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F@R TtrNDER @NLV

COI/ERNUENT OF PAISSf}NUffISTRY OF COIIUUNICATIONSNAllON;], ITIGETAY AUTHORIIY

DESIGN CONSULTANTS :

$Esilli*t$iTiLr"..AA ;$f;$ gectro.Consalr

.3 ;" i ; .3" 1.,i.9..c- 1i,,1,5, 1.. "€1' Jnh natio nal

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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ffrx"-*qb--*4FOR TENDER ONLV

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

t 1

t J .

1 4

r 5 .

t o

1 7

r 8

I l 1 ! = <_- ' u J/;.\ lF=-- \U U

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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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

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PROJECT LOCATION PIJIN

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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

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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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- - - - - - -

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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

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TANGENT.TO.SPIRAL POINTSPIML.TO.CURVE POINTCURVE.TO-SPIRAL POINTTOTAL DELTA ANGLECIRCULAR DELTA ANGLESPIRAL DELTA ANGLE

PI

K

L

LTJ I

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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

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: 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

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mum Rate o f SuDere leva t ion

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i n imum Lenqth o f Ver t i ca l O. r i ve

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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 {

lI

i

III

I

I

I

I

I

iI

IIIIItIIIIIITIIIIIIli_-

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

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\_ _ _ :

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

lnl

l toR THilt(i

tml

G . 8 E A R

(frE Gl

G . O t S T

tnu

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(lE cl

L3

{tr}

R

orrl

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triRD)

ts

[nri iltu inr)

Tg

{nu

ALPHA

{ c R 0 l

LC

{ml

J l i 0 . 1 5 9

L=Lc+?ll_sl

L

utt

31I0.1 5f l

ItrtSTAtlrrll ill Pl

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

R

0.00

0.00

1 0'to

d 0 0 0

0 0 . 0 0

0 . 0 0

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

0.00

1130.0 ' t3

222,853

15.056

.t4.1 20

2?!2.i21

,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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301 6E?0.9.10 0G09El .75{ 1n .9630 I 133.04: l+{3.875 I 2.37E 1 0 G l r 3 6 0 , 1 ' t i

0.00 0.00 0.00 1d0.1r02 27,$31 ? x7.2{6 201.256 't 6.081 106? + 71{ .327301 1434.3!0 $ 6 2 6 t G . 7 1 0

1005 + !0 .0 '10

Km tL25+980 T0 1134+160 00

Km 1 148 + I4 I TO L 152+a27 .00

j {I

?)'-rr.r;6

s .N P I P O I N T EASTING

( m )

N O R T H I N G

( m ) (oEG) ( m )

D.ANGLE UR

( m ) { m } ( G R D )

Xs

tm)

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{ m )

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( m )

t s

( m )

ALPHA

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L=Lc+ 2(Ls )

( m ) (m)

srATroN @ Pl

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

1151 + i€J.3tfi

IJ '51 + t i )J.?{! i

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

Il.tIIIITIIIIIIIIIIIT

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

_ T orru

llfiT2 I,l ll v n-rf,,e,iftItAtll t \ o a ) lr_ l - l

l . * l

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

;..1..1{t..-5lII:,

,..,:j-i.3..... i -t*-: . i ' ' : 1

i - . - . . . - , ^ ' ; - - . . . . : . . ? 'e ! , ' - -4a ' r , . i . , ;

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'-*--l-\:lil n '- ".ii i: aT $'dI{[ $rs i

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,lf$__ iti:l,t* ;Iiii".#iitj,e$ijf {it5:\E{fi li_i:{ .T_(i ilfrsl_, lirlif, il*:\iI}.ritliji\r:I* -4-1-*i':$*trlil:-ii"*ld --B"ilil" lll;Ti**,*i::":!.ij;i.iiiiijiti*{ij

f..-is_-,1: .1.. **:ir-*--+

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'""'"..'----''-r''

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L: I

+'.7 ".}\

.'Fs- l.=tl

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

,lIIII

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ff1;r5'i?i$i'i ft$lT* -S"S"S{# ,.t1idi3$ li: Q $ll:,S-rl#: -H-S;I{S-$

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;i"{*-i---j' i\iY'-i i' . " < , t 1

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 ?

III,lI

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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

I

l -

torffi) I:trI

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t;

UAffi+i.-1ilW

r e r C ,ffi

+II,ffi

Wr-s---Fg-+

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l T r r

PRIORIIY ROAD HEICHI LIMIT SIGNNO LEFT TURN SIGN

R - 2 IOVERTAKINC PROHIBITEO SIGN SPEEO LIMIT SICN

X - Z J - IstGN srzE

90cm l0scm

l . o

6 . 49 . J

5.2

+'A it7ryE(f 5t0lil) xffi4iolt}w/w4

, h , h ,l - f f i

FE7ry^=/l[.4,L\-i"\\l\ PoqrcE /l//

\t/rb J-r-l-r br

POLTCE CHR€CK 7P05T

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TURN TO LEFT SICN

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

7 \

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| 1 . 7d

4 . 52 9 . 5

5 . 6

,ryst'ffi+iHqW

A d , c ' i d ' k 'ffil

LANE CONTROL SIGNR - 4 4 - 2

P , t , ( , t , f ,ffiffi

ikrl*l/{\\IN-klJrl -L-\ruUlllJg/ alaT

+F"FalCO STRAIGHI OR LEFT SICN

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

I JU,O J 5 . Ol & t

h I 4 . 5. 5

8 . 22 4 . 5

,ART slGN stzE

90cm I 05cd

b 4

| 4 .0J I . U

9 . J

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( 6 0 0 r 6 O 0 ) R -

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. 0D

c6 0 7 . O

l t . 6

JO.0

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

90cd 1 0561 . 0 1 - )

4 . 7r0 .5

t 5 .1 4 .

4 . 22 4 . 5

SJGN SIZE

l 05cm

l o

4 _ O 7

l 4d J r . o

6 . Ot . Q 4 . 2

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.

-RH- r ez -FERP-Nss -cN-p3 {z

tltlrltltliltlllll

tltlII

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HUMP SICNw - l 2

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105cm

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90cm l05cm

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MAJOR ROAO AH€AOw _ J 9

stcN stzE90@ 105cm

4 . 11 . 2

J . U 5I 1 . 0 1 2

OTHER OANGER WARNINGw - 4 0

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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

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l d

--!s

t { i

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--1--'AUTO REPA]R SHOP

t - t o HOIEL ,/ MOT€Lt- t . l

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t 4

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90 x 135 20x 180

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t 6 .12,O

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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 -

PLAN & PROFILE

TITIIII

OOO+99O1 ury OI OOO+89OL uryY I NOIIC]S

TItIIIIIIITIIIIITtItI

ItItIITIIIIIIIIIIIII:l

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33! lt,9

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33; t37

J J t t J6

l3 l , J5

3J, 3 4

13 .

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vPt sTAj = 1058+2O5.OOvPl EL : .130.26 ,

CURVE LEN - 100.00x =- zoit.ii

- : '

E = o.Ci2

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J J I

t30-: - -f: {

l2el

;

i i !. vPl SIAI = 1058+105.00: vPt EL : J30.00 j

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.: t = 0 . 0 a

;: 1 ,

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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

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I

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t !

l_4

:

q l q io l @

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J 4 -

3 4 1I

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APRON.SLAB & WING WALLS1/2

APRON S|jB

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TITLE

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FEttP-N55/l 531 -DR-1 1 5

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