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TRANSCRIPT
cOvERr{MEt{T OF paruSTAN a(tl 6t-"J--ean)
MII\ISTRY OF COMMUNICATIOI\SNATIOI{AL HIGHWAY AUTHORITY
HAKLA (hf-l)TO B.I.KHAI{ MOTORWAY
PACKAGE - xIA (REHVIARE KGIEIL - KOT BALIAI{ }
?HH$}ER trRAWENGS
F{SVEMBER, 2gT6
. lt '
LIST oF DRAI\II|{GS-
GENERAL NOTES
ALL DIMENSIONS SHOWN ON PIJN AND PRORLE DMWINGS ARE iN MEIERS WHEREAS ANGUI'AR MEASUREMENTS
ARE IN DEGREES, MINUTES ANO SECONDS (360' TO A CIRCLE)'
FACH DRAWING SHALL BE READ IN CONJUNCTION WITH O'IHER DRAWINGS.
GRID CO-ORDINATES AND ELR/ATIONS ARE BASED ON UTM ZONE 43-N.
MINOR CHANGES lN HORTZONTAL,/VERTICAL AUGNMENT MAY BE CARRTED OUT AT SITE WITH PRIOR APPROVAL
OF THE ENGINEER.
srRUcruRES SHOIVN ON pl-AN/pROfl!!: ABF SYMBOLTC. FOR DEi'AlL OF STRUCTURES AND PROTECTION WORKS;iE-ilIiEVANi ONAWIN-G. IjOWEVEN_OET'ruLED INVENTORY OF STRUCTURES SHALL BE PREPARED AS PER SITE
CoND|T|oN/REQUTREMENTS AN|D SUBM|TTED TO -fHE ENGTNEER FOR APpROVAL PRIOR i0 CoMMENCEMENT OF
CONSTRACT1ON ACTIVITES AT SITE.
FOR PAVEMENT MARKING AND ROAD SiGNS, CONTMCTOR SHALL SUBMIT DFf'AILED PU\NS DMWINGS FOR
APPROVAL OF THE ENGINEER.
LOCATTON OF'UNDER GROUND CABLES/UT|UT|ES SHoWN ON P|-ANS ARE APPROXIMATE. EXACT LOCATIoN SHALL
BE DE]'ERMINED BY THE CONTRACTOR AT HIS OWN COST.
ANy DAMAGE DONE TO THE UTILIT|ES DURING EXCAVATION/EXECUTION 0F WORK'/S SHALL SE IMMEDIAIELY REPAIRED
si rHe coNTRAcroR er nis owN cosr ro THE sATtsFAc-tloN oF coNcERNED DEPARTIVIENT/S.
THE iMpRoVED SUBcRADE MATERTAL SHALL HAVE A MINIMUM SOAKED c.B.R. oF 25% N 95% M.D.D. MSHTO T-180
FOR BOTH RLL AND CUT SECTIONS.
THE LENGTHS, SIZES, SLOPES, INVERT LEVELS AND OTHERS GIVEN DETAILS REGARDING CULVERTS, AS SHOWN IN
SCHEDULE OF STRUCTURES ARE TENTATIVE. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS OF TACH CULVERT
LOCATIONS WI'IH THE REQUIRED SKEW ANGLE AS PER SITE REQUIREMENTS AND SHALL SUBMIT THE SAME IO iHE
ENGINEER FOR APPROVAL PRIOR TO CONSTRUC1ION C(ECUTION.
THE CONTRACTOR SHALL SE RESPONSIBLE TO CATER FOR ALL TEMPORARY TMFFIC DIVERSIONS BEFORE START
OF CONSTRUCTION OF THE ROAD TO TTIE SATISFACTION OF TTIE ENG|NEER INCLUOING DET'OUR ROAD AND ITS
MAINTENANCE, SPRINKLING OF WATER. GRADING AND COMPACTION WHEN AND WHERE REQUIRED A' HIS OWN CCSI'
iZ. RE1AINTNG/BREASI/ToE WALL, GUARD RAiL, CONCRETE CURB STONES, FOOTPATFI. ROAD SiGNS. GANTRY SIGNS'
PAVEMENT STUDS AND OTHER ANCILI-ARY ITEMS SHALL BE PROVIDED AS PER THE BOQ IIEMS , AS PER SITE
REQUIREMENT OR AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL PREPARE THE SHOP DRAWINGS
FOR EACH ACTIV|TY/ LOCATTON ALONG W|TH MEII{ODOLOGY ANo SHALL SUBMIT FOR APPROVAL iO THE
ENGINEER PRIOR TO START OF CONSTRUCTION.
11 TWO CCATS OF BITUMEN PAINT SHALL BE APPUED ON CONCREIE FACES IN CONTACT WITH THE SOIL' COSI OFIJ'
*iIE i#ilJs-bEiuelJ ib ee iNciuoeD IN THE RELEVENI 8oQ ITEM RATES AND NO SEPRATE PAYMENT SHALL
BE MADE FOR 1HIS ITEM OF WORK.
1+. RE;A;N1N6/DM1NAGE STRUCTURES FOUNDATION SHALL BE PUCED ON F|RM,HARD AND ROCKY STRATA'OR AS
OIRECTED BY ENGINEER.
15. ROADWAY EXCAVATION MATERIAL SHELL BE UTILIZED IN MOST EF'FECTIVE MANNER IN THE EMBANKMENT IVEN
W1TH BLENDTNG /MtXlNG wtTH THE SUPERIOR MATERIAIS (lF REQUIRED, WIHTOUT AT ANY EKIRA CoST)' RoADWAY
EXCAVATION SHALL NOT BE DISPOSED CFF OUTSIDE RIGHI OF WAY, IT IS MANDATORY TO UT1LIZE IN T}IE PROJECT'
16. DRAINAGE CHUTES SHALL BE PROVIEDED ON HIGH NLL (FILD2M) AT EACH sOM INTERVAL'
17. IN SUPERELEVATION REACHES PVC WEEP itOLES WITH PIPE DIA 4 INCH SHALL BE PfiOVIOED IN NJB AT AN INTERVAL
OF 1M TO DMIN OUT SURFACE WATER OR AS DIRECTED BY THE ENGINEER'
1 .
2.
4.
5.
6.
7.
8.
1 n
1 1 .
TITLE OF DRAWING DRAWING No'
LIST OF DRAWINGS AND GENEML NOTES 3737/1O2/IOILDGOO1
KF/ MAP 3737/1O2/10/KMOO2-
LocATloN MAp 3737/1a2/TD/tloo2A
,rrf^ \ilAf t r AY^r lT DfiAlt 3737 /1O2fio/wwR00E'8A
SYMBOLS AND ABBREVIA'IIONS
TYPICAL CROSS SECTIONS
SCHEDULE OF STRUCTURES
DESIGN PARAMEIERS FOR BOX CULVERT
TYPICAL BOX CULVERT (GENERAL ARRNCMENT)
BOX CULVERT REINFORCEMENT DFIAILS
3737 /102/TDISAOo2B
3737 /102/1DITC003-30
3737 /1O2/1DlSSo04
3737 /1Oz/TDlSSoos
3737 /1O2/1DlBeG0o6
37 37 / 1 02 /ID /ACR$O7,7 A
TOTAL NOOF SI-IEE'I'SSr .NO.
011
01
012
+0 1
in(
0 17
0 1I
0 1
1 n
1 1
TYPICAL PLUM CONCRETE REIAINING WALL DEIAILS 3737/1O2fiDIRWPOOS 011 2
02TYPTCAL RCC RETATNING WALL DFIAILS JI'I/ IVZ/
: : : : : t : . : . I
TYPICAL RCc BREAST',VALL DEIAILS 3737/1o2/1DlR8W0011'11A I
G E N E R A L N o T E S F o R S T R U C T U R E S ( B R | D G E ' U N D E R P A S S ) 3 7 3 7 / 1 o 2 / 7 D l G N S o o 1 2 l: :=-::=:::-:'1
vz
011 5
3737 /1O2/TDlRSoo1 s
3737 / 1 02 /ml0001 6- 1 68
37 37 / 1 02 /ID / Doa 17 - 17 A
TYPICAL SUPERELEVATION & TABLE DETALS 3737/1O2/TDITSOO18'18A
GENERAL ARRANGEMENT UNDERPASSES
BRIDGES, GIRDERS, ABUTMENT & RVER GUIDE EANK
REBAR SHAPE CCOE
rTN ONNN,OUCTS,CONCREIE BARRIER AND CURB SIONE DETAIL
TYPICAL CONCREIE CHUTE DEIAIL
J737 / lOZ/ | u/ uruu I
PRO1EC11ON37 37 / 1 02 /ID i BROI +1 -
011 8
1 9o2
zv
02
1 821
LL
s7 37 / lOZ/rolGROs3' 034
3737 / 1o2/1D /PL&PR 001 -037
f i P | c A L R o A D S I G N , G A N T R Y S I G N E e P R o T E c T | o N u L | A | L > J / J / / | U z / l u , / n J v v | v ' -
PAVEMENT MARKING AND ROAD STUDS 3737/1O2/TDIPMSOO32
MF|,AL GUARD RAIL
0 1, 1
02
7 1
25ZJ.t-JUU
000DRAWINGS AT KM
3737 /1O2/1O/PLAYOUT PljN DRAWING0 1
)
r {I
I
trr-lDgR DffiA#iF*s
LIST OF DMWINGS& GENERAL NOTES
HAKL,A (U-1)
TO D.I KITAN UOTORTAYPACKAGE-II (REHITANI ICIEIL TO KOT BAIIAN)
(sEcrroN - ltA)
NATIONAI, ENGINEERING SERVICES
AKISTAN (PW.) tlD.IN A.SSOCIATION TrIF
MM PATGSTAN (PW.) LTD.
GOVERNMENT OF PAICSTAN
MINISTRY OF COMMUNICATINANONAT HIGI{iTAY AUTIiO
Ci{iNA*a-
AFGI{ANISTAN
N++In
- f
IRAN
iNDiA
IIAKLA (M-1)TC D.I IC{AN MOTORWAY
TENDER DRAWiilG$ARABIAN SEAa
tI
i
I.IATIONAL CAPTIAL
PROVINC|^L CAPIIAL
IMPORTANI CFY
INTERiIATICNAL BOUNDARY
PRSYINCIAL BOUNMRY
ROAOS
PRqJEg' AREA
GOVERNMENT OF PAKISTANMINiSTRY OF COMMUNICATIONNATIONAI iiIGHWAY AUTHOR
PAISSTAN (PW.) LTD.II{ ASSOCIATION ITITH
MM PAKISTAh (F\T.) LTD. -+, I REV. I OA]E i
RECAMUENDED FTi
3757/102/TO/ KM0O2
pAcrGGE-n tREm4ANr KHEIT TO KOT BALIAN)IDA'E-(SECTION - 11A) | r.roveveea, 2016
I ORAWING NC
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II
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)a
FROFCSED tuI-1 (HAKLA) D.1. K}IAN fuICTCRIIAY
LENGTH-I (55 Km) LENGTH-i l (70.00 Km) LENGTH-l l l (52.5 Km LENGTH-IV (50 Km)
LENG (25.Je Km)
LENGTH-V (6J Km)
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PACKAGESP.I YARIK TO REHMANI KHEI- (55 KM)p-il REHMANT KHErL TO KOT BALTAN (70
(SECTION - ilA) L = 25.39 KM
P.III TARAP TO KOT EELIAN {52.5 KM)
P-rv PTNDIGHEts TO TAMP (50 KM)
P.V HAKL\ TO PINIDIGHEB M-1 (63 KM)
KM)
N
TTNOTR DRAWII{GS
-.o&
LEGEND:.INTERCHANGES
N-55
N-80
N-5
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PROPOSED ALIGNMENT
ROADS
RIVER
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HAKLA (M-1)TO D.i KIIAN MOTORtrAY
PACIGGE-U (REHUAM KHEIL TO KOT BAUAI{)(sEcnoN - ltA)
LOCATION MAPPAKTSTAN (PW.) LfD.IN ASSOCIATION TIITH
MM PA]CSTAN (Plru.) LTD.
Ntiilili" Go\ruRNMENT 0F PAKISTAN'1H MINISrRY oF coMMUNIcAT
,,#*,, NATIoNAI HIctttTAY AufgcDRAWNG NO.
3737 /\0Z/TD/LPOO2A
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DESIGN CENTER UNE
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r{AKr,A (M-1)TO D.i iGIAN UOTORTAY
PACKAGE-U (REHIIAM KHEIL TO KoT BATJAN)(sEcTroN - uA)
GOYERNMENT OF PAICSTANMIMSTRY OF COMMUNICANONAIIONAI HIGHfAY A
ENGINEERING SERYICESPAKTSTAN (PW.) LTD.
IN ASSOCIATION TITI1MM PATCSTA.IV (PW.) tTD. H
OATENOVEMBER, 2O16
DRAWINC NO.
s737/1O2nD/ SA002B
uF'0SS SEC'fIOi\- ii{ l;il,L, ' ' /
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I 70ql I vRrES I vRtES I l0OO I JOOO I 73OO |10qtF9q10(ni-i.Fl--
i I RESERvEDFoRIREEs i snrsrope i . j stour.oen I z-rnecnir^cEuy I lll' ' '4 E'l ' E- i ' i E
2-lJa€ crnRUteAVAY
FOR O€TAL ,REF.oWC l{O. 57tllmlTDlooolA
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IKA]CI{A DMIN
(ffiERf SEFyICE ROAD PRCTVTDED)
wARll{c COURSE - 50ASP|.|.ILTIC EASE C0URSE - 160AGGREGAIE EASE COURSE - 250SUEBASE COURSE
T.iT
lV,8.U - 100
sUE8lsE - 15O SUBGRADEMrN.)
* 150- 300TRIPLE SURFACE ]REAIVENT (I T,)
AGGREGAIE 3ASE COURSESUEBASE COURSE
1UPROGO SUBGRAOE(csR 2s MrN.)
+30150 ETISANKMEIIT
TSTAGGREO{]E SASE COURSE
SUB EASE COURSE
KATCHA DRAIN
ALL DIMENSIONS ARE iN MILLIMEIERS UNLESS NOTED OTHERWSE.IMPROVED SUBGRAD€ MATERIAL SHALL BE CCMPACTED AT 95z M.D.D, AASHTC i-.iEO AND Si{ALI- HAVEA MINIMUM SOAKED C.g.R OF 25% AT 95% M,D.O, MSiiTO T-18O.ROADWAY SCAVATION MA]ERIAL SHALL B€ UTIUZED IN MOST EFFECTIVE MANNER IN THE EMEANKMENTEVEN wlTH SLENDING /MlXlNG wlTH SUPERIOR MATERIAL (lF REQUIRED, TVIHTOUT ANY EXTRA COST).ROADWAY EXCAVATION SHALL NOT BE DISPOSED OFF OUTSIDE RIGHT OF WAY. IT IS MANDATORY TOUTIUZE ROADWAY EXCAVAT]ON IN IHE PROJECT,OR AS DIRECTED BY ]TIE ENGiNEER.PITCHING STONE ON EMMNKMENT SLOPE SHALL BE PROVIDED IN
'IHE REACH€S WHERE NULIJH//RAIN
WATER MAY DAMAGE THE EMBANKMENT SLOPES AS DIRECIED EY Ti+E ENGINEER.lv-BEAM GUARD RAIL IO 8E PROVIDED lN REACHES WHERE HEiGHT OF flLL lS MCRE lllAN 4m,ATBOX CULVERT LoCAiONS, AT ANY HAZARDOUS LOCATTON Si-rOWN ON PLAN AND / OR AS D|RECIED ByTHE ENGINEER. FOR HEIGHT 0F FILL *CEEDING 7m, GUARD RAIL SHALL BE REPI-ACED wlTH CONCREI:EBARRTER. (REFER DRAWTNG NO D0O16A)
irAKra (M-1)TO D.I KNAN UOTORTAY
PACIGTGE_II (REIIMANI KHEIL TO KOT BAI.IAN)(SECTION - IIA)
OYERNMENT OT' P.{ICSTANMIN]STRY OF COMMUNTCATIONATIONAI. HIGHiTAY AUTHORITY
NATIONAI, ENGINEERn'IG SERVICESPAlssrAN (PW.) LTD.
E{ ASSOCIAIIoN rffEMM PAICSTAN (P\iT.) LTD.
TYPICAL CROSS SECTION
OATENOVEMBER, 2016
DRAWINO NO.
37s7/102/7D/ tcoo3
TYFICAL CROSS SECTION IN PART]AL CUT & PARTIAL FILL
- _
l**-l
RCC SRE^Sr !|^lIOIIERE REOUIRED}
[DGs dJ
nEFER otrg *O. JTtr/1q2/n/ilPdt,|
L**. *."-\trE{RlNG COURSE - 50AASE COURSE - 160BAS€ COURSE * 250
|CURSE * 150SLE6AOE - JOO
NOTES:-.I. ALL DIMENSIONS ARE IN MIUIMEIERS UNLESS NOTED OTHERWEA2. SUBGRADE MATERIAL SHALL BE COMPACTEO AT 95% M.D.D, ,'\ASHTO T_18O AND SHALL HAVE A MINTMUM
SoAKED C.g.R 0F 2518. AT 95%. M.D.o, A/qSHTO T-180.J. ROADWAY SCAVATION MATERIAL SHALL 8E U1IUZED IN MOST EFFECNVE MANNER lN lHE EMBANKMENT
F/EN Wllll SLENDING /MlXrNG wrTH SUPSRTOR MA'rER|AL (tF REaurRED, W1f{TOUT ANy CfiRA COST).ROADWAY EXC,{VATION IS MANDATORY TO UT1UZE IN THE PROJECT,CR AS OIRECTED BY THE ENGiNEER.
+. PITCHING STONE 0N EMBANKMENT SLoFE SHALL BE PRovtoED lN TI{E REACHES WHERE NULj-AH/RA|NWATER MAY DAMAGE lHE EMBANKMENT SLOPE AS DIRECTED BY ]}IE ENG|NEER.
:,:-_jh-BEAM GUARD RAIL TO BE PROVIDED lN REACHES WHETE HETGHi OF F|LL tS MORE THAN 4m, AT
l F -
fiI'T 6rc8fl8$H€nf R€AUNE
lRlPrE SURF C€ ]RE TUENT (rsr)AGCREGAIE 8ASE COURSE - €oSUBBASE COURSE - 15O
- JOOIMPRO/ED SUEGRADE(cBR 2sr i{N,)
F I l : -
C O M M O N E X C A V A ' I I O N n = 1-MEDfUM ROCK E(C/{VATION n = (2 - 3)
HARD ROCK EKCAVAI]ON n = 4
TENDER DRAHilG$CULVERT LOCATIONS, AT ANY HAZARDOUS LOCATION SHOWN ON PI.AN AND ,/ OR AS DRICTED EYENGINERR. FOR I.{EIGHT OF flLL EXCEEDING 7m, GUARD RAIL SHALL,BE REPL\CED WTfli CONCRETE
RCC SREAST WALL SHALL BE PROVIDED WHERE HEICHT oF CUT > 6m. OTHERWTSE AT LEdST 2m ilt€i.lPLUM CONCRETE TOE WALL SHALL BE PROVIDED AT ALL CUT REACHES WITH DRAIN. ORAIN ISMANDATOR/ IN CUT REACHES.IN CUT RFJCHES EKCAVATION UNE IS UPIO SUEGRPOE TOP, CHECK SUITABIUTY OF SUBGRADE MATER'CLTO QUALIFY REQUIREMENT OF IMPROVED SUBGRADE MATERIAL iN CASE IF QUAUFY FOLLOWspEqFrcATtoN 109.2.J pAM-2 0R109.2.4, o.IHERW|SE FOLLoW 10S.2.3 PARA-3.
7 .OF BENCH SHALL ONLY BE PROVIDED iN HARD/MEDIUM ROCK EXCAVATION.
iraKr,A (M-1)TO D.I KIIAN -MOTORTAY
PACKAGE-U (RE!ilrANI KHErL TO KOT B.ATJAN)(sEclroN - uA)NAL H]GIIWAY AUTHORIIY
ENGINEERING SERVICESI g
PAr0sTA],l (PW.) LTD.iN ASSOCIATION {TITI
MU PAKTSTAN (PW.) LfD.
TYPICAI, CROSS SECTION
OAIENOVEMEER, 2016
TYFICA], CRCSS SECTIChi i1\{ CiJT
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NOTES:-1. ALL OIMEiISIONS ARE IN MILLIMEiERS UNLESS NOTED C'il{ERWISE.
SUBCRADE MA.IERIAL SHALL BE COMPACTED AT S5Z M.D.D, .qASHTO -T J 80 AND SHALLSOAKED C.S.R OF 25% AT 952 M.D.D. MSHTO I-180.
7 .
ROADWAY EXCAVATION MATERIAL SHALL BE UTIUZED iN MOST EFFECTIVE MANNER lN l'r{E EMBANKMENTEVEN WITH SLENOING /MIXING WI'|H SUPERIOR MA1ERIAL (IF REOUIRED, MHTOUT ANY C{?RA CCST).ROADWAY EXCAVATION SHALL NOT BE DISPOS€O OFF OUTSIDE RIGHT OF WAY. IT IS MANDATORY TOUTIUZE IN THE PROJECT,OR AS DIRECTED BY THE ENGINEER.PITCHING STONE ON EMBANKMENI SLOPE SHALL SE PROVTDED iN TltE RE{CHES ',llHERE NUL|-AH/RAINWATER MAY DAMAGE'iHE EMBANKMENI SLOPE AS DTRECTED 8Y THE ENGINEER.W-8EAM GUARD RAIL TO BE PROVIBED lN ,iEACHES WHERE HEIGHT OF FILL IS'MORE THAN 4m.tsOX CULVERT LOCATIONS, AT ANY HAZARDOUS LOCATICN SHOWN ON PljN AND / OR As ORTCTED BYTHE €NGINERR. FOR HEIGHT CF FILL EXCEEDING 7m, GUARD RAIL SHALL BE REPL{CED WlitH ccNCREiEtsARRIER.RCC BREASI ',YALL SHALL BE PROV{DED WHERE HEIGHT OF CUT > 6m, OTHERWISE AT LEAST 2m HIGHPLUM CCNCRE,IE TOE WALL SHALL 8E PROVIDED AT ALL CUT REACHES WITH ORAIN. DRAIN S|IALL BEPROVIDED IN CUT REACFIES.IN CUT REACHES EKC{VATION UNE IS UPTO SUEGRADE TOP, CHECK SUITABIUTY OF SUEGRADE MATERIALTO QUAUF/ REAUIREMENT OF IMPROVED SUBGRADE MAIERIAL. IN CASE IF QUAUF,V FOLLOWSPEC|FICATION 109.2.3 PARA-z 0Rf09.2.4, OTHERWTSE FOLLOW 109.2.J PARA-J.
DETAIL 0F n:-i. FOR COMMON EXCAVATTON n = 12. FOR MEDIUM ROCK EXCAVATION n = (2 - 3)J. FOR HARD ROCK L\CAVA:IION n = 4
NOTE:-PROVISiON OF EENCH SHALL ONLY BE PROVIDED IN HARD/MEDIUM ROCK EXCAVATION.
r{AKr.A (M-1)TO D.I KIIAN MOTORTTAY
PACKAGE-U (REHMIM KTTEIL TO KOT BATJAN)(sEcfioN - ltA)
TT.PICAJ. CROSS SECTIONENGINEERING SERVICES
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NOVEMBER, 2O16
9RAWINO NO.
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EIISANKT'ENT F,Eil WIIH BLENDING /MIXINC 'fiITI SilJPERIOR IIAIERIAL (F REQUIRED, WITfrOUI Ar.{Ye(IR^ cosD. RoAowAy qcAV ItoN SHALL NOr BE o|SPOSED OFF OUTS|OERIGHT OF WAY.
TRIPPLE SURFACE TREAIilANTAGGREGATE BirSE COURSESUB BASE COURSE
SUBCRADE(cBR 8t MlN.)'
ASPHALTIC WEARING COURSEASPMLIIC BASE COURSEAGGREGATE BASE COURSESU8 TIASE COURSESUBGRAOE(c8R 8t MrN.)
X-SECTION FOR RAMPS /LOOPS
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DRAWNG NO.
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LENDER DRAWINGSPCC CURB STONE ' '8,,
PROPOSED SCIITDULT OF STRUCTURES
):
S.No. Chainage WidthxHeight Skew,Angle Remarks4
,L 26+4i0 L{/,X4\ oo Box Cuivert2 27+860 i42x30) ^0\_, Bridee3 29+600 L(2X2\ no Box CulvertA 30+770 2{3X3) 350 Box Culvert5 32+935 (4X30) 350 Bridse
33+295 ( 1x301 0' Flvover7 34+905 i2x30) ?n0 Bridee8 35+560 2(4x3\ 00 Box Culver'c9 36+150 ( 1x301 n
\ , Bridee10 37+230 3(4X4) )no Box Culvertt l 37+270 ( 6X4) ^0
t l Under oasst2 38+000 2(2X2\ OU Box Culver"cl < 38+825 z{4x4\ t i Box Culrrert
1 A 39+535 3{4X41 rqo Box CulvefcT) 40+380 4(4x4\ n
{ l Box Culver'c4i+I3O {3x30} Rrir{
T7 42+460 2(3X31 350 Box Culvertt8 42+86A 2{3X3) /'\0
t , Box CulvefcIY 43+200 2t3X3) 3q0 Box Culvertzo 43+510 { 5X4) ?no Under oass2L €+810 1_{4X4) 00 Box Culvefc22 4+t210 (2x301 300 Bridee23 4+370 {2x30} 200 Bridee24 4+750 ( 1x30) ^0
t , Bridee25 45+750 {3x30} /10
t l Bridee26 45+97A 1(3x3) no Box Culven27 46+690 2(3X3) 3qc Box Culven28 47+08A 2{3X3) ?q0 Box Culvertz9 47+52C 2{4X4\ Box Culven30 48+380 {2x301 4qc BridgeJ l - 48+850 2{4X4\ 10c Box Culrlert3Z 49+500 1(2X2\ n Box Culvert33 49+950 2t4X4\ t l Box Culver"t34 50+155 2&X4\ n0 Box Culvert35 50+430 (2x30) 350 Bridee -a-
NOTE TENDER DRAWIhIGS,6nADDITIONAL STRUCTURE (IF REQUIRED) SHALL BE PR9VIDED AS PER SITE REQUIREMENT OR AS PER THE DIRECTION OF THE TNGINE
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ORAWINC NO.
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DESIGN PARAMETERS FOR 8OX CULVETS
S.NO.RD
{KM}NG.OF CELLS
BARREL SIZE SKEW
oTs&Tb
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lw 1
{m}
Tw2
{miT1
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l- 4000 4000 n0 0.35 0.35 0.07 0.7z 29+600 4
I 2000 2000 ^ 0t t 0.30 0.30 0.07 0.7
3 30+770 2 3000 3000 r r 0 0.35 0.35 0.35 0.07 0.7A 35+560 2 4000 3000 60 0.35 0.35 0.35 0.07 n 1r 37+230 4000 4000 2A0 0.35 n ? q 0.35 0.07 0.76 3B+000 2 2000 2000 n0 0.30 0.30 0.30 0.07 0.77 38+825 + a
L 4000 4000 00 0.35 0.35 0.07 0.78 39+535 3 4000 4000 250 n ? q 0.35 0.35 0.07 0.7J 40+380 4 4000 4000 6 0 0.35 0.35 /1 r\-t 0.7
1 U 42+460 z- 3000 3000 350 n?q 0.35 n ?q 0.07 0.7t t 42+860 L 3000 3000 n0U 0.35 0.35 0.35 4.07 4.7t2 43+204 z 3000 3000 350 0.35 0.35 0.35 n n ?
43+810 1I 4000 4000 n0 0.35 0.35 0.07 n 1
1 t l! - 45+970 L 3000 3000 00 0.35 0.35 U . U / I t I
15 46+590 2 3000 3000 - , - 0J ) 0.35 t t < \ 0.35 n n ? 0.7
l_o 47 +080 2 3000 3000 r r 0 0.35 0.35 0.35 n n t 0.7'1 1L / 47+520 2 4000 4000 00 0.35 0.35 0.35 0.718 48+850 2 4000 4000 l-0c 0.35 0.35 0.35 l t t t l 0.7IY 49+500 1 2000 2000 n0 0.30 0.30 n n 7 4.720 49+960 2 4000 4000 n0 0.35 0.35 0.35 0,07 0.72! 50+155 2 4000 4000 6 0 0.35 0.35 0.35 0.07 0,7
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REINFORCEMENT DETAIL FOR 8OX CULVERTS
s.No. RD
{KM}NO.OF
CELLS
BARREL SIZE---_..-.-----..1-
(Bmmi | (Hmm)
SKEWo BAR 01 BAR 02 BAR 03 BAR 04 BAR 05 BAR 06 BAR 07
#s@150
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1 26+41A L 4000 4000 #6@1s0 #6@1s0 #5@EA #8@200 #4@200 #4@2@ it4@200 #4@200 #4@200 #8@1sO #5@200 it6@150 #4@2OO fs@150 #8@2N #8@1s0ZY+bUU 2000 2000 n 0 #4@150 #4@150 #5@1s0 #s@L50 #4@150#4@150 #s@1s0#4@150 #4@1s0 #4@L50 # 5 A 1 q O tLrall qn #4@150 #4@]-sO #4@150 #5@rso#s@1s030+770 ) 3000,GL 3ooo . F 0 #s@150 #s@1s0 s5@1s0 #s@150 #4@L50 #4@150 #s@150 #4@150 #4@LsO
#4@2OO
#4@150 #s@1s0 #4@750 #s@150 #4@1s0 #4@150 #s@1s0 #s@1504 35+550 ) 4000 3000 ^ 0 #6@150 #6@150 s5@150 #8@200 f4@200 #4@2W #5@150 #4@200 #4@2@ #8@1s0 #5@200 f6@150 #4@200 ss@1s0 #8@200 #8@1505 37+230 3 4000 I 4000 . ^ 0/ l l #5@150 #6@rso #5@150 #8@200 #4@2OO H4@200 #s@150 fr4@2OO #4@200 #4@200 #8@1s0 #s@200 *e@$o
to^lA'1c,n
n4@2OO #s@1s0 #8@200
#s@150#B@150
#s@1s038+000 2 2000 2000 ^ 0 #4@]'s0 #4@tso #5@tso #s@150 #4@L50 #4@L50 #5@150 #4@1"50#4@L50 #4@3,50 #5@150 #4@150 l jA rA1t r ,n
1 38+825 -)4000 4000 00 H6@150 #6@rso #s@150 #8@200 #4@200 M@2ffi #5@150 i4@200 #4@200 M@200 #B@1s0 #s@200 #5@1s0 #4@2OO ii5@150 #8@200 #8@150
5 39+535 5 4000 4000 r r 0 #6@150 #6@1s0 #5@150 #8@200 #4@20O s4@20o #5@150 #4@200 #4@2OA #4@ZOA #8@150 #5@200 #6@1s0 tr4@200 #s@1s0 #8@200 #8@1503 40+380 4000 4000 ^0 #6@150 #5@1s0 #s@1s0 #8@200 #4@200 #4@200 #s@150 *4@2OO *4@200 s4@200 #8@150 #5@200 #6@150 fr4@2OO #s@1s0 #8@200 #8@1501 n +z+40u 2 3000 3000 . - 0 #s@1s0 #5@150 #5@1s0 s5@150 #4@150 #4@150 #5@150 #4@150 #4@150
#4@150
#4@150 #5@150 #4@150 #s@1s0 #4@150 #4@1-50 #s@1s0 #s@1s01L 42+860 ) 3000 SUUU n 0 ns@L50 #s@150 #5@150 #s@1,50 #4@150 #4@150 #5@1s0 #4@150 #4@150 #s@1s0 #4@15O #s@150 #4@tso M@150 fiErDl El') #s@1s0
#[email protected] 43+200 3000 3000 35 #5@150 #s@1s0 #s@150 #5@150 #4@150 *4@150 #5@150 #4@L50 J4@150 #4@150 #s@1s0 #4@150 #s@150 #4@150 #4@150 #s@15043+810 1 4000 4000 ^0 #6@1s0 #5@L50 #5@1s0 #8@200 #4(gzQO 44@2OO #5@150 i4@2OO #4@200 #4@2OO #8@150
#5@1s0
s5@200 #6@150 M@200 s5@1s0 #B@200 s8@15014
i.5
45+970 3000 3000 6 d #5@1s0 #s@150 #5@150 #5@1s0 #4@150 #4@150 #5@150 #4@150 M@150 #4@150 #4@1s0 s5@1s0 #4@150 s4@150 #5@1s0 #5@1s046+690 a 3000 3000 r r 0 #5@150 #5@1s0 #s@150 #s@150 #4@L50 ri4@150 #5@1s0 *4@L50 44@150 #4@150 #s@1s0 #4@150 #s@150 F4@150 #4@150 #s@150 $s@15047+080 ) 3000 3000 r r 0J ) #s@150 #5@1s0 #s@150 #s@150 #4@150 #4@150 #s@150 #4@150 +4@150 #4@150 #s@150 #4@150 #5@150 #4@7s0 #4@150 #s@150L7 47+52O z 4000 4000 n0 #6@150 f6@150 #s@150 $8@200 #4@200 #4@200 #s@150 #4@2AO #4@200 s4@200 #8@150 #5@200 #6@150 #4@200 #5@150 '.q{a)oo
I X 46+85U 4000 4000 10" #5@1s0 16@1s0 #5@1s0 #8@200 #4@200 #4@200 #5@150 #4@2OO *4@2AO #4@2W #8@1s0 Hs@200 #5@150 #4@200 #s@1s0 #8@200 #8@1504+y+5UU ZUUU zo00 n 0 #4@150 #4@1s0 #s@1s0#s@150 #4@1s0#4@150#5@1s0'#4@$A #4@150 #4@L50 #5{@150 *4{A1qn trL(A1e,n #4@1s0 #4@150 *5@150 #s@1s020 49+960 2 4000 4000 n 0U #5@150 #5@150 $s@150 #8@200 #4@200 #4@200 *5@150 #4@2OO #4@2OO #4@200 #8@1s0 #5@zoo #5@150 i4@2OO *5@1s0 it8@200 #8@150zt ) u + L 5 f 2 4000 4000 ^ 0U s5@150 #6@150 #s@150 #8@200 #4@200 #4@ZO0 #5@150 #4@2OO #4@200 #4@200 #8@150 #5@200 #5@1s0 #4@2OO #5@1s0 #8@200 #8@iso
TERNMENT OF PAJSSTANMINISTRY OF COMMUMCANATIONAL HIGI{WAY AUTHORryY
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DRAWING M).
3737/t0?/'lt/ vvR008A
Sr. 1[o, T':flffiGEiliF {a}REIITFORCAI|Ig$T
RO1 R02 RO3 RS4 RO5 RC6 RC? RO8 RAg R1B Rl1I L ' l - . rO # J,:4 200 + +,R 2AO # 5 {@i 2CA i +,:di 2C'C * + '?).'2AD # 4 r:A 2OO + + '.'6i L:5 * 3,fr ; ' }CC # 5 ,A :OC = .rl :f,: 1 ii'\
, , I i w . i V V
! ) 2-3 i 6 idi2AC + + @'2,AA # 6.,:0 20o # + adi lCO #4 iA2OO = :l- ,'?: '--(ff.rt t i
. w . - v \ J * + ,:& L25 #+,. .G, f i5 + o '4 2O{i ;6 r@2CO #.+ 'A i5C3-4 +4e2*A +6@20A = 4 6i nfiC: :t ,, ,,;, rlr\/a
r i i w , l v v + - r'Ar ?a'n + , 1 . / ; ) , i . 1 = = 1 r f , 1 1 ; q + 6 .,@i ?CO + 6.,@ 2CO ++(4, iSO.L zi-, .5 = X , ' / Y : i , ' 1
. i v . w . : r v ,1 0 '.ui. )- I o r6@,L73 : 7 . ! ? t J ' , L ' . L I \ J= \ i ' l r ! i
' 1 1= : 1 i / t l I r a; l v w . : l v = / - J - t n ' , t , ' ; -. , ' . Y . - ' -
i ,{ ,.;, '! 1-} F: i | . w , L - 9 *6 rA2CC # 6,.:Ai ?OC #+.@l i5c
-a +BA' i1O # 5 @ i5A # 61@ LSO # -{ r"&: L -<O + 5 ,€; 150 # 5 ,@, 15O # + fA. 125 = : t / r ? , 1 ' ) {' l : | # . ' : : v #6@2CO # 6i?} ?0O + 4 .G 15{j
l n - i #8Ai50 # 5 r@r iSO *6@,L34 # 5 l@i 15O = J l { . ' ' i J q J + 5 l& . iSO l ,,1 .4. 1 ,--\ :- #+G i25 r A tA) a{1nt l v . w - v v # 6,@' 2CO F + ,'@ 15O
7-8 #8" i 130 #5{A 15O # 8 @i i5O # 5 i 15C + 5' i8i i5A + 5 ,,@ 15O # "t ia"r i25 ;6 @ 2CO # 6,,@ 2oO * z l ,@ i5o
- l- - j' t
!"i.-.-l- l' l" l
IiiI
IIIIIIIIIIIiiIt"1jLt_-1 .
L
It-
SEE DETAIL '
Arc WEEPO2m c/C HOtl 100
TYPICAL SECTION OF PLUMREIAINING WALL ryPE
PUJII CONCREIE
/-SEE DETTIL A'
t RL]ER TrAIERTAL| 2OOr2OOI12OO
CONCREIE 25omm
F rc ',IEEPt2m c/c
ryPICAL SECTION OF PLUM CONCRETERT,I'AINING WALL ryPE 1
TABLE:.
ryPE-1 TYPE_2
CCNCREIE2
ryPICAL SECTION OFRrrAtNtNG/BREAST
PI.UM CONCREiEWALL TYPE 3
TYPE_Jo<40 '
TYPE_3o>40 '
F/C looull 0l
flLlER ilAIERIALAl
"YEEP :lorts
NOTES
1- ALL OIMENSIONS ARE IN MILUMEiERS UNLESS O1HERUISE NOTE).2- WEEP HOI-ES F/C PIPE 100mm DIA S|IALL BE SIAGGERED AT Al,t tNTERr'AL OF 2m VERTICAI-
ANO HORIZONIAL AND AS ADDfiOML!_Y DTRECTED S/ fiE A{GiNEER.J- iHE SLOPE OF W€EP HOLE SHALL BE 1 IN 8 FROM BACK OF iHE WALL TO 11{E OUTER FACS
OR AS DIRECTED SY THE ENCINEER.4- TYPE OF REIAINING WALL SHALL 9E O€C:DED SY THE A{GINEER AS PgR SITE CONDMCNS K€EPING
FOLLOWING IN VIEIY.5- lluM_corlgRElE (2:1 CONCRm To S|ONE RA1IO HAVTNG stoNE SIZE RANciNc EEirr{EEN 2Oo-J0O)
BE UTIUZED.
6- TYPE 1 RETAINING WALL SHALL SE PROVIDSD WHEiE lHE ROAO iS WFI I AWAY FROM IHE NALIJH.RrVER/RMNE.
7- TYPE 2 RETAINING'WALL SHALL 8E PROVIDED WHERg lHE ROAO IS IN CLCSE VICINIIY OF THERVER/RMNE 0R CUFF FACE
8- IYPE J REIAINING WALL SIIALL BE PROVTDED TO RETA|N lHE SCREED MATERTAL (BReASr WALL).9- SINGLE FACE BARRIER SHALL SE PROVIOED AT TOP OF REIAININC WALI. AND AT OTHER I.i/AZARDOUS
LocAnONS- GUARO RAIL SHALL BE PROVIOED lF fiLL iJgcH > *n oR AS DTRECTED By rHE ENGINEER.10- \'ERIICAL SLOPE TO IHE OUTER FACE OF 11.18 REIAINING WALL TYPE 2 cAN BE CHANGE UP
TO 1 tN 10.
11- PAYMENT FOR WEEP HOLSS AI.IO flLlER MAT€RIAL IS INCLUDED IN iHE COST OF OTHER ITEMS ANOSHALL NOT BE PAID SEPARAIELY.
II
o l(rl
lN'E
nc WEEP Hort 100
H(m)
B(m)
I . J U 0.60a n n 0.802.50 1 . 0 01 n n I t n
1 6 n 1 . 5 0
4.00 1 . 8 0
4.50 2.005.00 2.30i i n 2.50
6.00 2.907.OO 3.40n n n 3.90
H(m)
B(m)
't <n 0.801 n t
2.50 1.40? n n i . 7 01 r n
4.00 2.40
4.50 2.705.00 1 n n
i ( n
6.00 +.007.00 +.708.00 5.509.00 6.00
10.0c o .ou
1 1 .0C 7.2A12-Oa 7.80
n(m)
B(m)
1 i n 0.E01 n d
2.50 1.40
3.003.50 t n n
4.00
5.00R ( n 1 1 n
a n n 3.704.00
7.00 +.4Q
7.508.00 5.00
IJ
( m )rt
(m)
40
2.50 701 n n 2.003.50 t a
4.00 2.704.50
5.00 J . O U
5.50
5.00 4..30a r n
7.OO 4 n n
, 500 ' 150 r d7S-l + *I l - i l . :
CONCRETE CI-ASS 'A1:
SINGI,E FACE RARRMR
GOYERNMENT OF PAKISTANMINISTRY OF COMMUNICAfiONATIONA], HIGTTtrAY AUTHO
NATIONAL ENGINEERING SERVICES
IN ASSOCIATION MTHMM PAKTSTAN (PW.) LTD.
r{AKr*{ (u_1)TO D.I }GTAN MOTOHTAY
PACr(AGE-U (RElilrAM KtrErL TO KOT BATJAN)(sEcTroN - uA)
fYPlCAt PIUU CoNC.RSTAINING TAI"L DETAtr-S
ORAflNG NO.
3737 /.,\e/rD/ RVP009
DETAIT 'A
j ^
i
Il '
lI1
I
PAVEMENT .
.
WEEP HOLES @ 1.5M H/VPVC P IPE 100mm d io
^ r ' ^ r , ! n F -
v r r v v L r L , \ \
NCTES:
1. SIEEL ASTtvl 615 GRADE 60 SHALL BE USED.
/ "
TXCAV ON LINE e igh i
tlQ1 |t lr l
I L-="^
100 mm BL IND CON
ROCK F'ILL
I ' L I L K M A i
SEE DETAIL'X'
E @1.5m C/C(STAGGERED
{N .
s
.TEEP Hd-EF,c FIP€lOcnmt.
RLIER I'h'IERI{.rn('($o wEEP Hi(3oo€(nx5o(r)
28 DAYS COMPRESSIVE SIRENGTH(CYLINDER STRENGJH) CF CCNCRETEsHcuLD BE 28C KglSq.cm.(4000 PSi)
3. PROVIDE CONSTRUCTTON JOTNT NCT FURTHER ApART 15m.+. ACIUAL LOCATION, LENGT}I, HEiGiiT SHALL BE DECIDED\APPROVED
BY IHE ENGINEER PRICR TO CONSTRUC]'ION AT SITE. SHOP DRAWINGS ASNATURAL GROUND CONDITION SHALL BE SUBMITED FOR APPROVAL.
WEEP HOLES (PVC PIPE 1OOMM diO) SHALL BE PROVIDED STAGGERED AINTERVAL 0F 1.5m VERTICAL & 1.5rn HoRtzoNTAL oR As D|RECTED ByENGINEER.FAYMENT OF '#EEP HCLES/NLTER MATERIAL IS DEEM.ED TO BE INCLUDEDIN THE OTHER CONSTRUCT]ON ACT'IVITIES OF RCC RETAINING WALLS &NO SEPARATE PAYMENT SHALL BE MADE.
COATS BITUMEN PAINT SHALL BE APPLIEDON ALL CONCREIE FACES INTHE SOIL, NO FOR THIS ITEM OF
JCiNT DTTAIL
5.
A
7. TWOWITH
CONTACTWORK.
Preformed. Exponsion
TXPANSION
GOYERNMENT OF PAKISTANMINISTRY OF COMMIINICANATIONAL HIGT{WAY AUTHORITY
ENGINEERING SERTICESAKTSTAN (PlrI.) tID.
IN ASSOCIATION rIIHMM PAKISTAN (PYT.) LTD.
HAKT,A (U-1)TO D.i KHAN MOTORTAYu (REHMAM KitrIL TO KOT BAriAI.{)
(sEcnoN - ilA)DATE
NOV€MBER, 2016
DRAWITIG NO.
3737 /1O2/1D/ RR$|OOIO
RCC RETAINrNG WALI, pESrcN pETATLSAI,ONG 1triTH REIIIEORCEMENT
Sr. Na.Ileight
{m}
DIMENSIONSB BF{ BT D1 D2 T1 T2
I 2 .00 3 .00 1800 - 2500 950 - 13C0 4'50 - 750 350 300 300 400 - 4502 3.00 4 .00 2500 - 3100 1300 - 1650 754 - 950 400 350 450 - 500
4.00 5 .00 3 i00 - 3500 1650 - 1800 950 - 1 100 450 400 500 - 6004 5.00 6.00 3500 - 4100 1800 - 2\5a r_ 100 - i250 600 500 425 600 - 700
5.00 7 .AA 4100 - 5200 2150 - 29AO 125A - 1 500 6so 550 500 700 - 8002.00 B .00 5200 - 6000 29AA - 3400 1500 - i700 700 600 800 - 900
aI 8.00 9.00 6000 - 6500 3400 - 3600 1700 - 1900 750 ocu 600 900 - 10008 9 .00 r 0.00 6500 - 7+OO 3600 - 4100 1900 - 22AO 800 700 650 1000 - 1100Y 1 0.00 1 1.00 -.7404 - 8000 4i00 - 4404 2ZOO - 2300 900 / ' 1 t t 700 1i00 - 13001n 1 1.00 12.00 8000 - 8500 ++ao - 4600 2300 - 2+AA i 000 800 8CI0 1300 - 1500
*eiNg.oiCeMENi tCiArL- ' i1I Sr. No.
Height
lm)REITTFORCEME$?
RG:. RO2 RO3 RO4 RO5 RO61 2-3 #6@2AA i+@20a t f 6 @,2AA #4@20O # + @,2A0 #4 @,2O02 .1 4
J - - ' i - # 6 @ 200 #+@2CA #6@2OC #+@2CA #4@2AA #s @ 2oa4-5 # B t@, L75 +5@2OA t t - , ^ a - -
= 1 1 l n l I / 1, , v , \ Y y 2 r r v #5@2AO #5@2OO t t - ^= \ l / - t l | / -t r v
! y , L t v
-? 5-6 t t / - r - n= x i n l t l t tJ | v q : / l r v v #5@,\54 l t -
= ? \ l n l t \ l t, , v q y i 4 v v #s@ 1s0 # s @ tso #s@ 1s0- 6-7 #8@L50 * \ i / ' t \ l \ 1 1t t v t w , L v v #6@, 15A #5@iso #s@ is0 i t - ^
= \ 1 - , i l | a / lt t v \ w ! L v v
o 7-8 #8@,rcA #s@. 130 #8@ 150 +5@130 #s@L3A #s @ 150nI 8-9 #8@L2s I I - < A -
- \ t r t ) | / ^' t v \ w . ' L 4 a = x i / r . \ i \ { li r v r q y , a v v = a ( r i l l ' . r \t r v Y y ; r a v #3@125 t \ t f l t I ' . / \r r v r e / r 4 v
8 9 - 10 #8@L2s #5@, 125 #8@, 15A #5@12s ! , - / ^ r ^ -= \ / / ' f r | / \t t v Y y ) L a v #s @ L2s
9 l-0 - 11 # 8 @ 1i0 #s@110 j t x . ( n ) l \ { }t t e \ ! y / L v v #s@ 110 # 5 @ 110 #s @ L2si0 1 1 1 1 1
L L - L Z # 8 @, 100 #s@110 #8@7s0 #s@11A # s @ tL0 #s @ 12s
TSRNMENT OF PA]OSTAN
NATIONA.I HIGHTAY A
ENGINEERING SERYICESPAKTSTAN (PW.) tTD.
iN ASSOCUNON T]fHMU PAKTSTAN (PVT.) LTD.
l{AKr_{ (U-1)TO D.I ifi:IAN UOTORIfAY
PAC.(AGE-U (REHUAM :cutr TO I(OT BALIAN)(sEcTroN - uA) DRAWING NO.
3737/O2/m/ RRwooloA
!
:
Angle oi ;?eco#Angie of ,Reoos€ . T1 z DRAIN 6000 _, ROADWAY _,' i l l
WETP HOLISPVC PIPE i00mm
CLASS '8,
N CTfS:
,il-I-J,t
STEEL ASTM 515 GRADE 60 SHALL BT USED.
U
A
o '
\
1 .
2.posed or front Fcce
MINIMUM COMPRESSIVE STRINGTI- OF RCC CCNCRETI SHoULD BE zea xC /C*lCYLJNDER CRUS|.i ING STRENGTH AI 28 DAYS.PROVIDE CONSTRUCTION JOTNT NOT FURTHER AFARI i5m.ACTUAL LOCATION, LENGTH, HE]GHT Si' IALL BE DECIDED\APPROVEDBY THE INGINEER PRIOR TO CONSTRUCTION AT SiTE. SHOP DRAWINGS AS PERNATURAL GROUND CONDITION SHALL BE SUBMITED FOR A.PPROVAI-.
WEEP HOLESINTERVAL OFENGINEER.PAYMENT OFIN THE OTHERNO SEPARATE
(PVC PIPE 100mm dio) SHALL BE PROVTDED STAGGIRED AT A1.5m VE,R.TICAL & 1.5m HORIZONTAL OR AS DTRECTED By THE
Eeqrth Foce Preformed Exoonsionn t I r l l e r WEEP HOLES,FILTER MATERIAL IS DEEMED TO BE INCLUDED
CONSTRUCTION ACT|VITIES CF RCC RETAINING WALLS &PAYMENT SHALL BE PAID.
BlruMEN coATlNc (2 coATS) sHALL BE AppLrED ALoNG BAcKFiLL MATERTALNO SEPARATE PAYMENT SHALL BE MADE.
TXPANSION JCINT DTTAIL
GOVERNMENT OF PA]CSTANMINISTRY OF COMMUMCATIONATIONAL HIG1I1YAY AUTHORiTY
NAITOITAI. ENGSIEERING SERYICESAKTSTAN (PW.) tm.
IN ASSOCIAfiON VITTIuM PAKiSTAN (PYT.) LTD.
i{AKL{, (M-1)TO D.I KIIAN MOTORTAY
PACr(AGE-U (REHI(AM KI{EIL TO KOT BATJAN)(sEcTroN _ uA)
E.*'i'i, $":
RCC BREAS? WAIL DESIGN DETAIT,S ATONG WITH REINFORCEMEiTIT
TEI.IDER DRAWIilIGS
Sr. 1\[o.Height
{rn}DIMEIIISIO$S
H, HH BT Dlrr T21l- 2.00 3.00 1800 - 2500 700 - 1000 600 - 800 300 - 400 400 500 - 7002 3.00 4.00 2500 - 3200 i000 - 1400 800 - 1000 400 - 500 450 700 - 800
4.00 5 .00 3200'- 3900 1400 - i800 1000 - 1 i00 500 - 600 500 800 - 1 000A+ s.00 6.00 3900 - 4500 1800 - 2100 1 100 - i300 600 - 650 550 1000 - 1 100
6.00 7 .00 4500 - 5000 2 100 - 23AO i300 - 1400 650 - 700 600 1 i00 - 13006 7 .00 8.00 s000 - 5600 2300 * 2600 i400 - 1500 700 - 800 600 i300 - 1500
REI1T FO RCEMEIIIT DETAIL
Sr. No,Ileight
{rn}
REItrIFORCEIVIEI+TRO1 RO2 RO3 RO+ RG5 RG6
1L 2-3 # 6 @,300 #4@200 # 6 @ 300 #+@20o #+@200 #+ @ s002 3-4 # 6 @,275 # + @ 200 #6@27s #+@2AO #4@200 #+ @ 2sa
+-5 #6@2s0 #+@2A0 #6@2s0 #+@20o #4@200 #s @ 200A'1. 5-6 #,6 @ 200 #s@200 #6@20O #s@200 #s@200 #s @ 2oo
6-7 #8@2sA #6@200 #8@2s0 #6@200 #6@2A0 #6 @ 2O06 7 -8 #8@2O0 #6@20A #8@20A #6@20O #6@200 #6 @ 20O
\TERNMENT OF PAICSTANMINISTRY OF COMMUNICATIONNATIONAL HIGHTAY AUTI{ORITY
ENGINEERING SER'ITCESI 01
AtrGSTAN (PW.) LTD.IN ASSOCIATION flTTH
MM PAKTSTAN (PlrI.) rfD.
IHKLA (U-1)TO D.I KIIAN MOTOHTAY
PACKAcE-ll (REH!dAM KHEIL TO KOT BALIAN)(sEcTroN - ul)
RCC BREAST iT'AtL TABLEOA1E
NOVEMBER, 2016oRAr|lf{c NO.
3737/1O2,t1D/ RBWOO1l
]Ei\iEiAL:
;..1 SPECIRC TC FRO.EC'' 'NLY .iND SHOIJID 3EREAD IN CON.IUNC'IION ',$fi NrE PRO€CT SPEqBCATIOIIS, fiUC]URAL $IqNEERINGDRATUNGS' RELIVANT CON1RACT CONDTTINS AND O{qNEER'S II{SIRUC:1O{S.
1.2 ALL ORASNGS SHAIT 3E CO-ORDINAIED lIIfi O'THER SPEdALIYDRA$|NG5 / rFtAlts. ANy DtscREpANcl gRRoR OR REC.IRCA,nON!F RECIJIRED, S}IALL 3E EROUGIIT TO iHE i{OIC€ OF]HE 9,IqNEERFOR i{ECESSARY APPROVAL
1.3 AIJ. OIMENgONS ARE :N MILUUTIRES ANO ETVA'IIONS IN MEAE3UNTESS SPEORED O'IHERIUSE.
1.4 ALL 'LSTAIIONS STIOIIT{ OI{ DRAWINCS ARE RNISHED SURFAC€6AELS UN|.ESS NO]ED OIHERAiSS
1.5 A|I APOSED CONCf,ETE @RNERS M6€5 AND ANCIES $IAII BECEAIIERED 0R allIEED 20mm x ?O nm UNTESS SpEGflEDO'IHERI$SE
1.6 ]HE CON]RACTOR SIAII $J8MII COMPTEIE MFIHODOLOGY FOR OIFFERENTrylf ,r1Ers uxE E[cAvAnoN/EAcxFtLuNg DEWAIER|NG^RA|NAG€, COI{CfiEnNqUFNNG/IUNC}IINC OF CIROERS JONIS AND POSI ]ENSONINC ErcFOfi APPROVAL OF CiGINEER.
1.7 SULPHA'IE RES|S'ANT CElr€NT SHAtr 3E USED tN CONCRSIE FOR Au- ptERS / pilfs,
1.8 ALL FAC€S OF @NCRSTE IN AEU1VENTS AND 1IING I|AT.LS INCSITACT IIIfi S(}L SHATL 3E OAMP PROOFED IItfi ]$O COAEi OF
iltEs
PIER
AEAg
APPROACII SLAB5 V | | U [ . n . . . . . r ! ! r r . .
TOF
FOUNDAIIONTOPEOTlOll itc S108S...,........,.......,....
'iArlsEARTH $DEnilF qnF
VAIERIAL FOR CONCREIE COi€R
BAR SJPPORTS SfIAI.I BE PRECAST T'(NTAR ELOO( PLAS1IC ORYETAL SUPPORTS. MORTAR ELOCKS SflAI 3E COIISIRTJC]ED ANDdJRED. IHE vlNlMUM COUPRESII€ slR€Ngltt 0F MORTAR USEDFoR 8L00(S sl^u 60uAL iHE MtNttault cct/pREsslvE sImNG.tHoF COf{Cf,FIE FOR ,'HE SIRUC'IUR€ ]HEY ARE US€D tN. MORTARBLOO( SIJPPOR'S S{ALL BE ATTACIIED TO lHE SUPPOR1ED 8ARBY UEANS OF 18-GAUG€ ',IIRE CAST IN 'IHE
CEN1ER OF IACH8L00(
rKE ) I KE )JcU \ r lKUCK>:
5.r qRDER -OP SiALL SE ROUdIENED IO A FUI! AMPUIIJOE OF s mm,6.2 CIRDERS SHA|.I AE INSTAUID IN ]HER CffiRECT POSllOil Ot{
BEARINCS 8Y I.AUNq{ING ANO SHALL SE 1EUPORARILY BRAC€DUN1IL CASTING OF DIAPHRAGUS
6.J iF UFTINC ilET}IOD !S USED. qROERS S.|ALL 8E UFTED FROII8O1H a{os US|NG UFITNG HOLES / Sil.EE!ES 8y UEAI{S AppRolEDBY lHE $IGINEER.
aa iF r-i4uNoltNc ts usED lHE yAxtMUM CA{TttEvER OltRftANG S{ArrNOT O(CEED 3 m.
POST_iENSIONING:7.1 A YUL'II-STRAND POST TENEo|{ING S''SIEI' E.IAI. AE US€D.
7.2 ATL CABI.ES s.{ATL 3E SIRESSED. SITULTANEqJSLY FROT 8O1H€lrog rN tHE oRDER spEqFlED o{ iHE oRArxilcs.
7.3 cABLE DfiENSON INCIUoES A PUlt-iN MARCII{ 0F 6 mm AT €AO{SIRESS|NG S'rD.
7./i ]HE JAS(INC FORCE CAALE ELONGAIIo{ ANO LocI(NG SI.IPPAG€SfIALL 9E IN ACCIRDANC€ ',{1H ]HE DRA$NGS. AiIY OEVAIOIT ORVARIA1ION YUST 8E REPORIED TO .IHE
A{ONEER EEFORECONIII{UINC STRESSNG IIORK
7.5 -IHE CAAIE AXS VUST CONOOE fllH THE AXCTIORAG€ AXS
BElllNO +lE ANCHORAGE iOR A LENS|}T OF AT LE\ST l(xlomm ORTRUMPET IENG'TH, 'iIIICTIEVER IS GRSAIER.
7,5 $'ITABLE s]EEL CHAIRS/ FRATES rc J{d.O 'iHE PRESIRESS|NGCAETE OUCITi AND RENFONCEilE{T IN. iRUE P€1IOII AT AOEAUAEllrERy^LS (RAliqNc FROrr. 0.8 TO 1.2 lrErER) grAL 3€PROVDED.
7.7 PROVISIONS SHAII 3E MADE iN-]HE 8{O ^NCI{6AG€5 FTR Gf,qJING.IHE CABLE DUC'S IMIIEDIAIELY AFIER TENSoi{ING. AFTER
SECUNNC iHE EITID ANCT{ORAG€S, AIJ. CA&.!S SIAIT 8E PREI$'REGfiqJlED !N ]HtrR DUCI:' IN ACCOROAT{C€ fiTH lHESPECnCTIONg
7.8 INERilEDIA'IE €ROUT VENTS S{AII SE PROVT']O NEAR lHE LOffiSTPAR1S OF .:HE CAELE PROFII€ AT ASOUT {IO-LENCIH OF iHEC{8I€5. C,{8I€S SJAIL 3E CNOU'IED TFER STRESSING UlH FEB-FLoIYCABLE,/ iLOWCABLE-50 0F EAUIVAjNT AS APPRO!/ED aY fiEq{eilEEF, ANCHofiAc€ P@8EIS S{AL 3E Flu.ED 'islH
210l(c/so. cll (3000 P3i) CONCRSIE USNG 10 lir. Dort|t AGGREGT'EAFTER GRCIJIING AND TRIMHING CISLES.
7.9 1HE FOLLOHNC SHALL BE ASSIJIIED JN -IHg
CALqJLA'IIOI OF
i.. rlLE -CAD -EST:
ilE/TlYO :!LES :HOULO iE aASt ^S :HOttN .:N IRAWNGS rr{OiT LOCATION CIRECIED 3Y -IHE
SIoN€ER. ..rcR PILE !.oAo iEsT. ?!IE$A[r aE I-ESIED UPT0 e5 ilMES 0F THE DEgq{ LOAD. p[-E LOAO..ESTS $AII 3E CARRIED OUT AS PER ,{SNr OESIE{AION D 1145-37 AND 1EST RESJLTS g{AIL 3E ST'BIIIT]ED TO iHE $IENEER iORAppRovAL CONSIRUCIIO|{ 0F 1{oRKING pttEs s{A[ couil€Nc€.1FTER COIIR.g'IOI{ ANO INIERPREIA1IoiI OF TEST RES.'LTS.
8.5 PROOF LOAO IEST:iHE {Oft(INC PIUS 9{ALL gE CONSTRUC1ED AS PgR fi€ iII{ALOESG|{. AT LEAST ONE OF IHE 'TORI{NG PTIFS SHAI! AESUB.ECIED TO PROC' LOAO 1EST r'tfi LOAO ONE AI{D A HAIf TIIESTHE OESEil LOAD.
A6 PIAI{NIM} 'Of, LOAO IESTS. S!P€RVSOil, INIERPRETATIS.I OFRESULTS AND LOAO CARRYTNC CAPAOTY ANAL)SS SIIA! 3€CIRRED O{JT 9Y ]HE E}IONEER.
8.7 SEHIND ilE ABJ1UENT AND fiNG WAJS Co|TPACIED GRA{U-AR 8AO(RIJ.3{Atr 8€ PLAC€D lN i-At€RS OF I'H,O<NESS APPROPRTATE TO tHE COUPACIIO|{EQIJIPUENT S{gJRING A I{INIHUIT IN 91U C()I'PACTON. Of gsir XOFIED PiOCIffi.
9. JOINTS:9.1 iHE CONTRACIIN S.IAIL gJSUtT COIIPIETE LA]OUT AflO OETAILS OF AII
CONSIRUCTIq{ JdNlli FOR APPROVAL OF lHE ENGINEER 17.e.2 clilcfigtE lN oEcK sua $AI 9E PLACED tN FrlI .rOrH. ilo
COI{SIRUCIIOI{ JONI g{AI.L BE PERUITTED. OIAPHRAGITS iND OEC(srlA s}|Al,. A€ CAST MO{OUIHICALLY. E(CEFT AS SIIOfi OtI DRAHNGAT LOCAIION Fm tN5lAll.^llot{ 0F o(P^Nstst idNTs
9.J @'{Cf,ETE FOR THE EARRERS ANO 9OF,VAIJ<S SI{AI! BE PIIC€D NOS@IiIER 1HAN 20 DAIS TFIER PL{ONC OF COI{CREIE iN
'IHE OECK SI8.
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STRUCTURESGENERAL NO]ES 3737/1o2/1Dl cNS0012REBAR SHAPE CODE 3t37/112/m/ RS0015
BRTDGES AT (CH. 27+860)
GENERAL ARRANGEMENT CUTOE / PROIEC'IION WORKS 3737^O2/rDl BR 101-104b
BRIDGES AT (CH. 32+935, 50+430)
GENERAL ARRANGEMENT 3737/1O2/m,/ BR 105,105o
FTYOVER AT (CH. 33+295)
GENERAL ARRANGEMENI 3737/102/1D/ 3R 106
BRIDGE AT (CH. 34+905, 41+2t0)
GENERAL ARRANGEMENT 3n7/1o2/ID/ aR rc?
BRIDGE AT (CH. 36+15C, 4.f+750)
GENERAL ARRANGEMENT J737/1O2/m/ 3R 108
BRTDGE AT (CH. 41+130)
GENERAL ARRANGEMENT 3737/1O2/IDI BR 109
BRIDGE AT (Cii. 4++370)
GENERAL ARRANGEMENI 3n7/1j2/m/ 8R 110
BRTDGE AT (CH. 45+760)
GENERAL ARRANGEMENT 3737/1O2/1D/ BR 111
BRTDGE AT (CH. 48+380)GENERAL ARRANGEMENT 3737/1O2/m/ 3R 112
BRIDGE/FLYOYER GiRDERS
GfRDERS 30m PRES1RESSED oUlLlNE & REINFORCEMENT DETAIL. 3737/1o2fiDl BR 113-114
GOVERNMENT OF' PAISSTANMINISTRY OF COMMUNICATIONS
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ALL DIMENSIONS ARE iN METERS LII'{LESS OTIMRWISE STATED.NO STONE WEIGHiNG LESS TI{AN 6OKG SHALL BE USED ON RTVER SIDE.ON SLOPES, CARE SHOULD BE TAKEN tr.i PLACDIG STONES NOT HAVING BIG VOIDS THROUGHWHICH WATER WILL CORSE SW]RLING. CO]vIP.{RATN/ELY SI,{ALLER STONES SHOI'LD BE ATTHE BO1TOM.{ND LARGER ONEATT}IE TOP.IF EMBANKNIENT OF GIIIDE BANKS CONSISTE OF ''CH'' SOIL WTTH LIQIND LMIT GREATERTIiEN 50, FILTER LAYER MAY NOT BE REQUORED.LENGTH IS TENTATIVE SUBJECT TO VERF"ICATION DURING EXECUIIONAFTERNECESSARY GEO TEC^TNICAL iI.I\rESTIGATION.
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SECTION D_DSCAIE l:75
, A
NOTES: ***'1. FoR G€riEML ,\or€s REFER owc. EIirsF2. tyoRK ]Hts oRA*1NG lN cot{tul|cnoN wltFl
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TTNDER DRAWI}IG
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TITLE GEN{ERAL ARRANGEMENTPLAN, ELEVAI'ION AND SECI]ONSBRTDGE AT CH. 34+905, +4+210.
OATENOVEMBER, 2016
DR.qHNO NO.
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TEHDER DRAWINGSNOTES
ALL OIMENS{ONS ARE IN MILUMEI'E.qS, UNLESS NOTED OTHERWISE.SERV{CE DUCTS WILL BE PRCVIDED AFTER ONE KILOMEIER IMERVAL OR REQUIREMENT,SPACING & POSNON OF SEM/ICE DUCTS SHALL BE COOROINATED gY Tl.iECONTRACTOR WITH THE CCNCERNED AUIHORTIr OURING CONSTR,UCTION WI?I-IAPPROVAL OF THE ENGINEER'S REPRESENTATIVE.COST OF WOODEN STOPPERS. DRAW CORD, GS FYE, SPUTflNG OF PIPES,PROVISION AND WRAPPINC OF POLYETHYLENE SHEEI, CUINNG AND JOINING WITHEXISTING DUCTS AND/OR ANY OTHER INCIDENTAL WORK SHALL BE DEEMED TO BEINCLUDED IN THE COST OF PIPES AND OTHER REUTED ITEMS IN lHE BOO.DRAW CORD SHALL 8E Dff€NDED UPTO THE DUCT MARKER AND II€D TO THE CS EfE.TYPE OF CORD SHALL BE AS APPROVED BY THE ENGINEER'S REPRESENTA'ITVE.WRITING ON PRECAST MARKERS SHALL BE ENGRAVED.DIAMEIER (D) OF SPUT DUCT FOR PROTECTION OF EXISTING SERVIC€S AND THAI OFADOITIONAL DUCT SHALL BE AS DIRECIED SY THE ENGINEERIS REPRESENTATIVE.FLEXIBLE JOINTS SHALL BE PROVTDED AT MAXIMUM OF 5OOO IN CONCREIESURROUNDS.
I
CONCRETE ENCASSMENT I
MATERIAL LIST,/M
ntrf f i .mtr NO. DIACONCRETE
(Ml
ELEC1RICAL (2 WAY) t o q 0.680
TELEPHONE(2 WAY) 2 1 0 0 0.1 35
TEI-EPHONE(4 wAY) ro0 0.219
wA'tER (1 WAY) J00 0.419
100 100 100 100 100t-J-r-1-l-lfc€rlJl-FEffiBl
f'::i:1i;; ;'-i;-'1
[,:x{xi]-NSECTION B-B
(FUTURE DUCTS FORTEI,EPIIONE CAETES fWO TTAY)
R.O.W IIIARKER
AARANGEMENT OF UNDERCROUND DUCTS FOR REI,OCATION OF OVERHEAD ETECTRIC LiNES
. r 5 o D 1 5 0 . I 1 5 0rffi
(sEE NO]E ,VO. 3 & 4)
DETAIL - A
MINiSTRY OF COMMUMCATIONSNATIONAI, HIGITWAY AUTHORITY
TIONAJ, ENGINEERING SERVICESPAKTSTAN (P1rI.) LTD.
ni AssocnfloN rm{MM PAKTSTAN (P\rI.) LfD.
r{AKr.A (M-1)TO D.I IC{AN UOTORTAY
pAcr(AcE-ll (REITMAM Kr{ErL TO KoT BAJIAN)(sEcTroN - llA)
DA1ENOVEMBER, 2016
, r20oar-T-
flLL SLOPE
VARIES ACCORDING
TO RLL HSGHT
SECTION A.A
P IANcHuTe IYPE (A)
SiILUNG CHAI/BER
^ Jo lF I
N ISECTION B_B
03 412
01 612 A 2OO C/C
g
I l rso-1--
CABIOI{ MATTRESS
PROTECTION
t lI o ll o l
l ' l1-+-t ll n l
l * ll l
l .r| (r!I - rt12 t, 2002OO C/cL_ -05
912 l'o4
SECTIO.N D_D sEcfIoN c- sc2
NOTES1. ALL DIMENSIONS ARE IN MILUMEiERS UNLISS
NOTED.
N $
t.
TEiltDER DRAWII{GS
CONCRSIE CHTMS SHALL BE PROVIOED AT AN INIERVAL OFsOM WFIERE flLL HEIGHT IS MCRE 'IHAN
2M OR ASDIREC'IED BY T?IE ENGINEER'S REPRESENTAIIVE.CONCRfiE FOR CI]UTES COLLECTION & SflLUNG CHAMEERSSHALL BE CI-ASS "A1''.RS-8AR SHALL SE GRADE 60 RE{NFORCEMENT STEELCCNCREIE CHUTE IYPE (A) SHALL 8E USED AT OUTLETSOF MEDIAN OPENING AND AT OTHER LOCAT1ONS OR ASDIRECTED S'Y THE ENGINEER'S REPRESENTATIVE.COLLECT'ION CHAMBER TYPE-C SI.IALL BE USED IN UEU OFTYPE-B, WHEREVER LONCITUDINAL SLCFE OF ROADEXCEEDS 1.02 AND/OR AT oT{iER LOCATTONS APPROVED S/THE ENGINEERIS REPRESENTATIVE.
TI
GOYERNMENT OF PAICSTANMINISTRY OF COMMTINICATINATIONAI HIGHIfAY AUTHORITY
NATIONAI, ENGI}TEERING SERViCESPAKTSTAN (Pyr.) LTD.
IN ASSOCIATION flITHMld PA'CSTAN (.DVT.) LTD.
HAKLA (M-1)TO D.I KIIAN MOTORTAY
pAcl(AGE-U (RETIUAM KHErL TO KOT EATIAN)(sEcTroN - IA)
CoNCRETE CHTJTE (1)
DATENOVEMEER, 2016
DPEWNG NO.3737/102/TD/ DOOI'I
CoI.T.IICTION CHAMBER TyPE-B
- --'l 4z sLoPE I I sl .l
l l l o l
r -T lI zgoo I Et
COT.I,NCTJON CIIAMBER TYPE-CSECTION B-B
TO FILL HEIGHTa 1
SECTION D-D
SSCTION A-A
Ilrj
ts
tal
zFLJJJ
08 r126't2 0 200 a/c
612 + 2OO C,/C
MINISTRT OF COMMUNICANATIONAI. TIIGIIWAY AUTHORiIY
ArcsTAlr (Pw.) LID.iN ASSOCIATION TNTH
MM PAICISTAN (PVI.) LfD.
iiAKLA, (M-1)TO D.i KIIAN }XOTORTAY
PACI(AGE-U (REHI{AM KIIEtr TO KOT BAIJAN)|* -(sEcrIoN - llA) l*''*oururr*. 2016
coNcRETE CHUTE (2)
DRAYYING NO.
3737/rc2/7D/ OOO17A
r 300 r125rl--l-l
SHOULDER I ' I..-1 |
iI
Io l
III
-T-6 i
DETAIT, ,A,
NOTES1 - AII. DIMENSIONS ARE IN MILLIHEIERS UNLESS OIHERWTSE NOTED.
GilDIR DRAWtftiGSSITLUNG CHAMBER GAEION ITATTRESS
PRoFTLE GAme (pcL) { potNT 0F RoTAlroil (pR)
PA\EU€NT EDG€ OFINSDE ROAOIYAY
TABIE-i:.gATfiE 3'PT :!N 3BPME'^TS :DCB '3:Ii
%
,D€sOt rFpt r rAr€ .r w€ i2 N€ Ij 1m / Bf .IOAO . ilF A^F !
50 o.sz I n 1.8
ao a30
i o 0,.{n i
120. c { lI
vIlE n E ioFtE Fti tHts FRo.E6.
PROFITE OF TTPICAI EDGESUPERETEVATION TRA}ISITIONS
ARROW INDICA1ES DIREClISI OFCROSSFA& OF $JPERAAr'AIED SECNOil OF CURVE
PI"AN OF TYPICALSUPEREI.EVATION TRANSITION
PRoFil€ GRA0E-(PGL)
I
PA\€I{ENT EDG€ PROFII.T
I
€\I
@ 664
NOTES :-@
@
-j#*&'
MEDIANAARNER
, { , 4
! * l
_ g + l L-
, € r € , : = ,
, { + r l+ - . : i a
, 9 , 4 r
, + l : , + c-
. t 8 ' + d
SECTIONSDISTRIBUTION OF
' - 4 , - * - ,
- i a ,
== -= -s_
%, { , - s
, : l ! , 4-
%%
OF' TYPiCALSUPERELEVATION
SEIAR.D DEYIATION SIGN(oN sHaRP CURyES)
1 .
2.
1
ALL DIMENSIONS ARE IN MILUMEGRS UNLESS O1HERWS€ St.tOWN.
ALL SUPERELEVA'IIoN ilA-IES ARE EXPRESSED rN UNtffi pER HUNORED (Z).
Jl-glLE cry{qE u!.rE (pcL) ANO potNr oF RorATroN (Fe) 5H111 sg AssHowl{ rN ]llE ryptcal. cRoss sgc110N.FOLLOWING SIGN COTWENITON FOR ST,PERELEVAITON MT€ ARE APPIICABLE(-) wHEit tsT EDct oF pAVEilEtff oR sHouljER, tN otREcTtoN oF
.iRAFflC
IS LOWER ]]{AN RIGHT EDGE(+) WH6\ |lFT €DGE OF PAvEi{sIT oR SHoULDER, iN DIR€cfloN cF TR,AFFIC,IS HIGHER 'TIIAN
RIGHf EDGL
EDCE PROFILES OF SUPER€LEVA1ED PAVEME\T ,AND SHOULDERS SitALL AgFREE FROU IRRECUI.{RMES, ROIJNDING Ar POINTS AC & E SIIAIT EEACHIEYED USING A 20 MEIER ilINIMUM.VERNC",.L CURVE.
lHE FORMUI"AE usED FoR cALcur-ATroN oF rNNER & ouTER TRs ARE AS uNDER:-
O. L€N6IH oF TR = EEquEES-Fi€+8F0srsrcei x pA\€MEMr wrgTr,{ io BE R..ATED
0l)' 's' FAcroR rs TAKEN FROM TAELE-I. ]HE Ls{6rH oF TRs ARE rNBrcAT,Eo oN prJN& PROFILE SHEEIS. wHlcH MAY 8E AO,JUSI€O AS PER Sm CONDmONS AND/OR As AppRoyED Ay THEENGINEER,S REPRESE}[fAT1\8.
7, IHE RATE OF SUPEREI€yATION (S.E) iS REStRrciED To A MA,X|MUM OF 6t_
@
E/
MINISTRY OF COMMUNICANATIONAI. HIG}|IYAY AUTHO
ENGffEERING SERYICESPAKISTAN (PVT.) LTD.
IN ASSOCIATION lIlTHMM PAKISTAIT (PI/I.) i.fD.
r{AKra (u-1)TO D.I KTIAN UOTORTAY
PACI(AGE-U (REHU3NI ICIE& TO KOT BATIAN)(sEcTroN - l1A)
a - - - l - - -
Sr.No iI-
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t h I4 V i
4 1 |l l I
I
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r n iL'J I
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25+400.00m i26.070.90m i-_-_ifA- : -OOO l?nn i1 v I v J J ) i J r r r :--...---.-.-_T
26+!27.36m i-i
/ 6 + L 3 3 . / 3 m I--_26-815.2t5m i---l
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26+877.79m I--'30+739.36m i-30+76736m i---_--.;
30+795.36m I+
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30+795.36m i31+99B.-s8in I3i+99€.5Em i-i
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ievei c i"own I o.o0%l 0.00%l o.oo%i -z.oozl
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g"gn Full swer I z.+a%"i z.+oxl z.+0",',i '2.+ay"'z.+oy"l z.+ay"I z.+oy"i -z.,ao"/,
Begin ivormal Crcwn | z.OA%i Z.AA%| 2.OO%l - 2.00%{-
reuet cro*n T o. ooz; I o. ooz i o. oova I - z. oo"zoi | - . - - . t '
Begin Normal Crown I -2 .00%l -2 .00%i -2 .00%i -2 .0092oi
fn*xor*rt C.wn i -Z.OOy'"i -Z.OOy"l -Z.OOgf i -Z.OOX
Sevel Crown l, -2.0A%'i -2.009'r'l -2.0A%i O.aOon
Beein r"il sup* -l
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" - i i i
f nci fui l Super" I -2.00% I -2.00961 -Z.OOyzo i Z.COZ
re.ret crow" I -z.ooxl -z.ooxl -z.ocxl o.ooz-
gegm Normat Cro:wn l_ -Z.OOZ I -Z.gOgro i -Z.OOZ I -Z.OO7"
EnC rcimai Crcwn I -Z.COy'o I -Z.OOZo I -Z.OOX | -Z.OCZi
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Begin Full Super' iEnd Full Super I
i
z-LQ%i
2.4,a%l7.4Aa/ol2.4A%l
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77 35-1-211.90m
LJ
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2.0ao,6'i
0,0.c% l1 5;1ao/:l
7,AAe/ol
0.cc96l't ftfro/-l
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-2.0:Q9/a-1 ^rno/^
35+L4757m
35+1-75.90m
n Niormal Crown
Lerrel CrownBe -z.ao%l
-Z.CA:%i--i
-7.QAo/oi
- / |^ t "
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End f\iormal Crown!-etiei C,'own
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ry#- l n/ a 49+867,68m Begin Full Super -4.24% -+.zo%l - 4.2ao/o 4.20s/o 4.24% CE 4.7Q%
30 50+498.56m End Fuil Super -4.24% -+.2A%l -+.ZA% +.2Ae,6 +.2A%l GI +{P,c/
-1of/-\r!
5 I 50+529.9'9m Beein Normal Crown -2.A0% -z.oa%l - 2.oo% z.aa% z.Qa% LLt|-l ,y'a2
32 50+558,56nr Level Crown -2.22% -2.A0%l -z.ao% 0.00% 0,00% I a-I 0.t
33 5U+56 L Lsm Beein Normal Crown -2.44% -2.A0%l -2.0O% -7.jQo/o 2.AO%l I trl -2.00wa.,n,z | - t1"'o/ t-34 5U+/91.b4rn Eno Allenmenf I \ -+.uu70 - 1 .WV /O |
- L . vV /O -c:w7o
lll,rtmoNri. ENGINEERING SERVICES
FIl[r.{]asrAN (Pw.) LfD.iN -{SSOCIAT{ON mTrli
BL8AYY P.{ICSTAN (PW.) LTD.
o+ , F oR^ritt !il RAIA S.IAFIOiiAic,A (!4-1)
TO D.I IGIAN UOTORIT{YPACI(AGE-U (REISIAM tGIEtrr T€ KOT BAiJl4\)
(sEcTroN - 11A)
M F
SUPEREI"SVATTON TAELE DETA]ISSC.AI.E
.F[Eft'w GOYERNMSNT OF PA]SSTANMINISTRY OF COMMUMCATIONSItlrTrTnlrit r.rTnlfig^v ATirIrtJnpTT /
Gtnf UAR'irtnaEltr SUEUIrTED i'Y
(9f i i! !:tgtitt u !:xlJl iul RECOUT/EilD€D lll
01 cHo.y'€R. rl OA1ENOVEMBER, 2A16
ORASING NO.
3757/1O2/1O/ TSO018A
REV.
REV. 0A1€ oEscatmoil APPiO.@ TPPRCI\,€D Ot
/<\ - t / ' / \
_l f l "P lh F
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PARfSI srGN S|ZE
I gocn J t20cn
A 1
4.5 l l l
t 7.O
8.0
1,7
a1 125
r 9 r h r + t g l-1 -ft t-F
SERIES OF CURVES(FIRST TO I.EFT)DIMENStrON(cm.
PARI|5e{ gZE
9Ocm 120fr
t +.7
5 . 1
. to
d 44..O
l,+.0 t&7
f
n
r1 .t.5 6,0
t 9 t h r f l 9 r1 f f i
SERIES OF CUR\ryS(FTRST To RrcHT)
I
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/
"l-;\l- |
ai /.
DIMENSION(cm
PARTSSIGN SIZE
90cm l20m
J.5 +.7
l .o
8.7
4.O
1 1 . 3
9.3
0.0 8.0
h
DIMENSION(cm DIMENSION(cm
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1.O
4.7
a
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9ocm 120cm
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a.7
L 7
5r.J
15J
I a.L0
l9 tcnROADWAY"NARROIfS
(FRoM LEFT)DiMENSION(cm)
ROADW'AY NAERO$S
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DUAI CARRIAGETAY STAP,TS
I h t h t h l-l-1-T-r.
DUAI. CA&RIAGETAY ENDS
cm)
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t r4.0 i t 7
f
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DIMENSION{ISdENSION{cm
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9Om 120ffi
1.7
q
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d 20,0
9.0
l6.0
9.0 12.0
7.O
PARTSSIGN $ZE
9Ocm 1 20sm
L A
4.7
+.7
10.o
1,+.0 1&7
5.0 4.7
GOVERNMENT OF PAICSTANMiMSTRY OF COM}dUNIC.{TIONSNATIONAL HIGTIWAY AUTHORIIY
ENGIMERING SER1ECESAISSTAN (P\rI.) tTD.
IN ASSOCTATION {ITIIMM PATCST-{N (PW.) LTD.
I{AKr.{ (il-1)TO D.I KHAN MOTOR]TAY
PACr{AGE-ll (REHMANT Kr{ErL TO KOT Bdr,rAN)(sEcfioN - rlA)
ROAD SrcNS (1)(NFORilATORY SrcN)
DRAWING NO.
3737/102/1D/ RS0019
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i
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9ocn 120ffi
t a.7
4.0
18.0
I 20.0
9.3
14.0 18.7
10.5 14.0
MINOR ROAD FROM RIGIIT
cmPAiT:i
Sign Sia
906 1 2tl,cn
r.3a.7
4.0
18.0
I
f 20.0
1.O 9.J
14.0 ia.7
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o
8.0 10.7
c 10.0
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DIMENSI0N(cmPIFTEi
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socn i t20m
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a.7
8.0
10.0
f 1LO
1 9 r f ; 9 1- - l
T- JUNCTION AIIEA'
DIMENSION(cmPAR1S
$gn Slza
ilT'ro"t
6.5 a.7
+.0
d
t 9.3
I
t 1 .o \1.7
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MINOR ROADFROM LEFT
MAIN ROADMINOR ROAPFROM RIGflT
CSOSS ROA' A"EEA}
DIMENSION(cm
PAR'SSign SrF
90cm 12ocn
( +.7t d
D 8.7
c +.0
7.O 9.3
25 t a
I 8.7
(oN LEFT)IMENSION{c:
MAIN ROA.D(oN RicHT)
DIMENSION(cm
RAWINGS
DIMENSION( cmPAFTS
Slgn Slzt
90ffi 'lzocm
b 8.5
d $.u 44,0
a 9,J
t4.0 18.7
r5.oh 4.0
DIMENSION(cm.PTRIS
9gn s:c
3Ocm 12ocft
f +.7
b a-7
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c 1.O 9.3
f 1,+.0 1*7
2o.o+.Oa 1
D cIa
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9oqr 12&n
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8.7
J9.0 52.0
o 27.O 36.O
t3.o 17.3
GOYERNMENT OF P.{KiSTfu\MINJSTRY OF COMMUNICATIONSNATIONA]. HiGIIIfAY AUTHORITY
SIONAI, ENGIMERING SERViCESPAICSTAN (PYI.) LfD.
IN ASSOCIATION {ITHMM PAKTSTAN (PYI.) LrD.
HAKLA (t{-1)TO D.i ICTA}T MOTORTAY
pAcr(AcE-ll (REHI{AM KttrrL TO KOT BAI&N)(sEcTroN - lrA)
ROAD SrcNS (2){INI'ORMATCRY SIGN)
NOVEMBER, 2016 3fi7/1O2/TD/ RSOo20
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DIMENSION(cm)
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6.5 | 8.7
€.5 | a.7
d 18.0 | 21 .J
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Y.JUNCTION U-TURN DANGER TARNING sI.0r
DIMENSIO cm
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6,5
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DIMENSION(cmPIRTS
slgn Sl&
godrl 120cm
+1
8.7
3.0 4.0
7.O 9.3
DIMENSION(cmPrf,ts
rgn srzt
9Ocm 120ffi
+.7
b
d 7 d 9.3
5.0
I J.J
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TIONAI. ENGII{EERING SERYiCESPAKTSTAN (PW.) LID.
IN ASSOCIATION TITIIMU PAISSTAN (PvT.) LTD.
i{Aica (u-1)TO D.I KIIAN MOTORTAY
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3- PREclsl coNcREIE FouNDAlloN BLocKs SHALL BE cAsI ustNc ctJAss E. ccNclREIE4- slcN PAt{Els sH{:r- 8E MAo€ 0F ALUUTNUU A-Loy pL{T€s oF MtilIuuli Jmm tHrcKN€ss.3- i9i AtL-iRIAlgquR. clRcutAR -srG\s ANO rNFoRr{ATroN srcNs oF LEss IHEN 1.sro so,mARE{ USS TNNER otA 75mm, J.2mm tH|cr qncrjijf el i'Gf. wrnr.6- AI!.SIGN POSIS SI{AI! BE PANTED WfTH NON-R€FLECTORISED STICK ANO WHIIE PANISIRIPES 300mm tuDE7- AI! SIGI{ EACK PA{ELS SI{ALL BE PAINIED MIH GRAY EMUEL PANI..E- AL! POSIS S}|.ALI BE SOOmrn SHORr OF StcN Ttlp.
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ENGINEERING SERYICESAKIST-AN (PW.) LTD.
iN ASSOCIATION MTHMM PAKTSTAN (PlrT.) LTD.
ii4KtA (li_l)TO D.I iGIAN MOTORTAY
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]HE VtNltauft COiiCR€IE CO,ER OF 75nfr, SHALL Be pROvtO€D ON SIEEL tN F@nNc,
IHE ETSE PIIIE OF lHE COUJHN SHAr 8E E\ELED Al{O IHE}I CSOUIED WIIH IION SHRINK GROUTI'SINI STIilAARO APFRO\.ED PROC€DUE.
AI {IC}OR gOLTS SM&I 8€ HOT ilPF€D GAYTdIZED.
JOI!{I IN'iHE IIAIN STEEL PIPE Ir^Y 8€ OF fl.er{GE T}?E s(JEJ€Cr ft' iHE A|GREER'SREPR€S€NfATM APPROVTLAL lYEltS ${LL B€ 6mm lHtCK.
COXIRfSIOR l'oY US€ ALIJM|NUII pttTE (Jmn IHEK)FOR StcN FraENU1S & EOLTS FOR CtAtpS Sr{ tL 8E SpsI \|QJ'ED iFtER lO{IE'{ttc.
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IN ASSOCiATION VITTIMM PAKISTA].I (P\rI.) LTD.
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IN ASSOCIATION {ITTIMM PAKISTAI.I (PVI.) LfD.
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