TENDER DRAWINGS - National Highway...
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GOVERNMENT OF PAKISTAN MINISTRY OF COMMUNICATIONS NATIONAL HIGHWAY AUTHORITY ISLAMABAD ADB ASSISTED FLOOD EMERGENCY RECONSTRUCTTON PROJECT (FERP) SOUTH PACKAGE LOAN NO.2742 Pak. REHABILITATION / RECONSTRUCTION OF HALA - MORO SECTION, N-5(SOUTH BOUND) coNTRAcT PACKAGE ICB-So4(C) MISHAKH - ALIABAD (Km. ,t$.3llrilr? Tlli 2e6+700) LENGTH = 26.70 Km. i tBi[Ho'r nr$rrwArr JULY2012 ffi ffim toMl /f, AssocrATED coNsuLTANcy cENTRE (pvr.) LTD. inassociation with ry ISLAMABAD. ASSOCIATED CONSULTING ENGIN EERS. ACE(PVT.) LTD. (Transportation Engineering Services Division) osMANr& GOMPANY (pVT.) LTD.KARACHI TENDER DRAWINGS
Transcript of TENDER DRAWINGS - National Highway...
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY
ISLAMABAD
ADB ASSISTEDFLOOD EMERGENCY RECONSTRUCTTON PROJECT (FERP)
SOUTH PACKAGELOAN NO. 2742 Pak.
REHABILITATION / RECONSTRUCTION OFHALA - MORO SECTION, N-5 (SOUTH BOUND)
coNTRAcT PACKAGE ICB-So4(C)MISHAKH - ALIABAD (Km. ,t$.3llrilr?
Tlli 2e6+700) LENGTH = 26.70 Km.
itBi[Ho'r nr$rrwArr
JULY 2012
ffiffimt o M l
/f, AssocrATED coNsuLTANcy cENTRE (pvr.) LTD.in association with
ry ISLAMABAD.
ASSOCIATED CONSULTING ENGIN EERS.ACE (PVT.) LTD.(Transportation Engineering Services Division)
osMANr & GOMPANY (pVT.) LTD. KARACHI
TENDER DRAWINGS
NATTONAL HTGHWAY N-5 (SOUTH BOUND)(MTSHAKH - ALTABAD SECTTON)
LIST OF DRAWINGS
PLAN ANO PROFILE 51A.27?+BOO TO STA. 273+150
PLAN AND PROFILE STA. 273+150 TO STA, 273+5OO
PLAN ANO PROFILE STA. 2734500 TO STA. 273+850
PLAN AND PROFILE STA. 273+850 TO STA. 274+2OO
PLAN AND PROFILE STA. 274+2OO TO STA, 274+550TYPICAL CROSS SECTIONS AND ryPICAL DETAILS
PLAN ANO PROFILE STA 274+550 TO STA, 274+9OOSTANDARD DRAWNGS $YMBOLS AND ABBREVIATIONS
PLANAND PROFILE STA, 274+9OO TO STA. 275+250G€NEBAL NOTES AND GEOIUIETRIC DESIGN CRITERIA
PLANAND PROFILE STA, 275+250 TO STA. 275+600AcE.H[4(c) 'To-RD - 003a T
PLAN ANO PROFILE STA.275.600 TO STA. ?751950ACE-HM(C)-TD-RD - 004 ToAcE-HM(C)-TD-RD - 0o4a
TYPICAL IVIINOR ROAD JUNCTIONS DETAILS ANO LOCATIONSryPICAL BUS BEY AND U.TURN DETAILS AND LOCATIOIIS
ACE-Hrr{C)-PP-RD-176PLAN ANO PROFILE STA. 275+950 TO STA. 276+300ryPICAL DETAIL FOR SUPER ELEVATION
ACE-HM(C).PP-RD-177PLAN AND PROFILE STA.276+300 TO STA,276+450SUFER ELEVATION SCHEDULE
PAVEMENT MARKING, CAT EYE, CHEVRON, RUIVBLE STRIP ANDROAD STUO DETAILS PLAN ANO PROFILE STA. 276+450 TO SIA. 276+800
PLAN AND PROFILE SrA.276'800 TO STA.277+150 ACE-HM{C)-PP.RD"179TYPICAL ROAD SIGNS DETAILSAcE-HM(c).TD-RD - 007aACE-Hi|{C)-TD-RO - 0079
ACE-Htlt(C)-PP-RD-180PLAN AND PROFILE 5TA.277} '150 TO STA.277+5OODETAILS OF ROAD SIGN POST AND FOUNDA'flON
TYPICAL KILOIVETER POST OETAILS PLAN AND PROFILE STA. 277+5OO TO STA, 277+850
PLANAND PROFILE STA. 277+850 -O
STA. 278+I5OTYPICAL STEEL GUARD RAIL DETAILSLOCATION FOR STEEL GUARD RAIL AND NEW JERSEY BARRIER
PLAN ANO PROFILE STA,278+150 TO STA 278+5OOTYPICAL DETAIL FOR EMBANKMENT PROTECTION WORKS
PLAN AND PROFILE STA, 278+5OO TO STA. 278+850ACE-HM(C)-TD-RD - 012 ToACE-HM{C)-TD-RD - 012aryPICAL OETAIL FOR GANTRY SIGN
PLAN AND PROFILE STA.279+2OO TO STA.279T55O
LIST OF SURVEY CONTROL POINTS PLAN AND PROFILE STA,279+550 TO STA.279+9OO
PLAN AND PROFILE STA. ?79+9OO TO STA. 280+250
PLAN AND PROFILE STA.280+250 TO STA.280+5OO
ACE-H|V(C)-TD-RD " 018 PLANAND PROFILE STA. 280+600 TO STA. 280+950
PLAN AND PROFILE DRAWING PLANANO PROFILE STA. 280+950 TO STA, 281+3OO
PLAN AND PROFILE STA.27O+OOO TO STA.270+350 PLAN AND PROFILE STA. 28 I+3OO TO SIA, 281+650
PLAN AND PROFILE STA.281+650 TO STA.282+OOOPLAN AND PROFILE STA. 270+350 TO STA. ?70+7OO
PLANANOPROFILE STA 270+700 TO STA.27' l?250 PLAN AND PROFILE STA.282+OOO TO STA.282+350
PLAN AND PROFILE STA.271+O5O TO STA.271+4OO ACE-Htll(C)-PP-RD-1 62 PLAN AND PROFJLE 5IA. 28?+350 TO STA. 282+7OO
PLANAND PRO|TLE SIA. 28r+700 TO STA. 2A3+050PLAN ANO PROFILE STA. 271+4OO TO STA. ?71+750 AcE"Hlv l (c) .PP-Ro-163
PIANANO PROFILE STA, 283+Q5O TO STA ?83+40( ) acE-Htui(c)-PP-RD-197FLAN AND PROFILE .STA 27 i+750 TO STA. 272+1( ]0
ACE-Hi l r (C) ,PP-RD-198PLANANO PF,OFILE STA 272+11 lU 1A SrA, . ?72+45 'J ACE H n l i c I PP RD- In5 PL '1 .N ANl l ?ROFILE STA. ?e?+400 fO STA. 2 i l3+7511
PLAN AND PROFILE STA. 272+450 TO STA. 272+EOA ACE-HNt{C) -PP-R0.166 PLAN ANo PROFILE S-A ?83ts750 _O STA. 28 .1+ 00
1t2
NA-ilONAL HTGFTWAY N-5 (SOUTH BOUND)(MTSHAKH - ALTABAD SECTTON)
LIST OF DRAWINGS
DRAWING No.
PLAN ANO PROFILE STA. 295+650 TO STA, 296+000PLAN AND PROFILE STA. 284+1OO TO STA.284+450
PLAN AND PROFILE ST,d 284+450 TO STA.284+8OO PLAN AND PROFILE STA.296+000 TO STA,296+350
PLAN ANO PROFILE STA,296+350 TO STA.29O+7OOPLAN AND PROFILE STA,284+8OO TO STA.285*150
PLAN AND PROFILE STA, 285+150 TO STA.285+5OO STRUCTURALDRAWING
PLAN AND PROFILE STA,285+5OO TO STA.285+850 GENEML NOTES FOR CULVERTS
PLANANO PROFILE STA. 285+850 .TO STA. 286+200 CULVERT GENERAL LAYOUT
PLAN AND PROFILE STA" 286+200 TO STA. 286+550
TYPICAL CULVERT DETAIL FORSINGLE CELLPLAN AND PROFILE STA. 286+550 TO STA, 286+900
ryPICAL CULVERT OETAIL FOR DOUBLE CEL.PLAN AND PROFILE STA. 286}900 TO STA. 287+250
ryPICAL CULVERT DETAIL FOR THREE CELL
fiPICAL END CULVERTS DETAILSPLAN AND PROFILE STA.287+600 TO STA.287+950
PLAN AND PROFILE STA.268+950 TO STA,288+3OO
SLAB CULVERT EXTENSION DETAIL {SINGLE CARRIAGEWAY SECTION)PLAN AND PROFILE STA.288+3OO TO STA.288+650
ABUTMENT & SLAB REINFORCEIVENT DETAILSPLAN AND PROFILE STA,288+650 TO STA.289+OOO
TYPICAL DETAIL FOR EXTENSION OF EXISTING PIPE CULVERTSPLAN AND PROFILE 5TA. 289+OOO TO STA. 289+350
PLANAND PROFILE STA, 289+350 TO STA, 289+7OO
PLANANO PROFILE STA. 289+7OO TO STA, 290+O5O
PLAN AND PROFILE STA. 290+O5O TO SAA. 290+4OO
PLANAND PROFILE STA. 290+4OO TO STA. 290+750
PLAN AND PROFILE SIA.290+750 TO STA.291T1OO
PLAN ANO PROFTLE STA. 291+100 TO STA.291+450
PLAN AND PROFILE STA.29'1 '450 TO STA.291+8OO
PLAN AND PROFILE STA.291+8OO TO STA.292+150
PLAN AND PROFILE 5TA,292+150 TO STA.292+5OO
PLAN AND PROFILE STA 292{5OO TO STA.292T850
PLANAND PROFILE STA. 292+850 TO STA. 293+?OO
PLANANDPROF]LE STA. ?93+2OO TO STA 293+550
PLAN ANO PROFILE S-IA. 293+5OO TO STA. 293+950
PLAN AND PROFILE STA.293+950 TO STA,294+250
PLAN ANO PROFILE STA,294+250 TO STA.294+600
PLAN AND-PROF|LE STA. 294+600 TO. STA. 2941950
PLANANDPROFLLE SfA.295+3OO TO STA, ?95+650
PROJECT ROAD
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GOVERNfoIENT OF PAKISTANfu]I ISTRY OF CONIfuIUiIICAT]ONSNATIONAL HIGHIYAY AUTHORITY
ISLAi}']A3}\D
co!sul-ANT a-solrAr f o cc. 'rsur ' r r !r- t NGu.r, I R5-,:-: _.: .? r\CE (pvl. l LTD.i . ' . ' i t . ; ' r s - . ,' i - t , ' "-+;at
..l:'=n:i aa;,t assocraiED coNs uLTAucy cENTRE (pvr.)LrD.,=!:-:i TSLAMABAD.
::il-i:::i : . osr,rANrs. co.rPrfrY (PvT.r LrD. KARA.jNI
PROJECT:
ADB ASS]STEi]FLOOD El\, iaRGENCY RECC).iSIRUC r iOni
PROJFCT, NATIONAL HIGHWAYSSOUTH PACKAGF-B
LOAN NO. 2742 ?ak.
i t : JOa NO. .18078 -T-RADRAr ' . i , r ' , r f ' ' 1 i . , i , r , i '
FR,JJ ECT LC[;\"IiOi.J iJL.i\t.J
Km.270+000 TO Km.296+70u
( IV I ]SHAKH - ALIABAD SOUTH BOUND)
D E S I G N S C A L E N T S
CHECKEO DAiE \rlAY. 2012
ACE-Hivr(C)-TD-LP-001
SYMBOLSABBREVIATlONS
i\4ANHOLE E'n E.G.LN,S.L
NO.
N.T,S
PC
P . C .
PGL
R
R.C
REINF.
REV.
RHS.
R.O.W.
RT.
RWC
S
S E
S.B.P
s.c.scSHLDsq.ms.T.SISTA./STASTRUCTSUPEREL,S'WALKTTST,S,TTAN.TH
U/S
EXISTJNG GROUND LEVELNATURAL SURFACE LEVEL
NORIHING. NORTH
NUI\4BER
NOT TO SCALEOFFSET OF TANGENT LINE TO PC OF SHIFTED CIRCLE CURVE
POINT OF HORIZONTAL CURVATURE (START OF HORIZONTAL CURVE)
RE]NFORCED CONCRETE PIPE CULVERT
PROFJLE GRADE LINE
PLASTICITY INDEX
POINT OF HORIZONTAL INTERSECTION
POINT OF ROTATION
POINT OF HORIZONTAL TANGENCY (ENO OF HORIZONTAL CURVE)
DESIGN CENIER LJNE
LAND ACQUISIT]ON
BUSHES
.ffiNULLAH
CULVERT/ BRIDGE
PIPE CULVERT
T&T BOX
HAND PUI,1P
CANAL/DRAIN
L]NED WATER COURSE
UNLINED WATER COURSE
GRID LINE
AL]G.
B
BC
B.t\,1
BOP
C
C.B.R
ctc
C/1, Ocl\,4/cmCONC.CONST/JTcsCUL
Cu.m
CURVE LEN
DC
Dc
DEG
DIA.
D !1.
D/S
DRG.
E
AREA
ALIGN]VENT
BREADTH
BOX CULVERT
EENCH I/]ARK
AEGINN]NG OF PROJECT
CHORD LENGTH
CALIFORNIA BEARING RATIO
CENTER TO CENTER
CENTER LINE
CENTII\IETER
CONCRETE
CONSTRUCTION JOINT
CURVE TO SPIRAL
CULVERT
CUBIC I!4ETER
VERTICAL CURVE LENGTH
DEPTH OF CUT
DEGREE OF CURVE (BYARC)
DEGREE OF CURVE (BY CHORD)
DEGREE
DIAMETER
D]MENSION
DOWNSTREAIJ
t----1-
r\4050uE
PERI\iIANENT HOUSE / TEI\IPORARY
GRAVES / GRAVE YARD
TELEPHONE POLE
ELECTRIC & T&T LINE
DIR'TRACK
METALLED ROAD
ELECTRIC POLE
HJGH TENSION LiNE PYLON
GRID NORTH
TRAVERSE /BI\,1 POINTS
POINT OF INTERSECTION
t... 1t t t
m=:a:l4:
(TP)
RADIUS OF HORIZONTAL CURVE
REINFORCED CONCRETE
REINFORCEMENT
REVISION
RIGHT HAND SIDE
RIGHT OF WAY
RIGHT
RETAINING WALL
RELOCATED WAIER COURSE
SLOPE GRADIENT (PERCENT), SOUTH
SUPERELFVATION
SHOULDER AREAK POINl
SLAB CULVERT
SPIRALTO CURVE, SLAB CULVERT
SHOULDER
SQUARE I\IETER
SHORTTANGENI
SPIRALTO TANGEN I
STATION (CHAINAGE)
STRUCTURE
SUPERELEVATION
SIDE WALK
C]RCULAR CURVE PARAIV1ETERS
SHRINE
_ - - o J B A C r ( * - - DRAWING
EASTJNG , EAST, EXIERNAL DISTANCE (SHIFT)
ELEV./EL ELEVAiJON
EOP END OF PROJECT
EXP/JT EXPANSION JOINT
G.I GALVANIZED IRON
H HEJGHT
H.T/L.T HIGH IENSION/LOW TENSION
HF HEIGHT OF FILL
HFL HIGH FLOOD LEVEL
HWY. HIGHWAY
HOR. HORIZONTAL
lc CIRCULAR DEFLECTION ANGLE
I-L INVERT LEVEL
K SUIOOTHNESS FACTOR (IN CASE OF VERTICAL CURVE)
Kg. KILoGRA[4
KI4/Km KILOI\,1ETER
SPOT LEVEL (TYP.)\
,oo oo
ROAD SIGN NUMBER
(9lLElllla\
A 8 1 1 5
tROAD SIGN ( IN PLAN)
EXISTING GROUND LEVEL (PROF]LE)
FINISHED GRADE L]NE
C/I/VAYS IN PROFILE
TANGEN I LENGTH OF HORIZONTAL CURVE
TANGENTTO SPIRAL
TRIPPLE SURFACE TREATIr'IENT
TANGENT
THICKNESS
TRANSITION
TYPICAL
UPSTREAM
VERTICAL
SUI GAS & WATER PIPE L]NE
TUBE r,i/ELL
EOUNDARY LINE
GRID COORDINATE
L
LIN.ir4
LHS.
LT.
LT
tllAX.
tul.H
MtN.
LENGTH OF HORIZONTAL CURVE
LINEAR ]\,1ETER
LEFI HAND SIDE
LEFT
LONG TANGENT
METER
fuI IDDLE ORDINATE
MAXIMUful
]\1AN HOLE
fuiJNJfuIUfuI
MILLII\IETER
VER.
VPC
e
VARIABLE
VERIF]ED
VERTICAL PO]NT OF CURVATURE 1START OF VERTICAL CURVE)
VERTICAL POINT OF INTERSECTION OF PROFIL€ GRADE.
VERTICAL POINT OF TANGENCY (END OF VERTICAL CURVE)
WEST, W]D TH OF ROADWAY
WATER COURSE
SGJ SG - SG-SG1 " / V - W - W - W
y\
1rf,..r^
SLAB / BOX CULVERT IN PROFILE
PIPE CULVERT IN PROF]LE
C/T/AYS ]N PLANDISTANCE. PERPENO]CULAR TO THE TANGENT. FROJ\i AEGINNING TOiHE END OFSP FAL
DISTANC€, PERPENDICULAR TO TIJE TANGENi, FROIIIBEGINNING TOTHE ENO OF SP FALmSKEW ANGLE
GOVERN&iENT OF PAKISTANi]] INJSTRY OF COfo]MUNICATIONSNATIONAL HIGHWAY AUTHORITY
ISLAi!]ABAD
ACE (PVT.)LTD.(iJ:.s.ori:ri.i Eoir ie:,itr S.ryi.rs Diri:ion)i,i L irLo.( r.ioD?L rof/: (Ei:i
.!:.:r'r: , l l i : i l assocrarED coNsuLrANcycENrRE(pvi . )L iD.-.=:' lsL{ivlAsAD.
i--' oslr,\Nr e cor,ipArly (p,,,i.jLio KARACHI
PROJECT:
,AD3 ASSISl'ET]FLCCD EM-RGENCY RECOi !STRUCTIOi . :
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LoAN i' lo. 2742 Pak.
t . ' i J O B N O JAO78 .T RBD ' \ . r i , . - ' |
' 4 . . - t - . - : + : ; '
\ . : : - . t1. " ,
sTA i\l 0.r.F o 1d...\f. i\lGsSYMBOLS AND ABBREVIATIONS
Km.270+000 TO Km.296+700(I ,4 ISHAKH - ALIABAD SOUTH BOUND)
D E S I G N / \ : S C A L E r ' t I s
CHECKED N'IAY 2012
ACE-FlM{C)-TD-RO-oolP,:\/ D!3CR tl Ci.!
GENERAL NOTES FOR ROAD CONSTRUCTION GEOMETRIC DESIGN CRITERIA
1. FIELD SURVEY WAS.CARRIED OUT IN THE IVONTH OF IVARCH,2012,
2, CONTROL POINTS HAVE BEEN OBTAINED FROI!{ GPS AT EVERY sKIV AND INTERMEDIATE POINTSWERE ESTABLISHED AT APPROPORIATE INTERVALS WITH REFERNCE TO GPS CONTROL POINTS.
3. ALL DIMENSIONS AND DISTANCES SHOWN ON DRAWINGS ARE IN METERS UNLESS OTHERWISE STATED.
4. THE DESIGN SPEED HAS BEEN KEPT AS 1OO KPH FOR RURAL PLAIN AREAS AND 70 KPH FORBUILTUP PLAIN AREAS.
5. THE CUT SLOPE SHOWN ON TYPICAL X-SECTIONS ARE TENTATIVE AND TO BE DECIDED AT SITE, DEPENDINGUPON THE TYPE OF ROCK AND TYPE OF EXCAVATED I\,IATERIALS ENCOUNTERED DURING CONSTRUCTION ANDAS DIRECTED BY THE ENGINEER.
6. PROPER BENCHING IN CUT AS WELL AS IN HIGH FILL REACHES SHALL BE PROVIED DURING CONSTRUCT'IONAS WELL AS FOR PROPER BONDAGE BETWEEN EXISTING ROAD AND NEW EMBANKMENT CONSTRUCTION.
7, IF DURING CONSTRUCTION ANY WATER OR MOISTURE IS OBSERVED, THE SITE SHALL BE PROPERLYTREATED BY PROVIDING CAPILLARY CUT OFF LAYERAS DIRECTED BYTHE ENGINEER.CAPILLARYCUT OFF LAYER SHALL BE CONFINED WITH NON COHESIVE SOILS TO AVOID EROSION.
8- THE LENGTHS, SLOPES AND INVERT LEVELS OF CULVERTS, AS SHOWN IN SCHEDULE OF CULVERTS ARETENTATIVE, THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR EACH CULVERT PRIOR TO ITSCONSTRUCTION AND SHALL SUBMITTO THE ENGINEER FOR APPROVAL.
9- STRUCTURES SHOWN ON PLAN ARE SYMBOLIC, FOR DETAJL OF STRUCTURES, BREST WALLS, PROTECTIONVIORKS, SEE RELEVANT DRAWINGS IN STRUCTURAL DRAWINGS.
10, LOCATION OF UNDERGROUND CABLES AND UTILITIES SHOWN ON PLANS IS APPROXIMATE. EXACTLOCATION SHALL BE DETERI\4INED AT SITE DURING EXECUTION.
11- ANY DAMAGE DONE TO THE UTiLITIES DURING EXCAVATION AND EXECUTION OF WORK SHALL BEII!'IMEDIATELY REPAIRED TO THE SATISFACTION OF CONCERNED AGENCY BY THE CONTRACTOR AT HISowN cosT.
12, DURING CONSTRUCTION PHASE TRAFFIC WILL BE ]\,4ANAGED AS PER TRAFFIC MANAGEMENT PLANSPROVIOEO O THE RELEVAIIT ORAWINGS.
PARAMETER UNIT
PLAN AREA
RURAL BUILTUP
DESIGN SPEED km/h 100 70
]VIINIMUM STOPPING SIGHT DISTANCE (SSDi m 185 105
I!{INIMUM PASSING SIGHT DISTANCE TPSD) m 670 485
MMIMUI\,1 RATE OF SUPERELEVATION 6 6
MINIIV{UI\,4 RADIUS OF HORIZONTAL CURVATURE m 437 144
WIDTH OF TRAVELLED WAY m 7.3 7.3
WIDTH OF INNER SHOULDER (PAVED) m 1 1
WIDTH oF OUTER SHOULDER (2.5m. PAVED) m 3 3
cRoss FALL: CARRIAGEWAYSHOULDER
%
%
2 2
4
TANGENT RUNOFF LENGTH m 74 59
TANGENT RUNOUT LENGTH m 29
I!{AXIMUN,'I GRADIENT 3 3
K VALUE FOR CREST VERTICAL CURVE FOR SSD m l ' k A 52 1 7
K VALUE FOR CREST VERTICAL CURVE FOR PSD m l'/o A 520 272
K VALUE FOR SAG VERTICAL CURVE FOR SSD m l ' k A 45 23
GOVERNMENT OF PAKISTANIIINISTRY OF C OM ll'lU N ICATI O l.lSNATIONT\L HIGHWAY AUTHORJTY
I S LA i\T]A BA D
A 5 S O ' I A T E D C O N S U I T ] N C T I ] C , l \ T . ' R ; .
ACE (PVr . l LTD.i'irn.sro::;lon EnSi..erinq s._vc!e u!!iri.rl
PRO-rECr:
ADS ASSISTEDFLiGD Ei\ ' ' iERGENCY RECCi']STRUCTION
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOAN NO. 2742 Pak.
t1z J S O 7 8 , T - R BDR:\.wlflG TIiLE:
cf NFRAi_ i\:O1.ES Ai!DGEOMETRIC DESIGN CRITERiA
KnT .220+000 TO Km.296-700( iVIJSHAKH , AL|ABAD SOUIH BOUND)
DESIGi\I N T S
CHECKEO DATE \ , tAY 2C1l
Ac E-HM(C),TD-RD-002R : / ar;scit Pilof: Di\.:
TYPICAL GROSS SECTIOilIS NOTES
( i) Existing road bituminous surface to be dismantled and removed(i i) After removal of bituminous surfacing, al l suitable pavement material (Base / Sub-base) wil l removed and stock
piled. The existing shoulders shall also be dismantled upto Sub-grade level and suitable material so obtainedshall be stock piled for re-use after conforming to the specifications requirement.
(i i i) Contractor wil l be repsonsible for achieving a minimum 7.5% CBR of Sub-grade. Compaction of Sub-grade iscarried out at 95% of MDD.
(iv) Sub-base layers must be compacted according to specifications. The Sub-base Course of 400 mm shall becompacted in three layers.
(v) Aggregate Base layer 270 mm thick should be laid & compacted in two layers on Fast (Right) Lane and innershoulder.
(vi) Lean Concrete '150 mm thick having 28 days compressive cylinder strength not less than 1400 psi wil l be laidwith Mechanical Paver on Sub-base in rigid pavement lane and wil l be extended 600 mm on outer ( left) side toprovide stable platform for Concrete Pavement.
(vi i) Lean Concrete should be cured by using proper amount of curing compound. Curing compound should bereapplied before placing the Concrete Pavement if worn off by plying of construction machinery or otheractivities. The surface of Lean Concrete should be properly finished and leveled. Any area that does notconform to the PGL requirement should also be corrected before placing the Jointed Plain Concrete Pavement(JPCP) and curing compund is reapplied at such locations.
(vi i i) Asphalt ic Base Course (Class-A)wil l be laid & compacted in two layers of equal thickness (90 mm each) andAsphalt Concrete Wearing Course (Class-B) in a single layer of 50 mm in Fast Lane before laying of JPCP .
(ix) The edges of Asphalt Layer wil l be saw cut on rigid lane side to get smooth joint.(x) Plain Dowel Bars of Grade 40 wil l be placed using Dowel Bar Basket and aligned properly and wil l be greased /
lubricated at one end (from center to one end / half) before placing of concrete pavement.(xi) The Plain Cement Concrete 350 mm thick having 28 days compressive cylinder strength not less than 5000 psi
shall be placed through Mechanlcal Paver.(xi i) Polyihene sheet shal l be laid as directed by theEngineer according to the Ni-lA Specif ication item 310.2.3.
GOVERNMENT OF PAKISTANiv NISTRY oF c o ilt &1u N lcAllo l.lSNATIONAL HIGHWAY AUTHORITY
ISLAT'ABAD
coN-suLTAr' l r : ASSocTATED coNsuLTrNc' ENGTNEERS,
, ia t t ' ACI (PVi . l L ' rD .',. +t . _,1._ : , '
..:.:,,,:'raa;.: assocrAIED CoNSULTANCYCENTRE{PVT.)LTD.:::',j1..: TSLAMAaAD-
it:' :, , t , ,
O S I I A N I & C O | ' ' I P A N Y ( P V I ) L r D . K A R A c f l l
ADB ASSISTEDtiz JAO78. I ,RB
DRA\'tlINC TTI E:
GEI. IERAL NOTAS
Km.270+000 TO Km.296+700( i ! l ISHAKH - ALIABAD SOUTH BOUND)
O E s I G N i : 1 5i LU( - .U i t v tEr (g : t \ ! I r i - i . ' J I ' ! J I i - !u L I l r - . r t !
PROJECT, NAIIONAL HIGHWAYSSOUTH PACKAGE.B
LOAN i!O. 2742 Pak.
CHECKED OATE iltAY, 2012
ACE-HNl{C)-TD-RD'003cREV D E : i i i ? l a r l DAT:
- , ^ f
- l^T-
I r ot t
9 i o I@ l = l
-I6 l
t - li o
f :-T
DETAIL OF NEW JERSY BARRIERDETAIL'X'
TYPICAL 3 WAY SERVICE DUCT CROSSING
200 1000 2 0 0 .
^]-N l
Inl
ASPHALT LEVELooN
CLASS 'A' oN
FINISHED ROAD!J
EE
o)s
b
nEE
NCONCRETE CLASS-A
O1 0@ l50mm.c i c
\jo
. N50mm.c/c
o
)
1 5 0
ooo
DETAIL'B'
410 @ 150mm c/c T&8010 @ 150mm c/c T&B
PROVIDE OPENING
AT 51,1 INTERVAL
a '10@150mm-c/c
DETAIL ' 'C' R.C.C. DRAIN DETAIL OF R.C.C(PRECAST KERB STONE) UNDER PAVED RAMP
O'10 @ 200mrn. c/c T & B
q10 @ 150mrn c/c
DRA'"!IN(J I]I!E:
TYPTCAL DTTAILS
Km.270+000 To Krn.296+700
{I / ] iSHAKI I - AL|ABAD SOUTH BOUND
ADB ASSISTEiFLOOD EtviE,RG-l,iCY RECOi'JS iHl.:CT|O;'J
PRoJECT, NATIONAL HIGH\TVAYSSOUTH PACKAGE"B
LCAi\i NO. 2742 Pak.
GOVERNIV]ENT OF PAKISTANfo]INISTRY OF C O fo] fu] U N ICAT]O NSNATIONAL HIGHWAY AUTHOR}TY
ISLAiVIABAD
'^i[ i"* ", lssocrario cor.rsuLrtLe Eruor'tr=ns-
r'," _,.!. acE tPV i ) LTJl ' , 1 ! , I ' o ' : i i x "'.;:j.;
- j : : : .
tr, t:il:; assoc |ATED coNs u L rANcy CENTRE (pvr.) LTD-:1. ' TSLAMABAD.
i:---- i:: ll : osr;lANr3. coffPAlrY {F\,'i ) rrD KARAci AC E-HM{C)-TD-RD-003d
JUNCTION NO.1(T-TYPE)
LIST OF MAJOR INTERSECTION
- - - - -sH-o l fo tR 5HorJ-oER
EXIS-TING CARRIAGF AY
274+525
276+745278+150
J U N C T I O N N O . 3 287+610287+990
294+910296+740
DRA'/r'ii\]G T TLE
-tYllC..\.1. IrllNOR ROAIl JUNCTIONSDETAILS AND LOC.ATIONS
Km.270+000 TO Krn.296+700([ / i ISHAKH - ALIABAD SOUTH BOUND
PROJECI :
ADB f\SS ISTEDi.LCOD Ei! ']EF.GE N CY RECONSTRUCTiOi\J
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOANI l lo. 2742 Pak.
. . . ,
GOVERNi}iENT OF PAKISTANMTNTSTRY OF COil l i l lU NtCATiONSATIONAL HIGHWAY AUTHORITY
tSl-Ai r\3AD
co\ :1;{ \ r r F.ss ,L lAr, D coNsl l l ] NL i \cr i t , LFS-
;- , ' , ' - - , rC E IPVT.ILTD.
j . , . { t i i .i . . . . -
-";"*!'
::t.:.:.1 :: , Assoc rATEo coNsu LTANcY c ENTRE (PVT.) LTD.:a:a=' ISLAMABAD.
OSrv lANl &cOf , lPANY{PvI ) ! iD .KARAC| l lACE-F]M(C)-TD -RD,004
2A
TYPICAL DETAIL OF BUSBAY
LIST OF LOCATIONS OF MEDIAN OPENING
LIST OF LOCATIONS BUSBAYS
00 mm Thick PCC
BRICK IVIASON RY
6 n m l T +
I
I
TYPICAL I\, lEDIAN OPENING DETAILS
272+670
287+410
277+775
+ + + + + - + ++ + + + + + + + :
+ + + + + + : , i+ - + - + + + - r r
+ + + + + r - + + + + + + + +
r : + + + + + + + + - + + + + ++ + + - i + + + + + + + + 1 + +
SECT]ON X-X
296+970
. ASSOC]ATFD !ONSULTINC ENGINFERS-A C E i P Y i . J L - l D .i l.a.ri.rt-iioi a.,qi..e.'r! Sc..i... ttisi..l1i r.Laci:rorIr io\.ri iLiiE13c]r)rirrarl! ;:rdi
t::atat AssoclArED coNsuLrANcY cENrRE lpvi ) LrD.
i:::. ISLAMABAD.
l , : : i - :osillaNr a col,rPAfJY lPw.) LIo KARACul
PROJECi :
,AD3 ASSISTEIFLOOD Ei\J=,q.GENCY RECONSTRUCTION
PROJECT, NATIONAL HIGHWAYSSOUTiI PACKAGE.B
LOAN NO. 2742 Pak.
GOVERNfuIENT OF PAKISTANtiti\ltsrRY oF c o l\1tll u Nt cATto N sNATiONAL HIGHWAY AUTHORITY
I S L,A,r/l A BA D
J S O 7 3 . T - R BDRAWIi']G
-IITL..E.
T'iPJCAL BUSBAY AI.] D U.TURi!DETAILS AND LOCATIONS
Km.270+C00 TO Km.296+7C0( iVISHAKH - ALIABAD SOUTH BOUND)
ACE-HU(C) -TD 'RD-004a
F ! L ! Y S U P E R e L E V A T o Ni--JJO NT OF ROTAT|oN ER)
PAVEN4ENT EDGE PROFJLE
jRQe rLEIRAqEf
PROFILE EDGE &
PAVEMENTPROFILE
A i
oiI
/;\\:/
SUPER ELEVATION DIAGRAM
ON SI[, iPLE RIGHT HAND CURVES
io PAVEMENT EDGE PROFILEIN SIDE ROADWAY
FULLY SUPER ELEVAT]ON CLIRVE SI]PER ELEVATION RUNOFF SUPER ELEVA FULLY SUPER ELEVATEO CURVE
qSE ^-----=- =;
o.bo I 1.oo ] r.oo i---r----_--l+_
2.OO CURVE
CROWNING AND ROUNDING
OF OUTER SHOULDER WHERE > 4%
SUPER ELEVATJON DIAGP,AM L ROLL OVER' ALGEBRIC DIFFERANCE BETWEEN SE AND NORIu1AL SHOULDER SLOPE {1.e. 4%)AT PAVE]\IENT EDGE NOI TO BE EXCEED 8Ol".
WHERE THE DIFFERENCE EXCEED 8% THE ABOVE CROWNING OF SHOULDERS SHOULD BEUSED WITH s = (B 'SE) %
ON REVERSE CURVES2 .
-4% -?%
-2%
-20/r -4%
-2d/r
- 1 % +3%+30/, -3%
0%-3%
%
GOVERNI! ' ]ENT OF PAKISTAN}NINIS-IRY OF COMMUN]CAT]ONSNATIONAL HIGHWAY AUTHORITY
ISLAiWABAD
' ASSocIATEDcoNSULTtNG EIIctNEERS-'ACE (PVI,)LID./l r.nsp::!ation sn!i.Ecr in( S.reicis Lri!isi.n)
ASSOCIATEO CONSULTANCY CENTRE 1?rrr) Lf D
os$^Nr& co,,ilPAxY (P!.r )Lro KARAcfrl
PROJECT:
ADB ASSJSTF}iLOOD ET ERGFNCY RECONSTRUCTiOi ' ]
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NO. 2742 ?ak.
oRAr l t !G. l t f tE :
TYP]CAL D-I'AiL TOfiSUPER ELEVAI ' ION
Km.270r000 TO Krn.296+700( i \ l lsHAKH - ALIABAD SOUTH BOUND)
ACE-r'r r{c).TD,RD-005
SUPER ELEVATION SCHEDULE
,,/"1-:
1 272+839.00 272+953.M2 273+069.00 50000 RIGHT 0.00 N RIGHT
2 275+405.00275+564.729 275+725.04 50000 RIGHT 0.00 N RIGHT
3 275+910.00276+023.974 276+126.00'260
LEFT 5.97 275+842.65275+865.65275+931 .65 276+103.07276+169.47276+192.07 N
4 276+469.00 276+525.OI7 276+580.00 22s RIGHT 5.83 276+408.27276+429.27276+488.27276+559.48276+618.48276+639.48 N RIGHT
5 276+743.44 216+798.545 276+855.00 25000 0.00 276+742.28276+742.28276+7 42.28 TREATMENT,2 C R LEFT
6 276+938.00217+AOa.A93 277+479.04 1401 RIGHT 3.33 TREATMENT.2 277 +0&.59 277+106.59277+132.59 N RIGHT
7 277+291.04 277+5I3.757 277 +732.40 1375 RIGHT 3.37 277 +237 .87 277 +262.87277+304.87277+717.63277 +7 59.63277 +784.63 N RIGHT
I 277+986.00 278+057.922 278+119.00 25000 R'GHT 0.00 N RIGHT
I 278+208.00 278+243.431 274+280.00 2000 RIGHT 2.09 278+166.34278+190.34278+215.34 TREATMENT-2 C R RIGHT
1 0 278+314.00 278+355.IU 278+397.40 3500 0.00 TREATMENT-2 N' 1 i 280+536.00280+638.376 2BO+742.00 4000 RIGHT 0.00 N RIGHT
1 2 280+855.00?80+977.366 280+981.00 2500 LEFT 2.05 280+810.69280+836.69280r862.69280+972.02280+998.02281+Q24.02 N LEFT
1 3 281+250.0028]+317.452 281+386,00 3500 LEFI 2.00 281+207.10281+233.10281+258.10281+376.79281+401.79281+427.79 N LEFT
1 4 281+579.00287+650.428 281+723.00 3500 RIGHT 2.00 281+535.46281+561 .46 28'1f 586.46281+714.38281 i739.38281+765.38 N RIGHT
1 5 282+535.00282+593.391 282+653.40 40000 LEFT 0.q0 N LEFT
283+283.00 283+344.413 283+407.00 45000 RIGHT 0.00 N RIGHT
1 7 284+010.00284+465.642 284+123.00 2s000 LEFT 0.00 N LEFT
1 8 285+875.00285+951,.758 286+029.00 30000 RIGHT 0.00 N RIGHT
286+2B7.AA286+343.759 26+401.00 35000 LEFT 0.00 N LEFT
2A 287+516.00287+594.385 287+67 4.40 35000 RIGHT 0.00 N RIGHT
287+894.002B'1+974.654 2BB+056.00 45000 LEFT 0.00 N LEFT22 288+855.00288+948.934 289+044.00 25000 LEFT 0.00 N LEFT
23 289+119.00289+184.578 289+251.04 16000 RIGHT 0.00 N RIGHT
289+930.00289+994.128 290+060.00 45000 RIGHT 0.00 N RIGHT
25 290+176.00290+241.973 290+309.00 45000 0.00 N LEFT
26 29'l+838.00 297+896.844 291+957.00 90000 LEFT 0.00 N LEFT
27 292+893.00292+949,269 293+007.00 '135000 RIGHT 0.00 N RIGHT
28 296+367.00296+433.451 296+50'1.00 30000 RIGHI 0.00 N RIGHT
TREATMENT 1 TREATMENT 2
STRAIGHT LINE TRANSITIONS BETWEEN TWO SUPER ELEVATED CYRVES HAVING SAIME DIRECTION STRAIGHT LINE TRANSITIONS BETWEEN TWO SUPER ELEVATED CURVES HAVING OPPOSITE DIRECTION
-l
: ! : ' | - , . , . j ! i ' ;
GOVERNil lENT OF PAKISTANMI ]ISTRY OF COMMUN]CAT]ONSNATIONAL H]GHWAY AUTHORITY
iS LAfu]T\BAD
ONSULTANT' ASSOCIATED CONSUL-TI I ]G ENGlNEERS,ACE IPVT.J LTD.ilr?isrr:rlon e.ljireii .g Sert'i.er a yi::i:r13 L 3 ro .5 r t . ! r - * r l sx r !
,.."r:-i.,i : :; assoc rAiED corrsulraNcY CENTRE lPVr ) r-rD.,.:-:,-:.: tSLAMABAD.
: , l , osr , rArr& crr iPANY rPr/T.) LTD K^RA.ei
AtJB ASSiSTEDi ! : . ,ou
"o.J 3C78 -T.RB
DRAW I'IG I IL:J
SUPER El-E!'ATlrJi! SCliEDtr Li
Km.21 4-7 00 IO Km.296-200(HALA TO iVORO SOUTFT BOUND)
DESIGN A S t i T fi -LUUU i l v : iKeE: ! ! U Y l tE l - l JN- | r iu U, i " . , , r j \ j
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LCAI! NO. 2742 Pal\.
CHECKED DATE NtARCr 20'12
ACE-Hivl(CJ-TD-RD-005aD/'I!
I r_" -.
T1000
CHEVRON HATCHING DIVERGING TRAFFIC
PAVEiVIENT I\4ARKING PLAN ON A STRAIGHT PORTION
PEDESTRIAN CROSSING MARKING
CHEVRON HATCHING FOR lr4ERGlNG TRAFFIC
GIVE WAY
CROSS HATCHING
l - i
II
I
F^*-?il";;;l
RURAL AREA URBAN AREA
a 5000 3000
b 3125 1875a 1875 1125d 3250 1950e 1375 32s
185s 470 284h 3065 1836
1250 750
I 1 1 5 0 690k 625 315
724 430It1 1000 600
1062.5 637 .5p 1250 750q t50 450I 1625 975s 2540 1500
APPROACH TO SHARP CURVES
GOVERT{MENT OF PAKISTANMrNlslRY OF C O i!]to]U N tCATIO N SNATIONAL HIGHWAY AUTHORITY
ISLAMABAD
ASSACIATED COI ' !SULTING ENGINEERS.; \c E IPVT. )L lD.{ r ran:p.ralio. a )On,r.dnr Serri..51,,i.,!si.n)i5 . i -E loa( : inonr r * ! i ! : : ( r : I : i i u r )1 ! i : o4E. ! . :1c !
assoclAiED coNsuLTANcY cENTRE (PVT.) LT0.
osa.raNr& coiuPANY (I,w.) Lt0. KARAcHI
PRO.JECT:
AIJB ASSISTEDFLOCD EfuiERGENCY RECONSTRUCTIOi\i
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOA|\ NO. ?742 Pak.
\ iZ JBI78 - ' I PRDRAIT1./]NG III LE:
-i' YF ICAL PAVEtu1 -i.lT i!'lARKli'i cDETAILS
Km.270+000 TO Km.296+700(MISHAKH -AL]ABAD SOUTH BOUND)
D E S ] G N SCALE N t s
CHECKED OATE rAY 20',2
ACE-HM{C) -TD 'RD-005aRE1,' r_,- fE
r l # ; \ f f i' \-,"*'. .^,"'
{: <--
L
RLTLLCTORATJ1 New JEsv MM'6RS @ r*. rc TYP]CAL CAT EYE PLAN
TWO LANE CARRIAGEWAY (SOUTH BOUND)
CHEVRON HATCFING DIVERCINC TRAFFIC
PEDESTRIAN CROSSING I\,JARKING GIVE WAY
CROSS HATCHING
TYPICAL APPLICATION OF EDGE LINE
NOTES:-1., ALL DIMENSIONS ARE IN ] \4ILLI ] \ ' IETERS, UNLESS SPECIFIED OTHERWISE.
: ! l r i . , i : J r ' i
GOVERNil iENT OF PAKISTAI{rvrimrsTRY oF c o rvl tllu N tcATto N sNATIONAL HIGHWAY AUTHORITY
ISLAMABAD
ASSOCIATED CONSULT] i {G E i IGI I ]EERS.A C F ( P V r _ ) L r D _( ir:,r:ir.,iii T a.!rin--eang Setui... Ci*e.,r)15- ! : i . !1 ) r i .n r t la : ro l r r {E1r ! rs ia ! : ) r+ rcR. 773,
ASSOCTAIED CONSU LfANCY CENfRE (pvt.)LiD.
osrilANl & coilTPAN Y (P\,/T.J r_rD. {ARACHI
pRoJEC t :
ADB ASS]STEDiLOOD Eill:RGFi{CY RECoi'!S rRUcTiOil
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NO. 274? Pak.
f,lz J O B N O JAO78.T.RBDFA\r/ING TITLE:
c.r\T EYE AN D Ci-iivaiSi'jDFTAILS
Km.270+000 TO Km.296+700(I I ISHAKH - ALIABAD SOUTH BOUND)
OES]GN S C A L E f t t s
C H E C K E D DATE I IAY 20]2
Ac E-H i\r l (C ) 'TD-R D -006biiar oEscR PTCi. l I]AT'
RUI!4BLE STRIP SEE DETAILS
,,.. ./i
l r
( USE AS A SET OF THREE ) UNDIVIDED HIGHWAY
RUIVBLE STRIPS
( TO ALERT DRIVER AT HAZARD APPROACHES )
ON LONG TANGENT SECTIONS OF ROAD ie > 5 Km.RUMBLE STRIPS SHALL BE USED AT SUITABLEINTERVALS TO BREAK MONOTONY.
OIHER VARIATIONS FOR RUI\4BLE STRIPS AREPOSSIBLE UPON APPROVAL-
DETAIL PLAN
RAISED PAVEI!1ENT IIIARKER {NON-REFLECTIVE)MIN. TWO ROWS TMNSVERSELY ACROSS PAVEMENTTO ACT AS RUMBLE STRIPS ( PREFERABLE 4 ROWS )
SECTION C - C
EDGE LINE(YELOW)
REFLECTIVE STUD DETAIL{ INDICATIVE ONLY )
REFLECTIVE MARKERS {S'I'UDS) MAY BE USED ON THE PROJECI ROADSUBJECT TO APPROVED FROM COMPETENT AUIHORITY.
TYPE ALUIIIINUM ALLOY HOUSING WIIH PEG OF APPROVED ryPE.WITHONE OR IWO REFLECT|VE SIDES AND OF COLOURS AS SHOWN GREEN STUDSi\,1AY BE USED AT ENTRANCES / EXITS OF SL]P ROAD TO FROI,{ MAIN HIGHWAY.
SPACING IN GENERAL , REFLECTIVE fuJARKER ARE PLACED iN IVIIDDLE OF ALTERNATE
GAPS OF (11) L]NE ON TANGENTS, AND IN I, I IDDLE OF EACH GAP ON CURVES,
EDGE JV]ARKERS FOLLOW SAME SPACJNG BUT SHALL BE STAGGERED WJTHCHEVRON PAINT MAKKING RESPECT TO THE LANE MARKERS.
PLANEXAMPLE APPLICATION
REFLECTING ROAD STUDS
PAVEMENT W'DTH
GOVERNi\JENT OF PAKISTA]' IMINISTRY OF C ON] fu] UNICATIONSiJATIONAL HtGHTTVAY AIJTHORITY
I S L-A i!]A BAD
co \su r rA \T : ASSoc r {T i , co tu ;uL i n t c e l o t t l gees
: .=-r AcE (Pvr.) t To.: . a i . l - j t ' o ' : : , . ' " :t : ' : : , i"_;,
-'.::,..,t::l-i: AssocIATED coNSULIANCY cEN-rRE {Pva.) LrD-:.:;:i rsLAtlAaaD
: , : : , os r rA r& co idpANy {pvr . ) L rD. KARACHT
AI ]B ASSIST-D| | z J O 9 t O . JBOTI] .T RB
onaw.icirii:, i.-. :.:'
TYP]CAL R]-I]\,]sLE s-I'RIP At!DROAD S'TUD DETAILS
Km.270+000 TO Km.296+700(IVI ISHAKH - ALIABAD SOUTH BOUND)
O : S I G N sc l .LE t , I si L1JUt - tv lE{ ( , i t : i , ! t {E \ -v t \J ! : - iu ! - i t v t \
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NC. 2742 Pak.
CHECKED DATE
ACE-HU{C) -TD-RD-0C6cDAl :
@
_il
CURVE TOWARDS RIGHT
DIMENSIoN(cm)CURVE TOWARDS LEFT
DIMENSIoN(cm)
r q t h t f l 9 l
MULTIPLE CURVES {FIRST TO LEFT)DIMENSION(cm)
l S l h r g i
MULT]PLE CURVES (FlRST TO RIGHT)DIMENSION(cm)
@
" l
DOWN GRADE SIGNDIMENSIoN(cm)
i h h t 9
LANE AT LEFT ENDSDl lv lENSlON(cm)
ROADWAY NARROWSDiN4ENSION(cm)
I o i -a i d t -
HUMP RIDGEDIMENSION(cm) FALLING ROCKS
OIN4ENSION(cm)
I
UP.GRADE S]GNDl lv4ENSlON(cm)
I s lsk;
CLIENT:
GOVERNIVENI' OF PAKISTANil l lNlSTRY oF coutuiuNlcAT'oNsNATIONAL H!GHWAY AUTHORITY
I S LAI,I AB-q D
Assoc|ATED coNsuLTlNG ENGiNEERS- I PRoreC f :ACE (PVr.)LTD. I ADB ,'\SSISTED( i r . . s i r o r i i i i . n ! n ! i i i . e . r ! r 5 . r ; l c : s D i r i 5 . , )1 i L 3 L o . K r 1 o . E L - , c I : r i E X r a FLOCD =ir'IERG:i!CY RECcfiSTRU CTICi!
PROJECT, NATIONAL HiGHWAYSAssocrArED coNsuLrANcY ceNrRE (pvr.)LrD. I souTH PACKAGE_B
Iosiv:ANr& cor, rpaNy ip! . i . ) , rD. xARAcHr I LOAN l lO 2742 Pak
CONSULTANTI I ' . 2 J3078 ,T,RBDRr$lrNnrrila: tr
. ,' ,. , .
RCA* SJGNS D= I ; . \JLs
Km.270+000 TO Km.296+700(IV] ISHAKH - ALIABAD SOUTH BOUND)
o EstGf.i \ is S C A L E
CHECXED NTARCH 2012
ACE-HM{C)-TD-RD-007-aDISCR ?Tior'r D^iel
@ @ @ 6r-ilI
" iII
^ l, . l :"----
PEDESTRIAN CROSSING SIGNDIiVENSION(cm)
CHILDREN CROSS]NG SIGNDIIvIENSION(cm)
-_].-..']
CATTLE CROSSINGDltulENsloN(cm)
SIGNALAHEAD SIGN TWO-WAY TRAFFIC SIGN
._
Dl[,4ENSlON(cm)
MINOR ROAD CROSSING AT RIGHTANGLE
lrl-,Ll] \ I INOR ROAD ON LEFT SIDE ONLY
Dl l ,aENSlON(cm)]VI INOR ROAD ON RIGHT SIDE ONLY
Dl[4ENSloN(cm)
J ' -
JUNCTION SIGNDl l ,4ENSlON(cm)
il 1
+T
CLIENT:\ r t t A
: _ r f , . 4 . , . , i
GOVERNilIENl oF PAKISTAi.]MrNisrRY oF cou Nru NrcATroflsNAT1OII.\L HIGHWAY AUTIIORITY
ISLAi!]AEAD
ASSOCIATED CONSULTING ENGINEERS.ACE {PVT.)LTD.i_::nsp.JLali.n : siJic..in9Sei\,i..sOi,risrtr.)
..:::.'.,tt;E AssociArEDcoNsuLTANcYcENTREIPVT,)Lro.:i:;a:, rsLAI/IABAD.
!:r, ll . : ' , I os ; \ lA i ' l l& cor PANY (F \ r r j L ID KARACHI
AD3 ASSISTEDFLOOiI EI' l iRGE;,JC)' RECOI'JSTRUCTiCI.I
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NO. 2742 Pak.
i.lz JB07! -T ; i .9DRA!TIIiG TiTLE
it i-rAii sl GI\is pEl'.AiLS
Km.270+000 TO Km.296*700( i !4 ISHAKH - AL]ABAD SOUTH BOUND)
O E S I G N Ais SC,\LE u i 5
ct-lEcKEo DATE t"tARcN.2012
ACE,HU{C)-TD,RD-007,bREt D:SCi P i :Cf l
i-L]+-:--f- I! i
. l
L' Li
--r
I--f-:T"_L
U-TURN SIGN
DIMENSION(gM)
NARROW BRIDGE SIGN
DIMENSION(cm)
ROUND ABOUT SIGN
DIIVENSION(cm)
I\IERGE SIGN
Dl lv lENSlON(cm)
i d t h I u It_ - t- -t
I\IAJOR CROSS ROAD AHEAD
Dltu lENSloN(cm)
Di[4ENSloN(cm)
f-!-'iMAJOR ROAD AHEAD SIGN
Dl[ IENSlON(cm)
OTHER DANGER WARNING SIGN
DIMENSIoN(cm)
-T----_-_- _
DIP SIGN
Dl lv lENSlON(cm) NO U.TURN SIGN
cLteNl :
' : : ] ] .: : l - ' : : . . : ' -
GOVERNil lEN'T OF PAKISTANfu]IN!STRY OF COMVIUNICAT]ONSNATiOilAL HIGHIVAY AUTHORITY
ISLAiliABAD
ASSOCIATED CONSULTING ENG]NEERS-A C E i P V T , ) L T D -(i.:nip.r.:.li.n -nalf ..'in! Se.vi..t t)i:isi:.1J. - L et.o.K:,!.tEr. i!*fr i:x:!ir:io!t LA, irF: - t,7rr
assoctATED coNsuLTA cY cENTRE {pVT_) LTO.
osr!1aNr & coMPANY {P'v.r.) LTO:KARACHt
P R O J E C T :
ADB ASSISTEDiLC.JD ETiERGENCY RECOIISTRU Cl iOil l
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NO. 2742 ?ak.
,vlZ . t8078,T,RBDIJAW:i']G TITLE:
;:ioA.,1 stGl..ts DSTAiLs
Km.270+000 TO Km.296+700(MISHAKH - ALIABAD SOUTH BOUND)
D E S i G N A S f r t :
CHECKED OATE tr lARc! .2012
\ r i t n AcE-HM(C)-TD-RD-007-cREV
+#j
I( t r - !-o l
.L!
I
I( ! -Ii
-o
uII
* lI
_l
II
* lJ
- T d , . - |
n t I
I
-c
'--LU J I_T
I
I
STOP S]GNDINIENSlON(cm)
GIVEWAY SIGNDIN4ENSION{cm)
PRJOR]TY ROADDIMENSJON(cm)
SLOW SJGNDIIMENSION(cm)
NO ENTRY SIGNDIN4ENSION(cm)
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HEIGHT Ll l t r l lT SIGNDlf , lENSlON(cm)
GROSS WEIGHT LI I \ ,1]T SIGNDl[,4ENS ON(cnr)
AXLE WE]GHT L] I , / IT S]GNOIN4ENSION(cm)
NO RIGHT TURNDIMENSION(cm)
NO LEFTTURNDl[,4ENSlON(cm)
,5F- ?q'',
\ - i t i A
GOVERNIlIEIIT OF PAKISTANi!] I i . I ISTRY OF CONIMUNICATIONSNATION,A,L HIGHWAY AUTHORITY
ISLAfu]ABAD
:oNsuLTAN] : ASSoqATED coNSULTrivc t i ' tc t r t rns
+J . _ _--'i AcE (PvT.l LToi { [ 1 : . '.. ' .'| ,;.
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AD3 ASSISTEDFLOCiT Eivi:RGEIiCY RECONSTRLiCTIOi.j
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LoAll NO. 2742 Pak.
LizDRAY/ iNG T TLF:
i l j ] .{o SlGi\S D=TAjL5
Km.270+000 To Km.296+700(I t4ISHAKH - ALIABAD SOUIH BOUND)
D ESrGi.r A i SCALE i . t T s
C H E C K E D DATE tvtARal..t 201?
ACE-l lM{C)-TD-RD-007-clc:r i l lEsci? iPlc\ i DAi !
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SPEED LI i \ ,1IT
DIMENSION(cm)
SPEED L)MIT
Dll\,1ENSlON(cm)
POLICE CHECK
DIMENSION(cm)
@ @ q9c e f-r*i-n-*
KEEP LEFT
DIMENSION(cm)
KEEP RIGHT
DIMENSION(cm)
DIVIDED HIGHWAY BEGINS SIGN
DIMENSION(cm)
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ISLAi\NABAD
ASSOCIATED CONSULI I I ]G ENG]NEERS.ACE (PVT. )LTD.(i.n.!Donnii.n Ei!rifeur.a S.it..r ai,.is i: ',;t L aitca loDl:r r.L:: ialra
ASSOCIAIEO CONSULTANCY C€ NTRE IPVT')LTO,
OSMAN]& COfulPANY {PVT.) LID KARACIII
ONSULTANT: P R O J E C ' i :
ADF ASJ-lI.JTEDFLOCD EMERGET']CY R=C ONSTRU CTJCi';
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-S
LOAU ,\O. ?7q12 Pak.
iliz JBO73 - i .RBORi\\^'liC ilT!El
RO.r\n Si Gi! 5 nlf /\i i,S
Km.270+000 TO Krn-296+700(MtsHAKi-t - ALTABAD SOUrH BOUi\rD)
. \ j i ] I S
CHECKED OATE MARCH.2012
ACE-FliU{C)-TD-RD'007'et : : a t ' a T l ! : ! DA 'E
." tq,; 90 4oo 90 ,,
t -4," is,i 90 4oo r90 /- f - - - - l, 4oo /; ,; 9q 4oo 90 i- l - l _ - _ - i -
tr--- _------
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FlII :1,BUS STOP SIGN
t -6,o 11r 9 0 4 o o 9 o l-rt- .- -lI.-
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TELEPHONEi 6 0 0 , t
FIRST AID STATION
| 600
PARKING REFRESHMENT / CAFETERIA
t - 10
78
s lI__r
a l
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T
100 m
t _ - l
| ,i[i- r| ( f : . , 1
lr-^ I I
t t
r 600
FILLING STATION
- l
COUNT DOWN MARKER DIRECTION SIGN START OF URBAN LIMIT
4 4- t l
NOTES,1, LETTER IN UPPER PART OF SIGNS SHALL BE IN URDU AND
LOWER PART SHALL BE IN ENGLISH.
2. THE URDU AND ENGLISH WRITING SHALL BE ABOUT THE
SAI,IE IN LENGTH , WID TH AND SPACING.
3. THE URDU WRJTING SHALL BE IN PERSIAN CHARACTER
4. ENGLISH LET-TERS ARE TO BE JN CAPITAL EXCEPT FOR
DESTINAT]ON SIGNS WHICH IV1AY USE LOWER CASE.
END OF URBAN LII\4ITOF SIGNS SIGNALS AND ROAD ]\, lARKINGS BY NATJONAL TRANSPORT '] .
RESEARCH CENTRE , GOVERNI\,1ENT OF PAKISTAN,
DESTTNATTON SIGN (
I1 /a;-
'6 Il \ lL I
t- Itill llil-l )€:-tl
lu-:--1-:1.-_,I- l
INAME
Km
1 : , r , . i . . ! i
GOVERNi\ iEi!T OF PAK'STANIVIINISTRY CF COfulMUNICATIONSNATiONAL HIGHWAY AUTHORJTY
ISLAMABAD
ASSOCIATED CANSULTING ENGINEERS,ACE {PVT. ) L l i ] .
tTt..rr.n.l.. !:n!iie.:i.!i s.ni..s Di: s.r,i
. : t : : t .j.'.:'j:l .:-t ASSOCIATc O CO TISULTANCY CENTRE (PvT ) l-TD.
t::::._' ISLAMABAo.
;{::ri i: | ' ostrai! r & coNlPAN Y (Pw') Lio. KARAC Hl
PRO. IECt :
ADB ASS]STE'FLOCD SlvlE,RGFi.rCv ReCCXSinUCtrOtr
PROJECT, NATIONAL HIGHWAYSSOUTH P,ACKAGE-B
LOAII ,\O. 2742 Pak.
i!r: J O B N O . JBn;S T ' IBORA}1/II]GT!ILE
R0..\D $iGNS D=Tl',lLs
Km.270+000 TO Km.296+700(fu] ISHAKH - ALIABAD SOUTH BOUND)
DE5]GN 1 i l
CHECKED DATE t\taRcH,?012
ACE-r'rNr{C)-TD-RD-007,fD,'.iE
1 270+7102 270+740 R-25
272+565 w-344 272+640 R-25
272+770 w-346 272+900 t-87 272+915 R-25a 275+295 R-25
276+120 R-25I U 276+270 t-811 276+330 R-2512 276+394 w-1I J 276+464 t-8
4 A| '-t 276+470 R-2515 276+610 w2l o 277+350 w-3417 277+450 w-3418 277+780 w219 278+035 R-2520 278+115 t-821 278+310 R-25zz 279+250 w-34I J 279+495 w-34z+ 282+880 w-3425 283+090 w-3426 283+480 R-25Z I 283+820 R-2528 283+870I Y 286+425 w-34
286+655 w-34287+365 R-22
LOCATION FOR ROAD SIGN
J Z 287+525 w-34287+525 R-25
34 288+ 1 55 R-25288+ 190 t-8
JO 288+300 w-3437 288+430 R-2238 289+180 R-25
289+345 R-2240 289+465 w-34A 4& f l 290+ 130 w-3442 290+265 R-22+ J 290+450 R-2544 290+490 t-84tr, 291+385 R-2546 292+365 w-34
' , t17- t 292+510 R-2248 293+170 R-2249 293+315 w-3450 293+350 R-254 1 294+135 R-2552 294+205 R-2253 294+350 w-3454 295+015 R-2555 295+515 w-34
295+810 w-3457 296+620 R-2558 296+850 w-3459 296+920 R-2560 297+000 R-22
. . ' . . : : .: . : , " ' - j . . r _
GOVERNfo]E T OF PAKISTANivll ISTRY OF C O tol tu'lU N ICA-r-lO N SNATIONAL HIGHWAY AUTHORITY
I S L,CN'],4 BA D
coNsuLr i \Nr: Assoc|ATED coNS0LTTNG ENGlN:ERS-
__, ,: - --.. AcE lPVT.l LlDl . : l i ; p ' o , r ' , D ' " '" . :
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'.;)a:a' ISLAMAaAD
: ! , , , osMANta coNrpr \NY (pwl LTD KARAcf r l:.: .: :
PROJ:CT:
ADB ASSISTiDFLCCD EMERG;NCY RECONSTRU CTICi \ :
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LO-AN NO. 274?- Pak.
' ' i:ilrE No J B 0 7 8 . T - R B
DR;\W NGTITLE:
LOCATiDI! FOR R$,Ai] 5IGI.J
Km.270+000 t9 6lr1.296+700( iVI ISHAKH - ALIABAD SOUTH BOUND)
D E S I G N ,\ts S C A L E N t s
CHECKED DATE r , lAi laH:012
AcE-Hii(C)-TD-RD-007-gf ! 3 a i t P r r c : ! DAIF
(OrA 73 0 mm, T=3 96mm)
( 450 x450x 650 )
( 600 x 600 x 750 )
SINGLE SIGNS
WARNING / REGULATORY (RECTANGULAR / CIRCULAR) SIGNS
r:;---r-----i-''.l
;tl l
II
1SECTION A A
LIST OF FOUNDAT|ON SIZE
sTNGLE POST (A a 1Nf ) DoUBLE POSr (As 3N/f ) DETAIL OF SIGNFOUNDATION
POSTS ANDDETAILS
1 .
2
NOTESCONCRTE FOR TtsE FOUNDATION BLOCKS SHALL BE IN-SITU CLASS'A
SICN PANELS SHALL BE MADE OF ENAMELLED STEEL OR ALIJMINIUM
ALLOY PLATES OF 3II1N1 THICKNESS.
{ -L :OJTS fOR INTORI4ATORY 516N5 ShALL LSE A.DI F AI \ IG-J 1 -
1O CiVI X 1O CM METAL POSTS CR TABULAR STEEL POSTS WJTH
N'IINJIVIUNI NTERNALANDEXTERNALDIAMETERSOF63MMANO 75MIv1
RESPECTIVELY CONFORM NG TO ASTM A 501
INFORMATION (RECTANGULAR) SIGNS D O U B L E P O S T ( A > 3 N . d )
CLIENi : , i
N] ]A' ; - i r l '
GOVERN&]ENT OF PAKISTANi!] INIST|RY CF CO[4IJ]UNICATIONSNAT]ONAL HIGHWAY AUTHORITY
ISLAfulABAD
tt l :Yil l" ^s( oc.a r!o coNSUL r:.rc brrcrNErRS) - . - : . A, , t iDVT ) | TDi ' : . 1 ' . : .. ' ' ' ' . : ."-;;. : l i : 'n'- assocrarED coflsuLTANcY CENTRE (PVt.r LTD'r.:::]i; .lsLAi\4ABAo.
=?iO S N I A N I . q C O N I P A N Y I P V I } L T D . K A R A C i ] I
t : :
PROJECT:
AIB,qSSISTENFLC.3D FtsJERGEi\iC', ' [ iECOTiSTNL]CTIO:\]
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOAi\l NC. 2742 Pak.
i t l JBOTE -T-RBDRAWINGT iLE
DE'AILS Ci: ROAD SlGiti FirST ANDFOU N DATION
Km.270+000 TO Km.296+700(MISHAKH , AL1ABAD SOUTH BOUND)
DE! lC l ' l t i f s
CHECKED DATE , lARCt ,2 , t2
I 0RAIIING NO.I ' rNR A c E - Ftu {c)-T D,RD -ooai !v o:sc,lP;ior! DArE
REFERENCE NO. PAINTED
PRECAST CONCKlvl. POSI
B I (N25 N35 ETC.)
clc 133 EMBOSSED NU|l lBERSFIXED IN SIDE SHUTTERTO RECORD NATIONALROUTE NO. (BOTH SIDE)BAR NO, f ESCRIPTIONDIA.
(mm.JNO
(r 530mrn 1 0 1 1
G) '1J 30mm 1 0 6
G) 620mm 12 6
CD 620mm 1 2
VERGE LEVEL
4 N O . O 1 2
TABLE - 1REINFORCEIVENT SCHEDULE 1 1 0 0 R !
:l
PtAN
6 NO. @ l2mm HOIESMAiNTAINEO DURINGPRECASTING. DOWEL
BARS PLACED ON SITE
ERECTION OF KM POST
REJNFORCEIVENT DETAIL" SEE TABLE-1 OF RE]NFORCEMENT SCHEDULE FRONT ELEVATION A-A SIDE ELEVATION B-B
FIVE KILOMETER POST
^ - li
III
r-at-*l -
1tl
PAINTED FRONT FACE AND SIDE
CHAMFER 10x10150
@o o strRRues TABLE . 2REINFORCEMENT SCHEDULE
@r rvos o rz elnsPRECAS T CONCREIE CLASS 'A1"
9 l
.T* : l
P.C,C CLASS
LEAN CONCRETE NOTES: -1. PRECAST CONCRETE SHALL BE CLASS'A1" AS PER G.S.I. 401.2 CONCRETE COVER 35 mn.3. P.C C. CLASS 'S AS PER G.S_t. 401.4. LEAN CONCRETE SHALT BE AS PER G.S.I.401,5- REINFORCEMENT: OEFORMED GRADE 40 AS PERMSHTO i/-31.6 BACKGROUND COLOUR WILL BE WHITE. WHILE LETTERINC
COLOURWILL BE ALACK.7. ALL DI]\4ENSIONS ARE IN ]\4ILLIMERTERS UNLESS OTHERWIS€ NOTEO.
100-:150
950
REINFORCEIVENT DETAIL. SEE TAELE-2 OF REINFORCEN'ENT SCHEDULE
FRONT AND SIDE ELEVATION SECTION C-C
ONE KILOMETER POST KILOMETER POST DETAJLS
BAR NO. DESCRIPTION DIA.(mm.)
NO.
o 900230 12 4
o ffi'o 6 I
GOVERNil lEIIT OF PAKISTAN&itNtsTRY oF coivl tuufcATtoNsN,I\TIONAL HIGHWAY AUTHORITY
ISLAMABAD
ACE (PVT.) Lr t{lransro.iair,. !fir.:!.: S.ryi..s t!lsi.x,l
:=:.r | : i: assocrATED coNsuLraNcy cENrR E {pvi ) r-ro::l:,'_a rsLAfiAsAo.
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ADB .ASSi:i iEDFLOOD EIMERGF[]C\,' RECONS'IRUCT]Oi!
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LO,qti i\ lo. 27 a,a. Pe'\.
I i : J F O T S . T - R BDRA'//lNG T TLEI
TYPlC,i:ii, i i!LCiltEl-EaiPOST DETAILS
Km.270+000 TO Km.296+700(MtSHAKH - ALTABAD SOUTH BOUND)
DESIGT] SCALE i ' l T s
CHECKEO OATE i\,tAR( ! 2012
ACE-H i l l {C)-TD,RD-oo3REV DESCA PTIO: I ] D i \ lE
PLAN VIEW
PLAN VIEW 12 GAUGE
310
SECTIONTHRUBEAM
1--l r ooI
ENDSECTION
BEAM SPLICE LOCATION OF GUARD RAIL
= l F 5
FIn
T - i o -
--1 150 t- DETAILS
SEE WASHERI=
IiI
l
lI
[,K ]T[:tr ,li
BEAM WASHER22 OHEXNEi.
I
(15 .875mm) POST ORSPLICE BOLT AND NET,
SEC.A-A
__L_
TERI\'1]NAL SECTION
SHOULDER
STEEL GUARD RAIL22 @ x 360 HE{ HIGH STRENGTH gOLTS 4
GOVERN IVIENT OF PAKISTANful]NISTRY OF COMI!{UNICATIONSNATIONAL HlGHWAY AUTHOR]TY
ISLAiUABAD
"t:: f t1*t ' .4ssocrAl!D cr) i \sJLI xc er ' tc r. , eqs-l . - : _ i . A C : { P V T ) - l Di : ' , 1 i . : ' - :
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,:.t'ta ASsocIAIED coNslrLlAtlcY CE TRE (PVr.) LrD,t,l,.l rsLAMAgAo.
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.PROJECT:
ADB ASSiSTiDFLooD Ei\. iERGEi\lCY RFCci.l-cTRUCTloi!
PROJECT, NAT]ONAL HIGHWAYSSOUTH PACKAGE.B
LO.Ai! NO. 2742 Pak.
i 1 z J B O 7 8 . T R B
TYPiCAL ST==LGUARD RAIL DETAILS
Km.270+000 TC Km.296+700(MISHAKH - ALIABAD SOUIH BOUND)
DESIGN d l S scnLa N f s: , : i . - l ; i*;-\i ":-;
,1i.i'.":r''1't'.,;-.t C9ECKEO i l lAFCFr .2012'd,'\-+."+'ACE-!rM{C)-TD-RD-o.r 0Ei'3;i|"ri*
DETAILS OF EMBANKM
13!g
GROUTEDCLASS A
STUBS AT 10
ENT PROTECTION
DRY RIPRAP TO EMBANKMENTSM INTERV
TECT]ON
=-+I600 I L PLACE STONES AND GROUT AGAINST
UNDISTLJRBED ]\lATERIAL
20mm EXPANSION JOINT EVERY 8000 To BEFILLED WITH IIVIPREUNA TED FIBRf BOARD
PLACE STONES AND GROUT AGAINSTUNDISTURBED I,IATERIAL
GROUTED RIPRAP PROTECTION TO EMBANKMENTS
LlI!1IT OF PROTECTION AS SHOWN ON THE PLANS OR AS DIRECTED
END STUB INTER]VEDIATE STUB END STUB^ l
-;[-tn_tr14:-E]T
DETAIL OF EXPANSION JOINT
. ) . . 1 . '
NOTE:1- EMBANKMENT PROTECTION SHALL BE PROVIDED
IN POUND AREA REQUIRING ROCK FILL
2- TO PROVIDF EXPANSION JOINT AT Bm INTERVALAND THE COST OF THE WORK SHALL BEINCLUDED IN THE ITEIVI OF GROUTEDRIPRAP.
- t
1L covpncreo sNtenNxuENr.150 THICK LAYER OF FILTER I4ATERIAL
SEC't-l
EXCAVATE TO NEAT L]NES TIPLACE STONES AND CROUT
cN c-c
CI IENT: r . i , l . r
' . . . :
GOVERNi!3ENT OF PAKIS'ANfuIINISTRY OF C O ilI I!] U NI CATIO N SNATIONAL HIGHWAY AUTHORITY
ISLAI!1ABAD
coNsuLrANr: assoctl_ieo coNsuir irG ENGlr. lEEEs
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: . OS ANI3 COIVIPANY(F! 'T )LTD KARACHI
P R O J E C T :
ADB ASSIS-TEI ]FLOOD -MERGENC' i RECANSTRU CTICN
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LO-AN NO. 27 .42 Pak.
1,ii}^ i i l J O t N O . JBl ]78 -T-RB.DRAU/lNG TliL:i
;v;iiC-AL D t-Tl.\il FCR El'"18r\NXiJl f i i iPROI'EC'1-ION WORKS
Km.270-000 TO Km.296+7C0(MISHAKH - AI . IABAD SOUTH BOUND)
DEStGt l sc/rL_( N T J
* . -* t - " - - -;.-
CHECKED OATE ! |ARCH 2C12
AC E-H i lr (C)-TD -RD,01 1
r\l\, \,/\, l\./,'
DETAIL A PLAN
DETAJL
DETAIL
600
L 1 0 0 r 1 0 O r l 0 r- lx l
i
2AO I ryPICAL DETAIL FOR GANTRY SIGN
DETAIL " D'DETAIL " E l L o t " 6 5 ^ 3
DETAILDETAIL " C '
F
OVERHEAD INFORI\IATION SIGN
L 100r 100 r l09219. r .T ' 8.13
coNSULTANT: .AssociArED coNSUr-t r i . {c ENGTNEERS-
r '--. :,-= rce {pvr.trto.i . , t . . . . 1 . . . d - . , c . . . " . r . . . , l
r l , ra4lJ'
':.:-',:.i ::.: -. ASSOC IATED CO |ISIJ LTANCY C ENTRE {Pm l LrD.
,i .:. ]SLAMABAO
'i .- a:'l: I , osr,L\N & coHP,Ar.lY IPVi.) Lio. KARAcHI
COVERNfulENT OF PAKISTANfu]INISTRY OF CO I!1M IJ N ICATIO N SNATIONAL HIGHWAY AUTHORITY
lSLAfu]ABAD
AD3 ASSISTEDFLOOD Ei'! i=RGENCY RECCi!STRUCTIOi' l
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOAN NO. 2-142 Pak.
' t l :o r . w \
| i , , 5 o
I J B 0 r 8 . r R i l
O E S I G N I A S ] S C A L E I N I S
DRA!/ NG TII E
TYPJCAL D-TAIL FT]RGANTRY SIGN
Km.270+000 TO Km.296+700(Nl ISHAKH - ALIABAD SOUTH BOUND)
cHEcKEp I
sAF
^""oouro I ilrurl
oArE j uov zo,:
A C E -t-: ilt ( c) -TD -RD-01 2: t r . o - r , . I F I
- , t uo
-A l i
l-1 '
1000.800 @ 100
SEE OETAIL ,Ai n o - L - l
I l- 8@ 100= 3200 -_---_--stoo,^.<^ 300 -- - r - - 16@'00-3100 - | 2@lio
l.- +ooo ____-]
FRONT VIEW SIDE VIEW
P
_ l
t 3 3GJ
- l
s6o rP
/7, a zst= zast N= zq\'--
F- 3eoo - |- L PLAN
L
-Tr LIST OF MATERIALS
a@ 1aO -)-
r760-
SECTION
O- / ; , A 12L= 587 N= 24\,')-
r- 2300 - . r
I
-TI
I
It-FRONT VIEW
l_ 4ooo ______=i
SIDE VIEWTi
I
ii
- L
RE BAR DETAILryPICAL DETAIL FOR GANTRY SIGN
RE - BAR LIST
@ 2191 T=B1A PL300x150x15 DETAIL - C
DETAIL - A
NOTES1 - RE AAR SHALI BE GRADE 10 RE]NFORCEN4ENT STEEL?. ALLANCHOR AOLISSHALL BE D PPED
J.,.
EiFNl;l
,G\ O 201= 4800 N= 20\:/-
ITEM DESCRIslzE LENGTH IJNIT.WT /VEIGH'
ANGLE
00rr00^10 17.40 t4.70 1_037
65t65^A 2.260 7.88 1 6 0.276
65x65x8 3.189 0.330
65x65x8 0.750 26 0 r 8 l
1.480 2A 0.104
0.940 13.30 0 08i
SUB TO'IAL 2.190
960x300" 10 22 S2 2 0.048
!90r100r10 1.62 0.014
600x300x10 14.47 0.759
0 190
100^100r10 4 1 0 1 6 0.079
8.16 1 6 0.062
4,24 1 6 4.06r
500i80i10 3.73 1 6 0.040
SUB TOTAL
M.AOLT M?2L=90mm 120 EA
219.1T:8 .16 4.773 42.56 1.4S3
@=730I=3.90 0.303 8 0.020
0.025
BASE R 6 0 0 . \ a 0 0 r l 0 0,376
3 0 0 i 1 0 0 i 1 : T6 0.084
SOLT O 3 0 x 1 0 0 0 24 EA
| 030
oDIA LENGTH EACH
WEIGHT WEIGHT
' a 2 a 2.351 24 61.224 ADD 3OI
SUB TOTAL 61.224 2.973 243 242 230.830
? o 2 0 3.300 112.?O0
3 4 2 0 4.800 22 118.300
SUBTOTAL 117 800 2_219 406.761 601.360
q 1 2 2 814 9
5 a t 2 1 5AT 24 18.000
SUB TOTAL 92.136 0.994 8 1 8 4 3 82400
GR.AND -TOIAL 741.970 801.321760 +
: : 1 . . : : .
GOVERNfo]ENT OF PAKIST,ANN]INISTRY OF COi!] fuI UNICATIONSNATIOIIAL HIGHIVAY AUTHORITY
ISLAfuIABi\i)
o i i su r r l j \ l asqoc rA r r . co \ su - r , . c t l r . ' t . t r i : s .
j : ' - : :- - . AcE (Pvr )ITD.a 1 L i ; , ' ' | . d :t j ' " . .
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: . . - ISLAMABAD,
: , t t ' , t ' os$aNr&.or , rpaNy(pw) l rc KARAce
PROJECT:
ADg ASSIS i fDFLOCLr EMERGFNCY RtCOi\ISTRUCTiOi'J
PROJFCT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NO. 2742 Pai<.
i,:t . IEC73 -T RSDhArl/r:.rG Trr!El
TYitriC-.1i- DEiAl i- FiiFiGANTRY SIGN
Km.270+000 TO Krn.296+700(I \4 ISHAKH - ALIABAD SOUIH BOUND)
, j vlti'::,DE5]GN AiS S C A L E t\i s
CHECKED OATE \lAY 2C12
AC E -t1'\n iC)-TD -R D -012aR'V D:S 'N PTOIL J , t :
3mm OPAC. F BER GL{SS CANOPY
50 mm IUF PAVER FLOOR
COJVPACTED BRICK BLCSTCOi/PACTED EARTH FILL
SECTION
L,APLAN 450
PLAN
FRONT ELEVATION
FOUNDATION DETAILDETAIL 'S '
1-1 /2 'x1- l12 ' ANGLE IRON
GOVERNfo]ENT OF PAKISTAT]tvllNlSTRY oF DOi\lll,1u.\ilcATloNsNATIONAL HIGHWAY AU'HOR]TY
ISLAfu]ABAD
f l " , . r5snctaTED coNsuLT|\G t lc | ' tEg\s
, : . : . - ; a c I t P v T . ) L T D| ' ",:. ': - ' u . o , L o D t
_ o . , , 1 - ' i r 1 0 - 1 : .
1 4 r d ' f : F l r , r : / r o 3 , r { ( o / 4 . ) . o F'..:.;:.:., a t :i AssocrAiE D coNs uLrANcY c ENrRE (pvi.) Lrol-:i._ lslAivlaBAo.j t-;.:t i l : oSMAN a co t lPA i r ' / (PvT. )LTo KAR; \cHl
ADg AS: ] iSTTDFLOOD El-,i iRGii ' iCY R:a OiiSTRU CTiC i. j
PROJECT, NATIONAL HiGHWA)'SSOUTH PACKAGE.B
LO.AN NO. 2742 Pak.
i ) z J B O 7 8 . T R FDiId,Y I.IG T TLE:
I,AES=N$FFi Sr;=L IEti DE;AIL5
Km.270+000 TO Km.296+700( iVISHAKH , ALIABAD SOUTH BOUND)
DiSIGN
CHECKED N1AY.2012
AC E -H i l i (C)"TD - R D,013R ! . DErC: ?Ta l D . \ i :
912 2AO ch
LONGITUDINAL DRAiN(D=31ornm CONC. PIPE) TYPE , I
CARRIAGEWAY PLAN IN URBAN AREA
0 2 q 1 2
INLET TYPES FRONT SIDE VIEWSEE DETAIL'A'
SECTIONAT A- A NC SHAPE
01 l_6oo_i +
02. l
i-tzoo-ir-t :
03 |-550-------]
o4 F-aao----l
05 i l__,oo_ld3 l xT
06 l - - lt n
e
07
I
08 l- vARrEs -l
l-530---------l
--t I t-I
T-I
TW1ST BAR
-i F*6
FFLAT BAR
STEEL GRATING
NOTES,
1: CONCRETE SHALL BE CLASS 'A' TYPE.2: RE- BAR SHALL BE GRADE 40 REINFORCEMENT STEEL.3: SLOPE OF CROSS DRAIN SHALL BE I\lAXlMUl\,1 2.5 %4: SLOPE OF LONGITUDINAL DRAIN SHALL BE i\ l lNltulUM 0.5 %5: DROP INLET SHALL USE CLASS'A" CONCRETE WITH
GRADE 40 REINFORCEMENT STEEL.
6: CROSS DRAIN SHALL BE ENCASED WJTH CLASS 'B' CONCRETE.7: STEEL GRATING SHALL USE HOT DIPPED GALVANIZED STEEL,8: MATERIALS AND SHAPES OF STEEL GRATING CAN BE CHANGED UNDER
THE RESIDENT ENGINEERS APPROVAL, BUT THE STEEL GRATINGSHALL BE CAPABLE OF TAKING HEA\ry DUTY TRAFF]C LOADS.
'V1A@zao CIC
RE - BAR SCHEDULE APRON OUT LET DETAIL-A
a 4 6 Q 2
CONC.PIPE (D=310 mrn.)
I
I
I
I
l l
J I
LAN
o10@1sa [&B)
il!iA
GOVERi! i ! ]ENT OF PAK]STANfolI i \ I ISTRY OF COMMUX]ICATIONSNATIOJ\]AL I i ]GHWAY AUTHORITY
]SLAi\IABAD
ri;ro i*'t-r.J -r
A S S O C I A T E D C O N S U L T I I I G E N G I i \ ] E E R S
A C E ( P V I . ) L ] D .
il..fs. ti l i.n Efe!.etr_ r,! S..r:... D,vis,.,,).5 L rl..kr,rcDEi iofd i:xra
ASSOCIAIED CONS U LTANCY CE NTRE IPV',) LTD.
OSIIAi] E COiiPANY {PVI) IID KARACNI
P R O J E C I :
ADE ASSISTEDFLOL]D Eil l=iiG=NCY F.ECOllSl-lUCilOi';
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LO,{N r lO. 2742 Pak.
\ i l JBOTA -T ?.t]
TYF JCAL |1'J Ei] iAi\J DRi.Ai!,T.GTDETAILS
Km.270=000 TO Knr.296+700(ulsHAKH , AL]ABAD SOUTH BOUND)
DESIGT{ \ s SCALE i r T i
CHECKED OATE M,TRCH 2012
ACE-H rlr{Ci-TD,RD-014r .aS i i i i P : !ON Oi rE
LIST OF SURVEY CONTROL POINTS
,vd ,,i;'.-rffi-r
HM # 199 2,910,1,11.430 409,853.903 43.708HM # 200 2,91.0,326.874409,73L.320 43.385HM # 201 2,910,558.716 409,597.1,41 43.397HM# 202 2,9rO,839.422 4nq 41 q na1 43.762HM # 203 2,911,222.71,3 4. ,9 1q4 1)6 44.051HM # 204 2,911,,489.627 409,024.1,39HM # 205 2,91,1_,756.245408,885.870 44.581,HM # 206 2,912,452.496 408,716.250 4s.o23HM # 207 408,529.492 45.517HM # '2OB2,912,65'J".4LO408,400.425 46.993
HM # 209 2,91,2,944.099 408,213.99B 46.259HM # 210 2,913,260.053 408,O1"4.366 44.902HM # 211 2,91,3,567.139 401 ,835.902 45.682HM# 212 2,913,868.662 407,647.047 45.678HM # 2r3 2,914,r50.153 4n7 Aaq )6) 45.830HM # 2'J.42,91,4,518.76I 407,286.275 45.806HM # 215 ) 914 qOA ?,) 4 407,066.023 45.744HM # 216 ) q 1 \ ) q 4 6 ? 7 406,862.628 A e 1 A C .
HM # 217 2,9L5,586.417 406,67r.143 45.O25HM + + 1 1 4 2,915,933.924 406,470.538 44.880HM # 219 ) q1 6 7?.1l- 7 2,7 406,236.742 44.rorHM # 220 / 9 | F ! l_ !<< l IF r \ 406,062.186 43.910HM 1 q16 944 16) 405,883.1s2 44.742HM # 222 2,91.7,306.102 405,674.062 44.857HM# 223 1 q17 \A9 Lt1 4nq q?4 naq 46.006HM # 224 2,917 ,759.657 405,41L90s 46.129HM 2,91,8,035.474 4 0 q 7 q ? q q n 46.1,27HM# 226 ? q 1 R ? q ? g ? R 4n,q n4[ R9'1 46.893HM # 227 2,918,627.367 404,932.806 47.1,26
HM # 170 2,904,125.123 414,930.938 44.1,96HM 1 + 1 - 7 1 1 onA 210 a1 C 41,4,179.17r 44.549HM# L72 2,904,505.372 41,4,653.1,1,O 44.878HM # I73 2,904,717.733 41,4,493.356 44.829HM# I74 2,904,944.843 41/l 1?A 9R) 44.707HM # 175 4L4,1,72.058 44.705HM# 176 2,905,448.1,93 413,956.938 44.338HM# 177 2,905,663.s194r3,812.8r7 44.269HM # 178 ? q n q q 4 q q c ? 4t3,602.260 43.972HM # T79 2,906,177.36s413,436.374 43.53sHM # 1BO 2,906,426.8s0 4 1 ? . ) q 4 ) 1 7 A ? a o 1
HM # 181 ? q n 6 6 7 E ? 7 S 4I3,O72.350 43.2s2HM # 182 2,906,937.525 41 ) 9 'R1 )1 \ 42.94rHM # 183 ?,907,361,.389 412,573.31,3 43.242HM # 184 2,907,634.076 4 1 ) ? 7 \ 6 \ 0 43.452HM # 185 t o n 7 0 1 0 q . q o 4I2,166.806 43.026HM # 186 2,908,L92.O37 411,,968.154 42.479HM # 187 2,908,407.O04 411 R?) 441 42.367HM # 188 2,908,736.r15 411,57s.208 42.362HM # 189 2,908,922.243 41,L,41,5.73r 42.482HM # 190 2,908,936.41,0 41,1,,187.394 42.584HM # 19r 2,908,977.484 410,914.813 42.I28HM # 192 2,909,088.955 410,757.46t 42.193HM # 193 41n 6?q ?qn 42.5L6HM # L94 ? q n g ? 6 q q R 6 410,515.166 43.390HM # 19s ) qna ?qL ) 11 410,364.903 43.461HM # 196 2,909,493.416 410,253.779 43.656HM # l_97 2,909,648.278 41,0,II7.996 43.529HM # 198 ? q n q R ? 6 q q ? 410,00?.634 / ? t ? 1
HM # 228 2,918,836.859404,789.653 47.288HM# 229 2,91,9,154.r84404,606.471 46.733HM # 230 ? o 1 q 4 q q 7 q q aoL aa,) 9,\ \ 45.635HM # 231_ ? q 1 q R n q ? ? 1 404,249.1_27 46.r75HM I t L )L 2,920,02s.467404,1,08.590 46.381HM # 233 2,920,2sL.6174 n 1 q 6 ? ? q q 46.626HM # 234 2,920,458.877 403,855.542 46.51,5HM # 235 2,920,155.750 403,667.732 46.150HM # 236 I O t l n / 4 0 A o ? 403,51,2.347 46.246HM# 237 2,92L,448.606 403,281,.464 45.612HM # 238 2,921,847.320 403,051.294 45.253HM # 239 2,922,O71,.875402,92L.670 45.281HM # 240 ? q ? ? 1 q R g ? 4 /o. ) 7?,1 ) )1 45.088HM# 241 1 q2) 67?. qF,A 402,573.368 45.468HM 1 + 1 4 1 2,922,944.681 402,417.575 46.039HM # 243 2,923,r85.894 402,278.264 46.039HM # 244 2,923,441_.595402,133.069 / 1 E O11
HM # 245 2,923,686.475 401,,990.987 / ( q o o
HM # 246 2,923,954.791. 401,836.958 45.o15HM # 241 2,924,1,76.62240't 6.qa qq7 45.165HM # 248 2,924,456.072 403_,546.121 44.869
HM # 249 2,924,776.075 40I,361,.21,1 45.41,4HM # 250 2,925,026.664 401,201,.391 45.407HM # 25L r o l q ? a / o o a 4c,1 n)1 14/ 45.464HM ? q ? 5 6 ? ? ? O O 400,865.642 45.465HM # 2s3 2,925,883.272 400,707.311 46.13,1HM # 254 , o ? A 1 0 n n q q 4nn q4q 41n 47.242HM ]+ LJ) 2,926,434.O98 400,406.067 47.820HM # 256 2,926,670.800 400,269.249 47.2L6
GOVERNIVIENT OF PAKISTANuri!rsrRy oF cotvttltuNlcATloi\tsNAT]oNr\L HIGHWAY AUTHORITY
lSLAI'ABAD
coNsuLTANr: assocIATED coi!sulTING ENcTNEERs-;_: -: -, ece ievr t rro.{ . l t : " . . : i , c 1 " . ! ! . 1 i
1 .-\;-r'
,:',:::.] 1':i];; ASSOC]ATED CONS ULTANCY CENTRE (PVT.)LrD,'': ' :
- ISLAMABAD
: . : , i , :
! . : : o s u A r . r & c o r , r p A N y ( P v i . ) t r D K A R A C H I
P R O J E C T :
irD3 ASSISTEDn { 4 a \ | 1 . o . , ' ' | , " u , n . ' . n "
Km.270+000 TO(] \ l ISHAKH . ALIABAD SOUIH BOUND)
oeslGN S C A L E ] N I :T L U L T U E l v i - H L r = i \ i r - Y K : U U l ! ) l K U i - l ; ! ! i !
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOANI NO. 2742 ?a:<.
CHECKED DATE I MAaCH.2 !12
i i : i l DEi : P i o . I D.fEI I DRAWNG NO.
APPRo'ED J
r'rNR I nce-nlr(cl 'ro-no-ors
CLJENN'\ | t A
: , . 1 ' - i . . : ,
GOVERNivlENT OF FAKISTANuttllsTRY oF c o tvltlt u ilt cATto NsNAIIONAL H]GHVT]AY AUTHORiTY
ISLAfulABAD
A'JB,ESSIST=DFLCO; Eii,]:I i i ;E N CY RECONJSTRU CTICN
PROJECT, NATlONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NC. 2742 ?ak.
HORIZONTAL CI.,' RVE DATA
1 270+359 2904337.sO7 414796.358 270+283.7402904276.552 414841.191 270+ 435.076 2904398.598 414751.700 0.004 RIGHT 50000 / J . O O O 151.336 0.057
2 271+681 2905/04.564 414016.487 271+610.94729053/7.944 4'14057.868 271+7y.246 2905461.067 413974.947 0.004 LEFT s0000 70.129 140.259 0.049
J 272+953 290&29.705 4'13262.830 272+838.078 2906336.757 413331 .163 273+068.806 2906522.968 413194.926 0.004 RJGHT 50000 115.3U 230.727 0.133
4 275+5M 2908540.727 411725.817 27 5+ 404.472 2908411.171 411820.145 27 5+724.985 2908670.884 411632.322 0.004 RIGHT 50000 160.257 320.513 o.2s75 z I o+vlJ 290891 3.716 411457.889 27 5+909.645 2908820.861 411524.589 276+ 125.065 2908927.326 411344.373 2.121 LEFT 260 114.329 215.424 24.026
6 276+525 2908970.070 4'10946.69127 6+ 468.602 2908963 355 411002.699 276+579.14229A9002.413 410900.475 2.325 Right 225 56.409 1 i0 .540 6.963
7 276+798 2909128.212 410720.719 276+742.281 2909095.952 410766.816276+854.809 2909160.264 410674.477 0.012 LEFT 25000 50.1o+ 112.528 0.063
8 277+513 2909575.669 410164.346 277 +290.867 2909431.306 410333.380 277+731.634 2909765.940 410049.411 0 250 RJGHT 1375 222.290 440.767 17.852
I 278+051 2910040.092 409883.807 277+985.4122909983.163409918. '195278+118.4312910097.203409849.721 0 .012 RJGHT 25000 66.509 1 33.0'19 0.088
10 278+243 2910207.051 409789.868 278+2A7.0O22910175.770 409808.537 278+279.852 2910238.992 409772.350 0 .171 Right 2000 36.429 72.850 o.332
1 1 278+355 2910305.024409736 '135 278+313.946 29'10268.885 409755.955 278+396.378 2910340.687 409715.468 0.095 LEFT 3500 41.218 82.432 0.2431 a 280+638 2912280.510 408s91.350280+535.6182912191.602 408642.872 280+741.0892912371.946408544.461 0.084 Right 4000 102.758 205.471 1.320
I J 280+917 2912528.802 408464.O25 280+854.022 2912472.437408492.929 280+980.683 2912583.631408132.303 0.135 LEI - I 2500 63.344 126.662 0 802
1 4 281+317 2912875.129 408263.655 281+249.7632912816.539 408297.553 281+385.123 2912932.364 408227.s18 0.095 LEFT 3500 o / . o o o 135.360 0.654
15 281+650 291 3156.696 408085 878 281+578.1272913095.560 408124.478 281+722.709 2914964.124 411083.949 0.095 RIGHT 3500 72.302 144.583 0.747
16 282+593 2913974.1s8 407615.801 282+534.480 2913923.089 407&5.168 282+652.302 2914025.141407586.284 0.005 LEFT 40000 58.91'1 117.822 0.043
17 283+344 2914624.106 407239.500 283+282.201 2914570.266 407270.671 283+406.625 2914678.031 407204.477 0.005 RlGHT 45000 62.212 124.424 0.043
18 284+065 2915249.267 406879.854 284+O0g.266 2915200.401 406907.966 2U+122.0172915298.006 446851.522 0.012 LEFT 25000 56.375 112.751 0.064
19 285+951 2916879.893 405931.966 285+874.6752916813.251405970.705286+028.840 2916946.732 405893.570 0 .011 RIGHT 30000 77.083 154.165 0.099
20 286+343 2917219.803405736.705 286+286.9302917170.525 405765 013 286+400.589 2917268.988 405708 238 0.006 LEFT 35000 co.ozY 1 13.659 0.046a 4 287+594 2918302.208 405110.236 287 + 515.632 2918234.048 405149.685 287+673.138 2918370.545 405071.093 0.006 RIGHT 35000 78.753 157.506 0 089
22 287 +97 4 2918632.178 404921.234 287+893.8862918562.096 404961.376 288+055.414 2896195.974 365913.244 0.005 LEFT 45000 80.764 161.527 0.072
Z J 288+948 2919475.856 404433.959288+854.297 2919393.906404481.291 285+043.570 2919557.446 404386.009 0.012 LEFT 25000 94.637 189.273 0.179
24 289+ 184 2919679.014 404314.563 289+ 118.32o 29'19621.890404348.135 289+250.8352919736.413 404281.466 0.021 RIGHT 16000 oo.zco 132 .515 0.137
25 289+994 2920380.325 403910176289+929.1952920324.077403942.612 290+059.0622920436.675 403877.903 0.005 RIGHT 45000 64.934 129.867 0.047
26 290+241 2920595.394 403786 993 294+ 175.643 2920537.837 403819.960 290+308"3032920652.854 403753 856 0.005 LEFT 45000 66 330 132.660 0.049)7 291+896 2922428.961 402960.262 291+837 .052 2921977.165402990.132 291+956.636 2922080.718402930.322 0.002 LEFT 90000 59.792 119 .584 0.020
28 292+949 2922939.947 402433.286 292+892.381 292289A.704 402461.772 293+406.157 2922989.214 402444.842 0.002 RIGHT 135000 56.888 113.777 0 .012
29 296+433 2925557 .347 400691 .213 296+366.422 2925899.298 400724.727 296+500.479 2926015 545 400657 958 0 .0 '11 RIGHT 30000 67.029 134.057 0.075296+700 2926188.745 400558.912
to:. l" t :ou- n r -ocIATFJ cotisJr ' fr \ i . r r \{ ,rN' as-
i . ,_ - i ' .1 AcE rPvT.)LTD.i
( t . l . . t i , . , | , 1 i : r ' : 1 .
:d+.
:.4-'i',-. assoc|ATED coNs u LTANcy CENTRE lpvr.) LTD.ISLAMAAAD.
: . : , ' :: : ' . O S ] A N I A C O ' i P A N Y I P 1 ' I ) L I D K A R A C H ]
' ,.]i9 t7a,T-RE
D R A r r i . l G T r r F . _ ' _ 7
| *fti lOi'lTAL CUR\iE L-iATA
Km.270+000 TO Km.296+700(MISHAKH . ALIABAD SOUTH BOUND)
l r : s lc l ! N i s
CHECKED OATE
ACE-H i lr (C)-TD,RD "01 6
| '
:y
I'J?: f srarro^r ,
.ii.:-j.:l
270+112 44.55 200 1062.22 -0_05 CREST 270+012 44.2910 270+212 44.72 0 .122 270+741 1 5 0 861 .12 -0.03 CREST 270+666 4s.2580 270+816 45.31 -0.06
3 272+094 44.58 254 4230 .15 -0.02 CREST ?71+969 44.6690 272+219 44.46 -0.1 1^ 273+227 43.36 300 2244.92 0.05 SAG 273+077 43.476A 273+377 Z+J-JJ 0.025 273+520 43.36 100 2486.02 -0.01 CREST 273+470 43.3520 273+570 -0.02
6 273+985 43.30 200 1569.24 0.03 273+985 43.2960 273+885 43.29 0 .1 17 274+408 43.67 150 633.93 -0.04 CREST 27 4+333 43.6350 274+483 43.62 -0 .13
8 2T5+226 42.68 150 878.15 0.03 275+151 42.7480 27 5+301 42.68 0.049 276+095 42.98 90 426.39 -0.02 CREST 276+050 42.9860 276+140 42.93 -0 .17
10 276+479 42.37 50 199.35 0.02 SAG 276+454 42.3930 276+504 0.081 1 276+542 42.39 50 350.08 -0_01 CREST 276+517 42.3800 276+567 42.38 -0.06
12 276+702 42.U 90 266.57 0.04 SAG 276+657 42.3800 276+747 42.42 0.2813 276+880 42.80 60 362.01 0.01 SAG 276+850 42.7070 276+910 42.92 0.44
1 4 277+075 43.61 70 15?.25 -0.04 CREST 277+040 43.4960 277+110 43.64 -0.02
15 277 +Z3S 43.63 50 389.79 0.01 SAG 277 +210 43.625A 277 +260 43.65 0 .11t o 277+340 43.73 60 673.63 -0.01 CREST ?77+310 43.7420 277+370 43.74 0.0217 277+560 43.77 60 430.35 -0.01 CREST 277+530 43.77 40 277+590 43.74 -0 .12
18 277+795 43.52 60 228.s2 0.02 SAG 277+765 43.5360 277+825 43.54 0 . 1 4
278+060 43.87 90 885.89 -0.01 CREST 27 8+015 43.8150 278+105 43.90 0.0420 ZTB+404 44.02 70 3809.03 0.00 CREST 278+369 44.0100 278+439 44.03 0.02
278+935 44.16 70 1331 .60 0.01 SAG 278+900 44.1420 278+970 44.18 0.0822 279+250 44.38 80 569.00 -0 01 CREST 279+210 44.3600 279+290 44.36 -0.06
23 279+545 44.22 80 455.79 0.02 SAG 279+505 44.2260 279+585 44.24 0 .1124 279+860 44.56 90 797 .24 0.01 SAG 279+815 44.5000 279+905 44.65 0.2225 280+110 45.10 60 502.28 -0.01 \ JT \EO I 280+080 45.0430 280+140 45.14 0 .1026 280+550 60 2787 .25 0.00 u t1trD I 280+520 45.5390 280+580 45.60 0.0827 280+815 45.84 80 '149.60 0.05 SAG 280+775 45.7 570 280+855 46.04 0.6228 281+040 47 .12 80 125.50 -0.06 CREST 281+000 46.9330 281+080 4 7 . 1 8 0.0029 281+270 47 . 10 90 127 .13 -0.08 C REST 281+225 47.1800 2 8 1 + 3 1 5 46.86 -0.71
30 281+585 45.02 60 67.93 0.07 SAG 281+555 45.1620 281+615 45.00 0 . 1 8
D I 282+275 .to. I il 60 340.76 -0.01 CREST 282+245 46.1070 282+305 46.16 0.00
32 283+674 46.14 70 422.84 -0.01 CREST 283+639 46.1 500 283+709 46 .09 - -0.17
33 284+065 45.49 OU 307.98 -0 42 CREST 284+035 45.5500 284+095 45.39 -0.36
34 284+200 45.05 90 2 8 0 . 1 9 0.04 SAG 284+155 45.1740 284+245 44.99 -0.04
VERTICAI- CURVE DATA
,Ut\I ir\"\t'v;i
GOVERNi!1ENT OF PAKISTANN]INISTRY OF COMMUNiCATiONSNATIONAL HIGHWAY AUTHORITY
ISL;\ iUABAD
coNsuLraNt: AssocIATED coNSULTri !c ENGTNEERS-
. i -_
- - - - a:E (FVr.)LTD
i . ' l i , " . D , . r' : ' ' .-a;"*-
.,, i ::: AssoclATED cotlsuLTANcY CENTRE (PVi.l LtD.
: ":,::.: , t . ' l osnANr& coMpANy {pvr . } L rD x lRAc l { l
PROJECI :
I ,DE ASSIS iEDFiOOD EiVIFF{GEN CY RECOJ\JSTRU CTION
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOAfI i\3. 2742 ?ak.
i.1z l o B u o .r8078 -T-RA' P n 1 j \ , l l
v=R'il{-:,Al c-li Fivi DATh
K.|,.27 4+A00 TO Km.296+700iL4IS]- IAKH - ALIABAD SOUTH BOUND)
D E5 lCr l 5c11LE i t T S
CHECKED DATE i ARCi t ,2 l l2
ACE-H iu(c)-TD-RD-0-i7auEv ilE:cRrirt orl D.\T-
VERTICAL CURVE DATA
. : ; { l -r: :.r, lv,ii-i **:1- .,::
. ' : J'.i.':'l>-=..-::..-i
35 284+531 44.89 60 671 .45 0.01 SAG 284+541 44_8920 284+561 44.90 0.05
36 284+915 45.04 80 293.80 -0.03 CREST 284+87 5 45.0500 284+955 44.98 -0.22
37 285+485 43.85 90 211 .11 0.05 SAG 285+440 43.9000 285+530 43.89 0.20
38 285+77 0 44.39 70 824.54 0.01 SAG 285+735 44.3090 285+805 44.48 0.29
39 286+010 45.03 80 243.44 -0.04 CREST 285+970 44.9570 286+050 45.03 -0. 10
40 286+365 44.76 90 159.81 0.06 SAG 286+320 44.7470 286+410 44.91 0.46
4 1 286+485 45.25 60 866.52 -0.01 CREST 286+455 45.1120 286+515 45.37 0.39
42 286+760 46.28 90 248.96 -0.04 L-t( E- | 286+715 46.1450 286+805 46.33 0.03
43 287+050 46.39 70 725.00 -0.01 CREST 287 +015 46.3900 287 +085 46.38 -0.07
44 287 +340 46.23 80 286.51 0.03 SAG 287r300 46.2280 287 +380 46.28 0.21
45 287+535 46.63 60 305.13 0.02 SAG 287+505 46.5470 287 +565 46.73 0.41
46 287+680 47 .17 90 290 29 -0.04 CREST 287 +635 47 .0170 287 +725 47 .24 0 .10
47 287 +938 47 .45 70 1745.43 0.00 CREST 287+903 47 .4160 287 +973 47 .47 0.06
48 288+220 47 .59 90 468.62 -0.02 CREST 288+ 17 5 47 .5840 288+265 -0.14
49 288+560 47 . 13 90 426.82 -0.02 CREST 288+910 47.2110 288+605 46.99 -0.35
50 288+950 45.86 80 146.48 0.06 SAG 288+910 45.9380 288+990 45.88 0.20
c l 289+410 46.70 90 439.37 -0.02 CR EST 289+365 46.6300 289+455 46.72 0,00
52 290+650 46.65 90 662.07 -0.02 CREST 290+605 46.6620 290+695 46.60 - 0 . 1 4
53 291+ 119 46.00 90 3353.18 0.00 CR EST 291+074 46,0630 291+164 45.93 -0.17
54 291+47 5 45.43 90 456.31 0.02 SAG 291+430 45.4780 291+520 45.42 0.03
291+870 90 2436.56 0.00 CREST 291+825 45.5070 291+915 -0.01
56 292+280 45.49 80 6490.46 0.00 CREST 292+240 45.4930 292+320 45.48 -0.02
57 292+560 45.47 90 314.79 0.03 SAG 292+515 45.4440 292+605 45.56 0.27
58 292+97 5 46.52 60 185.38 -0.02 CREST 292+945 46.4600 293+005 46.52 -0.06
59 293+550 46.20 80 837.26 -0.0'1 C REST 293+510 46.2330 293+590 4 6 . 1 5 -0 .15
60 294+060 45.44 60 589.85 0 .01 SAG 294+030 45.4760 294+090 45.42 -0.05
6'1 294+470 45.23 80 1666.89 0 .01 SAG 294+430 45.2400 294+51Q 45.22 0.00
62 294+780 45.23 100 751.45 0.0? SAG ?94+730 45.2120 294+830 45.28 0 .13
63 295+450 46.06 60 261 .04 -0.02 CREST 295+420 46.0410 295+480 46.05 -0. '1 0
64 295+980 45.59 90 239.45 0.04 SAG 295+935 45.5950 296+025 45.67 0.28
65 296+560 4 7 . 1 4 60 739.17 -0.01 CREST 296+530 47.A670 296+590 47 .21 0 .1966 297 +125 48 .18 90 134.23 -0.08 CREST 297 +080 48.1620 297+170 48.04 -0.4867 297+600 46.06 80 1 r 6.20 0.07 SAG 297+560 46.1800 297+640 46.08 0 .21
. . . :i ' : : - ' ' ; " ' : :
GOVERNfu]ETIT OF PAKISTA|!AIINISTRY OF COi!! i l iU NlCATIONSNAT]ONAL HiGHIVAY AUf HORITY
ISLAi!]ABAD
' on : , ' , : lo * \s : - r : l r ,T r . coNsuL: \ i c r : Gr r rE :Fs3'-'.
- l-. rct lnvr I '-roi : ' . t . , r ' : i '., ). :rq,;+-
,,,-,.:,...
' i: :.: ASSOCIATED CONSU LTANCY C EITTR E (PW ) I.]D..i;1.:: ISLAMABAD.
::.'i:,i: : : :
. osNrANra coiv pANy tFvi . ) LrD. KARACH
ADS ASSIST!iiFi-.OD Efu]ERGFNCY RECCi]STFiUCTION
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOAN NO. 2742 Pek.
' . 2J O E N O JBC73 -T,Rs
DRr\ri i']G I tlLE:
VERTIC,AL CUiTVE DATJ.1
Krn.270+000 TO Km.296+700(MtsHAl(H - AL_|AB/ \D SOUTH BOUND)
DES]GN :.-- SCALI
CHECKED DATE N I A R ' i J 2 D ' 2
ACE-Hu(C) -TD ,RD-017bD/'.TE
TRAFFIC MANAGEMENT PLAN FORRECONSTRUCTiON OF EXISTING CARRIAGEWAY=l= l_
t :
ISTAGE - I
5.00 Km.
TOTAL WIDTH AVAILABLE = 4.65m.
SOUTH BOUND ------r>
TRAFFIC KEEP ON PLYING-----l> ___-____>_
TRAFFIC KEEP ON PLYING -<-
,<- -+-N l r \E fTL l t r l n I l l \ l n
AVAILABLE W!DTH FOR*ol TRAFFTC ply tNc* .L OF EXISTING CARRIAGEWAY "<-
FLAGMAN - 2 EXrsrNG cARRTAGEWAy'<- .<-
CL]ENT:
)'i:i/i.
GOVER MENT OF PAKISTANJ\IINISTRY OF COMii j lUNICAIIONSi!AT]ONAL H]GHU/AY AUTHORITY
ISL.Aii.iABAD
ASSOCIATEO CONSULTING ENGINEERS.ACE {9VT. )LTD.li?n3.o:irL). !.!i.ei.! :..yi.,--s Oiris r.l
].]1i[11n]::|
ASSOCIATED CON S ULTANCY CE NTRE (PVI.)LTD.
o s A N t a , c o t e l P A N Y ( p V I . ) , i D K A R A C H I
PFOJECT:
1:',DR ASSIS TEDF LCOD EI/jERGEL\ CY RECONSTiiI. jCTIC
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE"B
LO.{N NC. 2742 Pak
DRAVll l | , . , t i ,nu "o.
I - ,ooau -a-*ot l l
;;- - --T,...--T--;L o r i U l r ' l l
.TRAFFIC MANAGEMENT PLAN
Km.27 0+O0A TO Km.296+700( i \ ,1 ISHAKH ALIAB,AD SOUTH BOUND)
cHEc(ED I sAF I DATE I MAy. 2ci2l t l
| | DRAWING NO.n lPPRovEo I i : iNR
AC E-H, \ l t {c } -TD-RD-0 i B
+FN
Fo)
$
| | l
ILoFtrF(,
(')+r.-c!
)(:',:..llr'\4
/-l '.../)
-.;*
SEP-TANKHM-170
SHOPS
N-5 NORTH BOUND
N.5 SOUTH BOUNDSHOPS
SHOPS
270+000
HM-1?O2 , 9 A 4 , ! 2 5 ' L 2 3l = 2 t r v + , : "
' - '
E = 4 L 4 , 9 3 0 " 9 3 4
E I v = 4 4 1 9 6
27! -C5C 270-r50 270+1302 r o + r ! 0 2 - t - 2 t 0 : 7 ! - : : C 27C+i0C
]M = 1000M ) lOR1M = 1OOM \€R
A SSOCIA T:O CONSULTA I']CY C:i\I TRE (PVT.) LTO.
osi,rANl&cotiPANY(P\.f.)Lro KA:tAcl-l
coNsurrA'\T: assocIATED col 'rsuLTrfrc ENcTNEERS,
--rt ;.-- -. acE (ovT ) LTD
' . l : , , l l r J : i . 5 ' n . , D n o
PRO. I€CT:
AD3 ASSISTEDFLOOD Eil]ERG; i. i CY RiCOfISTRUCiIC
PROJECT, NATIONAL HIGHVI'AYSSOUTH PACKAGE-B
LOAi! N-O. 2742 Pak.
oRAWN I [ ' rZ i JOB NO. i J8078 -T-RBD F ' t r " C T l
P L,i i i . l A i\ l l-1 FSOf lLf
STA. 270+000 TO STA. 270+35C
(SECTION foIISHAKH TO ALIABAD)
i\].5 SOUTH BOUI]D
s a a ! : I / S S P ! i . ' rD E S I C N
n:v i DEscR Piror 'r j carr
C H g C K E D
I DFA'dlJ.lG NO.APPRovEo UriR
I A cE-Hi!4 (c)-p p-RD-1 59
,;' .t:r.i t r i i ;1 .
GOVERN iUSNT OF PAKISTANMINISTRY OF COMI!]UNICATIONSNATIONAL HIG;.]WAY AUTHORITY
I S LA ltlJi 3A D
MiSHAKH
NOI REQUIREO
t-+F
Fau)
F.c.l
F@
E l v = 4 4 . 5 4 9
s=s:sS HOPS
o
SHOPS
N.5 NORTH BOUND
N.5 SOUTH BOUND . SHOPS
27C+5AA
SHOPS
N.5 SOUTH BOUND
SHOPSlllzT
F
=
SHOPSi € ,
BUS BAY
SCALES:]M - 1000M1M = l ooM
27[)+ J1O
HM - 171= 2 , 9 A 4 , 3 2 9 . a r
E = 4 1 ) , 7 . 7 9 . 7 7 7
27C-4C0 27C.i4_i0 27C+55C 2 ; C - 5 C 0 270+650 270+7CA
+
CLIENT:
NJ 14.jr. ,.
r : : : J . a - " i ;
GOVERNfoIENT OF PAKISTAI' ]i \4II I ISTRY OF COMfuIUNICATIONSIIATIONAL HIGHWAY AUTHORITY
lSLAilr lABAD
ASSOC]AiED CON SU L IANCY CENTRE (PVT.) LiD
OSI!]AIJI & COMPAIIY (PVI] LTD KARACHI
,4D3 ASSIS!ECFLO{iD Ei! ' iERG;l' lCY,R-CO;\,iS'TnUCTIO;\l
PROJ-CT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOAN flo. 2742 Pa:<.
' '112JOB NO J B O 7 8 . T , R B
DRA$]ING IIiLE
F L3. i{ AND ]:'Rl}FILESTA. 270+350 TO STA. 27$+7AA(SECTION fuIISHAKH TO ALIABAD)
I{-5 SOUTH BOUI]D
D E S I G N
CHECK=D OATE I APRIL ,2O12
ORAWINC NO.
ACE-Hil l(C)-PP-RD-1 6CDESCR Pito''j : !.:\'_fE
J,
H M - 1 7 3
2 , 9 D 4 , 1 L 7 - 1 3 3
E=4L4 ,491 . 156
E7't -- 44 .829
+t*
FoF
+F.sl
F
N.5 NORTH BOUND
N*5 I']ORTH AOUND
N-5 SOUTH BOUND zJT()F
=
UJzfI
F
=
:7f - l i0 270+AOO 270+t50 ? 7 0 + 9 5 0 27 +eCA
l i t : ll l l 7 : e r 9 1 9 ;d ; o i i t r i + oI b l + d i + 6 s
271+aaa274+754 :7C t00
C LLEsIT)'l i lri
.:.: ::::..
GOVER,\l l lEf lT OF PAKISTANMti\ STRY OF COtl lMUNlCATIONSNATIONAL HIGHWAY AUTHORIry
I3 LANNA 8,AD
ASSOC AiED CONSU LTAN CY CENTRE (gVT ) LTD
cs;,rAN: r ccr,{PANY (PVT.)LIO. KARACT']l
. - ; ASsOC,r r bD i ONi, i iL r lNG ENGrl .EcFS;.-_ \ 1_ acE (Pr/T. jLrD.
r r . i ' r , , ' = . " . r . r i " r , . . 1 ' r . ' , i r ' : , . : o ' .
PEOJECT:
-A D3 i\5S ISTEIFLOOD F'$ERGEi,'ICY R:COI,]STRUCTIOi,.I
PROJECT, N,qTIONAL HIGI.IWAYSSOUTH PACKAGE.B
LOAN f lo .2742Pak.
L,lz J O B N O , J B O 7 8 . T - R BORA\ jVNG TI tLE
i:LAl,; ir;!D PI{OFiLEsTA. 270+700 T(] STA. 271+450(sEcTloN ill lsHAKH TO ALIABAD)
N.5 SOUTH BOUI]D
O E S i G N
CHECK=D DATE
ACE-HU(C)-PP-RD-161.ESCRIP i ]CN D) .a i
P;lOJECT]
ADE ASS:S'If I]FI-OCD Ei.,;E,lGENCY R=COI]SiRUCTICi!
PROJECT, NATIONAL HIGHIVAYSSOUTFI PACKAGE-B
LO.n N NC. 2742 Pak.
2 , 9 A 4 , 9 4 4 . 8 4 3a : 4 \ 4 | 3 3 9 . 9 A 2Z ! \ t = 4 4 . 1 0 i
't+F-c.l
+F.
F
N.5 NORTH BOUND
HM-174
-N-5 SOUTH BOUND
N-5 SOur-zJ
OF
=
EIz=f
()F
E HNI - 1 l 52 , 9 O 5 , r ' 1 3 . 6 1 5
E = 4 L 4 , 1 ' l 2 . O 5 B
E i v = 4 4 . 7 C 5SCALES:]M = 1000M HORlM = 1O0M VER
27r +050 z7t )- ac 2 ; - i l c 27r +JCO 27r +350 27r -4CO2l i+254
GOVERNfulENT OF P,AKISTAj!ili,NlsiRY oF coivltolui.ttCATIoNsNATIOiTIAL HIGH!t/AY AUiHCRITY
]SLAfu]ABAD
ASSCCI,ATED CCi!SULTIt . IG EI]G]NEERS.acE ( i rv- j_. )LTD
{ T r 1 , : 3 p r n . t i o n E r ! i n e c : i , } S S t r : r i . . s O i r l s i o n l15 L. sLocK lioo:Lror?N irxr.r5.x) u:ofiE.n;r!!
: ,:. . ..:.:: ASSOCIATED CONSULIANCY CENTRE (PVT.):-iD.
=:..,. ]SLAMABAO.
osf,faul& coMPA Y (.6vt.) LTo KAnAcHr
i!lz J A C 7 3 . T . R t sDRriW \C T i!E:
ilt.r\id Ai! li ;.ni: giii.
sTp.. 271+050 TO STA. 270+400
iSECTION MISHAKH TO ALIASAD)
i \ I .5 SOUTH BOUND
OES]GN AS SriC'i,'N
CHECKEO OAT:
,Ac E-H i\r l (c)-P P -RD-1s2n:scRrFiai . i DAT:
roF.+F-
<v.t
F.
Fo
NORTH BOUND
6 N4 NoRTH BoUNDd - -
N.5 SOUTH BOUND uJzJT
F
5
ulzJ
r'F
=
= 2905404.564= 414016.44/
= 2 , 9 A 5 , 4 4 8 . ! 9 3E = 4 1 3 , 9 5 5 . 9 3 8
E l v = 4 4 . 3 3 9
SCALES:]M = IOOOM HOR]M = 100M VER
27 ' t + 4AA 2 . r+500 27. +550 27r +05C 2 7 ' + 7 O O : 7 r + 7 : C: r i + 4 : 0 27r-60C
CL]Ei!T:
GOVERNfu]ENT OF PAKISTA}II l I I I ] ISTRY OF COfo]MUNICATIONSi\I ,ETiONAL HIG:IW.{Y AUIIIORIry
ISLAiUABAD
ASSOCIATEO CONSULTANCY CENTRE (PVI.) LTO.
OS]''IAIII S COIJPANY (PVT ) LID. KARACI]I
i l .53 ASSISTEDFLOOD Ei\Ji:RG;NCY RECO i\IST R U CTIO N
PROJECI, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOi\N NO. 2742 Pak.
JOts f'to. JgO78 T RBDRAII/INGI'ITLE
P LF.i' i Ai':D PROrlt-E5TA.27i+400 TO STA. 27.1+750(SECTION MlSIAKH TO ALIABAD)
N-5 SCUTH BOUIID
CESIGN S'ALE r i l l r ' , r ' l
C H E C K E D DATE
ACE-H i\ . ,r(C)-P P-RD-1 63D-9CRrPTCi \ i D:TE
\ . . , /){;'-:'
/.:i''*'1,.*.'
+
aoI.-+i -oi
<Ftt)
N.5 SOUTH BOUND
N6 SOUTH BOUND uJz=1.
F
=
z=T
oF
=
RAISED MEDIAN WITII CURB STONEIWIDIfi VARIES)l*l- L't'7
= 2 , 9 0 5 , 6 6 3 5 1 9
E = 4 L 3 , 8 L 2 . A L ' l
F : r v = 44 .269
OUTER EDGE OF DESIGNEOOUTER SHOULDEREOGE OF DESIGNED CARRIAGEWAY {SB'
CENTERUNEEDGE OF OESIGNED CARRIAGEWAY ISA)
JNNEi EDcE oF oEstcNED TNNERsHouLDER
SCALES:1M : 1000M'lM = l OOM
HORVER
211-75C 27r +sCC 2/1+a3A 271+9QC 27i+93C 272+COC 272+C50 212:1CC
GOVERNi} ' IENT OF PAKISTANMINISTRY OF cOIvltolUNICATIOflsNATIONAL HIGi.I !V,EY AUTHORIry
ISLATNABAD
coNsuLraNr: Assoc|ATED coNsuLTtuc ENG,NEERS- ] enolecr '
r ' . 1 ^ ! r . v - ) t t o . i o n i l A S S I S I : f ]' ' n r s l r r o n r |
^ "
. . . ' : ' . ' " t . ,1 . . .9" . . 1 ' : . . . : . - , i r r Of i ' Frv l ;PG-: I rCY RECOI:S rHUCTrol l
.,::r,.,. I enotrcr, NATToNAL HIGHWAYS
iEfi osMAN,& co,,,FAi,y (pv'.) LrD. KARA.H,
I "olll Nc 2742 Pak
o o A l v , I t . ? i r o J \ o . ' J . r 0 7 8 t R g\ . r N / . L
p j_f,, N,,,..irt i,r p jqoFl !_E
$TA.271+750 TO STA. 272+1oo(SECTION foIISHAKH TO ALIABAD)
I.].5 SOUTH BOUND
r r :s icr : I AS lscALE r is s: io\ r \N
Rlv rJEscR P I oN I oer=
c i . r E c K E D I \ A - I D A - E | - . . . : :
I i DFAWING IIO-aPPRovEo i trNR I Acr-Htt{c)'pp-no-t s+
v+c.{F-
+e{F.FI
tt)
lrJz=T(JF
=
JT
(JF
=t iM - 178= 2 , 9 0 5 , 9 4 9 . 9 5 3
E = 4 1 3 , 6 A 2 . 2 6 0E I v = 4 3 . 9 7 2
SCALES:'lM = ]O0OMlM = 100M
HORVER
2 t -Z : ' t OD 2 7 2 ' 1 i A 2 7 ? + 2 C a 27?+350 : 7 2 - r a c 212.- !aA272+25a
CLIENT. , ,h l i i i r. ..'.'..
: : l i . : ,
GOVERI!MENT OF PAKISIANil l INISTRY OF COMI!]UNICATIONSi\IATiONAL HIGHIVAY AUTHORIry
ISLAi\NABAD
,'i.ir".i ,1i! ' . i=;.;., '
Jii:jr,'ri'-:,*'
1 i , , t
Acsoc t l - iD co ) su . . \ c hNGtNEERs . l " no l t , -
ACE (PVT.) LiD. Li.L]gASSIST=D( , ' u r ' ' : l i . r . 9 \ ? ' C : . ' . ' ) |{ 1I.r. . 'K: 'ooELr.$,r: i1iF(3."r1$oif-.a7.0 | FLOOD EIiIRaS]jCY RECOI:S-IRu CTli- l i !
p i r n r t r aT N jATrnNAr H IGHWAYS] I | \ V J L U
ASSOCIATEO CONSULIANCY CENIRE(PVT]LTO. I SOUTH PACKAGE-B
]SLAI,IABAD i
osMANre cosrpANy{Fv')Lrc. KARA', I ro, l l l l lo 27}2 Pak
NiZ JOB NO, J B O 7 3 . T - R BDRAV/INC ILILE:
f iA r \ i At i l PR0i i leSTA. ?72+1 00 TO STA. 272+45fr(SECTION MISHAKN TO ALIABAD)
i\t-5 souTt-l 30u,\iD
D E 3 I ' J N ( i ! ;rS SiiOi/:N
C H E C X E D OAiE
AC E-rJr'r (C), PP-RD-1 65ilEV DESCRJPTION DrlTE
frM-L"/9= 2 , 9 A 6 , 1 ' 7 1 . 3 6 5
4=4]_3 , 43ta 314
E 1 v = 4 3 . 5 3 5
\ . / ./*):'\'':'r.,1..1' '-..tr':.;'
t'
"--1.-iPYLON
or$sNF-ol
Fo
N.5 NORTH BOUND
N.5 I{ORTH BOUND
HOUSES
uJz=T
c.)F
=
sHoo
SCALES:]M = IOoOM]M = I00M
HORVER
!i,.
272+45C 272+ 3OO 271- a-10 2;2+5CC 27?+7AD 272+i3A ?i2-3CA
i t : Eg :E : ; f r i E
2/'2..a50
CLIENT: r'i:i: i':.'' i \ l l i r ' ,
: . . : ' . r
GOVERNi!1ENT OF PAKISTAN'V]INISTRY OF COfoIMUNlCATIONSNATIONAL HIGHWAY AUTHORITY
ISLAIT]ABAD
"lY!I" l* ' qssoc,,o reD coNSUr- No FNUrN :Rs-
acE {PvT.)LTD.I f , . f s l o . t a i l o . E n g i n e c r i ; r g S . r r i . . s O i v i s i . i r )
rr r.3r.oc( xo!LL row:r l-:r! rs[i)dflo^: a?ct
ASSOCTATED CONSULTANCy CENTRE (?V..) LTD.
OSltAfllS COtlPAi.lY (PVT.) LiD. KARACIJI
PSOJeCr:
ADF AS$iSTEI.)FLOOD EiliERG EI.IC Y R=COi!iJTRLIC'IIOtr!
PROJECT, NATiONAL HIGHWAYSSOUTH PACKAGE-B
LOAN i\qO.27..r2?a\<.
tltZ J03 NO J A | ) 7 8 . T . R BDRA.T i ING TILE: -
PLAi\l Ai' lD :tri. iGFlLE
sTA. 272+450 TO STA. 27?+800(S=CTION IVIISHAKH TO ALIABAD)
N-5 SOUTH BOUND
D i S I C N r.. s 5 i A ! E r'\S S lC!;N
CHECKED OATE
ACE -H i \ ]{C)-PP,RD-1 66R: ' D E S C A P T O \ ] DAT'
P Si . = 272+95J.xa= 2346429_i25= 11J262 aJo
r{)
+c")NN)
+6lF.N
saJ)
N,5 NORTH BOUND
N-5 SOUTH BOUND
o=
;+
=-l
(Jl-qE
qta-Jlr
l-
E
' \ /)(l,r-
,/ t '..-, t- _
: ]..i'
SHOOL
F
\"?
SCALES:]M = 1000M BOR1M = 10oM VER
272-AOA 27?+3CO 2 t- 2'9at) 27J-050 27i+ ' . )C
s t E,*
272+Z3A 273+tC0
\ l i t A ASSOCIATED CONSULTJNG ENGINEERS-ACE iPVI , ) LTD.
(1ia I sp o na1 ia n E ral i D t. I ntq S0'tr.s tir'tsi.rlt5 . L 3Lc.x ,1)D.L rc?/r t.xfr!.:.t:) j1a,ta ::i)
ASSOCiAiEO CONSULTAi\'CY C:]{TRS (PVT.) LTD,
os f , lANl& coNPANTiPVr ) ' TD. r<ARACf i l
GOVERNMENT OF PAKISTANMItI}STRY OF COMIUUI]ICATIONSNATIONAL HIGHWAY AUTHORITY
ISLAMABAD
PROJECT:
"qDE ASSISTEDFLCOD EI , I - ' iGENCY RECOi . ]S iRUCT]O; \
PROJECT, NATIONAL HIGHIVAYSSOUTH PACKAGE.B
LOAi\i NO.2742Pak.
liz JCA NO. JB|]78 -T-RAORA'VING iITLE
F !,'q N .tt i'l D i:iloF/lir
sTA. 272+800 TO STA. 273+150rSECI]ON M|SHAKH TA ALIABAD)
i'l-' souTH BjUND
oEs Gu scn L:
CHECKED DATE
ACE-i- l i \ {{c)-PP-RD-1 67AEV oESai i iP i ro i \ l OATE
\ , /)-i'l:..
/i'-"'r",.:.
::
Hl4 181= 2 , 9 C 6 , 6 1 5 . 3 7 a
E = 4 i 3 , 0 1 2 . 3 5 AZ ! \ / = 4 3 . 2 5 2
+i.-c{
Fro
+F.c.'l
<F
P. CLT N.5 NORTH BOUND
N-5 NORTH BOUND
N-5 SOUTH BOUND zf-C)F
=
N4 SOUTH BOUND
ut7
=T
F
=
SCALES:lM = ]0OOM HOR]M = 100M VER
271+r 5C 27 i+2AC 21J+25C 27i+;0c 27J+40O 27.1+.r5c 27J-50C27_r+i50
CL]ENI :- l . i r | , r
GOVERNMENT OF PAKISIANfolINISTRY OF COMMUNICATIOTISNATICI]AL HIGHW,AY AUTHORITY
I S LA iV;\ Br\ D
assoc|ATEDcoNsllLTrNGENGrNEERS- IPRoJE-cr:acE (PVr.JLrD. j ,a.D5 ,ISSIS'ED
( T r a . s F c i a i i . i E n l i i . e r i n t S . . / i . . s D i . r i s i o n ) 1
'*"''"'-""";::.:':;1,:;:;il- ''-'--' I pnolecr, NA.rroNAL HicHvvAYsA ssccrArED coN s, LrA N cy cEN rRE (pvr) Lro I sourH PACKAGE-B
Ics, j . \$ & ccr , rparytFvr rLrD KARAC|| | LOAN i io.27-. !2 Pak.
j,.]t'i:,'.,:l..,.:..1.
r-.:,.1:i
J O R N O . J3073 -T-f?3ORAI! NG TIiLE
Pi_A$i Al'tD F=Oi'iLE5TA. 273+150
' lO STA- 273+500
(s=cTroN ivlsHAKH To ALIABAD)N-5 SCUTH BOUND
o r -5 lGN ; . r - l S ' A L i
CI IECKED
ACE-Hi!1(C) PP-RD-r 63DESCR]Pi ICN
Y,:,,.,'.r\:i,r..
/::. , .,t;,.
ro+(.)D-C\t
|-
c
N-5 NORTH EOUND
=J
uJz=T
F
=
f
F
OESIGN RAISED IIl1EOIAN WITH CURBSTONE (WIOT}I V,ARIES) e uo. . ' l {-
- - l =OUTER EOGE OF DESIGNED OUTER SHOUI.DER
H M - 1 8 2= 2 , 9 A 6 , , 9 3 7 . 5 2 5
E = 4 7 2 1 l A i . 2 I 5
E I v = 4 2 . 9 4 1
EDGE OF DESIGNED CARRIAGEWAY (SB)
DESIGNED CENTER LINEINNER EDGE OF DESIGNED CARRIAGEWAY ISBI
INNER €DGE OF DESIGNED INNER SHOULOER
SCALES:1M = 1000M HoR]M = 100M VER
\,4"f:':\',.t
i!'
271+:5C 27J-6CO 2 J-:+554 27 J+ AAA 27i+35C
vPr iL = 4t .561
: 7 t - 7 C 0
CLIENT. . . ;
.t I i J , , ,
lr':: ': '
GOVERN|l lENT OF PAKISTANMINISTRY OF COiVIVIUNICATIONSNAT]ONAL HIGHWAY AUTHORITY
. ISLAMABAD
ACE iPVT ) l .TD.( l .ansncnr l ;o . E .g in . . r in ! l Sr . / i c :s O iv is lo f )
.1 j . | 3 i . .n r . . : ! ro r l l iExr
ASSOCTATEO CONSU LIANCY CENTRE (PVt )LrD.
osllANl a coiirpANY (PVl) LTD KARACUT
CONSULTANT PROJECT:
-i.,1]B ASSISTEDFLCOD -l.rl :RGENCY iIFCICNSTRUCTIOiI
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LCAN NO. 2742 ?ak.
i.,,2 . JOB NO JBO73 .T-RBDRAUIING TITLE:
::t.t.hi .Ai\iD FitcF!LEsT,A. 273+500 TO SIA_ 273'1850
{SECTIOII MISHAKH TO ALIABAD)I I .5 SOUTH BOUND
O E S i G t ] A5 SfiO\r./ri
DATE
ACE-Htui(C)-PP-,RD-1 69R:V FE; ' R P i 'T i DAT:
ef:##filiiee cu.veer 1lter.,ern = rs'oo 1lwrDTB = |lora - 0.e0 II tuv- r = qt nt
X't ::-.,,1'..'\t,.,"
.iJ'
L-M 183= 2 , 9 O J , 3 5 1 . 3 a 9
E = 4 1 2 , 5 7 3 . : 1 :
d ] v = 4 3 . 2 a 2
c.t+.fl'-c{)i\
o
c oL G r r n
+F.o{
Fo
IJJz=?
()F
=
N-5 NORTH AOUND
N.5 SOUTH BOUNDN.5 SOUTH BOUND
2 1 1 - 9 D C 214 - ) .C
P,CLT
: I ' I J D271-a5C 2t 4+ACO 274-O5C 2 / 4 + Z A A
MOSQUE
' - . ' : . .
GOVERNiUENT OF PAKISTAiv i \ l tsTRY oF couuuNtcATloNsi\I ,ETiONAL HIGHWAY AUTHORIiY
IS LAITlABAD
CL]ENT: l ^-
, r a r . , A S S O C . A T F D C O i \ 5 J - l l i l G t i , G r N t t R S- - - - , . - - : ; A c E l P V i ) L l D1 . i 1 - , r r . o r l ' : o _ , t ' a r , ' 5 ^ . J r i ! . ., . '
.riL!,
.i r L:ri.: assoc AiED ccN su LTANCY a ENTRE {PvT.) Lro.r::::i:',t,. TSLAMABAD.
ry: osi,rANrs cci,rr pAry rp,/r.) !rD. KARA.HT
/ r i - , ' , ^ S I I S T F Di-LOOD En4ER.i:i\ iCY RECOi\iSTiiUC iiCii j
PROJFCI ' , NATIONAL HIGHWAYSSOUTH PACKAGE.B
LOAI I NO.2742Pak.
f"tl . roB No. JBO78, 'T.RBDRA\']]INGTITLE
=Ln i' l Ai\f l; ' iLrFlL,ESTA. 273+850 l-O 5TA. 274+2gA(SECT]ON MISHAKH TO ALIABAD)
II-5 SOUTH BOUt]D
rJEStCi i r.S Sila)rrrrN
CHECKED OATE
A C E-Fj ' !1{C)-P P-RD,170R : V D : S C R P i C N
/::..\::..r; H M - 1 8 4
= 2 , 9 O ' t , 5 3 4 - a ' / 6
! , = 4 ! 2 , 3 ' 7 5 5 5 O
t l v = 4 3 . 4 3 2
+sF-c\i
t-
ol\|++F.c\|
Fo
N.5 NORTH BOUND
- N6 SOUTH BOUNO
lrJzt
F
E
WEIGH BRIDGE
a\ROON]
SCALES:lM = 1OOOMlM = l00M
HOR!€R
274+zAQ 271+ iC0 27.:+J50 27r 450 21- 4+aa)
/?
33 ; 3 i l e i i 3
zJ 1+250 ?74-400
GOVERNfulENT OF PAKIS'AI]tullNISTRY OF COt\lNl UNICATjONSIIATIO AL HIGHWAY AUTHORITY
ISLAM,ABAD
ASSOCIATEO CONS ULiANCY CENIRE {PVT.)!T!4.
os ANr & coi,rPA:.]Y (PVLILlD. KARACHI
PROJECT:
ADE ASS]3TEDn1z .JOB NC J A O 7 8 . T - R B
!RATJ'ING TI-'Iq
P;-t\i\i Ai.l D i:i iCi:iLfsTA.. 274+200 To sTA. ?74+550
{sEcroN rlrsHAKH TO ALIABAD)}I-5 SOUTH BOUIID
o E ! 6 l ,1s sf Q\ir'r.ir L_\Jiii, i:ivt-'-tbEi\t1- I xEUl-Jryi> I r\ur- | l\_,/l\l
PROJECT, NATIOI]AL HIGHWAYSSOUTH PACKAGE.B
LOAN NO.2742Pak.
CHECKED DATE
tii\[1DRAIVING NO.
ACE-Hll{A)-PP-RD 171REV DESCi i iP i roN DATE
+rqF.c!
:<F
lnro+r+F.c.{
io
N.5 NORTH BOUND
N.5 NORTH BOUND
N-5 SOUTH BOUND z=T
F
=
N.5 SOUTH BOUNDtu2
=T
O.F
E
H M - 1 8 5= 2 , 9 A 1 , 9 L 9 . 5 5
E = 4 1 2 . 1 6 6 - 8 0 5
E 1 v = 4 3 0 2 6
274+ 3-rA ?:4+a5C 274+7CD 271+ACC 274+350 2i 4+ACO2 7 ! + 5 0 0 211+15C
CLIENT: . ' ; r ' : , ' .i ' . 1 ! !A
' ' . . . ' . . . . .
GOVERI]MENT OF PAK!STANi!] INISTRY OF COfolMUI]!CATIONSNATIONAL HIGHWAY AUTHORITY
IS LAi!]ABA D
ASSOC AiEO COi.J SULTAI]CY 'EI\)TRE (PVT.)LTD.
O S l i A N i e C O P A i ' i Y I P V T . ) L I D K A R A C H I
r o \ sY lq \ : ASSoLTATTD co \ su r r ' r c rNc rNr rRS-
- _. ' ._' .- AcE 1ev] ) LTo
4 t , r , , . , t - { : r J , : . r . i , . q . , r s " . / . i : r . , i * u . ,. r . ' j ' .
neOJFCT
ADE. ASSISTEDFLOOD E'\,]ERGE\I CY RECOhJ STiiUCIiCi{
PROJECT, ]AI'IONAL HIGHWAYSSOUTH PACKAGE-A
LOA,\.i NO. 2742 ?ak.
l'l,Z JOB NO. JBO78 T-RBDRAVVING 1]'ILE:
P L.r:r i! AhiD PAt-ri!L=
sTA. 274-|550 TO STA. 2741900
(SECTION MISHAKH TO ALIABAD)
N-5 SOIJT}] BOUiID
oEstc SCALE r\a li iC!r'!1\i
CHECKEO OATE
DRAWING NO
ACE-Hr\,r(C)-PP RD-]72DESCR]PTCI ' I
c.l+F,c\a
F
zfT(JF
=
z-()r.
=
\1,,,/-r\::,.,
/,.:.' '' t::
Ji i M - 1 3 5
= 2 , 9 C A , 1 9 2 . A 3 1
a = 4 ! ! , 9 6 A . 1 5 4
E L w = 4 2 . 4 7 9
€ s @ 6 € S
+\i},-c{
F
\..,1,,\/,,:.
/"-:'t\t}t'".;
N-5 SOUTH BOUND
-:) -::-:1 :-= ---_ ----::-:i=:
€ 4 q
HOR\€R
t _l n i
27++900 214+234 275+C0C 2 7 5 + r 0 0 2i3+ZCa275+050 271+25C
CLJEi\]T:\ l l l ^' t .' .l
- : . . ' - . . -GOVERNMETI' OF PAKISTAN
I/lI }JIST.IY O F COfulMUNI CATI ONSilAi lcNA'- HtGliwAY AUTt-10RtrY
I S '.4 i!]A BA D
coNs{uLrANr: AssocrATED coNsuLTrNG ENGTNEERS-
, . : . - - AaE lPt , i . )LTD.' . j r . ' : r ' " . . o / , o . - . i :i,:;r:"iJ i15. L n .:c!: o.tLioilr(.xi:isrcrjrir,' 'r- :r;irtr
r::.',, . . i : 4 , : : l r ASSCCIA iEDcONSULiANcYcENTRE(PvT. )L tDj:li:a':'. sLArylaBAD.
i!:l os'iar & .o,re*r. rpvr ) L rc. KARA*rl
PROJqCT:
ADts ,q33 iSTEDF LOOD : tg lERGEiJC ' i RECOi !S 'RUCTIOT]
PROJECT, NAI-IONAL iIIGHIVAYSSOUTI-I PACKAGE.B
LOAi'i i\O. ?742 Pak.
ttz JOA J lC 'JBO78 T RBQRA\'uI.]G T]TLE
i : 'L.-4i! .Ai\iO f RGFii.-
5l A" 274+900 TO S'IA. 27 5+250
(SECTION MISHAKH TO ALIABAD)
N-5 SOUTH BOi ] t ID
SC;t,LE AS 3:.3'rr/r\j
C H E C K E O DATE
ACE-ft i \r{A)-PP"RD,173DESCRIPTICi\] ci,ra
QAZIAHMAD
oloc.r+l,(}F-cl.
n<D
N.5 NORTH BOUND
+roFc{
6 NORTH BOUND
N-5 SOUTH BOUND lrlzJ
F
=
r r l7
J-
F
=
RAJSED MEDIAN WIIH CIJRB STONE {WIDI}iVARIES)
= 2904544-i27= L l l 7 2 3 E 1 7
OUTER EDGE OF OESIGNED OUTERSHOULOEREDGE OF OESIGNED CARRIAG€WAY {SEI
OESIGNED CENTER UNELINNER fOGE OF DESIONEO CARRIACEWAY {SBJ
INNER EDGE OF DESIGNED INNERSNOIJLOER
SCALES:lM = 1000M HORlM = 100M \€R
r-;*l.ai---l
\--.,1ii:;l;'-;i-1\ " t " = n t t ' "
\
l7r ' i ra 2;-5- JAO 27 5- ]5C 275'+AA 275--00 215+t50 275-6aO
38.0C
( l ' l \ ' " l r
: . , c o N _ < u l ' r - A i r
A S s o c t A T F D c o \ . s u r l N G E i ' t c i \ l r R s l o P o r j c l :
.,,',,1, i --,,.i .,i 'r. i:;:'1, l,:l:::: i:1,::l::;:"i1":::;., I olooo Elr:RGE cy RFcc srRL,.roi;
_,r_.i-i.. I :1
,.,. ,. ;:1,:#;;;, :",",..,.,,-,. i pnoJscr, NAIoNAL HlcHWAys
GoV€RIIMENT oF PAKlsr 'AN . - , ' . . . t .o . , .o lo" . r i ' " " i t .ENTRE{pvr ' } l ro l sourH PA6KAGE-B
MINISTRY OF CO|UMUNICATIONS I : i*, ' rsLAiiaaAD It iATrOt\rAL HIGHIVAY AUTHORITY I i?'r3 L.OO* UO.2742 pak.
|SLAi\nABAD I j-,i
l:j osriANr a cor; PAr'rY iPVr') LrD KARAclrr
I
lr:Z JOA NO J4078 -T-RgDRATVING TITLE
FL;:iii A i'i D i'F:LCalLEsTA. 275+250 TO STA. 275+500(sEcTlofl MTSHAKH To ALIABAD)
NI.5 SOUTH BOUND
D : S I G I ] l S SCAr_i r'i i 31:C'ri.j
CHECXED DATE
ACE-Hil i(C) PP-RD'r74D: iCR]P i ]C i . ] DAi:
QAZIAHIV] AD
+u)F-c.t
F6
SHOPSt-_or' ' :
-,=
o For*oot ,o*L!
zJT()|-
=
FACTORY BUS BAY
, t fY l ; . . " roo QAZ I AH MADl M : l D o M V E R
H M - 1 8 8= 2 , 9 0 A , ' 7 3 5 . r 1 5
E=477 , a ' 75 . 208
E l v = 4 . 2 . 3 6 2
275+6n0 2 75+1AO z1-5. . , -5C 1 7 5 - 3 : O : : 5 - 9 O C 275+9502 i 5 + a 5 C 275+3CO
ASSCCIATED COI . ISULTING ENGINEERS,
iTranspor i : t io . Eng in . . r i . ! Sqr ! i c . r Dn, is ion i
ASSOC A1ED COt] SLILTAN CY CEIITRE IPV']LTD
osr,lAr,Jr & coNTPANY {PVT.) LTO. KARACUI
L i z . loB o. JBO73 ,T RBDRATTV l'lG TIiLE
FLAI.J Ai"]fI I 'FiC F]LEsTA. 275+6C0 TO 5TA. 275-i950
{sEcTtoN iv SHAXll TO ALIABAD)N.5 SCUTH BOUND
D : S a i t -qc.\LE ! : 5 t o . ' , l i
C H E C X E D
DRAWING NO.
A cE.f l l r l (c) 'P P-RD-1 75R!V
C L i E N T i ' ,N]-lil'.;:: 't, '...
Pqo. l fcT .
ADB, \SSi3" IED:LO,3D EI' 'JERGEN]CY RECONSIRUC'JOi.]
PROJECT, NATIONAL HIGHIVAYSSOUTH PACKAGE-B
LOA,\ NO. 27'\2 Pak.
GOVERNfuIENT OF PAKISTANMII]ISTRY OF COfulMUNICATIONSNATIOi\IAL HIGHWAY AUTHORIi/
IS LA.iUABAD DESCR PTiCI.I
I
!
s
E
PETFOL ruN"
B
rm'5,,,4
PYLON$
\HM- 13 9
2 , 9 0 8 , 9 2 2 . 2 4E = 4 1 1 , 4 1 5 . 7 3 1
E I v - 4 2 . 4 B Z
_-----.\.-
'i;'t.
+F.
. ( \ t
F
"r.'**W I(4+
a
luzJ
F
=
; -
ul\z\ - r
\ ( )\ \a: \ \ =r..1 \i:rtr \
i{r'j- 1 9 02 , 9 0 8 , 9 3 6 . 4 1 0
E = 4 i 1 - , 1 8 1 . 3 9 4
E f v = 4 2 . 5 8 4,,/
SCALES:lM = 1000M HOR1M = 1OOM VER
la.0c
275+950 275-COC 276+C50 2 7 5 + l 0 0 2 7 5 + : 5 0 274+20C 2 7 6 - 2 5 0 276+ iCC
l
, . t . , , - : . .
GOVERIIiUENT OF PAKISTAi\T/IIN|STRY OF COfu]fu]UNICATICNSNATJONAL HIGIiIVAY AUTHORITY
!SLAi!]ABAD
c o N s u l r a " J T : a s s o c r ^ i r o . o N r J L I r N c E l c r N I : . F i -
. j . . , . . . . . z .c ! iPv I / L | - l
' : r : : T s o ' r ' o r - ' i . s s . : " - ' : c i
t . . j I o i \ f r - \ ' o . !
:.:':-:.'ri:.: !i i: assoclAtED co NSULTANCY CENTRE {PvT.r!iD.
a:: a: rsLAivtaBAD.
i : . :7 .1j :1 ] , - osMANl& coM PAj !Y {P \ ,1 ) L ID XARACHT
\ t : J O B N O lB07d -T- i t3DR/'i^/ N6 tlirE:
FLAi.,i AND PRCF;LEsTA. 275+950 TO STA, 276+300(sEcTtoN MtsilAKH To ALTABAD)
N-5 SOUTH BO1JND
o E s t G , l 5CAL '
C H E C K E D
ACE-H jvt(C),PP,PD-t 76ri:r , D9scRtI,i !i.l DiI E
PROJECT:
' . ,D3 ASSISTEDF LO:Ji-r Eiif ERGFIICY RtCOI'lSTRLiaTlOr\l
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LO-Afl NC. 2742 ?ak.
= : " e ! 5 0 . J c 029C89€d.J0641i421 742
v,l'iV
O
ct+f-N
Fa
-P"'WEJGH
+l--N
a
=:.j
HM_ls1{t
L!zJ
IF
O€SIGN RAISED MEDIAN WIIH CURA
WALL
tlJzJ
T.F
OI]IER EDGE OF DESIGNED OUTEREDGE OF DESIGNEO CARRIAGEWAY
OESIGNED CENTER LINE
SCALES:1M = 1OOOM HORlM = l00M \€R
EDGE OF DESIGNEO CARRIAGEWAY (SA)
INNER EDGE OF D€SIGNEO INNERSHOULOER
J3.00
275. ! -JCC 276+J50 :ra- . icc 2 r5- 4:a ?76+55c 2 7 6 + a C C 2 7 5 + a - O2,- a '5CC
CLIENT:
GOVERNfu]EIIT OF PAKISTANN]INISTRY CF COi,IMUNICATIONSNATIONAL HlGHU/AY AUTHORITY
ISLArUABAD
ij, : i t i . i , ' .
i : i 1i :
l:l:--::rl. . i : : , :
ASSOCIATED COItSULTI i \ !C Ef lG{ i lEERS-A C E { i ' Y i . ) L T Di irl.:t.ri.i i.,: E.!st.i..g S.1,ri?r tr!i:.ni
ASsOC]AIED CONSU LTANCY CENTRE (PVT.)LIO.
ost\raNta coilPANY (F\rt.) tiD. KARAcHI
PROJqCT:
i iDti A.55tsTEDi:i-ac-l =ivtERGEi\tcY RECoNSTRLjct'toi ' l
PROJECT, NATIONAL I.IIGHWAYSSOUTH PACKAGE.B
LOAI! NO. 2742 P.,\.
t.1z JAOTA -T RBDRA'Y NG I i .E :
PLAN A| \JD PRCFILEsTA. 276+300 TO STA. 276+650
(sEcTroN HALA TO MORO)N-5 SOUTH BOUND
D L S ] E I scALe AS SF!arii
CHECKED DATE
ACE-r- j l r{C)-PP,RD-1 77r a / DESati FT OII D,\.iE
: 2 , 9 0 9 , C 8 8 . 9 s 5E = 4 t , c , ' / 3 1 . 4 5 i. n a 1 r = - 4 2 . 1 9 3
--;4
9 ? 3 1 i q s s : x i r ;
GREEN BELT
--qttw-1',1-
l 7 a - : r 0
QAZ]AHMAD
S trj ron+r eou,,io s
= 2909124.21?= 414720.719
2te+rfc 276+75Q
a E HOTEL
SHOPS
lJ)s+F-c{
<F6
=JT(JF
=
GREFN BELT
ffiBpso punlp
E
B
274+450
i r l r -191: 2 , 9 0 8 , 9 1 ' l . 4 8 4E : 4 1 0 , 9 1 4 . 8 1 1
EL . r = 42 .L28
SCALES:iM = 1000M HORlM : 100M VER
= 29AA97A.A7A= 4 1 0 9 4 6 . 6 9 1
276+ iDC 2 7 5 + 6 0 0 275+650 27a+5C0
C RCULAR
T = 56.409R = 225.000L = l l 0 5 4 0E = 6 .96 : lt J = 6 1 5 4
t1l
: ; : . . . . . : . . 'GOV;RNfu]EIIT OF PAKISTAN
Lt!NtsrRY oF c o Nl iu u fl lcATloll sNATIOi\ iAL HIGHWAY AUTHORITY
ISLAMABAD
ASSOCIATET CONSULTING ENCla. lEERS'acE {PV-l" l LTO.
l i r a n s t d r l i t , c n ! f 3 i n e e r i r g S c r v i . c s D i v i s i o n )4 s - L l L o c K r r . i E L r o ! v ! i : x i . r s i o r ) u H c i t : . 5 r i ! ,
ASSOCIATED CONSULTANCY CENiRE (PV-f.) LTD.
os rAur& coruPAi!Y (Pw.) LlD. KAilaaH
'. i:ri:i:. l'r'
'-: j
, t : : t ,: : :
P R O J E C T :
AD3 ASSISTSIFLC'' 'N =:\]ER€=I] CY RECONSTRTJCTiOi\I
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE.B
LO-Ai.J i!O. 2742 Pa:<.
.18078 -T-RA DRAlry]NC TiiI.E
P]_A|'I AT]D PROFIL-E5TA. 276+450 TO STA- 276+800(sEcloN tullsH.AKH TO ALIASAD)
N.5 SOUTH BOUND
DESIGN r i 3 S C A i E ; . s t c . r i
CHECKED DATE
. .r ,c E-H Mic j-P P 'R D-173DA'EL]ESC?]PTOii
HN-it42 , 9 C 9 , 2 6 3 . 9 8
r = 4 1 0 , 5 1 5 . 1 f 6a i v : 1 3 . 3 9 0
I *-u *o*;n uouro " HM-193
i r o+
F.l-c1a
<
tuz=T
F
2
RCULARQAZIAH[ /ADo = 0 5 4 6 ' 7
SCALES:1M = l00oM HoR]M = l00M VER
-i = 7Q.621R = 1401.000L = 1 4 1 1 2 J
! = 1 . 7 7 9u = 1 . 7 7 7
i 1 i+14! )
1.;"
o i ? q . t -r c l o I .
: c l d ! ?
n M - 1 9 32 , 9 4 9 , ! 1 3 . 3 5
E = 4 i 0 , e . 3 5 . ? 9 A
E iv = 42 . a i 6
GOVERI]MENT OF PAKISTAfu]INISTRY OF COiV] IdU NICATIO NSNATIONAL HIGHWAY AUTHORITY
ISLAi!]ABAD
.'.Yi-| ln " AssoctereD ccNsuLTrNG ENGlNEERs- l PRoJecr:
- . . . p 6 ; 1 9 ; , , ' , . ; t s , f : j r . : . r i s l t Ci!1. .i j rr: ' i:"': '!, 'r:l
i. ;:: '::::-::;.ff; '.:i;,. I rr-i.oo ri-qERGErjcy RFcoNSrRu crii-ti\l""'"' "' "' ' ' ' ,;; '.::.1;,:; ';:;f" '""-"
I rno.Jr,cr, ruArroNAL HIGHWAYS.;;a,
i:..i?"lli5:-****ycENrRE(pvr.)LrD. I SoUTH PACKAGE-S
. It l t . , osryr^N a conrpANy (t\ /r .r Lio. KARA.F
I LoAil No 2742Pak
] Z J6C73 -T.RBDR,+WING TITL!
PLAI! . i\ i ' iD P,: ' i 'FiL:
sTA. 276+800 TO STA. 277+154
(SECTION MISHAKH TO ALIABAD)
N-5 SOUTH BOUND
o!s icN : , . i a r , )
CHECKED
ACE-Hr/ l(c) 'PP-RD-l 79l:Ia
O A Z A n tvlA D
--,-,,----------1I F M - L Y , \
\ . = t , r o t , , ; c - ' 2 . 1 1 \i a = + l C , : 0 0 . ' u ' 1
\ r i v = q : ' 1 6 r \
: , q o t l q 1 a l
E - 4 L A , 2 5 3 . i 1 9
E I v = 4 3 . 6 5 6
+F.F-C{
Fah
HM-196
M-195* 6 -
SHOPS
uJzJT
F
=
@
SCALES:lM = 1000M]M = IoDM
HORVER
2 1 7 + 1 5 4 z7 7 -2 la 27 :-..254 277 - 3CA 2r7+aco 217- !5C 2, i'- SAo
' . . : , ' ;GOVERi! i ] ]1ENT OF PAKISTA}I
fo]INISTRY OF CO]UMU ICAT]ONSi]AT]ONAL HIGHWAY AUTHORITY
I S LA [']A B,A D
ASSOCIaTEO COl lS JL_r lNC ENGIr ' l :ERS-^ - r { r \ ) : ' r i A D S A S S T S L . .
l r . . , r s p o . i a t i . n E i E i f e e . t r g S e N i c . : C i i i s i o i l
6 L 3 r o . r r o r E ! r o ! { ! i . i i : r . c i : i u r o 4 . : : 7 . r FLCCD ii ' .,,]=itGENCY FI=C Oi.:I iT=.U CTIONPROJECT, NATIOI']AL H'GHWAYS
SOUTH PA'KAGE.Bl : i r s s s c c i 3 t i o n w i h
,, ,.': '.: AssocrArED coNSULTANcy cENTRE (pvr.)LTo.::!::.. ISLAMABAD.
. . | : .. , : l t
osr.raNrx corrrpAi\ry (pw.) Lro. KARAclr ] LOAN No 2742 Pak
i . t l J O A N O J3078,T.RBDRAIVING l1TLE
PI,AN AND PR-' FJ]-i:sTA. 277+150 TO STA. 277+500(s=cTroN ursHAKH TO ALIABAD)
N..5 SOUTH BCUND
oESic;:.1 . !s A3 5HO, ! f l
C H E C K E D
ACE-H i lr l {c)-P P-RD-1 E 0OESCR Pi:Oi.l D. Ig
n l , . ! ^i \ : t . . !
. .1 1 . . ' . 1 . . : . ,
GOVERi!fuIEN-T OF PAKISTANfu]II I ISTRY OF COMil lU!IICATIONSNAT;ONAL H]GHWAY AUTHORI-IY
IS L,A i!],ABAD
ASSOCIr ' \ 'TED COi{SULTING ENGIf . IEERS-ACE (PVT.] L ' I ' .
( l r n n s t i o i r . i i o . E r i ! J i ' r e e r n q S e r u i c c s D i v i s ' r r : )
r5 LsLocKrioo.r.roxN {Eir:Nsro\)L{rotsE irTDc
A S S O C I A ' E O C C N S U L T A I { C Y C E N T R E { P V i , ) L T D .
csi,taNr 3 cor/?aNY lPVI ) LTD KARACHI
+F-f--
<F
BOUND SHOPS
E +F-F--
,VEJGI
Fc,)=--
UJz=T
c)F
E
N-5 SOUTH
i1M-i9?2 , 9 0 9 , 6 4 8 . 2 ' i
l = z , t u 2 , ' 1 e -
F . = 4 1 0 , 1 l ' l ' 9 9 6
E \v = 43 ' 5 ] :
a = 2 7 7 + 3 i= 2909575.669= 410]64 J46
= la '22'0O R
V8 SNB g J . _ - .zJT
F r
=i
L
Q slops
X"'-r:;''
SCALES:
2J7 +500 2t-7+aca 271+a3A 21-7 'aAO 277+a5C
1M = ]OOOM HOR]M = 100M VER
277-7CO : 7 t ' ; 5 0
O E.\,I/ NG ITLE:
Fi_i{i. l *\ i ' l D F'ROFI L=
sTA. 277+500.TO STA. 277+850
(SECTION fulISHAKH TO ALIABAD)
N-5 SOUTH AOUND
PROJECT:
ADs ASSISI -DFLONI Ei\,,. i=RGE\ICY R5CONSTRUC IlOi.J
PROJECT, NAT]ONAL IIIGHWAYSSOUTH PACKAGE-B
LOAN NO.2742?ak.r\CE -H tul{ C) -PP-RD-l 81DE:CFI :PT Oi I
J
:Er
mo
+F.t -N
Fo
UI{
;-.1
+
" iM- l9 9
2 , 9 1 0 , 1 1 1 . 4 3 0E = 4 0 9 , 8 5 3 . 9 0 3
E i v = 4 3 . 7 0 8
N-5 NORTH BOUND
IUzJT
F
E
2 7 3 + i o o 213' t 3C
SCALES:]M = 1000M HOR1M = IOOM VER
QAZI AH MAD
: 7 7 " l : O27?+850 217+3DA 273*ar0c 2 1 = - O ) C z7a+2oo
13.,'._F.--\
WEIGH BRIDG
|,!,1"t ' on"o",o-ro "orjsur-TrfJG
ENGINeERs-;i.,r.\ji AcE (PVi.) LTD.l t i : i : i i { r r i n 5 r o r l . t i ! r E n g n , e e r l n q S e . v i c e 5 D i v i s i c n )
CHECKED
JoB ro. I JBcz€ -T-Rs
sc^LE i
As s|oc'r-----T------oArE
I APq 1.2. i2
DR!T/'\G,\{}ACE-r-r r(c)-PP-RD-r 82
P F O J F C ] :
ADB ASS I5'IE tJF l*a:l l Fi\I ERGENCY RECOr'' l Sl-Rir CTIOi\r
PROJECT, NATIONAL HIGHIVAYSSOUTH PACKAGE-B
LOAN llo. 27 42 Pek.
;;J
t i .
. N 5 o f n u H c R : , i 1 : ! 1
ASSOCTAIED CONSULIANCY CENTRE (PVr.) LTD.
o s t l A N r & c o r , r P A N Y { ? \ . . ) r - I D . K A t o A C H i
i \ i ; l t
; . ' - , ' . : l ; ' '
- ASSOCIATED COIJSU'.TI IJG ENGINEERS-A c E ( P V i . ) L T D .
{ r r i n 5 r o r l . i i ! r E n g n , e e r l n ! r S e . v i c e 5 D i v i s i c n ). N 5 o f n u H c R : , i 1 : ! 1
ASSOCTAIED CONSULIANCY CENTRE (PVr.) LTD.
o s t l A N r & c o r , r P A N Y { ? \ . . ) r - I D . K A t o A C H i
DRA' / iNGTIT! ,€ :
GOVERNi!]ENT OF PAKISTAi!ivl tNISTRY oF cotulMuNlcATtoNsNATIONAL H] GHWAY AUTiIORITY
lSLAI/ lr \BAD
j :LAi! Ai,i L: lrROFtLi:
5TA. 277+850 TO STA. ?78+200
(SECTION MISHAKH TO ALIAEAD)
N-5 SOUTH BOUi !D
= 29 ' tO?47 O5 i= 4097E9 66d
l io = 274+= 2910JC5.024= +097i6.1i5
()+F.c.t
Fo
a
ul
=-()F
=
=
F
=
44.00
2 7 8 + 1 5 c 214+ZAC 2i?+2ao 214+JaO ?,-a+ 1ca 2i8+4aC 274+500
0 = 01 2d58I = 4 1 . 2 1 3R = JsOO.COOt = 82 .4J2
= 0.22f ,V = 0.241
HM-2002 /9 rO | 326.8 ' ,1
E = 4 0 9 , ' 7 3 1 . 3 2 0l t L v = 4 - t - J d l
EOGE OF OESIGNED CARRIAGEWAY ISAI
INNER EOGE OF DESIGNEO CARRIAGEWAY ISB}INNER EOGE OF DESIGNED INNERSHOULOER
SCALES:lM = 1000M HOR1M = 1OOll \€R
: i 5
21A+3aA
CLIENT: _ : .1 ' i :' : \ 1 ! l A'! \i !:!-!
, , - : ' i , '
GOVERNi\ lEIIT OF PAKISTANfu]INISTRY OF C OiV] I!] U N IC,A TIO FISNATIONAL HlGHWAY AUTHORITY
}SLAiUABAD
J r , i ' t1 ' f i . -
1*;'r,,:]i:'
. : ' ' : : : . : i
rli."a,
1 f i i j1:!.:i
ASSOCI ! \TED CONSULI I I ' lG ENGINEERS-ACE (PVi . l I -TD.
(T.a jrspo.iat'cn af 9in?.rl r!j S.rvices Oivisinrl_.;rsroJr:L^:ros! 51r,
ASSOCIAIEO CCNSUL'TANCY CENTRE {PVI) LIC.
osi;iANra cor,rPAIY IPVT lLTO KARnc|ll
ADE ASSISI ; IFLOOD =i'IIERGE C',/ RECC'!StRU CTIOi' l
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN NO.2742Pak.
i ,1z -JOB NO. J A O 7 8 . T R FDRAWNG I ILE
P!-.{; j j-\ i \ iLr PROFiLi
sTA. 278+'150 TO 5TA. 278+500
{SECTION MISHAKH TO ALIABAD}
N.5 SOUTI I BOUND
DESIGi I ' \ . AS Sfa l ' i i l
cIEcKE0 D,AiE
DRA'V iNC NO.
AC E -H MiC)-P P-RD,J 63l )€Sca:TO\ i C.Lra
HOTEL
+l.-sl
<F
WEIGH BRJDGEFACTORY
&
N-5 NORTH BOUND
z=T(.)|-r( ,/=x
/.:./;dl
*l
N-5 SOUTH BOUND HM-201 N-5 SOUTH BOUNDutz=T
F
EHM-2 01
2 t 9 L 0 . 5 5 8 . 1 IE:449 / 59 '1 .L4r
L 1 ] / : 4 J . J v l
+
278+5C0 273+aCO 27A+650 278+7aA 274+150 276+80C 274+EaC
HOTEL [,4OSO-
273-550
Cl,iENT: --r;':' i '.\ i r i , . ,l ' : r L
; : . : i ' : : : . . : .
GOVERNiTIENT OF PAKISTANt!1tNl6TRY OF COfq[1Ut]tCAT]0]lsIIATIOIIAL HIGH'N/AY AUTHORJTY
IS LA JlIA,9A D
ASSOC ATED CONSULTA NCY C€J.] iR: {PVT.] :TD
OSi.lANl & COr,lPAi!v lPVt ) r-lD kARAclll
coN s3:l-T-qNr: .As soc IATE D co N s u LTr i.r c E N G JN EERs_
_1 - r,c; tPvT,l LID,
' , . , , ' " t o ; " " : r l F r n ' ' D r i o
't'.::r'::;a i5_r+ i ' . r ld ,F? . r5 : ; rs : . : ' r r i : r l ;$
P R O J E C l :
ADE l \SSlS i -DFLOOD =I]IERGENC\,, TiECOiTSTRUCTJC:'J,
PI.iOJECT, NATIONAL i. iIGHWAYSSOUTH PACKAGE-B
LOAI\ NO. 2742 Pak.
l,)tz JOts NC. J B O 7 8 . T . R 3DBAWING TITLE
tr j_..1 Ii Ai\l j ] FRi)i;L::
STA. ?78+500 ' i-O
S'IA. 278+850
(SECTION MIISHAKH TO ALJABAD)
N-5 SCUTH SOUJ\JD
DESIGN AS SllQ'iri '
CHECKEO D A I E
ACE-HM(C) -PP-RD-184i tEV i DEScRiPToN
rf,.1.
F.c'I
sF6
HM-2 0 2= 2 , 9 1 0 , 8 3 9 . 4 2 2
E - 4 0 9 / 4 1 9 . 0 9 1L r v = q 3 - t a z
o'-- ,{
/'--Il*,/;.i.. ir-l.
jrt
' :
FACTORY
,lz1f l' r l
9tal=l
I
N-5 SOUTH BOUND e N-5soufrx aouruI Lll
l=I T
is)IElEII
D
1M = 1O00M HORlM = 1O0M VER
278+450 _ i 8 ! , c o 273+950 219+ACA ZJ9-1OO 2 - 9 - i 5 0 719-2AO
vPt EL = 44.150CURVE LTN = 7O.OOOK = lJJ r 596
i l ; d ? l ' i ! E: T I J 1:5 ; ! : ; i i !
45.OOl
27-o+C:C
CL]ENT
tr;il.. : :, .1' , . ,
GOVERNMENT OF PAKISTANMINISTRY OF COiqMUNICATIONSNATIONAL l-ilGl-j'JvA'/ AUTHORIT'/
I S LA ]!]-A BA D
.9!?.-.- r l ! - '
:,,i::-,:.1,r:r_:i'r;t3{ 1 , , d
ASSOCIATED CONSULTING E i !GINEERS,A C E l P V i . ) r T D .
{ i r :ns ' ro . t r i ion :n ! i in .a rn ' ! Scr , i ces D iv ts ic r l
ASSOCiATEO CONSULiATCY CENrRE (pvt) LTD.
osr,fAN & cor,r PANY {PvT.) LTO. KARACHI
P R O J F C I :
AD: ASS]ST;i)FLOOD : i i ; l I i tGElr!CY RECONSTR UCaloi\j
PROJECT, NATIONAL I I iGHWAYSSOUTH PACKAGE.B
LOAN i\lo. 2742 Pak.
l t z JOE NO JBO78 T.RBDRAWING TITLE
i lLr\i\ i ,.,, I iD FROFiL=
sTA. 2781850 TO STA. 279r2QO(SECTIO'\I MISHAKH TO ALI,EBAD)
I]-5 SOUTH BOUJ\ID
o EStGt'i S AS 5rlO|r;N
CHECXED
DRAWING NO.
ACE-HM(C)-PP-RD-185i . / D=SCRt i r t oN
ADB A:JS lST:DFLOOD EfuIERGENCY RE';Oi]STRUCTIOi\J
PROJECT, NATIONAL HIGHWAYSSOUTH PACKAGE-B
LOAN tlo. 2742 Pak.
o(\l
F.C.l
Fo
t:*- N.5 NORTH BOUND e
hnsouNp /I I J I Y ,Z | , / ;X-. . -i l / i
J ' . 1
' :
f r lr - l< l=l
I
I
N-5 SOUTH BOUND
NOT REQUIRED
II IJJz
i=] T
I Ft <
l=SCALES:]M = ro00MlM = 1O0M
HORVER
w-2032 , 9 L I , 2 2 2 . ' 1 1 3
E = 4 A 9 , 1 9 4 . 3 2 6t l r v = 4 ! l . u J /
2 i -9+2OO 279+35C 279+ !3C 279 i5C0 3 r 9 - : l o
CURVE LEN = aO.CoOK = 569.001a = 0 . 0 1 4
CURVE LEN = AO.0C0K = 455.794a = 0 . 0 1 8
279+i0C 279+4Cl
CLIENT: .:'::,::':..,1{-i':'..
i-::': r:: :: '
GOVERNfolENT OF PAKISTANfo]I NISTRY OF COil lMUNICATIONSNAlIONAL HIGHIVAY AUTHORITY
ISLAiUABAD
' ASSOCIATED COI]SULTING ENGINEERS.ACE iPVT.)LTO.
(r 'a ' rspoi lat io. E.gi .eer i r ( s . i , ic .s Lr i ! is io i l.:5 L jLncK vo..! ror:: lExr.lsor).^,rJni;..qt!
ASSOCIATED C CNSULIANCY CENTRE {PVT,) LID
O S i A N T & C o l r l p A N Y ( P V T ) L t D . K A R A C T j I
i.,a .roB No. J B O 7 8 , T - R B
F'1..4 i. '] A ]I] PRLTFJIEsTA. 279+200 TO STA. 279+550(sEcTroN ursHAKH TO Aj-TABAD)
,\-5 SOlj"l'!-1 BOU:\lD
q r : ! O r . , l
CHECK€D
ACE-Hivr(C)-PP,RD-r 86R'V D:SCRIP i ]O\ ] DA ' iE
Y".-,/j*+'l
;r''
HM-2042 , 9 \ L , 4 8 9 " 6 2 ' 1
E : 4 0 q , 0 2 4 . L 3 9
E I v = 4 3 . 8 5 3
&
rD
+i.-$l
<F@
N-5 NORTII BOUND N.5 NORTH BOUND
oo)+
,*; N.6 SOUTH BOUND|ltzf
|-
= ,,. /
xQ,...-1:t"
.;SCALES:lM = 1000MlM = 100M
HORVER
?79*5a0 2 7 9 + a C 0 279+6:O 279 - 1AO 279-AOO 279 i a5O l : l + I C O
VPI EL = 44.550CURVE LEN _ gC,OOOn = 797.244E = O . O r J
..1 n..! .l: : + ;
l ,
. r 1 I
?73+7 50
CL ENT:t ' l !
' ; \
. ' ,'::r i:-:.-ir.:,
GOVERII I I IENT OF PAKISTANMJNISTRY OF CO i l ] M IJ N ICATION Si \ IATIONAL HIGHWAY AUTHORJTY
IS LAi I iABA D
ASSOCIATED CONSUI-TI i \ IG ETJGINEERS-A C : { P V l . ) L T O .
il'rirsportalion Engi..crln! S.ryi.cs Laivirior)i3 : i l . { i , i , : . . rL i . r r r : i l { i - r r6 r . r le . ^ . ! r . r
ASSOCTATaO CONSULTAi!Cy CEi!TRE lpvr) LTD.
os Ai\i & cor,rPA\]Y {PvT.)LTo. KARACHI
CONSULTANI ' :
,I:,DF ASSI:]TEDFLCIOI i i1.ri:RGENCY RFCOniS'IRUCTIOi' l
PROJECI', I]ATIONAL HIGHWAYSSOUTH PACKAGF.B
LCAiI NC. 2742 Pak.
i,i JOB NO. J3073 .T.RBDRAVN.ING'ITLE
al.lni r\llD PRO91LEsTA. 279+550 TO STA. 279+900(sEcTto r lvtsHAKH To ALTABAD)
l]-5 SOUTH BOUi\lD
DESJGN S'ALE
CHECKED OAIE
ORAU/ING NO.
ACE-HU(C)-PP-RD-l 87tE,/ DErCl iFT iCf i
