD /BCR007
2 COATS HOT SITUI{EN
9UU T?
SECTION B_B(FOR H=1000-4000mm Max) RgINFORCEIIEN'
sHovfi{
SECTION A_A(FoR H:4000- BOOOmm Max)
DETAIL 'B'CUTOFF UAL
RENFORCEMEMI
SECTION B-B
WING YTALL-FOOTING
SECTION A-A NOTESr. FBR GENERAL NOTES REFER DRAVING NE, 6NSOOTE.?. DIHENS10NS VITH 'x' MUST Si coNilcMeo nr strg,3. THE LENGTH VIN6 VALL VILL TE AH,WALL-FOOTING PLAN TENDER BRAWINGS4. THE IEPTH EF GRANTJLAR FILL SHALL TE DECIDED AS PER SITE REOUIREMENT
HOVEVER 450nn (Mqx) SHALL BE PR0VM! IN CASE FBUNIATIONDO NET ACHIEVE 952 MDD CEMPACTIBN.
5. F:oR I}IMENSII]NS AND BAR SIZE REFER TtI DRAVING NA 3737/IO?/CD/'VRO}AA,IN CONJUNCTION VITH SECTIT]N A-A & 3-T (STEEL REINFERCEHENT).
DETAIL_'A'
GOVERNMEM OF PAKISTANMINISTRY OF COMMUMCATIONATIONAT I{IGITWAY AUTHO
NANONAL ENGINEERING SERVICESPATCSTAI\i (PW.) LTD.
IN ASSOCIATION WIfi{'MM PAKISTAN (PW.) tTD.
r{AKr.A (M-1)TO D.I KHAN MOTORtrAY
PACI(AGE-II (RE"t{lAI$ KHEIL TO KOT BATIAN)(sEcTroN - uD)
TTTLE Box CULYERT ".IfING IIALL
Sr. No.
Height (m)DIMENSIONS
B BH BT D1 D2 T1 T?,NEW
1 1.00 1.50 1500 500 400 300 300 ?,50 300
2 2.00 3.00 ?200 1400 500 300 300 250 300
3 3.00 4.00 3000 1950 700 350 350 250 350
4 4.00 5.00 3600 zzo0 1000 400 400 250 400
c 5.00 6.00 4400 2700 1U00 500 500 e50 500
6 6.00 7.00 5000 3000 1400 600 600 250 600
7 7.00 8.00 5800 3500 1600 700 700 250 700
REINTORCEMENT DETAIIS
TENDER DRAn|INGS
Sr. No.
Height (m)REINFORCEMENT
NET R01 ROz R03 R04 R05 R06 R07 R08 R09 Rl0 R111 1- 1.50 #3@1e5 #8@t25 #3@100 #3@125 #3@125
#3@125
#3@225
#3@225
#3@?,25 #3@250 #3@150 #5@Z0O #4@1502 ?Pg #4@?25 #4@?,25 #4@t75 #4@125 #3@225 #3O250 #3@150 #6@?00 #4@1503 &'4 #4@1?,5 #4@L?5 #4@t50 #6O200 #4@2OO #3@200 #3@e00 #3O??5 #3@1?5 #6@e00 #4@t504 tl- 5 #5@200 #6@e00 #4@150 #6@t?5 #4@t?5 #3@175 #3@175 #3@e00 #3@tz5 #6@200 #4@t5O
5-6 #5@175 #6@175 #+@tz5. #6e100 #4@100
#6@150
#4@275 #a@275 #3@t75 #4@175 #a@2oo #4@1506 &-7 #5@100 #6O100 #5@200 #8O150 #4@2?,5 #3@?,25 #4@275 #4@175 #6@200 #4@1501 ?-8 #6@200 #B@ZOA #5@t75 #8@125 #6@t?5 #4@ZO0 #3@200 #4@?'50 #4@t5o #6@e00 #4@150
NATIONAL HIGIIWAY AUTT{ORITY
ENGINEEBING SERVICESAKTSTAN (PW.) Lm.
IN ASSOCIATTON IfITHMM PAKTSTAN (pW.) lro.
irAKr4 (M_1)TO D.I KII,A,N MOTORTAY
PACrseE-lr (REHIIAM KrrErL TO r{oT BArtaN)(sEcTroN _ uD)
TTTLE BOX CULVERT
REINFORCEMENT DETAILS
SEEDETAIL 'A'SEEDETAit 'A,
PLUM @t'lCRElE
PLUM CONCREIE
P\rc vrEP Hot! 100 DlCzn c/C (StlccERED).
RLTER TAIERIAL2001200x2O0
_{"o DErArx'
Pl/C WEEPazm c/C
+ NLTER IAIERIALI aOOrzOOreOO
CONCREIE 25omm CONCRE:IE 25Omm
TYPICAL SECTIONRTTAINING
OF PLUM CONCRilEWALL TYPE 1
TYPICAL SECTION OF PLUMRilAINING WALL TYPE
CONCRilE2
TYPICAL SECTION OFRrrAtNrNG/BREAST
PLUM CONCRFTEWALL TYPE 3
TABLE:.
TYPE- 1
nrc 1001ilt DtA
TYPE-2 TYPE-3o<40 '
TYPE_3o>40 '
H(' )
B(m)
a E n 0.802.OO 1.002.50 1.40
3.00 1.70
3.50 2.OO
4.00 2.404.50 2.705.00 5.005.50 3.J0
6.00 3.706.50 4.007.OO 4.40
7.50 4.70
8.00 5.00
FILIER IIAIERIALAT WEEP HOI-ES
r-!99.-{99.p1t2fu| | _ | | - l _
DETAIL ,'X''
NOTES
1- AII DIMENSIONS ARE IN MILUMEIERS UNTESS OTHERWISE NOTED.2- WEEP H0L€S F/C PIPE 100mm Dlq SHALL BE STAGGERED AT AN INTERyAL OF 2m VERITCAL
AND HORIZONTAL AND AS $DMOMLLY DIRECTED SY THE ENGINEER.3. IHE SLOPE OF WEEP HOLE SHALL BE 1 IN E FROM BACK OF THE WALL TO IHE OLTTER FACE
OR As DIRECTED Bf T}IE ENGINEER.4- TYPE OF RETAINING WAI SI{ALL BE DECIOED SY IHE ENGINEER AS PER StrE CONDIIIONS KEEPTNG
FOLLOWING IN VIEW,5- PLUM CoNCRETE (2:t CONCRETE TO SrONE RiCTtO HAVING SIONE SIZE RANGING BEilEEN Z0O-3OO)
8E MUZED.
6- TY?E 1 R TANING WAIJ SI-IAII BE PROVIDED WHERE THE ROAD IS WELL AWAY FROM THE MLLAH,RIVER/RMNE.
7- TYPE 2 RETAININC WALL SI.h!L BE PROVTDED WHERE T}IE ROAD IS IN CLOSE VICINT|T OF THERNER/RMNE OR CUFF FACL
8- T\?E 3 REI-AINING WALL SI.IALL EE PROVIDED TO RErAN I{E SCREED MATERhL (BRErSr Wru-).
9. SINGLE FACE BARRIER SHALL BE PROVIDED AT TOP OF RETANING WALL ATID AT OTHER HAZARDOUSLOCAIIONS' GUARD MIL SHALL BE PROVIDED lF ntl- HEIGH > 4m OR AS DIRECIED By THE ENGINEER.
10. \ERTICAL SLOPE TO THE OIJIER FACE OF THE RETAINING WALL TYPE 2 CAI{ BE CHAI,IGE UPTO 1 tN 10.
11- PAYMENI FOR WEEP FIOTIS AI{D FILTER MATERIAL IS INCLUDED IN lHE COST OF O1HER MMS ANDSHALL NOT BE PAID SEPARATELY.
0120150 C/C
ay SINGLE FACE BARRIER(ABOliE RETAINING TAI,L)
DETAIL ,A,le?
H(m)
E(m)
1.50 n a n
2.00 0.802.50 1.003.00 1 .205.50 1.50
4.00 1.80
4.50 2.OOt r n n 2.305.50 2.606.00 2.907.00 3.40E.00 J.90
FI
( ' )B
( 'n)
1.50 0.802.OO i n E
2.50 1.40
3.00 1.70? F l . | 2 . 1 4
4.00 2.404.50 2.705.00 3.00E E N ? ? n
6.00 4.007.OO 4,70
8.00 5.50
9.00 6.0010.0c 6.60
1 1 .0C 7.2012.OO7 t n
H(m)
B(-)
1.50 1 . 1 0
2.OO 1.40
2.50 1.703.00 2.O03.50 2.304.00 2.704.50 3.005.00 3.605.50 3.906.00 4.306.50 4.70
7.00 5.00
I]INATIONAI, ENGINEERING-SERYICES0{ \ RIZWAN FIAIG DRAI'N Bf RAA S}IAROHAKLA (M-1)
TO D.I KHAN MOTORTAYPACT(AGE-U (FEHUAM KHErL TO KOT BALTAN)
(sEcTroN - uD)
I t E
. TI?ICAI, PLUU CONC.REIAINING TAIJ. DETAIIS
SCELE
ffit61* lttt&$N.s.El\I vr TAIUDIIrI\.
FlIr+orrAN (PW.) LrD..IN ASSOCTATION WITH
tMmtl
HHlilun PAKTSTAN (Pw.) LTD.-
. -\tsFneral Man:oo" SUBMIIIED F'
' : ! f f i r " t s u r r u t l r r v { v v u [ l v l ! t v 4 l l v l ! !
,#F*u 1J1,1,1oNAL I{IGHwAy AIITT{oRITy
I F oecrron NESFAf( RECOIIIIENDED B\
ol i . . td€€tI CHD.^A. Er DAIEMARCH, 2017
DRAWING NO. REV.
REV, DA1E DESCRIPNON APPRO|/ED APPROI'ED FY 3737/LO?/TD/ RVP009
coATs oF HOr $ruMg{ E
THYI
APPROACH Sl,A8uto rHld((sEE NOIE NO.E)
75 B.INDINC COI{CREIE
collPAgtEDJGRANUI.AR FII.I
c. Jf. 0r".)WAIERSTOP
75 I.EAI{ CONCREIE
TYPICAL SECTION(FOR STNGLE CELL)
REINFORCEMENT DETAIL(FOR SINGLE CELL)
REINFORCEMENT DETAIL(FOR TWO CELL)
ryPICAL SECTION(FOR TwO CELL)
REINFORCEMENT DETAIL(FOR THREE CELL)
NOTES:-I-FOR GEI{ERTL HOTCS REFER DMWNG M). CI€OO12.2-AI. OflANSONS ARE IN TIIUJIIEIERS UNIESS O$ISRTISE NOIED.
3-READ lHtS DRAWT{C tN Co|{,lut{Cnoil snH 0!fl0 M,. plssoosc a.OIHER RELR'A{T DRAWII{GS,
4-AL COtloRElE Sl{Af HAvE XlN. CTUNDB SREltcIH 0F (r0OO pcD.
5-REII{FORC€['$|T FOR RENFORCED COilCRETf SMI.! BEDEFORilED R(XJND EARS OF (GRAOE 60) CoilFOiltNG rO ATSHR)ta-3l(ASII' A615) WrrH l{tNHUlr vEtD srRBGrH 0f12oO W4.6 (00,000ps't.
TYPICAI- SECT|ON(FOR THREE CELL) *.
6-At FACEi 0F COi{CRAE N CONrICT $Il{ SO|L $tAlt BE oAl|pPROOFED YJIIH 2 |tItRS OF SruilINOIJs IIAIERAI-
7-GRAI{UI,AR FIII TATERIAL SI{^|.L BE UID tN IAYENS ̂r{O COITPACIEDtrIH TIAI( ORT DENSIIY OF 957TABLE ,,4,, FILL COVER 3.O TO S.OM
E-THE APPROrcH SUB ALONO WTDI ST'PPORI KEf IN WAII WIU EEPRffDED @rEss llr^N tsoo.
APPROACH SLAB REINFORCEMENT DETAILS
SPACING & LENG'IH OF RSNFORCEMENT
r,.iriln GOWRNMENT 0F PAKISTAI'I';Hl
MTNTSTRY 0F CoMMUNICATTONS,,ffih,, NATIoNAL HIGHWAY AUTHoRITY
PATCSTAN (PW.) tTD.IN ASSOCIATION TITH
ffiMM PAKTSTAN (PW.) LTD.
HAIq,A (M-1)TO D.I KHAN MOTORTAY
PACr(AGE-U (REHUAM KITEIL T0 KOT BALTAN)(sEcTroN - llD)
IIILE SINGLE & MULTI CELL BOXCULVERTS GENEML ARRANGEMENT
& REINFORCEMENT DilAILS
1 . GENERAL:r.r spEonc ro pRoJEcr oNLy AND sto{JLD BE 5,
REAo tN coN,,uNcnox tttu rHE phoecr spgqncATtoNs, stRugruRAL ENqNEERTNGDRAh!NoE RErvANt coNrRAct coNDtrNs AND B{ctNEEa's tNsrRuct|o{s
1.2 AtI oRA$N!S SHrnt BE co-ORDtNAlED ff,]l,t oIHER SpECtALTyDRAnNcs ,/ DETALS. xIY DISCREPANCY, EnRoR oR REcltFIcAToNIF REQTJIRED, S}IAT! BE BROUd{T,]O .lI{E
NOIICE OF TI{E. ENdNEERFOR NECESSARI AFPROVAL : '
1.1 AII D|I,B{SoNS,ARE tN iltuUEtRES Ar{D EtgvATONS tN IETRESUNllSS SPEqNEDOTHENUSE
r.4 ArI EtrvAIO{S $o$il oN DRASTNCS ARE RNTSHED ST RF CE. I.EVE.S UNLESS NOIE OT{BWS€.
1.5 AII- D(POSED @NCRTG CORNERS, EDC€S ANO ANqIS SHA! BEC1IAIFERED OR FUT'ED 2onm x 2o mm UNI..ESS SPESFIEDoImRwsE
1.6 THE CONIRACTOR SHAI S,8UIT, COilPLSIE YEI}IODOLOGY FOR DfTENENT!1!!L^lT^Ef,s_.!l!F.-a(_clvfit0N//EAct(RuNq DEWAEnTNG/IRANAGE, coNcREnNguFnNGy'-AUNclltNc 0F dRDas, JotNts AND posr TE{sio,ltNc Erc'FOR AFPROVAL OF ENSNEER.
1.7 SULPHAIE RESSTANT CSUENT SHATI BE USED tN Co}TCREIE FOR At! ptERS / ptt FS.
r.E AII. FACES OF Coi{CREIE IN ABU'I'EN'IS AND SINO WALI.S INCTNIACT WITI{ SONL 5}IAT! BE DAYP PROOFED firH ilO COATS OrA:TUUNOTJS UAIERIAL AT NO DCIRA COST.
1,9 AI! DGOSED EJRFACES SHAI HA\G CI-ASS 1 SJRFACT FOMT RNIS}IUNIESS SFECIRED OIHERWIS€.
DESIGN SPECIFICATIONS:Z1 AASIIO TANDARD SPESNCANONS FOR HICHT'AY BRDCES -
ztxE-z2 Er PiloliJAN CoDE 0F PRACTICE FoR t{tcHwAy BRTDG€S -1967 (f,}tERE
APR.ICABI,E)
SEISMIC LOADZJ Zo|{E-28 Oil SASilIC RIg( UAP OF PAKSTAN PREPARED
BY IHE CEOLodCAL SSRVEY OF pAKtSr N WFH yAXIUttACA.ERAIION A-0.2c lS APPUD. :(E RrH oUAXE FORC€ lS CALdJLAIED AS pER SPEdRCAI|O{0F AAsflIo IRFD CIDE mro, lHE SIE llEs tN s8silto zdE-28
LI\E LOADS:3.1 SNGTE t^NE OF CLASS 'A^' (ytUTARy LoADtNc TANK 70 ION) OR
rHRtE / FOJR I-^NES 0F CUISS 'A' LOAD|NG,oF IESI PAXTSIIN @DEOF PRACIICE FOR HIqJY'AY SIDGES- '1967 IITIC}IEVER GOTGRNS.
3.2 l_Stlcl.g LOAD 0F 95 kN (21 Xb) ON 3{Dmmx60o mm AREA FOR tHEDESIOI OF DECK E.AB O}ILY.
MA'IERIALS:4.I ALL IHE I'AIERAI-S AND TORXMANS{IP SIAIL BE ACCOROING IO 'II{E
AASTITO SPEGRCAIIO{S AND AS'I' SfAND^RDS D(CEPT IHEREutnIRED BELOS, gR tN .PARICi.JLAR SPEORCATO|IS ANDSPECIAL PROVISo|IS' OF IENDER DOCUI'ENTS,
4,2 COf{CREIE
C(}|CREIE CIASSIRCAION AND SIREilGTHS 9{AII BE AS PER TAEIE gVEil EELO#coilcRgtE CLASS 2E DA\S
C"YUNDER SIRENGIH KgAsCm
CONCRE]E COVER:T}IE MINIMUX COVER TO RBNFORCEUENT SHAI.I BE AS UNDER UNLESS
FOUNDAIIONS:8.1 ATI II.IE E(CAVAIION FOR OPEil FOUNDAIIONS / BOX CULIERTS SI{A!
BE SI'B.ECTED ID INSPECION BY TIIE ENdNEER PRIOR TO POURNGoF @ficiElE
&2 oRANULAR Rll- IIAIERIAL (450nm yox) SHALL BE PROVTDED tN LA\GRS TO ACt{tE\€ R€eUtEDBEARING CAP^OTY AND @I'PACIIO{ 9'T MDD tN CASE D(SNNG SOL AT FOONNCNOT AUruFVIO AFORESAID REOIJIREYANT.
&3 'IHE I.ENGIH OF PTITS ARE IOITA'IT'E. PII.E DESGil SHAJ BE DGCUTEDOI{ lHE BASS OF SOIL D@LORATORY BORING BV IHE @NTRACTOR A}IDSIIAI BE HilruzED AFTEn RSilLIS OF ftE PIIE LOAD TEST.
E./+ A[ AAUIUENT PII.-ES SHru BE CASI AFIER CONS]RUCIIO{OT ROAD ABANKHENT.
8.5 PILE LOAD TEST:ofi/ilo P|lrS Slrour"D BE CASI, AS SHOWi{ ON DRAV{NGS AilDAT LOCAIoI{ DIREC1ED BY IHE ENGfr{EE& FOR PIIT LOAD IEST. PILE3.IAI.I 8E IESTED UPTO 2.5 NUES OF lHE DESIGN LOAD. RI.E LOADIESTS SHAI BE CARRIED CII,IT AS PER ASTI' DESTGI{ATION D I11,'-67 AND lET RESI,'LTS $IAII. BE gJ$TIfl@ TO *IE ENqilEER FORAPPROV L CITNSTRUCno|{ 0f HOnK|NC PILES SFTAIJ_ Conr4ENC€AFIER COTT4rI|oil AND IN'IERPREIAIION OF]EST RESULTS
8.6 PROOF LOAD TESNlHE WORXINO PIIJS S}IAII BE COIIS:IRUCIED AS PER lHE FNALDESICII. AT TEAST ONE OF TI.IE SDRKING PILES SHAL Bg$,B.ECIED 10 PROOF LOAD iEST Ifi}I LOAD ONE AND A HAI..F NXESlHE DESICN LOAD.
A7 PLANMNO FOR LOAD IESIS ST',PERVI9OIII, INIERPRFIA'O{ OFRESUL1S AND LOAD CARRYNC CAPASTY ANAL)5S SHAT BECARRED OT,T BY IHE ENGINEER.
8.8 AEHND III€ ABUIUENT AND TINC WATs, COYPASTE GRANULAR BAO(FILLS}IAT! BE PUCED IN II}€RS OF THICi(NESS APPROPRIAIE IO IHE COTPACTIO'{EQT,IPTIENT ENSJRING A UINII'UY IN SlU COMPACNON OF Sst U@IRED PROCrfi,
JOINTS:9.1 IHE CONTRACIOR SIAII S,,BMIT COUPI..EIE LAIot,T AND DEIA'LS OF AII
@.ISIRUCIOI JOIN'S FOR APPROVAL OF THE ENCINEER9.2 COIICRETE N DECX SIAE SflAJ AE FLACED N N'[I SIDIH. NO
@IISIRUSIION .'OINT STAU. BE PERTITIED, DIAPHRAGITS AND DECK5L B SltAtL BE CAST IOt{01|lHtCAt!y. O(CEPT AS SltOUt{ q{ DRAHNGAT LOCAIIo|{ FOR NSTAILAIIO{ OF OEANSION JOINls.
9.J CINCREIE FOR THE BARRERS AND SIDEWAI.XS STIAII- BE PLAGD NOSOONER l|{Ail 20 DA]E AFTER PLAONG OF CONCREIE IN lHE OECX SLA8.
g.+ UNIISS SPEGRED OIHERHSE oN DRc. ALLOWABLE MOIEI|ENT BEITEEN YAXMUMAND tllNltluu oAP ARE 50nm lN IHE DlREClloN OF 'IRAmG
D(PANSO{ JONTSTTIET' S{AII BE INSIAIED AT TEAST ONE TIOX1H AF]ER COXPT.EIINC rHE DECI(OR ACHIEVINO REOIJIRED COMPRESS\ESIREI{GIH OF EEO< SLAE S{IS{EVER ISEAruA IN BLOCX OJT PROVDED AT IIME OF POIJRTNG DEC( SLA8. @ilrRACrORSIIAII. $JBMIT NECESSARY NST^ITAIION DETAILS FOR ENGINEER'S APPROVALBEFORE STARIING IHIS ACIIVITY.
10. BAR BENDING SCHEDULEDSTATLED BAR BENDINC SCHEDULE SI|ALL BE PREPARED BY THECONTRACTOR AND SIJBI'ITTED FOR ENONEER'S APPROVA.LAP IINGIHS AND STANDARD HOOKS STtAtL BE AS dVEN BELO*
90'180 '
Bending diometer : '- SIIRRUPS AND COLUMN TIE BARS : 0 = rtd
F O R d < O R = l 6 m m .- OIHER BARS HAVNG D < OR = 32mm :
G R A D E 6 0 : D = 8 x d
I I E '
PROTEC]]ON WORKS:OMX EO€S gtA|t BE PNOIECIED TIIH CIA$-B RIPRAP,15D DOUI{ SEAlt & 10rn UPSIREAI| 0F BRTDCE ^s S*tOtN ofi oRAIrNe
]ENDER DOCUMENTS, DRAWNGS & CONSTRUCTION DRAWNGS:IZl ]INDER DRATINGS ISSUB) IIII}I IENDER DOC1JYENIS ARE 10 APPRITSE THE BIDOERS f THE GANERA
NAruRE ll FAIR IDEA OF IIIE IIORK ]O PREPARE BOQ & IENOEN DOCUTENTSEICNEER 9{AT F$,E}IE D TAIID CONS'RUCNON DRAWNGS & SUc+l FIELD SKETCHES FROil NITE TO IIIE AS NECESSARYFOR lHE EAS8 OF CONSIRUCNON,
IZ2 'HE MNIRACRN 9{AT CHECX AtJ. CONSTRUCNo|{ DRATIING AI{D COI{TRASIA5 SOON AS PRACTICABLE AFIER RECEPI THERE OF. AND SHAIJ. PROTPILYREP OF ANY ERRORS OR O'ISSO{S IHERE IN PRTOR TO SrARI OF ATIY
ADMIXruRE C_lOOOIN ORDER IO SEAL ?IE @NGIEIE AoANSI WAIER PENEIRATIO'{ FROT AI{YCONSDERABLY DELAY @RiOSON OF RENFORCEI'ENT AND DEIERIORAITCI{ OF
, I.SADING TO CREA1ER DURAEUTY AND LOI{GER STRUCruRE UFE FfiFOR PILES AND C0LUIINS f,nHN 1.5m 0F CR0JND SURFAG A!{D DEO( S|_ABEOI.'IVAI.EI{T SHAII. EE ADDD TO '}IE CONCREIE SIRICILY FruOTING
SGAFFOLDING:AI SCAFFqONG ST(AII- gE OESIGNED BY IHE CON]RACTOR &IHE TFAqRC MO\6IENT UNDERT{E IU SUG{ SCAFFOt.oTNG HAyRATAN UNOASIRTJCTED.
LAUNCH1NG OF PRECAST GIRDERS:@{IRACTM SHAT SUBMIT lTS WORK STAIEilANT FOR UFNNGIHE gROERS M THE EilCNEER FOR IIS APPROVAL UFNNG !FCRDER SIIdJI,"O EE OO{E OURING NIETT NU€ AtO SF DATS]D A\/ltD IRAFFIC DTSTUREANCE
METAL WORK:15.1 YAIERIAS IO BE IN A@ORDANCE ST{ THE SFEGRCATONS.1n2 AJ. UELDED CO{SIRUCICI{ UNTESS OTI|ERV|S€ NOTED.1&3 AIJ- SIEEL TO BE PANIED OR GALVA.IIED AS OIREC]ED BY rHE15.4 AI STIEAR EDGES TO BE GROJND [email protected] A!! bEljs 9{Atl- 8E 6mm @fiINOtS Ru.EI ytEt-o, FrOn
ELECIROOE UNIESS OftERHSE NO1ED Ot OR^trINO
LIST OF SYMBOLS AND ABBREVIAIIONS:IHEORENCAL ELONGANO{ OFPRESIRESSXG ]ENOONBOTIOT/BORE I{O.ECONSTRUCTIoI{ JONTCEI{TREUNECENTER TO CENTERDtAt|El6D(PAt{gq{ ,XINTEACH FAc€EtfvAltct{FAR FACECALVAI{IZED IRo|{q,ARANIEED ULNilAE IEHStr SIRENG(or ene*nessNc ceaus)INIEM{AL DIA.EIERINNER FAC€UEIERillullrflERNEAR FACENATURAL SURFAC€ LEVELPROFILE GRADE LE\ELsrl{rgtRcALxtPIHtCI(TY?ICALEGW AI{CTE IN DECREES
TABLE NO.1(r) sPUcE LB{crH tN 'tENgON
(ill) $TBEDUENT tlNClH tN lENgoN(o) II,P EARS
r|{) mm25 nm
25 mm25 mm
50 mm75 mm
50 nmaO mm
14 .
I R
APPROACII8oTIOf'IOF
30 mm
75 mm
,10 mm
rfo mm
5O mn75 mn
BEAII, DIAPHRAGIT
s-AB
FoUNDAnofil10P
. BoTrcil A SDE9,,,.,........,.-.---.
f ,usEAR1H SDEo+rER soE
1 -I t .
z.B .
OarC JT.e -c/cDIA"O(P. JT, -
elqJTS
RENFORCEDtisiic-riiiil arnroen, AppRoAcH sus]REslrORC@ A3(PIEC PtEre, DECI( S-^8, DlApHRAGtl, f,rNG WALLCURTAIN WALI. SHEAR KE]S. @IICREIE PAD,RE}fORCED CO{CRETE BEAI, IRANSOII.AAU'HENT S€AT, WAII5. CI,'LVERTS.UNOERPASSES ETC.LE^tt- - -PRES'RESSED- - - - - - D I
4.5 RENFORCEYENT
RE}€ORSNG S'EE.9{A[ BE DEFORUED ROUND BARS OF INIERMEDIAIEcRroE (GRADE 60) CoNFORMTNC rO AAs}tTO U-U (Asn A-614twtIH HTMUUM yE"D SIRENGIH OF a,200 KslSq-Cm 160,m0 pEt).-
4.4 SIRUCIURAL SIEELTIAIiI SIRUSIURAL $EEL SHA.T @NFORY 10 ASIU A-36 HAVINGlllNmJY I1ELD SIRENC'IH OF aSOO KoAq.Cm (J6,OOO ort). BOLIS ANDNUIS SHALL @ilFORU tO AS|U A-JO7 0R EOU|VAITNT.'$E.DS SHATLcoiFoRy To A"rf,s (AyERCAN vGrrNc ST NDARDS).
4.5 PRESIRESSIIG STEEL
PRESTRESSNC S]EEL SilAII B€ NORIIAL RELAXA:IIOI SIRANDcoN{Fofi{tNc To AAsHto t 20t (A.$il A-416), mADE 270 HAVN6lltNuuy ulltxA]E lENstE SIRENGTH 0F 19,000 KglSC.Cm (270 KrD,
4.6 BEARNO PAOS
BET&NG PAI'S SHAIJ. BE ELASTOilERIC AND TAYTNAIED CONFORIIINGTO AASI{TO SPECIRCAIONS FOR HICTIWAY BRIDGES NEOPRENE OF 60(s-n R0) REoUTREDI|ENT. MSflTo y-751.
4.7 DUqlS FOR PRESIRESSNO- FB CABtf t27mm, lD SHAI! 8E > tr - 6J mm- FUI.I.Y CTLVANIZED FERROI'S HETAL SIiEATH IHIO<NESS >
a - 0.5mm g{AU BE USED
L6 S|EEL 1U8SALL SIEEL 1U8ES S}IAII COIiIFORM IO ATU A-501 HAMNG XINIHUI'YA.o SIRENGIH 0F a5o0 Kglsqom (36,000 pEt).
- HAENAL FOR CONCRFIE COIERBAR SJPPORTS SHAU. 8E FRECAST ITORTAR BLOO( PI.^SIC ORTETAL SUPFORTS' IIORTAR BL@KS SIAIT BE @I.ISTRUC]ED ANDCUR@, lHE YINIT'U}' COMPRESSIVE SIRENCIH OF TORTAR USEDFOR BLOC|(S SilAtl EoIAL IHE MtNiltult CfllpRESslr/E STIRBTGIHOF CO{CR TE FOR IHE S.'RUCII,RE IHEY ^RE USED IN. IIORTARELOCI( g,PFOR'S S}IN]. EE AT'ACIIED IO'THE SUPPORIED BARBY T€ANS OT I6-CAUG[ URE CASI IN 'IHE CENIEn OF EACHELOCK
PRESTRESSED GIRDERS:
5.,I GIRDER TOP S}IAIL BE ROIJO{EXED TO A FULL AT,ruTJDE OF 6 mm.6.2 GIRDERS S}IAI.! BE IN$AUTD N lllER @RRECT POSTION O{
BEARINOS BY LAUNCHNO AiID S}IALL BE ]EUPORARILY BRACEDUNTIL CASTNG OF DIAPI{RAqIS
6.3 IF UFNNG YEilOD IS USED. GNDERS SHALL BE UFIED FRO'BO]H ENDS USING UflNC HOIES / STTEVES BY XEANS APPRO\EDBY'IHE ENONEER
6,4 IF LAUNCHING IS USED IHE I'AXI|UU CANIITEI/ER OVERHANG S}IAIINOT D(CEED 3 n
POST-TENSIONING:7.,| A )rulll-stMtD PosI IENslo{|NG sysrEra $al EE us€D.
7.2 AtL CAE|.ES SHA|! BE STRESSED. SIIULTANEdTSLY FROI BO]HENDg IN 'IHE fiDER SPECIRED Ot lHE DRA{IN6.
7.3 CABI! DOENSON INC1UDES A PUtI-lN UARctN 0F 6 nm AT EACttSIRESSING END,
7.4 IHE .'ACI(ING FORCE CAELE ELONGATION AND LOCXINO SI.JPPAC€SHAI BE IN AGTORDAI{C€ SlI{ IHE DRAUINCS ANY DEVAIION ORVARIAIIo}.I I'UST BE REPORIED IO THE ENCNEER BEFORECONTNUING STRESSINO WORK
7.5 rHE CABL! AX|S I|USI @tNCtoE T|lti lHE ANCHoRAGE AXSBE}llND THE ANCIIoRAGE FoR A lINc'lH OF AT LEASI 1o00mm ORTRUHPET ENCIH. ${CHEVER I5 GREAIER.
7.6 SJITABLE SIEEL CHAIRIY FRAI'ES 10 IIOLD nJE PRESIRESSINCCABTI DUC1S AIID RENFORCBIENT IN IRUE PO$IIO{ AT ADEOUA1EtNtERVAt-s (RANG|NG FRil 0.8 TO 1.2 UEIER) S||AI BEPROVIDED.
7.7 PROVISONS $I&L BE HAOE ItI IHE B{D ANCHORACES FOR CROUTNGlHE CABI! DUSIS II'TEDIAIELY AFIER TENSO}$NG. AFTENS€CUNNG fiE END ANCIIORAG€S, ALL CABLES SHA|J- BE PRSSUREcR()t,TED IN IHER DI,ldTS IN ACCORDAICE trI'H IHEsPEOFtCAltot{s.
7.8 INIERI'EDIAIE GROUT \IE{IS $.IAII BE PROVTDED NEAR THE LOf,ESTPAR'I]S OT IHE CABI.E PROFIII AT AEOUT IIID-I.ENGIH OF IHECAA|.ES. CAEI.ES S}IAII Bg CROUTED AFTER SIRESSINC SITH FEB-FLO$cA8LE/ FLOV|CASLE-5o 0F EOUTVALENI AS AppiOVED By tHEENGINEER AXCHORACE POO<EIS S}IAII BE RU.ED *IIH 2IOKGAO. Or (5000 PsD C0NCREIE UgNc t0 lAL Dohli AOGREGAIEAFTER GRCTJ'IINC AND IBMTING CABIES.
7.9 lHE FOIIOIINC SHAII BE ASSIJIIED IN lHE CALCULATIOIT OFIHEOREIICAL ELONG IOil. Ac
- MoDULUS 0F EI-ASIqTY, E - 2059467 KgAq.Cn (29,@0 krD- @EmCENt OF Fi|gnoil - O.8 / rgd,t6,- tYoBBtE CoEmqB{T - 0.0055 /mrtT.- DRAW-IN OF IIEDCES FOR.
0,5' (l27nm) SIRTND - 5 mm.
7.10 UNI.SS NOIED OIHERTIISf, IHE CIUNDER SIRENGTH OF COI{CREIE INPOST ENSONED CROER AT 1RANSFER SIAU. BE NOT ITSS ]HANJ50 KsAq.Crl (5,000 prt).
7.11 q)TPLEG PRES'RESSINO IE}IDONSHIG}I IENSI! CAB1ES AS SPEOFIEDHtrr)( )IgrAL S]|EAIHS, COUruNCSPRE SIRESSING ANCI{ORAGES, 4II'AND 0lllB A@ESSoR|ES ,/
sltaL cotirssr 0Fi, ALON6A|1H CoRE: INIERVAIS,UE AL SPACERS
a IDr.FmmmN.FN.gLP.G.Lsllt.Til
Tt".o
4.
7.
2a5 (35oo pd)
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105 (1,500 pd)35{t (s,mo Dd)
1 1 .
12.
(b) oruER BARS
f)K' SPLI€ LEI{GII.i mm
F ,1 F F 17 ,8 F ,t0 tt1A O 5!r0 7fi 905 r065 1580 rff5 203! tza6 21gC2AO 175 650 790 9/+5 t570 176€ ts00 2180350 326 4it5 5{O 650 9t5 1205 l160
(tD sPUcE LENGTH rN COMPRESSTON
SPf.lC€ f.O{clH (mm) lN CottPREssOil (Fn122oKo/a1
Bor Slp t5 )1 F ,6 fl F ,e ,r0 fl1l9|raL-idth g)0 380 /|aO 670 765 66( s55 1050
. ' ' l
GOVERNUENT OF PAIflSTAN
NATIONAL HIGHWAY AUTHORITY
NATIONAL ENGINEERING SERVICESP.ATffiTAN (PW.) LTD.
IN ASSOCIATION TrrI{MM PAKTSTAN (PW.) LTD.
rj
HAKLA (M-1)- Tb D.I KHAN MOTORTAY
PACKAGE-II (REI{UAM KTTEIL TO KOT BAIJAN)(sEcTroN - ltD) DRAWING NO.
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REINFORCEMENTNOT SHOWN
CONCRffi (75mm llt.)
CUTOFF WALLSCALE 1320
r 3 0 0 ,
--.y'/4il:nL'A'
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D ETAI L_ 'A'SC,ALE 1:20
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#60300 c/c
D TAIL_'B 'SCALE 1:20
TENDER DRAIII'INOSREINFORCEMENT SCHEDULE
NOTES:1 FOR GENERAL NOTES REFER DYVG. NO. PlGNSOOl2.
2 READ THIS DMI/VING WTT}I OT]{ER RELEVANT DRAWINCS.
WALL ILEVATION
BOTTOM SLAB PLAN
APPROACH SLABREINFORCEMENT
SCALE 1:25
GOYERNMENT OF PAKISTANMINISTRY OF' COMMUNICATIONSNATIONAI HIGIT$TAY AUTHORITY
PAKTSTAN (PW.) LID.IN ASSOCIANON WrTI{
ffi! MM PAKrsTAl.r (PW.) tTD.
HAKLA (M-1)TO D.I KHAN MOTORTAY
ACIGGE-U(REHMAM rcmIL T0 KOT BAI;IAN(sEcTroN - uD)
RoAD UMERPASS (6000 x 4oo0) sl"a8& ITAIJS (REINFORCEUEM)
DRAWING NO.
3737 /70e/cD/vPoots
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DESCRIPTION
3737/1O2/m/ ci'O1PRESTRESSED GIRDER OUT LINE DETAILS 3737/1O2/m/ qlzGIRDER REINFORCEMENT DETAILS 3737/1O2/rD/ C1o3
iiiiF{a GoVERNMENT 0F PAKISTAN1# MINISTRY oF coMMuMcATnffi*., NATIoNAT HIeFIITAy AUTHo
ENGINEERING SERVICESAKTSTAN (PW.) LTD.
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nAKr,A (M*1)TO D.I KIIAN MOTORVAY
PACI(AGE-II (REHIIAM KtmIL TO KOT BAIJAN)(sEcrroN - uD)
LIST OF FLYOVER DRAIVINGSra l Manager
ORAWING NO.
3737 /102/rO/BRO14
50 D€, JT.
APPROACH SIAB300 THrcK (rYP.)
2nd. SrAGEEMBANKI'IENT
wrNc Yrar crYP.)
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$ REFER PLA{I}PROFILE DRAWING
SECTION A-ASC4I.E l:150
r't00 G.lDRAIN PIPE CTTP.)
PRESIRESSEDGTRDER cnP.)
SHEAR KEYCryP.)
DIAPHRAGI'OYP,)
30m LoNc CfY".)
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1. FOR GE}IERAL NOIE REFTR D$G. NO. GNSOO12
2. WORK lHls DRATIING IN CON.IUNCIION WIIHOIHER RET.E\r'A}TT DRAWINGS.
3. LE{STH OF PILES SHOVN IS IENIA]TVE & TILL BEFIMIIZED AFIER PII."E L(ND IEST.
gCONCREIE PAD(,tooxso0x75)
LAITIMIEDBEARING PAD g]"(30(h,+{X}x52)
I srso I' (rlP.)
GOVERNMENT OF PAKISTA].IMINISTRY OF COMMUNICA
TIILE GENERAL ARRANGEMENTPLAN, ELEVANON AND SECTIONS
FLYOVER AT 1+O2O
HAKLA (M_1)
TO D.I KHAN MOTORWAYPACKAGE_II (REHMAM KHEIL TO KOT BAI,IAN)
(sEcrIoN - ilD)
ENGINEERING SERVICESAKISTAN (PW.) LTD.
iN ASSOCIATION WITH
Hl*Eut't PAKISTAN (PW.) LrD.NATIONAL HIGIITfAY AUTHORITY
HOIE FOR 75'UMNG PIN
la{DoI{S oYP.)
REFERENCE CO_ORDINATES
DIAH{RTGil ELEVATION (TENDON PROFILE) 30m GIRDER?9ECmJ-Tn- fl
SECTIONAL PLAN B-BSCAIE t:15
DETAIL OF ANCHORAGESCAIE 1:15
RECESSESEND VIEW OF
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DRAWING NO.3737/1O2/TD/ DO016
KE.V.
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. 225 . 225 . 225 . 225 . 225ffi(min)
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EYE FOR FIXINGDRAW CORD
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TYPICAL CROSS SECTION OF SERVICE DUCTS ACROSS H(PRESSWAY
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SIZE OF DUCTS(As r-ArD)
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TEI,EPHONE CABI,ES 4 TYAY)SECTION C-C(FUTURE DUCTS FORWATER UNES)
DETAIT -A
R.O.W MARKER
NOTES1. ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS NOTED OTHERWISE.2. SERVICE DUCTS WILL BE PROVIDED AFTER ONE KILOMEIER INTERVAL OR REOUTREMENT,
SPACING & POSITION OF SERVICE DUCTS SHALL BE COORDINATED BY THECONTM619R WITT{ THE CONCERNED AUTHORMT DURING CONS-IRUCNON WTHAPPROVAL OF THE ENGINEER'S REPRESENTATIVE.
5. COST OF WOODEN STOPPERS, DRAW CORD, GS F/E, SPLTNNG OF PIPES,PROVISION AND WRAPPTNG OF POLYETHYLENE SHEET, CUTTING AND JOINING WITH.EX|ST|NG DUCTS AND/OR ANY OTHER TNCTDENIAL WORK SHALL BE DEEMED TO BEINCLUDED IN THE COST OF PIPES AND OIHER REI.ATED ITEMS IN THE BOO.
4. DRAW CORD SHALL BE ENENDED UPTO THE DUCT MARKER AND TIED TO THE GS EYE.WPE OF CORD SHALL BE AS APPROVED BY THE ENGINEER'S REPRESENTATIVE.
5. WRITING ON PRECAST MARKERS SHALL BE ENGRA\ED.6. DIAMEIER (D) OF SPUT DUCT FOR PROECNON OF D(ISTING SERVICES AND THAT OF
ADDITIONAL DUCT SHALL BE AS DIRECTED BY IHE ENGINEER'S REPRESENTA]IVE.7. FLEXIBLE JOINTS SHALL BE PROVIDED AT MAXIMUM OF 5OOO IN CONCRETE
SURROUNDS.
ARRANGEMENT OF UNDEBGROUND DUCTS FOR RETOCATION OF OVERHEA.D EI,ECTRIC
DUCT TYPE NO. DIACONCRETE
(M1EECTRTGAL (2 WAY) 2 225 0.680
TET.EPHoNE(2 WAY) 2 100 0.135
rcEeHoNE(4 WAv) 4 t 00 0.219
WATER (1 wAY) 1 300 0.419
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02 V $6rteraf Manaqer RECOilXENDED E
01 I E eec( | ( . r . f l tJF_. : . i f rAI CHD.AER. FT DAIEMARCH, 2017
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, t 2 B | n s a D c y ' cm* t |Baf f iFx33
NOTES: W
r- Alt DrMENstoNs ARE tN MLltilErERs uNtrss sHowN onEni,vsa \c\2- MEDIAN CATCH P.tr & CROSS DRAIMGE PIPE S}IAL 8E PROVIDED AT
Loc noNs WHERE HoRtzoNrAL clJRVE. < 5000 Ar,tDlOR AS D|RE6TED Fy THEENGINEER.
J- DRAIMGE PIPES SI{ALL COIIPLY WfIII REAUIREITENIS OF HICHWAY DESIGNIIANI'AL 1994. TIINIMUM SI-C'PE OF CROSS DRAII{ACE PIPE SI.IAI BE 1.0i.
4- CROSS DRAINACE PIPE SHALL BE ENACSED USING C!NC. CU$ A' INCASE COI/ER IS I.ESS lHAN lHE DhI'EIER OF lHE PIPE fiEKNE$ OFENCASEIIENI SHALL BE ilINIMUM 250 A|.I AROUND.
5- lHE DEPTH OF CATCH PfI MAY BE INCREISED TO SUr SIIE CONDMONSSUE,,ECT TO APPROVAL OF IHE ENGINEER AT NO DORA COST TO lHEEIIIPLOYER.
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SECTIONAL PLANFgliloB@E{t DEUIJ
6- IHE GRATING AID FRAME SHALL 8E ITADE OF DUqNLE C.AST IRON, HOWEVERSI.IAPES OF IHE GRAIING T|AY BE CI|ANGED WIII{ APPRO/A OF IHE ENGINEER,SU&'EST TO EENG C{qPABLE OF TAKING HAV/ 1RAFFIC LOAD. AT NO DCRACOST TO THE ETIPLO\ER.
TENBER DRAtlIINGS
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DETAIL
SGA.E,ulri.r trL,,V&IfI\MllN l. 'AI\IDII|II o\ rL^..-,'ii SUBilTNED Ff
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02 HE E $ec t i o r r r oF . , ' , ?AK RECOTIMENDED B
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DRAWING NO.
3737/102/cD/P1 D001 6b
KtrY.
REg. DA]E DESCftm0N APPRSVED APFR$'ED BY
RLL SLOPE
Fr)A
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01 t12 O 2OO C/C
SECTION B-B
VARIES ACCORDINGTO RLL HEIGI.fI
SECTION A-A
t r l I
05 fi2 0 200
04 r12 O 2OO C/C450 DtA
PIPE SECTION D-D SECTION C.C
P IANCHUTE TYPE (A)
NOTES1. ALL DIMENSIONS ARE IN MILUMETERS UNLESS OTHERWISE
NOTED.2. CONCREIE CHUTES SHALL BE PROVIDED AT AN INTERVAL OF
sOM WHERE RLL HEIGI.(T IS MORE fiAN JM OR ASDIRECTED BY THE ENGINEER'S REPRESEI.TIATIVE.
3. CONCRETE FOR CHUTES COLLECTION & ST]LUNG CHAMBERSSHALL BE CI.ASS "A1 '"
4. RE-BAR SHALL BE GRADE 60 REINFORCEMENT STEE*99NC8E[E CHUTE rypE (A) SHALL BE USED AT OUTLETSOF MEDIAN OPENING AND AT OTHER LOCANONS OR ASDIRECTED BT THE ENGINEER'S REPRESENTATIVE.COLLECTION CHAMBER TYPE-C SHALL BE USED IN LIEU OFTYPE-B, WHEREVER LONGITUDINAL SLOPE OF ROADEXCEEoS 1.02 AND/OR AT OIHER LOCATIONS APPROVED ByTHE ENGINEER'S REPRESENTATIVE,TENUER BRAWINSS
02 o't2 o 2oo c/c
1tDMINISTRY OF COMMUNICATIONATIONAL HIG}TWAY AUTHO
NATIONAT ENGINEERINGPAISSTAN (PW.) LTD.
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coNcRETE CHUTE (1)
DRAWING NO.
3737/1O2/1D/ Doo17
FILL SLOPE
PROTECIION
1 5 0 1 r 5 0 0 | 2 1 2 5 , , 1 2 5
- -
l l I i 4 r s L o p E l l S l E l| | | | | | ' l 8 l
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VARIES ACCORDING
TO RLL HBGI{I
?
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o1ztt12 0 200 c/c
SECTION D-D
NOTES
TENDER DRAtluINfig I 1 - ALL DITIENSIONS ARE IN MILUMEIERS UNLESS O1HERWISE NOTED.
t50
nN
o08 912
o12 0 200 c/c
SECTION C-C
CHUTE TYPE-B
SnLUNG CHAMBER GABION MATIRESS' /TVDT-A\ PROTECNON/ (ryPE-B)ptAN, / r N. -( \ l 7
OVERNMENT OF PAKISTAN
NATIONAT HIG}IWAY AUTHORITY
AKTSTAN (PW.) tID.IN ASSOCIATION TTrlT
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5. EDGE PROFILSS OF SUPERELF/ATED PAVEMENI AND SHOULDERS SHALL BEFREE F'ROM IRREGULARTIIES. ROUNDING AT POINTS A,C & E SHALL BEACHIEVED USING A 20 MSIER MINIMUM \ERACAL CURIE.
6. IHE FORMUI,AE USED FOR CALCUU{ION OF TNNER & OtmR TRs ARE AS UNDER:-
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F.o/ERHETD RruND TroN (RsooJiA)
EI,EVATIONO\IERHEAD INFORMATION SIGN
FOR 2 I,ANES
NOTES:I. AII DIHENSIONS TRE IX I'IITJITEIERS UNI.EiS O]HERTISE SPECIRED.
2. LOCATON OF GAI{TR/ SI{AI! BE FDGD Bf lHE ENENEIN'S REPRES€NIATT€ AT SfiE.
3. CillrlrRt BEA|I AND CoLtAlNs SHAII BE H IcH - PANIED tN BUCK AilD \EurU @LOUR t|rrHTIJIIINOUS PANT UNIESS OIHERTE|S OINE TO TT fiE ENCINEER'S REPRESEIITATIVE,
4, UNIEF OI|{ERLIE NO|ED, @NCRE|E S}tAl! BE CUSEinED AS FOLl-or,tS.cot{cREIE ctlss 28 DAr6 (t5x3o Cy) C|NDER SIRENCIH Kg/tq. CmRENFORCED A 210 (Jooo p.i )
5. AI SrF[rCruRA STEEL ( ptAlES, SHeEt, CXlllNEtS ^rrO nroles de, s]rAlt coilFoRu TD AsIilA-56 OR EQt,|}' LEilT fflH lrlNllluL Y1ELD STRENCIH OF 2iE Kg,,/Sq, CU, (95,000 pd)
6. AI IELDTNC SllAlI @NFORX rO lHE APPUCABLE pROVEilOI€ OF AW.s ( AaER|CAT{ ryE-DtNO SOCtEftcoDE Alr uEtD[{c ELECTRoDES $.hl.L clNFOnr TO ASIX N0. E 700(
9. CONIMCIOR 9Mr! SUBMTT rc IHE ENENEETS REPRESAfiATTIE. FAMICANOfi DRAWING TIIHCOYPI.EIE DETA$ OF ITATERNL A'I{C fiN $EGHr A{D StrES FOR APPRO'A. EFOREPROCEEDING TfiH @NSIRUSNON.
10. Il{E UlNlUUl, CONCREIE CO/ER 0F 75mm. gtAll. 8E pRovtoED Ot{ SIEEL tN FOOT|NG,
11' 'IHE EASE PTAIE oF rHE coLllxN sflAl BE LEvEtED A|tD IHo{ cRoutED ff|H Not{ sttRlls( cFour
7, ltlNlltuy SZE OF RLlEr reLD SMu- BE 7mm. D(CEFI OIHEnvlsE NOTED,
E. AI til CCESSIBIE SIRUCTM! SIEEL SESIIONS Sln[ BE CtvEN tto COATS OF
USII{O STTNDARD APPROED PROCEDURE
12. AL AICHOR BOLTS SI{AIL BE HOT OPPED GALVA{|ZO.
15. ,'OIM IN THE MAIN SIEEL PIPE TAY BE OF FIA{GE TYFE SUANECT TO fiE ENGINEER'SREPRESEMATTVE APPRO'A.
14. ALL reLDli SIU'IL BE 8mm IHIG(
15, Co|{TRACIoR UAY US€ ALUMINUH pU[E (3mm TH|CX)FOR SCri F Ce
16. NT,|S & BOLIS FOR CIA4PS SHAT BE SPOT E.OED AFIER IC}|IENINC.
BETONE FTONTAIOI. AT EOERIOR FACES S}TAII BE PANIED f,NH IrO cttAls OFFAaRCATTON A{D ERECIION, AS pER D|RECnON OF IHE ENctNEdS REpRESE[rAtr€.
DEIAL 'E (RS0O50) r L-tOOrrOOx.tO 5f S0Ox!00r10
PI,AN
AKTSTAN (PW.) tID,. IN ASSOCIAITON WIrII
MM PATCST.A,N (PW.) rrD.
r{aKr,A (M-1)TO D.I KIIAN MOTORTAY
PACKAGE-I (REHMAM KtrErL T0 KOT BATJAN)(sEciloN - uD)
IIILE GANTRY SIGN TYPE _1TYPICAL DETAILS
SUPPOFMNCENIIRGED VIEI|DETAIL'P'
rRss uarbER
L-10&l00xl0
roorlqhlO
L-85x65rE
SPACER AAR ? 96OxJ00xt 695x120x10
L-50150|6
AUI'INUM SHEEIJnm (IHICK)
DETAIL-.A' ELEVATION(cussEr PurE t{or sHowN)
SC*rrlJ - l:10
DETAIL .H'SC IE - 1:10
SIGN DETAIL-REAR VIEWSCAI,E - l:25
SIGN DETAIT-SECTIONSCILE - 125
DETAIL .A'-PLANSCAI.E - 1:10
BOLT il22(m.)
AIK
F-l!g-.t| | rrL-l(xlxtooxt0
,14 ltoL€s .r-.1--7,12BoLTs
N | |#
l * l o o l t o lffi
IK
SUPPORTING A}IGIEScAl,I - 15
6
t 4:{xrooxto
rt/+ l{ot-Ese I-T
. 9 0
-=='l-JU3
SEC. K-KSCAI! - r:5
SECTIONAT PI,AN J-J(orz u-norrs ARRANGEMENT)
SCrrrlI - l:3
SPACER BARSCAE . tr5 L-1(xlxl 00xt0
DETAIL .8,-ELEVATIONSCAI€ - t:10
DETAIL 'B'-PI,ANSCALE - l:'10
PERIXEIER Attl5(h5ox5 ti
50 TIEARNO
E-500td@x10
v SECTION T-tSCrr'E -'1310
DETAIT .D'-PI,ANSCltE - lrl0
75 IH|CKBUNONC COilC.
ENI.ARGED VIEW-'P'SCN.E - 1:5
DETAIL .C'-PI,A,NSCll.E - 1:10
SECTION M-MSCrrl-E - 1110
DETAIL .F'
IIEDIAN BARRIER
I 0OOr'l l0x1O
TENDER DRAUIINGSBOLT y22,E-60Or90x10
I B0Ox10Ox10 t-8oor6ox10L-too.tofit0
SECTION N-NSCALE - 1!'lO
DETAIL-.G,SCrrLE - 1:'10
SECTION PI,AN O-OSCArE - l:25
NOTES:T. AL DITIENSIO'{S ARE II{ XILUT'ETEre UNI€SS OIHERTTISE SPECIFIED.
2. FOi GO{EML NOIES REFER DIf,C.NO. t7n/rczilo/Wn
r2ts.1
GOVERNMENT OF PAKISTANMINISTRY OF COMMUMCATIO
AKTSTAN (PW.) LTD.iN.ASSOCIATION INTII
MM PAKTSTAN (PW.) LTD.
zuKr,A (U-1)TO D.I KIIAN MOTORTAY
PACKAGE-U (REHIIAM KHEIL T0 KOT BALTAN)(sEcTroN - llD)
ITTT€ GANTRY SIGNTTPICAL DETAILS
O ozs L= 2tt86 @ o n L= 3450
@ ozz L= 5200 N=15 @ ozz L= 5200
FRONT VIEW SIDE VIEIT
@ o z L= 3400 N=27 @ orr L= 900 N=12
I
T_o lo l
l z o o l
@ o ts L= 1519
PI"AN 6lv L = 1 1 1 9 N = 1 2
l-lL I
RE - BAR DETAITS
SECTIONB-B
,/,
/ r I
TENDER DRA\|uIN$$NOTE:-1- AT OMENSIONS ARE IN TIII.IJMEIERS UNIESS NOIED OII{ERUSE
2- MATEru,AL AND REB,AR USrS SHOWI{ ABO/E AiE FOR GUIDAI{CE ONLY.
OF' COMM1}NICAIIONSTIONAL HIGHWAY AUTHORITY
NATIONAT ENGIMERING SERVICESPATSSTAN (PI,"f.) rTD.
IN ASSOCIANON TI1T{uM PAKISTAI.I (P\rI.) LTD.
IIAKLA (M-1)TO D.I KHAN MOTORTAY
PACIGGE-U (RgISlAr.U rcmu, T0 KOT BALIAN)(sEcTroN - ltD)
GAN1RY SIGNFOUNDATION DETAILS
,
f : - -
'93 HOLES FORIT'O ANCHOR BOLTS(ro0o LoNc)
SEC. PI,AN B-BScicu - 1:10
TIE PIA1EEOxl0
i _rSEE ENIIRGED,,/ vlEw'H'
A{CHOR BOLTr5ft(100o toNc)
DETAIL ,D,(srGN Pt.AlE NOT S*rowr{)
sc{.E 125
SEE DEIAL 'A'
A'{CI.|oR BOLTrJ&(l(x)o |oilc)
FOUNDAIIONsEE DETATL-'r'(RSor7)
75 IHICKBUNDING@NC. PUIE
JOO(ISOxlB
OVER HANGER INFORMATION SIGN SEC. PI..AN C-CSC.tE - 1:10
5IEEL PIPE){57,21-12-7
(2 EAcHx4)
DETAIL(CLAMP PLATE
'x'DETAIL)
SCAI'E -t.5* 'O BE A&'|USIED AT SIIE
CIAIP PIIIESECTION E_E
SCAIE -1:lOSE OEITL.TPI.AIE
PIPE l0oxlSOxlSq '-tr
T-n3l u ,,-iliHffi *
J-@Ezdu_t
'4572f-12.7 PIATE DETAIL 'D,
(scN PT.ATE oErA6)scAtE ,t25
'SUPPOFNNC PIAIEJOOx239Ort0 (rYP.)
PIA1EB5rh8tt0T-56
3OO(15{)t18
RIB DETAILSClL.E - l:to
rs:t HotEs FoRvlto ANcHoR Bolrs v
ANGLESECTION J_J
SCALE '1:25(1000 toNC) SUPPORTINGSCAIE -1;2.5
PIPE al 1i+.5r4.7E
3 rlrG( cePA{CHOR BOLTtSox(tooo LoNc)
WETDED rc NPEPU{IE
STJPPORNNG ANCLEL-i()x40x5 (200 !ONC)
l0ox1h(t25o)
El LB(FaDY20r70O'lOr45
Sf€EL*372
RIB Pt^]E100xrO(18i1 SiIEEL PIPE
1457.2lrEt.D€D Io.,SJPPORnNC t
FI"ANCE PIA1E50Ox18x5O0
HB PIIIEr00rlOr(t4rlomn) SIGN PI.AIEJ
(&uraNuy sHEr)-Mr e,c5 (2 Eod,'rl.tff'frt'jr_.rcx{}xs
,,:ifi*mI IHTCX CrP ITTELOED TO PIPE ENI,ARGEDVIEW .H'NOTES:
NL'ls TACK YIEI'EDTO TIE I AFIERAA'USTYENI
1, FOR C€NEML i{OIES REFER D*E. No. RSOO29.z Al. ultEt|sto|ts ARE tN tauJtaglERs uNt€ss orHERilsE SpECtFtED,3. A! STRUCTURAT SIEEL ATO NCTIOR BOLIS SfIAt! 8€ HOT DIPPED
UNI.ESS OIHEilISE DIRECIED 8r THE B{SNEERS RFRESENfAITI'ERiB DETAIL (OF DETATLSCATE -1!10
sDETAIL 'A'
SCILE - l:10!+. UNTESS OlHEftlS€ SttOtN, IHE tfELD SHOU|.O BE 6 THo( Co|fiNUOIJS Ftu-EI ilEt"O.5. 'I€ SCII NATE $OUI.O BE RMTED TO STEEL TEUBER OF S,,PFORNNC FRATIE
DEAIL'c 'n
).'/t t -t l
BTSE PiJIE? 850x8!t0T-35
oura[r(c;socE _fto \
Ga)CE=--=
CEE!ElJ.lAE
z,LLlt-
MM PAKTSTAIT (PW.) LTD.
rrAKra (u-1). TO D.I KHAN UOTOBITAY
ACT(ACE-U (BEHUAM KrrErL TO KOT BATIAN)(sEcnoN - uD)
t*tnmngrrrn cAr{TRy srcN TypE -u... TYPICAL DETAILS
NANONAL HIGHWAY AUTHORITY
SIDE VIEWSCrJt - 1:20
SEC. PI,AN N-NSCAI! r 120
SEC. PI,AN P_PSCALE - 190
SEC. PI,AN M_MSCAII - 1:25
lM w
{F
TENDER DRAvuI${ff$75mh IH|CXBUNDIIIG CON.
FRONT VIEITFOUNDATION DETAIL-1'(nsors)
(coNc. ouTuNE)SC lI - t:25
SEC. PI,AN L_LSGALE - 1:25
FRONT VIEWFOUNDATION DETAIL-'f ' {nsore;
(nuNron_cEtfENT)NOTES:1. Ar Ou$ui|ous tRE lN rflljllEtERs
UNI.ES OIHERIIISE SPECIRED.Z FOR GENER^L I{OIES R€FER DWG. IO. RgX'29
J. FOi GAIiIIRI OETAts REFEN R} REISVEI{T GAT{IR/ DRATINGS,
NANONAT HIGHWAY AUTHORITY
PAKTSTAT{ (PW.) tTD.IN ASSOCIATION VITI{
MM PAKTSTAN (PW.) rTD.
I{AKLA (U-1):. TO D.I KHAN- UOTORTAY
PACKAGE-U (REHUAM rcIErL TO KOT BALTAN)(sEcltroN - uD)
CANTILEVEB GAMRY SIGNTPICAI, FOT'NDATION DETAILS
hoz/m/ Rsooslc
J
zY LO -Hp; ^ F
r Y =o - -
STUBS AT 10m INTERVALS ANDAT THE ENDS OF PROTECT1ON(sEE NorE - 2)
LIMITS OF PROTECNON
SPACING
END STUB
SPACING
EMBANKMENT
(sEE NOTE-s)
t5001 STUBEXCAVATE TO NEATLINES, PLACE THESTONES AND GROUT.
EXPANSION JOINT(sEE NOTE-2)
EMBANKMENT PROTECTIONSECTION A _ A
| 2000 r
TYPICAL GABION WALL DETAIL
1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.
2. EXPANSION JOINT IN MORTARED RIPMP SHALL BE PROVIDED AT AN MAXIMUM INTERVAT0F 10m. TYPE oF MATERIAL To BE usED SHALL BE AS AppRo\ED By THE ENG|NEER.NO SEFRA:TE PAYMENT SHALL BE MADE FOR PROV]SION AND FJXATTON OF EXP'ANSIONJOINTS AND WEEP HOLES.
SUPPLY AND ERECTION OF STEEL ANGLE STAKES SHALL BE PROVIDED AS SHOWN ONDRAWINGS AT NO DffRA COST TO T}IE EMPLOYER,
IN CASE ROCK IS ENCOUNTERED DEPTH OF PROTECTION WORKS SHALL BE ADJUSTEDAS DIRECTED BY T]{E ENGINEER (MINIMUM DEPTH IN ROCK SHALL BE KEPT 3OOMM)
LOCATION & HEIGHT OF PROTECTION WORKS SHALL BE DECIDED BY fiE ENGINEER ONCOMPLEIION OF EMBANKMENT WORKS.
5(},6010 SIEEL A{GLE SI I(ES2500 lrNC AT 2000 o/c lN BOIHURECnONS (SEE NO!E-5)
GOVTRNMENT OP PAKISTAN
NATIONAI HIGI{WAYIN ASSOCI.ANON ITIn{
MM PAKTSTAN (PW.) rTD.
rrAKra (M-1)-.TO D.I KHAN. MOTORTAY
PACI{AGE-U (REHUAD{I KHE& T0 KOT BALTAN)(sEcnoN - uD) DRAWING NO.
3737/1O2/m RS0031
PRESTRESSED POSI 140x1,10SEE DETATL'B'
CONCRilE POST & WIRE MESH FENCE
Dfl'AIL "D"P L A N
DETAIL "C"
PRESIRESS VERTICAL POSTSECTION AT A-A
R.C.C LATERAL POSTSECTION AT B_B
(3000 PsD
EMBOSSED TENDER DRAIJI'INGS. LETTERING
_ r:-I rl--]l
^l ll ll-sIEEL cALVAr,*zEDEl
llrw ll Roo DtA 12mm
l-q"-,--TDFI'AIL "F"
(FENCE C|-AMP)(sEE NOTE-4)
NOTES:-1 - ALL DIMENSION ARE IN MILLIMETER UNI FSS NOTED
DffAIL "E,
2 - I-ATERAL SUPPORTS TO BE PROV|0ED AT t00m tNIEFr'AL tNSTRAIGHT REACHES At{D AT ALL Al,tcUt_AR vmnnOxi.
5 - ALL SIEEL FIXIURES SHALL BE GALVAI{IZO.
4 - MINIMUM OF ONE CI.ATIP ON EACH POST SMII. BE AS SHOWNDETAL 'T WHERE T}IE REST SHATI BE AS PER DETAIL 'D;
5 - FENCE. SHAI.T BE FIXED AS CLOSE TO TTIE GROUND AS POSSIBLE{T_lgc4l pqpRqsltNc, BARBED tYtRE sHAn ee nxED-uslNc
-
D0RA CLAilptNc BARS COSr OF ALL SUCH nnmxceuon sr{Al_r-NOT BE PAD SEPARAIELY.
3:T5I GMANIZED WIRE
10mm HOLES FOR TYINGeH,crNUNK MESH To Posr
DFIAIL "A"
GOVERNMENT OF PAKISTAN
NATIONAT HIGI{WAY AUTHORITY MM PAKTSTAN (PW.) LTD.
HAKTA (M-1)TO D.I KHA,N ilOTORTAY
PACKAGE-U (REHMAM KHEIL TO KOT .BALTAN)(sEclToN - llD)
WRE MESH FENCE
PAI|EIIENT MARKING L${ESSCAI! ttAD
FOR D|XEI'IS|ONS L & W1 T0 W5 (SEE TABTE-1) +l z r s o r o s o l l * t o . r u l
-- : -sI
Ig l^ ln fa l
I
L1 - BROKEN GUIDE UNE-WHMAt coftERt-b|: oF Di/DED (9cl) z-ur€ tff,G lo ure *prnnpl oF Dtm|D (t'tru Ht'l6
ARRO|E IYPE-I (SERAtCttT)
, l--J-l!!J (sE nrE-r)
L2 -BROKEN WARNING UNE -WHITEAt fPPROICT€t lO U,IXi (.{ rqrrb.ub, nrd..r oF,tf't ond !i.JcE)
ADDTTIONAI DETAIL FO8 IIEDIANAND CARNIAGE ITAY
ttqmn EG€ 6 3{d{.r
L3 - COMNNUOUS UNE - WH]IEAt cG}{ErL|* }aR mESEClFtF Alo At }O ilSStF ZDfES
R@ REBECIIE(sflqr PrE9
sflEs f h c/c
L4 - COMflNUOUS EDGE UNE -YELLOWAT EDGE Of PAIIETE{T Of AI IT\6
- - - -
L5 - DASHED LINE - WHITE
ARROIS flPE-rI (CoIIBTNED) TRAFFTC l.AliE (Ll)
ENTRANCE NOSESCI.E trt@
I
DETAITAT SEp4 trn OF nmtrcfi uNEs FR t rccaE itEfa/Eca.B mI uE
9f oJ- t - l l - - l Ft F - - - r - a r - - - r - - - - - - - - - r - - - - - - - r t
L6 - DOTTED UNE - WHIIEFoR oernF lErctE p rHt fitill t{tERtEErFfts
EDGE OF sflOuT.oa
l_r FO RtRlPllvE SnI's At rtd C/C(ile! F€
L7 - STOP UNE - WHITEAT [rESEttFfE rcnoSs Fl/E|e{t
Jf, TQLI t t , l'
I F - r r l l r r r r r t t r r r t r l r l r l ! t r t - r
L8 - TRANS/ERSE YELD UNE - WHIIEAT N|EFSEC|D|G tci6 FTVEE{I n DE S^rE FHtro|a AS It uf: .tl] ]pF rE ofG st ARRof,s rrpE-Itr (DmI.EcarcN)
K TR,AFFIC I-ANE, 0 5 , 0 5 ,
r t--l_|sJ- ENT
(tl)
(FoR <80 ronA) (FoR >60 rhlhr)
IANE SET.ECIION ABROf,S - ITIIITE
NOSE DETAILsc lE lllatrL9 - DOTTED UNE - YELLOW
FOR EDOE I.SG II€RE PTN(bF BATE ANE Pi'VD@ OUTSOE T€ U}€
In l--
PA\EMENT MARKING & ROAD STUDS DETAILS
NOTES :-
1. ALL DIMENSIONS ARE IN MILUMMRS.2. AT AppROACHgS TO INTERSECnONS/ROUNOABOUTS, CENTER UNE
oR L\NE SEPARAION UNE (11) BECOMES (t2) FOR A LENSTH = 150mAND COITnNUOUS UNE (LJ) FOR t AST 50m.
3. LENGTH OF STORKE IN (12) = TENCTH OF OCP IN MATCHING (L1)..+. LOCATION OF DIRECIIOML ARROWS, NOSES A|rtD SIOP StcN SHAtt BE
PI.ACED AS DIRECTED g/ lHE ENGINEER.
110 - COI{flNUOUS UNE - tVHmFoR DE"0EArFat oF utts oF nno6 *lr
TABI,E - 1
-41
t l
3ruI tF=lt @
fl tE{lI ttrtttI IEBIlst TENDER BRAt,uINfi$PI.AN SECTION A-A
REH,ECTOBISED PAYEMEM STTIDPROFIIE
RIUDUAY SPEED L(m)
w1 w2 w3 w4 w5
>16 llm/t a@ fr @ 20 /tO 1 @
{4
MM PAKTSTAN (PW.) LTD.
IIAKLA (U-1)TO D.I KH.AN UOTORTAY
PACT(AGE-U (REHITAM KtrErL T0 KOT BATTAN)(sEcfioN - ltD)
NANONAT I{iGHWAY AUTHORIIY DRAWING NO.
3737ho2nE/ PMSo032
3801 J801
(\tr\|o-.:ou')
TERMINAL ELEVATION(SCA|I:- 1:25)
SECTION A_A(sCllE- 1:10)
TT_ BEAM SECTION
SECTION A_A
1\V
1 5 0 X 8 0 X 6 m m 150 X 80 X 6mm THK
GOVERNMENT OF PAKISTANAKTSTAIT (PW.) rlD..
IN ASSOCIATION ITNH .
MM PATCSTAN (PW.) LTD.
HAKLA (U-1)TO D.I'KHAN. MOTORTAY
PACT(ACE-U (REril(ANr Krmrl To KoT EATJAN)(sEcTroN - llD)
NATIONAL HIGTilTAY A
3737 /120
fnETEVAITON
GEr$ 14
SIDEF|lr- tr)
BLOCK OUT PIECE
RAIL IT-BEAM ELEVATION(SCA[E- l:10)
TSIDE(s|r-to
PI,AN(sotlE- llJs)
RAIL BAKUP PI,ATE(scArE- t5)
23 x 29 9.0rIE) FOR S14JCE B0LT
(scArs- ldT.s)
MINISTRY.OF COMMUNICANANONAL HIGIfiTAY A
INAflONAL ENGINEERING SERVICES
;PArcsrar,r (pw.) tTD.r N-issoclAnoN nrTft
MM PATCSTA]T (PW.) LTD.
ITAKLA (U-1)TO D.I KHAN MOTORITAY
PACKAGE-U (REHIIAM KHEIL T0 KoT BAIJAN)(sEcnoN - llD) DRAWNG NO.
3737/120/rD/ cR0034
s=|ltJoHd
SNVId
sgc2 ct38g 5Fg,ug
tl i
oc'c)odoot\lro(.)tr)
1 I
(o
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oooqoo(\|c{rtaot t
o(o
+r-ll
lrl
PVI SrA0+,+,1O.00PM ELEV:2O9.00
K:199.76L\C:30o.0o
PVI STA!Oll00.00PVI E€\4211.10
Xt2O9.O2LVe 150.00
'0.62%
N=363241 8.9964E=740554.9i 94
COVERNUEIIT OF PNSSTANUINISIBY OF COIdUI'MCATIONSNATTONAL HIGTITAY AIIIITORTIY
D-ot:=z
sb.xll-T-
,.'
'[tl-1-
1 6
1 4
1 2
1 0
HgEF€ENATIONAL ENGINEERING SERYICESPMTSTAN (PvT.) LrD.
GOVERI.IUEMT OT PAISSTANUINISIRY OF COUUUMCATIONSNATIONAI HIGITTAY AIITI{ORIIY
(HAKLA ON M-1)TO D.I KHAN MOTOR.'fAY
PACiGGE-tr (KUNDAI TO KoT BAITAN)(sEcnoN - rrD)
PI,AN & PROFII,EKM: 1+40O to KM: 2+'100
.%o
oCD@
ot\
'%
GOVERNUENT OF PAISSTANu!!{ISIBY Or COUUUMCAnONSNATIONAL HIGITTAY AI.TNTORNY
k',:a?.,?qL I9
/,lf
ffiffi9FFH}IATIONAL ENGINEERING SERVICESPAKTSTAN (PW.) LTD.
ooo
GOWRT$iM{T OF PAISSTANUINISTRY OF COUXI,IMCATTONSNATIONAL HIGIItrAY AI.TITIORTTY
(HAIA,A ON M-1)TO D.I KHAN MOTORITAY
PAffGGE-rr (KUNDAL To Kor BAUAN)(sEcTroN - rrD)
PIAN & PROFII,EKil: 4+200 to KM: 4+900
i-:"fi?,?:,,"i+
GOVEBNUENT OF PAICSTA}IIIIMSTRY OF COMUT'MCATIONSNATIONAL HICEtrAY AUTIIORITY
xErFFtrNAIIONAI ENGINEERING SER\TICESPAKTSTAN (PvT.) LTD.
(HAKLA ON M-1)TO D.I KHAN MOTORWAY
PAcrGcE-rr (r(UNDAr ro Kor BALTAN)(sEcnoN - rrD)
PIAN & PROFILEKM: 6+300 to KM: 7+000
(cu - ttoil,cqs)(Nvrrve Jox o.L wqmny) fi-scvrcvd
,TV$,UOJON TIVIDT I'G O.I(r-n xo vlln)
'c,lr ('&ra) mvlsnrvaSSCIAESS CNIUSINICNS TINONVN
H*Ss*H
0o'+8 :n)l ol 00L+1. :fly
E:IUoUd ? |lYId
0t
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a
'000929C=N
N
I+i
,xod
oN
+N
ot ,+6l
N=3628000.oo|r,+(!E=731
(HATGA oN M-1)TO D.I KHAN MOTORWAY
PACKAGE-rI (I(('NDAI TO .KOT(sEcTroN - rrD)
BAUAN)
tzlcss=N Iooror/=.T-
-
CVOU HSVB VIVY\-/I
N
Ndool Nlulsvl
I
0000'009tC9i=_N l__0000'00t0tz=3 |I
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r{vJsDrvd do I'Mrru.nF o" 'EH#
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ffiHg#HH
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lltllllltlil tlllilll
iillrl
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iilldOOI N]UIS:M