GGYERNMENT OF PAKISTAN{ MI}HSTRY OF COMMUI\ICATIONS NATIONAL HIGHWAY AUTHORITY F*iilq*n-Y ri$*'**xs HAKLA(M-1) t T* *J-KHA}$ 1VIGTORWAY PACKAGS -EEts {RgHivrANI KHETT A, KST BALEAN } (v )o> ,lr,! b NOVEMBER' 2016 NATIONAL ENGINEERING SERVICES PAKISTA'N (Pv''T') LIMITED - NESpAK HOUSE 2ndFtoor.C.ttatuit lvenue,Sector G'5i'-2 I!-51aFa6' Pakistan' TENBER DRAWIT{GS r-.. frf
110
Embed
F*iilq*n-Y ri$*'**xs - National Highway Authoritynha.gov.pk/wp-content/uploads/2016/12/2467-02-B-IIB-TDWG.-1.pdff lr list 0f draitings: ge}teral i{otes all dimensions shown on pi.an
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
GGYERNMENT OF PAKISTAN{
MI}HSTRY OF C OMMUI\ICATIONS
NATIONAL HIGHWAY AUTHORITY
F*iilq*n-Y ri$*'**xs
HAKLA(M-1)t T* *J-KHA}$ 1VIGTORWAY
PACKAGS -EEts {RgHivrANIKHETT A, KST BALEAN }
(v
)o> ,lr,! b
NOVEMBER' 2016
NATIONAL ENGINEERING SERVICES PAKISTA'N (Pv''T') LIMITED-
NESpAK HOUSE 2nd Ftoor .C.ttatuit lvenue, Sector G'5i'-2 I!-51aFa6' Pakistan'
TENBER DRAWIT{GS
r-..frf
Flr
LIST 0F DRAITINGS:
GE}TERAL I{OTES
ALL DIMENSIONS SHOWN ON PI.AN AND PRORLE DRAWINGS ARE IN ME|ERS WHEREAS ANGUI.AR MEASUREMENTSARE IN DEGREES, MINUTES ANO SECONDS (360' TO A CIRCLE).
EACH DRAWING SHALL BE READ IN CONJUNCTION WITH OTHER DRAWINGS.
GRID CO-ORDINATES AND ELTVATIONS ARE BASED ON UTM ZONE 43-N.
MINOR CHANGES IN HORIZONTAL,/VERNCAL ALIGNMENT MAY BE CARRIED OUT AT SiTE WITH PRIOR APPROVALOF THE ENGINEER.
STRUCTURES SHOWN ON P|-AN/PROFILE ARE SYMBOLTC. FOR DEI',ATL OF STRUCTURES AND PROTECTION WORKSSEE RELEVANT DRAWING. HOWEVER DFI'AILED INVENTORY OF STRUCTURES SHALL BE PREPARED AS PER SITECONDITION/REQUIREMENTS AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR iO COMMENCEMENT OFCONSTMCT]ON ACTIVITES AT SITE.
FOR PAVEMENT MARKING AND ROAD SIGNS, CONTMCTOR SHALL SUBMII DETAILED PI-ANS DMWINGS FORAPPROVAL OF THE ENGINEER.
LOCATION OF UNDER GROUND CABLES/UTTUTIES SHOWN ON P|jNS ARE APPROXIMATE. EXACT LOCAT]ON SHALLBE Dtr'ERMINED BY THE CONTMCTOR AT HIS OWN COST.
ANY DAMAGE DONE TO THE UT1UTIES DURING EXCAVATION/EXECUTION OF WORK/S SHALL BE IMMEDIA"IELY REPAIREDBY THE CCNTMCTOR AT HIS OWN COST TO
'IF{E SAT1SFACT1ON OF CONCERNED DEPARI\,IENT/S.
THE IMPROVED SUBGMDE MATERIAL SitALL HAVE A MINIMUM SOAKED C.8.R. OF 25% N 95% M.D.D. AASHTO T_i8OFOR BOTH FILL AND CUT SECTIONS.
,IO. THE LENGTHS, SIZES, SLOPES, INVERT LF/ELS AND OTHERS GIVEN DEIAILS REGARDING CULVERTS, AS SHOWN IN
SCHEDULE OF STRUCTURES ARE TENTATIVE. THE CONTMCTOR SHALL PREPARE SHOP DRAWINGS OF EACH CULVERTLOCATIONS WI'IH THE REQUIRED SKEW ANGLE AS PER SITE REQUIREMENTS AND SHALL SUBMIT THE SAME TO THE
ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION EXECUTION.
1 1. THE CONTRACTOR SHALL EE RESPONSIBLE TO CATER FOR ALL TEMPOMRY TRAFFIC DIVERSIONS BEFORE STARIOF CONSTRUCT]ON OF THE ROAD TO THE SATISFACTION OF THE ENGiNEER INCLUDING DEIOUR ROAD AND'ITS
MAINTENANC1 SPRINKLING OF WATER, GRADING AND COMPACTTON WHEN AND WHERE REQUIRED AT HIS OWN COST.
PAVEMENT SIUDS AND OTHER ANCILI-ARY ITEMS SHALL BE PROVIDED AS PER THE BOQ ITEMS , AS PER S|TEREQUIREMENT OR AS DIREC'IED BY THE ENGINEER. CONTRACTOR SHALL PREPARE THE SHOP DRAWINGSFOR FACH AC'IIV|TY/ LOCAI1ON ALoNG WITH MET'HODoLoGY AND SHALL SUBMII FOR APPROVAL rrc THE
ENGINEER PRICR TO SIARI OF CONSTRUCTION.
1-r TWO COATS OF BlTUMEl.l PAINT SHALL BE APFUED 0N CONCREI'E FACES lN CCNTACT wlTH THE SOIL. COST OF]HIS ITEM iS DEEMED TO BE INCLUOED IN THE REI.EVENT 8OQ ITEM RATES AND NO SEPMTE PAYMENT SHALLBE MADE FOR THIS I'IEM OF WORK.
14. REI'AINING/DRAINAGE STRUCTURES FOUNDATION SHALL BE PI.ACED ON FIRM,HARD AND ROCK./ STRATA,OR ASDIRECTE9 BY ENGINEER.
15. ROADWAY EXCAVATION MATERIAL SHELL BE UTILIZED IN MOST EFFECT1VE MANNER IN THE EMBANKMENT F/EN
wtTH BLEND|NG /MtxtNG wlTH THE SUPERIOR MATERIALS (lF REOUIRED, WIHTOUT AT ANY EX|RA coST). RoADWAY
SXCAVATION SHALL NOT BE OISPOSED OFF OUTSIDE RIGHI OF WAY, IT IS MANDATORY TO UTILIZE IN THE PROJECI
16. DRAINAGE CHUTES SHALL BE PROVIEDED ON HIGH NLL (flLL>2M) AT FACH sOM INTERVAL.
17. IN SUPERELEVATION REACHES FVC WEEP HOLES WITH PIPE DIA 4 INCH SHALL BE PROVID€D IN NJB AI AN JNTERVAL
OF 1M TO DMIN. OUT SURFACE WATER OR AS DIRECTED BY THE ENGINEER.
TENDER DRAWING
1 .
2.
6-
I
8.
>!'1;'.;n.r?,'
TITLE OF DRAWING DRAWING No' TOTAL NOntr q!.rtrtrTqS. NO.
1/ rn / r n ^6na
LIST OF DRAWINGS AND GENEML NOTES JIJI / IUZ' I IUIU9UVI
2 KF/ MAP 3737/1O2/1D/RMOO2 0 1
0 1LOCATION MAP 3737/1O2/1D/LFOO2
5 SYMBOLS AND ABBRF/IA]]ON5 J737 /1O2fiD/SAOO2B
TYPICAL CRoSS SECTIoNS 3737/1O2/7OITC003*30 n 6
0 17 SCHEDULE OF STRUCTURES 3737/1O2fi0lSS004
8 DESIGN PAMMEIERS FOR BOX CULVERT 3737/1O2/1DISSOO5 0 1
Y rvpfcAl Box CULVERT (GENEML ARRNGMENT) 3737/1O2/1DIBCG006 01
l . AI,! OIHEilS1ONS AR€ IN MITUMETERS UNLESS NOTED OIHERWISE
ROIDWAY EKCAVAIION ITAIER|AL ${AU 8€ IJIIUZED IN MOST EFFEqIT€ TIANNER IN .IHE
EitBA!{otB{t' Evg1{ wlnt BLf,NDtNc /UtxNC \IIIH SIJPER1OR x ElhL {lF,REaUlR€D. wlHI6UT rff/eirne cosl. RoowAY qcrvAlloN srull Not 8E 0lsPosED oFF otfisloERIGHT OF \YAY.
EXISTiNG ROAD TO TOLL PI,AZA
NOTES:-
iiaKLA (U-1)
TO D.J KTI}N MOTORTAYpAclGGE-U (REHUAM KI{EIL TO KOT BALIAN)
GOVERNilfENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATICNAT HiGT{TTAY AUTHORITY
NATIONAI, ENGINEERING SERVICES
. rN -assoclAgroN -Ttrti I ot IMM PAKTSTAN (PW.) LTD.
wal,/stl8
CONSTRUCTION JOINT DE. IA ILSCiIE l:10SECTION B-B
(FOR MULTI CELL)
SEE DENL 'A'
(sEE r€lE+)
7n r-Etaa corcfiEIE
*Is€-dttD FlJ.(sEE K,rE 5)
g:
\4 , .
l z z g l
DETAIL OF WATERSTOP
SECTION B-B(FOR SINGLE CELL)
T'rrdffifffi ffiffiAWgruui$
25mm EIA5I'OIERIC,JOINT SEALAI,IT
AARREL WAI-L
wl{G IYAI
PRATOULOM COMPRESSIET-EJOII{T FILLER
n r r ^ i l ' A 'rJ t_ | /1t L- /-.1
Se{.E l:10
X I A ? - At \ t t t t F \ ' -l \ v t L J .
1-ALL DIMENSIONS ARE IN UILLJMEIERS UNItrSS OTHERWSE NOTED.
2-RENFORCEMENT CONCREIE SHALL BE OEFORMED ROUND BARS OF GRADE SO Si'IEELCONFORMING TO AASI.fTO M31 ASTU A615 WITH MINIMUM YIELD STRENGITI OFoF 4200 kslsq.cm (60,000psi).
3_I{.L CONCRETE SURRIED FACESS IN SOIL SHALL BE PAINTED WMI TWO COATS OF HOTPOURED BITUMEN AS SPECIFIED WIHTOUT ANY DGRA COST.
4-1HE APPROACH SLAE SHALL tsE PROVIDED ONLY IF TTIE RLL ABOVE THE CULVERI ISLESS TT{AN 5OO.
s-WHEN COITPACTION OF M'IUR,AL GROUND UNDER THE BOTTOM SLAE SHALL NOT 8EACHIEVED, SELECTEO flLL SHALL BE PROVIDED IN A OEFIH OF 5OO,TO ACHIEVE THEREQUIRED COMPACNON
6-FOR O DEGRE SKEIV.CULVERT ANGLE OF WING WALLS SHALL BE +5 DECREE. FOR SKE]YO1HER ]HAN O DEGREE WINGWALL ANGLE SHALL 8E FIMUZED AS PER SfrE REAURE}IENTS.
i 1@ ' i ' ) , 3 = - ? : L U L . : \ j + 5 ,A: ?CO = - i f t i ) l i t l l L r 1 1 . - - , n; + &.2CO
.r ,t ..;, aJfrlv --f t,Lb' -ivv
*4 i&2C0-l
I - ? i - t I # ; '1@i ?OO i: .t 12, ")r.\nf, -?
{4' :vv. t < ^ , . 1 n ^
i J i $ . J w
#5 iA2CO
+ +,& 2€)
J, ;l ti' '1 11lI'\1? - f i ( l l . ivv
#+ iA2OO # 4 t&: L25 v - - l t L u . L 3 J # 6,,@ 2OO #6 24O *+@ 150{} 2."3 # 6 :g lCA ++!@2OO
*6&2f , * # 6,.'@ 2CO #4a& 1sc, , ? ^ ' - ^ A
4 0 tqi iuu # 4 @,2*A, , - - . . - -i J i t u L i J
+ 3,.@ 2{,rO # 4 ,€ i i :5 * + t&, 125*l 3-+ ;6 r :@:OO #+i4200
i 3 r@L73 # +,@ i2 : r i : , { , t , ! , - ' 1 t: ' l . ' l : , W . L - 7 . ) #6 *2AA + 6.dl 2C0 = 4 i 1 t : l f t l
/l +-5 # 8,@1 l-75, , - r a - -
- a i 4 , i t 1t \ J . w . ! r u ; 6 ,@ l-73
- 4. r?, ,){ff\7 r J ' . 9 t v , r + 516,1 2OO +4@ 150
# J atz. lJtJ- \ / r ' . \ i 1 t f
;T v ' 1*: i uv: ! . 1 / ; - , 1 - =A - i i L l / ' . a t v #+i4 i?5
5-6, ! , 1 ^ j - n
; 6 i d , r c i j J \ ) t t # . r v v # 6.:@1 l-5O. , - / + . a - A
f \ - , l & : a v v
#5€ i i5o # 5 ,,.@,l isO r+Qj123 + +.:g i25 t a @,2D4 +6G2OO #4G 150, , - . ^ < - r 1
# b f r ' IJU T t r \u,
+ f , € :
l - l i
t30n 6""7 # 816 i -5O
. . - ^ i - n
+ J i4... Icu
# 5 ,@r i5O^ a - ^
; ? u . L L 1 l e v + +'Oj L2-;l r -: ' ,LU. L.L\) #6{A2OO + 6,& 2A0 #+@ i50I 7-8 . '8 iA ; 130 * 3 '& L 'O # 8.0 l-5O
ffiTT[3'O*,CE1YTETTT
BOX CULYERT ]?ING ]TAIJ.SREINT'ORCEMENT DETAIIS
HAKLA (M-1)
TO D.I KI{AN UOTORTAYPACIGGE-U (REHMAI{I KTTEIL TO KOT BAI,IAN)
(sEcfioN - uB)
,TIONAI. ENGINEERING SERWCES
AKISTAN (PW.) LTD.
IN ASSOCIATION TTEI
MM PAI{STAN (PW') LTD'
GOVERNMENT OF PAKISTAN
M]NISTRY OF COMMUNICA
NATIONAI HIGIIWAY AUTHORIIY
SSE DETAIL 'A, SEE DETAIL ,|
PLUH CONCRSIE
TABLE:.
I Y r L - i
PLUU CONCREIE
F/C WEEP HOLE 1OO D!O2rn C/Q (SIACCERED).
RL1ER ITA1ERIAL200x200x200
Co}+CRETE 25omm
PVC {EEP HOLEozm c/c (SnG
/-SEE DEiAtL 't'
i RL1ER }IAIERIALt z.OOr2OOr2o[J
PLUM CCNCRETETrPE 2
coNcREIE 25omm
TYPICAL SECTION OF PLUM CONCRT|'E
'Rfi-AlNlNG ',tlALL TYPE 1
TYPICAL SECTION OFRETAINING 'rt/ALL
TYPICAL SECTICN OFRETAINING/BRFAST
PLUM CONCREIEWALL ryPE J
TYPE-2TYPE_Jo < 4 0 '
TYPE-3o > 4 0 '
a/c 100ult DtA
flLlER ilA'IERIAAT 'XEEP HOIIS
DFI'AIL "X,'
* . .
NOTES
1- ALL DIMENSIONS ARE IN MILUIiTFJERS UNLESS C1HERWISE NOTED.
2- WESO HOIJS F^/C PIPE 'IOOMM DI{ SHALL AE S'IAGGEREO AT AN INTERYAL OF 2M \€.iTICALANO HORIZONTAL.AND A.S ADOMOMLLY DIRECTED SY lHE ENGINEER.
J- ]HE SLOPE OF WEE.tr HOLE SHALL BE 1 tN 8 FRCM EACK OF lHE ''YAIL iO THE OUTER FACE
OR AS OIREC1ED SY THE ENGINEER.
4_ TYPE OF RETAINING WALL SHALL EE DECIOED AI TTIE SIGINEER AS PER SITE CCNDITIONS KEEPING
FOLLOWING IN VIEIII.S- PLUM CONCRETE (2:t CONCRETE
-|o S|ONE RATIO HAVING SrONE SIZE e{NGiNG EmVEEN 200-300)
EE LMUZED.
6- 'IYPE 1 REIAINING WAI]- SHALL BE PROVIDED WHERE lHE ROAO IS WE I AWAY FROM lHE NALIdII,
RIIER,/RMNE.7_ TYPE 2 RSTAINING WALL SHALL SE PROVTDED WI'IERE ]H€ ROAD IS IN CLCSE VICINMT OF THE
RIVER,/RMNE OR CUFF FACE.
8- l(PE J REtAlNrNc WAlr SHALL BE PROV|DED TO REIATN ]!rE SCREm MAIER|AL (BREASI- IYALL).*.\.r.--'. tI 9- stNGLE FAcE BARRISR sHAlr EE pRovlDED AT loP oF RErAtNtNc wALL AND AT orHER HAzARoous"\'l.h LocATloNs. GUARD RAL SHALL BE pRovlDED rF nLL HEIGH > 4m 0R As DIRECTED BY THE ENGINEER.
1 ::i: to- vERTIcAL sLope To THE oUTER F:AcE 0F THE REIAINING IvALL TYPE 2 cAt'l BE cHANcE uP
J i;'i To 1 lN 10../,..-:j' ii- payilENT FoR wEEp HoLEs AND RLTER MAIERIAL ts INcLU0ED rN THE ccsr oF 0IHER mMS Al.{D.i:.d; r 1- pAyltENT FoR wEEp HoLEs AND RL'TER MAIERIAL rs INcLU0ED rN THE cc$ oF otHER mMS A\D't';i
')t SHALL NOT BE PND SEPNRIT€LY.
I
rj99-rJ-?$1tuq*I l - f f i
coNcRgIE Cl,rss 'A1:.
00r
Frc WEEP ftotl IOO
n(m
B(m)n a n
0.80r ( n 001 r1n
a 6 n 1 i n
1 . 8 0
2.00t 1 r )
6.00 2.903.40
8.00 a q n
H(m)
3(m)
! l n c.80t n n 1 o i
3.00 1 .70
+.00 2.+02.701 n n
6.00 +.00+.70
8.009.00 O . U U
4 A n
1 1 . 0 0
7.80
H(m)
B(m)
1 ( n 0.80r n n 'i .00
2.30 1.40
" n n 1 . 7 A
4.c04.50 2.70
3.00i < r 1
o. uu a 7 n
6.50 4.00
7.00 4.407 ( n 4.70
8.00
n(m)
B(m)
1 .50 . 1 040
o q n .701 d n , n r l
? E N r . t n
+.00 2:7Q
4.50 J .UU
J . Y U
6.00a ( n +.707.00 q n n
SINGI,E FACE BARRGR
TYPICA], PLUU CONC.RSTAINING TAi.t DETAIIS
IIAKLA (U-l)
TO D.I KITAN MOTORTAYpAcr(AGE-u (REI{IIAM KHEIL TO KOT BAIIAN)
(SECTION - llB)
ENGINEERING SERYICES
PAKISTAN (PW.) LTD.
IN ASSOCIATION YNTi
MM PAKiSTAN (PVT.) LTD.
GOVERNMENT OF PAIOSTAN
NATIONAL HIG1IWAY AUTHORIW
DETAIL 'A,
. .a
SHOULDER \: f
r- I i-lt tt l
IDII
1I
11ri
L INEH'e iqht
l -
II
WEEP HOLES @ 1.5MPVC PIPE i 00mm dio
H/v
-;--T--i l J e' -JuU------!
-
Exponsion
100 mm BL IND CON
TXPANSION JOIN_I DTTAIL
NOTES:
1. STEEL ASTM 6'15 GRADE 50 SHALL BE USED.
2. 28 DAYS COMPRESSIVE STRENGIH(CYLINDER S1RENGTH) OF CONCRETEsHouLD BE 280 KqlSq.cm.(4000 PSI)
3. PROVIDE CONSTRUCT]ON JOINT NOT FUR1|iER APART 15m.
+. ACTUAL LOCAIION, LENGTH, HEIGHT SHALL BE DEC:DED\APPRoVEDBY THE ENGINEER PRIOR TO CONSTRUCTICN AT SIIE. SHOP DRAWINGS AS PERNATURAL GROUND CONDI]ION SHALL 3E SUBMITED FOR APPROVAL.
5. WEEP HOLES (PVC PIPE 100mm dio) SHALL BE PROVIDED STAGGERED AT ANINTERVAL OF 1.5m VERTICAL & 1.5m HORIZONTAL OR AS DIRECTED 8Y THEENGINEER.
6. PAYMENT OF \tvEEP HOLES/FILTER MAIERIAL lS DEEMED TO BE INCLUDED
IN THE OTHER CONSTRUCTION ACTIVITIES OF RCC RETAINING WALLS &NO SEPARATE PAYMENT SHALL BE MADE.
TWO COATS BITUMEN PAINT SHALL BE APPLIED ON ALL CONCRE]E FACES IN CONTACT
WITH THE SOIL, NO SEPARATE PAYMENT SHALL BE MAD€ FOR THIS ITEM OF WORK.
ROCK FILLMATERIAL
FILTER MATERIAL
SEE DCTAIL'X,
@i .5m C /C
. N
1A
HAKLA (U-1)TO D.I KHAN MOTORTAY
P.{CKAGE-U (RSHUAM KTIEIL TO KOT BAJJAN)(sEcl5oN - 118)
ENGINEERING S8R\TICES
PAKTSTAN (PW.) trD.iN ASSOCIATION TTffi
MM PAKISTAN (PvT.) LTD.
GOVERNMENT OF PAKiSTAN
MIMSTRY OF COMMUNICANATIONAJ, HIGI{WAY AUTHO
DR{WING NO.
3737/102/tO/ RRW0o10
ATIUOHIOV TYIIHCII{ TVNOI.TYNOI,IYSINO}II{OJ dO AUJSINiTT
PACT(AGE-U (REHUAM KtrErL TO KOT EATJAN)(sEcrroN - ue)
RCC BREAST ilAtL TABLENATIONAI, ENGINEERA\IG SERVICESPAKTSTiN (PYI.) trD.
iN ASSOCIATION YITI{
MM PAKTSTAN (Pm.) LTD.
GOYERNMENT OF PA]GSTAJ.IMIMSTRY OF COMMUNICANATIONAL HIGHWAY AUTHORITY
DRAWNG NO.
3737/1O2/1D/ REW0011
' j 4 .JL: \LKAL:
r,1 sPEOnC 'O '*Oraa, oNLY AND SHOi'LO aE.AEAD IN CON.JUNC]ION WlH ]HE PROJECT SPEORCA1IONA STRUC1IJRAL ENENEERINGone$xcg RELEVANT CONTRACT CONoITINS ND AneINEER',S it{SIRUCto|ls.
1.2 Alr 0RAWTNGS Stl^t! 9E CO-ORDINATED 'rillH O1HER sPqq !lI-.'- onrull,ics z DETAILs. ANY DtscfiEPANcY' ERRoR oR REcnRc roNlF REO{JIRED, STIAII. BE SROUGHT TO lHE NO1IC€ OF]HE E}IqNEERFOR NECESSARY APPROVAL
J.3 AtL OIITENSONS ARE IN MILUITEIRES ANO €LEYANOilS IN ME:TRESUNI€SS SPEOFIED OfiERI$SE
1.4 ALL EII\r'ATONS SHOTT'{ OI{ DRAITINGS ARE FINISHED SURTAC€r€\ds uNtIss NoIED OfiERlnSe
oTHERWtSg1.8 lHE CONTRACTOR $IAU SUBMIT. COMH TE UEIHOOOLOGY FOR OIFFERENT
YroRl( rElls uKE o(cAvATlo{/EACIOLlNq oEWAIERINC/DRAII9E' CONCRETNqurnr.io,lt lulcrmrc oF clRoERs, JONTS AND POST-'EN9oN|NG EICFOR APPROVAI OF ANSNEEN.
1.7 9,IfHAlE RESSIANT CA.ENT SfiAII BE US€D IN COI.ICRETE FOR ALL PIERS / PILES.
1.8 ^II FACSS OF CONCREIE IN A€U]UENTS AND tTtNG WALI.S II{COi|TACT'iT'H SOIL EJAII BE DAYP PROOfED \IIIH 1I{O COATS OF$N'MINOUS MATERTAL AT NO OflR^ COST.
DESIGN SPECIFICAIIONS: 6.21 AAS{TO STANDARD SPEqRCANONS FOR HIGHWAY SRIDGES -
2092-22 ''|EST PAKISTAN CODE OF PRACIICE FOR HIG[llV Y BRIDG€S -1967 (YflERE
APruCAEr-E)
LIVE LOADS:11 gNGr.E LANE of crAss 'M' (MIUTARY LoADING TANK 79 tr!) 9R-
Tr{hEE z ioun ulEs oF qJlss 'A' LoAolNG'oF \lEsl PAKISTAN coDEor pnicnce FoR HtcHwAY ERIDG€S- 1967 \ltllcHE\ER Go\ERNs
3.2 A SINGIE LOAD oF 95 kN (21 KIP) ON 3OOmmt6O0 mm AREA FOR lHEDESION OF DEd( SIIB ONLY.
MATERIALS: / '
+.1 AU lHE MAIERIA|.S AND IVORKIaANS'i|P sFlAtI 8q ACCOEDtI-C TO t]lE' iEr{To spEoncAtlotts AND Asllt STANDAFDS Ex@T \slEREriooriio eao'fl, oR lN 'PARllcul.rR gqgncA1toils ANDSPEOAL PROVTSONg OF ]ENO€R OOCUUENTS.
4.2 CONCREE
CONCREE CLAS€IRCATIO}I ANO STRENCfiS S}IALL 3E AS PER TABLE dlEN BELOIh
1'T------ ---T-sdWi#2a5 (3500 pc)
28o (4000 p.i)
- MATERIAL iOR CONCREG CO!€R
BAR SJPPORTS SIIALL BE PRECAST UORTAR qLOAqJ!4qc 0x^i'srel sup-ioRls. .voniln gloo<s sflArL BE cQil{Bqcco AtiDcriffi. +te liixuui coveness\€ slREt{cIH 0F !9ET^L99ioi-Eiocxs siiiu Eoun- IHE MINIMUM corPREsq\E sIEE1GIHbF'cotcn'Cre ron rHE sfiucruRc fiat ARE usq l!:,.y.ontrnsloo( srFionrs sliAlJ. 3E ATTAcIIED To lHE s4PoRIED.BARsiniANs oF ro-clucE
"sRE cAsr lN lHE c€NTER oF EAcH
8LOCK.
PRESTRESSED GIRDERS:
6.1 GIRDER TOP SttAtI SE ROUGTIENED TO A RJII AyPUTUDE oF {t mn'
6.2 CTRDERS SIIALL 9E INS?Atl.Eo lN .iH6R COf,RECI Poq!q!-of{-.-
iEXnics di Guuqrtxc ^ND sHltt. sE IBTPoRARILY BRACEDUNIIL CASTING OF OIAPHRAGIIS
6.3 rF UFnNG MSTHO0 lS USED, CTROERS SHALL BE gqED FlOr-- aonl' aios usNc urnuc Ho-es / s-ee\Es BY il€ANs APPRo\GDBY lHE S{SNEER.
6.* IF LAUNCHTNG IS USED THE M^XTUT' CAIIII.S€R O\ERHA{G SII^LLI{OT E(CEED J M.
POST-TENSIONING:7..' A IrULTI-SIRAND POST'IENSO{ING S}STEII SHALL BE USEO.
7.2 ALL cABtlS sflAtl- gE 9IRESSED. glrULrArlEOUSL-t- FRO* aOlH''- or5s, ru *e oRoER sPEclflED fi iHE oR.lHNGs.
7.3 CASE DfiENSON lNCl'lJ0ES A PULL-iN MARqN ff 6 mm AT EACHSIRESENG END.
THE JACXING FORCE CAEIE ELONG noil AND LOO(NG ! IPPAGE#iu-'sE N lctbRorlcE tntrt fiE oRAulNcs- AllY DEVAIoN - 0Riih'ifrton
- uiisr aE nsponmo to rxE ENqNEER BEFoRE
coilTlNUlNC SIRESSNC VTORK.
lHE CABI-E AXls vusT cgNooE "ill}l
IHE Al{ctloRAGE AXSqil-rND iHE rNcxbRAGE FoR A LENGTH 0F AT LEAsr 1o@nm 0R;nuupsr !5.rdrH, 'rilrlcHgvER Is GREAIER"
8. FOUNDATIONST&1 ALL lHE qcAVAlloN FOR OPA{ FOUNDA'Ilotls / Box C14!q1TS-*IALL-'
Eisiid.reciEb ro lxspecrotl sY lHE EileNEER Pfdffi ro PoTJRING
3.4 PILE '.OAO ]EST:lNEn'rvo IILES +lculD 3E CAST, .{S *lOV,t{ ]N tRAlltNG: .rNDAT LOCATION OIREC1ED BY I{E SNGIN€ER. iOR PILE I.OAO JEST. P[€J{AU- 8E iESlEo UFTO 25 nU€S 0F lHE oEgCFl LOAO. Plll LOAOlEsEi ${iTL 8E CARRIED OUT AS PER ASIM OEslq{ANON D 11€-A7 AND TE€T RE$JLTS SHAII 8E SUEMITTED TO IHE 9{qNEER iORAPPROV L CONSIRUCIIOI1 CF \rcRKNC Pll-85 SH,qLl- COlltlENC€AFIER COTfi€Iot.I ^ND IN'IERPRETAIIOII OF TEST RESIILTS.
8.5 PROOF LOAD IESN.IHE 'iloft$Ic PIIIS S}IAII 9E CONSIRTJCTED AS PER
'IHE fu{AL
OSIGN, AT IIAST ONE OF lHE 'flOR<ING PILES SSIA! SECJBJEC1EO TO PROf LOAD 1EST TI1H LOAD ON€ ANO A HAU: ]IMES]HE DESIGT{ LOAD.
&8 PI.ANNINC FOR LOAD TESI9 SIJPERVS1oi{. INIERPREfA1ION OFRESI.ILTS AND LOAO CARRYING CAPAqTY AflALlES STIALL 8ECARRIED O{JT BY'IH€ ENCN€ER,
8.7 B€HINO rHE AEJIIiENT At{o \ttt{G WAJ-S. COaFACTED CRANUIJ|R EAClGllJ-S}IALL BE fiJ{C@ IN LA1GRS OF ]HICKN€€6 APPROPRIAIE M fiE COT'PACTIOI{EqJlPuENt ENSIRINC A ulNluull lN SIU col/PACnON 0F 951 MOIRED PRoCTOR.
9. JOINTS:9.1 lHE COI{IRACT(N $AL! CJBMIT COTPISIE LAYOTJT AI{O DETAII.S OF ALL
COIiISIRUCNON JqNNi FOR APFROVAL OF fiE A{ONEER'
9.2 COI{CR6!E lN oEq( StlS StlAlI BE PLACED lN FULL "rDlH.
NO
CONSIRUCTIO{ JONT ${ALL 8€ PERI'ITTED. DIAPHRAGI/S AND OECKstl€ $lal. 9E CAST lrONOUlHlCAtlY. O(CEPT AS Sttollltl o.{ oRAV(NGAT LOCATION Fffi INSTAIIA1ION OF O(PANSON JdNTS
9.3 @NERTIE FOR 'IHE
E^RRIERS AND S1OEWAIJ<S SHAI.L 8€ FI-AC€D NOSOONES
'IHAN 20 OA)S ^FIER PUONC OF Cq{CRrIE IN 'IHE DECK S1AA.
^NO MIN|IIIJM CAP AR€ 3ONM IN lHE DIRECIICI{ OF 1RAFNA OFANSIO{ JOINTSYS'IEU STIAI-L 9E INSTALI.SD AT IIAST ONE MOI{1H AFIER COMFTEIINC ]HE OEd<OR ACfIIEIING REO{JIRED COMPRESSV€SIFENCIH OF OECK SIA WHICTIEVER ISEAruER IN BLOq< OUT PROVIDEO AT'IIUE OF POTJRING DEO< SLA8. CSI1RACTORSIIA! SIJSMT NECESSARY INSTAU.AI|o|{ DEfALs FOR g\lqNEER,S APPROVAL
SEFORE STARTINC'IHIS ACTIVTY.
10. BAR BENDING SCHEDULEOEfAILED AAR SENDINC SCHEDULE SSIAIT BE PREPARED BY iHE
CfilRACI(N ,|r{O SJEHITIED FOR €NqNEER,S APPROVA.
LNP LENGIHS AND STANDARD HOO(S *IAI Sg AS d\EN EE.OTT
LAUNCHiNG OF PRECAST GIRDERS:COI{IRACTOR E.IAII STJBITIT ITS '{IORK STA'IEUENT FOR UFnNG]HE GIROERS TO ftE ANCNEER FoR ITS APPROVAL UFNNG OFS@ER STIOIJLD 8E OONE DURINO NIS{T NilE AND OFF OAETo A\OO ]RAFFIC O|SruRBANCE.
METAL WORK:15.I MAIERIAIS TO 8€ IN TCCORDANC€ Hft]HE 5?ECIRCATIOilS.15.2 AtL .'Gt ED COilSTRTTCIOf{ UNTfSS oIHERHS€ NOTED.rs.J Au- stEEL To B€ pAt{tED oR cr-Vnrzgo As otREclED By tHe15.,+ AtL SI|EAR EDG€S TO 8E CfiOUNO $r0o1|{,15.5 l[ \TELDS SlAlt BE 6mm Coa{lINOiJS F1U€f ''GLD, FtO)(x
I 1- i .50 + 5 @2AO # + @2AA # 5 ,@2AA # 4,@2OA il tL 'G: DOO * L 6; )Af i #+@, 12s #+@12s # 5 @,240 # 5 @,2AA #4@ 150
2 2-3 # 6 @2OA lt 4 Gi )oo # 6 @200 #+@2AA #+@2AA J 4 l i t ) O i #+@r2s ++@, 125 #6@2OO + A / ; , a1t \7 V t W , . a V V #+@154
- 3-4 # 6 @,24O + + @2OA # 6 @2A0 #+c4zaa * + ,@,2OO + i ,r;, onnf t Q W a W \ J #+@\23 #+@, 12s #6@2CO #6@2OA #+@75A
/ l 4-5 : f x ( n t | / - .' t v s 9 . , ' v tT \J tw, r t Jt r \ l l l t I t ' \j ' v t y , : I v i f \ J \ L U , L I 9 1T .) tLU, L t I
+ { / / Y l | / \V \) \tU, L I \J #[email protected] #+@,r2s #6@2AC # 5 @2AO #+@. 150
.1 * R l i r ' 1 5 O t t - ^ . - A
:7 U ILL' , f , \ - / \ - / #6@150 r r . - ^ r F n
iT J t.LU, L \) v+ ^ / / t t I \ t tT J \ L U , L ' V #[email protected] I A / ; , 1 4 < #6@2AA #6@2AO #+@L5A
6 6-7 # 8 @. 1s0 f f \ ) t L U L \ J \ J= h ( n l l : a l l
t t - 4 1 P
fr \J \w, L \) \)t t - ^ a -
:t 1 r 't l I ' \{ t : t 1 / r r ) l 5 l ) 4 4 O i t 1 9 4 #4@i2s #6@2AO #6@2AO #+@150
7 7-8 #8@130 i 7 \ , ( L Y a U v Jt x lrr) 1 _-\l I l f J \ L U , L ' \ J # s @ 1s0 * 4 6 t 1 ) S & 4 a h 1 ) ^ #6@2OO #6@2AO u4 rA1<n' r | , 9 , r v v
GOYERNMENT OF PAICSTANMINiSTRY OF COMMUNICATIONATIONAI, HIG}TITAY AUTHO
i5*d glo f tGtlEal €flcdl 5qtoffi
sEur ,,a (Fs1E rgffi Ellr(! c f4tltlo(f c r lgff. rEa|l f m lt) r-ilet nScrEtt rcct aoaIF ffi ! fl.p a.oB cE|lEiltcl
t ot rft ftqerdL 4 t a l -
OIr:-4.Irr^3/ l 3 iV l ';ffiry,'* l$<--r-:=
fi'elolo+iEt adr dr'ls|dd
b, { t r ! -
iL_-R/lPl_
NOTES:
1- 'f rao 'd'rlG ltc iltEti 62- 'ir' S 1l€ nilJ3 t FO t. RtOOtG
l€.04
A - ffi.rd (b(m)
8 - Far cr'brftn)C - ild bdrr(nn)
i{AKr.,A (M-1)TO D.I KIIAN MOTOR]TAY
PACI$GE-U (RsirUAM TGTEIL TO KOT BAUAN)(sEcrroN - uB)
REBAR SHAPE CODETIONAL ENGINEERING SERYICES
AKiSTAr.i (PW.) LID.iN ASSOCIATION WITII
MM PAKISTAN (Pm.) LTD.
OYERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONATIONAL HIG}IWAY AUTHORITY
DR,qHNG NO.
3737/102fiD/ RS001s
stEllt5 offint- crEl x saEul
5lo c !trriExt cr ag|. LEfll{ 6 :iln (u I qlril r,o ffi*x3 1E-oe urE|sxl! | 5tl|E fleo aqtEN.IEl t ffii x $Iorll
*l' l i
TENDER DRAWINGS
iIII
l:
$A
,/
w(mm)
n(mm)
600 600
r000 0uu
1 000 600
1200 600
TABLE FORDRAIN TYPE-III
PLUM CONCRETErOE WALL
--JURB STONE
2OO THICK CONCRFI-E CLASS(25ooPSr)
A
CUT LINE
II
|,1l -
t >l v
t -
I
tI
LEAN CONCRETE 2OO
Trvlf 11lTi. \r r r ! \ r v l rrYPE(la)
, 2 0 0 , \ Y 1 2 0 0 , v A R l E s500(Min) ,
I
I
SHOULDER
, ,1O C/C 2OOt.10 C/C 2OO
I
N lI
o l
LEAN CONCRE'ETTPE_NI
V A R I E S
1.30m
2000 j 1000 r-r--_1I I
CCMPACTED EARIH
coNcRm cL4ss "3'(200)(uN€D PAT.TNELS ilOr
qCEEDS JOOO IN WIDTH)
TYPE_IV
NOTES: =1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIRED.
2 INVERT LS/EL OF DRAIN SHALL GENERALLY FOLLOW PROFILE GRADE ANDSHALL BE CCNNEC'IED TO AOJOINING CULVERTS/CHUIES.
3. SIDE DRAIN TYPE iII SHALL SE COVERED IN SUILT UP AREAS AT LOCA1ION WHEREACCESS IS REQUIRED FOR CROSSING OR WHERE SHOULDER IS EUMINA:IEDDUE TO UNAVAII-AEIUTY OF SPACE .
4. ACTUAL TYPE ,LOCATION, LENGTH, SLOPE AND INVERT LEVEL OF ORAIN SHALLBE AS APPROVED BY
'I}IE ENGINEER PRIOR TO CONSIRUCTION AT SITE.
5. ToE WALL ALONG DRAIN TYPE(1b) SHALL BE PRoVIDED wtTH PLUM coNcREIE.WHERE HEIGHT EXCEEDING 2M, THE BASE SHOULD BE FOLLOWED AS PERDwc 3737/|o2fDl RwPoos
HAKr*{ (U-1)TO D.I KHAN MOTOHTAY
PACI(AGE-U (REHMAM KI{ErL TO KOT BAUAN)(sEcfioN - nB)
TYPICA.L DRAIN DETAILNATIONA]. ENGINEERING
AKISTAN (PW.) LTD.iN ASSOCIAfiON Trtr]
Mld PATCSTAN (PW.) LTD,
GOYERNMENT OF PAKISTANMINISTRY OF COMMUNiCATIONSNAfiONA], HIGTIWAY AUTHORITY
20mm CHAMFER
0120150
010o150 c,/c
coNcRfiE ct-Ass
500 1 trn trEt 7(t g v v v r / v
C\lr d
c\I
F,-
IIIi
I=
t
CCNCREI'ECLASS
012@150 C/C
8-012
f.)
DOUBI,E FACE BARRIER(IN lfNnIAN ONLY}
PCC CURB STONE
ASPHALT LEVEL
010o150 c,/crTYP \
80 LEAN CONCRFI'E
COI€REE CIJSS E
t€rr coracf,EE
4 - 1 2 Q
SINGIE FACE BARRIERiAtsOVE SETAINING YAI,L)
CONCREIE CUSS
50 CLEARCOVER
| / - |1 2 @ 1 s 0 C / C
SiiOULDER
ASPHALT|C CONCRETI
ASPHALTIC CONCR$E
-TI
rlII
NWEARING COURSEC'AJE. \-UUK>C.
AGG BASE COURSESUB BASE COURSE
SINGLE FACT
HAKLA (M-1)TO D.I KT{AN MOTOHTAY
pAcKAcE-ll (REHMAM rs{EIL TO KOT BATJAN)(sEcrroN - uB)
TIONAJ, ENGINSERING SERYICES
AKIST-{N (PW.) LTD.IN ASSOC1ATION TTTH
MM PAKISTAN (PW.) tTD.
GOVERNMENT OF PAKISTANMINiSTRY OF' COMMUNICATIONATIONAL HIGFfifAY AUTHORITY 737 /102/1D/ 00016A
:25 225 225 ?25 )25,-
EYE FOR FIXING.T CHAMFERDRAW CORD \ 40. .10
.1-N INl
-h
Rt=i l 19
VARIES1 f - z
PREC,CSI MARKER2 5 0 x 2 5 O x 3 0 0
ri,.. ' i
PREC,{ST OUCT MARKER ON EOTII SIOES _.I(sEE DE-rArL) I
I
t \ lS l--7A---l
+%
TYPICAL CROSS SECTION OF SER\TICE DUCTS ACROSS E}FRESSTTAY
CONCREIESURROUNDcLAss '3'
5 D|A CS E./E FORRXING DRAW CORD.
.: if:
r 1 0 0 1 2 5 0 1 t 0 o r
EI,EVATIONPRECAST DUCT MARIGR
PI,ANPRECAST DUCT ilARI(ER
SECTION A-A{ruTURE DUCTS FORETECTRICAT CABIES)
00 t uF/c PIPE
SEE DETAIL A
I
| | I L I r l A . r | r ,
--lB b
lB-r- l"- - - - - f
PIdN
ffi
. . toxinh cr.os! 'q'..1t . : r : ' : : ' . , .
. . , 1 : . . . i ' . . _
,: .:a;\\ r 1\ l
' ! . . . .
DUCT FOR PROTSCTION OFEESTING SERYICES sgcTioN c-c
(FUTURE DUCTS FOR TATER IJNES)
ENGRAVING TO 3EPAINTED IN BLACK
PAINTED IN WHITE
SIZE OF DUCTS(As !{tD)
o t lo t l
o t to t l
Bl Bl- r 0 lo t lo t l
o t i
I
olql
III
nlII
JNl
o t
o l
o f
oio l
:irJl
ABDMOML UF/C PIPE
, 500
. roo.roo roo roo,roo.t-t-t-t-t-l
00 r uPvc PtFg
SECTION B-B(FUTURE DUCTS r0B
TETEPKONE CABLES 4 ]rAY)
SECTION B-B(FUTURE DUCTS FOR
TEI,EPIIONE CABTES TTfO ffAY)3OO O UPVC PIPE
R.O.W IARKER
ARRANGEMSNT OF UNDERGROUND DUCTS FOR RETOCATION OF OYEREEAD ETECTBIC UNES
NOTES1. ALL OIMENSIONS- AflE IN MILUMETERS, UNLESS NOTED OTHERWISE.2, SER/ICE DUCTS WILL BE PROVIDED AFTER ONE KILOMEIER INTERVAL OR REQUIREMENT.
SPACING & POSNON OF SER,/ICE OUCTS SHALL BE COORDINATED BY T}iECON'IRACTOR WITH THE CONCERNED AUTHORITY DURING CONSIRUC1ION WITHAPPROVAL OF THE ENGINEER'S REPRESENTATIVE.
J. CCST OF WOOOEN STOPPERS, DRAW CORD, GS EYE, SPLTTflNG OF PIPES,PROVISION AND WRAPPING OF POLYETHYLENE SHEEI, CUTflNG AND JOINING WITHExtsirNc Duc]s AND/OR ANy OTHER INC|0ENTAL WORK SHALL BE 0EEMED TO BEINCLUDED IN T}IE COST OF PIPES AND OTHER REI-ATED ITEMS IN THE BCQ,
+. ORAW CORD SHALL BE EXTENDED UPTO THE DUCT MARKER AND TIED TO THE GS FTE.TYPE OF CCRD SHALL BE AS APPROVED 8Y'IHE ENGINEER'S REPRESENTATIVE.
5. WRMNG ON PRECAST MARKERS SHALL BE ENGRAVED,6. orAMfiER (D) OF SPUT oUCT FOR pROTEfiON OF EX|STING SERVTCES AND THAT OF
ADDMONAL DUOT SI.{ALL BE AS DIREC'IED BY T]IE ENGINEER'S REPRESENTATIVE.7. FLEXIBLE JOINTS SHALL BE PROVIOED AT MAXIMUM OF 5OOO IN CONCRE]E
SURROUNDS.
MATERIAL LiST/M
DUCT TYPE NO. DIACONCRETE
(M9
ELECTRTCaL (2 IYAY) ) aaE 0.680
rrpHoNE(2 wAY) 2 100 n 1 a t
TELEPHONE(4 WAY) 100 0.219
WAIER (1 wAY) 1 1m 0.419
.?. . ' .&1 1 9
.':|
4
"lrj''i/t
1 5 0 9 . 1 5 0 D 1 5 OIffi
(sEE NO-IE NO. 3 & 4)
riAKr"a (M-1)TO D.I KIIAN MOTOilTAY
PACKAGE-U (REHUTM KlrErL TO KOT BAUAN). (sEcTroN - uE)
.TIONAI. ENGINEERING SERYICESArcsTAN (PW.) trD.
IN ASSOCIATION rITH
MM PAKISTAN (PVT.) LfD.
YERNMENT OF PAKISTANMINISTRY OF COMMUNICATINAfiONAL HIG1IWAY AUTHORITY
SECTION A-A
PLANCHUTE TYPE (A)
ST]LUNG CHAMBER
I/PE-A
O{BION MATTRESS
PROTECfiON
01 012 {D 208 C/C
SECTION B-ts
sEcTlON C-C
NOTES1. ALL DIMENSIONS ARE IN MILUMETERS UNLESS CIHERWSE
NOTED.2. CONCREIE CHUT€S SHALL 8E PROVIOED AT AN INTERVAL OF
50M WH€RE RLL HEIGHT IS tvlORE THAN 2M OR ASDIRECTED BY THE ENGINEER'S REPRESENTATIVE.
3. CONCREIE FOR CHUTES COLLECTION & ST]LUNG CHAMB€RSSHALL BE CljSS ..A1 '"
4. RE-BAR SHALL BE GRADE 50 REINFORCEMENT STEEL5. CONCRETE CHUTE TYPE (A) SHALL BE USED AT OUTLEiS
OF MEDIAN OPENING AND AT O1HER LOCATIONS OR ASDIRECTED BY THE SNGINEER'S REPRESENTATIVE.
6. COI I FCTION CHAMBER TYPE-C SHALL BE US€D IN LIEU OFIYPE_B, WH€REVER LONGITUDINAL SLOPE OF ROADEXCEEDS 1.0% AND/OR AT o1HER LOCAT1ONS APPROVED ByT}IE ENGINEER'S REPRESENTATIVE.
IrI
3l Il r
FF, l
o , l' l l:-'t-
T-
SECTION D.Dfl AT
a121' 200 clc
' 0 302 Q12
450 DhPIPE
r{AKr,A (U-1)TO D.i KIIAN MOTORTAY
PACr(AGE-U (REITUAM KHEIT TO KoT BATJAN)(sEcTroN - itB)
ENGINEERING SERVICES.aKrsTAN (PW.) LTD.
IN ASSOCIATION MTHMM PAKTSTtu\ (PlrI.) LfD.
CoNCRETE CrruTE (1)GOYERNMENT OF PAKISTAN-MINISTRY OF COMMUNICATIONATIONAT HIGlrfAY AUTHORIW D&CWNG NO.
3737/102/1D/ DoA17
t -T l| ,o.^ | 3tI
COT.T.HCTION CHAMBER TYPE-CSECTION B-B
WJ' l
n
-tll o ll o l
l ' li l
;l_Tl l o l1 t 6 lq l * l| | t1 t-Tt t o l
f t o l- l - i
o122oo c/c
L 0 8 0 1 2- 412 4 2OO C/C
SECTION C.Cnto'- a12
DD--TII
o l
III
rr l
SECTION
NOTES1 . ALL DIMENSIONS ARE IN MILLIME'IERS UNLESS OTHERWISA NOTED.
PLAN
SI'ILUNG CHAMBER/TVPtr-R]
GASION IHTfRESSPROTECTION
VARIES ACCORDING
TO FILL HBGHT
Irg
F
la.l
oF
g
J
HAIA"A, (M-1)TO D.I KHAN MOTORTAY
PACI{AGE-U (REHMAM KHEIL TO KOT BAIIAN)(sEclToN - UB)
coNcREfE CHUTE (2)ENGN.I"SERING SERVICES
ArcsrAN (Pw.) trD.IN ASSOCIATION ffiIH
MM PAKTSTAN (PvI.) LrD.
GOYSRNMENT OF PAKISTANMINiSTRY OF COMMUNICATIONATIONAL HiGHIYAY AUTHORITY
o€srda $ED'fr / a,'r ur|E i l ur€ l2 Lin€i O I O i R A P I R A P
50 c .67 l o . s l l . cos [s
rqt a 4 5 l l
r20. q € l l
'{ua m E toflED ftn I{!t PRo€6.
pRoFrLE 6RlOg (PCL) & PoINT OF ROTAIoiT (PR)
ffiSIisF;rBSLT.iltS sEclto{ oF cuR!€
PtAi\i 0F frPlcAlSUPEREI,EVATION TRANSITION
1* A- -l[,4
, - : r , - F i g t
I - g
i g !
r i € t
1 € | -E
, . : r . ,
, "lt I q_
1-:€ I
, :5 l. rg_ l_r4 I
IIo66 6
@
@
6T
PROFILE OF TYPICAL EDGESUPERELEVATION TRANSITIONS
NOTES :-
1. ALL OIMENSIONS ARE IN MILUMETERS UNLESS OTHERWISE SHOWN.
2. AII SUPEREIS/ATION RATES ARg EXPRESSED IN UNITS PER HUNDR$ (Z).
3. PRORLE CRADE UNE {PCL) A}l0 POINT OF ROTAION (PR) SHAI aE A.ssHoiYN rN fig iYPlcnL cRoss s€cnoN.
4. FOLLO\flING SIGN CCi.iV€NTION FOR SUPSRELEVAflON RA'TE ARE APPUC{BLE(.) WHEN LEFT IDGE OF PAVETENT OR SHOULDER, IN DIREC,fION OF ]RAFRC
IS LOWER ]HAN RIGHT qDGA
(+) IYHEN LEFT EDGA CF PAVEMENT OR SHOULDEF, IN DTRECTION CF TRAFFIC'IS HIGHER ]HAN RIGHT EDGE.
5. CDGE PRORLES OF SUPER€I€VATED PAVEMET{T AIID SHOULDERS SHALL 3gFREE FROM IRREGUI.ARMES, ROUNDTNG AT POINTS A,C & E SHALL 8EACHIEVED USING A 20 UEIER MINIMUM VERNC.cL CUFVE.
6. lHE FORMULAE USED FOR CdLCUlnON OF INNER & OUTER TRs ARE AS UNDER:-
0. IING.IH CF TR X PAVE}iIENT .JVIDTH TO 8E ROTATED
(ll). 'S' FACTOR lS Ttl(EN FROM TABLE-|. THE LENGI?i cF TRs ARE INO|CATE0 oN PLAN
& PRORLE SHEEIS. WHICH MAY BE ATUUSIED AS PER SIIE CONDMONS AND/OR AS APPROVED SY ITIEENGINEER,S REPRESENTATT\E.
7. lHE MlE OF SUPERE-SYA]ION (S.C) 15 RESIRICTED TO A MAXIMUM OF 62.
rA
SHARP DEYIATION SIGN(oN SHARP CURYES)
SECTIONS OF TPICA],DISTRIBUTION OF SUPERETEVATION
HAKLA, (M-1)
TO D.I KHAN MOTORTAYPACI(AGE-U (REHITAM KI{EIL TO KOT BAI.IAN)
(sEcfioN - 118)
yERNMENT OF PAKiSTAN l5iil^*rrAN (pw.) rrD.MINISTRY OF COMMUNICATIONSI-
f f i1616r176 , .2 .01%i -Z.JUi ,o , -2 .0oo/o; -2 .CAo/ot -2 . )C%t .2 .0O,
----E{ffij
00"71 -2.00% l 0.00% i 00q/" 1 0-001
: : : : : : : : ; : i = : : ; : = : : ; : :
12 32+088.64m lEnd *
_i.2.0o% -!.0=9":6t -?"?-?v:t -2.00%t -2.00,
--ig-+iG-z5G-l#rormal Lrown -L.-i
--
-;
]J
t / 1/ o l
t l :/ o l
7;/ o i
t / :r o l
t / :. o l
4t/^ |_it /r o l-il / !l o l;Yoit / i7 0 l
t// o t7t, b i_.1
t6 i!l / t ,/ o l+\ i
t/^ i-t6 i;Yoi-.1u'/a I
t6i
uYo i+.-"€1zo ii ,:.?lr"ll;*F I--.,:t ' .'"t Il zo i l : : k l;1 , " ; ] js , lfn | | ..: ,:'* 1:i t ..'t Ir / i l " ' " q l| ' ^ i l - . . , , - l- r l r , . 1 ; l, , i t . . . ^ aY o i l i . . } l
''t%rrNrn,uvgn cANfRy sIGN TypE -trTYPiCAL DETAILS
GOYERNMENT OF PAKiSTANMINISTRY OF COMMUNICATIONNANONAT HiGHTAY AUTHORIIY
eallE.:!t]_o
SIDE ITIEWSCAI€ - 1:20
SEC. PI,AN N-NSC'ALE - 1:20
SEC. PL'TN P-PSCILE - 190
SEC. PI.AN M_MSC,cLg - 1r5
-iII
, - l
Nl
75mm lHlC(BUNOiIC CON.
SEC. Pl,A"t\ L-LSC{I,E - 1:25
FRONT ViElfFOU-],|DATIQN DETA]L-' l' {nsors)
(RErNroR-CEMENT)NOTES:1. AL D0IEI|SONS tnE tN M|UHEiERS
UNIS OIHEffiSI SF€CIFIED.2. FON GEilERAL I{OTEi REFER OTYG. I€. RSOO2S
3. FOR Cr!{IRl OetAS Rer€n rO RELoTE{T O${IF/ ORAW|NCS.
FRONT VIEWFOUNDATION DETAIL-I'(nsore)
(coNc. ouTLiNE)SCrIE - 1:25
28{8
*/{''tqJ
_l: l
8 l=l
I{AKI"A (M-!.)TO D.I KIIAN MOTORTAY
PACrilcE-u (RS!SIANr KI{EIL TO KOT BALTAN)(sEcrroN - llB)
TITLE CANTE.EYER GA]ffRY SIGN
TYPICAI FOUNDATION DETAILS
.TIONAI ENGINEERING SERYICESAlssTAN (PW.) LTD.
BI ASSOCIAITON MT}IMM PAKISTAN (P\rI.) LfD.
GOYERNMENT OF PAKISTANMINISTRY OF COM}fUNICATIONATIONAI HIGHTfAY AUTHORITY 37/1o2/1D/ RS0031C
zA !
7 r -
u / aI- .v- =d \o _ -
ROUNDING SHoULDER
STUBS AT 10m INTERVALS ANOAT THE ENDS OF PROTEC11ON(sEE NOTE - 2)
UMITS OF PROTECTION (SEE NOTE -5)
SPACING
END STUB
SPACING
EMBANKMENT
(s€E NolE-s)
r S O O r
SECTION A _ A..--.
EXCAVATE TO NEATr ^I r LINES' PI-ACE THEI OZqI STONES AND GROUT.
U EXPANSION JOINT(sEE NOrE-2)
INTERMEDIATESTUB
EMBANKMENT PROTECTION
TYPTCAL GABICN WALL DETAIL
5Ox5Or6 SIEEL nt{gt SIAI(ES25OO I-ONC AI 2O0O c,/c lN SSIH
orREc'iK}'{s (sEl nglE-J)
1. ALL OIMENSIONS ARE IN MILLiMEIERS UNLESS NCTED OT}iERWISE.
2. EXPANSION JOINI IN MORTARED RIPRAP SHALL BE PROVIDED AT AN MAXIMUM, INTERVALOF '10m. TYPE OF MATERIAL iO BE USED SHALL BE AS APPROVED BY THE ENGINEER.NO SEPMTE PAYMENT SHALL BE MADE FOR PROV{SION AND RXATION OF EXPANSIONJOINTS AND WEEP i.iOLES.
3. SUPPLY AND ERECTION OF STEEL ANGLE STAKES SHALL BE PROVIDED AS SHOWN ONDRAWINGS AT NO EXTRA COST TO TI'IE EMPLOYER.
4. IN CASE ROCK IS ENCOUNTERED DEPTH OF PROTECT]ON WORKS SHALL 8E ADJUSTEDAS OIRECTED BY THE ENGINEER (MINIMUM DEPII{ IN ROCK SHALL BE KEPT 3OOMM)
5. LOCATION & HEIGHT OF PROTECTION WORKS SHALL BE DECIDED 8Y THE ENGINEER ONCOMPLENON OF EMBANKMENT WORKS.
ITAKLA (M-1)TO D.I KIIAN MOTORTTAY
PACl(AGE-ll (RETOTAM KI{EIL TO i(O? BATIAN)(sEcnoN - l1B)