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F@R TtrNDER @NLV
COI/ERNUENT OF PAISSf}NUffISTRY OF COIIUUNICATIONSNAllON;], ITIGETAY AUTHORIIY
DESIGN CONSULTANTS :
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PROJECT TITLE :
}I,OOD EITERGENCY RECONSTRUCIIONPROJdCT FOR DESIGN AND
SUPERYISION FOR NORTII PACKAGE
TIILE :
PESHA'Ii - RAidAK N-55(PACKAGE - rlr)
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SECTION 1148+141 TO 1152+027.OO
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GOVERNMENT OF PAKISTANMINISTRY OP COMMUNICATIONSNATIONAL HTGHI{AY AUTHORITY
OESIGN CONSULIANIS : PROJECT TITLT :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVIS ION FOR.NORTH PACKAGE
T|TLE : I oRlwrr.rc tlTrE ,
pESHAtrAR - RAMAK N-ss I- (PAcKAcE - rrr) I suEET INDEXFROM Km1032+000 T0 Kmt22g+000 |
RH- I 92-FERP-N55-GN-P3- OO2
IItIIIITIITIItIIItTIt
l .
GENERAL ]ALL DIMENSIONS SHO\ART IN DEGREES. M IN
EACH DRAWING SHALL
GRID COORDINATES AI.
EXISTING LEVELS, DIM(
LOCAL CHANAGES IN IAS PER S ITE REQUIRE
STRUCTURES SHOWN (SEE RELEVANT DRAWIN
LOCATION OF UNOERGDETERMINED 8Y THE C
ANY DAMAGE DONE TCTO THE SATJSFACIION
THE CONIRACTOR SHACONSIRUCTION OF THIMAINTENANCE. SPRINKLCOST.
RETAtNtNG/EREAST/PAfPAVEMENT .STUDS ANDBY THE ENGINEER. COSHALL SUEMIT FOR AP
BTTUMEN COAITNG (2 (MATERIAL/EARTHEN FA(
FOUNOATION EASE OFFtRM/HARD/ROCKY STf
THE ENGINEER MAY VANECESSARY TO CONFOITHE WORK. ANY SUCH
IHE ENGINEER SHALLAND IHE INVERT ELEVICULVERTS. THE ENcINETHE PLANS WHERE HECLAIMS FOR EXIRA CO
THE ENGINEER SHALL IROUTE. HE MAY ADD, IPLANS WHERE HE MAYCLAIMS FOR EXIRA COI
FOR PURPOSES OF THCONTRACTOR DURING T
ADJUSTMENTS IN SUPEITHE I IME OF FINAL DECARRIAGEWAY IHE SUPIROAD.
THE LOCATION OF CRO:SUPERVISING ENGINEER
1 0
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1 4
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1 7
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VOTES
/N ON PLAN AND PROFILE DRAWINGS ARE IN I /ETER WHERE AS ANGULAR MEASUREMENTSUTES AND SECONDS (360' T0 A CTRCLE).
8E READ IN CONJUNCTJON WITH OTHER DRAWINGS.
rD TLEVATIONS ARE BASTD ON SOP DAiUlvt .
:NSIONS ANO TOPOGRAPHY REPRESENT CONDITION AT THE T|ME OF SURVEY.
IO-RI-ZONTAL/VERTICAL ALIGNMENT MAY BE DONE WITH PRIOR APPROVAL OF THE ENGINEERVENIS.
N PLAN/PROFILE ARE SYMBOLIC. FOR DETAIL OF STRUCTURES AND PROIECTION WORKSGS.
?OUXD CABLES/UTILITIES SHOWN ON PLANS ARE APPROXIMATE, EXACT LOCATION SHALL BEIONTRACTOR AI HIS OWN COST.
THE uTlLlTlES DuRlNG EXcAVATIoN/ExEcuTloN oF woRK SHALL BE rN/MEotATELy REPAIREDOF CONCTRNED AGENCY 8Y THE CONTRACTOR AT HIS OWN COST.
-L BE RESPONSIBLE TO CAIER FOR ALL TEMPORARY IRAFFIC DIVERSIONS EEFORE STARI OF: ROAD TO IHE SATISFACIION OF ENGINEER INCLUDINC OETOUR ROAD AND SING OF WATER. GRADING AND COMPACTION WHEN AND WHERE REOU'RED AI HIS OWN
IAPET WALL, GUARD RAIL. CONCRETE CURB STONE, FOOTPATH, REFLECTIVE MIRRORS,OTHER ANCILLARY ITEMS SHALL BE PROVIDED AS PER SITE REOUIREN,IENi OR AS DIRECTED
\TRACTOR SHALL PREPARE THE SHOP DRAWINC FOR EACH ACTIVITY/EACH LOCAIION ANDPROVAL TO THE ENGINEER PRIOR TO CONSTRUCIION
]OATS) SHALL BE APPLIED ON CONCRETE SURFACES IN CONTACT WITH BACKFILL, L .
REIAINING SIRUCIURES AND DRAINACE SIRUCTURES SHALL BE PLACED ONIATA.
RY THE CUT SLOPES, FOUNDATION AND OTHER FEATURES OF OESIGN AS HE DEEMS?M To rHE suBSuRF.a,cE coNDtTroNS AcruALLy ENcouNTtREO DuRrNc rHE couRSe oFCHANGE SHALL NOI ENTTILE THE CONTRACTOR TO ANy CLAIMS FOR ExTRA COMpENSATIoN.
]ETERMINE IN FIELD THE FINAL LOCAIION, AXIS ORIENIATION (OR DIRECTION OF FIOW).'TIONS OF ALL STRUCTURES INCLUOING ANY SIRENCIHENINC ANO EXTENS|ON OF EXISIINGER MAY ALSO ADD, OELEIE OR ALIER SIZE OR TYPE OF THE STRUCTURES AS SHOWN ONMAY DEEM NECESSARY. ANY SUCH CHANCE SHALL NOT ENTITLE THE CONTRACTOR TO ANY\,lPENSATl0N.
)EIERMINE IN THE FIELO DESIRABILITY OR OTHERWISE, OF RIPRAP PROIECIION ALONC)ELETE OR CHANGE IHE ryPE OF PROTECTION OR THE LENGTHS AS SHOWN ON THEDEEM NECESSARY. ANY SUCH CHANGE SHALL NOT ENTITLE THE CONIRACTOR TO ANY
vlPENSATION.
S CONTRACT. THE AOOITIONAL PLANS AND DRAWING SHALL BE ISSUED TO THElE COURSE OF HIS WORKS AS DEEMED NECESSARY BY THE ENGINEER.
TELEVATION TRANSITION LEruGTH (TT) DUE TO PHYSICAL CONSTRAINT SHALL BE APPLIED ATJIGN. AI LOCATIONS WHTRE AOOIIIONAL CARRIAGEWAY IS JUST ADJACENBT TO EXISTING:RELEVATION WILL 8E OBTAINED 8Y REVOTVINC AROUNO THE INSIOE EDCE Oi iiii l ir.rC
;S DRAIN HAS BEEN SHOWN WHERE POSSIELE. EXACT LOCATION SHALL BE FIXED BY IHEAT SIIE,
FOR TENDER ONLV ; ' ,t" I t ' . , l !\ i t , i , .- . ." , : ' . f
CLIENT :
,'i,iilit covERNMENT oF nAKISTAN;': , i i : MINISTRY 0F CoMMUNICATIoNSJJfaI. NATIONAL HIGHI{AY AUTHORITY
DESIGN CONSULTANTS :.S Enq ineer ino Genera 'tZ Co isuhanr ; EGC {pvr ) L rd .
A\A\ -!".lftri- Jr"hno'con,uLt. L,:,. lr. l" l^i.9,.c",! i,.t, t-, t. iY,-' J nl c r n a ! i o nal
PROJECITITLE
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISTON FOR NORTH PACKAGE
I I I L L :
PESHAIfAR _ RAMAK N-55(PACKAGE - r r r )
FROM Kml032+000 TO Km12pB+000
ORAWING TITLE :
GENERAL NOTES
OESIGNED : Y.r. ORAWING NO.
9D-RH- I 92-FERP-N55-CN-P3- 003DRAWN M . X .
REV OATT {PPROESCRIPTIONCHECKEO : DATE :
M Y , 2 O r 2
)LALC
N_l 0
REV.
APPROVED :
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ITTIItItItTIIIIItIIII
PESIIAWAR
Package-III(Ker06S-K!a1066), (rmrr26-rErtg4)& (fmt148-r-1t62)
Package-II(rEg36-rE96O) &(8m062-Kmss5)
Package-I(KBE?2-rE8?6) &(Kmoeo-K8900)
RAMAK
KPK MAPFOR TENDER ONLV
GOVERNXEN! OF PATISTANxnflsrnY OF COI!{ITNICAIIONSNAI'IONAI. NCS'AY A(MIOSITY .r.,. r,*"$Sn"r *r.. -''W *;l#;1"#"
PROJECT 1TITE :
rLOOD EIIERGENCT EECONSTRUC.ITONPROJECT FOR DESICN ANI)
SUPERYISION FOR NOR1E PACKAGE
TITIJ :
PESEATAR - RAUAX N-55(PACXAGE - m)
FROM rml032+000 To K;1228+000
DRAWING 'IIITE :
PROJECT LOCATION PIJIN
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SYMBqts
BUILDING, HOUSES,HUT & SHOP
LAND ACQUISITION
MOSQUE
TOMB
GRAVE YARD
HAND PUMP
WELL, TUBE WELL
POND
TREE
ORCHARD
BUSHES
CULTIVATED LAND
TELEPHONE POLE
ELECTRIC POLE LINE
LIGHI POLE
PYLON
CULVERT, ERIDCE(EXrsnNG/PROPOSED)
DMIN, NALI.AH & CANAL
EXISTING ROAD(MATALLED ROAO)
BUNDS, DYKES
DIRT TMCK
ABBRNVIATIONS
rrrr!
HPo
Qwrlr- @r.w
TRAVERSE POINTS
ROAD CENTRE LINE(PRoPosED)
PAVEMENT EDGE(PROPOSED)
SHOULDER EDGE(PRoPosED)
R. o. w (PRoPosED)
POINT OF INTERSECT]ON
SUI CAS & WATER PIPE LINE
UNED V'ATER COURSE
UNUNED WATER COURSE
FENCE
GRID LINE
sPoT LEVEL (Typ.)
ROAD S|GN 0N PLAN)
EXISTING GROUND LEVEL(PRonLE)
FINISHED GRADE LINE
C/WAYS IN PROFILE
CULVERT IN PROFILE
IN PLAN
B.M
BR.
E
EGL
I . K . L
HOR
LT
M/c
MAX.
MIN.
N
N.S.L
NGL
PERCENT
BENCH MARK
BRIDGE
CENTRE LINE
EASTING
EXISTING ROAD LEVEL
EXISTING GROUND LEVEL
FINISHED ROAO LEVEL
HORIZONTAL
LEFT CARRIAGEWAY
MAIN CARRIAGEWAY
MAXJMUM
MINIMUM
NORTHING
NATUML SURFACE LEVEL
NATUML GROUND LEVEL
P.S.D PASSING SIGHT DISTANCE
PRM PRIMARY REFERENCE MARK (SURVF/)
R.O.W. RIGHT OF WAY
R/C RTGHT CARRTAGEWAY
RBC REINFORCED 8OX CULVERT
RCPIRPC RETNFoRCED CONCRTTE P|PE
RSC REINFORCED STAB CULVERT
RT RIG}ff
S.E/e SUPERELEVATTON
S.S.D STOPPING SIGHT OISTANCE
VER VERTICAL
P1 PACKAGE-I
P2 PACKAGE-II
P3 PACKACE-III
101 .SECT|ON-.I
201 SECTTON-2
Jo't sEcTtoN-s
401 sEcTtoN-4
C.B.R . CALIFORNh BEARING RATIO
LSH LEFT SHOULDER
LT LONG TANGENT
M/m MErER
M MIDDLE ORDINATE
M,H MANHOLE
mm MILUMTER
NO. NUMBER
N.T.S NOT TO SCALE
P.L PLASTICITY INDEX
PR POTNT OF ROTATION
REV. REVISION
RHS. RIGHT IIAND S'Dg
R/w R$ANtNc WALL
RWC RELOCOTEO WATER COURSE
SC SPIRAL TO CURVE, SLAB CULVER
RSH RIGHT SHOULDER
S.T. SHORT TANGENT
ST SPIRAL TO TANGENT
STA STATION CHAINAGE
STR STRUCTURE
S.V/ALK SIDE WALK
TS TANGENT TO SPTRAL
T.S,I TRIPPLE SURFACE TREATMENT
TAN. TANGENT
TH. THICKNESS
TR TRANSITION .
ryP. TYPICAL
U/S UPSTREAM
VER VERTICAL
VAR VARIABLE
W.B.M WATER BOUND MACAOAM
WC WATER COURSE
ALIG.
B
BOP
AREi\
ALIGNMENT
BREADI}J
BEGINNING OF PROJECT
CHORD LENGHTH
nsA;.
CENTER TO CENTER
CHD. CHECKED
CM/cm CENTIMETER. coNc. coNcREIE
coNsr/JT coNsTRUCl,tON JOTNTCS CUBr'E TO SPIRAL
Cu.m CUBTC MFrER
DOF DEPTH OF CUT
OEG DEGREE
DIA,
DIM.
D|AMFTER
DIMENSION
D/s DowNsTREAM
D.S,T DOUBLE SURFACE TREATMENT
DRG. DRAWING
EL. ELEVATION
EOP END OF PROJECT
EXP/JI EXPANSIoN JoINT
G.I GALVANIZED JOINT
HOR. HORIZONTAL
H.l/L:t H|GH TENSTON / LOW TENSTON
HF HIEGHT OF FILL
HFL HIGH FLOOO LEVEL
HWY. HIGHWAY
I.L INVERT LEVEL
K9. KILoGMM
KM/Km K|LOMFTER
LHS. LEFT HAND SIDE
VPC : VERTICAL pOtNT OF CURVATURE
vPl : VER'IICAL pOtNT OF TNTERSECTTON
VPT : VERTICAL POINT oF TANGENCY
: LENGTII OF VERICAL CURVE
: VERTICAL OFFSET
: UPWARD VERTICAL GRADE
: DOWNWARD VERTICAL GMDE: MTE OF GMDE CHANGE =
: TOTAL CHANGE tN VERTTCAL GMDEBE-IryEEN TANGENTS = G2-Gj
: POINT OF TNTERSECTTON
(ARc DEnNmtoN) fi.llo: DEGREE OF
(cHoRD
R : RADIUS
L : LENG'IH OF CUR/E
c : CHORD LENGTH
E : EXTERNAL
(UH(JHD DEFtNtTtONy', *-T : TANGENT r-Ef.fCfX l,\i':i
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PROJECT TITLE :
TT,OOD EITERGENCY RECONSTRUCTIONPROJECT FOR DESIGN ANI)
SUPERYISION FOR NORTH PACKASE
TTILE :
PESIIATAR - RA}i.AI( N-55_- (PACKAGE - rrr)
FROM Kml032+000 T0 61228+000
DRAWING TITLE :
SYMBOL & ABBRIVATIONRB-r92-rERP-N55-Gl{-
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NI
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I
o 100.00
l R r s l
V
IIIIIIIIIIII
DETAIL OF VERTICAL CURVE
VPCVPIVPT
LM
VERTICAL POINT OF CURVATUREVERTICAL POINT OF INTERSECTIONVERTICAL POINT OF TANGENCYLENGTH OF VERTICAL CURVEVERTICAL OFFSET
K
UPWARO VERTICAL GRADEDOWNWARD VERTICAL GRADERATE OF GRADE CHANGE -
G2.G1
TOTAL CHANGE IN VERTICAL GRADEBETWEEN TANGENTS = G2.G1
l* *
F _ K
NOTE : The figure showsparameters for SPIML lN.Parameters are the same forSPIRAL OUT.
SPIRAL CURVE PARAMETERS
DETAIL OF HORIZONTAL CURVE
uJTSJ U
CSA
ls
TANGENT.TO.SPIRAL POINTSPIML.TO.CURVE POINTCURVE.TO-SPIRAL POINTTOTAL DELTA ANGLECIRCULAR DELTA ANGLESPIRAL DELTA ANGLE
PI
K
L
LTJ I
T
POINT OF INTERSECTTONRADIUS OF CIRVULAR CURVELENGTH OF SPIRALLONG TANGENTSHORT TANGENTTOTAL TANGENT LENGTH
CIRCULAR CURVE PARAMETERS
X = THE DISTANCE, lN THE DtRECT|ON OF THE TANGENT, FROM THEBEGINNING OF THE SPIRAL TO THE END
Y = THE DISTANCE, PERPENDICULAR To THE TANGENT, FROM THEBEGINNING OF THE SPIML TO THE END
P = THE OFFSET OF THE TANGENT LINE To THE Pc oF THE SHIFTEDCIRCULAR CURVE
K = ABSCISSA OF THE PC OF THE SHTFTED CTRCULAR CURVE REFERREDTO THE STMIGHT END OF THE SPIML
j',j: l
PIDA
PTAUA
POINT OF INTERSECTIONPOINT OF CURVATUREPOINT OF TANGENCYDEFLECTION ANGLEDEGREE OF CURVE(ARC DEFtNtTtON)
DEGREE OF CURVE(cHoRD DEFtNtION)
TX
LcE
M
: TANGENT LENGTH: RADIUS: LENGTH OFCURVE: CHORD LENGTH: EXTERNAL
: MIDDLE ORDINATEDc
\|/r VMdth Outer/ | 3 . 0 m / 1 . 2 m 3 . 0 m l ' 1 . 2 m 3 . 0 m 1 1 . 2 m
0 . 5 : l . V e r t i c a l0.5: 1 - Vert ical 0 . 5 : 1 - V e r t i c a l
h of Horizontal Curve
mum Rate o f SuDere leva t ion
ue for qest Curv€
i n imum Lenqth o f Ver t i ca l O. r i ve
i l ) ) t= { / ^ \ rF t lL=/ U UIAU U
F@R TENDER ONLV
COVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY
PROJECT TITLE ;
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION FOR NORTH PACKACE
TIILE :
PESHAWAR - RAMAK N-55(PACr(AcE - I I t)
F R O M K m 1 0 3 2 + 0 0 0 T 0 K m r 2 2 8 + 0 0 0
DRAWNG TIILE :
GEOMETRIC STANDARDSRH- I 92- FERP-N55-GN- P3 {
IIIIIIIIIIIIIIItIl
ER/AFT
ED D IMENSIONS
EARTHENEARIHTN
NGL
DOWEL
U L , ' U K 5 L
: BASE COURSE
IREATMENTR e m o v e e x i s l i n g p o v e m e n t s l r u co n d r e c o m p o c i t h e e x p o s e d u n cu p t o o m i n i m u m o f 9 8 % M D D .i s e x p o s e d t h e 9 8 % c o m p o c t i o no c c o r d o n c e w i i h A A S H T 0 I - 2 2 4 .
^ e r n o v e e x , s j r n g u _ 5 | s u r f o c e o n d i h e u n d e r l y i n g p o v e m e n i s i r u c l u r e( A g g r e g o t e B o s e / S u b b o s e / G r o n u l o r M o t e r i o r ) u p i o i h e r e q u i r e d d e p t ho n d . r e c o m p o c i i h e e x p o s e d u n d e r l y i n g p o v e m e n i s u r f o c e u p l o om i n i m u m o l 9 8 % M D D . I n c o s e , " o i e r 6 o u n d m o c o d o m i s e x p o s e oi h e 9 8 % c o m p o c l i o n w i l l b e d e l e r m i n e d i n o . . o i J o n . " i i t - t . ' ' - a n s g r o T - 2 2 4 .
TYPICAL CROSS( r obB+obo ro
SECTION1065+050)
c r 4s!
N O T E S :1 . A L L D IMENSIONS ARE IN METER UNLESS OTHERWISE MENTIONED.
3.6s i : .os
4
- E
tV,- v'.ngx^\lr
- ---:\\ \\\
\_ _ _ :
FXISTINC TOtrJ . b : )
E X I S T I N t ROAD
E X T S T T N G T o E I z . s r o : . 0
)Y>Y
r6s I 2 . 5 I o 0
2 o 0 m m A G G R E G A I E B A S E C O U R S E I I
0 0 m m A S P H A L T T C B A S E C O U R S
5 0 m m A S P H A L T I C w E A R t N G C 0 U R S E
e m o v e e x i s l i n g p o v e m e n t s l r u c i u r e ( A s p h o l t i c l o y e r s / D S T )n d r e c o m p o c i t h e e x p o s e d u n d e r l y i n g p o v e m e n t s u r f o c ep t o o m i n i m u m o f 9 8 % M D D . I n c o s e w o i e r b o u n d m o c o d o m; e x p o s e d t h e 9 8 % c o m p o c t i o n w i l l b e d e l e r m i n e d i n
I I TX IS I ING D IM INS IoNS I I
VARIT VARIES I
i 2 0 m m E A R T H E N D (
2OQmm SUB BASE (
1 20mm AGGREGATE
D O U B L E S U R F A C E T R
: e m o v e e x i s f i n g D S T s u r f o c e o n d i h eA g g r e g o t e B o s e / S u b b o s e / G r o n u l o r M
NGL
PROJECT TITLE :
FLOOD EMERGENCY RECONST,RUCTIONPROJECT FOR DESICN AND
SUPERVISION FOR NORTH PACKAGE
TITLE :
PESHAIIAR - RAMAK N-55(PACKAGE - I I I )
FR0M Kml032+000 TO Kml228+000
DRAWINC TITLE :
TYPICAL CROSS SECTION_1( 1 0 5 8 + 0 5 0 T O 1 0 6 5 + 0 5 0 )
-RH- r 9a-FERp-Nss- cN-pe{ 9
IIIIIItIIIIIIIIIIIIII
DIMENSIONS
EARTHENIARTHEN
1z 2N/ --
\ t ^ t /l \ U L - -\ / /v /
ffi
NGL
*
EXISIINC IOE 2.5 To J .0VARIES VARIES EXIST ING TOE
VARIES
XISTING DIMENSIONS1 2 0 m m E A R T H E N D O W E L
200mm SUB BASE COURSE
1 20mm AGGREGATE BASE COURSEDOUBLE SURFACE TREATMENT
200mm AGGREGATE BASE COURSE
1 0 0 m m A S P H A L T I C B A S E C O U R S E
50mm ASPHALTIC WEARtNc COURSE
R e m o v e e x i s t i n g p o v e m e n l s i r u i i u r e ( A s p f r o l t i c l o y e r s / D S T )o n d r e c o m p o c i t h e e x p o s e d u n d e r l y i n g p o v e m e n i s u r f o c eu p i o o m i n i m u m o f 9 8 % M D D . I n c o s e w o i e r b o u n d m o c o d o mi s e x p o s e d t h e 9 8 % c o m p o c t i o n w i l l b e d e i e r m i n e d i no c c o r d o n c e w i t h A A S H T O I - 2 2 4 .
Remove ex i s l i ng DST su r foce ond the unde r r y i ng povemen t s i r uc iu re(Agg rego te Bos -e / subbo r " / c i onuL . vo t . - . i o r ; r p to t he requ i red dep ihond . recompoc i l he exposed unde r l y i ng povemen t su r foce up io om i n i m u m o f 9 8 % M D D . I n c o s e , u o t e r - 6 o l n o m o c o d o m i e dth e e 8 % " " - p" "ii " " * i r i "i"' i "t"'.1 i " JJ "' i" .: ::';::i'i,'ti oo"oTfi to T-224 .
TYPICAL CROSS SECTIOI\(rr26+ooo ro LLz6+48o)
t1
NOTES:1 . A L L D I M E N S I O N S A R E I N METER UNLESS OTHERWISE MENTIONEO.
r . b : r 1 . 6 5
,/,"nH.9.
ERAFT
FOR TENDER @NLY
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY
OESIGN CONSULTANTS :
€) 5Hfiiillilg Est'iilr .,0.AAI -rffi',- Tccino-Coasutr
.1. : . 1;.L ?, i ,?,,". . l i , . l i . : . , ' ' tY#, J nt c r t a ! io nal
PROJECT TITLE :
FLOOD EMSRGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PACKAGE
TITLE :
PESHAWAR - RAMAK N-55(PACKAcE - r r I )
FROM Km1032+000 T0 Kmt228+000
oRAwlNG TITLE : F
TYPiCAL CROSS SECTiON-2( 1 i 2 6 + 0 0 0 T O 1 1 2 6 + 4 8 0 )
ORAWING NO.
D- RH- r 92-FERp -xss-cr,r_ps{ 9
II
lltIIIITIIIIIIIIIII
PROPOSED
J .00 7 .30 3 .00
0 . 5 00 . 5 0
IARTHENEARTHEN
4 % 2 %
E X I S T I N G D I T C H
2.5 To 3 .0 EXIST ING BREAST WALL(ar sove LocATtoNS)
XISTINC DIME
180mm ASPHALTIC BASE COURSE
50mm ASPHALTIC WEARING COURSE
1 2 0 m m E A R T H E N D O W E L
2 0 0 m m S U B B A S E C O U R S E
120mm AGGREGATE EASE COURSE
DOUBLE SURFACE TREATMENTR e m o v e e x i s t i n g p o v e m e n l s l r u c i u r e ( A s p h o l t i c l o y e r s / D S T )o n d i h e u n d e r l y i n g p o v e m e n l s t r u c l u r e ( A g g r e g o i e B o s e /S u b b o s e ) u p i o t h e r e q u i r e d d e p t h ( 2 3 0 m m b e l o w t h eo d j o i n i n g r i g i d p o v e m e n i ) o n d c o m p o c t l h e u n d e r l y i n ge x p o s e d p o v e m e n i s i r u c i u r e i o t h e r e q u i r e m e n l o fs p e c i f i c o i i o n o s d i r e c t e d b y t h e E n g i n e e r .
R e m o v e e x i s i i n g D S T s u r f o c e o n d t h e u n d e r r y i n g p o v e m e n i s t r u c r u r e( A g g r e g o i e B o s e / S u b b o s e / G r o n u r o r M o t e r i o r ) u p t o t h e r e q u i r e d d e p i ho n d . r e c o m p o c i i h e : I p o s e d u n d e r l y i n g p o v e m e n t s u r f o c e u p i o om i n i m u m o f 9 8 % M D D . I n c o s e w o t e r b o u n d m o c o d o m i s e x p o s e dt h e 9 8 % c o m p o c t i o n w i l l b e d e t e r m i n e d i n o c c o r d o n c e w i t h A A S H T o T - 2 2 4 .
TYPICAL(1126+
CROSS4BO TO
SECTION J
1131+400)
rirl
N O T E S :1 . A L L D I M E N S I O N SARE IN MTTER UNLESS OTHERWISE M€NT IONED.
3 .65 i : . os
- , , , ^ - , . , L ^ ^ . ̂L A I ) l l l \ t K U A U
=1.!4t -hnlris.ti lL ra5sej1ti@)_ _ _\.iv | ,.Y>Y .>y)y
DRAFT
F@R TENDER @NLVC L I E N T :
{fil+
E#siGOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONSNATIONAL HICHXAY AUTHORITY
P R O J E C i T I T L E ;
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISTON FOR NORTH PACKAGE
TITLE : I ORAWING TITLE :
PESHA}YAR - RAMAK N-55 I(nAcKAGE - r i l t ' I TYPiCAII 'CR0SS .SEOTION-3'
F R o M K m l 0 3 2 + 0 0 0 T 0 K m r 2 2 8 + 0 0 0 1 ( t t 2 6 + 0 0 0 T 0 i f Z 6 + 4 g 0 )
DRAWINC NO.
D- RH - I 9a-RERp-N5s-cN -p3-O I
nev. I oere
IIItIIItTIItIIItItTtI
IMENSIONS
EARTHENTARTHEN
2 %
EXIST ING D ITCH
2 . 5 T o J . 0 IST ING BREAST WALL(AT soME LocATtoNS)
L I J
200mm AGGREGATE BASE COURSE
100mm ASPHALTIC BASE COURSE
50mm ASPHALTIC WEARING COURSE
1 20mm EARTHEN DOWEL
200mm SUB BASE COURSE' l 20mm AGGREGATE BASE COURSE
DOUBLE SURFACE TREATMENTR e m o v e e x i s t i n g p o v e m e n i s l r u c t u r e ( A s p h o l i i c l o y e r s l D s T )o n d r e c o m p o c i l h e e x p o s e d u n d e r l y i n g p o v e m e n t s u r f o c eu p t o o m i n i m u m o l 9 8 % M D D . I n c o s e w o t e r b o u n d m o c o d o mi s e x p o s e d i h e 9 8 % c o m p o c t i o n w i l l b e d e l e r m i n e d i no c c o r d o n c e w i t h A A S H T O I - 2 2 4 .
l : 1 " : " ex i s t i ng D^ST su r foce ond the unde r t y i ng povemen l s l r uc tu re(Agg rego le Bose /Subbose /Gronu ro r Mo ie r i o r )up l J i he requ i reJ oep thond . recompoc t t he exposed unde r l y i ng povemen i su r foce up lo om i n i m u m o { 9 8 % M D D . I n c o s e w o t e r b o u n d m o c o d o m i , * i o r . othe 98% compoc l i on w i l l be de ie rm ined
- i n occo rdonce w i l h AASHTOt - z L 4 -
TYPICAL CROSS SECTIOI\ +(r r 31+4oo ro 1 13 ++ 160)
NOTES:1 . A L L D I M E N S I O N S A R E I N METER UNLESS O IHERWISE MENTIONED.
J . o ) I J . 6 5
DRAFT
COVERNMENT O.F PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HICHWAY AUTHORITY
OESIGN CONSULTANTS :aS Englneerinq Generalp rConsut ranr ! EcC (pv t l L td .
/q ;iifti",- xr"hno-con,utt.1 . ^ . , .4 , : " : .9 . ,c - l i " - I . : . : . ' , ,Y ' i . ' Jn tc rna t iona l
PROJECT TITLE :
FLOOD E}, IERGENCY RECONSTRUCT]ONPROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PACKACE
: TYPI gAL:: CROSS .SE€T}ON-4( 1 1 3 1 + 0 0 0 T o 1 1 3 4 + 1 6 0 )
RH- l 92 -FERp-No5 -cN-p3 {9
IItIIITIIIIIIIIIIIIII
NSIONS
TARTHENIARTHTN
NGL
R e m o v e e x i s i i n g p o v e m e n l s t r u c .o n d r e c o m p o c i t h e e x p o s e d u n cu p t o o m i n i m u m o f 9 8 % M D D .i s e x p o s e d i h e 9 8 % c o m p o c t i o no c c o r d o n c e w i i h A , A S H T 0 T - 2 ? 4 .
OWEL
COURSE
BASE COURST
REATMENT
r unde r l y i ng povemen t s i r uc tu re( A g g r e g o t e B o s e / S u b b o s e / G r o n u r o r M o i e r i o r ) u p t o t h e r e q u i r e d d e p l ho n d . r e c o m p o c l t h e : I p o s e d u n d e r l y i n g p o v e m e n t s u r f o c e u p t o om i n i m u m o l 9 8 % M D D . I n c o s e w o i e r b o u n d m o c o d o m i s e x p o s e dt h e 9 8 % c o m p o c t i o n w i { l b e d e i e r m i n e d i n o c c o r d q n c e w i t h A A S H T OT - 2 2 4 .
TYPICAL CROSS SECTIOI\ k\
aJ
\ II48+114 T01151+400 T0
1150+800)1152+000)
i -
NOTES:1 . A L L D I M E N S I O N S
4 %
F 4r'. r > - 2axb5lr
- \ _\
\\_ _ - \
X I q T I N N
E X I S T I N] ROAD
- \)l'Y
3.65 2.0 To ) . u
\?v
ExtsTrNc Tot I z .o ro s .o 3 . 6 5vAKrL) vAf(L
I I
200mm AGGREGATE BASE couRs. I i
1 0 0 m m A S P H A L T T C B A S E C O U R S E I
5 0 m m A S P H A L T T C W E A R | N G C O U R S E
e m o v e e x i s i i n g p o v e m e n l s t r u c t u r e ( A s p h o l t i c l o y e r s / D S T )n d r e c o m p o c i t h e e x p o s e d u n d e r l y i n g p o v e m e n t s u r f o c ep t o o m i n i m u m o f 9 8 % M D D . I n c o s e w o i e r b o u n d m o c o d o m; e x p o s e d i h e 9 8 % c o m p o c t i o n w i l l b e d e i e r m i n e d i n
-I I E X I S I I N G D I M E N S I o N S | I
VARIE VARIES
1 2 0 m m E A R T H E N D
2 0 0 m m S U B B A S E
1 20mm AGGREGATE
DOUBLE SURFACE T
? e m o v e e x i s i i n g D S T s u r f o c e o n d l h eA g g r e g o l e B o s e / S u b b o s e / G r o n u l o r M
NGL
f_R
[.\l--) /^\ l--5F[/u-MFilt.f" l]
F@R TENDER ONLV
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY
OESIGN CONSULTANTS :
lf,\ En gineerinq GeneralEzlConsultants EGC (pvt) Ltd.
PROJECT TITLE ;
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESICN AND
SUPERVISION FOR NORTH PACKAGE
TITLE ;
PESHAifAR - RAMA( N-55(PACKAGE - r r l )
FRoM Km1032+000 TO KmtZ2B+000
TYPICAL CROSS SECTION-5( 1 1 4 8 + 1 i 4 T 0 1 1 5 0 + 8 0 0 )( r t s r + 4 0 0 T 0 1 1 5 2 + 0 0 0 )
DRAWINC NO.
D-RH- r 92- r 'ERP-N55-cN-P3-0 9
ttIIIIIIIIItIttITIITI
DRAFT
DIMEN
VARIES3 . 0 0
0 .50EARTHEN
EARTHEN
4 %4 %
NGLV
NGL'
Srg V s;.-
vAKrL> ' VARTES EXISTING IOE
E X I S T I N G S T O R M D R A I NVARIES
EXISTING DIMENSIONS200mm AGGREGATE BASE COURSE
l00mm ASPHALTTC EASE COURSE
50mm ASPHALTIC WEARTNG COURSE
1 20mm EARTHEN DOWEL
2O0mm SUB BASE COURSE
1 20mm AGGREGATE BASE COURSE
DOUBLE SURFACE TREATMENTR e m o v e e x i s i i n g p o v e m e n l s t r u c t u r e ( A s p h o l i i c l o y e r s / D S T )o n d r e c o m p o c t i h e e x p o s e d u n d e r l y i n g p o v e m e n t s u r f o c e 'u p i o o m i n i m u m o l 9 8 % M D D . I n c o s e - w o l e r b o u n d m o c o d c mi s e x p o s e d t h e 9 8 % c o m p o c l i o n w i l l b e d e l e r m i n e d i no c cord o nc e w i ih A ,ASHT0
' l -224.
R e m o v e e x i s J i n g D _ S T s u r f o c e o n d f h e u n d e r l y i n g p o v e m e n t s i r u c r u r e\ A g 9 r e 9 o r e u o s e / S u b b o s e / G r o n u l o r M o i e r i o l ) u p t o l h e r e q u i r e d d e p i ho n d r e c o m p o c i t h e e x p o . s e d u n d e r l y i n g p o v e m e n i s u r f o c e u p t o om i n i m u m o f 9 8 % M D D . l n c o s e w o i e r S o u n d m o c o d o m i s e x p o s e di h e 9 8 % c o m p o c t i o n w i l l b e d e i e r m i n e d i n o c c o r d o n c e w i i h A A S H T oT - 2 2 4 .
TYPICAL CROSS(rlbo+oz5 To
SE CTIOI\ 61151+400)
t I
NOTES:. I
. ALL DIMENSIONSARE IN METER UNLESS OTHERWISE .MENTIONED.
r . o f , I J . 6 5
F@R TENDER @NLVPROJECT IITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PACKAGE
PESHAWAR _ RAMAK N-s5 I
. (pAcKAGE - rr i )" "" I TYPIcAL cRoss SECTI0N-6
F R o M K m 1 0 3 2 + 0 0 0 r o K m l 2 2 8 + 0 0 0 1 ( 1 1 5 0 + 0 2 5 T 0 l i 5 1 + 4 0 0 )
- RH- r 9z-rERp-N5s_cN _p3_0 9
ItTIItIIItIItIIIIIIII
PROPOSED
VARIES 3 .00 7 .30 3 . 0 0 VARIES VARIES
E-
Z
-l
r'l.\ EXIST ING STORM DRAIN DIMENSIONS
F
r t 1
z*l
i1ar.\
200mm AGGREGATE BASE COURSE
100mm ASPHALTIC BASE COURSE
50mm ASPHALTIC WEARING COURSE
EXIST ING STORM DRAIN1 2 0 m m E A R T H E N D O W E L
200mm SUB BASE COURSE
R e m o v e e x i s l i n g p o v e m e n t s t r u c l u r e ( A s p h o l t i c l o y e r s / D S T )o n d r e c o m p o c l l h e e x p o s e d u n d e r l y i n g p o v e m e n t s u r f o c eu p l o o m i n i m u m o l 9 8 % M D D . l n c o s e w q i e r b o u n d m o c o d o mi s e x p o s e d t h e 9 8 % c o m p o c l i o n w i l l b e d e t e r m i n e d i no c c o r d o n c e w i i h A A S H T O I - 2 2 4 .
12Omm AGGREGATE BASE COURSE
DOUBTE SURFACE TRTATMENT
R e m o v e e x i s t i n g D S T s u r f o c e o n d i h e u n d e r l y i n g p o v e m e n t s t r u c i u r e( A g g r e g o i e B o s e / S u b b o s e / G r o n u l c r M o l e r i o l ) u p t J i f , " . " q r i r e d d e p t ho n d r e c o m p o c t t h e e x p o s e d u n d e r l y i n g p o v e m e n l s u r f o c e u p t o om i n i m u m o l 9 8 % M D D . l n c o s e w o t e r b o u n d m o c o d o m i s e x o o s e di h e 9 8 % c o m p o c t i o n w i l l b e d e i e r m i n e d i n o c c o r d o n c e w i i h A A S H T oI - 2 2 4 .
TYPICAL CROSS SECTIO}{ 7(rr50+800 T0 1151+025)
3NOTES:1 . A L L O I M E N S I O N SARE IN METERU N L E S S O T H I R W I S E M E N T I O N E D .
M
ERAFT
OESIGN CONSULTANTS :
/S\ En gineering GeneralEz' Corsultants EGC {Pyt} Lld.
A\A\ -, ' ff i . 1tclt,c co,rsull.1,:., 1. . l , ?"i.9,,c"11.I i. l . ' t iYi. ' Jrr lclr ntio,r,rl
GOVERNMENT OF PAKISTAN]i { INISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTIIORITY
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PACKAGE
TITLE :
PESHAWAR - RAMAK N-55(PACKAGE - I I I )
FR0M Kmi032+000 T0 Km l228+000
DRAWING TITLE :
TYPICAL CROSS SECTION_?( 1 1 s 0 + 8 0 0 T o 1 i b 1 + 0 2 5 )
OESIGNEO ; v.r.
- R H - l 9 z - F E R P - N i 5 - c N - P 3 {
IIIIL _
IItITIIttIIIIIIII
Km 1058+050 T0 106b+0b0
s . t l P t . Po i l tT EASTfl6
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utt
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eoP A - P 0 i l t T 3 0 { 3 8 1 1 , 7 6 6 c5G 803.30 5
0.04 0 . 0 0 0.00 71567!.n281 P' 301 3879.098 6 6 7 5 t 5 . f t 1 1f 9.9871 29'}277,572
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0.00
0.00
1 0'to
d 0 0 0
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1 0 5 3 50.000
PI 30 t +6 00.580 95853'1.750 0,14EE J00150.024 31.550371r.620 l J { 8 7 0 . 3 4 0 1 0 5 E + 7 1 5 . 5 6 6
0.00 0.00
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1130.0 ' t3
222,853
15.056
.t4.1 20
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,1.r3.875
?202.C27 1 5 G . 5 5 3 1 0 5 1 + C 8 6 . J 5 tPI 30,r 5393.3?0 95$72.r.?09 1 1 . 6 9 0 1 1 2 . 7 1 0 1
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A - P O I N T 3051279.547 1005470.696
0.00 0.00
0.00
0.o0
PI 3051367.280 1005632.098 28.5271 183.705 25.1712 L 0.00 500 0 0.00 q.00
0.00
0.00
J33.958 27.968 263.592 14.772 1 1 2 8 + 1 6 3 . 7 0 52 P I 3051392.346 r006059.567 428.203 14.6242 0.00 11 00 0 14 t . ' l 50 1 6 .249 280.765 280.765 9.01 9 1'126 + 587.5861006569.123 17.9901 640.853 27.3521 0.00 1000 0 0.00 0.00
3051323.464243.331 30.391 477.385 477-385 29.179 1127 + 226.904P I 1008285.059 350.6280 I 5 3 7 . 7 9 8 6.521 6 R 0.00 2000 0.00 0.00 0.00 0.00 1 1 3.947 7-246 227.647 227.647 1128 + 855.424P I 3051225.486 ' t010252.897
3 5 7 . 1 4 9 6 '1970.27 6 L 0.00 0.00 0.00 0.00 0.00 1 0 5 . 5 1 5 14.084 2 1 0 . 1 6 8 21 0.1 68 5.M2 1130 + 825.454305101 1 .564
3051494.109
1011022.922 344.47 41 799. t88 49. '1750 0.00 500 0 0.00 0.00 0.00 0.007 P I 7
54.639 429.133 49.857 113 '1 + 623.780
1132 + 466.1 96
1011747.862 33.6491 2.7831 0.00 0.00
0.00
0.00
0.00
0.00
0.00
I 21 .458
388.785
242.868 242-868P I 3052357.487 1012917.544 36.4322 1453.81 5 '| 04.6900 L 0.00 300 0.00 1 1 6 . 3 2 2 548.1 55 548.1 55
EOP B . POINT 3051 921.43 ,1 1013091.444
ffi=*.-';\ffi
DRAFT
SIATII'N i4 PI
1025802974
11{8 + 250.170
11{S + J0$.0$5621131
11{8 + t{i7.98
6112:i91
'ttt27 137.9't3
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GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIG}IIfAY A.UTHOR1TY
DESIGN CONSULTANTS :/ fu Eng ineer inq Genera .Ey ' Consut ran t i EGc (pv t ) L id .
,AA\ -1ii6;li Jcchno-consutt'1 ; ' . i .. ' , .I '1,9..c.,11.1,S,:". t.Vj' Jnltra|iotal
PROJECT TITLE
FLOOD EMERGENCY RECONSTRUC?TONPROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PACKAGE
TITLE :
PESHAIYAR - RAMAK N-55
_ (PACKAGE - I r r )F R o M K m t 0 3 2 + 0 0 0 T O X m l Z 2 8 + 0 0 0
SETTING OUT DATA
OESIGNED : Y.F.
RH- r s2 - FERP-N55 -cN-P3 { I
tItITtIIIIttIIIII
TO POTNT OF INTERSECTION
PLAN OF HIRIZONTAL CURVE
LOCATION OF CROSS SECTIONS
LONGITUDINAL ELEVATION
ILLUSTRATION OF SUPERELEVATICN ATTAINMENT(ROTAT|ON
FULLY SUP€RELWATEO
CROSS SECTION AT ' 'A' '-
NORMAUSECTIONI
II
iII
FX.rI
cRoss sEpTtON AT "8"PARnAL NoflML sEcTtoN
II
iIIiIerf'I
CROSS SEOTION AT ' 'D'
EROSS SECTTON AT'E '
C L I E N I :
:.r.Jrla", G0VERNMENT 0F PAKISTAN
i $lTi:T,lI ?i.;3lyx\,'fi[|i|;
OESICN CONSULTANTS :- t Eno ineer ino Genera lEz / co ;su t ianr ; EGc {pvU t td ,
,6\.tfr ,'lIAi:', J.ct,ro.ConrstrN r i l . : l : ' : i
.. i . ;" X. . i l" l.9. 9.,I i.,1.:.:., ' ' iY.,. ' J n I o n qt i o i lal
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION FOR NORTH PACKAGE
T I T L E :
PESHAWAR - RA;{ . {K N-55(PACKACE - i l l )
FROM Kml032+000 T0 Km l228+000
. DETAILS OF .
SUPERELEVATION
-RH- 1 92 -PERP-N53 -cN-P3 { 1 1
IIIIIIIIIIIIIIIII
P. t# P. l S ta t ion Ra d ius(m)
PC Stat ior i PT Stat iorrA
f/"1
TangentRunout
Lengtl i {m}
Supere leva t ionRurroff Lerrgtlr
{tn}
Stad o f Runout Start of Rirnoff End of Runoff Start of Runoff End of Runoff End o f Runout
I 0 ' i r B I t \ l l 0 6 i I i l l1 1 058+775.566 1 0 1 0 1058+465.3721059+067.289 A 1 4 1 7 1 058+425.039 1058+442.0391 058+477.039 1059+055 6?2 1 0 5 9 + O Q O 6 ? ? 1 O 5 O * 1 i 7 A l l2 1059+986.458 4000 1059+714.7t01 060+257.31 2 2 17 ,t '7
t l' 1059+686.4371059+703.4371459+720.437 1 060+251 .645 1060+268.645 1060+285.6451061+3gO. t t+ 2000 1061+ 157.?60 1061+60 ' l . l36 ' ) ^ 9 4 a
t t 21 1061+126.26A1061+143 .2601 0 6 1 + 1 6 4 . 2 6 01 061 +594.1 36 1 0 6 1 + 6 1 5 . 1 3 61 061 +632.1 364 1062+71 1.327 700 1062+560.4251 062+857.681 5 . 2 ? 4 1 A A 1062+514.0921062+531 .092 1 062+575.092 1 062+643. g1 4 1 062+887.014 1062+904.014I I l6 l r , \ l 1 ]lf It tl
1 1 26+163.705 600 1126+029.7471 1 26+293.340 s.59 l l 1 125+981 .823 1 1 2 5 + 9 9 8 . 4 1 41126+045 41A. 1126+277.673 1 1 :6+324.673 1126+341.264a 1 26+587.586 1 100 1126+446.4361126+727.202 3 .97 1126+407.7?41 126+424.3151 1 26+457.497 1126+7 16.141 1 116+749.323 1126+765.9141 27+236.904 1 000 1 1 26+ 983. 573 1 1 27+460.958 ,l ') tr, 17 1126+943.478 I l i o + v o u . u o v 1 1 26+995.325 1127 +449.206 1127+484.462 1 127+501 .0531 28+855.4r4 2000 1128+V41.4771 1 28+969.1 25 ?.5 1 7 ?1 1 128+71 1 .060 1128+7 27 .651 1 1 28+748.390 1128+962.212 1 '128+982.9511 128+999.5421 30+625.454 950 1 1 3 0 + 7 1 9 . 9 3 91 1 30+930.1 07 n A 17 37 1 130+679.0151 1 30+695.606 1 130+732. '1061 1 30+91 7 .940 1 130+954.440 1 130+971 .031ii 1 131+623.780 500 1 1 3 1 + 3 9 4 . 9 9 41131+824.127 5 . 9 1 17 49 1 131+345.7361 131+362.3271131+411 .327 1 1 3 1 + 8 0 7 . 7 9 41 131+856.794 t t ' j ' t f l l / J . 5 u 37 1 1 32f466.1 95 SUUU '1132+344.7371 1 32+587.605 N . C
1 133+502.51 1a 1 33+919.963 J U U 1 1 3 3 + 5 3 1 . 1 7 81 134+079.333 5 .9 43 1 133++e7.St t 1 133+545.51 1 1 1 34+065.000 1 134+ 1 08 .000 1 134+123.000
I l + t l K l l I l . l J I { l I
1148+447.3251 1 148+362.649 I 60n 1 148+310.4031 148+413.658 t a
t t 25 1 148+276.736 1148+405.325 | 1 11e+430.3251 l j t u+Z93 . i 36
1 14S+5002551 148+318.736
1 148+567.81 0 1 600 1 1 4 8 + 5 1 6 . 9 2 21 146+6' l 8.663 2.99 1 7 25 1148+483.255 1 148+525.?55ffi
1 148+610.3301 148+635.330 1 148+652.3301148+823.034 ICUU' 1148+770.5481 148+875.504 t t 17 1118+742.215 1 148+759.215 1 148+869.8371148+886.8371 148+903.837
1 149+230.6?11 149+141 .?70 3000 1149+080.2361 149+20?.288 2 1 - i
t t 4 1t l 1 1 4 9 + 0 5 1 . 9 0 31 149+068.9031 149+085.903 1 1 4 9 + 1 q A A ? 1 1 1 4 9 + ? 1 3 . 6 2 1q 1149+638.4451 0000 1149+587.4761149+689.413 t \ . \ /
1 150+407.648 1 800 1 150+328.9371 1 50+486.259 ? . 7 1 4 't 1 /.J 1150+296.6041 '150+313.604' l 150+336,604 1 1 50+478.592 1 150+501 .592 1 '150+518.592
JI 1 151+ 1 A7 .532 3 U U 1 151+01 8 .949 1151+1 94.295 3.49 I J ?2 1 150+991 .282 1 151+004.2821 151+026 2s? 1 1 5 1 + 1 8 6 . 9 6 21 1 5 1 + 2 0 8 . 9 6 21151+221.962d 1 1 5 1 + 3 4 8 . 3 4 0200 ' l 151+262.6261151+424.582 4 ^ A t - l J4 1 151+226.9591 1 51 +239.959 1 1 5 1 + 2 7 3 0 5 s 1151++t l .Z tg 1151+447.249 1 151+460.249I ' l 151+628.7811 6000 1 1 5 1 + 5 7 7 . 0 3 81 1 51 +680.524 t \ . \ -
DRAFT
GOVERNMENT OF PAKISTANMINISTRY OF CO}' IMUNICA?IONSNATIONAL HIGH}TAY AUTHORITY
OESIGN CONSULTANTS : PROJECI IITLE : I TITLE :
FLOOD EMERGENCY RECONSTRUCTION I PESHAWAR _ RAMAK N_55PR0JECT pOR DESTGN AND | (PACKAGE _ I r r )
SUPER\ I IS ION FOR NORTH pACKAcE I FRoM Kml032+000 T0 Kmr228+000
SCHEDULE_ o.L. :--SUPERL'I ,EVATION
OESIGNED : Y F
RH- I 9? -FERP-Nss -cN-pg -0 1
II
IIIII
II
IIIII
IIIIII
III
IIIII1-
Sr .No KM EXISTING STRUCTURES PROPOSED STRUCTURESNoteTvpe Span Lenq th (m) Width(m ) He iqh t (m) 9fan I Wfdth(m) I Height(m)
1 1 058+1 58 BOX 1 1 5 . 0 0 2.00 2.00 N I La ' 1058+687 BOX 2 24.00 2.00 2 , 3 0 N I L
1 n 5 O + ? n O 1 30.00 2,50 2 .00 N I L4 1062+128 BOX a
z 1 9 . 0 0 3.00 3.00 N I L5 1 062+328 BOX 2 19 .00 2.00 ) o o NIL
BOX 2 1 5 . 0 0 2 .50 NIL7 '1063+268 BOX 2 20.00 2 . 5 A 2 . 5 A NIL
I uoJr'cc / BOX 1 1 6 . 0 0 2.00 2.00 N I Lq
I U Q J + O Z + O BOX 1 23.00 2.00 2 . 0 0 NIL1 0 1064+417 BOX 1 1 6 . 0 0 2.00 2. |n, N I L11 1 064+7 57 BOX 1 1 6 . 0 0 2.00 2 . 0 0 NIL4 at 4 1 064+957 EJ IJi\ 1 '16 .00 2.00 z . v v NIL
KM 1 058+050 TO KM 1 065+050
KM i125+980 TO KM 1134+160
KM 1148+114 TO KM 1152+OOO
Sr.No KM EXISTING STRUCTURES PROPOSED STRUCTURESNoteTvpe Span Lenqth{m} Width{m} Heiqht im) Span I Width rn) | Heiqht{m}
1 I l z o + l v u BOX 1 28.00 J . U U NaL 1127 +949 B R I G E I 264.00 21 .00 N
1 1 29+690 BOX 1 22.00 2.0a Nn 1 1 29+81 0 BOX 1 46.00 11 .00 7 . 6 0 . N5 I 1 ? A : ? l d ERIDGE 130:00 9.70 29.50 N
1 1 3 1 + 0 5 0 NIL 3 I 3 .50 I 1 .507 1 1 3 1 + 7 1 8 BOX 1 13 .00 2.20 1 . 5 0 N I L6 I I J Z r + t I BOX 1 12 .00 | . cu 1 .50 N ! L
1132+700 NtL 1 I 3 .50 | r . so10 1 1 33+63 1 BOX I 23.00 |1 tra 2.54 NIL
1 11.33+995BRIGE I 60.00 10.00 13 .00 N I L
Sr .No KM EXISTING STRUCTURES PROPOSED STRUCTURESNoteTvpe sPan Dia(m) Length(m)Width(m) Height(m) Span Width(m) Heish t (m)
1 1 48+060 D\J/\ 1 '17.00 1 . 0 0 1 . 0 0 N I L1 48+1 01 BOX 1 7 . 0 0 1 . 0 0 1 . 0 0148+182 BOX 17.00 1.00 1 . 0 0
2 48+217 BOX 1 '17.00 1.00 1 . 0 0 N I L3 148+674 BRIDGE Z 54.00 9.70 8.00 N I L
1 49+089 r t r E U O 1 7 . 0 0 1 . 0 0A 149+125 P I P E 1 0.6 1 7 . 0 0 N I L
49+693 BOX 15.00 0.60 1 . 0 05 49+730 BOX 1 15.00 0.60 1 . 0 0 N I L
50+046 BOX 1 5 . 0 0 1 . 0 0 1 . 0 050+083 BOX 1 1 5 . 0 0 1 . 0 0 1 . 0 0 N I L50+236 BOX 17.00 1 . 0 0 1 . 0 0
7 50+272 BOX 1 17.00 1 . 0 0 1 . 0 0 N I L50+689 BOX 15.00 4.20 1 . 5 0
8 50+729 BOX 1 15.00 4.20 1 . 5 0 N I L50+794 BOX 15.00 4 .2A 1 . 5 05 1 + 5 1 9 BOX 1 5 . 0 0 1 . 0 0 1 . 0 051+734 BOX 16 .00 1 . 0 0 1 . 0 052+1QQ BOX 16.00 1 . 0 0 1.00
DRAFT
DESIGN CONSULTANTS :
r{\ En gineerln g Gen eralEZ Consultants €GC (Pvtl Ltd.
A\,{\ ff ir J,chno-Cottsulr.i. :, l, . i. 1,i.9,,c" 11. r E.s,, 1,.",)'r'iJrr J nlc t n o I io n a[
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGH1YAY AUTHORITY
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION FOR NORTH PACKAGE
TIILE :
PESHAWAR - RAMAK N-55iPACKAGE - I I I )
FRoM Kml032+000 TO KmlZZ8+000
ORAWING TITL€ :
SCHEDULE OF CULVERT-RH-r92-FERp-Nos-ci l -ps-0 1 3
ItiTIIIITIIIIIrI
J_"l
.l-'l
ilI€lI
T - f
:L_ t
ELEVATION OF BEAM 81SCALE 1 :15
ELEVATION OF BEAM 82SCALE t :15
ELEVATION OF BEAM 83SCALE 1 :15
PLAN OF BEAM 81 PLAN OF BEAM 82'
SCAIE ! :15PLAN OF BEAM 83
SCALE 1 :15
IJCEME{T/$rc GRM.
-t--Je..S m LONG ?OMO Bdt
l l l lLlgl rm | .oo | 'oo I 'o I
TYPICAL DETAIL OF COLUMN C1SCALE 1 :15
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SECTION B-BSCALE 1:5
F@R TE[VD,i.i,? @NLV
COVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HICHifAY AUTHORITY
OESIGN CONSULTANTS :A Enq ineer ino Genera lEz co isu t tanr i EGc {PYt ) L rd .
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION FOR NORTH PACKAGE
i l t L L I
PESHA}1AR - RAMAK N-55(PAdI(AGE - I I I )
FROM Km1032+000 T0 Kmt228+000
ORAWNC IITLE :
R.C.C. GUARD F,{lt-. - '
(PLANS,ELEVATIONS &SECTT0NS)
- RH- I 92-FERP- N55-cN-P3-O I 5
IIIIIIItIIIIITIII,l
II
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COVERNMENT OF PAKISTANMINISTRY OP COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY
OESIGN CONSULTANTS :
rS\ En gineering GeneralEZ Consu,tanrs EGC {Pyt) Ltd.
AA -.iffi.1;;-9..l,no-Cn,,,,,tr.a.. .. ' .. . l . :.,:.9,'c. : i. ' . :.:,., Yli ' Jnt ct n a I i : ' : a!
PROJECT TITLE : I r r i le ,
FL00D EMERGENCY RECONSTRUCTION I pEsHAlfAR _ RAMAK N_55
pRoJEcr FoR DESTGN AND - - - -
| (PAcKAcE - I I r ) '
SUPERVIST0N F0R N0RTH pACKAGE I FRoM Km1032+000 TO Kmt22A+000
DRAWING TITLE :
IVIETAL GUARD RAIL(TYPICAL PLAN) | c 'ECKED :
i eppRoveo ,
FH- I s z -FERp-Nss -cN-p3 { I 6
SCALE
N . T . S
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CLiENT ;
,iiiiii. covERNMENT oF PAKISTAN: : : r i r " r ; MINISTRY 0F C0MMUNICATI0NS
dl fAN NATIONAL HIGHhAY AUTHORITY
OESIGN CONSULTANIs ;
l i l Eng inoer ing Gensra l=Z' Consultants EGC (Pvt) Ltd.
AV{\ ;:l*ii- g.ctrno-Consrtr
,,X;. 3 ;. i. t"t.?.L l i" i.F.:", ! iY,:it J nte r n a I ionqt
PROJECI IITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION TOR NORTH PACKAGE
TITLE :
PESHAWAR - RAMAK N-55(PACKAGE - I I I )
FRoM Km1032+000 TO KmI228+000
DR,AWING TITLE :
METAL GUARD RATI;-(PLANS, ELEVATIONS AND
sEcTr0NS)
oRAWTNG NO.
D-RH - I 9?-FERp- l ros-cx-ps{ I
OArt '
M Y . Z O r ?
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DRAFT
FOI,R TENDER ONLV
GOVERNMENT OF PAKISTANMINISTRY OF' COMMUNICATIONSNATIONAL H]GHWAY AUTHORITY
DESICN CONSULTANTS :.61 Enqineeri na GeneralI 'Co isu l ran t ; EGC (pvr ) L td .
,AA\ l;ffi,-J,chno'Con,utt"i :" l,;.L ?,f ,9.Lli,l.:.:, l'.iY-,# J nh r t a |io na[
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISTON FOR NORTH PACKAGE
IITLE :
PESHAWAR - RAMAK N-55(PACKAGE - I I I )
F R O M K m i 0 3 2 + 0 0 0 T O K m l Z 2 8 + 0 0 O
DRAWINC TITLE :
METAL GUARD RAII-(PLANS, ELEVATIONS AND
SECT ioNS)
OESIGNEO : Y.F.
RH- I 92-FERP-Nis- .GN-P3{ 1
IIIIIIIIIIIIIIITItIII
| 2 ) @ 1 2 c 1 c 1 0 6
REFERENCE NO. PAINTEOFRONT FACE AND SIDE fgr
o l-]
T-l-II
R I*lIII
PREcAsr coNc. B I (N25 N40 ETC.)EMBOSSED NUMBERS I
=l=lI
O I
l
*II
FIXEO IN SIOE SHUTTERTO RECORD NATIONALROUTE NO. (BOIH StoE)
BAR NO. DESCRIPTION DIA,(mm)
NO.
( 1 ) 530mm r 0 1 1
(,) l330mm 1 0 o
( 3 - ,' 6 2 0 m m
o
( 4 ) 620mm 12 4
VERGE LEVEL VERGE LEVEL
LEAN CONCREIE BASE
o t
it:F_-1-
o l
a-o l* l
IT-
TABLE-1REINFORCEMENT SCHEDULE
roo J I rso* ooo lrso* ,l roo6 NO. U 12mm HOLESMAINTAINED OURINGPRECASTING. DOWELBARS PLACEO ONSITE ERECTION OF KMF U b IBl
-l-
REINFORCEMENT DETAIL- SEE TABLE-1 OF REINFORCEMENTSCHEDULE
FRONT ELEVATION A-A SIDE ELEVATION B.B
FIVE KILOMETER POST
1..:1.fr.-t+'ff- f'f
IL
+-n-8l
_II
. l' lI
E+ -+o t I."1_ |o t lo l I
--+ 5lo l o lo t IF t t
:=Jr I
+-+
PRECAST CONCKM. POST
- - - - - - - - - -i LEAN CONCRETE BASEI T - - - - - - - - - - - - - - - ' l
+-+o l l:h- |o t lo t lF l l- + lo t to t l
+lo t o t6 t a ,F l o l--"tr I8 t I'lt I. r lo l I
*f- |6 t I:1. -+
I P.C.C CLASS "8"
BAR NO. OESCRIPTION DIA.(mm)
N O ,
f,) ,?n | 9oo--:J 4
t 2 , Ff,lo^.180 1 " " I
to l- l-1"-T_
o l
L - - - _ _ _ _ _ _ _ _ _ _ _ J
TABLE-2REINFORCEMENT SCHEDULE
L - - - - - - - - - - - - - - _ _ _ _ J
| , -^ |+-_.1,,_F.
REINFORCEMENT DETAIL. SEE TA8LE.2 OF REINFORCEMENT SCHEDULE
roo I ,l rso
l. qso
] rsol l rool r c n I
t+ ' *+ l, - l - - - - - - - i -
"L--__----75L___+, +,
+Noies:_ sEcTtoN c_cFRONT AND SIDE ELEVATION
ONE KILOMETER POST
1. PRECAST CONCRETT SHALL BE CLASS ' 'A". AS PER G.S.I . 401
2 . CONCRETE COVER 35 mm.3. P.C.C. CTASS '8 ' , a,S pER c.s. l . 4014 , LEAN CONCRETE SHALL BE AS PER G .S . I . 4015. REINFORCE|, , |ENT: OEFORMED GRAOE 40 AS pER AASHTO M-316. BACKGROUND COLOUR WILL BE WHITE. WHILi rEir iNiNt
.bOibUN WILL BE 8LACK7. ALL DIMENSIONS ARE IN MILLIMTTIRS UNLESS OTHERWISE NOTTD.
KM. POST
LEAN CONCRETE
4 NOS @ 12 BARS
DRAT]T
F@R TEINDER ONLV
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATTONSNATIONAL HIGHWAY AUTHORITY
OESIGN CONSULTANTS :
lS Eng ineer inq Geneta lV t Consut tanrs EGC (Py t ) L td .
A\A\ -,#jir- 7,,,/,,0.cn,,*tr' i ; ' I ; ' f " l ' i ' ? "c ' l i l : , ! ' , " - 'Y i ' j
J r r l c r r tn r ioao l
PROJECT IITLE
FLOOD EMERCENCY RECONSTRUCTIONPROJECT FOR DSSIGN AND
SUPERVISION FOR NORTH PACKAGE
TITLE :
PESHAWAR - RAMAK N-55(PACKAGE - I I I )
FROM Kml032+000 TO Kml228+000
- l 9 2 - F E R P - N 5 5 - C N - P 3 - 0 1 9
IIIIIIIIIIIIttIIIITIt
CONCRET€ JONT(JOrNlFtlt€R) A(l
----:-
sourDm
--D
SHOUOER
I
A(
TYPICAL BUS BAY PLAN
SECTION A-A CEMENT CONCRETE SIDEWALK
NOTE:1. BUS 8AY ARE TO BE PROVIDED ON BOTH SIDES OF.THE ROAD
OR AS DIRECTEO BY THE ENGI I !EER.2. LOCATION OF THE BUSBAY VIii i .L BE DECIOED BY THE
ENGINEER.
CONCRETE CLASS'g T: locm
LEAN CONCR€TE
DRAFT
F@R TENDER ONLV
GOVERNMENT OF PAKIS?ANMINISTRY OF COMMUNTCATIONSNATTONAL HIGHWAY AUTHORITY
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION F'OR NORTH PACKAGE
I I I L E :
PESHAWAR _ RAMAK N-55(PACKAGE - r i l ) .
FROM Kml032+000 TO Kml228+000
ORAWING IITLE :
TYPICAL DETAII, OF BUS BAYDRAWN : M.K. leo-RH-rSe-reRp-NsS-CN-p3{P
SCALE :
N . T . S
IIIIIIIIIIItIII:lItIII
SHOULDER
JUNCTION TYPE- I I
l lffi#
ROAD
JUNCTION TYPE-I
TABLE NO.2 APPLTCABLE WHEN su n v
< 4 0
>1 60
TABLENO. l APPLICABLEWHEN 115 > S >85
Notes:- SECTION A-ADETAIL ' 'A" 1 ,
2.MrNoR R.AD To Be .'NSTRU.TED up ro LJMrrs oF G,'EN RADJUS R 1 _ R2 oR As pER DERE.TED By rHE €NGINEER.
-\=-_/
sP€ED BREAKER sHALL Be PAINTEo usrr'rc nr-renr'rnie iirri nid ver-Low srRtp soomm wr;E MA:RKioir css ro rHe orREcrroN oF TRAFFTc.
t 1
ns- Xi - <d =tU rya u l
P='r u oo z< u.Jff
SPEED BREAKER(sEE DETATL "A")
CARRIAGEWAY -q _o[_ll_EQTAN
. A R R T A G E W A Y _ - - - - - T _ .
SPEED BREAKER(SEE DETAIL "A
TO BE OBLITERATED
TABLE NO.2VARIABLE 2.LANE ROAD SINGLE LANE ROAD
5-8m J . J M
R1 8m 5m
r(Z 8m 6m
r1 5m 3m
M 22m 1 8 m
TABLE NO.1
VARIAELE z.LANE ROAD SINGLE IANEROAD
5-8m 3-5m
R1 1 0 m 7m
r1 8m 5m
M 22m 1 8 m
ASPHALT BASE
WATER BOUND MACADAM 150mm
SUBBASE COURSE 100mm
COMPACTED SUB GRADE
F@R TEN|DER @NLV
f-h
GOVERNMENT OF PAKISTANMINISTRY OF COMMUI, I ICATIONSNATIONAL HIGHIYAY AUTHORITY
OESIGN CONSULTANTS J
O 5i I :t:iiiH EEBj,'I,1,-,0.i ' , - Jcihno.Conssl i
. : J i l l c t n q l i o n a l
PROJECT TITLI :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION FOR NORTH PACKAGE
TITLE :
PESHAIfAR - RAMAK N-55(PACKAGE - r r r )
FROM Kml032+000 TO XmtZZg+000
ORAWING TITLE :
TYPICAL DETAIL OF MINORINTERSECTIONS
- RH - I e2 -FERP-Ns5 - cN -p3 -02 1
IIIIIIIIIIIIIIIItIIII
l=l
I I L E D
KERB STONE .1--RlI
-l--*t_
Class "A-1" Concrete (Precast)
Lean Concrete (lnsitu)
Class "B" Concrete (lnsitu)
Class "8" Concrete (Precast)
Lean Concrete (lnsitu)
Class "B" Concrete (lnsitu)PLAN
ffit -
l : lSECTION
P.C-C. TtLE FOR FOOTPATH
PLAN
(vARrES)
TYPICAL DETAILS OFKERB STONE
TYPICAL DETAILS OFEDGE ELOCK
-l*l
SECTIONTYPICAL DETAILS OF FOOTPATH
G.I. HOLDFAST(75mm LONG)WELDED TOSTEEL PLATE
MS STEEL PLATE 60x8MS PLATE 40mm x 6mm
VERTICAL GRATING
Class'A.1" Concrele (Pr6ast)
Lean Conc.ete (lnsitu)
Morlof (1:3)
rYPrcAL DETAiLS OLDOUBLE SIDED KERB STONE
DETAIL OFNEW JERSEY BARRIER
P.C.C. l i les (300 x 300 x 25)
75mm Lean Concrete
Earth Compacted upto 90%
DRAFT
Jcctano -Consult
Jt lcr no{ ir r , r l
PROJECT IIILE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION FOR NORTH PACKAGC
PESHAWAR - RAMAK N-55(PACKAcE - r r r )
FROM Kmi032+000 TO Kmi228+000
DRAWING TITLE :
TYPICAL FOOTPATH, NEWJERSEY BARRIER, KERB,
I ]RATINGS & P.C.C. TILEDETAILS
DESIGNE0 : y .F .
R H - I 9 2 - F E R P - N 5 5 - G N - P 3 - 0 2 2
ILI lREv.
II
IIIItTTIIIIIIItItIIII
0. 01 0 16.0 cm Asphaltic Base Course
25.0 cm Watet Bound Macadan
50.0 cm Base / Sub base
2O.O ch Sub Grade
10.16.0 cm Asphalt ic Base Course
30.0 cm Base
18.0 cm Base / Sub base
20.0 cm Sub Grade
0-=' - -. ^ =--
=4o-==
=,U-=
^ ^ =
. ^ ^ i
==
1 40--==1 S 0 -
13.0 c6 Asphaltic Base Course
30.0 cm Base
20.0 cm Base / Sub base
20.0 cm Sub Grade
20.0 cm Sub Gtade
0
20 20 1 0 14.0 cm Asphalt ic Ease Cou6e
25.0 cm Base CouBe
20.0 cm gase / Sub base
20.0 cm Sub Grade
30 30
40
20.
40 30
50 50 40
60 60 50
7 70 60
80 80 70.
90 90 80.
r00 100 90
1 1 0 r 1 0 100
120 120 1 r 0
130 130 t20
1 4 0 1 4 0 130
r50 150. 140
Ch:1 058+060PIT No. TP- 20
C h : 1 0 5 9 + 1 0 0PIT No . TP .21
150.
C h : 1 0 6 3 + 1 6 0PIT No. TP.22
Ch:1064+500PIT No. TP- 23
1 0 12.0 cm Asphalt ic Base Cou6e
19.0 cm Ease Course
10.0 cm Ease / Sub bae
20.0 cm Sub Grade
0-J
=zo--l=so-==' - l
JU-
- - l
ou._
-=100-==1 1 0 =
=lso.J
0-=IU--=
^ ^ =zu_=l
30--=iq
=- - l
==
anJ
=00=. ^ l,u-=-JU--=
, ^ =-- -=
3.0 cm Asphaltic Base Course
30,0 cm Water Bound [la€dam
25.0 ch gase / Sub base
20 28.0 cm RCC Slab
'15.0 cm Lean
13.0 cm Base / Sub base
13.0 cm Asphaltic Base Cou6e
20.0 cm Base / Sub base
20.0 cm Sub GEde
30
40
50
60
70
90
r001 1 0
I
1
1
1
1
1
120
130
1 4 0
150
Ch:1 1 26+050PIT No. TP-24
C h : 1 1 2 6 + 4 0 0PIT No. TP-25
C h : 1 1 2 6 + 6 5 0PIT No. TP- 26
c h : 1 1 2 7 + 0 0 0PIT No. TP- 27
n-_ i
. ^ =^-=- - l
ro-l=- - t -60-=- ^ =,u-=-o^ l- - l
^ ^ =vv-=
- ^ =^ ^ -- - i
- ^ ==
lo--i-=
013.0 cm Asphaltic Base Course
15.0 cn gase Course
55.0 cm gase / Sub base
20.0 cm Sub Grade
r0 10.0 cm Asphalt ic Base Cou6e
19.0 cm Sase Course
15.0 cm Base / Sub base
2030.0 cm RCC Slab
10,0 cm Portland Cement Cmsete
30.0 cft gase / Sub base
20.0 cm Sub Grade
2 30.0 cn RCC Slab
16-0 cm Ponland Cement Concrete
30.0 cm Base / Sub base
20.0 cm Sub Grade
30 30.40 40.
5060 6070 708l 8090
I'|l
1
1
1
I
r001 0 0
1 1 01 1 0
120120
130 1301 4 0
1 4 01 5 0 r50
Ch:1127+250PIT No. rP-27A
c h : 1 1 2 7 + 5 0 0PIT No. TP- 28
Ch:1127+750PIT No . TP- 29
C h : 1 1 2 8 + 0 0 0PIT No. TP- 30
0.
r020
30
40
50
60
7
80.
90
100
1 1 0
120
1 3 0
0
t 0
20
30
40.
50
60
F@R TENDER OhNLVOESIGN CONSULTANTS :
; { \ Enq i neer inq ce nera lE=Z' consulranri Ecc (Pvt) Ltd.
AA ;':iffj'r-Jcclno.Co"s,,lr.4 . ' . : . ' , : . : .9 ' c . i i . , t , t ' . ' t . t t t Jn tc r n a t io n" !
PROJECT IITLE :
FLOOD EMERGENCY RECO.NSTRUCTTON. PROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PAC(AGE
T I I L E :
PESHAWAR - RAMAK N-55(PACKACE - I I I )
F R o M K m 1 0 3 2 + 0 0 0 T O K m t 2 2 8 + 0 0 0LOGS OF TEST PITS
- R H - 1 9 2 - F E R P - N 5 5 - C N - P 3 - 0 2
lllfllIllrlIII+IIIItltltItlrl
- ^ t
=40--=q
=
6U-^ ^ t
=. ^ =^ ^ =
==
40-=
16.0 cm Asphalt ic Base CouEe
19.0 cm gase Cou6e
12.0 cm Base / Sub base
20.0 cm Asphalt ic Ease Course
'16.0 cm gase CouEe
12.0 cm Base / Sub base
0-j
10---
- - -^ ^ =' - l -40------l=
-=60-=-=' ' l
80==90-----l=
====
40---=
22.0 cm Asphalt ic gase Cou6e
'18.0 cm Base Course
1 0.0 cm gase I Sub base
10,0 cm Sub c€de
' o -
r0-=
30-==q
qd---=
- - l -70----l
480-==90-==. ^ =ru--
.u-=
"n-.E- - :- l
50J
15.0 cm Asphalt ic Ease Cou6e
10.0 cm Ease CouEe
20.0 cm gase / Sub base
1
1
I
1
1
1
Ch :1 1 28+250PIT No. TP- 31
C h : 1 1 2 8 + 7 5 0PfT No. TP- 32
C h : 1 1 2 9 + 2 5 0PIT No. TP- 33
C h : 1 1 2 9 + 7 5 0PIT No. TP- 34
0 0' 0 t 0 15.0 cm Asphalt ic Base Cou6e
13.0 cm Base Colrse
18.0 cm Ease / Sub base
20.0 cm Sub Grade
1 03 cm T.iple Sulace Treatmentlu.u cm Hase4.0 cm Asphaltlc Base Cou6e
20.0 cm gase
13.0 cm Base / Sub base
20.0 cm Sub G.ade
'19.0 cm Asphaltic Base Course
23.0 cm gase / Sub base
20.0 cm Sub Grade
?o30.0 cm RCC Slab
1 5.0 cm Ponland Cement Concret€
20.0 m Base / Sub bi:se
1 020 20 20
30 30 30 3040 40
5040
50.JU
60 60.70
6070 70 70
80 80. 8090
8090 90 90.
100 100
1 1 0
120
130
140
150
1 00.1 r 0
1001 1 0 1 1 0
120 120 r20130 t30 1301 4 0
1 4 0 140150. r50 1 5 0
Ch:1 1 30+250PIT No. TP- 35
C h : 1 1 3 0 + 7 5 0PIT No. TP- 36
C h ; 1 1 3 1 + 7 5 0PIT No. TP.37
C h : 1 1 4 8 + 3 0 0PIT No. TP- 38
22.0 cm Asphaltic EaseCou6e
'16.0 cm Base / Sub base
20.0 cm sub Gcd6
t 0 18.0 cm Asphaltic Base Cou.se
14.0 cm gase CouEe
24.0 cm Bass / Sub base
20.0 cm Sub Gcde
20
40
50
70
80
90100 1001 1 0 t ' 101 ' 1201 3 0 1301 4 0 1 4 0
150
Ch:1149+700PIT No. TP- 39
C h : 1 1 5 1 + 7 0 0PIT No. TP- 40
0
1 0
20
30
40
50
60
70
FOR TENDER ONLV
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNAT1ONAL HIGHHAY AUTHORITY
DESION CONSULTANIS :
;f i\ €n gineering General=z t Consu l tan ls EGC (Pv t ) L td .
A\Is. !.]i#!L7.,4,0'co',utr. i. :. i, .i. i"i.9.9. 1:. t i.:., I :,Yr'i:i J nlt r a I io na t
PROJECT IITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PACKAGE
TITLE :
PESHA]YAR - RAMAK N-55(PACKAGE - r t l )
FRoM Kmi032+000 T0 Km1228+000LOGS OF TEST Pi
- RH - I 9?-FERP -N55 -CN
OATE .
! A Y . 2 O t 2
IIIII
III
IIIIII!I!itItIIII
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l -
torffi) I:trI
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R - 2 IOVERTAKINC PROHIBITEO SIGN SPEEO LIMIT SICN
X - Z J - IstGN srzE
90cm l0scm
l . o
6 . 49 . J
5.2
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, h , h ,l - f f i
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I T;I
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CUSTOM CHECK SIGNR _ 2 8 IURN IO RICHI SIGN
l"rdftriL!
GO STRAIGHT OR RIGHT SICN
stcN stzE90cn 105cm
I 1 . 2o 7 . 6
1 0.0 t r 721. 32
J J . Eh J Z . 7
stGN stz€90cm 105cmL O
i l . o I lI J r . 0
4 l . 0 4 7 . 6h s2.0 60.7
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| 1 . 7d
4 . 52 9 . 5
5 . 6
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R - 4 0KSEP L€FI SICN
R - 4 1LANE CONTROL SIGN
R - 4 4 - I
-I-FFI_FF
DIVIOED HTGHWAY SICNR - 4 6
DMDEO HIGHWAY SICNR - 4 7
SHARP O€VIATION OF ROUTTR _ 5 1
SHARP OEVIATION OF, ROUTT TO IHE RICHT(FOR SHARP OEVIAIION OF ROUTE TO rHE
LEFI 'WITH SIGN REVERSED)
TO THE LEFT
stGN S|ZE
90cm l 05cm
1 . 0 1 . 2b
ro.5
5.0
h
k
SIGN SIZE
l 05cd
1 . 0b
r 0 .57 . O
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90cm I 05cd
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l t . 6
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slGN srzE90cm 105cm
t . 0 t - 2b
6 . 4
25.O5.0
h 1 5 . 0
CO STRAICHT AHEAO SIGN
SIGN SIZE
90m 105cfi
r 0.0 t l
6.02 J . 5 2 7 . 4
5 . 2h
6.0
A d t c p A t ' ,Tffi
SIGN SIZE
90cm 1 056t . 0 l - 1
0 4 . 75 . 6
r o.52 7 . 4
4 . 5 J - 2
slGN slzE
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4 . 7r0 .5
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SJGN SIZE
l 05cm
l o
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h t . t o eE-
F@R TtrNDER @NLV
GOVERII}19111 OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HICHI{AY AUTHORITY
DESIGN CONSULTANTS :
/f, l E n gineerin g GeneralVConsu l tan ts EGC (Pyr ) L td .
AVd\ :'iffi1 J,chno Con,utt, i. ;..1. .1 i,1,9,1.1i,.1.5.:", '..yii.' JntunaIiona[
P R O J E € I T L E :
rLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIEN AND
SUPERVISION FOR NORTH PACKAGE
T LE :
PESHAYAR - RAMAK N-55(PACKAGE - I I I )
F R O M K m l 0 3 2 + 0 0 0 T 0 K m t 2 2 B + 0 0 0REGULATORY SIGNS
DESICNEO : Y.F.
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- l
II " i
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F r ) (MERfE;cN
-r- /
A/ / i \ '
r. ,ffi[\{@$;44
u'*95'i't* A*Al.\
SIGN SIZE
90cm l05cm
4 , 1
7.05.0
2.9
1 2 .
srGN stzE90m 105m
I
b 6 . 56.0
SIGN SIZE
90cm l05cm
l
c J 4 .
7 . O| 4 - 0l 5 . o l 7
. 5
MAJOR ROAO AH€AOw _ J 9
stcN stzE90@ 105cm
4 . 11 . 2
J . U 5I 1 . 0 1 2
OTHER OANGER WARNINGw - 4 0
slGN srzE!X)cm 10Scm
J , 5 4 - lo 1 . 2
o /2 - O
t25.0
NOTES :I - fOR SICf, LOCTTPNS RI'ER TO PUN SH€ETS.
2 - F|X^L LoClrOt Io 8€ o€clof, 8y lse €NGlie€R ^s pER stl€.I - SOyE Or IHe s rcN t l c€s as sHowx ^Rt n€y€ns t8 tE ^do ta€
ACTUTL FACE o [T l tL sHALL 8€ to€xr ra r€o rRtOR lo pqc tNc aHr
OND€RS.
a - ALL SICN5 rO HrvE H|CH rN l (xs l ry cEf lac t ryE sHtETtNcs txlccoRolncE w l rH IHE R€LEV^HI CUU5€ lX TH€ SptCtF tqTrOn.
5 - S |GN le6€f ,0s 5H4LL 8C rppROv(O 8y [ l c tNe€R lNo cLr€x l ,
w - l
stGN srzE90cm 105cm
t . oo 6 . 5
4 . 0 71 J . {
o 6 .J . ) 4 . 1
| 4 . 5
srGN stzE90cd l05cm
4_1t . 0 t . 2
| 4.0E.0 9 . 1
4.2
SIGN SIZE
gOcm 1 05cm
4 . I
r 2
J J . O4.0
9 . J
r l
stGN srzE(X)cm 105cm
5 . 5 4 . tt . 0 t_2
4 . 1
1 . 5 q . t
. I H L
MAJOR ROAO AHEAO
stcN stzE9ocm 105cn
4 . 1
e
1 5 . 0h J
6 - 4
wCLITNT :
, l i . to t , GOVERNIT|ENT OF PAKISTAN. . . ; : ! : MINISTRY OF COMMUNICAT]ONS. i f .&i runuoN.Al HtcHr{Ay AUTHoRtry
OESIGN CONSULTANTS :
if l \ Engineering General:z / Consu l tan ts EGC (Pv t ) L td .
AVd\ :#,.,,- J"chnn'Co,,ult.L,:, i ., . 3" i.|.9. F- l i" i,5.;",
1.,, ,.r J ntq na I io nat
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERVISION FOR NORTH PACKAGE
T I T L E :
PESHAIfAR - RAMAK N-55(pAcKAcE - t r r )
FROM Kml03?+000 TO KmIZAB+000WARNING S ICNS
-RHj t 92-FERp - N55-cN-p3 -0 z
IIIIIIIIIIIIIIItltltlI
l d
--!s
t { i
0IRECIION SICN orREctoN stcNt _ 4
r-i---l ^ . ^ - - l s rcN s rzE II l 2 2 5 r s l 3 0 0 x r 2 o ll o f 1 8 0 . 0 l 2 4 o . o l|o-f 455-fdo-.b-I c I l . E L 2 . a I
ffi
200n.'
F#
200m
ffi
200r
J---t-
I -r---f-
1
TI/-I
II
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I
I
ffii
l"+ +-
Tt _
t-T"Tt-I'T-
I
T
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I
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FIRST AO STANONl _ 9
l . i , F l-.:-H'HPflROL PUMP
--1--'AUTO REPA]R SHOP
t - t o HOIEL ,/ MOT€Lt- t . l
+l--l_-+ql-..j-l_--4l
R€STAURANTt - l 4
ffigAFETER'A
t _ t 5srGN S|ZE
l ? 0 x 1 8 06 0
5t t d
7.O4 0
t 4
SIGN SIZE
90 x 135 20x 180
I
Id
a 5 t - o
t 6 .12,O
t o _ 5
srGN stzE120 x 180
6 0
0
J 4 0
6.0
26.O4 0
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I-Il
Tl-I I-L:
-lI
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j{
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nr*n
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2A0^DESTINATION SIGN
(zh 0f !t{rs of rffi)
I--_i____r +#+Fgus sroP
ffiPARKING
f---
l"o*rsf91l'29-lI I r z0 r120 Il-;--T--6.0--l|-;-T-1.4--l c I J 0 . 0 |I d I r l .0 ||-
"-f J1"o---1
f-t-f:5o--t 9 | 4 0 . 0 |
-1"+lH
PTCNTC strt
HOSPITAL SIGNt_22
l_.^-^l srcN srzE It F ^ ^ r . | -
| | s 0 x s 0 l 1 2 0 r r z 0 lfo]ls-T-6n--iI b I l . E | 2 _ 4 I-;-T-6t3-fsito
-l
TTTIgTTtrP]-i-ft0-ffdt-l
SIGN SIZE
12o x 120
I z 6 .0q
1
I c l l . l l r l- f f i
GENERAL INFORMANOtr
JUNCTION SIGN(2S6 Wif Ot {gDr)
stGN slzE
90 x r35 1 2 0 r 1 m
| 5 .0
a I
t 4
| - foR srcN LocAilOx: Rtf(F to pllx SHEETS.2 - flx^L t6^no{ ro 8t otcloE ar lHe €xclx€E, 15 Ffi 5t7€.l - soxg 0F THe srcN f^cts ^s ssowN A8€ Rtv€nst8t€ l fo tHE
rclu^l tlc€ Dtr't 5!^u BE to€trlftEo pRtoR lo puct!6 rxf0R0ais.
. - l!! stcns lo HlvE F.cH trtttstty REtL€crNe sHfElr{CS tNACCORD^ICt wrrH rHt qtLty^Nl cuus€ tx tHe sptctflc4Ttoi.
5 - 5tcx L(cEHos sut! 8t ^ppnovED sy €Nct|g€i AXo cu€Xt_
|.-l|-l*
(-\\,
ti
NOTES :
DRAFT
FOR TENETER ONLVOESIGN CONSULTANTS :
lS Enq ineer inq Genera lRz ' Consut ran t ; EGC (pvr ) L rd .
,4'\A\ 1ffi,- x,chnn-Consult,.i..;. X', l" Li.9,9. I 1,.1.1.:,,';iYti"r J n I il tr,t t i o na[
effuli covERNMENT oF pAKtsTAN; i+ . ; MTNISTRY 0F coMMUNICATTONS
,.S*< N. T|oNAL HIcHyAy AUTHoRjT.T
PROJECI TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJECT FOR DESIGN AND
SUPERYISION FOR NORTH PACKACE
TITLE :
PESHA]YAR - RAMAK N-55(PACKAGE - l 1 r )
FROM Km|A32+0OO T0 KmtZ2B+000INFORI ' {ATIVE SIGNS
oRAwrNG NO.
D- RH- I 9?-FERP-N55-GN-P3
IIITIIItIttIIIIItITIt
PAVEMENT MARKING L INES
FOR DIMENSIONS L & W1, TO W5 (SEE TABLE.I)
fi^ War={-t n
/'1 Io l_r_+
T' l+ 30
ffiSECTION A-A
L , 3L (SEE TABLE 1)3U
U
REFLECTORISED PAVEMENT STUD(RAtsED PROFTLE TYPE)
L1 . BROKEN GUIDE LINE. WHITEAT CENTERLINE OF OIVIOED (SINGLE)2 LANE HWYS AND LANE SEPARATION OF DIVIOED (DUAL) Hv\. /S
3L (SEE TABLE 1) I- la t L
>* F IE" l!-L2 . BROKEN WARNING LINE. WHITE
AT APPROACHES TO OANGER (e.g ROUNDAEOUT. t l jEOtAN, OpENINGS & JUNCTIONS)
r- 5000ru1-tr__l IGFsl
+-
x- (SINGLE FACE)
ADDITIONAL DETAIL FOR MEDIANAND CARRIAGE WAY
; l-*ARROWS TYPE-t (STRA|GHT)
13. CONTINUOUS LINE. WHITEAT CENTERLINE NEAR INTERSECTION ANO AT NO PASSING ZONE
; l-+14. CONTINUOUS EDGE LINE.YELLOW
AT EDGE OF pAVEIvtENT OF ALL HWYS
= l ) 1 * 3 0
*-+L5 . DASHED LINE . WHITE
AT SEPAMTION OF THROUGH LANES FROM ACCELERATION / DECELERATION >-0.5 0 .5
- lE l-+ $- [
ENTMNCE NOSE DETAILARROWS ryPE-i l (COMBtNED)
L6 - DOTTED LINE WHITEFOR DEFINING VEHICLE PATHS WITHIN INTERSECTIONS
B l-+
*.
L7 . STOP LINE. WHITEAT INTERSECTIONS ACROSS PAVEMENT
0.5
+RED REFLECTING STUO (SINGLE FACE)
3 l-+L8 . TRANSVERSE YIELD LINE. WHITE
AT INTERSECTIONS ACROSS PAVEMENT IN THE SAME POSITION AS L7 LINE TO INOICATE ONE WAY
0.5 0.5
ARROWS TYPE-i l t (DEFLECTTON)(FOR < 60 km/hr) (FOR > 60 km/hr)
(Ls)
L9 . DOTTED LINE - YELLOWFOR EDGE LINE WHERE PARKING WAYS ARE PROVIDEO OUTSIDE TH€ LANE
LANE SELECTION ARROWS - WHITEo l3 l*+
TABLE .1
ROADWAY SPEEO (mm) W2 w3 W5
< 5 0 K m / H r . 2000 '100 r00 100 300 100
5 0 . 8 0 K m / H . . 3000 120 120 150 300 1 0 0
3C Km / Hr. 4000 120 r50 200 400 1 0 c
EXIT NOSE DETAILNOTES: -
1. ALL OiMENSIONS ARE IN MILUMETERS UNLESS OTHERWISE
2. AT APPROCHES TO INTERSECTIONS / ROUNDABOUTS. CENTER LINEOR LANE SEPARATION LINE (11) BECOMES (12) FOR A LENGTH = 15OM' ANO CONTINUOUS LlNE (13) ron usr sorq.
L1O. CONTINUOUS L INE . WHITEFOR OELINEATION OF LIMITS OF PAPKING SAYS
3 .4 .
t:191!t^9F_s,roRKE !N (12) = LENGTH oF GAp rN MATCHTNG (11).LOCATION OF OIRECT]ONAL ARROWS, NOSES AND STOP SIGN SHALLBE PLACED AS DIRECTED 8Y THE EN6INEER.
REFLECTOR YELLOW
OUTER EDGE OF SHOULDER
REO REFLECNNG STUO (SINGLE FACE)
OUTER EDGE OF SHOULDER
F@R TENIE)ER ONLVCLIENT :
;itfi-, covERNMENT oF PAKTSTANi:; ' ; - MTNISTRY 0F C0MMUNICATIoNS
1**{ NATIONAL HIGHI{AY AUTHORITY
OESIGN CONSUL]ANTS :
AA r':.fti' :7,,i,,,o'Co,sull.1 . ; . I ; . , i "? , t 9 . l l i , . l : . : . .
'X i . ' I t i ' l ' r t t , t t iona l
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCT}ONPROJECT FOR DESIGN AND
SUPERVIS ION FOR NORTH PACKAGE
TITLE :
PESHAWAR - RAMAK N-55(PACKAGE _ I I I )
FRoM Kml032+000 T0 Kmt2Z8+000
DRAWING TITLE :
DETAILS OF PAVEMENTMARKiNG
0ESICNEo : y .F .
-RH - I 92- FEBP-N55 -GN-P3
I:
ljI
!
ril ? 9 1I r------1 |
l - ll | o t lI t - t ll - l
MOUNTED ALONG FILL SLOPEMOUNIEO ON STRUCTURE
MOUNTED ALONG SIOEWALK OR ISLANDryP/CAL PLACING OETAILS OF ROAD SIGNS
OIAECTId OF TMFFG &EXII R&P/ SP LIN€
FlLlt lr-ll l l . . l l ll | r ) i l ll l l v l J lI t t o r t i lI l - l l
PLAN
ORIENTATION OF SIGN IN PLANRELATEO TO DIRECTION TRAFFIC
PLACING OF SIGN ATNOSE
lOrA l5frm,Trltul
l2hc OhSOLT
N O T E S :1_ ALL DIMENSIONS ARE IN MILLIMETERS.2_ USE OtA 75mm G.t.pOST WtrH 4SO x 4S0 x 800 FOUNDATTON CrypE-t)
FoR pRoHtBtlvE,MANDAToRy,wARNrNG AND svltr- rruroirvlroRy stcNS.FOR LARGE SIGNS USE 100mm O|A.POST WTH gO0 x 8OO x 1000mm CONCRETEposr FouNoATroN F/fFrl FoR srcNs wrrH FAcE AREA LARGEn rnnr.i i . isq M.USE 150mm OtA. pOST W|TH tNSITU RETNFORCEO CONCRETE FOUNOATiOT(TYPEnil)
3- TWO SIGN PLATES MAX. MAY BE PLACED ON ONE POST ASSEMBLY.4- A SIGN POST SHALL NOT 8E MOUNTED IN THE MIDDLE OF SIDEWALK.5_ WIDTH OF CAST IN SITU CONCRET€ FOUNOATION FOR LARGE SIGNS (TYPE.III)
sHALL BE sAME AS IHAT oF srcN FACE, WHERE As trs gneaorN aNo oeptFiSHALL BE , I .OM
6_ THE CONTMCTOR SHALL SUBMTT rHE MOUNTTNG lnO reStEr,rrr.rC OETATLS FORTHE ENGINEER'S APPROVAL
LEVEUTNGNfrS
12mn On 7 ANCHOR gOLt3@m LOG
CNCRf ,ECUSS'A '
oElAtL.8,(TYPE it I ill)
POST FOR LARGE STGNS (> 1 5 sq m FACEAREA)(TYPE.i l e l r0
tsE€ mE.4
IIIIII
Ig5
;U
"{'7,*q\i'.gjq.
SECIION B.g
ERAFT
F@R TENDER ONLV
GOVERNMENT OF PAKISTANMiNiSTRY OF COMMUNICATTONSNATIONAL HIGHi lAY AUTHoRITY
PROJECT TITLE :
FLOOD EMERGENCY ROCONSTRUCTIONPROJECT FOR DESICN AND
SUPER'VISION FOR NORTH PACKAGE
TITLE :
PESHAWAR - RAMAX N-55(PACKAGE - I l t )
FROM Xm1032+000 TO Kmt228+000
FIXING DETAILS OFROAD SIGNS
O A T E : I S C A L E :
IIttIItIIITIIIIIItIII
: R N Ioo
(Source: ASSTHO,WB 20)
A n0/"---::1'-
o j.o"h
Section
, r .oo ,9[-ll
A n0/"t-:::--
Factors for standardizedwidening in transit ion sect ion^ - I
L Lc n
0.00 0.0000 0.50 0.4000.05 0.000s U . C J 0,4800 . 1 0 0.0040 0 .60 0.5600 . 1 5 0 .0130 u . o c 0.6400.20 0.030 0_ 70 0.7200.25 0.0620 0.75 0.8000.30 0.1 020 0.80 0.872U . J J 0.1 620 0.85 0.9280.375 0.200 0.90 0.9680.40 0.240 0.95 0.9920.45 0.320 1 .00 1.000
Total Width of lanes in narrow curves in m;Ti"r"o['ot["'inneredse )
'15 20 Z J 30 40 50
wilh medianrecommednded
for angles <
total width otwidened tane )
l n m8.70 820 7.80 7.80 7.450 7 . 1 0 O . J U
without medianrecommednded
fil angles <: 9 0 '
total width of2.lanes )
traveled way16 .80 16.05 15.30 1 4 . 1 0 { ? ( n 12.90 12.00
L= Design speed in m
q
I
Details of median barrier ends
l f \ , \ lD ) / ^ \ l - : .I L J l l n ' ' / i i \ l r - l lg U U U U U U
FOR TENDER ON{LV
GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY
DESIGN CONSULTANTS :
/f,\/1f\N
! . a . T S S O C t A T E S
PROJECT TITLE :
FLOOD EMERGENCY RECONSTRUCTIONPROJICT FOR DESIGN AND
SUPERVISION FOR NORTH PACKAGE
T I T L E :
PESHAWAR - RAMAK N-55_ (PACKAGE _ r i l )FROM Kml032+000 T0 Kmt228+000
DRAWING TITLE :
HAIRPIN CURVES \-RH- I 92- FERP - N55-GN-P3 -
ItItIITIIIIIIIIIIIII:l
J4( DRAFT t 4c
33! lt,9
J J 633r
33; t37
J J t t J6
l3 l , J5
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J J I
J J I
vPt sTAj = 1058+2O5.OOvPl EL : .130.26 ,
CURVE LEN - 100.00x =- zoit.ii
- : '
E = o.Ci2
) ) z
J J I
t30-: - -f: {
l2el
;
i i !. vPl SIAI = 1058+105.00: vPt EL : J30.00 j
. . . . . l , cqn ,ve_ ie r = . loo .o0' X = 2 8 6 . 9 1
.: t = 0 . 0 a
;: 1 ,
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l l l i i
liljr+__l '- l
32 I
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t " ' " - ' \27HEIGHTWIOTHINV- L
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cH. (Km) 1056+050 1058+075 1058+100 1O5a+125 1056+150 1058+175 r058+200 1058+225 1058+250 r05a+275 1058+3OO tO58+J25 r058+350 1038+375 1058+4OO
eo/oL.S - 2 . 4 - 2 . 0 - 2 . 0 t o 0R.S - 2 . 0 - 2 . 0
CLIENT ;
,.:|!!!4-::tJ&
GOVERNMENT O' PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL FTIGHW.AY AUTHORITY
OESICN CONSULIANTS :
l s l En g ineer ing cener i lEz | Consu l tan ts EGC (Pv t ) L td .
A7[\ . i:f;r i- nc/rro-Co,,su/t! A r - i o c r r ; e s , . V - . . J n l c r n o l i t n a i
PROJECT TI ILE : TITLE
PESHAWAR - RAMAK N-55(PACKAGE - r r r )
1 0 3 2 + 0 0 0 T o K M t 2 2 8 + 0 0 0KM
DRAWINGIITLE
PROFILEK M 1 0 5 8 + 0 5 0 T 0 K M t 0 5 8 + 4 0 0
oESl6NE0 : M.Y.F DRAWING NO.
iD- RH- I 9?- PERP-N55- PR-P3-1 C2ORAWN N . RLOOD EMERGENCY RECONSTRUCTION
PROJECT FOR DESIGN .ANDSUPERVTSION FOR NORTH PACKAGE
CHECKEO OAIE
u a Y . 2 o r 2
SCALE :
v = r N 0REV
,REV DAIE DESCR,PiION APPR APPPOVEO
ItIIIIIIIItIIIIIIIIII
34( tD)tRAtFlTS U U / ^ U U 140
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cH. (Km) 1056+400 1058+425 1058+450 r05a+475 1058+500 1058+525 1058+550 1058+575 1O5a+600 1058+625 r05E+650 1058+675 1058+700 1058+725 tO58+750
eo/oL.S - 2 . 0 - 2 : 0 -2 .0 t o 0x . - - 2 . 0 - 2 . 4
CLIENT :
,iiG,. GoVERNMENT 0F PAKTSTAN: : : - M IN ISTRY 0F C0MMUNICAT IONS
.;.S&* XrrtOruAL HlcHlrAY AUTHoRITY
OESIGN CONSULIANTS :-d Enq ineer inq Genera llgJ t co isur ranr ; EGC (PYr) L td .
-/rf\./tr\A - . A . A 5 3 q C I A I E S
7cc l r ro -Corsu l l
PROJECT lITLE
FLOOD .EMERGENCY RECONSTRUCTIONPROJECT FO.R DES{GN AND
SUPERVIS ION FOR NORTH PACKACE
TITLE
PISHAVAR - RAMAK N-55(PAC(AGE - I I I )
KM 1032+000 TO KM 1228+000
DRAWING TIILE
PROFiLEK M 1 0 5 8 + 4 0 0 T 0 K M l 0 5 B + ? 5 0
DESIGNE0 : M.Y.F DRA!'IINC NO.
: D - R H - r 9 2 - F E R P - N 5 5 - P R - P 3 - 1 0 4ORAWN N . R
CHECKEO OATE :
v A Y . z o l ?
SCALE : REV. :
0tev DATE DESCRIPTION \PPR APPROVED
IIIIIIIIIIIIIIIIItII:l
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t !
l_4
:
q l q io l @
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CH. (Km) 1058+750-
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