government ofpakistan - National Highway Authority
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GOVERNMENTOF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGI{WAY AUTHORITY
IMPRO\rEMENT
AND \ryIDENTNG OF
QILA SATFULLAIT-LORALAT-\ryAIGLTM
RUD SECTTON
oF N-7O (128 +3O7 rftn.)
TENDE'R
DRAWINGS
F'OR
SECTTON QIr,A SATFLILLAIT TO LORALAI
PACI(AGE -r G(M. OO+OOOTO r(M.67+90,0)
NO\rEMBER-2OI"3
AAI
A.A.ASS
OCIATES
P L A N N E R S A N O C O N S U L T I N GE N G I N E E R S
245-2-v,BLOCK-6, P,E.C.H.S.,
(Off Shoreo Foisol) KARAcHt-7s4oo (PAK|STAN)
TEL:4sJ-94a4
FAX|(922 t )454-52A7
27 NoV
2013
-!^
^J- lu
''/
LIST
DRG. NO.
OF
TITLR
L]STOF STRUCTURES
LISTOF GENERAL
DRAW
NGS
DESCRIPTION
DWG,f
LISTOF GENERAL
ANDSTRUCTURAL
DRAWINGS
L]S] OF PIANANDPROF]LEDRAWINGS
GEN-02
GENERAL
NOTES
GEN-O2A
ALICNMENT
LAYOIJT
(S O P MAP)
LOCATION
(GOOGLE
MAPSATTELITE
]MAGE
15 KM)
GEN-03
GEN_04
SYMBOLS
ANDABBREVAT]ONS
GEN_05
BENCH
MARK
GEN_06
TRAVERSE
OATA( SHEET01 TO SIiEfl 02 )
SETTING
OUTDATA( SHEFT
01 TO SHEET
OJ )
GEN-07,7
T0 07.2
GEN-08.1
T0 08.J
REINFORCE]\IENT
SCHEDULE
FORNEWSLAECULVERTS
CONCREIE
ABUTMENT
WAII SECTION
FORNEWSLABCUIVERTS
WINGWALLSECTION
r/PrcALcRoss sEcTloN( SHEfl 01 T0 SHEEI06 )
BRIDGE
IYPICAL
CROSS
SECTION
GEN-09.1
T0 09.6
LOCALIZED
REPAIR
WORKS
FORCONCRITE
ANDBRICK
GEN_10
SUPER
ELEVAT]ON
ANDCURVE
DETAIL
TYP]CAL
ROADSIGNS
cEN-11
G E N - 1 2 ra
. 1 12.3
CENERAL
ARRANGEMEN]
FORNEWPIPECULVERIS
DflALS FORNEWPIPECULVERTS
ryPICALDETAIL
OF SINGLE
CELLBOXCULVERT
GENI3
TYPJCAL
DflAILOF MULTI
CELLBOXCULVERT
GEN'14
DfiAL OF PIPECULVERT
APRON
ANDWINGWALL
DETAIL
OF APRON
SLABS
& WINGWALL(SHEFT1 TO SHEET
J)
TYPJCAL
SIGN.PLACING
ANDFOUNDATION
DFiAILS
DETALFORBUSBAY(ftPICAL)
ryPICALROADINTERSECTION
PAVEMENT
MARKING
DEIAILS
GEN_16
DEIAILOF PAVEMENT
MARKING
ANDROADSTUDS
GEN_17
I/P CALCROSS
SECTION
FORSTONE
MASONARY
GUARD
GEN-]8
LINEAR
PLANOF TRAFFIC
SIGNS(SHEET
01 TO SHEET
09)
TYPICAT
D]VERSION
ROADCONSTRUCTION
SANDMAINTANIOUS
STANDARD
TRAFF]C
CONTROL
OF HIGHWAY
CONSTRUCTION
WAIT]NG
PLANANDSECTION
SHEDS
A-A
G E N - 1 9 .T10 1 9 . 1 2
GEN_21
CENERAL
ARRANGTMENT
ANDPROTECTION
WORKS
GEN_22
MAJoRINTERSECTIoN
DErAILS
AT RD:0+000
GEN-23
MAJoR
INTERSECTION
DflAILS
AT RDr24+119
cEN-24
MAJoRJN'IERSECTIoN
D-|-AILS
AT RD:67+J92
GEN_25
LOCATION
OF OEBRIS
WALL(S]ONE
MASONARY
WALL)
cEN-26
A.A.ASSOCIATES
shorootubc) p.rc.H.s..
I(le{_75@
{PAsa)
Er4S3_s33. FrXie22r)s_52a7
,45 '-y.B@K-6,(d
L
DESCRIPTION
DWG.#
GEN_OO
GtN-01
TITLESHEET
a
DRAWINGS
GEN_15
GEN_20
GEN-20.1
TJTLE
SHEFI
SCHEDULE
( SHEET1 _ SHEET
OF CULVER]S
3 )
PLANFOREXTENSION
OF EX]STING
SLABCULVERT
SECT]ON
FOREXTENSION
OF EXISTING
SLABCULVERT
sl-scH-c-o1 T0 03
sT-c-01
sT-c-02
GENERAL
ARRANGEMENT
FORNEWSLABCULVERT
SECTION
FORNEWSLABCULVERTS
DETAILS
OF R,C,CSLABFORNEWSLABCULVERTS
sT-c-04
sT-c-05
sT-c-06
sT-c-07
sT-c-08
sT-c-09
sT-c-10
sT-c-11
cuL1
- 01
cul-102
ST'DS_03
ST-DS-04.1T0 ST-DS-4.3
TYPICAL
OETAIL
OF RCCSLABCULVERT
FORDRA]NAGE
STRUCTURES ST_DS_05
ryP]CALCROSS
OF EXTENSION
SECTON
LENGTH
FORCULVERT
ST-DS_06
LISTOF ERIDGES
- REFFER
FoR L|ST0F EX|ST|NC
& pRopoSEDBRTDGES
tO DWG.# LB_OOI
&
Plinnels
Coffulling
MPROVIMENIAND Y'IDENINGOF
Q]LA SAFULIAH-LOR}TN]-WA]GUM
RUO SECIION
oF N-70 (124 Kr/) TNCLUD
Ne LoRAr,{ AYPASS
LISTOF GENERAL
ANDSTRUCTURES
DRAWINGS
a
LISTOFDRAWINGS
PLAN AND PROFJLEDRAWINGS
DRG, NO.
PP OO
PP-O]
PP-A2
PP_03
PP 05
PP-06
PP_08
PP,09
PP 12
PP-13
PP_15
PP 18
PP-2A
PP_21
PP-22
PP,2J
PP 24
PP-25
PP_26
PP 27
FP-2A
PP_29
PP JO
PP_31
PP_J2
PP-35
PP_J7
PP J8
FP,J9
T]TLE
GEOMflRC
DESGNCRITERIA
PrlN & pRoFtLE
(R0.00+000- 00+700)
PLAN& PRoRLE(RD_00+700- 01+400)
PLAN& PRoF|LE
(RD.01+400 02+100)
- 02+800)
PLqN& pRoFtLE
(RD.02+100
PLAN& PRoFTLE
(R0.02+800- 0J+500)
PL,AN
(RD.0J+500 - 04+200)
& PROFLE
PLAN& PRoF|LE
(RD.04+200 04+900)
pRoFlLE
PLAN&
(RD_
04+900,05+600)
PLAN& PR0FTLE
(nO.O5+696- 961369;
PLAN& pRoFtLE
(RD.06+J00 _ 07+000)
- 07+700)
(RD.07+000
PLAN& pRoFtLE
PLAN& pRoFtLE
(R0.07+700- 08+400)
- 09+100)
PLAN& PROFTLE
(RD.08+400
PLAN& PRoF|LE
(R0.09+100- 09+800)
PLAN& pRoFlLE
(RD.0g+Bo0- 10+s00)
(RD.10+500- 11+200)
PLAN& pRoFtLE
PLAN& PRoFILE
(RD.11+200 |+900)
PLAN& PROFTLE
(RD.11+900- 12+600)
PLAN& PROALE
(R0. 12+600- tJ+Joo)
PLAN& pRoFtLE
(RD.13+300- 14+000)
PLAN& pRoFtLE
(RD.t4+000 _ 14+700)
(RD.
PLAN& PRoF|LE 14+700 15+400)
PLAN& PRoFLE
(RD.15+400- 16+100)
pRoFrLE
PLAN&
(RD.16+100- t6+800)
PLAN& PROFTLE
(RD.16+800- 17+5OO)
PLAN& PRoFILE
(RD.17+500- 18+200)
PLAN& pRoFrLE
(RD.t8+200 - 18+900)
PLAN& PRoF|LE
(R0. 18+900 19+6001
(RD.19+600, 20+300)
PL N & pRoFtLE
PLAN& PROFTLE
(RD.20+J00 - 21+0OO)
- 2t+700)
PLAN& PRoFTLE
(RD.21+000
(RD.21+700 22+4OA)
PIAN& PRoF|LE
PLAN& PROFILE
(R0. 22+400, 23+100)
PLAN& PROFILE
(RD.2J+1OO- 2J+8OO)
PLAN& pRoFtLE
(R0. 23+800- 24+s00)
(RD_24+500- 25+200)
PLqN& pRoFtLE
PLAN& PRoFLE(RD.25+200 25+900)
- 26+600)
(RD.25+900
PLAN& pRoFtLE
- 27+J00)
PLAN& PR0F]LE
(RD.26+600
PLAN& PRoFTLE
(R0.27+J00- 28+000)
A.A.ASSOCIATES
2{5-2-r,6LocK-6,(dr sio4o Fobd) p.€.c,H.s,
N!fuN _7*oo (PMed)
1!u+534$4 rr;{e2tsr_52a7
DRG. NO.
PP-50
PP-51
PP_52
PP-5J
PP_55
PP 56
PP'58
PP_59
PP_60
PP_61
PP-62
PP-6J
PP_65
PP,66
PP-68
PP,69
PP-72
PP_73
PP-75
PP_78
PP 80
TITLE
PLAN& PRoF|LE
(RD.28+000 28+70A)
PLAN& PRoFLE(RD.28+700 _ 29+400)
PLAN& PRoF|LE
(R0.29+400 J0+100)
PLAN& PRoFLE(RD.J0+i00 - J0+800)
PLAN& PRoF|LE
(RD.J0+800 - 31+s00)
PLAN& PROFLE
(RD.J1+500 - J2+200)
PLAN& PRoF|LE
(RD.32+200 J2+900)
- 33+600)
PLAN& pRoFtLE
(RD.32+S00
PLAN& PROFTLE
(RD.JJ+600 - 3++3C0)
PLAN& PROFTLE
(R0. 34+J00 - 35+000)
PrAN& PRoFLE(RD.J5+000 J5+700)
PLAN& pRoFtLE
(RD.J5+700, J6+400)
PLAN& PRoF|LE
(RD.J6+400- J7+100)
PLAN& pRoFrLE
(RD.37+100 - J7+600)
pRoFtLE
- 31+A62.246)
PLAN&
(RD.37+800
(RD.J7+800 - 38+s0O)
PIAN& PRoFILE
PLAN& pRoFtLE
(R0. J8+500 - 39+200)
PLAN& PRoFLE(RD.39+2oo - J9+9oo)
PLAN& PRoFrLt
(R0.39+900- 40+600)
PLAN& PROFLE
(RD.40+600- 41+300)
pRoFtLE
PLAN&
(RD.4t+3oo 42+000)
PLAN& PBoFJ|E
(RD.42+0A0 42+70A)
- 4J+4OO)
PLAN& PRoFILE
(RD.42+700
PLAN& PRoF|LE
(RD.4J+400 44+100)
- 44+800)
PLAN& PRoF]LE
(RD.44+100
PLAN& PRoF|LE
(R0.44+800- 4s+500)
PLAN& PROFLE
(RD.4s+500 - 46+200)
PLAN& PRoF|LE
(RD.46+200 46+900)
PLAN& PROflLE
(RO.46+300- +7+600)
- 4E+J00)
PLAN& PROFTLE
(RD.47+600
PLAN& PRoFrLt(RD.48+J00 , 49+000)
- 49+700)
PLAN& pRoFtLE
(RD.49+000
PLAN& PROFTLE
(RD.49+700 5O+4OO)
- s1+t00)
PLAN& PRoRLE
(RD.50+400
PLAN& PROFTLE.(RD.
51+100- 51+800)
PLAN& PRoF]LE
(RD.5t+800 - 52+500)
PIAN& PRoF|LE
(RD.52+500 5J+200)
PLAN& PRoFLE(RD.5J+200 , 5J+900)
- s4+600)
PLAN& PROF|LE
(RD.53+900
PLAN& PROFILE
(RD.s4+600 - s5+3oo)
PLAN& PR0F|LE
(RD.s5+300 - 56+000)
DRG, NO.
PP-8]
PP-82
PP_8J
PP 84
PP-85
PP-86
PP_87
PP_88
PP-49
PP_90
PP-91
PP 92
PP'9J
PP-95
PP_96
TITLE
PLAN& PROFTLE
(RD.56+000
PLAN& PRoFLE(RD.56+700PLAN& PRonLE
(RD.57+400
PLAN& PRoFILE
(RD.58+100(RD.58+800
PLAN& PRoFILE
(RD.59+500PIAN& PROFLE
PLAN& PROFTLE
(RD.60+200PIAN& PRoFILE
(RD.60+900(RD.61+800
PLAN& PROFILE
PLAN& PRORLE
(RD.62+300
PLAN& PRoFILE
(RD-6J+000 (R0.6J+700PrAN& PRoF|LE
(RD.64+400,
PLAN& PRoFLE
PLAN& PRoFTLE
(RD.65+100
PLAN& PRoFILE
(RD-65+800PLAN& PRoFILE
(R0.66+500PIAN& PRoFILE
(RD.67+200-
56+700)
57+400)
58+100)
58+800)
59+500)
60+200)
60+900)
61+600)
62+J00)
6J+000)
63+700)
64+400)
65+100)
6s+800)
66+500)
67+200)
67+900)
IMPROVEMENI
AND WIDENINC
OF
ALA SAIFUILAN'LORALAI
WACUMRUD
oF N 70 (i24 (M) NCLLTDNC
LoR{rA
L I S TO F P L A NA N D P R O F I L E
DRAWNC
G]E I\T]T ]R,ATI,
ALL DiMENSIONS
AREIN MEIERSUNLESS
OTHERWSE
NOTED.
2. GEOM'IRIC
OESICN
CRITERIA
OF THE PROJ€CIS B,!6EDON "IdSHTOPOLICY
ON GEOMETR]C
OESICN
OF HCNWAYS,{ND
STREEIS
2OO1& 2OO-1,
CEOMEiRIC
IS CIVENIN DFG.# PP-OO.
DESCNCRITERIA
3.
FOADWAY
PLANS(SCALE1;1000 FoR A1-SHEEI/1:2000APPROX.
FORlJ SNEFI)
NAVEAEENPREPARED
FROMTHE FIELOSURVE/(CARRIED
OIJT N YEARMARCH-2OOA)
OATAB,I6EDI]PON COORDNATES
ANO LEV€LSCONFORM
IO SOP PATIERN.
4.
CROSSSECTIONS
OF THE EI STINCANO NEWRoAOHAVEgE€tI TAKENAI INTERVAIES
OF 25M. OR LESSIF REQUIRED.
5.
PAVEMENT
DESICN]]r'€ EEEN PFEPAREO
BY CONSULTANTS
FOF EXSTINCROADAND
NEWROAOE'€ED ON CAR VALUESAND TRAFFICLOADSAS P€R RECOMMENDATIONS
UNOER
TRL & A,\SNIO,
6. TYPICALCROSSSECT]ONHAS BEENPREPARED
FOR EACNPA!€MEN'IDESICN/STM'IECY.
7.
LOCATION
OF ALL EXISTNGSTRUCIURES
HA\€ BEENMARKEDON ROr'OWAY
I\TOIf]TS
16. THESUBCRADEMATERIAL/WHERE
USED,SHALLII.AVE
A MNMUMC-B,R,(SOAKED)
aF 202 Ar 95% M.D.D,lr'SHTOT-180.
PAVEMENI
17. BEFORE
STr'ilTrNC
MA.IK
NG,CONTMCTOR
WORK
Nc DETALS
SHALLSLJBMIT
EXACT
LOCA'IION,
TYPEAND SIZEOF MARKING
SNOWING
FORAPPROVIT
OF ENGINEER.
la.
O!€RLAYON EXTSING
ARDCESSNALL3E LlMlTEoTO 50mm. ASPfALTTWARNG
PROPER
TAPERING
COURSE.
OF PROFILE
SI]ALLO€ OONEON ALL SUCNENTMNCES
ANOEXI15OF THE BRIDCES
BY PROV]D
NG NEWCONSTFUCTION
AT APPROACNES
OF
MINMI]M]5M. LENCTH
ORAS D RECT€D
BY THE ENCINNER.
NG ABRUPT
19, FORAVOIO
CIANGEIN PROFILE
AT BOP ANOEOPO\,TRLAY
IS TO BE
CRADUALIY
REDUCED
AEFORE
EOPANOAFTER€OP TO MAICH1}]E ADJOINING
PROFILE
N TMNSIION WIHN 30 TO ,10 M. LENGTH
W]II]OIJIFORMING
ANY KINKAS SI,]OWN
ON DRAWINOS
OR AS OIRECTED
BY THE ENGNEER.
FORALL SECTIONS
ANOSIREICHES.
20. TNE CONTRACIOR
SNAII BE RESPONSAL€
FORPROV]SION
OF DIVERSONS
FORTRAFFIC
AND ITS MANITENANCE,
SIGNSANDALL SAFFIYM+6URESOI.]R
NO TI]E CONSTRICNON
AT NO ADDIIIIONAL
COSTTO THE CLIENT,
21. THE EM&cNKMENI
SLoPESSIIAfL BE TRllilMED
ANO DRESSEO
T0 DESICN
LNE
AS SNOWN
ON DRAW
NGS.
A. OUANTITIES
HA\€ BEENCALCULATEO
FOF EARTT]WORKAND OTHERWORK's 'IEMS
FORESIMATION
PUFPOSES.
22. ANY DAMAOE
DONETO TI]E UTILITES
DURING
EXCAVATION/EXECIJTON
OF WOFKSHALL
EE REPA]REO
BY THE CONIRACIOR
AT NO ErfRA COSI TO THE CLIENT.
9.
23.
B6SEDON ROADSAFETYAUDITSIN FIELO,FOLLOWING
DETA]LSWI'IHTfPCAL
DESIGNED
DRAW
NCS NAVEBEENPFO\1DED
ACCORD
NC TO SITE
REOIJ
REMENTS,
TRAFF]C
SICNS-
PAVEMENT
MARKING
DFIAILS,
-
CROSSSECTION
OF PLAINANOMOUNTANIOUS
AFEA,DRAININ DEIAL.
10, RoADWAY
(1:2000) Sf]OULD
PLANDRAWTNGS
BE READtN CONJUCTION
WTN RoAD
FIRNITUREDRAWINGS
(TYPCAL), STRUCIURESANO DRAINAGE
DRAW
NCS, EIC,
11. ACTUAL
QUANTUM
OF RENABILTATON
WORKFOREXSTING
STRUCTURES
SNALLBE
OEIERMENED
BY THERESDENT
ENCNEERAT THE TME OF EXECuTION
FOR
€ACHSTRUCTURE.
12. EXISTINC
L€VELS,DIMENSIONS
ANDTOPOCRqPHY
REPRESENT
CONDITIONS
AI TNE
TME OF SURVEY
DONEIN MARCH-2OOA.
IJ,
EACHORAWINC
SHALLAE READIN CONJUNCTON
WIIH OTHERDRAWINGS,
WHERE
14. NOTES
GIVENON DRAWNGS
ADJACENT
TO A SECTION
PERIAN'IO THE PARTCLJLAR
DETA
L,
15- IHE SOAXED
C.BR OF EMBANKMENT
MATERIAL
SHALLNOTBE LESSTHAN1OZ AT
MODFIED
MSHTOD€NSITY
IN ACCOROA\CE
W1H COMPACI]ON
ZONEOF EMAANKMENT
SHALL3E RESPONSIBLE
CONIFACTOR
FORAL! DIVERSONS
OF WATER
AT SIRUCTURES
LOCqTPNS
INCLUOING
DYKES
ANDTRENCHES
ETC.WITHOUT
AIY ADDITIONAL
COST,
24. THE ROADCONSTRUCTION
SHALLBE PLANNED
IN A MANNER
THATA M,A"\
MUMSTREICH
OF 3-4 KM SHALLBE TAKENN HANDFORCONSTRUCTON
AT A TIME,ANDTMFF]CIS
A PROPER
PROVDED
WTTH
ANOWELLMANTANED
DIVERSION.
25, TNE EXISTING
LOCALZEO
NUMPS SNALLREQUIREO
REMOVAL
ANOTREATM€NT
AS PER
FORACCOMMOOAT]NC
THE SITECONDITIONS
FIJLLPAVEMENT
THICKNESSES
AS DIRRECTED
BY THE ENC]NE€R.
26. LOCATON
C€LES/UTLIIESSHOWN
OT UNDERGROUND
ON PLANSAREAPPROXIMATE,
EXACT
LOCATION
BY THECONTRACTOR
SHALLBE DFIEFMINEO
AT NO EXTRA
COSI.
27. SUBCRADE
N CI.]T:
solLs) SUBCRATE
solLs (ToP 300mm) MUSI BE EXCAVATED,
t lN cUT AREr's(COMMoN
RELAID
ANO COMPACIEO
N IAYERS(EACN]5OMN IHICK) TO IHE SPECIFED
DENSITY
ANO
MUSTMEETTHE MATERIAL
FEqUIREMENT
FORCLASSIFICAI]ON,
PLASTICI]Y
INOEX(PD AND
SOAKED
CBR 252, THE UNSUITABLE
SOLS F OBTAIN€D
FROMEXCqVATION
SHALLBE
OSPOSED
O'F ANOREPLACED
WT]] SUITAALE
SOILSMEEIING
TN€ REOIJIREM€NI
OF
F]LLMATERIAL
SUB GRADE/COMPACTED
CAR > 25'.
i' IN ROCI(CUTTHE EXCAVATION
LIMT LNE SI-]ALL
BE AT IHE BOIIOMLEVELOF
sLraa!6EcoLJRsE.
iii) IN ROCKCUTARE}S(UNSLNIAALE
MAIEFALSLKE SHALE)THE EXCAVATION
LIMITLINE
SHALLBE 30omm BELO\]/
INE AOTTOM
LE\€L 0F SUBAASE
CoURSE.Tllls DEPTNOF J00mm
WTH Sl]fr'€LE SOILSMEFIINCTI]E REOUREMENT
SII,ALL
BE REPLACEO
OF SUB CMDE/
COIIPACTED
ILL MATERIAL
CBR > 252.
24. STONEi/}€ONARYGUARO IS TO BE PROVDEO
WNEREFLL HE]GHTEXCEED
3,OOMOR AS DIRECTEO
BY THE ENGNEER.
A.A.ASSOCIATES
stu@ .o6d) p.E.c.H.s..
K,J@F75+@ (PMrsrb)
EL53,$34 r r:(922r)154_s267
IMPROVEMENT
A\D WIOENINC
OF
OILLASAFULLITI-LOMTA-TVAICUM
iUD SECTION
OF N-70(]24KM) INCLUDING
LOMLA BYPr'SS
,15 2-yE@q-6.(o"
GENERALNOTES
f
.-Y y'
A.A.ASSOCIATES
OF N_7O('24 KM) NCLUDING
LOMU ryPNS
BENCFI
,1Fr-y,BlocK-6.(of ${4 .obd) p.ec8.s.,
k FAqFTsoo (PArcrd)
E:€3_e331 F*{e2?1)rs{_5237
DATA
EENCHMARKNO-
EASTING
soP
2778780.0790
714'173.9540
1574.6620
BM-01
2778802.6485
714146341A
1574.3019
BM-02
2777284.3937
710201.0742
1686.813'r
BM-03
2774769.9447
706453.6225
1869.0929
BM-04
2772110
.3218
703767.5407
1924.9395
BM-05
27671't3.6082
700562.6513
1891.3248
BM-06
2764444.277
0
696524.0490
1848.'t300
BM-07
2768387.94A1
695496.8173
1828.5978
BM-08
2772517.3'115
693784.5195
1769.7710
BM-09
2775805.4698
691598.5880
BM-10
2779900.8046
688832.6787
1721.2812
'1668.6835
BM-1,I
2784645.7057
686428.2168
1601.2770
BM-12
27896B5.'t
818
684983.1115
1548.6829
BM-13
2794778.4323
682514.0034.
1494.8669
NORTHING
ELEVATION
8M.14
2798855.7346
678893.1735
'r446.9866
BM-15
2803933.8275
679654.1497
1411.3810
8M.16
2809040.1141
681510.7243
1381.3061
BM-17
2815289.8537
681862.4927
1336.7544
BM.18
2821809.5308
682377.8085
1302.5755
BM-19
2826946.7298
683453.3199
1274.2749
BM.2O
2832194.5037
683248.2991
1230.2991
2836796.1376
684853.7095
1239.8396
BM-22
2841069.4907
685868.0604
1233.4768
BM-23
2846345.6082
687113.1206
1218.3460
8M.24
2850469.1326
688017.0054
1217.5302
' BM-21
A.A.ASSOCIATES
MARK
]MPROIEMENTANO IITIDEN]NC
OF
OLA SAIFIJLLIH-LORALAI-\IAIGUMRUO SECTION
0F N-70 (r2,{ tfi) rNcLUotNG
LoRALA slpASS
BENCH MARK
EASTING
i
NORTHING
EASTING
NORTHING
ELEVATION
5T- l
2 7 7 8 3 93t 4 3
I
714061.639
1574.252
sT,sl
277J419778
70577059S
1935.773
sT.2
sT.3
sT-4
sT-5
sT-6
sT-7
sT-3
sT9
2778787.786
713429164
1536.530
2773277.866
745527.115
1925.454
2774090.453
2777933.599
712507.244
1632,204
2773113.362
T05299.622
1923.766
7123S9_950
1619.926
712347.662
1623.003
2778314.799
712255.958
27T4074.112
| 12122A57
2172927.796
2773423.393
27726241A3
2772323.144
705179.272
2774150.556
sT-52
sT-53
sT.54
sT-55
sT.56
sT.57
1655.750
705130.735
711145.522
sT-10
sT-11
sT-12
2777512.116
2777406.554
7t1119.262
165531r
1653.503
710S63.788
t660.805
2777466.539
710825663
sT 13
2777534,266
710731709
sT-14
7 t 0 6 1 1 . 0 9 2 1701,275
sT,1s
2777264.AA2
2777547.492
'714612.435
sT- t6
2717544.132
710499.21a
sT 17
2777349.246
714222.449
ST-IA
2777297.614
7 1 0 0 8 5 . 1 6 7 1696.892
709924.936
1700.508
'70&000
sT-19
sJ-20
2777059914
sT-zr
27769a4365
sr-22
2J76961.743
217T401.563
709063.149
2777oJs.494
277697
| 546
2176925.5AA
2776722.0a2
2776623303
70a977t47
2776564.420
sT-32
277634_404
2176244.291
sT 33
sT-23
sT-24
2771491.793
701437,0S9
t92l.049
1S18.815
sT-62
143213.134
1914.743
1667.209
5T-61
2771079.915
2171004.307
2710!'70.412
703277.142
t664.651
702991.138
2769913.O18
TO2777.449
t 9t 67 4 3
1912.936
2769472.A4A
742357.A3A
1S09.338
1946.234
5T 64
sT-65
9T 66
sT-67
276926'4395
TO21aA.5A3
2768853
373
sT-68
2764571.315
701851.610 1901.633
741633.425 1 9 0 1 . 0 5 7
sT-69
2768394.596
701504.849
sT 70
276J7AiAq
101A41A49
1895.557
7A0376.1)7
t393.086
t894.670
sT,73
700036.908
1492.113
637518.110
2765754.079
699672.333
687383.146
707695.9t1
1770.672
sT-33
sT-34
2776128.546
707530.071
1786.185
sT-84
sT-35
2776052.584
707472.191
sT-36
27J5949_297
747403.470
707267.743
t30,998
2775946.A50
1805.734
sT-35
sI-86
sT-47
2765546178
696264.751
1326.566
2775900.759
707129.471
1411.427
sT4a
2765916.360
696160.173
1422815
1412.227
2767139.243
695697.212
1314495
sT-96
s148
s-r-49
sT-50
2774314525
1335.t26
2774261.6A0
2173419.439
706163.093
1889.891
1936.273
A.A.ASSOCIATES
2€-r-Y,eoq-6(oi
side Fobd) E..c.H.s.,
K^RAdr-7560 (PA(srAN)
EL {s3,e331 FAx (e2r.51-5,37
696492.881
1641.268
1611.O11
636166.149
1420452
1560.711
2767315115
695970.421
1821.590
2784819,472
2767572.339
695985.256
i 330s73
2789156561
sT,167
sT-163
s-f.169
sT-170
2796174.302
6a 653.151
6 8 t 5 4 7 . 3 5 5 1480.615
2796463,148
641416.545
2796611.363
641347.172
424
2796750
641191.252
sT 171
2796890.120
6 0 1 0 1 6t .77
14n.142
1470.783
sr-172
2797496,712
1416.452
2767950.727
6960s6.923
1839.311
2763131.608
696060.153
1344.139
63s187.951
2798171.116
678998.323
M54.611
673770389
1449.971
678434.213
1459.610
673435.319
1459.821
677T41.199
677313.192
142396J
677168.81I
1421.759
2800559.314
6TT402.325
1792455
2771571.486
694035.268
1767.111
sT 200
684017.413
1457
_156
679305.199
2300621.603
694388.095
1a3l.712
679542.747
2a00357.340
2770928.299
r780.576
1776.427
279A160.724
sll191
1775.729
694230.615
1547.A15
1459,969
1458,865
677392.441
694240.231
2769446.259
lTaT.514
679761.393
2799273.711
2770464.572
2763942.322
2797936.79A
sT-136
sT-187
sT,183
sT-139
sT-190
sT-192
sT-1S3
sT 194
sT-195
sT-196
sT 197
sT-193
sT-199
2769786.501
sT-94
sT.99
sT,100
2 7 8 1 1 9536 6
1826.953
2766433.496
1864230
1370.561
1435.656
2796012.111
279A776gEA
2776245.575
706423.157
1437.939
68 863450
sT-l3s
2764409.323
2774670.038
642474.945
2795763.089
1441.472
sT-82
sT-95
2795518.493
696441.357
1765.447
1337.739
1489.956
27U521.531
A73
707774
1e2e.499
682247.115
sT-133
sTla4
69e117.747
?06734.oSa
706700,610
uga.928
2795337.08A
r857.890
1354.58?
2764161.162
2775398.997
2775203.914
1493.698
642i32.476
697368.375
698183.476
1757.167
sT-30
sT-81
2763951.271
707943,652
sT,45
sT-46
sT-47
682442.775
2795168.190
2764670673
1860.708
1420.907
2794462.792
s-r-182
698526.044
70649t.495
1496,309
1351.093
1461.352
2764332.1A3
2775448,489
1499,565
642644.293
6974$.428
69370€.436
sT4l
642849.922
2794551.349
2791fi2.017
n9a742.245
279A7$.323
2704741.740
sT,73
s r-79
l8Jl.3s6
2794215.762
1853.273
1751.962
1743.292
7A6484.442
1503.716
680111.468
704i74.799
t 3 1 30 9 6
683014.831
279T96T.754
708489.177
706986482
1507.368
2793742.403
sT 176
sT-177
sT-178
sTl79
sT-180
sT-141
1866,519
2175616.944
1510.949
643163.341
1463.707
698989.032
2775561.392
683243.485
2797-/72.989
2764427.1A1
sT-41
2793173.792
sT-17s
sT-77
sT-42
1514,293
1465025
1744.570
sl-g0
sT-g1
sT-92
sT-93
sT-94
ff1264531
630366.213
743483.172
ta7B7.549
1515.252
2792954.712
680535,785
1330.079
707099.725
683219.160
2797449,015
699363.490
2775A53.140
1 5 1 66 5 1
2792759142
2797241.569
2765306.564
2775858.580
643242.913
sT 154
sT,174
sT-76
sT-40
1715.O32
700164.993
| 1725.A51
sT-38
sT.39
1714.518
690697.101
2766275.471
263
108774
704055.045
2176239.16A
sT-72
699443.646
sT-31
691151.209
I
2766798.327 |
2766479.494
2765421.593
sT-30
2792570,063
sT-153
sT,159
sT-t60
sT-161
sT-162
sT,163
sT-164
sT-165
sT-75
sT 29
sT-153
1924.705
1880.340
r881.039
|
|
1519.358
s-t-157
| 1720.986
703393.371 I I72 r 635
sT.25
sr-26
sf 21
sT-23
683169.530
1918.J42
sT-60
1734.651
2792292.251
1924.644
1922.4S6
1723,603
1522,156
sT,152
703394.145
?03623.256
sl-71
633500.423
704496.247
27718J0.303
1673.722
1791,414
2775165,993
sT,59
1673073
277316e.034
ELEVAIION
2792032.782
sT-155
sT-156
1652,993
2777524.082
NORTHING
sT-151
279A797-011.0
1462.173
279a867.966
677675.627
1466.370
279a911.922
671624.655
1462.094
2799101.405
1433.531
2A00924927
676719.843
2800993.1r1
1419.442
9.200
2AO1161.476
676642169
676534.576
230t483.161
676355.159
1415.244
2802008.6S5
676520.661
1412.579
2AO2353.64A
676619.687
2AA2ATA.14A
676768.388
7.393
0.800
1409.035
IMPROITMENT
ANOWDENINC
OF
q]LA SAIFULLAH-LOiALA]-WAICUM
RUDsEC]ION
cf N-70 (124 l(M)|NCLUDINC
LoRALAB'/PASS
TRAVERSE
STATIONS
DATA
(SHEET
1)
TRAVERSE
STATION I
EASTING
NORTI-IING ELEVATION
STATIONS
DATA
NORTT]ING
ELEVATION
STAIION
EASTING
NORTHING
sT-2s1
2816113.219
681769.967
1334.479
2334317.503
683709203
2416276.363
631778.884
1334756
2830503763
683676.259
2816J67.334
641795.275
673241.214
s-t 252
sT-253
sT-2aq
2416547.376
2802647.330
678570.631
sT-25s
2816709.531
sT-206
2ao3051,072
679093,725
1425.510
sr-207
2803223666
679368955
141S.911
sT-301
sT-302
sT-303
sT-304
sT-305
sT-306
sT,307
sT 208
sT-209
2403359.674
67U20.243
1415?08
5l-308
2403644.509
679538.603
1412.519
sT-210
2804542.444
679633.520
1408393
sT-211
sT-2t2
9T-213
sT,214
sT-215
s T2 1 6
sT-217
sT-218
sT-21S
sf 220
sT-221
2305046,942
679854.365
1403.982
1317.475
sT-309
sT-310
sT-311
28453A7.745
679923.037
2306008.137
680140.574
2806407.033
680261.544
24074?7.970
630484.122
1347.143
2407449.445
680823.304
1385.323
2447754.128
631056.798
1187.267
2408411.449
681299.006
1385.145
2AAaA22.5A3
641428.220
sT 2Or I
sT-202
sT-203
2802725.515
5T-204
24O2T44.640
sT-20s
2802800.s0s
677334.r39
2402772,255
677593.976
r4l1.903
1412.393
sr-223
2A10373.324
681759.004
6 8t 8 8 1 . 0 3 1
9f 224
2810618.531
681919.029
1371.643
sT,256
sI-257
sT.253
sT-259
sT-260
sT.261
sl-262
sT,263
sT-264
sT-265
sT.266
sT 267
sT,263
sT-269
sJ.27A
sr-271
sr-272
sI.2T3
sI-274
sT-225
sT,226
sl227
sT-22a
sT 229
sT-230
sT-231
2410421.54Q
632001.335
1369,562
sT-275
2414471.4A4
682013.290 | 1363.923
sT-222
2848943.724
2809966919
1J96.631
1341.067
1380.5J9
6A1617.321
1379.359
1376.563
1374150
2311031.966 |
6A2A42.977 | 1366.966
2 8 r 1 r 4 3 . 6 4 8I
6 3 2 0 6 4 . 2 1 4 1 3 6 62 6 6
682112.992
lJ62.432
1133.842
1331333
641842_223
24169J2.758
1330.461
1327.901
2317390.066
681745.361
281?e92.906
2A 3 1 5 2 . 0 7 3
29 8540.203
631S12.967
681792.222
681805658
2A 3579.163
1325.240
1222,215
1320_391
1317.908
2832214657
633t94.183
1229 45A
2832546.618
633033.565
1227.015
2832914.563
632862,439
1224.4A5
1217.Ta2
642767_425
1216,083
2819970.729
682138.873
1311.812
2434128.295
642424.042
1215.427
2420253.722
2 8 2 0 4 1r 3 3
642139,762
t 3 1 04 2 9
2834364.127
682442.323
1214.649
682121.064
D10.008
2434643503
632907.109
1214.393
s-r-319
sr.J2o
2835095.493
633153.630
'1212.456
2420747.743
642177.454
1304.530
2421424.376
682238.583
1306.786
2321191.422
682332.796
sT.321
2835592.79A
633499.266
1217.t41
2821573.616
682349.309
1305.4a
1303.484
sT 322
2435946.202
633854.201
1224.960
1302.746
sT-323
2816194.593
684103.482
682391.565
1342.512
sT 324
2436619227
63463449J
2A21921.119
632415.040
1301.511
sI-325
sT-326
2836765.272
64482e.114
2337239.4J4
645019.631
sT-327
2A31520,695
635073.613
122e,652
1235.564
123&.753
1239.t46
1237.334
sT-323
sT-329
sT-330
sT.33l
sT-332
2437845.712
685163.446
1237.670
2434151584
645119.473
'1236.126
2434719.427
685315.754
1213480
2339090.074
645503.131
1239.966
2839635.336
6356S3.404
1242,934
1240,673
s 1 - 2 7 6 1 2 A 2 2 1 0 3 7 4 7|
s 7 2 t / | 2 A 2 2 4 A 4 . 2 t|a
6 8 2 4 5 6 . 2 6 11 1 3 0 1 . 5 1 1
6A256t.923 t.loo6|l
s'l-278
2a22590,466
6A26A2.592
2422942.217
682735.405
1296.064
2423176.470
642797.942
1295.441
2423467414
682943.760
1293.192
292la29512
632935.889
1290.434
2e24575.86s
683059J03
't285.103
sr-333
2419945.780
123t.350
sT-334
sT-J35
sT 336
sT-337
sT-338
sT-339
sT-340
2840329.371
685636.830
1235428
2UO440.729
645599.609
2441037,517
6A5A9A777
2841251.73A
2441462.905
685892.714
1233,380
1233.97a
1227.446
2812106.612
646215.402
1223.199
2442762.350
686477.603
1219.857
636645.t60
1219.411
2427074.134
683499.534
2427416.782
633573.588
24277A4.456
683639.503
12n.947
1272.533
1271.584
2427936.647
633668.379
2425029.207
2425212.318
633127.389
1240.101
2325491.916
683159.139
1274.973
2425795.788
643229,147
2426161.57A
683306.859
1276.962
sr-241
2413773.796
632063.931
2313909508
632073.080
1144.880
2414139.924
642021.642
1J43.033
2814262.A54
632010.699
1341.977
sT.245
2314356.633
68t980.437
1341.354
sT.29s
28285Ta.261
sT-246
sI-241
sT.248
sT-249
2814545.603
6419S1.965
t340.178
2328445.605
2814693104
641955.407
1340.250
2a29050.698
643712,256
1257.739
2314S43.889
68t906.624
6837A43A2
631390.528
1338.239
r3t7.0tl
2829421.336
2815107.295
2815605.038
681895.573
1335599
sT-296
sT-297
sT-293
sT 299
sT-300
2830071.394
sT34t
%44245,496
2345376.699
2845496.424
636891.366
1214.718
1270.026
2445492.724
686923.637
1214_322
6$6a4.071
1262.364
sT.34s
2346154.526
632060.662
633742.232
1261283
2U6751.397
68711a.24A
2447361.765
687283951
1254.591
sT-346
sT-347
sT.343
2347946.130
637397.956
1252.348
s r,349
2444253.631
1250 621
sT-350
2848556.406
643721.a94
1214.904
1228.624
sT-342
sT-343
sT-344
2429770.161
1212.443
1213.247
2421793.A10
sr-242
sT-243
sT-244
$q@ Fobd) p.Ec.N.s..
KARAqFT5@
(FAKSTAN)
Frr:(e22D{51_s2A7
E{3-e331
1216.536
1224.949
2813972.910
1275.X44
2€-2-Y.BL0ck-5.(of
687988.692
683394.040
sT-315
sT-316
sT-317
sT-318
633420,358
A.A.ASSOCIATES
2350494.0r5
2332045.436
1312.727
13r'5326
1344.980
sT 250
1215.765
6320S0.368
2426696.624
1349.182
647993.474
1219.i169
sT 290
sT-29J
s-r292
sT 293
sT-294
682090.260
2a50426.196
1233.4AA
642691.731
632067,676
2413142.71t
1234.581
642716.124
2413729.512
1350.458
633483.379
643472.574
23t3705.186
633350.799
642122.308
2831395.615
2331658.810
sT 314
2826404771
2a1:949897
63736t,955
2833453.952
sT-23S
135t.730
2450202.211
sT-313
1346.336
13541l1
642162.544
1236.138
1314.521
682059566
642219.746
2812749.973
643563.133
682405.243
2813594.349
2312444.225
2331054.586
2A 9337.975
2A 9715,057
1347.590
135924J
68779?.32A
'1315.344
1347.977
642144.747
2 3 5 0 0 1601 9
631953.637
632077.139
2811959.984
2449766.560
sT-354
sT-355
sT,356
STJ57
2A 9 1 8 8 . 9 5 4
632071.940
1361,366
ST.3:3
1239.313
1221039
24133/3.762
682152.580
1212,616
1242.179
6A2Ta4244
2313383,281
2411641.875
687552.256
6A3661A72
2433114.237
sT-z37
1362.421
1211.484
2A49517.275
633619.179
sT 112
sT-238
sT,239
sT-240
sr-232
sT-233
sT,234
sT-235
sT.236
642126.364
NORTHING
647444.210
2430772_142
1316.480
| 1299.a17
EASTING
2849053.833
2310564.018
681336.229
2421702,337
STATION
sT-351
sT,352
2 a 3340.011
sT-279
sT.280
sT-281
sT-282
sT-233
sT-234
5T 285
sT-236
sT-287
sT,233
2811546.355
ELEVATION
1220.813
Frss
1214.037
1213.089
1216.744
1220.678
647466_844
1219.J62
IMPROITI./ENT
AND WDENINO
OF
OILA SAIFULLAH-I.ORALAI-WA]CUM
RUD SECI]ON
0F N-70 (124 KM) INCLU0|N6LORALAT
BypASS
TRAVERSE
STANONS
DATA
(sHEEr
2)
I
SETTING
o
P.I.
NO.
EAST]NG
1
0+000.000
a+t6t.120
2
A+926.548
3
1+364.125
2+J)5.819
2+657.440
:+864.503
BOP
5
6
7
\2
13
15
16 1
17 I
18 I
19
o
29
30
31
32
33
34
35
36
31
38
39
40
o
DIRECTION
ANGLE
(LT.ORRT.)
RADIUS
R
(M)
225.W0
336.000
3000.000
135.000
115_000
200.000
336.000
300.000
200.000
350_000
1000.026
135.000
180.000
1500.000
250.000
360.000
1500.000
500_000
800.000
200.000
135.000
136.000
180.737
5000.000
4000.000
115.000
21789t8.655 714096.291
2178141.379 113320.352
2718444.635
712996.8t8
'7
2711])6.221
)2213.739
2774309-192 712456.855
2778295.942 712139.758
nn4u.69)
2777660.370
8+181.144
710999.451
710531.452
8+550.610
8+844-448
9+052.494
9+3t2.959
64.796.
R]GHT
30.040'
RIGIIT
11.752.
RIGHT
LEFI
t5869_t.
106.422.
35.6180
49.785.
4_981"
107212A34
2 7 7 5 E 0 1 . 1 1 8 1A6953.2t1
2775564.764
706968.857 )
t5.262'
E.335.
65.b19.
16.260"
RICHT
RIGHT
707372.434
16.U9"
706689.687 |
73.029"
.066atoa8
J5.229'
9+81t.842
l0r{12_593
l0+217.329
2114945.r74 706497.752
217482a.955 706418.341
1.569'
51.967'
2774625.1t0
2714523.784
82.792"
41.s95"
4.829.
'12+174.996
12+368.887
12+569.149
r2+7t8.563
l2+945.856
106584.174
706483.095
706264.119
2774286.884 7 0 6 1 6 0 . 7 5 0
2773730.577 705859.922
2773535;701
70512t.537
6.976"
4t.773'
LEFI
RICHI
LEFT
RIGHT
LEFT
RIGHT
LEFT
RIGHT
LEFT
RIGHT
LEFT
RIGHT
LEFI
RIGHT
2112155.750
LEFT
LEFT
RICHT
7.05058.168
1l+557.058
41+859.748
704828.108
2172611.108 744498.424
2772418.840 70411t_292
2772).86.822 7 U t 7 4 . 4 7
42
43
14+190.975
l4+868.792
277),436_062
45
l5+813.146
16+591.4.16
2710684.464 70t086_419
2769966.1a1 701774.810
)77)169_567 703798.485
703486.122
A.A.ASSOCIATES
aL6
1.905'
i
2773250.234 105153.527
117.74r.
2773380.011 105421.476
89.115'
2173164.538 705333.490
J2.905"
2773tt2.251 705136.746
80.427.
2772874.239 705158.868 45.674"
2772725.558
1l+:94.299
RIGHT
LEFT
RIGHT
?6.035'
2 7 4 5 2 t 5 . 2 1 2I
2775019.402
1l+811.320
l1+998.186
RICHT
LEFT
RIGHT
LEFT
+5.630.
t8.952'
9.52t'
27.923.
2775476.649
10+658.614
11+290.900
\ I+529-762
RIGHT
LEFT
66.659.
78.613.
9+526.356
9+712.214
10d05191
RIGHT
LEFI
RIGIIT
RIGHT
LEFT
| 2775991560
2115939.a79
AT\AT\
L
DEFLECIION
ANGLE
(DEG)
2177300.239 710228.886
2771284_996 71W7.765
2771167.169 709753.997
6+359.820
2177003_O2A 709083.963
6+484.485
2777033.839 70E961.792
6+669.649
2776919.778 708802.634
7+151.529 2776646.035 108436.174
7-298484
| 27765tt8.541 70329:-619
8+091.689
2776104.090 707609.5A3
1l
26
21
2E
(M)
7t4196.019
5+180.668
5+3'13.376
5+670.357
9
10
20
21
22
2.1
24
25
(M)
2778791.345
4+107-610
4+789.898
8
a
NORTHING
P.I,STATION
K^RAoH|-75M (PesrAN)
sa rrx{e22D+5.5237
4?.163'
11.574'
tt.215.
4A.619.
68.:90"
6r.097'
t.206'
RIGIIT
RIGHT
LEFT
t.472"
RIGIlT
R]CHT
16.164'
RICHT
TANGENT EXTERNAL
T
D]STANCE
(M)
E (M)
CURVE
LENGTH
L (M)
4t.478
254.453
90_157
l1.EE5
15.847
595.113
\76.\6+
t08.758
7i7.585
180.531
64.U8
224.961
245.605
66.\44
81-114
16.976
65.327
51.799
50.752
|.422
6.594
3.560
58.38r
1_136
4.467
66.988
4.842
3.462
8.891
81.152
54.771
65.796
0.691
o.375
111.130
166.289
2.121
i5_180
55.948
10.155
2.666
9+817.000
9+946.700
10+069.000
to+348.000
10+532.000
l1+229.000
11+466.000
1l+587.000
I l+865.000
12+107.000
12+254.040
12+512.000
12+666.000
l2+895.000
l3+235.000
I3+481.000
l3+690.000
t4+043.000
l4+816.000
l5+7.+8.000
16{491.000
252.843
12r.761
1.856
t1.745
126.136
54.494
15.747
4l.184
i 1.480
121.745
277.421
21A.Ot9
121_655
189.502
9.684
\01.ffi1
99.145
2.562
10t.008
!.916
13.258
169.550
52.O72
40.293
a.)77
0.4\3
291.913
266.587
)05.273
128.468
7.199
199_929
64.238
100.650
9+212.200
9+468.900
9+629.000
108.E95
74.421
s2.638
E+946.500
109.535
t2z_445
242.739
52_M3
50.676
59.230
147.547
8+031.100
E+314.300
8+492.300
8+715.500
116.703
t79_684
173.346
4.138
56.846
7+O%.740
7+)47.704
I00.840
36.623
33.217
63.720
223.533
132.911
61.\69
2+800.200
4+086-600
4+544.200
5+096.500
5+314.900
5+587.000
6+326.240
6+400.900
6+604.300
i56.405
110.571
113.601
105.968
100.689
57.184
56.972
126.496
60.956
21476.900
159.2E0
115.7?3
166.t77
65.793
37.961
t50_000
3000.000
1000.000
166.985
135.000
0+018.900
0+816-300
1+055.100
1+998.200
411.618
t33_182
I16.388
229.055
5E.297
128.939
RD.
373.906
1.50;151
l24.ll0
390.9t2
10.066
4.110
18.435
POINT OF CURVATURE(PC)
6\5.349
90.425
84.134
58.420
83.2E0
33.563
83.525
\48.079
134.999
DATA
142.118
167.986
135.000
135.0000
135.000
135.000
500.000
600.000
200.000
250.000
:50.000
5000.000
5000.000
700.000
O{JT
l r6.078
't11.789
//u?>
\
NORTHING
2778806.000 71,4184.340
'1\3408.240
2778761-000
2 7 7 8 6 5 1 . 0 0 0 1t3222.964
2117922.004 7t)628.790
2778|34-AOO 1t24t3_O90
2178299.040 712203.950
211154)..000
2771543.400
n77365.040
2717289.000
2777200-000
2177011.040
2777A13.000
2176958.000
2116U4_OO0
27t6581.000
2776194.000
2776036.440
2715960.040
71IL73.550
'1t0746.990
710283.010
710086.020
709810_490
709116.560
709042.780
708855.730
708480_650
708341.740
741659.740
107427.250
101261_280
2174766.A@
277498.W
211440t.000
2113184-000
2773588.000
2773472.000
2773332.A00
21'13221.0A0
2773\42.000
2112931A00
2+9u.500
2778887.000
2?78680.000
2778189.000
2778012.000
2778t02.000
2778256.A00
4+477.500
2711511.000
0+273.300
i+012.500
l+610.700
2+372.t00
2n27.600
4+955.900
5+255.800
5+410.700
5+153-200
6+392.000
6+557.300
6+73.1.800
7+207.304
'l+348.500
8+150.000
8+447.500
NORTHINC
713957.099
713254.319
7t2818.231
7t2381.693
'1t22t6.481
112049.131
710805.541
2711472.0A0 7t0373.463
nn294.0a0 1to144-992
2177262.000 '709974.104
2777\47.AOO
'109673.148
2777011.000 't0905\.420
2716985.O4O 708893.000
2'116a77
.OAO 708753.U4
2',l7659t.OOO 7 0 8 3 8 0 . 8 3 7
2',1'i6543.000
2716t3\.0N
2715915.000
2175912.OAO
2775672.000
n15533_A00
n15376-0A0
2775188.000
2775009.000
2774900.000
2t14766.040
7081,13.948
707561.730
7W309_4t6
701161.O37
706691.450
106611.490
706527.400
9+926.640
706455.460
'70644_26
105758.430
70512E.630
705545.330
705358.880
l0+069.000
10643E.261
10+31i.000 2174563.OAO 70634E.706
1A+457.000 2774472.0U) 706241.334
2',774n6.A00 706r00.580
i0+784.000
11+351.000 2773681-000 705824.630
11+587.000 2113472-OAO 105728.634
1l+865.000 277t332.000 705545.331
l2+075.000 2113251.001:} 70537t.246
l:+212.000 2771147.000 705268_575
705241.060
12+444.000
706315.82
7062tt.340
705888.920
705153.6t0
2772795.090 705091_870
2772132.004 704878.350
ll716l L000
217)5 16.000
EASTING
8+608-700
8+944.500
9+126.24O
9+385.600
9+580-100
9+795.100
2775a62.000 701066.494
217561\.40n 706961.840
'106785.110
2l155A1.OAO
2775293.000
2775148.A(n
2714991.040
2774883.000
RD.
704554.410
704335.t80
2172347.004 7U:25.790
2112\16.000 701945.870
277r583.000 703509.400
.rtr0719.000 7031i3.6i0
2?70058.000 7028t5.O70
2772999_O(X
12+619-000 27 72831.O4O
12+765-000
l2+996.000
13+353.00{)
| 3+6!.40Q
r.l+988.000
14+310.000
14+921.000
l5+877.000
l6+691.000
2772'149.000
2772709.404
z',)72582.0tD
21724A9.@0
271:t79.OAO
:77:017.000
2771488.000
2110622.000
2769889.000
106961,.712
706467.774
706690.651
746659-341
706539.160
't06466.852
'705147.309
105\22.O55
705006.568
70:1780.208
I0.1441_199
7U247.128
704001.069
103133.235
703463.443
703060.714
7027t0.225
-=:s\\ . -<.a . - <<''A,
&\m\
{/+,/prrnneri
t)
EASTINC
POINTOFTANCENCY(PT)
consuNnrt
l(,r l
orss#;or
,/
\
]MPRO\,€MENI
A\D WDENINO
OF
OILASAIFULLAH-LORALAI-V?AICUII
RUOSECNON
NATIONALH1GII1YAY
AVTHORITY oF N-70 (i24 Kil) tNcLUotNG
LoRALA|B)pASs
lSI,AMABAD
SET'NNG
OUT DATA
SHEE]
I OFFJ
'1353
GEN-08.1
1
f
SETTTNG
P.t.
NO.
46
r8
49
EASTINC
NORTHlNO
(M)
(M)
P.I, STATION
\1+t70.435
2769522.2t8 '702403.192
l7{45E.582
2769300_088
18+575.869
19+062.145
701521.296
2768017.115 701t0.994
1021i9.026
27634:1.441
50
l9+551.698
2161638.O3
5i
2A+131.846
20+409-740
2c+597.669
20+962.842
2l+65\.121
2767162.136
2766933.248
u66774.934
2766465.4\a
2765898.595
21+U7.764
22+\28.689
2765737.262
2765505.670
n65112.534
2161596.538
699267.733
2764023.927
6l
61
22+535.592
)3+216.626
24+469-143
u+830.281
25+9U.943
274
698253
691590.728
63
26+462.115
65
27+372.994
28+123.058
52
5l
54
55
56
57
58
59
60
66
67
68
28+561.187
69
29+7Ol.014
31+431.997
32+001.604
33+405.460
70
1I
?2
73
28+873.076
19+248.634
334452.717
2764644.055
2764431.610
DEFLECTION DIRECTION
ANGLE
ANGLE
(LT.OR RT.)
(DEG)
12_5197.
8.9131.
RIGHT
64.9326"
Ll2l7.
I
RIGHT
LEFI
35.1604.
c.6954. )
37.6804.
26_3703'
LEFT
RtCl{T
TANCENT EXTERNAL
T
DISTANCE
(M)
E (M)
25000.000
59.053
0.070
6000_000
53.219
0.21',1
3AA0.0AO
52.115
4.453
5000.000
51.541
0.266
10000.000
60.178
0.181
25000.000
5\.219
0.053
5000.000
84.517
0.714
10000.000
59.301
0.176
5000.000
117.509
t.381
25000_000
53_151
0.056
15000000
51.514
0.083
12000.000
59.685
0.148
3000.000
103.466
1.784
3000.000
124.499
2.582
350.000
346.102
142_226
400.000
204.601
49_293
350.000
319.184
)u.a9l
1000.000
57.958
1.678
1500_000
164_J38
8.997
1500.000
1i6.908
4.51'
350.000
222.645
64.836
6000.000
58.733 |
0.287
350.000
I10.891
1 7r.4 8
350.000
2t3.203
59.824
RIGHT
3s0.000
LEFI
8.6160'
LEFI
RIGHT
83.845
3.509
70.712
4.975
RIGHT
LEFT
350.000
500.000
350.000
135.000
1000.000
200.000
t00.000
1000.000
750.000
3J4000
350.000
350.000
400.000
1000.000
500.000
350.000
700.000
t72.233
59.\12
44.082
7.980
18.107
0.2701.
LEFT
1.0175'
1.99U'
1.1812'
Rtcm
700946_897
0.6896.
700615.939 0.2350.
1AU58.346
1.9368.
100351.056
0.6796.
700161.912 2.6926'
699172.810 o.2436.
699660.391
0..l9lJ'
699501.381
0.5699.
3_9506.
69880r.r85 4.1528.
89.3583'
54.1E11.
696505.698
84.8340.
276508.1.169 696315-913 6_6341.
2765931.1.11696163.886I
2766677.380 695880.876
2167053.118 695654.7)9 |
2767352.513 6 9 5 8 5 5 . 8 0 9
u676n.311
696048.148
2768126.423 696047.014
2768916.661 694463.308
2169460.071 694222.446
277U66.608
69424J696
2n09a1.443 694120.050
277 98.2:/8
693175.259
2:173172.406 694239.233
28_7340.
53.4580.
8.2930'
2713442.643
694372.740
t73707.C/Jg
69464t.226
75
76
77
35+130_478
35+t38.501
36+240.079
l6+620.418
78
l7+046.488
2774070.242
694279.155
19
38+377.706
J9+l:i.80S
2775177.Oa3
693432.235
19.8150.
91.4550.
7.9560.
50.9941r
2775193-964
692610.577
36.1197'
39+?47.205
29+462.147
?7',t5304.?69 b9t50t.695
2175366.257 692338.410
n75494..793 692221.494
2 7 7 5 7 1 8 . 3 6 0 691149.32E
80
8r
tl
83
39+629.024
84
E5
86
87
88
89
90
40+163.354
40+640.194
40+983.699
4l+162.191
2?75881_288
21158E9.269
691294.402
\12913.
26.7009.
::.0919.
9.5855.
r6.0991.
RICIIT
RICHT
RICHT
RIGHT
RIC}IT
RIGHT
RICHT
LEFT
LEFf
RIAHT
LEFT
LEF'I'
LEFT
RICHT
LEFI
LEFI
LEFI
RICHT
LEFI
RIC}IT
LEFI
LEFI
R.IGHT
LEFT
RICHT
LEFT
RIGHT
RIGHT
RADIUS
R
(M)
1t9.424
19.814
8r.996
9.476
205.145
1.417
11_296
16.151
34.933
37.669
67.984
69.549
't2.491
89.638
157.689
53.236
89j42
78.092
11.272
7.552
114.126
42+252.623
42+829.348
:0.1188.
30.1846.
LEF?
500.0t.1.J
89.689
44+090.55E
21786]11-366
1,1_4424.
R]GHT
500.000
:000.000
\35.775
200.374
689506.949
A.A.ASSOCIATES
2{5-2-rsLocK-5,(ori
$tr o Fokd) f,E.c.H.s.,
k^R^qE75@ (Prkrsr^r)
nL4sr_ea3. !(s22Ds_s237
52.4031o
9.6637'
2.416
2.624
3.028
86.504
80.928
18.137
4.0?6
690949.659
690770183
2777A19.230 690326.794
2771594.386 690263_633
?176133_601
OLTT DATA
2.497
10.012
CURVE
LENGTH
L (M)
n8.106
106.555
10('.:19
101.079
120.354
102.557
169.017
118.613
214.915
106.301
103_47
119.370
206.855
POINT OF CURVATURE(PC)
RD-
EASTING
NORTHINC
17+110.000 2769567.504 74244\.140
t7+4115.000 276931t.1,00 702ti3.030
l8+523.00C 276U68.140
70155].840
l9+010.000 2768078.700 7l]1261.160
t91491.000
2161681.600 700981.820
20+088.000 2167204340 700645.t90
20+325.400 2761402.900 700506.280
20+53E.000 2766824.900 700189.020
20+845.000 2766564.740 '7002x6.460
21+597.000 2765942.300 699803.0r0
21+796.W
2765779_fn 69689_850
22+069.000 2765554.900 699535.170
22+42.4O0 2765257.2AA 699321.150
23+152.0A0 2:764693.300 698879.730
23+723.000 2764273.900 69a492_600
POINT OF TANGENCY (PT)
RD,
EASTING
NORTH]NO
17+229-OOO 2169416_800 '102365.501
l7+511.000 2169254.500
2768385.640
2767995.300
l9+611.000 2767589.200
20+183.000 )761rrr.900
20+494.000 2766862.000
20+656.000 2766124.600
2i+080.000 2766368.300
21+?04.040 ??65E55.000
21+899.040 2765694.EqD
)8+6:7.AAO
i9+113.000
22+188.000
,765456_800
702185.754
?0149|.185
701:01.084
1409t2.567
700586.859
100412;791
700325.688
700097.i45
699142A24
699631.238
699467.\09
699202.625
22+63a.OOA 1165092.100
248.456
23+400.000 2764506.600 698715-295
545.859
24+268-000 2164260.4U) 698000.587
378_255
24525.4O0
2764504.240
691740.110
25+003.000 2764604.800 697389.932
518.221 25+585.000 2764493_100 6968t9.530
26+101.000 2761138.744 696416.261
115.787
26+404.000 2165021.500 696332.12O 26+520.400 2765140.300
696306.241
327.765
27+208.AtlC
2765319.100 6 191.350
27+536.M0
27661T.a00 696101-912
233.345
28+006.000 ?166569_104
695924.9\0 28+239.000 2766177sN 695820.594
396.651
28+338.000 2766862.400 695169540 28+735.000 2161238.O40 695778.a97
1,)7.462
28+814.000 27673$.840 695a23_060 28+931.000 2767400.600 695889_509
214.783
29+497.00O u61536.504 695984.720 291i12.040
2167738.200 696048.066
382.984
29+487.000 276791t.500 27619\5(n
29+a7O.OOO n6s224.000 695857.380
230.177
3l+312.000 2r68882.100 694574-570
3l+542.000 2769044.800 694417.534
161.000
l1+919.000
u69385_904 694251.310 321o80.000 2769542.O40 691224.117
125.951
32+967.791 2770424.917 694242.90r
33+042.947 2t7C503J25 694250.1_25
138.875
33+363.O79 27708r9.t20 694304.752
33+538.583 21109v247
694291.0O9
144.741
35+062.494
2112433_962 693797.285
35+188-452 2772554.269 693813.818
175_504
l5+866.006
2773\12.298
694198.1,14 36+010.147
277]]37.020
694271.310
319.239
36+205.146 2773411.356 69435'1.324 36+274.314
2173466.916 694397.941
69.168
36+415.213 2773564.700
694499.468 36f/34.512
t.\46
277385
69450t.2\O
15.t97
36+916.939 2774021.390 694328.658 3 7 + 1 i 5 . 8 1 4 2774125.477 694236_a91
667.519
38r{20.000 2774893.0A0 693649.600
38+687-000 2775lffi.O40
6930'.t4.683
220.643
39+007.000 2775195_800 692754.660 39+228-000 2?75263.800 6n550.282
105.661
39+223.040 2775272.:00 692545.820 39+339.000 2175323.300 692451.800
)15.324
39+373.000 :775335.000 692422.330
39+548.000 t/75.111.900 692n9.791
154.244
39+550.000 2175435.800 692278.220 39+705-000 2775530140
692157
-522
161.298
401{79_000
2775740300 691824.030 40+246.000 2115163.500 691669.332
140.493
40+569.000 2775860.100 69136\.410 40+709.000 :775882.900 69t223.309
320.113
40+811.000 2775885.300 6 9 1 1 _ 1 1 . 8 5 4 l + 1 1 L 0 0 0
2116428.100 690847.769
118.06,1
41+203.000 2776045.900
690805.030 4l+321.000 2',716186.540 690743.883
177.490
42+162.400 :776939.040 3W66.960
42+31D.OAA
2777108.4D4 690317-0A)
265_156
4Z-693.000 2177459400
690?t8450
42+958.000 t77ilo3.l00
690132.583
399.4\6
43+890.000 2718450.600 689627.000 44+269.000 2178792.700 689422.A0O
I PROVEMENT
ANDWDENINC
OF
O]LASAFULI.AH-LORALA]-WAICIJM
RUDSECION
ot N-7o (124 Xlr) NcLUotNcLoRALAIaYPASS
SET-IINOOUT DAIA
2 OFF3
SHEET
f
I
Pl.
NO.
9l
(M)
27790t4.344
(M)
6E9317.000
2779844.5A6
688864.000
686389.000
687656.000
2180271'1.14
94
41+563.941
95
48+301.347
96
4A+792.248
97
98
49+307.288
278\518344
u82244_440 687t85.000
2781540_466 681(/24.OOO
2781034.619 686848.046
2:783592.544
686712.000
49+881.5i6
5Cr434.497
51+001.508
101
5\+435.372
102
5l+890.411
103
53+156.054
53+498.155
54+045.260
104
105
106
108
54+613.312
55+300.480
5G549.452
109
il0
57+243.616
58+181.867
lll
IIZ
113
58+925.993
59+027
-832
59+40i.871
ll4
59+755.104
115
60r{79-428
1i6
60+556.974
62+607926
63+605.3\2
tal
|1
ll8
119
t20
6411J78.547
64+185.023
121
65+142.\52
122
1,23
66+0J1.135
66+3:7.146
t24
67+018.116
67+393.491
67+689.435
67+967.875
125
1?6
EOP
o
44+534.621
45+480.183
46+101.105
100
o
NORTHING
93
99
a
EASTING
P.I,STATION
2784\21.413
686571.000
2784669923 686406.000
2 7 8 5 1 0 1 . 6 8 5 686159.000
2 7 8 5 5 5 0 1 1 5 686281.000
2786805.126 6 8 6 1 t 6 . 0 0 0
2 ? 8 7 1 i 7 . 8 2 6 685975.000
2181648.W
685841.000
2788170.249
685615.000
2788802.935 685347.000
2189952.061 684858.000
2790505.703 68450r.000
279t274.906 681899.000
2191934.848
68t562.000
21924t6.914 683501.000
2792356.923 683344.000
n92682.662 633208_000
2793005.98?
683281.000
27934743a8 683175.000
2795314.456 682268.000
2796063.439 681609.000
219649\.267 681404.000
2196730_186 68121l000
2197193.910 680612.000
2797866.972
680030.000
2197936.299 679734-OOO
2798509.898 679298.A00
2798743.554 6',79029.04O
2198695.233 678716.000
2198759348
678441.000
DEFLECTION DIRECTION
ANGLE
ANGLE
(DEG)
(LroR RT.)
l1984'
2t_0736.
196921.
8.4454.
25.5470'
27.5t45'
LEFI
RICHT
RIGHT
LEFT
5.8273.
LEFI
R]GHT
LEFT
0.933t.
2.249t
t0.6177'
LEFT
RIGHT
R]GHT
3_5065.
LEFI
RIGIIT
LEFT
RICHT
2.3465'
16.8107'
10.0633.
9.t721"
0.4356'
0.1085"
9.1537"
6.3258'
11.5958'
9.47800
1t_6576'
.2.0093.
35.5825.
25.5377'
13.5268.
15_1364.
15.8477"
13.372l.
t3_391,3.
LEFT
RIGHT
LEFI
RIGIIT
RIGHT
RIGHT
LEFT
RIGHT
LEFT
LEFI'
LEFT
RIGHT
RIGHT
RIGHT
LEFI
RIGr1I
11.6999"
49.8176.
RIGHT
LEFT
RIGHT
LEFT
RIGHT
21.9654.
RIGHT
35.9843.
r9_5851.
RADIUS
R
(M)
2000.000
500.000
1250.000
1000.000
350.000
1000.000
1500_000
8000.000
3000.000
i000.000
3000.000
3000.000
500.000
1000.000
700.000
15000.000
60000.000
700.000
i000.000
1000.000
605.000
500.000
3000.000
350.000
350.000
500.000
500.000
500-000
500.000
1000_000
1000.000
350.000
350.000
500.000
350.000
500.000
TANGENT
T
(M)
59.330
93.002
216.954
73.834
79.148
244.833
'16.315
EXTERNAL
DISTANCE
E (M)
0.880
CURVE
LENGTH
L (M)
r8.687
118.625
r83.901
429.624
2.722
8.882
\47.400
156.058
29.535
E.5?6
65_161
58.889
o.265
92.923
9t.828
4.308
480.219
152.559
130.319
1r7.764
185.314
i.405
183.599
61.44\
73.881
0.629
122.865
146.101
88.045
56.149
51.020
56.193
56.0t6
1.942
0.578
5.429
3.868
0.108
0.027
2.239
|.526
\75.631
112.058
114.039
113.586
i11.834
55.259
101.540
50.155
5.142
5t.042
52.608
1,1,2.314
o.46\
17.579
202.386
100.080
101.732
105.206
2t7.361
79.318
59.2n
8.875
3.504
156.001
118.044
66_432
4.394
69.593
58.613
117.396
140.292
4.820
3.4U
6.861
5.017
132.090
ll8.297
113.669
125.956
17.995
21.974
2.617
35.928
2r9.815
9.328
191.684
51.2:8
1e.604
91.4)3
2.075
2.599
110.405
116.69-l
233.723
i99.916
241.811
102.100
3U.440
POINTOF CURVATURE(PC)
RD,
EASTING
POINI OF TANGENCY (PT)
NORTHING
RD.
EASTING
NORTHINC
689343.000 44+593.000 2719066.40J
689289.00
45+387.000 27791C.904 688909.000 45+571.000 2719904.740 688794.00
45+884.000 2780t07.400
688555.000
46+313.000 2180435.7N
688281.000
47+490.000 2781454.400
687691.000 47+617.000 2781587_000687619.000
48+T1.000 r78130.600
687414.000 48+178.000 t782258.500 687127-000
48+547.000 2142373.840 687203.440
49+027-000 2782',771.100 686942_000
49+nA.AAO 2782962.700 686874.000 49+393.000 2783108.800 686830.000
49+816.000 2743529.300 686727.WtO 49+946.000
2783655.600 686695.000
50+375.000 2784070_500 686586.000 50+493.000 2784183.800 686554.000
50+908.000 2 7 8 4 5 8 1 . 0 0 0 686431_000 5l+093.000 2184162.3M 686196.000
51+343.000 2785010.400 686169.000 5l+527.000
2785\92.200 686141.000
5l+828.000 2785489.600 68629r.000 5 1 + 9 5 1 - 0 0 0 2785611.000 686273.000
53+082.000 2786731.800 646126.000
53+228.000 2:186872.400 686086.000
53+410.000 2187037.600 68601l.000 53+585.000 2787243.200 685954.000
53+9E9.000 2787594.240 685854.000 54+101.000 218,740.100 685818.000
54+556.000 n881\1s00
685638.000 54+670.000 2',788222J00 685593.000
55+243.000 2788750.600 685369.000 55+357.000 2788855.200 6853:5.000
56+493.000 2789900.500 684880.000 56+505.000 2789999.s00 684828.000
57+148.000 2790459.000 6845r8.000 57+258.000 2790548.944 684474.000
58+080.000 2 7 9 1 1 9 1 . 5 0 0 683962.000 58+282.000 n91361_4DO 683853.000
58+875.000 2 7 9 1 8 9 0 . 1 0 0 683584.000
58+975.000 2191975.200 683532.000
58+976.000 279t975.900
68353r.000 59+078.000 2192063.300 683480.000
59+349.000 2792309.?40 683366.000 59+454-000 27922405_4AO 683324.000
59+642.000 2792579.1O0 681251.000 s9+860.000 2792792.2N 683232.000
60+000.000 2792928.600 68r261.000 60+156.000 2193083.44O 683264.000
60+497.000 2793416-500 683188.000 60+615.000 n93527_640 683149.000
60+541.000 279525494O
682298.000 62+673.000 2:/95364.300 6822U.OOO
63+535.000 2796011.200 681655.000
63+.674.000 2796126.200 68r579.000
64+019.000 n96438.400
681429.000 64+i36.000
2196536.900 681367.000
64+267.000 2796638.800 681285.000
64+501.000 2796aO2.OOO 6 8 1 1 1 8 . 0 0 0
65+041.000 2797132.640 680691.000 65+241.000 2:797269.8W 680546.000
65+9i7.000 2:197781
.OOO
680104.000 66+117.000 2:797492.940
679919.000
66+201.000 2797941.604 679856.000
66+q43-000 2798036.600 679657.000
66+986-000 2798469.100
679129.000 67+089.000 2798543.500 619259.000
67+23O.AOO 2798636.700 679152.000 67+535.000 2798718.700 67886t.000
67+592.044 2798t10.000 678812.000
67+784.000
2798717
AOD
674622.400
44+475-W0
2114960.140
ffidt
MPFO!€MBITAND\{IDEN]NO
OF
RUDSEC]]ON
QILASAFULLAH-LORALA]-WAIOUM
OFN-70 024 KM]INCLUDING
LOFAWB'?ASS
A.A.ASSOCIATES
ANAN
245-2-Y€Loq-6,(or shq€qFqbo) P.ec.H,s..
K^RAdr,75r@ (PAksiaN) 8AN
tdj.s-$3r
r xr{e22Dr5+-5237
s@4atoAE, J& r@
ISLAMABAD
SET'NNG
OUT DATA
SHEET
3 OTFJ
1353
GEN-08.3
-
_.1
f
o
rj
,ci
lo<
il
o.l
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6
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a
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AT\AT\
,45 2 y,BrocK-6,{anshoco rdsD p.Ec.B.s,
KARACF754@ (PA(ST^N) R'h. tuer bdE }d-e@
T! {s3-$& FArp??r)454sa7
.A . . r1 l!9! ":)
ol4 s0Fu[ar-Lo3,ata,-lyAicutBUDsrcnoN
OF N-70 (124 XI]) INCLUDING
LOFALAIBYPASS
lST,AMA.BAD
.tr< o,Fie
I
IJ5J
TYPICAL
CROSSSECTION
OFPROPOSED
PA\,TMENT cEN-09.1
I
o
=
=
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x.
tr
o
s
jl
=
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o
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.tror&
o
3
RffEn onAwNG* cEN-0e.6 rq oEraL.
AT\AT\
L
JMPROV€MENT
ANDWOENING
OF
OILA5A]FULLAH-LORALAI-IVAJdJM
RIJOSCC]]ON
NATIONALH]CIIIYAY AUTIIORITI OFN'7O (I24 KM)INCLUDING
LORALAI
BYPASS
A.A.ASSOCIATES
,i5-2-y,erocK-6,(or shd4 foko ) p.EcH.s.,
K^R^oH7s400(PrGraN)
rr! 45r e334FAxi(e22t154-5r3i
lSI,AMABAD
's
.^,r .
ltd " )
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1353
TYPICAL
CROSSSECTION
OFPROPOSED
PAVEMENT GEN-09.2
:l
f
NG.L.
I
N.C.L.
.l
,*
=l
o
o.l
rq
n
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A.A.ASSOCIATES
AT\AT\
L
aopwonmrn riiiiii
25-r-x&o*
6,{otr$d@ torsD PrcRs,
K^RicHr-75400
{PAK6TAN)nah
(e22jn54-5237
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-
A S P E R ] N S T R U C T I OONF N H A D
)ES
-
H A S B E E NK E P T A S M I N I M U MJO
o M tTER
TEF
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'A'
F O RD E T A I L
A N D D E T A I L ' AREF
E.ER
J I DDRAWINC # GEN-095
.
F O R T A S L E J R E F E RD R A W I N G
# cGIEN-09.t. 6
of C E , R
TPRoVEMENT
ANDylroEN
N00F
|
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RJDsacru l
NATIONAL
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srpassI
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=
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I
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.ISTNC CARRIACEWAY
N
(FoR R.Hm I r^rcN iN HrrY
NOTE:
A.A.ASSOCIATES
,45-2-y,8locK-6,(0r shq{ .otsd) p.r c.H.s,
K^RrcH 754@ {PA{ sr^N)
rtli45+1334 h*{e22D154 52a7
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H A S B E E NK E P T A S M ] N I M U I 3
/0
-
F O RD E T A L ' A ' A N D D E T A ] L ' B ' R E F ED
RR A W N G
# GEN 09.5
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FOR TABLE 3 REFERDRAWNG # GEN-09.6
METER
IIPROVEMTNT
ANOWDENING
Of
QIA SqFULLAH-LORALA-WAIGUM
RI]OSECNON
0F N-70 024 KM) TNCLUD|NG
BypASS
LORALAT
TYPICALCROSSSECTION
OFPROPOSED
PAVEMENT
F
I
o
ffi
D.S.T,
ASPHALTC
WEAR
NGCOURSE
ACOREGATE
BASECOURSE
ASPNALlIC
B A S EC O U R S E
CRANULAR
SUBBASECOL]RSE
ACOREGATE
BASE COURSE
S U B G R A D&E E M B A N K M E F
NITL L
SUBBASECOLTRSE
(\4here
o
S U A C R A O&E EMBANKMENT
FILL
ASPHALTIC
WEAR
NG COURSE
A S P H A L T IW
C E A R I NCCO U R S E
ASPHALTC
B A S EC O U R S E
B A S EC O L ] R S E
AGGREGATE
BASE COLJRSE
AGCREGATE
B A S EC O U R S E
E X I SN
TG PAVEMENT
(Where R€gulred)
SUBBASEcor..lRSE
DETAIL'B'
DETAIL'A'
(AI REALGNE
Dc T o N )
sE
S U B G R A D&E E M B A N K M E F
NITL L
{A'I BEHABIU'A]ION& WDENINCSECTION)
NOTE:
F O R P A V E ] V E NTTH I C K N E SREF
DRW# GEN-096
S
o
ANAT\
l
JMPROVEMENT
ANDWDININO
OF
-WA EUMRUOSEC]]ON
A|LASAFTJLLAH_LORALA
NAT1ONAL
HIQHWAYAUTHORIT]oF N-70 (r24 KM)TNCtUDTNC
LoRALAAypASS
A.A.ASSOCIATES
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KARACHT-7s4OO(PMlsT N)
lElj.r$-gaa4
tAX(9221 )45,r-528i
AND WIDENINC
IMPROVEMENT
OF
RUDSECTION
QILASAIFULLAH_LORALAI_WAICUM
OF N_70 T124 KM) INCLUDING
LOMLA BYPASS
DETAILSOF R.C.C SLAB
FORNEWSLABCULVERT
o
REINFORCEMENTSCHEDULEOF SLAB
CULVERT
TYPE
o
SINGLE
CELL
DOUBLE
CELLS
TRIPPLE
CELLS
o
o
L
A.A.ASSOCIATES
PL,A'INERS
AND CONSULTING
ENCINIERS
245-2-Y,B!OCk-6,(Oft ShdE F.isal) P.E,C.H.S.,
(prxtstrN)
KAR,{cHt-7s.roo
'IEL4sJ-sa84
Frd:(9221)484-S2Bi
CULVERT THICKNESS
(s)
REINFORCEMENT
(METERS)
(Tt)
(METERS)
(a)
(b)
1.00
o.20
0 1 2 @ 2 O O cc/
012@2OQc/c
d1A@25Oc/c
1. 5 0
o.25
012@2OOc/c
o12@2OOc/c
0 1 0 @ 2 5 0 c /c
2.OO
0.25
@12@150c/c
A12@15Oc/c
alO@25Oc/c
2.50
0.30
0 1 2 @ 1 S O cc/
0 1 2 @ 1 S O cc/
61O@2OOc/c
3.00
0.J5
a16@200c/c a12@20Oc/c
@10@200c/c
4.00
0.45
016@1SOc/c
0 1 2 @ 1 S o cc/
0 1 0 @ 17 5 c / c
4.OA
0.45
016@1SOc/c
Q 1 2 @ 1 5 O c / c 0 1 2 @ 1 5 0 /c c
010@175c/c
2.OO
o.25
0 1 2 @ 1 5 0 c /c
@ 1 2 @ 3 O O c / c@ 1 2 @ 3 O O c / c 6 1 0 @ 2 5 0 c / c
3.00
0.35
a 1 6 @ 2 O O cc/
@12@2OOc/c012@20Oc/c
(c)
(d)
@1O@2OOc/c
IMPROVEMENT
AND IYIDE}IING
OF
QILASAIFULLAH-LORALAI_WAIGUM
RUD SECTION
0F N-70 (r24 KM) TNCLUDTNG
LoRALAT
BYPASS
REINFORCEMENT
SCHEDULEFOR
NEWSLABCULVERT
FORCULVERT
HEIGHT
2000<H<3000
FORCULVERT
HEIGHT
FORCULVERT
HEIGHT
3000<H<4000
FORCULVERT
HEIGHT
H<1000
A.A.ASSOCIATES
PUNNERSAND CONSULTING
ENGIN€ERS
2,15-2-Y,BL0CK-6,(O'iShor.o F.l.ol) P,E,C.H,S.,
kaRAcHt-75400 {PAktslaNl
]EL45J-9834 FAX:(9221)454-5287
"L
FORCULVERT
HEIGHT
1000<H-<1500
ANO WIDENING
IMPROVEMENT
OF
RUD SECTION
QILASAIFULLAH-LOMLAI_WAICUM
IORALAT
0F N-70 (124 KM) INCLUDING
ByPASS
CONCRflE ABUTMENTWALL
SECTIONFOR NEW SLAB
CULVERT
-'
FORCULVERT
HEIGHT
2000 <H\<3000
FORCULVERT
HEIGHT
1500 <H=<2000
FORCULVERT
HEIGHT
1000 <H-<1500
FORCULVERT
HEIGHT
3000 <H<4000
o
L
A.A.ASSOCIATES
PLANNERS
AND CONSUL'TNE
ENGINEERS
2,15-2-Y,BL0C|(-6,(OffShoR Foi&D p,EC,t.S,.
KARcCHT_754Oo
(PAXjSTAN)
TEtj453-9884 Ftd,t192/ )a54 -5287
IMPROVEMEI'fi
AND WIDENING
OF
QILASAIFULLAH_LOMTAI_WAIGUM
RUD SECTION
oF N-70 (124 KM) |NCLUD|NG
LORAL-Aj
BypASS
W I N GW A L LS E C T I O N
loR/o4/ooJt2
l. cvl &qc( To souNoDaNsE
CONCREIf,EXPOSINGTHE EACX
OF IHE gEEL /ANOTO FUI! E(T'NI
0F coRRostoN.
2. REMOVEAIL CORROSIONiROM gEE!
REPLACINGWTI| NEW gEEI IF
DIRECTED8I I}IE ENGINEER.APPLY
A SINGLECOATOF CEILCOIEZINC
RICH PRIUERTO THE PREPAREDS'IEEJ. 9qTUR{TE CONCREE WIH CLEAN
WATERA}ID BRUCHAPPIY BONDINC
i6EMr,
4, MIX A STRUCTURAL
REPAIRMORTAR&
ADD A TVA-IIRREDUCINGACENT
CONTAININC
SiNTHEIIC POLYI'ER AND
APPLY EI TROY'ELOR MICHINE IN
LAYERS0F l5-4omm, ENSUREUoRrAn
IS VIELL COMPICIED ONIO 'HE
SUBSIRAIE AEEN APPUED.
5. CURE TIE SIJRFACEADEOUATILY.
REPAIROF CONCRETECRACKS
. FINE CRACKSSHAT! BE FILI.EO UP WIIH INJECTION
1J00 5IRIES Ol
RESI!iS.SUCHAN CoNCRESTVE
ANY EQUIVA!f,NTUSINGIN,'ECTIONSYSTEM.
. OT1IERCR CKS SIAII BE ROUIED OUT AY CUTTING
GROOVESAND FILLEDUP WMI NON-SHRINKGROUT
0F PLTSflC CONS|STANCY,
. ACTIVECMC(S SHAIL BE BRIDGEDWITTI'U- SHAPED
STEE! BARS AS SHOWN,BSIORT SEINC REPAIREO
WTH APPROVEDOUAUIY MA'IERIAI-
REPAIROF CONCRETE
CRACKS
REPAIR
OFCORROSION
INDUCED
CONCRETE
IMPROVEMENI
OF
AND WIDENING
A.A.ASSOCIATES
PLANNERS,4ND
CONSULIING
ENGINEERS
245-2-'r,BLocK-6,(otf sho..o Foisol) PE.C.H-S.,
kA,cacHr-7s4oo (PAXTSTAN)
TEL4$-9a64 FAd9221)454-5287
L-
RUD SECTION
QILA SAIFULL,{I]_LORAIAI_YJAIGUM
LORAIA BYPASS
OF N-70 (124 KM) INCLUDING
r ts PflM slmso€s
ar FRr|rrsBETRNG
llll
lltl
il lr
tf*,+l
ilil
_ _______Jl
_ F_
llll
ilil
lt il
llll
il ll
I
_
F
5
NOTES
PLAN FOR NORN/AL
CULVERTS
PIAN FOR SKEW CULVERTS
FOR SECTION
A-A & B.A REFERDRO NO. SI-C.I5
OIMENSIONS
L1 & L2 ViIL]. EE FIMUZEO AY TH€ CONTRACIOR
AS PER SIIE CONOMON,FOR TOTA! IEN6III OF CULVER'
REFERSCHEDULE
DRA$NGS.
5,
FOR ROADX_SECTIONSREFERRELEVANiROADWAY DMWINGS.
IMPROVEMENT
AND WIDENING
OF
QIIA SA-IFULLAH_
LOMI,qI-WAIGUMRUD SEC'NON
0F N-70 (124 KM) |NCLUO|NG
LoRALAIBypASS
A.A.ASSOCIATES
PL NNERSANO CONSUL'IINCENGINEERS
245-2-Y,ELocK-6,(oir sho..o Foisot) p.E.C.H.s.,
K4&4O.{_7540O (P,AXI'AN)
IEL4$_9e84 F,rd:(922t)i5,{_528i
1.
?.
GENERALARRANGENENT
'n6
PFrri $Pris€D€s ar PRrs 8r$riic
RORNEWPIPECUTVTRT
TYP SECTIONAT A - A
ll
l--;SECTIONC-C
A.A.ASSOCIATES
l_
PUNNERS,ANOCONSULIINO
EN6INEERS
245-2-Y,BLOCk-6,(OffShoroo Foi$t) p,E.C.t.S_,
KqRACHI-754OO(PAXIsTAN)
TEtj453-98a4 FAx(9221)45a_528i
'rru
ll
|
TYP.SECTION
OF BRICK
IVIASONRY
HEADWALL
FOR1O7O
DIAPIPE
SECTION
B-B
IMPROVEMENT
AND WIOENING
OF
QILASAIFULLAH_LORATN].YVAIGUM
RIJDSECTION
oF N-70 (124 XM) |NCLUDTNG
LoRALA]EypAsS
SINCLECILL BOX CULVERTS
BAR
s
--l=F
-\r--i-
l;ltrl "-*,,- l5,lg
DIMENSIONS
BAR
,
OUANTITIESPER MTTER
BAR
BAR
BAR
6
6
6
BAR
BAR
BAR H
BAR
BAR
TI
25O
5000 - a000
1500
600 - 2000
250
250
250
300
250
250
0-600
uj
EO
30c
250
250
t0@200
2000 - 5000
f,o0
t0@200
ax2
J00
100
300
l2@r50
300
r0o
2960
6X2
2300
2e60
6X2
2J00
254
500
ax2
I00 t 50
3160
3160
ax2
2660
ax2
2460
J00
3t00
6X2
3300
4540
J50
31,rc
350
J50
6X2
160125
550
6 @ 1 2 0j 9X2
24AO
2f,O0
a
12@120
a
2a00
12@t25
I
10@150
a
6
J440
3500
166150
a
4600 | 20€r150
6X2
1500
r20150
6X2
Jso0
100200
a
t26t50
a
I1o150
3S00
6@120
3900
I6@150
16@125
5200
2300
10@200
6
2400
6
r0@200
10@?00
a
2400
a
2AOO
2.+00
13X4
106200
5X4
24AO
100200
10@175
1$(4
r3x4
13X4
12@2AO
a
5200
160150
I
5200
t 2@130
60J50
r00200
10@200
a
tx4
1JX4
24X4
-1000
1375
10
o.220
a
1375
3
1375
a
0.220
4.220
a
10
o,220
o.224
1,S95
o.220
1.995
o.220
o,214
o.22D
1375
a
2.445
r375
a
?.o15
o,270
a
2.545
o,270
10
1375
a
1375
I
1175
a
"1000
2.795
2,795
2.995
1225
2.995
1390
1Jx4
a
0
10
't225
5X4
1AX4
] 745
1.715
1375
't3j5
1JX4
a
1,295
10
1375
1900
u3
1.295
lt?5
ax1
s
200150
r00200
ax4
3,rc0
5200
I
1375
5X4
3SOO
s.200 20(}15C
1225
5X4
1J75
a
160150
5X4
6
10€150
2300
514
10€'200
2€00
0
raooI 2 0 0 1 3 0
100200
?J00
126130
16@125
a
2Joo
2300
126150
106r?00
a
€
a
2300
3
6X2
J50
100130
2300
a
a
t20150
9X2
1 2 0 r5 0
a
2J00
16@150
106200
2lc0
21AO
6X2
t00
6
12(}150
?J00
ta00
100200
6X?
300
250
t0@200
1 2 @ 1 5 0 at2
150
2300
12@125
12@120
250
I2@150
6
6X2
250
a
6
129200
2100
2J00
1900
6X2
6.X2
a
12@150
100175
6
6X2
ax2
250
2500
6X2
ax2
r 2 @ 1 5 0 ax2
J00
J000
2160
2300
25(r
250
7
e
!06200
J00
250
2500
6X2
2460
J00
250
2000
2560
6X2
250
250
6X2
1225
t 0@200
l3x4
5.555
1690
10
DOUBLECELL BOX CULVERTS
s,te&-,G,@r!t$,
l;i!t::*-9)':_'-
DIMENSIONS
a
BAR C
.#=f r
________-l&_ro,
]l
ARD
F
,"i"
l*ln'Ii'", l:lH *":l-li
2500
251
6('l5C
QUANTITIESPER METER
8AR
K
u3
ax2
3500
a
a750
9350
601J(
9350
!0@r5c a
4750
5Xa
r325
3500
9.295
NOTES
(vaUofoR srNclt CELL30{ cuLvERI)
A.A.ASSOCIATES
PTANNERS
AND CONSULTING
ENIINEESS
245-2-Y,BL0cK-6,(on shoreo Foisot)P.t.c_H.s.,
xMACHt_75400(PAKSIAN)
rEL:451_SeaaFrv(9221)4s4_s287
ryPICALSICNON
'T AAR CUT LENGTH
SHALL8€ N rcCOROANCE
VIITI']L€NCTHOF CULVERT.
ALL SIURCIIJRALCONCRETE
S|IALL BE CTASS?' CONCRFIE- ALL SIIJRCTIIRAL
REINFORCEMENT
SHALLBE CRADE50 STEEL,
- MINIMUM
@r'ER TO TH€ REINFORCEMENT
SHAIL BE 5odd.
- OYERIAPL€NCTHOF R€EARSI]ALI AE 4A}DI{ OF BA'!
. FOR CLILVERTS
},YITHSPAN LESS TI]AN ANY OF THOSESHOWN]N TABLE, USE
REINFORCEMENT
AND SPACINC
FOR NEXTCREATFR
SIZE SP,AN.MARK
& FIIL NEIGIII
N€CESSAFYCHANCES]N BAR LENG1HANO QL,'ANTIT]ES,
- EXPENSION
JONTSSHALLAE PROVIDED
AI MA,X.lsmLENGTH
lF NECESSARY.
- ELAST]C
ASPMLT AOAROWN8 IOMM. THICKNESS
AT THEJOINTOF
CONCRFI€ SHALLBE PROVIO€D,
- n= NLTMBaR
0F cELLs
- LAP= 4A TIMESDA OF 6AR
- FOR BARSI1ARKEO
C.D,E& F IN MULTIPLE
CELLSCIJLVERTS.
THE LAP
S|IALL BE PRO\4D[OAT LOCATIONS
AS 'OLLO{S:
FoR
sAFs
C
&
r
ar
M0
0.
cuLlr€fl
cEL_.
o
(iD roo BARSD & f aT c._ o! \flrRNALwAL_
' T1]IS OR,AW
NG IS IO AE RE{D IN CONJUNCTION
WITH
PLANANO PROFILE
DRAWNCS.
- IHIS DFIAWNC
SUPERCEDE
THE PREVIOUSLY
ISSUEDO&CWNGS
OF
CULIERTS}II]t] PACXAGES]ITLE.
CJ MEANSCONSTRUCTION
JOINT
(VAL]DFORDOUBLE
CELLBOXCULIERD
IMPROVEMENT
AND WIDENINC
OF
RUO SECTION
QILA SAFULLAH-LOMLAI_WAIGUM
OF N 70 (J24 KM) INCLUOING
LORALAI
EYPASS
ryPICALDilAIL OF
SINGLTCELL BOX CULVERT
vJ
0.905
TRIPPLECILi. BOY CULVTRTS
13rl 3+sr+r-i@-r{ l4t
OIMENSIONS
s
i;rnos+?{+(o
IAR B
JAR
6X?
a
a
_\l
r)y'r-r0o
IAR D
BAI
F
|
BAR
K
4
(6m+n-r@+rr)r
OUANTITIESPER MTTER
L
BT
M3
ax?
6@t5(
a
14pA
8
axz
J460
6X2
2400
a
a
a
7100
a
ax?
,1640
6X2
a4o0
a
3
a
10500
a
ax2
I J000
a
a
r3500
toxa
36X4
10000
5 lx 4
I JX8
5Xt 2
5X12
1349
t0
5T I2
l4t9
t0
2400
6.595
1t000
a
MI
2aoo
lJ49
9_955
I-0lo
11.505
1.330
FOURCELL BOX CULVERTS
.3.1 H+&+n-r@-rM
E+2h+('-r)M1-rm
lisr
1r-i
h@T
BAR
DIMENSIONS
c
B
tsAR
s
l5o0
0-600
112
4t40
6X2
ax2
5640
6X2
JX2
2900
1J250
a
1525
+ ONE
15250
60r 75
5640
ax2
a
6X2
2900
--_t_--_"'t"""1
a
7
3l
-t
r3750
t3750
+ ONE tAP
15750
6015(
15750
15750
"1.
31.
zorol e
al.
oorsola
't7250
a
(@+rFi@+re):
PER MTTER
OUANTITIES
M
a
32
1419
15250
r5250
14x10
5X16
I419
1AX
I0
5Xt6
1419
10
5i6
32
't7750
11754
17250
I
o. i9-
i;)
l_
--..1,b
i5ol---
I
5X t6
10
11250
a
32
32
ul
v3
12.225
1.355
t5,650
1.555
15.650
1,555
15.025
1.755
1.755
5^6
FIVE CELL BOX CULVERTS
pr+2{r+(n-i)rtt-ro0
hr-------__l,,t
-^_l
DIMENSIONS
BAR
-\f
$of-------l'so
PER MF'ER
QUANTITIES
3AR
s
^9
3000 t 50c
J6,10
_ _ - t _ - -_ _ ' t ' "
2000
ax2
4000
6X2
19
6@15C E
6X2
?900
6@I5(
roersol
a l- l]Pl
a
a
a
a
a
6X2
a
^T
a
21500
2154O
8X2
4640
6X2
9X2
5l -{0
ly
a
6X2
J900
a
9X2
56,10
6X2
2t 900
rl
a
I
r 6500
22COO
3JX4
axl2
a3x4
10x12
2r500
a
22000
oo'sola l. frflloo,o"
a
21500
a
21900
104x4
5X20
v3
r_630
15.0,15
10x12
5x20
13X12
5X20
10
2S00
15X12
15Xi2
uJ
'14_215
14.545
3900
5X20 1 9 1 4 , 2 3 1 0
40
2.140
19.J45
2.140
20,145
2.ra0
:12.625
2.224
NINE CELL BOX CULVERTS
"{tr+
1&L_!lel]I:I!:sl4sr
DIMENSIONS
BAl
s
8AR
BAR F
N
|
ls-T
BAR
K
L
,a
(6m+rtno+rrol
PER METER
QUANTITIES
M
,F^,lI
(firl Helghl)
2500
8X2
6X2
1,100
38500
a
1 1 . J9000
uJ
34500
13X10
5X36
1419
72
3400
116.525
uJ
3_aao
NOTES
.. BAR CUT L€NCTHSHALL B' IN ACCORDANC€
WI'IH LENGTHOF CULVERT.
_ ALL STURCTURAL
CONCRFIESHALLBE CLASSA' CONCFEIE.
- ALL STURCTUR}tr
REINFORCEMENT
SHALLBE CMDE 60 STEEL,
- M]N]MUM
COVERTO THE REINFORCEMENT
SHALLAE sOhM. OVERIAPLENSIHOF REAARSHALLAE 4AXDAOF BARS.
'FOR CULVERTS
WTH SPANLESSTHANANY OF THOSESHO\{NIN TAALE,USE
AND SPACING
FORNEXI CREqTER
REINFORCEMCNI
SIZESPAN.MARK
& FILL HEICHI
N€CESiCRY
CHANG€S
IN &CRLENCTH
AND OUANTITIES,
- EXPINSION
JOINTSSHALLAE PROVIDED
AT MAX.15mLENGTN
lF NECESSARY.
- ElASllC,€PIJALT€OARoW'IH 10mm, THICKNESS
AT-lHE Jo|N'I OF
CONCREIE
SHALLBE PROV]DEO.
- .= NUIaER OF CELLS
LAP= 4a TIM€SDIA OF aAR
. FOR &qRSMARKED
C,D,E& F N MULIIPL€C€LLSCULVERIS,
IHE T,AP
SHALLEE PROVIDEO
AT LOCAT]ONS
AS FOLLOWS:
{J) FOR 8,qRSC & F AT UID OF CULVERTCELL.
(iD FoR 8AR50 & C AT C.L 0f |\TCRIALWA--,
- II]IS DRAI'I/]NC
IS TO BE RfiD IN CONJIJNCTION
WTl]
PLANANO PROFILEDRAWINGS.
- THIS OR,A}IINC
SUPERCEOE
lHE PREV]OUSLY
ISSUEDORAWINGS
OF
CULV€RTSI{TH PACKAGES
TITLE.
- C,J MEANSCONSIRUCIION
JOINT
A.A.ASS
O CIATES
PLANN'RSAND CONSULIING
ENCINEERS
245-2-Y,BLoc{-6,(orr sho'eo FoisaDP.t.c.Hs..
(pAK|STA
KARACHT-7S4oo
)
IEL:451-9a84 lAr:(S221)454,s23t
I M P R O V E M E NA] N D W I D E N ] N GO F
RUO SECTION
QILA SAIFULL,AH-LORALAI-WAIGUV
oF N-70 (r24 KM) TNCLUO|NG
LORALATEypASS
TYPICAL
DETAIL
OF
MULTICELLBOX CULVERTS
WINGWALL,APRONDIIVENSJONS,
REINFORCE[,4ENT
ANDESTIMATED
QUANTITIES
PERCULVERT
tgtclH
3-3
REINFORCEMENT
PLAN
4-4
NINTtrq
.iliJ.,on.
*.
srarED.
rNu.uMmRs uNLEss
orHERwsE
I CEMEN'IO BE USED IN CONCREII SP,,TL EE SUF}TA-I' RESFTANT,
. lllNlUUM COVERTO REINFoRCEUEmSrUtL BE .lO mm.
A.A.ASSOCIATES
PI,,.IINERSNNO CONSULTING ENGINEERS
IMPRO!€MENTANO
WDENING
OF
OILASAIFUITAH.LORAI-AI-WAIGUM
RUOSECTION
OFN.7O{124KM]INCLUOING
LORAIA BYPASS
DETAILSOF PIPE CULVERT
APRON
ANOWNGWAILS
I
(sNcE can s,( sJL\.tRrl
toNrYsfls sua & nP frar Rsr-DR6!$i
ENDELEVATION
-II
odrsr ctr] 6oxiffi_
(ortY grrc*l| s-r8 r TopFrcl iE|IFDRcrrloaD
ELEVATION
OF APRONBTAM
3-3
L
rl
l
_,po|es a n i2. otso c1
RI
t
:<
6
3I
:<
g
s
fi
-l
nlqTEI
llPnol eEx
ffi
t^-
ri
K-
Rl
E
5
*{ffiI
..<
D--.
-;--
LLANOF APRONSLAB
T
I
I rPRoNBE+r
_1
(
fg&
ffi
! l-,.*"
"*.,,
I
1 - tlis DRAYI]NC
XUSr BE R€rD N CoIUUNCIiOX
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a! StRUcIURAtCONCRmSllAI 3E Ct SS t CtI{CREE
AI SIiLICfuRTTRAHFOFCE{EM
S}UII 3E CMDC60 'TE!
CMi CoVERIo RENmRCA€fTtD A€ 50 mm.
.'<
PLANOF APRONSLAB
(Do'-r*r
&TrLdr\Bt
{rrcu ca! 30xcuLv*r)
IMPROVEMENI
AND \YIDENING
OF
QILASAIFULLAH_LOMIAI-WAICUM
RUOSECTION
OF N_70 ('24 KM) INCLUDING
LOMTAIBYPASS
A.A.ASSOCIATES
PI.ANNERSATIOCONSULT]NCEIIGINEERS
245-2-Y,8L0CK-6,(0tf Shorco Foisot) P.E,C,H.S,,
(Pr.ktsar)
liaMiHt-75400
TElj453-9684 FAx:(9221)4s4-5287
1}6
PHI
Sr,1?Ers€D{S/r!
Hf,r5
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DFIAIL OF APRONSTABS&
WINGWALLS
(srEEr
r 0rr J)
a
5-3
2-2
NOTES
l-
,IHIs
DRAIINC 'IUST AT RTID 'N CINJI'NCTION WMI
olrc. o. 5r-05-.+.0& sr-Ds-a.a
al- s'RucT],RAcorJcRms}lrtL BECUSS A CONCREIE,
ILT SIRIJCIURA
PI-ANOF APRONSLAB
REINFORCEM'NT SHAU AE 6iADE 60 SI€E!
CLEIR COVER TO REINFORC€YO{I TO BE 50 NM,
IDtnEEC4L gOXCUL\iERr)
IMPROVEMENT
AND WDENING
OF
QIII SAIFULLAH_LORALA-WAIGUM
RUD SECTION
oF N-70 (124 KM) |NCLUDTNG
LoMIAI Eypass
A.A.ASSOCIATES
PLANNERS
^NO CONSULT]NC
ENGINEERS
?45-Z-y,Dt0Cl(-8.{On
S.tda Fdlsot) aE CH,S,,
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'IEtj453-98a4
FN,t(9221)iS4-SZB7
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IT
PR IIS E*IXC
OflAIL OF APRONSLABS &
WINGWALLS
(5HEEI2 0F J)
SINGLE
CELL
BOXCULVERTS
APRON
&WNGWALL
DIMEI'ISIOI.IS,
REINFORCEMENT
& ESTII./ATED
QUANTITIEs
(QUANIITIES
FORAPRON
& WINGWALL
FORONESIDEONLY)
S'IRAICHT
SMAGHI
S]MIGI{T
STIIA}GIIT
DIMENSIONS
BARA
MRB
BARC
_______!849!L
BARD
---!l8dql
Er----l
BARG
BARF
BARE
D
L
15m
mm
?[---le
rg
sl
BARH
BARJ
f,JTL
'9
r€r?5
219175
ndns
nQns
??0rso
ndto
n@n
nanS
nc175
??0rrs
ngns
na1t5
nErx
xtcl&
nQtan
NBfr
2?0175
neJ'5
tlon5
n4115
nans
0?€zo
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?Er50
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n9115
aa1lt
n4115
n0r?5
zlg1t5
nc,s
nalc)
n4115
ndis
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??9i75 12
na1ft
?€t75
noll5
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12
12
12
n6n5
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aol15
NQlA
??€{15
?61?5
nat$
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51
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TtQt o
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2?0150
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?tgl50
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c tT t
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n411.
23
q r'l
f,l J 5oo
sT--------lE
D|MENSOt{S)
ltNsrDE
?ll----l\e
t t 5 7 a4_
.'.-een -._
J.t-!
'
x
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67
BARP
SUTL
QUANTTIES
'IIT L
12
ste?l,
slw
nw
7W
mEio
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l3
10
25?,
2
252!
2
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m8400
m€Po
0?ero
m€2s
m€200 l 5
2
a,00
?30
0?€2m
3350
0?gaio
3350
mgror
?m0
DOUBLE
CELLBOXCULVERTS
zlg.,tt
Ig1t5
,t{
n4175
?0115
nons
12
AQfr
35
ztgi50
?0r50
ne,l,
10
TRIPPLE
CELLBOXCULVERTS
NOTES
r- IHls oRAwrNc
sHouLDEE READ
CoI{IUNCITON
lvmt
0R0.N0. 5I-DS-,!.1 & TS-DS-4.?
A.A.ASSO
CIATES
Pi.ANNERSIAI{D CONSULTING ENGINEERS
2,t5.2-Y,BLoCK6,(OIlShaE
F.Ls4 eEC,H,s,,
KqFACHIJS,IOO {PAICSTANI
TE44539€A| FA)Ci9221!t5.{-523?
IMPROVEMENTAND
WDENINGOF
NATIONAI HIGHI{AY
QILASAIFULLAH-LORAIAIWAIGUM RUD SECTION
OF N-70 (124 KM) INCLUDINGLORAI.AI BYFASS
2211
FER SIEPS SEE DEJAIL ",^^
NOTES:' ttLL ottt'[Jts|s,\5
]4r r:lyrtrt tJt(EtL1N,
. IqfltoE ttr^9 rtnL6
' ca utflto'&t l Jrr. (o 6E
4Mn
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CIATES
FLANNERSANO CONSULT]NG
ENCNEERS
?45.?-y,BLoCr(6,(of sha€ FsrsaDp.E.c.Hs.,
KcRAcHt-75400 (P^KsrAN)
rEL:4sles8{ FAX1e22D45+s207
QIL4 SAIFULIAII.LORAIAI.WAIGUM RUD SECTION
OF N-70 (12,1KM)INCLUoING LOflAt-Al BYPASS
TYPICALDETA'L OF RCC SLAB
CULVERT
FORDMINAGE
STRUCTURES
TYPICAL CROSSSECTION
TYPICAL CROSS SECTION
CASE.IV
TYPICALCROSSSECTION
TYPICAL CROSS SECTION
!!r!-:
A= LENGHTOF EXISTINCCULVERT
B = LENGHTOFEXISTINCCULVERT
B'= LEFT A R|GHTSIDEEXTENSIONLENGTH
TYPICAL CROSSSECTION
casE. l
TYPICAL CROSS SECTION
C - RIGI]ISIDE EXTENSIONLENCTH
O - LEFIS DE EXTENSIONLENGIH
E =-roIAL LENGTHLEFI slOE
F - IOI'I LENCHTRIGHTS]OE
FORJOINIING SEE DETAILON
DRG NO SI,0S-05 eSr,SO45
A.A.ASSOCIATES
PI,ANNERSAND CONSULTINCENGINEERS
245-2-Y,BL0C|(-6,(O' Slord FoisoDP,EC.H.S,.
KAR CHT-75/+00 (PAXTSLTN)
TEL:453-98a,rFA\:(9221)a54-5287
IMPROVEMENI
OF
AND WIDENING
RUD SECIION
QILASA]FULLAII-IORALA_WAGUM
OF N-70 (124 KM) INCLUDING
LOMLA BYPASS
TYPICALCROSS SECTION
OF EXTENSIONLENGTH
FORCULVERI
LISTOF BRIDGES
PACKAGE
LIST
S. NO.
DISCRIPTION/LOCATION
-T
OF BRIDGES
NO.OF SPANS LENGTHOF BRTDGE
(M)
REMARKS
PROPOSED
BRIDGES
1
P . B R I D G EN O .0 1 A T R D . 4 + 1 7 5
2 SPANS
40.000
NEWBRIDGE
z
P. BRIDGENO.02 AT RD.6+435
3 SPANS
60.350
NEWBRIDGE
P . B R I D G EN O .0 3 A T R D . 4 1 + O 4 5 . O O
3 SPANS
60.350
NEW BRIDGE
EXISTING BRIDGESREHABILITATION
.i
,t
1
E . B R I D G EN O .0 2 A T R D .8 + 6 1 8
1 SPAN
13.820
BRIDGERETAINED
z
E. BRIDGE
NO.03 AT RD.25+086.55
3 SPANS
21.O00
SUPERSTRUCTURE
REPLACED.
ANDFRLRAISED
E. BRIDGE
NO.04AT RD.29+421.200
4 SPANS
35.388
SUPER
STRUCTURE
REPLACED
E. BRIDGENO.05 AT RD. 41+786.70
6 SPANS
50.524
SUPERSTRUCTURE
REPLACED
E. BRIDGENO.07 AT RD. 47+852.00
5 SPANS
38.846
SUPERSTRUCTURE
REPLACED,
ANDFRLRAISED
B
o3
4
n!
L
AE
3q
A.A.ASSO
6t
CIATES
215.2-Y,3LOCK-5,(Ofi
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P.E.cHs..
(PAKtsraN)
KARACHr,7540o
r€L:4$.sa3.4FArls2?r1154.5237
IMPROVEMENT
ANDWIDENINGOF
QIIA SIIFULLAH.LORAIN-WA]GUMRUOSECTION
oF N-70 (r24 KM) |NCLUO|NGLOR tAl syprqss
LISTOF BRIDGES
I
PROPOSEDBRIDGES
;
F
6
?
3
a
6
!
,a
:
I
e
L
6E
z>
I
I
PR.OPOSED
ETR.IDGES
ACKAGE-T
LTST OF DR"AWTNIGS
LD-OO1
LISTOF DMWNGS
GN-001. GENERALNOTES
P.BRIDGE-0lAT RD.4+I75.OOO
DRG.NO.
TITLE
P.BRIDGE-O3
AT RD.41+045.000
DRG.NO.
TITLESHEET
P8-01-101 GENERAL
ARRANGEMENT
OF P.BRIDGE
# O1AT RD,4+175-OOO
P B - 0 1 - 1 0 2 GENERAL
ARRANGEMENT
OF LEFTABUTMENT
PB-o'l-103 GENERALARRANGEI\i4ENT
OF ABUTI/IENTS
PB-0'1-104 GENERAL
ARRANGEMENT
OF RIGHTABUTI\4ENT
PB-0't-'105GENERAL
ARRANGEMENT
OF P|ERTMNSOM
P B - 0 1 - 1 0 6 GENERAL
ARRANGEMENT
OF P,CGIRDER
PB-01-107
PB-01-201
GENERAL
ARRANGEIVIENT
OF DECKSLAB
REINFORCEMENT
DETAILOF LEFTABUTMENT(SHEET
1 OF 2I
PB-01-202 REINFORCEMENT
DETAILOF LEFTABUTMENT(SHEET
2 OF 2)
PB-01-203 REINFORCEI\4ENT
DETAILOF RIGHTABUTMENT
PB-01-204 REINFORCEMENT
DETAILOF PtERTMNSOM
E
TITLE
TITLESHEET
PB-03-101 GENERALARRANGEIVIENT
OF P.BRIDGE
# 03 AT RD.41+o45.OOo
PB-03-102 GENERALARRANGEMENT
OF ABUTMENTS
PB-03-103 GENERALARRANGEMENT
OF PIERTMNSOM
PB-03-104 GENERALARRANGEMENT
OF P.CGIRDER
GENERALARRANGEMENT
OF DECKSLAB
PB-03-106 GENERALARRANGEMENT
OF DIAPHMGMS
PB-03-201 REINFORCEMENT
DETAILOFABUTMENTS
PB-03-105
PB-O3-2A2
REINFORCEMENT
DETAILOF PIERTRANSOM
PB-03-203 REINFORCEMENT
DETAILSOF P.CGIRDER
PB-O3-204
PB-03-205
REINFORCEMENT
DETAILSOF DECKSLAB
REINFORCEMENT
DETAILSOF DIAPHRAGI\4S
PB-01-205 REINFORCEMENT
DETAILSOF P.CGIRDER
PB-01-206 REINFORCEMENT
DETAILSOF DECKSLAB
PB-01-207
F
REINFORCEMENT
DETAILSOF DIAPHMGMS
P.BRIDGE-02
AT RD.6+435.000
DRG.NO,
TITLE
TITLESHEET
E
PB-02-101 GENERAL
ARRANGEMENT
OF P.BRIDGE
# 02 AT RD,6+435.000
GENERAL
ARRANGEMENT
OF ABUTMENTS
PB-02-103 GENERAL
ARRANGEMENT
OF PIERTRANSOIV
4
PB-02-102
.!
z
PB-02-104 GENERAL
ARRANGEMENT
OF P.CGIRDER
PB-02-105 GENERAL
ARRANGEMENT
OF DECKSLAB
GENERAL
ARRANGEMENT
OF DIAPHRAGMS
REINFORCEMENT
DETAILOF ABUTI\4ENTS
REINFORCEMENT
DETAILOF PIERTRANSOM
PB-02-106
P8-02-201
PB-02-202
P8-02-203
REINFORCEMENT
DETAILSOF P.CGIRDER
PB-O2,204 REINFORCEMENT
DETAILSOF DECKSLAB
PB-02-205 REINFORCEMENT
DETAILSOF OIAPHRAGMS
-,\
[nginer'tt:./.'.''
'
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t.E
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: :.:": /'/
3e
A.A.ASS
O CIATES
IMPROVEMENTAND
WIOENINGOF
QiIA SAIFUUJ\H-LORAIAI-WA]GUMRUOSECIION
OF N-70 1124KM) INCLUDING!OR,dJ.AIBYPASS
GENERALNOTES
I
]JJE BRIDCESHAVEBEENDESICNED
FOR CL,ASS
M ANOCLASSA LOADING
SPECIFIED
IN GOVERNMEN-I
OF WESTPAKISTAN,
HIGHWAY
OEPARTMENT
COOEOF PRACTICE
FOR
H|GHWAY
BRIDGES.
1967.
20.
INTERMEDIA'TE
GROUTVENTSSHALLBE PROVIDED
AT APPROPRIATE
SUBJECT
LOCATIONS
TO IHE ATDPROVAL
OF THE ENGINEER,
DIMENSIONS
ON DRAWINGS
ARI IN MILLIMFTER
EXCEPTOIHERW]SE
NOTEDd f flC MEANS
25.
ALL S]RUCTURAL
CONCRETE
SHALLCONFORM
TO MSHTOT_22, ASSHTOT-23 AND
ASSHTO
T_24 AS SPECIFIED.M{NIMUMCOMPRESSIVE
STRENGTHS
AS MEASUREO
ON
CYLINDERS
AT 28 DAYSSHALLBE AS FOLLOWS.
-
CLASSAl (21O ks./sq. cm.) FoR BARRIERS,
APPRoACH
SLABAND ALL oTHER
REINFORCED
CONCRE]E
MEMBERS
EXCEPTNOTEDBELOW.
-
CLASS42 1245 kg./ss. cm.) FOR FOUNoATloNs,
PILECAPS
& ABUIMENTS.
cLAsS AJ (280 ks./sq. cm.) FOR PILES,PIER SMFIS, OECKSL B, DtApHRAGMs
& RETNFORCED
coNcRErE C|R0ER.
CLASSD2 (425 ks./ss. cm.) FoR PRECAST
PRESTRESSED
coNcERTEctRoERS.
27.
I1.
PRESTRESSING
TENDONCOMPRISE
0.5 |NCIJESDIAMETER
7 WIRESSTR,ANDS
IN NUMBERS
STATED
IN THE RESPECI]VE
DRAWINGS,
12.
BRIDGEEEARINGS
SHALLBE PLACEDIN HORIZONTAL
POSIIONS.INCLINED
OR TAPEREO
EEARINGS
SIIALLNOT BE ALLOWEO.
REINFORCING
SIEEL SHALLBE ACCURATELY
LOCATEO
IN THE FORMWORKAND HELD
NRMLYIN PLACEBEFORE
ANO OURINGPLACINGOF CONCRETE
EY MEANSOF 16 GAUCE
BLACKANNEALED
W|REANOAOEOUATELY
DESICNED
SPACERS-
SRIDGEEXPANSION
JOINTSHALLBE fiPE N_65 MANUFACTURED
BY FRF/SSINEIOR
EQUIVALENT
AS APPROVED
BY THE ENCINEER.
ta.
19.
16
OIAMEIER
IN MILLIMETER
2+
34.
THE LOCATION
OF THE TESTPILES|IALL BE AS SHOWNON ]HE DRAWINGS.
J5.
BEFORECOMMENCEMENT
OF CONSTRUCTION
OF PERMEMNTPILES.TESTPJLES
SHALLBE CONSTRUCTED,
TESTED
ANOTHE LOAOTESTRESULTSHALLBE SUBMMED
TO THE ENGINEER,
WI-IOSHALLAPPROVE
OR AMMENDTI]E PILE TIP LEVEL.
36.
THE PILESSHALLBE BORED-CASI-IN_PLACE.
THE WORKING
LOADANO DIAMfiEROF
THE PILE ARE STATEDON THE GENERAL
ARRANGEMENT
DRAWING.
3/.
THE PILINGWORKSHALLBE EXECUTEO
USINCAPPROPRIATE
PILINCEOUIPMENT
AND
MFTHODOLOGY
TO BE IPPROVEDIN WRITJNG
BY THE ENGINEER.
NUMBERS
REOUIRED
A.A.ASSOCIATES
PLANNERS
ANO CONSIJLTING
ENO]NEERS
24s-2-Y,BrocK-6,{Olr sho.co Foisdt)AE.C.'l.s_,
MRACH|-754oO {P,Aj{STA,^i)
TElj453-saa4 FN4 19221)454 - 5237
BOTH FACES
EL.
ELEVATION
NEWTONPER SQI.JARE}JILLIMEER.
T
foP
c.L.
CENTRELINE
B
BOTTOM
ALIERMTELY
E.J,
EXPANSION
JOINT
c.J.
CONSTRUCTJON
JOJMT
N.F.
NEAR FACE
F.F.
FAR FACE
A
S/M ETRICAL
THE PJLETIP LEVELSARE TEN]ATIVE
AND TO BE CONflRMEOBY THE ENGINEER
UPONCOMPLEIION
OF
SUBSOILINVES'TIGATION
AND REPORT
BY THE CEOTEChNICAL
ENCINEER
OF THE CONTRACTOR.
INIT]AL
JACKINGFORCEAT PRESTRESSINC
: 16]6 XN
END SHALLBE FOR 11,/0.5" DIA. STRANDS
TENDONS
SHALLBE STRESSEO
AFTERTHE CONCRETE
HASATTAINED
A COMPRESSIVS
STRENGTH
OF 3E0 Kg/sq.cm. ]N PRECAST
CONCRETE
GIRDERS.
TH€ EXTENSTONS
SHOWNjN DRAW|NGS
ARE
THE ]OTAL EXTENSION
TO 8E ACHIEVEO
BEFORELOCKING
INO ARE.CALCULATED
ON THE
EASISOF 200000 N/sq.mm PS MODULUSOF ELAS-ItCn"y
OF STEELT
FOR OTHERVALUESOF
MODULUS
OF EI-ASATICITY,
EXTENSIONS
SHOULDBE CALCULATED
ON PRO-MTA BASIS.
TENDONS
SHOULDNOT BE LOCKEDIF lHE ACTUALEXIENSIONS
VARYMORETHAN ]OZ
FROMTHEVALUESSHOWNOR AALCULA]ED
'S TIIE CASE AY BE AND THE MATTER
REPORTED
TO ENG]NEER
I1/HOSI]ALLGIVEFURAER INSTRUCTIONS.
MULT|STMND
PRES'TRESSING
SYSTEMHAS EEENUSEDIN THE DESICN,FIX]URESAND DIiAILS
SHALLCONFORM
TO ONE OF THE FOLLOWTNG
SYSTEMS:FRI/SSINFi
OVM
STRONGHOLD
!51
B.F.
N/mm3 {MPo )
THE DES]GNAND THE ENE]NEERING
OF ThE FORMWORK
AND FALSEWORK
r'S WELLAS I]S
CONSTRUCTION
SMLL BE RESPONSIBILITY
OF ]HE CONTRTACTOR,
DESIGNOF FORMWORK
AND FALSEWORK
SHALLCOMPLY
WITHTHE SEPCIFICATIONS
AND IN GENERAL
TO
CONFORM
ACI 318_95 AND ACJSP_4,
31.
NOT fO SCALE
(oN) CENTRES
THE PRECr'STG]RDERS
SHALLBE PLACEOIN SPANSBY APPROVED
MEANSTO ENSURE
THEIR
PLACEMENT
WTHOUTDAMAGE
AND ACCIDENT,
GIRDERS
SHALLBE PLACEDAT CORRECT
POS|TJONS
AS SHOWNON THE OMWINGSAND TEMPORARILY
ARACEDLATERALLY
UNTIL
DIAPHRACMS
AND OECKSLAASARE CAST.
ALL REINEORCED
CONCRETE
AND PRESTRESSED
SHALLBE Fr'JR_FACED
TO BE CASTIN STE€LFORMWORK
AND
PLATESOF NOT LESSIHAN 3 mm THICKHNISS.
TIIVSER
AND STEEL-CLD TIMBERFORMWORK
S|]ALLNOT BE ALLOWED.
TI]E CON]MCTORSHALLPREPARE
ALL BAR BENDINCSCHEDULES
FIC. AND SUEMIITHEM
FORAPPROVAL
OF THE ENGINEER
PRIORTO CUTTING,
BEND]NG
AND PLACEMEM,
126
BAR MARKS
17.
N.T.S.
ALL EXPoSEDCoRNERSoF CoNCRETE
To BE CHAMFERED
25 mm x 25 mm EXcEpT
OTHERWSE
SHOWN.
ALL 8AR DIAMETERS
ARE IN MJLLIMETERS.
BARSARE DESIGNAIED
BY A CODE
CONSISTINC
OF THREENUMEERS
SEPARATED
BY TWOHYPHENS,
THE FIRSTNUMEERIS
THE 8AR IDENTIFICATION
MARK,THE MIDDLENUMBERIS ITS DIAMEIER
IN MILLIMETERS
AND THiRONUMBER 'S THE NUMBEROF BARSREOUIRED,
FOR EXAMPLE
EACIJ
THE ORDEROF STRESSING
SHALLBE AS STATEDIN THE DRAWNGS.
EL.ASTOMERIC
BLqR|NGPADSSHALLCONFORM
TO SECTION
25. DIV]SION
2 OF AASHTO
STANDARD
SPECIFICATIONS
FORHIGHWAY
BRIDGES1992 AS AMENDEDIN ]994. RJLLY
ENCLOSED
IN RUBBER
UNLESSOTHERWSE
SHOWNON THE DRAWINGS,
LAPSIN THE REINFORCING
BARS
SHALLBE STAGGERED.
MINIMUM
LENGTHOF LAP SHALLBE AS PER CRSIREOUJREMENIS,
EA
DRAVJINC
CONCRflEIN OECKSLAB SHALLEE PLACEDIN FULLWIOTH.NO LONGITUDINAL
CONSTRUCIION
JOINTSHALL
BE PERMITTED,
REINFORCING
S]EEL INO]CATED
ON DRAW]NCS
r'€ d SHALLBE IS PERASSHTOM31 GRADE60.
PRESTRESSING
STEELSHALLCONFORM
TO I'S]M-416 (GRAOE_270)
WJTHM]NIMUM
ULTIMATE
STRENGTH
OF 1860 N/so-mm-
EACB FACE
RADIUS
THE PRECAST
PRESTESSED
CONCRIIEGIROERS
SIIALL BE CASTON ADEOUATELY
BRACEDSTEEL
BOTTOM
FORMWORK.
CASTING
OF G]ROERON CONCRETE
PADSOR STRIPSSUPPORTED
ON THE GROUND
AS BOTTOM
FORMWORK
SH'.LLNOT BE ALLOWED.
RE]NFORCJNG
STEEL]NDICATED
ON DRAWINGS
AS O SIIALLBE AS PERASSHTOMJl GRADE40.
10.
E,F.
THE CONTMCTOR
SHALLPROPOSE
AT LEASTTWOTHIXOTROPIC
ADDITIVES
TO BE ADDEO
TO GROUTFOR TENOONS
MANUFACTURED
BY KNOWNSONAFIDE
SOURCES.
SAMPLESHALLBE TESTEDIN
lHE LABORATORY
IN ACCOROANCE
WITHAASHTOAND THE RESUL]SSHALLBE SUBMITTED
TO THE ENGINEER,
WHOSHALLDECIOEIF FURTHER'IESTS
ARE NECESSARY
OR MAYAPPROVE
ONE OF
THE MANUFACTURE
BRAND.NO O]HERADDITIVE
SHALLBE USED.
THE LOADFACTORS
AND LOADCOMBINATIONS
ARE BASEDON lHE STIPULATION
GIVENIN
IASHTOLRFDBR]OGES
OESIGNSPECIFICATIONS.
7.
(rN ELEVATTON
OR SECTTON)
FINISHED
SURFACE
ELEVATION
REINFORCEMENT
ANCHOMGEPOCKETS
SHALI BE FTLLED
W|THCONCRETE
CL SS At UStNc tomm DOWN
'TENOONS.
ACGREGA]ES
AFTERCROU]ING
ANO TRIMMING
ALL MATERIALS
AND WORKMANSHIP
SHALLCONFORM
]O THE RELEVANT
NHA/ASSHTO
S]ANOARDS
UNLESSOTHERW]SE
STIPULAIEO.
ALL BLIND]NC
CONCRETE
SHALLBE LEANCONCREIE,
T-
IF ANCHORAGE
PULL_INOF STRANDS
EXCEEDS
6 MB. THE TENDONSHALLBE OESTRESSED
BY APPROVED
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CONCRFTE
IN ALL ELEMEN]SOF SUBSTRUC]URE
BELOWGROUNDLINESHAS BEENTAKENTO BE MADE
FROMORDINARY
PORTLAND
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SHOULDTHENJNDICATE
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OF SURFACE
BEqRING
sOiL, THENSULPHATE
RESISTING
CEMENT
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OF ORDINARY
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4.
LEGENDAND SYMBOLS
ALL TENDONS
SHALLBE STRESSED
FROMONE ENDALT€RNATELY
UNLESSOTHERW1SE
SHOWN
ON DRAWNCS
ANO SUBSTITUTJON
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WITHELINDANCHORACE
FOR
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39.
CLEqRCOVERTO REINFORCEMENT
TO BEI
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SLAB (BOTTOMRE|NF.)
40 mm lN DECKSLAB& APPROACH
SLAB (TOP RE|NF.)
(b)
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& POSTS
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G)
(d)
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THE FOUNDA]ION
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AS SHOWNON DRAWNGSFORTHE BRIDGES
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AND WDENINGOF
QILA SAIFULLAH-LORALAI-WACUM
RUD SECT]ON
oF N-70 (124 KM) TNCLUDING
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FoR EXPANSTON
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2FOR S'CTTON A - a AND 9 - 9 REFER OWG, NO,
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5-
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1- IHIS DRAWINGISIO BE REAO IN CONJUNCTIONWITH
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2. FOE GENEP,1! NOTCS REFER DV\IG.NO. I353IGII4O1.
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I. I}JIS DRA!1/INGMUST BE READ IN CONTJNCNO wlIH
owc, No. 1353F8{n102
a
nj
F 3|
S. I
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1. ThIS ORAWING'IUST BE READ IN CONJUNCNON wllf!
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2- IOR @UITITERFORTS CFI, CF2. APPROAC1I SLAB, ABUI EMTPILE
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I
E>ilSTING
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LIST
R.EI{ABILTTATION
OF DR.AWTI{GS
1353-OO
LISTOF DRAWTNGS
1353.GN-OOO1 GENEMLNOTES
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6
E. BRIDGENO.
03ATRD.25+086.550
DRG. NO.
TITLE
E. BzuDGENO. 05 AT RD.41+786.700
DRG.NO.
TITLE
1353-EB-03-10'1
'1353-EB-03-102
1353-EB-05-101
1353-EB-05-102
GENERALARMNGEMENTOF E.BRIDGE
AT RD.4'1+786.700
QILASAIFULLAH
SIDEABUTMENTDETAILS
1353-EB-03-'103
GENERAL
ARRANGEMENT
OF E,BRIDGE
AT RD,25+086.550
ABUTMENTDETAILS
PIERTRANSOMDETAILS
1353-EB-05-103
1353-E8-03-104
1353-EB-03-201
DECKSLAB& GIRDERSDETAIL
ABUTMENT
REINFORCEMENT
DETAILS
1353-EB-05-104
1353-EB-05-201
LORALAISIDEABUTMENT
& PIERTRANSOIVI
DETAILS
DECKSLAB& GIRDERSDETAIL
AND LORALAISIDEABUTMENTREINFORCEI\4ENT
QILASAIFULLAH
r353-E8-03-202
1353-EB-03-203
PIERTRANSOMREINFORCEIVENT
DECKSLABREINFORCEMENT
1353-EB-05-203
1353-EB-03-204
DIAPHRAGMS
REINFORCEMENT
1353-EB-05-204
1353-EB-03-205
CASTIN PLACER,C.C,GIRDERSREINFORCEMENT
DETAILS
1353-EB-05-202
1353-BEB-05-205
1353-EB-05-206
i
4
DECKSLABREINFORCEMENT
DIAPHRAGMS
REINFORCEIVIENT
E. BzuDGENO.04AT RD. 29+421.20O
DRG.NO.
TITLE
E. BRIDGENO. 07AT RD.41+852.O0
DRG.NO.
TITLE
1353-E8-04-10't
1353-EB-07-101
GENERALARRANGEMENT
OF E.BRIDGE
AT RD.47+852.000
1353-EB-07-102
SIDEABUTMENTDETAILS
QILASAIFULLAH
LORALAISIDEABUTMENTDETAILS
1353-EB-04-102
1353-EB-04-103
o
PIERTRANSOMREINFORCEMENT
CASTIN PLACER.C,CGIRDERSG1 & G2 REINFORCEMENT
CASTIN PLACER.C.CGIRDERSG3 & G4 REINFORCEMENT
GENERAL
ARRANGEMENT
OF E,BRIDGE
AT RD,29+421.200
ABUTIVIENT
DETAILS
PIERTRANSOMDETAILS
1353-EB-07-103
1353-EB-04-104
DECKSIAB & G'RDERSDETAIL
1353-EB-04-201
1353-E8-04-202
'1353-EB-04-203
ABUTMENT
REINFORCEMENT
PIERTMNSOM REINFORCEMENT
CASTIN PLACEGIROERSREINFORCEMENT
1353-EB-07-202
1353-EB-O4-204
DECKSLABREINFORCEMENT
1353-EB-07-203
1353-EB-04-205
DIAPHMGMSREINFORCEMENT
1353-ES-07-204
PIERTRANSOMREINFORCEMENT
(SHEET2 OF 2)
1353-EB-07-205
CASTlN pLAcEG|RDERS
RETNFoRCEMENT
(SHEET
1 oF 3)
1353-EB-07-206
.3
1353-EB-07-104
1353-EB-07-105
1353-EB-07-201
PIERTRANSOMDETAILS
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elLA SAIFULT.AH
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1353-EB-07-207
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1353-EB-07-208
DECKSLABREINFORCEMENT
'1353-EB-07-209
DIAPHRAGMS
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LISTOF DMIVINES
1353
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GENERALNOTES
THE BRIOGESHAVEAEENDESIGNEO
FOR CLASSAA AND CLASSA LOADINGSPECIFIEO
(a) 25 mm lN DECKSLAB&APPROACHSLAB(BOTTOMREtNa)
CONCRETEINALL ELEMENTS
OF SUBSIRUCTIJRE
BELOWGROUNDLINES|lAS BEENTAKENTO BE MAOE
FROMOROINARYPORTIANOCEMENT.PENOINGS UBOILINVESIIGATIONS
SHOULO
THENINOICATE
PRESENCE
OF SURFACEBEARINGSOIL,
THENSULPHATERESIST]NG
CEMENTINSTEADOF OROJNARY
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SHALLBE USEO
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LEGEND
AND SYMBOLS
2 1 . CLEARCOVERTO R€INFORCEMENTTO
BEI
IN GOV€RNMENT
OF WESI PAKISTAN,
HIGHV/AYDEPARTMENTCODE
OF PR,ACTICE
FOR
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RELEVAVTNHA/ASSHTOSIAII/DAROS
40mm lN DECKS|AA & APPROACH
SLA8 tTOp REINF.)
(b) 25 mm iN€UARDMILS & POSTS
(IN ELEVANON
OR SECIION)
FINISHEDSURFACEELEVATION
DIAPHRAGMS
{c) 40nm lN GIRDERS,I8ANSOMS,
&WrILS.
(d) 50mm lN PILECAP
(e) 75 mm lN PILES& PIERSHAETS
REINFORCEMEN]
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FACH FACE
UNLESSOTHER!1/IS€
SPECIFIED.
RJVEFVNULLAH
BEDSHALLBE RESTOREO
TOORIGINALBED LEVELBY REMOVALOF OBSTRUCTION9SEDIMENIATION
TOAMINIMUM OISTANCE
OFsOOM.UPSIREAI,iANO sOOM.DOWNSTREAM
DIMENSIONS
ON DMWINGS ARE IN MILLIMETER
EXCEPTOIHERWSE NOISD2,4 ETCMEAIfS 5
2,5mm,4.5nmEIC,
RADIUS
THE FOUNDATION
DETAILSAS SHOWNON DRAWINGSFORTI]E BRIDGESARE TENTATIVE
AND MAY
CHANGESUSJECTTO RESULTSOF DETAILEO
SOIL INVEST]GATIONS.
THE LOADFACTORS
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DWG.
DRAWING
AASIIIO LRFDBRIOGESDESIONSPECIFICATIONS.
ALL BI.INDING
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SHALLSE LEANCONCRETE.
ALL STRUCTUMLCONCRETE
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NOl TO SCALE
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FACES
EL
- CLa€S 41 (210 ks./sq. cm.) FOR SARRIERS,APPROACHSLABAND ALL OTHER
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REINFORCEO
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- CLASS42 (245kg./sq.cm.)FOR FOUNDATTONS.
PtLEc,qpS&ABUTMENTS,
. CLASS43 (280k!./sq, @) FOB PILES,PtERSHAFTS,DECKSLAB,DiAPHMGMS& REINFORCE
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I
NEwroN PER seuARE lillLUMEIER.
TOP
CENTRE
LINE
PG,INFORCING
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40,
REINFORCING
STEELINDICA'TEO
ON OR,AWINGS
AS ? SHALLAE r'"s PERASSHTOM31GRAOE60.
10.
N.T.S.
ALL EXPOSEDCORNERSOF CONCRETE
TO BE CHAMFEREO
25 mm x25 mm EXCEPT
O'HERWJSESHOWN,
1 1 , THE CONTFACTOR
SHALLPREPAREALL BAR BENDINGSCHEOULES
ETc. AND SUBMIITHEM
FORAPPROVAL
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FIRMLYINPLACEBEFOREANODURINGPLACINGOF CONCRETEBYMEANSOF 16GAUGE
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BOTTOM
ALT
ALTERNATELY
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EXPANSION
JOINT
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CONSTRUCTION
JOINI
N,F.
NEARFACE
F.F.
FAR FACE
BLACKANNEALE
O WRE AND AOEOUATELY
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UNLESSOTHERWISE
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SHALLB€ SIAGGERED.MJNIMUM
LENGTHOF LAP SHALLBEAS PER CRSIREQUIRE
MENTS.
6
SYMMEIRICAL
ALL AAR OIAMETERSARE
IN MILLIME-IERS,
BARSARE DESIGNATED
BYACODE
CONSISTINGOF THREE NUMBERS SEPARATEOBY 'WO NYPIIENS, THE FIRSI NUMBERJS
THE 8AR IOENTIFICATION
MARK,IHE MIDDLENUMEERIS |'rS DIAMETERINII''LLIMETERS
ANOTHIRONUMBER IS THE NIJMSEROF BARSREqUIRED,FOR EXAMPLE
126
SARMARKS
i6
OIAMETERINMILLIMETER
NUMBERSREQUIRED
ALL REINFORCEDCONCRETE
AND FRES'RESSEOSHALLAE FAIR-FACEO
TO BE CASTIN SIEEL FORMWORK
AND
PLATESOF NOTLESSTHAN3 hm THTCKHNESSTIM8ERANOSTEEL-CLAD
TTMBERFORMWORK
SHALLNOT BE AILOWED.
CONCRETE
IN DECKSLABSMLL BE FLACEDIN FIJLLWIDTH,NO LONGITUDIMLCONSTRUCITONJOINI
SHALL
BE PERMITTED.
1 1 . THE DESIGNANOTIJEENGINEERING
OF THE FORMWORKAND
FALSEWORK
AS WELLAS ITS
CONSTRUCTION
SHALLBE RESPONSIBILIryOF THECONTRTACTOR,
OESIGNOF FORMWORK
AND FALSEWORK
SHALLCOIIPLYWIIH THE SEPCIFICATIONSAND
IN GENEF{AL
CONFORMTO
ACt 318,95ANDACt SP4.
ELASTOMERIC
BEARINGPAOSSHALLCONFORM'O SECTION25, DIV]SION2 OFAASHTO
SIANDARD SPEAFIo TIONS FOR HIGNWAYgRIOGES J992 AS AMENOED]N J994. FUILY
6
ENCLOSEDIN RUBAER
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SHALLBE PLACEDINHORIZONIALPOSITIONS.
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SHALLNOT BEALLOWED.
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GINERALNOTES
1353
GN-0001
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QITA SAIruLLAH_LOMTAI_WAICUM
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OF N_70 (124 XM) INCLUDINC
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DATE
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1- ALL BOX IN DIMENSLON
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SUBMIITED
NO. 1353/6N-DOO1,
2_ FOR GENIML NOIESREFERDYYG,
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3- FOR REINFORCEMENT
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