IItlt'l,t'III,IItf,tItII,l,'l

g4- z) Li / rb3/ LA/o | /6{?,o

TIIDIl

'J^^^-+*1, 1-j, 2;)\2' ,

GOVERNMENT OF PAKISTANLlq>t - t4

\ rv u h l l l l l l lh l l r Yr I t - l l L IY r . - l l - 0 ,

. , \

MINISTRY OF COMMUNICATIONS L(\1\-\1/

NATIONAL HIGHWAY AUTHORITY -!,-! !'?Y

REHABILITATION OFKOHALA-MUZAFFARABAD ROAD (S-21

DAMAGED DUE TO RAINS & FLOOD 2O1O

PACKAGE-I (KM0+000 - 20+000)

VOLUME: IIIA

TENDER DRAWINGS

NOVEMBER 2011./

NATIONAL ENGINEERING SERVICES PAKISTAN (PVT.) LIMITED.NESPAK HOUSEl -C, BLOCK.N, MODELTOWN EXTENSION, LAHORE, PAKISTAN.

L

tIlrl"I.t'tt.t"IIIl.TIII

S. NO TITLEOFDRAWNG DRAWNG NO, TOTAL NOOF SHEETS

USl OF DRA\IIINGS AND GENERAL NOTES sA-224/1O2 /A AAOOI'I

2 SYMEOLS AND ABBREV]ATIONS sA-22+/1O2/1D /tAOOl A 1

3 TYPICAL CROSS SECTIONS s A- 224 / 1 02 / ID / aOO2,OO2B

PROPOSED PAVEMENT STRUCIURE (IYPES) sA-224/102 /rD /|^OO2C 1

ITGID PAVEI4EM DESIGN sA-224 /1O2/m /AOO2D 1

6 TIPICA! PLUM CONCREIE & RCC RETANNO TVALL DETALS s^-224 /1O2/m /tOO3-3b

7 RCC AREAST IiALL OETAIL & ]ABLE s^-224 /'.to2 /'tD /tAOO4-0o5 z

B TYPICAL DRAIN DETAIL sA-224/1O27m 1tA006

I TYPICAL CUL\ERT OETAIL s^-224A02nD /^AO7

1 0 TYPICAL SLAE CULVERT REINFORCEMENT DETA'- s^^224 /102/m /tAooB

TYPTCAL PAVEMENT I,IARXINC DETAIL sA-224 / 1o2/m /^oaq

TYPICAL SUPERELEVA'IION DETAILS s^-224/1O2 /ID /tAO10

, 3 ROAD SIGN FOUNDANON DETAIL sA-224/ tO2r',m /AO11 1

KILOME'IER POST DETAIL s^-224hO2/m /AO12 l

1 5 TYPICAL ROAD JUNCTION DETAIL sA-22+ / to2/m /Ao13 1

l 6 TTPICAL ROAD SICNS SA-22+,/102fD/Afi+ - mD 7

't7 SCHEDULE OF RE'AININO STRUCTURES s^-224/ to2 /m /no21 1

1a SCHEDULE OF BREAST WAIIS s^-224 /1O2/m /t^O22 t

t 9 SCHEDULE OF CULVERTS sA-224/1O2/tO /tAO23 1

20 SCHEDULE Of ]RA\€RSE POINT sA-224 /1A2/ tD /AO24 1

RCC COUNTERFORI RETAINING vill (Sl"lDE AREA) F-001,F-002 2

PLAN & PROFTLE (KM 0+000 To KM 20+000 sA-224 /1o2/ID /co01 - 116 116

LIST OF DRAWINGS GENERAL NOTES1. ALL DIMENSIONS SHO}N] ON PLAN AND PROFILE DRAYIINGS ARE IN METERS WHEREAS ANGULAR MEASUREMENTS

ARE tN DEGREES, MINU'IES AND SECONOS (350' TO A CIRCLE).

2, EACH ORAY{NG SHALL BE READ IN CON.]UNCTION I,IIH OTHER DRAII,INGS'

3. GRID CO-ORDINA'IES AND ELEVANONS ARE BASED ON ASSUMED VALUES.

4. EXISTING LEVELS, DIMENSIONS AND TOPOERAPHY REPRESENT CONDIT]ON AI I}IE TIME OF SURVEY.

5 . L o c A L c H A N c E s I N H o R | Z o N T A L ^ E R T I C A L A U G N M E N T M A Y B E o o N E W T H P R | o R A P P R o V A L o F I H E E N G | N E E RAS PER SI'IE REQUIREMENTS.

6.SIRUCTURESSHoBNoNPLAN/PRoF|LEAREsYUBoL|c'FoRDETAILoFSIRUCIURESANDPRoTEcTIoNW0RKSSEE RELEVANT DRA}YINCS.

7. FOR PAVEMENT MARKINO AND ROAD SICNS, CONTRACTOR SHALL SUBMIT DETAILED SHOP ORA\IINGS FORAPPROVAL OF 'IHE ENGINEER.

E. LOCA]]ON OF UNDER GROUND CABLES^iU1ES SHOttN oN PLANS ARE APPROXIMATE. SXACT LOCA1ON SHALL

BE DEIERMINED BY IIIE CON]RACTOR AT HIS OW]\ COST.

9. ANy DAMAGE DONE TO THE UTtLtTtES DUR|NG EXCAVATION,/EXECUflON 0F \IORK SHALL BE |}'{UEDIA1ELY REPA-inro ro ne sATrsFAclroN oF coNcERNED AGENcY BY THE coNrRAcroR AT Hls ov!l\ cosr.

10. THE SUBGRADE MATERTAL SHALL HAVE A IIINIMUM SOAKED C.B.R. dF AU Af 952 M.D'O' AASII'O T-1EO'

11. THE SOAKED C.B.R OF EMBANKMENT MA]ERIAL SHALL NOT BE LESS fiAN 52 AT MODIFIED AASHTO DENSITYIH ICCONOENCC \ TH COIJPACTION ZONE OF EMBANKMINT AS SPECIFIED.

12. 'IHE LENC''HS, SLOPES AND INVERT L.EIELS OI CULVERTS, AS SHOVN IN SCHEDULE OF STRUCruRES ARE'-. iTIIIITiIE, NC COITNECTON SHALL PREPARE SHOP DRA$'INGS AT EACH CUL\ERT LOCA]ION AND SHALL SUBMI]FOR APPROVAL TO IHE ENGINEER PRIOR TO CONSMUCNON.

13. lHE CONmACToR SHALL BE RESPONSIBLE TO CATER FOR ALL IE|TPoRARY -lRAFflC DI\€RSIONS BEFoRE START

OF CONSTRUCTION OF IHE ROAD TO THE SAIISFACTION OF ENGINEER INCLUOING DETOUR ROAD AND ITS MAINT-

ENANCE, sPRINKUNG OF WATER, GRADING AND COMPAOTIoN v/llEN AND tttlERE REQUIRED AT HIS O\11'l CoST'

14. RETAININEAREAST/PARRAPET WALL, GUARD RAIL, CONCRETE CURB STONES, FOOTPA]H, REFLECTIVE MIRRORS'

PAVEMENI SNJOS ANO OTHER ANCiLLARY |]EMS SHAIL BE PROVIOEO AS PER SI]E REOIJIREMENJ OR AS DIRE TD

BYI}|EENG|NEERcoNtREc.ToRSHALLPREPAREIHESHoPDRAWNGFoREACHAC.IIV]TY/EACHLoc^TIoNAND SHATL SUEMIT FOR APPROVAL 10 lHE SNGINEER PRIOR TO CONSIRUC']]ON.

15. BITUMAN COATING (2 COATS) SHNLL BE APPLIED ON CONCRETE WOR(S FNCING. BACKFILL MAIERTAL/EARIHEN' - ; /bE" / iN t rscos isoer fueorose i \cL6Eo- iN ioucnr rEn l r rsANDNosEPRAIEPAYMENIsHArBE

MADE,

,. FOUNDATION MSE OF RETAINING STRUCTURES AND DMIMCE S]RUCTURES SHALL BE PL'ACED ONIO' FIRM/HARD/ROCKY STMTA

LIST OF DRABINGS AND G€NEML NSTESKOHALA TO i{UZAFFARABADPACKAGE_T

(KM 00+000 - 20+000)ffixifi8i*ffiffic s'"ucrsGOVERNIIENT OF PAKISTAN

MINISTRY OT COMMUNICAT'IONSNATIONAL HIG}IWAY AUTHORITT

ITITT.I

IT

I

IIIT

tII

III

I

l.

DEStot ctNtEt lltE

SYMBOLS

ffi

r-- '1

4 x . s , l | € d l d l c l

ql/6i|AE^nN6Mm

c/E

..r6r/x cssfiE'|oir x r

b r.oi*! r' c!n/! Pr a9

ABBREVIATIONSorfsrl 0a rrsdr Na t! E f sF i! clRcE cmpor( 0t m.nd{r& ss/dr,ft (3 Rr o. 8c*r2o{t* o$/e}

iE|roitlD cMinE l'€ cuw

rc*r or rcmo{E frEstmd

roNr 0f 'MNA ta€or (4! o. Honl*f, c!i\r9

F€RT'qEM }OUsE / IANPORAF'

HBI{ t6lsl0ll UNE PYl.or,l

l-^lLtl

m

:tEEI(::::::

B

X

u/_l

4-

oooa00

X

aurB 0f &rdorfia s.nc

slfFqrv rs

sPrir! ro cfte 9* *w0{0aE f Ni!/t GY crt.m)

4s e , asr, dtEN !6rx.c ($Fr)

unna 5ffEr rE\,n (r.a!)

CIRCULAR CURVE PARAMETERS

.TP A

ott of ql16 9sx

6AW|!Dno|l

niaodA

'pi rEso{A.r lssol€er of rufi*r Fuao iaa

Deucio* Ndr 0roiqorrr diE) uca.iJgro.'l.lcmAd

rrttrr |rl/a!r.48!E s F|.roi (lr c,s 6 E'R qjF/or(to.rrrKr.o.|E|EnlercrH 0f BomdtrA c(n!9srft|llui *E

utr uN slc

10{6',|l0olr

',Jcol'L'lc|H0fX44IAclri\]C

*mcr mr of cofiatr,{s Frir c. lfatN dt6)

vqrx aa of 8t66Etrc 0F r{0.rl 0i^0e

!rft:{ rcir of rr{dd G'0 cf \r*r|crl c|{vo

r€rN.. rErorrclrw to ?tc lmc$rtlsrrr(a PriPoddruR ro E lr||oall,

o6lrN6 GROTUD L.vlr (PROFrr4

sUI GAS I IVAIIR PIPE UNE

I+I

t".-T_'

A

I1X roo.oo

d-Ro

D srcN NU BER

gl'. 3r^ srmor (e{r|{a@

IFi{sFm mft,,&}FJ!$:t.e

KOHALA TO MUZAFFARABADPACIGCE-1

(KM 00+000 - 20+000)NANONAL TNGINEf,RT G SXRVICESPTKS',fAN (P!'r.) LtD.

GOYERNI{ENT OF' PAICSTANMINISTRY OF COMMUNICATIONSNATIONAL HIGI{IYAY AUTHOR1TY

tIIt"l.IIIIIITIIIII

II

REHABILITATION OF EX|S@KOHALLAH TO MUZAFFARABAD ROAD

6.1 - f.3ompsvrhrtr

?7,

VVVVVVVVVVVVVV' ''vvvvv,r--

I r ,L

;

N0TEST-

1r- Grqnutof sub-bdse rourse (CBR > 5OZ) shotL be co.,rpocted ot 9BZ oFa'- Aggregote bose cou.se sho( be Lold } l , l th nechohlcdl pqver(ptqslclty3,- Asphqlt Pover ls to be used shqll hove funciono( laser etenehts (,e

O.80m

PCC Poropet Woll

6ABIONPRBTECTITlNrvheaerequ'ned

RETAININ6 VALLt 'here reqqlred

?z ,.

Droin/ LINE

RCC BREAST VALL(Vhere Requl.ed)

PLUM CONCRETE

N,S,L AFTER DA|qAGES

am

3t'r

vlv-v-v-"- lrxrsrr*c_"y- KVARYING

I- ROCK FILL EMBANKMENT

'v

v

RBA!6t4"7M)

PRDPDSFD PAVEMENTA.VEARING CoURSE (ScD)ASPHALT IASE CoURSE (08cn)AGG.BASE CoUSE (aOcB)SUB SASE (25cb)RECI]MPACTIIN DF EX1STING METALBY AIDING AIDITIONAL SUB-BASEUR FLACED SUB-GRADE (30cm) IN952 MDD.

?nCENCRETE CLASS ,8, 13on,,rDVER COMPACTED A6G. 3ASE

4r- Aspholt Cohcrete Veonlho Course.AsphoLt content Z wt,of totqL nrxr.Percent qlr volds ln nlx

5r- AsDhatt Concrete Bose Counse

.Asphqtt conient Z wt,of totot t ' | txr

.Pencent oln volds ln nlx

SURFACE TO 952MATERIAL(where

TVO LAYERS VITH

MID li i th plo,s|ctty lndex=o,lndex(pl)=<3),

5enso|^s)

4,52 (,r'ln) for ctoss 3 nlx(dfter tolerohce tevet of -0.3).

3,52 (rnln) fon closs B hlx(olten ro(eronce tevel of -0,3),

fie! r: i:;

0.45mm

MDDrPqulred),c8R D8Z e

TEf{DER DRAWINGTCOVERNMENT OF PAKISTAX

M'NIS?RY OF COMIIUNICAI]ONSNATIONAI, HICHIfAY AUI}IORITY +,!E i|flS* E{crNrExING sr'vr"us XOHAL{ TO UZ}.T'!'JRAB.AD

PACKAOE-1(Io{ oo+oo0 - zo+ooo)

TYPICA CROSS S'CIION OF ROAD

IIl1

IIIIIITIIITIII

tG

II

KOHALLAH TO MUZAFFARABAD ROADREHABILITATION OF EXISTING ROAD(Type'll)

II

6.1 - ?.30mPAVEMENT

TIN6(VARYING

RBAD6!i-7lvl)

?/' r. (At Inler

PPNPNttrN PA\,i trMtrNT

A.VEARING COURSE (5CN)

ASPHALT SASE C0URSE (08cn)

AGG,SASE CEUSE (15cn)

PROVIDE GROOVES IN EXISTINGASPHALT LAYER AT 2I'4 INTERVAL

ctoss 3 nlx(ofter iotenonce tevel of -0'3),

i:i'n.i'

c loss B r ' l lx(dften tole.qhce tevel of -0,3)

CUT L INE

RCC BREAST VALLene Requlned)

CURB ST

0.80m

D.oinl

t>/

PLUM CONCRETE

N,S,L AFTER DAMAGES.z;

crt

PCC PoropetWoll

GABlONPROTECTIBN'nhere requlred

RETAINING VALLlthere requlned

&

CDNCRETE CLASSEVER COMPACTED

'B '130r ' rn

AGG. EASE

t-1rrI N0TES,-

lr-The depth of groove sholl expose upto undentylng uhbound fiotenlot, Gnooves shqll be

cledned dnd debrls btowh out tt lth conp.essed ol. Pnlor to loy dggregote bose loyer'

a'-Aggregqte bose course shott be told wlth nechqnlcoI Pqven(ptostlclty lhdex(pi)=<3)

3,-Asphqlt Pqver 15 to be used shqtt hove functlonot lqser elenents(l 'e sen5ors)

4r-Asphdl't Concrete Veonlno coLlrse

. Aspholt content 7 wt.oP totot nixl

. Percent qlr volds In nlx

5r- Aspholt Concrete Sose Counse

r Asphott content Z l it 'of totdl l^lxt

'PercEnt oln voids In |rlx

4.52 (nln) for

3-1',/.

3,52 (nln) fon

3-57, IEruDf;R #RALsJi.''(i$

0.45mm

conc ,

TYPICAL CROSS SEC'ION Of ROAD(OHALA TO UUZAFFAR}BADPACKAGE_1

(lGd 00+000 - 20+000)ffi|lfis* ffiTf#"'"*"'GOVERNMENT OT PAKISTAN

MINISTRY OF COMMUNICA11ONSNATIONAI, HIGI{TAY AUTHORITY

ItIIIIIIIIIIIIIIIIII

KOHALLAH TO MUZAFFARABAD ROAD N,S,L

O.45mm

q_I

I

CURB ST

0.80m

Droin/

l> t

CUT LINE

RCC BREAST VALLere Requ l red)

PCC Poropet

6A3IONPRETECTlONrhere requlre(l

RETAINING VALLlvhere requlned

CONCRETE CLASSBVER COI4PACTED

'B '130nn

AG6. BASE

?t ,. (At Intern

PBNPNStrT) PA\,/trMF'NT

A,VEARING CoURSE (scD)ASPHALT SASE C0URSE (08cri)

PLUM CONCRTTE

N,S,L AFTER DAMAGES

,. ?n4n

4-I1nT B

NETESt-

1r- Ih sectlons where exlstlng o.Epholt concrete(Ac) loyen sLlnfdce

trith tock coot, Pnlon the new qsphott oventoy, rectlf lcotlon of

ospholt tteorlng counse no.tenlol be conPteted, Exlstlng potlshed

cotd nitled (qt zero tevel thlckness reductlon) ot 1'5n oFF the

to ensure bondoge ond qvold stlppqqe to new ovenlqy, AsPhqltic

toven. Suoen elevotlons, undulqtlons qnd rlde quotlty toteronce

ls Intdct, dlnect AC oventoy sholt be ebPtoyed

ony locollzed weqk spot wlth deeP potchlhg $ith

surfoce of osphott loyen shott be suPerflcqllty

poveneht edge oh both sldes 'toword centre (lne

bo.se course (08cn) shott be consldened qs o levellng

tevels shotl be oddressed In ihis lqyen,

ar- Asphott Pqven ls to be used shqll hove functlonql losen etenents (le sensons)

Asphott Concrete Veqnlno Course

Asphott content Z t/t.of totot nlxl

pe.cent qln volds In nlx

Asphot t Concre te Bo.se Cou.se

Asphqlt content 7 wt.of totot nlxl

pencent o.lr voids In nlx

3,57, (nln) lon closs B l'rlx

3-5't

REHABILITATION OF EXISTING ROAD(Type-lll)

6.1 - ?.30mPAVEMENT

STING(VARYIN6

RBA!6M-7M>

4,52 (nin) fon clqss 3 nlx ((ol+e. tolerqnce tevet of -0.3).

3-3't

conc.

( (oF te r t o le | ^once l eve t o f -03 ) ,

Ttr|{*rR il)R,{\'$VtfdG$KOHALA TO IIUZAIT'IRIBAD

PACKAOE-1(KM oo+ooo - 2o+ooo)

TYPICAL CROSS sEqrcN OF SOAD

!ffiilfi$*ffiYi#" "*o"GOVERNMENT OF PAKISTAN

MINTSTRY OF' COMIIUNICATIONSNATIONAL HIC1TIfAY AUTHORITY sA-224/1AzrtD/ 1^AO2B

IIII'IITIITIIItIIIIlrII

KOHALLA - MUZAFFARABAD RoAD {S-21Package-l (Km O - Km 2O)

PROPOSED PAVEMENT STRUCTURE

Note:-Application of type of pavement structure sha-11 be verified by the

superviosary staff as per site condition pdor to commence the

construction activities at site or as directed by the Engineer.

Tfri'{sffixt sRAlfl'|fihis$

Chalnage Length(ml

Proposed Pavement Structur€(Tvpe)From To

0+000 1+000 1000 lypelII

1+000 1+300 300 'Ilpe-I

1+300 1+900 600 Type-II

1+900 3+ 100 1200 Type-III

3+ 100 3+500 400 'Ilpe-l

3+500 5+200 1700 Tlpe{lI

5+200 8+000 2800 Type-III

8+000 13+950 5950 Type-lI

13+950 l4+250 300 Rigid Parement

I4+250 14+600 350 Type-lI

14+600 15+000 400 Rigid Par.ement

15+000 15+200 200 Type{I

15+200 15+ 550 350 Chatta-r Kalas bridge location(Package-3)

L C f C C U 20+000 4450 Tlpe{I

Total Length (trl) 20000

GOYERNMENT OF PAiCSTAI.IMINISTRY OF COMMUNICATIONS

KOHALA TO UUZATFAR,ABADPACKACE_1

(KU 00+000 - 20+000)

PROPOSED PAIEMENI STRUCTURE (TYPE)EI NATIONT], E]'ICINEEHNO SERYICEStll PAXrsfaN (PYr.) LTD. DVG NO

se-zzc /fizho /i nolcNr'Irl.rNll tr/:trwAv lrlfHnFrllrv

IIIIIITTIIIIIIItII,liTI

LLAH TO MUZAFFARABAD ROADREHABILITATION OF EXISTING ROAD

REINFORCEMENT CONCRETE PAVEMENT DESIGN

coNSTRUCtlllN .a T 6ihFILL IITIJNAN SEALEN'

RICID PAVEMENT CONC. CLASS 'A' 3OCM TI]ICK

LEANCONCRETE I5CM

AGG. BASE COURSE loCM (for leveling)

RECOMPACTION OF EXISTINGPAVEMENT AI'IER REMOVAL OF

METAL SIJRFACE TO 95% MDD BY ADDINGADDITIONAL SUB-BASE MATERIAL(trhe,e rcqdired'

DETAIL OF DOWELS REINFORCEMENT DETAILS

i" i ir,*,-='i rt'$iV i ffi jRICID PAVET/ENT DESIGNKOHALA TO UUZAI'T'ARAB.AD

PACKAGO.l(nt oo+ooo ' 2o+ooo)

l{Afi ONAI, E}TGINEERII{G SERVICESPArssBll (Prl'r.) LID.

GOVERNMENT OT PAKISTANMINISTRY OF, COMMUNICATIONSNATIONAI, HIC}IWAY AUTHORITY

IIIItIIIIItIIIIIIT-l,'II

TYPICAL PLUM CONCRETE RETAINING IYALL

TABLE PLUM CONCRilI I zooo I t*o | 2ooo I tooo | 2ooo I'

TYPICAL PLAN OF PARAPET WALL

APPLICABLE WHERE NO RETAINAING WALL EX)S]SSECTION A-A

ryPICAL SECTION OF PLUIV CONCRETE NOTES1. /|l! DIUENSIONS ARE IN MILUMMRS UNL€SS OIHERI'ISE NO'ED.2- ttEEP HOLIS (PVC PIPE 100mm dio)N SLOPE S{{LL 9E PRoIIDED sIAooERED AT AN INIERVA oF l.5m

vErflc{ & 1,5m HOE|ZoNIA OR S DTRECTED aY llrE ENo|NEE8.3- ]}IE SLOPE OF \dE!P HOI! SHAL 8E I IN 6 IiOM B\CX

-IO OIJIEN FACE

OR AS DIREC]ED BY TTE ENGINEER.,t- PLUII CONCREI: (70t CONCSETE CL^SS 'B & 3oX RoCl( FILL MAIERU! MV1N0 SIoNE slZE

RANGING EEITVEEN I5O-3OO) 8E PROVIDED IN TEPS.IHE HEIGIJT O' SIEP WILL 8E jln OR ASDIBECED A' THE INCINEER.

5- PCC PTR PET IYALL SHIU 9! PRCIVIDED AT'IOP OF RETANINO WAl! AND AI OTHES H'ZARDOUSI.OCAIIONS AS APPSOVED AY fiE ENOINEER.

6- PAYIiEM FOR WEEP IIOLES & NL'IER MAIERIA! IS INCLUDEO IN TNE COST OI O'I}IER I'EMS OFI}IE RETANING YATS & SHALL NOT BE PAD SEP RAIELY.

7. fOUNOAI]ON BASE Of RETANNG SIRUCruRE SIiAt BE PLACEO ON 'IRU,/STASLE/HAFD,/ROCK STRATA"

8_ BITUMAN COATINC (2 COA-IS) SHAL BE APPLIED ON CONCRFIE Y/ORXS FACINC BACKFILLMA'TERhL/EARTHEN FACE AND IIs COST IS DEEMED TO BE INCLUOED IN CONCRETE RATESAND NO SEPM'E PAYMENI SMIL BE MADE.

WEEP HOLEPVC PIPE1O0mm,

FILTSR I'ATERIALAROUNO WEEP(300x300x300)

DETAIL ,,X'' rEiturn Lli,Alt!{iSS

HTIGHT('n)

BASE WIDTH(m)

2.003.00 2.OO

4.00 2.60

5.006.00 4.+O7.00 5.00

E.00 5.50

9.00 6,00

10.00 6.50'11 .00 7.30

12.00 8.00

CONCRETE

IYPICSI PLU},i COIiCRETERETANING $IAL DETALs

KOIIAI.A TO MUZAI?ARAEdDPACKAGE-1

(Ku 00+000 - 20+000)NA']'ION}I INCINEXRING SIRVICESPAXTTTIN tPyT.) LrD.

GOWRNMENT OF PAKISTANU1NISTRY OF COUMUNICAfiONSNATIONAL HICI{ITAY AUTHOR1TT

IttIIIIIIIIIIIIIIIIII

PAVEMENT \ SHNULDER \ rt'_] rttl

F]LTER MA

Hbiqht

EXCAVA LINE MATERIAL

VEEP HDLESPVC PIPE 100nn

N0TESt

WEEP HOLEPVC PIPE100mmt

L

?,

STEEL AS]M 615 GRAIE 60 SHALL 3E USED'

CEI4PRESSIVE STRENGTH OF CONCRE]E SHOULD BE AlO K6ICMcilrHntC ccusHrNc STRENGTH AT eB DAYsPROVIDE C0NSTRUCTISN JDINT NET FURTHER APART lsm'

ACTUAL LECATII]N, LEN6TH, HEIGHT SHALL TE IECIDED\APPROVE! .. .fi ;ffi ;Gii'iEai'pRInB to cnrstBucttoN Ar sIrE' sHoP IRAVINGS As PERiETUNEfCBOUI'TI CONDITIBN SHALL TE SUSM]TED FOR APPROVAL'

VEEP H0LES (PVC PIPE 1o0mm dlo) SHALL 3E PRoVIDE! STAGGERED AT AN

i ln-dnvnT gF-1'si vinrlcnr u lsn HBRIzoNTAL BR AS DIREcTED 3Y THEENGINEER,PNVMCNT OT VEEP HOLES,FILTER I'4ATERIAL 1S DEEMED TO BE INCLUIE}

rr., i i iE oinen cDNsrRUcrIoN AcrlvlrlEs IIF Rcc RETAI\ING vALLs &iio sepennre PAYMENT sHALL BE PAID

}ITUMAN CI]ATING (2 CDATS) SHALL BE APPLIED ALEN6 BACKFILL I4ATERIAL

NO SEPARATE PAY}4ENT SHALL BE PAID'

Exponslon

FILIER MATERIALAROUND WEEP(300x30ox3oo)

IXPANSIIN JIINT DETAiL7,

SHEULIER \

i - ;n i | ! 5s

or Froni

ES6EHEFAW!i{C

mtc.AL RCC RETANII{C W l! oErl'llKOHALA TO MUZAFFAIABADPACKAGE_1

(KM 00+000 - 20+000)ffi |i[s* flsyfff]c sERvrcasGOYERNMENT OF PAKISTAX

M]NISTRY OF COMMUNICAI]ONSNTATIONAI' IIIGHIfAY AUTHONITY

IIItIIIIIIIIIIIIIIl,It

RCC RETAINING WALL DESIGN DETAILS ALONG WITH REINFORCEMENT

Sr. No.Hetght

(trll

DIMENSIONS

BH BT D1 D2 T,I

1 2.OO - 3.00 i800 - 2500 950 - 1300 450 - 750 350 300 300 400 - 450

2 3.00 - 4.00 2500 - 3100 1300 - 1650 750 : 95O 400 350 450 - 500

3 4.00 - 5.00 3100 - 3500 1650 - 1800 950 " 1100 450 400 500 - 600

5.00 - 6.00 3500 - 4100 1800 - 2150 1100 - 1250 600 500 600 - 700

5 6.00 - 7.OO 4L00 - 5200 2150 - 2900 1250 - 1500 650 500 700 - 800

6 7.OO - 8.00 5200 - 6000 2900 - 3400 1500 - 1700 700 600 550 800 - 900

7 8.00 - 9.00 6000 - 6500 3400 - 3600 1700 - 1900 750 600 900 - 1000

8 9.00 - 10 .00 6500 - 7400 3600 - 4100 1900 - 2200 800 700 1000 - 1100

9 10.00 - 11 .00 7400 - 8000 4r00 - 4400 2200 - 2300 900 750 700 1100 - 1300

10 11.00 - 12 .00 8000 - 8500 4400 - 4600 2300 - 2400 1000 800 800 1300 - 1500

REINFORCEMENT DETAIL

sr. No,IIeight

(m)

REINFORCEMENT

ROl RO2 RO3 RO4 RO5 RO6

1 2-3 s 6@200 # 4@200 # 6@20A #4 @2OO +4 @ 2aA i 4@200

2 3-4 # 6@200 # 4@200 # 6@2OO #4 @ 2OO #4 @ 17s #s @ 200

3 # 8@ 17s # n 6@ 175 #s @ 200 #4 @ 150 #5@ 175

# 8@ 150 5@ 1s0 # 6@ 1sO #5 @ 20O #4 @ 1sO #s@ is0

5 6 -7 # 8@ 150 # s@ 150 # 6@ 1s0 #s @ 17s #4 @ ls} #s@ 150

6 7^a # 8@ 130 s@ l3o #8 @ 150 #6 @ 150 #4 @ r5O #5 @ 150

7 8 -9 # 8@ 125 * s@125 #8 @ 150 #6 @ 1s0 #5 @ 1s0 #s@ 12s

8 9 -10 8@125 #s@r25 #8@ 150 #6 @ 1s0 #s @ 1s0 #5@ 1.2s

9 # 8@ 110 # 5@ 110 #8@ 150 #6 @ 130 #s @ 130 #s @ 12s

10 11 12 8@ 100 5@ 110 #8 @ 1s0 #6@ t lo #5@ 110 #s @ 125

ri;

NOTE:

STEEL REINFORCEMENT SHALLBE GRADE-60

H:.'{ri f.:

GOWRNMINT OF PAKISTNMIMSTRY OF COMMUNICATIONSNAT]ONAL H]GITTAY AUTHORITY

TINATIONAT ENCINEERING SERYICES'IIPAIaSTAN (PvT.) Ll'I),

KOHATA TO MUZAFFARABADPACXAGE-1

(KM 00+000 - 20+000)

NCC REfAININC YAI.L TABIT

APS|! 2011 sA-221/102fi0/1A0O3B

IIItIIIIIIIIIIIIIIl.II

4n913

r-25Cij | , J F I L U

NOS

WEEP HOLESPVC PIPE lo0mm dio

,z SHLD DfTAIL ''Y,'

NOTES:1. STEEL ASTM 615 6RADE 60 SHALL BE USED.

2. COMPRESSIVE STRENGTH OF CONCRETE SHOULD BE 210CYLINDER CRUSHING S'TRENGTH AT 28 DAYS.

Kc/cM

Tgnlft@l{rytxpoEed or Front Foce3. PRoVIDE CONSTRUCTION JOINT NoT FURTHER APART 15m.

oLf)

4. ACTUAL LocATIoN, LENGTH, HEIGHT SHALL BE DECIDED\APPRoVEDBY THE ENGINEER PRIOR TO CONSTRUCTION AT SITE. SI-IOP DRAWNGS AS PERNATURAL GROUND CONDITION SHALL BE SUBMITED FOR APPROVAL,

\!EEP HOLES (PVC PIPE 100mm dio) SHALL BE PRoVIDEDINTERVAL 0F 1.5m VERTICAL &'1.5m HORIZONTAL OR ASENCINEER.

STAGGERED AT ANDIREC'TED BY THE

Prelormed Exponsion '--250-.

CURB STONEDeloil "X"

JOJNT DETAIL

PAYMENT OF WEEP HOLES,FILTER MATERIAL IS DEEMED TO 8E INCLUDEDIN THE OTNER CONSTRUCTION ACTIIITIES OF RCC RETAININO WALLS &NO SEPARATE PAYMENT SHALT BE PAID.

EXPANSION 7. BITUMAN COATING (2 COATS) SHALL BE APPLIED ALONC BACKFILL MAIERIALNO SEPARATE PAYMENT SHALL BE PAID.

'13mmd

GOYERNMENT OT PAIflSTANMINISTRY OF COMMUNICATIONSNATINNAT. I,TIGT{WAY AIITI{ORIIY

TI NANONTL ENCINEERING SDNryICEStll Pr3rsrrr{ (PYT.) LlD.

KOHALA TO MUZAI'PARABADPACKACE-1

(lGr 00+000 - 20+000)

ryPDAL RCC BREAS' I/'A! DETAL

DAE IOYrC {0,r.n[ 2or1 I sa-224/ 102fio/ 1?ao4

II]

IIIItIIIII,tIIIl-III

Sr. No.Height

(m)

DIMENSIONS

B BH BT D T1 12

1 2.OO - 3.O0 1800 " 2500 700 - 1000 600 - 800 300 - 400 400 500 - 700

2 3.00 - 4.O0 2500 - 3200 1000 " 140c 8OO - 1000 400 - 500 450 700 ' 800

4.00 - 5.00 3200 - 3900 1400 - 180C1000 - 1100 500 - 600 500 800 " 1000

4 5.00 - 6.00 3900 - 4500 1800 - 210C1100 - 1300 OUU - O5U bbu 1000 - 1100

6.00 - 7.OO 4500 - 5000 2700 - 230C 1300 - 1400 650 " 700 600 1100 - 1300

6 7.OO - 8.00 5000 - 5600 2300 - 260C 1400 - 1500 700 - 800 600 1300 - 1500

RCC BREAST WALL DESIGN DETAILS ALONG WITH REINFORCEMENT

rjf.|$l} :

NOTE:STEEL REINFORCEMENT SHALLBE GRADE-60

RTINFORCEMENT DETAIL

Sr. No.Hetght

(m)

REINFORCEMENT

ROl RO2 RO3 RO4 RO5 R06

1 2-3 # 6@3OO # 4@2OO # 6@3OO #5 @ 2Oo #4 @ 3OO #4 @ 3OO

2 3-4 # 6@27s # 4@2OO # 6@275 #s @ 2oo #4 @ 25O #4@2sO

4-5 # 6@250 # 4@2OO # 6@2so #5 @ 2OO #4 @ 3OO #s@20o

+ 5-6 # 6@2OO # 5@2OO # 6@2oO #s @ 2oo #4 @ 2OO #s@2oo

3 6-7 # 8@25o # s@2oo # 8@2sO #5 @ 2OO #4 @ 2AO #s @ 2oo

6 7-8 # 8@2O0 # s@2oo # 8@2OO #5 @ 2OO #4 @ 2OO #s @ 2oo

GOYERNMENf OF PAKISTNM]MSTRY OF COMUUNICATIONSNl'IlIn\Tlr !]lnlruiv lr'I,|1]tnpl,Iv

KOHALA TO UUZAI'FARABIDPACKAGE-1

(KM 00+000 - ?0+000)

RCC BRE.AgT TAII TTILEsu3 filo

fil;;d;T;n evr[t6.APR|! 20r r s -224/102/70/ 1\OO5

ItIl.ItIl"IIItl.tIIIl-III

TYPE-Ia

OO

3

!o

f-^if-)

|

ta SHOULDER

$o r}llo( coicRErE qlss 'B''- 250

-

TYPE-Ib TABIE FORDRAIN IYPE-III CURBSTONE

NOTES: -1. AI! DTIENSDNS IRE tN TTIjJNEIMS UNT'E3S I'I}iE.R|IISE SPECIFIEO.

2 N\ERr LEIEL 0F DMIN SHAI oENERrllY FOLLOy9 PROFILE 6R DE /tNoSHAII BE CONI{ECIED TO AAIOIIIINo CIJLVER'S/CHUTES.

5 9DE DRlllI 'YPE SIIAI.L BE COVERED IN BUILi UP A8E\S AT LOCATION }HERE,OCESS lS REQI)tED loi CRtASINC OR ltllERE SHOUTDER lS E!!'rN ttODUE 'O IJMVALTdUTY OF SP,|PE .

,I. ^g'!A TIPE .$CINON. IENCTN, SLOPE AID INVET' LEIEL OF DRAN STUUBE AS IPPROVED B/ IHE ENOIIEEi PRIOR TO CONSIRUChON AI S'1!.

s. IOE lf,\lL AONG DRAN nP€ 1b SHAI BE PRoVDED lrlllr PLU,I CoxcREIaNtEnE IDDnO { t4cm O(CEEO|NC 2M l}rE R SE S80Ur0 8E fOIO]ED AS PEFs^-221/tO2iD,hOo3.

33

THNBFFT FRP,WiNIC$. i- f t-,1.

c.fi.rErf c.rss B' (150)

ET{EE'XC 30@ IN fi'JTD

TYPE-W

COYERNMENT OT PAKISTAN KOHALA TO IIUZAFFARABADPACKAGX-1

(KI{ 00+000 - 20+000)

TYPGAT DRAIN DETA!TI NATIONAT ENCINEERI}IC SERVICEStll PMISTTN (PvT.) LrD.Mll\lDlItt ur lurutuuNruArrvnt

N^q,rnNrr rrrall{lr^v AlT,Fll.\IllIY s^-224/102^D/1,€06

IIlITITTITIITIIIIIIII

qRoD

I

PCC PARAPET t .50 |ABUTMENT AND OTHER

DTMENSIONS (WITH FILL 1M MAX.)

PLAN OF CULVERT

550

TNP OFREAD SHOULDER

5oo(Mi.)INOTES:_ I :1 : A?1 . :t. rr Dr/rNsrors fRE N hrrlrErE s **, *r- *.*..

*6 t t '. ..,',,ff,,t 'n"

2 A DNUXUTI oF 1,56 - 3.Om HIOH PLUII CONC lOa XrU $A! tEcofti8ljclEo Al b/s ol a! 1H6E clJLllars ltost lMilrsloll oF cuL\6it IaIJI'IEM lMo

||ar!R{ oRoutlo E r,Ess ltlri too lr DA ot cwL\ERr' 1€ Hllc}rl ,lAY AE

cnErSED D€PIND|NG UPOti DA SLOPi filll PfdOR rPPnovll oF ll€ EN6||{EEA

J H6CXI Of vU[ AO|C UA CITCN BISIN r Y VIRY DEPO'rU'{C UfoN sltE

corhtm$ wllt 9soR IPPRo'ra oF l$E sreNER

a. hC nPE lOOiD. vIEEP TIOLES sliA,! 3t PiCtFtD AnN6 oUIIE llNo }]UI At A IEVEI

fl!6lt Yrflr crJlltfl NrIl ll a1.56 c/c lorH l^Ys.

5. NO SE Ei^IE P^YI/EM SUI BE ITDE FOR TF Noils.

,"4VIN6 VALL DETAIL

ns .r,rc.E€ *{r (*EiE

1-5b - 0.80m2.0n - 1.20mJ.om - 1.80m

SECTION A-A

E

4

$

SECTION

lr?ICAL CUIVEFT DETAILS(SINGLE CEL!)

KOHALA TO MUZAFFARABADPACKAGE-1

(KM 00+000 - 20+000)ffi |i*s* Hsyltr* srBYIcEsGOVERNMENT OF PAKISTA]'I

IIINISTRY OF COMMUNICATIONSNATIONAL HIC}IIYAY AUTHORITT

ItIIIIIIITITttItIIIIT

."p

ItI

30 SKEWRO ,O Q

SECI]ON A-A/30q

/-1107

LENdn or sL a u.

R.C-C- DECK SLABR,C,C. D€CK SLAB

(TOP SITEL ONIYL)R.C.C. DECK SLAE(TOP STEEL ONIY) (TOP SIEET ONL'

ROAD q10,1

SECTION B.B

R.C.C. DECK SLAE (O SKEW)(BOTTOM SIEEL ONL,

R.C.C. DECK SLAB (30' sKEll)(BOTTO STEEI ONLY}

TAB LE

R.C.C. DECK SLAB (4S SKEW)(BOTTOM STEEL ONLY)

sflRRl,rPs

SECTION D-D

NoTE: -I- AI CONCREIE SMLL BE CLASS 'A WIIERE AS

RETNFORCEMEI,IT 8A8S SHA! BE GRTDE 6O.2' CLEAR CO\€R IO AI RAiIFORCEMEM SIALL

BE ,t0 rlm,

lr,'a,l' ' , , ' . . irf

! t6 'Sf , t iU SKEW

q

I3

t

SHAPE OF BARSSARS SH/PE

t01

EDGE BEAM REINFORCEMENTDECK SLAB REINFORCEMEI.II

TYPICAL SLAA CULVERTREINFORCEi4EIIT DErALS

KOzutA TO ITUZMFARABADPACKAOE.l

(IOi 00+000 - 20+000)#Iiif;$*H$irffo o**'GOYERNMBNT OT PAKISTAN

MINI91BY OF COMMUNICATIONSNA]TONAL HIGI{WAY AUT]IORITY

ITtIIIIIIttIIIIIIIll

TI

PIYEIIENT XI}(INO IINA'

ddraEn$! rn to | . {sMs l -D | - | l - - - - - - - - - - - |l * r * l F - . . . . . . . . . ! l - - - - - - - r - f -g l - l

.r-ll:r r7---'r#t'j_

!r-fsl

tIi

Lr - BRO(EN 0ul0a llNE_{im{ tu tmF. r ' !4m

rtf ors tf t!-r (srxnc$l)

A'DITTOIIII, DRTAIL TOB IEDIINAXD CtnRhCE tAY

L2 -BRoiCli llnlllNo IJNE -$llllEr|*. D g6 {.r ff d r*r t }|*}

U, - COt{llNlJd)S Ul'lE - llfillE

-!

, ff--lL,t - COrlIlNUolJS tDcE LlrlE _lEll'oll

t5 - DlslED llNa - $lm

rRnonr IYP!-I (corB[{E)

EN]BINCE NOSI DEf,rIL

!6 - 0oTr@ uN€ - Y|rinE

L7 - 3r0P UNE - llltll !ffi,-+ts i"Fr : . r r - j r - - - r r -

La - IE|I{sIEFSE nAD lNE - ttlll! llPr-n (Errcoon)

]j.,i '- -l' L9 - DonEo uNE - mt I

I- Lro - comNuous UNE - YmfE

-.!!L

GoR <ro xtA) Fon >'o lco^r)

LANf, SEITCTIoN l8nots - tnl'rE

qm NOSf, DETIJL

PA\EMEN' iIARKING I! ROADNoTES: -

t. a! oDro6,0NS lAt tN tllL.|lMEl6s.2, lt IPPRO|HE to W!nSECIIONS/nO0NMaOU5, CbllER llNE

oR trrlE sEPrR llofl urrE (lD BECOT,/aS (t2) FoR A UNdli ' l50m

AD CONiXUOUS UNE (|.) loR USI 5Om.3 LEI6TH Of sloRxE IN (12) ! trl6Dl 0F o+ n raraHN6 {11).4. rocrilot oF oliEchol{a aRaoYis, NosEs alD sloP slcN s}lA! BE

PIA'ID A' DIRECIE! BY IllE ENGINTE&

SIIJDS DETAILS

rtBtE - I

4 ar{ l.:

r ' , t i i t i t i , . :1 : : : : :

NETIaCTORISED ?AYIIIBNT SIUI)(RAISED PBOFtr,E T]I?8)

ll

PAVEMENT I/,qRKING AID ROAO gUDSKOHALA TO MUZAI'FARABADPACKAGE-1

(KM OO+000 - 20+000)lHilfl"Jfiffi\{*" "*o'""GOVERNMENT OF PAKISTAN

MINIS{RY OT' C OMMUNICAI'IONSNAIIONAL IIIGI{IIAY AUTHOHT]T

IIIIIIIIIIIItIIIIIIII

ur !tqEs4@ .# |.d

o--o-

PROFILE OF TYPICAL EDGESUPERELEVATION TRANSITION SECTION OF TYPICAL

DISTRIBUTION OF SUPERELEVATION

TABLE-I

NoTES: -

1 AlL OTUENSIONS A8E IN MILUMETERS UNIESS OI}IERfl5E SHOYIN.2 AII SUPERETVATION n TES ARE EIPRESSEO II{ UNITS PER HUNORED (')

3 PRONLE GRAOE UNE (PCL) ANO PONT OF ROTTTION (PR) S|]^IL BE ASsHovtN N fiE TYP|C.AL cRoss sEclloNs.

:I FOII.O\NING SIG'I COWENNONS FOR SUPERELEVATION RATE ARE APPUCAALE(.) TVHEN I-EFT EDGE,OF PAVEI,ENT Oi SHOUOER, !N THE DIRECNON OF IInAfNCIS LOIVER NU.N TIE RIOIIT EDCE.(+) Y,HEN IEFI EOOE OF PAVEMENI OR SF,OUI.DE8, IN ThE DIREC'ION OT TNAFFICIS NIGHER ]l|AN T}IE RIOHI EDGE.

5 EOGE PROFILE OF SUPERELTVA-IED PAItIIENI ND SHOULDER SHA!! AEFR'E FROM IRRECULTRNES. ROUNDING AT POIMS C,D,& E SHAIT 8E ACHlEr'EOr,stNc A 20 MEIES UlN. \€rno{ CUR!€.

S l}IE RATE OF SUPEREIIVA'IION AND TFANSMON RUN OT' SHOWN ON PLANi'i\o pRoFtLE sHEErs srtr BE ts tNotcATED Rt PolNTs c,D,& E.

7 'D,E FOAUUTTE Usm FOR cAlcUlATloN Ot INNER & OUTER tRs ARE AS UNDER(t LENGth oF IR - !EryjEES-!E:98999-S!9!Et x/

S FASTOR(l)

"rt HA.F oF P \TEUEM llD1ll.

0l) 's' F,AgrOR B T XEN As 0.5 ' 1 o.T'lE lalCllts OF TRs AaE INDIcATED

ON PL,IN & PSONLE SI1EEIS, I|HICH UAY BE AOJUSITO A5 PER SITE CONDMONSAS APPROVED BI

''}|E ENGINEER.a ItE RATE OF SUPERETEV ITOTI (S.o t5 SESTROED T0 A MA\rMUr'l OF 6OX

9 IN URBAN REACHES SUPERELEYA'I]ON HAS BEEN REDUCED IO REDUCE DIFFEREI'I1]'4! NU.

:?PA'd

PLANOF TYPICALSUP A1ION TRANSITION

0e cN sPatD

o50

1 @ 0,,t5

T/POA SUPERELEVA'TION DEIALSKOHALA TO MUZAFFARABADPACKAGE_1

(KM 00+000 - 20+000)ATrOl.lf lllcntBERmc sERvlcEs

?}XISTAN (?l'I,) L{D.COYERNMXNT OT PAKISTAN

UINISIRY OI' COMMUNICATIONSNATIONAL HIG}IWAY AUTHORITY

IIIIIIIIIIIIIIIIIIIII

lr-,'ri IF-- +lloll + + l

PLIN

DEllIl, }'

IIOUNTED NNNE SIDT'II,X OR TSI,AND

TYPICAL PI.ACING DETAILS OT' ROAD SIGNSXOU IDD ON STRUCTURE

XOUNTED IIONC FIIi SIOPB

\r!ffi**"

P,}

t ll lfr------_------ ll

l l l . . l l lill o |ll t I a o tl l - l l

PI,AN

!E! i! tl a

ORIEMATION OT STCN IN PT,AN

RELATSD TO DIRECT1ON ON TRIFI'IC

PI./|Cflc 0n sIcN lT NOSE Li -A@a* r [ sE116mf f i

"ffisqiiBflffiRsn'*,:HPRECASI IOUNI)ATION

(IYPX-1)DT$IL

SECI1ON B-B

POST FOR I,ARGE SI0NS (> r.5 Sq Io rrcf, rREA)(IYPE-tr & m)

F 6r'|'. r : : r S p A K

PIAN

KOHALA 10 }TUZAIFARABA!PACIGGE-1

(lGl 00+000 - 20+000)tfiiifis*H"TYH' o*'"'GOWRNMENT OF PAISSIAN

MINISTRY OF COITMUNICATIONSNATIONAI, HICTTWAY AUTHORITY

s^-221/1O2/rD/1}0O11

IIIIIIIIIIIItIItIIIII

@ t l 2 J'"r(N2s N4o Frc.)EMBOSSED NUMEERSFIXED IN SIDE SHUTIERTO RECORD NATIONALROuIE NO. (BOTH S|DE)

R

TABLE -RNINI'ORCEI{NNT

ISCTIEDULE ILIL

3OO l2D lOO 100

PI,AN REINtr'ORCBMENT DETATT. SEE TABLE-' OT RENTORCEMENT SCHEOULE FRONT NLEVATION A-A SIDE ELEVATION B-B

FIVE KILOMETER POST

PAINTED FRONT FACE AND SIDE

150,-

VERGE LEVEL

PRECAST CONCREIE CLASSP,C.C CLASS "8

LE\N CONC

'191

I'ROM A}TD SDE EI.EYATION

ONE KILOMETER POST

SECTION C-CREINFORCEMENT DETAIL

' SEE TAILE-2 OF REINFORCETIEI{T SCHEDULE

4i:

3AR NO DESCRIPIION DIA. NO.

( 1 ) t.gltoo 1 2

( Eluo e

N0TES :-l. PRaCNI CONCRETE Sfi,lrl" Ba Ct SS ^, rS PER 0,S.1. 'Ol.2, CoNCREIE COVIR 35 hm.g P.dc, c!$s .0f ,6 Pti 0,s,1. lo1.a. r!'N CO CRm SF,II BE rS PER C.S.l. ,101,

OE DRXED BMDE 'O ^s PEI I,SII'O I-!1'6. B aX6ROTND Co!OUI y|ltl gE llllTE, v|rlll.E LEnlRlxc

coLoui vlL! lE Blcx.7. rrl D iHSJoNS lR6 lil tlluJ iitERs uNLEss otNERllsE NoITD.TABLE -

REINFORCEITENTSCHEDUI,D

AC,C CLrSS'B',

i-ri

)r{R NODESCRTPTIOIDIA. NO

530mm 1 0 1 1

2 1330mm l o 5

3 820mm 12 6

4 62Omm 12 44NO. r12

, 6 STIRRUPS

O 4'fros g i2 Br,Rs

;

:

:

KOHALA TO MUZA.tr?ARABADPICKACE-1

00+000 - 20+000ffiiifisfr H#i'ffo **o"COYTBN}IENT OI' PAKISTANMINISTRY OT' COMIIUNICATIONSNATIONA', HICHI]fAY AUTHORIIY s^-224/1O2/lO/1rOO12

IIIItTIIItIIItIIIIIII

6 b,r9 a l

3HEa

1-

ROAD JUNCTION TYPE-IITABLE NO. 2JUNCTION TYPE_I

TABLE NO. 1

APPLICABLE WHENOR

g <9 >

4091609

TABLE NO. APPLICqSLE 1 159 E59

EARIHENSHOUI"OER EARTHEN SHOULDER

STCTION A-A

NOTES:-

l - ;1. '11' : . : - l

DETAIL 'A,

;;:: : :i;l.rt:.:.] it

I i t;{Sli{ d";li,sqLidi$d tji J

1. ilINOR ROAD IO Bt CONSTRUCTED UP IO UMITS OF CI!€N RADIUS R1- R2AS DIRECTED gY TIiE ENOINEER.

2. SPEEO BEEAKEi SHAIL 8E PAMIED USING ALTERMTE WSTE AND YELLOI's'tRlP Soomd luDE M^8KE0 Al ,{50 TO 'fHE DrREclloN 0i lnAFnc.

VARIABLE2-LANE ROADSINGLE LANE ROAD

5-EmR1 1 0 m 7n

rl 5m22m 18m

VARIABLE2-LANE ROADSINGLE LANE ROAD5-8m

R1 5mR2 6mr1 5m 5m

22m 18m

WATER BOUND IIACADAM 15ommUBBASE COURSE 100mm

GOYERNMENT OF PAKISTAN KOHALA TO UUZAFI'ARABADPACKAGE-1

(KU 00+000 - 20+000)

TYPICA ROAD JUNCTON DfiALSIIT;I NANONAI ENGINEERI]'IG SERVICEStlf PAros'ral{ (Pl'T.) LTD.MlNlsTt(Y u! uuldlu ufllt/A I lvr\ D

NATIONA'. MGHIfAY AUTI{ORTTY s^-221/1O2^D/1,!!13

IIIlIIITIIIITIIIItl1

II

_lelnl ' l , I-t +PttrFguRvE totmDS $clt

Dlxln$ol{{@)

-lAqqr FcuatB totlSDsr llFl

DrIENsroN(cD)t.IltttPu cuEvEs (n8gr m GrT)

DDaINSIOI{(cE)f,ur,TlPr,E surwEs (tlRsr to Hca!)

DIxENsloN(cm)

DO'N GIIIDE SICNDrxENstoN(cto)

-.1" ftPIINE II lErI SNDS

DDalrlslo (cE)aoAutAt MraotS

DrxENsron(Gto)EUXP NIDGE

DIXllJSIoN(cto) FAUTiG BOC8SDlxlNslo!(co)

iE::

i .u:$ !l"F.l*i {t l'-{ Sjr

t9 t9*l

GO}'ERNUENT OF PAKISTANEI N3NONAL E}IGINEERINC SERYICESlII PAISSIAN (PI,T,) LlD'

KOHALA TO UUZAIT'ARABADPACKAGE-1

(KM 00+000 - 20+000)

TYPICAL ROAD SIGNS

MINISIRY OF g{JI\II\iUNIUA'IIU$5

NATIONA', HIGTIWAY AUTHORITY

IIIIIIIIItIIIITIIIT-l'I

TI'---'ff

-

Tto-t Y

I -l-

="EI 'F

PTFIDIxEt$oI(!D)

}IINOR BOIO SROSE!{O lll NGI! ATSIX

14-r-l l-!-flBOID ON RIOM

DlxEn$Dn{@)IIIIIOB ROTD ON I,EFT SIDE ONLY

DDENSDN(Cla)SIDE OI{IY JUNCtloN glcl{

DDaENSION(GE)TYPIoAL ROAD slcNstEvEL oaosslNc tut Grrls

DT Br{Bto}{{clo)

flgdir

t-l-

"-[-r+_.rT-

.I-T:+

F+rcArna glct{ll rEllD slcx

-T.FF

KOHALA TO MUZAFFAXABADPACKACE_1

(KM 00+000 - 20+000)

LIS] OF DRAIIINGS AiD OENERAL NOTES

ffiiifis*ffiffff" **"CO-II5'RN}'XNT OF PAKISTAN

UINISTRY OF COMUUNICA1IONSNATIONAI HIG}IIYAY AUT]IORITY

IIIIIII

TIIIIIIIIIItII

L-l-

Il_FT_

U-TUAN SICN IIATRO' ERtr)CB SICN 80ltM .aaour slGNuxE sloN(oh)

xaRoE slcllDDIENSoI(c,[)

ulJoR cnoss aoaD rEglDDflENNON(cD)

-l

IlT

l t -#'-l

xi|Joa nuD ,BEID SIGNOTf,EB DINCES 'IINING SICII

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