soi{i/iivuc ufl(inflj - national highway...

$: SOI{I/IIVUC Ufl(INflJ - National Highway Authoritynha.gov.pk/wp-content/uploads/2018/02/Drawing-For... · 2018-02-09 · tender dramng not to e used fob conetiuction si{eet ii\tdex$
.(Ifl.I,IIAIIT ("IAA) NVJSDTVd SflJIAUflS CNIUflflNICNfl TVNOI.TVNIII

Lt07, 'uflflorJo

SOI{I/IIVUC Ufl(INflJ

(99'N) AVM

Enauv>rHs or oufoorvu)L-NOtIC=tS

f cvtuuvc'tvNotfl oov Jo No[cnursNoc

ATIUOHINV AYATHCIH AVNOIIVNIII IOJ TO AUISINIIAIIO JNflIAINUflAOC

a

TENDER DRAMNGNOT To E USED FOB CONETIUCTION

SI{EET II\TDEX

^i. t,,

SR,. # DRG. # T I T L E

1 covER srrn:ET

2 sl-o1 SIIEET INDEI(

3 SA-O1 SYMBOI.S AND ABBREVIATIONS

4 GEN-O1 GENERAL NOTES

t ro[-o1 KEY MAP

6 RLP-O1-23 ROUTE LOCATION PIAN

7 cs-o1 To cs-o6 IYPICAL CROSS SECTIONS

a TS-O1 TTPICAL SI'PEREIJVATION DETAIIII

I MJ-O1 IYPICAL DETAII.S Otr' UINOR JI'NCTION

1 0 D-O1, 02, ( )3 DETATL OF SERYTCE DUCTS, CONCRETE CrilrrE (1), (2)

1 1 GR-O1 LIST AI{D DETAII,S OF T-BEAil GUARD RAIL fiTTE STEEL POST

L 2 Rr-o1 IYPICAL PLUII CONCRETE RETAINING TAI,L

1 3 oo1 - 062 PI.AN AND PROFII.E

L 4 U-TURN-O1 IYPICAL U-TT'RN DETAIL

1 5 U-TT'RN LTS-O1 LIST OF U-TTIRNS

1 6 TS-O1 TO TS-11 DETAIIS OF ROAD SICNS ARRANGEUEIfT OF OTIERIIEAD GAIVTBY SIGN

t 7 DR-O1 A}TD DR-Oz IJST AND DETAIIfI OF DRAINS

1 A scH-ol To scE-o3 IJST OF STRUCTT'RES

1 9 GEN-OO1 GENERAL NOTES FOR STRUCTT'RES

2 t BC-O1 TO BC-O6 TYPICAL DETAII.S OF BOX CULVERTS

z2 PC-OOI TO PC-OOz IYPIC.AL DETAII-S OF PIPE CULVERTS

2 3 BRTDGES (O3 NO) BRIDGES DRARNGS

GOVERNMENT OF PAKISTAN'W MINISTRY oF coMMUNIcATIoNS,ffi%:' NATIoNAI, HIGITwAy AUTHoRrry

IENATIONAL ENGINEERING SERYICES

IllPArssrAN (Pw.) LrD.

il )R^bil Fl RAA S}|AFIO

RATODERO - RA,IANPUR ROADsEcnoN-1

(RATODERO TO SHTKARPLR)

IT]LE

SHEFI INDtr

sc t-EOJ ;UBI'ITIED SY fn .1.-02 IECOI'IIE}IDED B

0t x{D./vER Sr DATEOctober, 2017

DNAWNG IIO.

3sas/rcz/TD/ ssREV.

REV. DAIE DESCSPIION APPRO/ED IFPRO'/ED Bf *--z

SYMBOLS SYMBOLSTENDER DRATING

NOT TO BE T'8ED FOB COTSISUCTIO}{

ABBREVIATII

D(ISNNG ROAD

EARIHEN TRACK

PROPOSED ROAD

GRA\ES ,/ GRAVE YARD

RAILWAY TRACK

D(SNNG SIRUCTURE

E(ENNG PIPE CULVERT

PROPOSED SIRUSTRE

+lP

aotP

OHP

OY'P

TELEPHONE POLE

R.O.W

UG}{T FOLE

tlAND PUIIP

ELECTRIC WATER PUMP

RLUNC POINT (PEIROL PUMP)

OPnCAL RBER CIBLE

B.ECTHC POLE

ELECTRIC UNE

KILOMSIER POST

@

GI

0

X-AHHF

lfKMP

r\ruBE WEll-,/WErl

FOND ,/ RSH FARM

X*

MOBIIf TOWER

TREES

GARDEN/ ORCHARD

CULIIVA1ED I.ANDv v v

V\ l , \ , . t vV r | , \ rv

TRAIERSE POINT

-/

--t\_/

NULIATI EDGE

N=2627001E=6071frT- GRID UNE AND COORDI]'IrIES

o(sni{G oRAIN

X

- E L - E L - ELECTRIC WIRE

BOI.INDARI WAII

GAS UNE

NOMH ARROIY

IIOSQUE

BI,ILT UP AREA

UNED WATER COURSE

.,... ',. ' i *' iJ'i , ,i . . " " / ' . i

:'i rti I i'

ii!,t,,it,::i,,.,, ..,:' ..:, :

DWG/DRG

N

N.S.L

LR.L

VER.

HOR

l.L

tt

NO

F.C.L

N.T.S

PI

T

R

L

E

u

vPc

vFl

!4rr

STR

BP

EP

LONG

lill0(

MM

R.O.W

STA.

TY?.

VAR.

CL

s.B.c

N.B.C

DRAWING

NORTHING

FASTING

ELF/AIION

|,|ATURAL SURFACE LF'EL

O(IsNNG ROAD LEVEL

!ER'NCTAL

HORIZONTAL

IT{\ERI LEVE!

I'ETER

NUYBER

F]NISH GMDE I.EVEL

NOT TO SC.AIT

POINT OF INIERSECTION

TAI{GENI

RADIUS

CHORD LENGTH

CUfiUE LEI{GIH

AFD(

MIDDI€ ORDIMTE

\EFTNC,AL POINT OF CUR1G

VERIICAL POINT OF INTERSEcIION

\EFMCAL POINT OF TN.IGE}IT

SIRUCTURE

BEGINNING OF PRq'ECT

END OF PRO'ECT

LONGITUDINAL

MA(IMUM

TTILUMEIER

RIGHT OF WAY

STATON

TYPICAL

VARIES

CENIER UNE

D(ISNNG SOLIH BOUND CARRAGE:IVAY

D(ISNNG NORTH BOUND CARRIAGE:WAY

GOVERNMENT OF PAKISTANI unlrsrRY oF coMMUNIcATIoNS"f-*." p4'yloNAL HIcHtTAy AUTHoRITy

:IINANONAL ENGIMERING SERVICES

JlfplrssrAN (Pw.) trD.

0,f )RAWN BI RAA SMFIQ

RATODERO - RA"IANPUR ROADSECTION-1

(RATODERO TO SHIISRPI'R)

TIITT

SYMBOLS & ABBREVIATIONSSCALE

03 ilBIIITED EY fl.c.u2 lE@IilEilDED B

0'l FtD.y''ER. Br DAIE I DRAV'ING l{o.

october, 201 7 lsgos/ toz/rq/ SL-Or

KLV.

RAr. IUIE DESCftPNON APPRO'ED IPPROVED BI ) \ r .

.AfUI0-Ns9 /0vzotl906e1 /toz .reqolco

'oN or{wwo I lvn(unaunmrs or oufico,t\ru)i-NoIrSgs

(IVOU UndNVfVtI - OEEOO.IVII

\!\l8 G! oaddtGtAouddvNOUdlp6ircflto.A:IH

'q.tr ('r d) NvrsDrvdlflSUCIAUIS ONIUSSI\U9NS'IVNONVNIIT

,LilUOHJnV .[v]tHCIH TYNOLIVN ''4].

sNorrvsrNnnnoc do rursrNrn dfi, NV,LSDwd,f0 JNgnNUgAo9

<RA€ 'lEl /'0r{t0

TT€S

SSION IVUfNSE!nr[

I (EoNlntrcO:il7A

-uJ,€ (EUJmfEc0

ouvHs Ytttra Nnv!!t(,

]Ii' "lv u3rNl urog lv (ris<t'tu) 't'lB HetH No ciotloud le rvHs s3rnHc lgvNrwc 'oz|:,i. '::l 'uilNrcN3 iHr ,l.s c3rc3ut0 sv vivuts ouvH/nuE No oicvld ig t-tvHs NotrvcNnol sfunr3nurs iovNtvuo/gNtNtvllu '6t,i

'3SOdUnd S|H"L UOI SllCEeV lALtC3dStU 3H_L Hlti lrvNt08003 oNV tStSSV -]'IVHS UOj-CVUINOCNO[nC3X3 eNt8no SfICN]oV GN83CN0C lHl AS Srnn NOICnUTSNOC fHr ]0ls1n0 oI_IVCO-EU oNV 03! HS 38 'IVHS S3trn[n CNISIX] lHl '81

'/.v ,\l9vtuuvc Ntvf\ cNotv ofsn ls ']'lvHS 0uvo8 Ncls l/'{l/{002 L 'z L'UlAOldt\l fHl lO lV OUddV N3Il-lUi\ .l.nOH1|M VI lO lHelu 3OlSmO ll0 03SOdSl0 l€ .LON IIVHS NOIIV VCX3 ,\v/t 0VOU'OSOC VUIX3 INV IV l.nOHIlM 03Uln0lu

lD s'lvtulrvn uotu3dns 3ru eNtxtr\ /cNtoNl]8 HL! NIAS N3nxNvgul iHt- Nt ulNNVn f^rclll3 rson Nt ofzutm ls TtvHS ]vtuSrvn No[v vox3 v/r\ovou '91'uf^oldl/'{l

OI ISOC VUIXI ,t'NV InOHL\ 03uln0lu 3U3H,!\ ONV NSHI NOIICVdIOC ONV gNl0\roe 'UIIV/\ lO ONI'lyNlUdS 'lSNVNlINlVn Sll ONV 0V0U Unoll0 CNlOn'lCNlu33NtCNt 3Hr rO NOrrsVrSrrVS 3H.l- Or NOICnU]SNOC oNruno NOTSUS TC CUJWI ,\uwodtl3t lrv UoJ U3jVC Ot l'rSrSNOdS3U le TIVHS 8oJ.CVUI-NOC 3HI '91

'Notmclx3 No[cnulsNoc 01UOIUd

'lV OUddV UOJ UlSNlCNl lHl Ol 3nVS lHl llYiEnS

'llVHS oNV SrM!\lUlno3U SllS U3d SV 3]CNV mf)S 0luln038 3Hl HII/$ SNOIIVCOI 3UntCnUIS HCVI

lo scNllvuo doHs luvdSud'l'lvHs uolcvurNoc fHj-'3AuvlN3I 3uv scN VSo Nt Ni,\oHs sv sltvl:to suSHro oNV s't3^l'l lu3^Nt '3dots 'slzts 'sHIeN fHl 'tI'scNlMvuo INVAS-I3U l3S S3UnrCnU$ l0 lvlfo UOI 'CnOe|/{,\S IUV NV]d NO Nfi\OHS S3UnICnUTS '91

'u33NloNt 3HI A8 03rC3Ut0 SV tV Ul.tNt NV lV UO SNOtrV9ot NOtrCNnr M3otAOUd f8 'llVHS $CnC 3SlAUlS 'Zl'U310'ldy13 3HI OI ISOO WIXI NV LnoHll/U S)UO^ 03IVI3U lO NO[nC]Xf lUOl38 'CL3 SN9IS

ovou '(3zts cNV fd^l-'Notrvcot) sgNt)uvn tN3n3AVd 'sSumcnuls uol scNl/r,vuo dotls 'tv ouddv s,ujlNteNf uol 'rnsns oNV luvd3ud t'lvHs uolcvurNoc 'tL'SSI]j^ICV NOICnUISNO9 9NIIUVIS ]UOllS lNVl]nSNOC Hll,Vt SNOIIC3S-X lNlon eNlvVI USllV o3zl'lvNll l8 TIVHS SCNI/'IVUO 3'llloud '01

'ul,l'o'ldnf lHr ol rsoc vuix3 0N tv uo.t-cvdlNoc tHl Ag 03utvd3u lg 'nvHs xuol lo Nounclx3/Notlv vcxs gNtuno s3[ntrn 3Hr ol o]snvo fcvy'{vo ,\NV 6'sovou ssouc oNlNtonov sll cNV ovou 9N[slx3 lo s3cts H108 No ctjlwt lo io'H o3ldnuuf.LNlNn NMINMn ot nnntxvn uoAVloN]']]vHS uolSvulNoc lHl I

'u3/.o]dn3 3Hr oltso3 vulxS oN rv uolcvulNoc lHl, 18 03NIt\831:0 3s 'l'lvHs Nollvco't lcvx3 'llvntxouddv luv N\r]d No NI oHS sStrn -nl$tsvc oNnoucufoNn lo Nollvco] L

',)."t9Nrouoccv o3rono 3s o'tnoHs s3lvu oNV st\lr Oo8 lH.t SNtnvx3 ,\rnl uvS o'tnoHs su3oot8 f Ht '9'SC33COUd NOICnU$NOC 3HI SV 'Slflll lO 3SUnOC ]nC Nl GlnSSl 38 ']'IVHS SeNl/rlwo NOISnUISNOC ',\']NO 3Al-l-VCloNl 3UV S9N|,UVUo U3CNII '9

C'0'lrl %96 LV %9 )O USC 03)VOS 3AVH "I-IVHS INll'{)NVenl S\EUIH,\,\ '0'0'ri %96 LV %92 lO USC 03)VOS fAVH 'I'IVHS fOVUgSnS O3AOUdnl 't

',\tNo tMllo u\rlnc[uvd _tvHI ol Nlvlu]d 'IVl30 uo No[3]s v 01 lN3cvfov seNmvuo No NfAl9 s3.l"oN 't'SeNnWUo U3HI0 H-L|/',l NollcNnNoc Nl ov38 le 'llvHs ONI/I^VUo Hc\8 'Z

'(t8sci ttln) uorvcu3n fsuf^sNvur tvsul^Nn No oisvg 3uv sNollv i'E. ry slrvNtouooc otue 't

:. t :r! |

l. I

. .. l' - .:' .'t ::'i, .\ '' :

fHt ')uotu\ IHI lo

SUIOI{ TYUEITEONOILTIIEISIIOC 80d (88ll G O,t rON

9Nrfroc uscNgJ

NATIONAL CAP]IAL lf

PROVTNCTAL CAPITAL aTMPoRTANT CmY OINTERMTIOML BOUNDARY

PROVINCIAL SOUNDARY

ROADS

PRoJEcr AREA ,//z%///z

CHINA

AFGHANISTAN

INDIA

(naronuno ro SHTKARPUR)

ARABIAN SEA : l : . ; . /

*. GOVERNMENT OF PAKISTAN-It MINISTRY OF COMMUNTCATTONS#h" u4116NAL HrcHwAY AUTHoRTTY

:IINANONAL ENGINEERING SERVICES

|lfeltcsrAN (Pw.) LrD.

04 )MTYN BY RAA Si{AFIO TITLE

RATODERO - RAJANPUR RoAD KEY MAPsEc110N-1

(RATODERO TO SHTIGRPUR)October, 20'17 ISSOS/IOZ/1O/ xu_o,r

SCALE;U$ITTTED BY ( \ . ' - -

02 IECOMHBiDED S ( "ot )HO. /ER. 9f N 2 , REV,

REV. DA'IE DESCRIPION APPROIEO \PPRO!€O BY Ss

'oJ'r ('r^d) NvrsDwd

'GL'I ('r^d) NvJslxvdssct u[s NNIUSINIoNS 'TvNor.wN

IJIUOHJ0V ,{V,ttHfIH TVNOIJVN "'a;.SNoIJvJINnIIt{oc .{0 AUJSINIW Vim.l

NVJSIIM dO JNgItNUf,AOC

'Alutodw /or/zo r,/906r I uoz ,.raqolco

.ox cxu,rvuo I rrvc (unauvxgs oI ouscolyu)I_NOtI,CES

l1yld NOlVC6t lmOU (IVOA UndNVfVU - oUf,OoJVf,31ll1

--ryr€ 03 Qsdd\c3 ouddvNOUdtUCSt0ll\il438

'cJ,'r ('rnd) NvJsrxvd:llSICIAUIS CNIUISNICNS'IVNOIJVNIIT

IJIUOHJOV J.VittHfIH TVNOIIVN,.'ay"sNorrvcrNnnnoc Jro IsJSrNrru m NVISDIVdlIO JNIWNUUAOC

-\ er\la u3 / oHa,0

illYCS

E CtoNfFtnotrlzo'1 \,(l,r€ cllltnsnseo

owHs vfvSAE NTSV8C'o

'A3UFtT' /OL/ZOL,/906C I ZIOZ .reqolco

'oN cNrnvro I rroo (UnaUUnUS OI OUSCO.1. )\A*r,,€ (B\OUddt(E OUddVNOudlScsiS0?w(.AfU

'cgr ('r d) NvrsDlvdllasucrauss cMussNrcNs wNonvNlil

IJIUOHJ0V IV^IIHCIH TVNOIIVN'r3;rsNoIrYcINonnH ',,i'it''f'Tii C

-\ <A. la rE /'oHat0

TTYCS

I-NOIJCSS1ytd NOIVCO'I jInOU (Ivou undNvfvu - oHffoo,[VU

f1ur

I GmtEnnoollzo-1i'\J18 o3rJr€n!c0

oLtvls Yttt,TA NAVU(to

't: t:

Iql.

lr"l

ndTl /OVZO|,/906C1 /!OZ ,reqolcg.\rl.€ 03 oudd\o:l ouddvNOUdTUCSIoIt\rc^JU

'q.t'I ('rld) NvJsDIvdlUsuJr uss cMussNrcNs wNoilvNlll

IJIUOHJfIV LVI{HCIH TVNOIIVN r3;:sNol'vclNru{n:i

"i'ii''J#it

O'oN cx!$\do I lvo (UnaUrurHs or ousaolYu)

I-NOIJCUS

u/(\,ra rBA/ oHato

:ilvcs

€ (Eor.Enno3ttzo

I'lgd NOIVCO1 lmgu CVOU UfldNVIYU - OUSCO.I,TIIII

i'D'(J.,AS oil!fi8n(FO

ouflls vrvt,AE NAVU(to

'c,r'r ('JAd) NvJSDrvd

'n3uadTl /oL/zotl906c I u<

'oN cNtnlao I

)Z 'raqolco

ilvo (unauvxus or ouscorvu)I_NOIICUS

oVoU UndNYfYS - OUOOOIVU

ry-AS 03 oUddl(E OUddVNOltdlucs3{ll\ro'438

'afi (',r,Ad) Nvr,srxvd:llSUCIAUUS DNIU$UNICNS'IVNOIJVNIIT

IJIUOHJ0V IVII{HCIH TVNOIIVN rg;rsNolrvclNnru{H triril'tJ#t O

l-\\,r€ uf^/oH(1.0

:n,'.cslMtd Nott/cot lmou

€ (EotEr{noc3l

AU,A.S O:U]lfignle0

31llLorJvlrs !tY8l€ Nl{va(to

-,..X- rl

IJIUOHJNV IVIIHCIH TVNOIJYNSNOI.TVCINNY{ruOC dO I,UJSININ

NVJSDTVd .dO JNS}TNUUAOC

'oJ'r ('rAd) NvrsDrv

'crl ('rAd) NvrsDwdSICIAUtrS CNIUSSNICNI TUNOITVN

'a.rr ('r d) NvrsDrv

.IJIUOHJNV TVIIHCIH TVNOIIVNSNOITYCINNNIIOC dO AUTSINIIT

NVTSDIVd JO JNS}TNUSAOC

j,.. -/

.,

' , ^-*--.i..:, !,

. , 3;; r ,1'r i'_ ,i

AJIUOHJNV IVII.HCIH TVNOITVNSNOIJVCINNT{}'IOC dO AUJSININ

NVJSDM .{0 JNSnNUfl OC

'.:'.-,-.---z/-,, :

./- i l:ruO\.\'1'.i'

'^3Ucl.dTl /aVZOL/9OGel Z1OZ

ireqolcg1SJrs @\otdd\(Er ouddvNoudruccxl3M'A:tu

'aJ'r ('&^d) NvJ,sDrvdllls[ct uf,s DNrussNrcNs'rvNor,r,vNlll

IJIUOHJflV .trVltHCIH THNOIJVN :g;rsNoIrvcINffIY{:3

:i'iffiJi;f O'oN 9Nt/ilvuolvo (unauvrmrs or ouscorvu)

I-NOIJCSS

'[- rN, ,€ 'lE,/'oHato

flvcs

I (Eor€nnm]lzol'lild NollVCfl InoU (Ivou undNVfRI - outroo.tvu

31lrr

-) ilI18 otr.ur€n!soollvl{s vl!'Ul8 NAV!(X)

-It.' I'f . I'

(oI9ratt

mu

@du /aL/ .otlgoot- | UOZ ,reqolco

'oH cxmvuo I rrvo (unauvxus or ouscoJyu)I-NOI,I,CUS

tMd NO[VC6'I ]fnOU GVOU UndNVfVd - OUflCoIvU31Ir

.\)(,'l€ c3^oudd\o:l{ouddvNO[dtucslcl1!!'A3d

'c.rr ('r^d) NvrsDrvdlfaSSCIAUf,S CNIUf,SNICNS TVNOIJVNnI

IJIUOHJ0V M{HCIH TVNOIIVN r3;:sNoIrYcINnnn:?

ii'fii'f#it O'l

<r\la uf^,/'oHat0

TTVSS

s (EoEnflo33tzo?uJlE (|:lunen!co

or-ftHs trvt,AA N'ViVU(to

',t\lilztoz 'reqolso

I-NOttCSSru ou undNvfvu - ousoolYu

I -lrxl.{! Lrjl^Oldn.l{C:i.1!!!l(1(i:j t'ji-liLitl

'(r'r ( r^d) NvrsrxvdlllSSCIAUUS DNIUSSNICNS TYNOTTVNIIT

IIIUOHJflV J.VltHclH TVNOIJVN',jtSNOIJVOINnIIWOJJtO IUJSINII^I fri{

NVJSDMll0 JNII/{NUSAOC

'.\- r\.lt i!ayll irH3to

I rV:rSNild N0[vc01 ]m(

.g {rJUN!ii;lC:r:lt!zo-1 ullB 01til;\snsfi0

iJ Uljor..lvHs vrcuA8 N,+,WC.i0

J--"1

I

AJIUOHJNV I.VIIHCIH WNOITVNSNOITVCINNNT{OC dO AUTSINIIT

NVJSDM ,{0 INSnNUU 0C

'cffr ('r d)suctauss cNIussNIcNs

IJIU0HJ0V M,IHCIH TYNOIIVNSNOITVCINN}iU{OC dO AUTSINII{

NVJSDwd .{O JNSnNUffAoC

'A.luJ|,ld:E /or/zo[/so6t I uoz ,raqol.O

- orr sxu,rwo I rve (unauvxus oI ouf,aolvu)I-NOIJCgS

t1y1d NO1IVOO1 3mOU OVOU UndNVfYlI - oUUcoJ,w]1IJI

?XN1S 03 oudd\03^o8ddvNolLdlllJSilc{r"voi3U

'or'r ('r^d) NvrsrxvdlfaSUCIAUSS CNIUIINICNE TVNOTI,VNIIT

IIIUOHJflV IV,ttH)lH WNOIJVN'^'tt,SNoIJVcINnI^[Woc .do AUJSINIn tm

NVJSDTVd JO JNUI/TNUf,AOC

\ <-N/g Ba,/'oHat0

SIVCS

.8 (Eorrj|lnm]rza-awJ.S O!]JISnSio

orJvus lIvdA8 NAVdTto

.): tr tt I.l l'r:

TENDER DRAWINGIIOT TO BE I'SED FOE COIIENBUC.IION

tSHIKARPUR

tRATODERO

JERSEY BARRIER

lzz

AGGREGAIE BASE 1 ADDITIONAL CARRIAGEWAY (LEFT SIDE)GMNUT-AR SUB BASE (GSB) 410 MM

IMPROIED SUBGMDE 300 mm (25U CBR.)EMBANKMENI RIl-

ASPMLT CoNCRm WEARNC CoURSE (ACilC) 50 MMASP|{ LT CoNCRm BASE COURSE (ACBC) 1.+0 MMAGGREGATE BASE COURSE (ABC) 20O MMGMNUr-A,R SUB BASE (68) 200 MUluPRo,ED SUEGRADE 3d) mm (25r C8R.)

TYPICAI X.SECTION FOR ADDITIONAL CARRI.AGEWAY ON LEFT SIDE

rlootso c/c(Tr".) '

ASPIIALT I,EVEL

CONCNEIEDRATMGE Hor..E ISOOMM X 75MM I

TYPICAL PLANDETAIL OF JERSEY BARRIER

JERSEY BARRIERNOTE.1-AI.I DIMENSIONS ARE IN MII.IJMETERS UNLESS

NOTED OTHERIVISE.2-FOR NOIES REFFER DMWING NO. CS-04.

ISOMETRIC VIEW

q_o^"j6ô."6 o^s6-o-Q joô."g--oô6"o-_0d"1"i13.'^.'i :11:::i:.::ffiffii1lii11it$

4%

4%

4%

2%

AI

2%

2%

2%

ooo

-r

2 % g+ O

N

ooosl

2%

2 % t 2 %

I

bn^*celnou IJ00MM Xt 75MM I- l

rit2 % ' 2 %

l -II

DMIMGErHorr I3ooyu xr75Mv I- l J

2 % 1 2 %

4%

4 % .

4%

GOVERNMENT OF PAKISTANx l r | ^'W MINISTRY oF coMMUNIcATIoNS"trw" NLTToNAL HIcI{wAY AUTHoRITy

IIINAfloNAL ENGTNEERTNG SERVTCESJlfPArflsrAN (Pw.) LrD.

ort DRAtll Br RAA S}uFIQ

RATODERO - RA.IANPUR ROADsEc110N-1

(RATODERo TO SHTKARPUR)

.ITILE

TYPICAL CROSS SECTIONSCALE

03 |U9IFIED Bf fn {; -02 IE@IIIIENDED B

01 )HD. ER. SY "P-l.i/ DATEOctober, 2017

DRAffNG T{O.

39O5/1O2fiDl cs-or

REV.

RR'. DATE DE;Cilnx)fl APPROVED |PPNOVED B/ Dfi-

SHIKARPUR RATODERO

MRRIER

E(|5IINCSHOUIDER SHOUIDER

I TAGGREGA1E BASE 15( ASPIIALT CoNCREIE wECRING CoURSE (lgtg1 5s yy

ASPFT TT CO'|CREIE BASE CoURSE (ACBC) r10 MMAGGREGAIE B,SE CoUmE (ABC) 200 MMcMNUt AR SUB EASE (cSB) 200 MilIMPROVED SUBGMOE 300 mm (252 CBR.)

TSIBASE 15OMM

GR{NUI"AR SUB BASE (cSB) 410 MMTMPRoVED SUBGRADE 300 mm (252 CBR.)

CRAtlUL/AR SUB BASE (68) 410 HtIIMPROIED SUBCMDE 5fi) mm (252 CBR.)EMBCNKMENT flLLEMBANKMEM RU.

TYPLCAL X-SECTTON WITH BOTH SIDE WIDENING

NOTE.I-ALL DIMENSIONS ARE IN MILUMEIERS UNLESS

NOTED OTHERWISL2_FOR NOTES REFFER DMWING NO. CS-04.

9.1":.:gfs o!f,g oê6-6oê6-oô oô-o?o--o *ffiffi1111111li llirllifl,l *l^r5t;Uttt*ffiTiil.#:S i i+;s;ii.qrT."Tffiprb

BOTH SIDE WIDENINGAPPLICABLE REAC}IES

FROM (KM) r(J (KM)10+800 12+30027+300 27+94041 +700 42+050

TENDER DRAWINGT{OI TO BE USE trOA @TSTBUCTOT

GOVERNMENT OF PA,KISTANL I I I A'W MINISTRY OF COMMUNICATIONS,ffi.k:'' NATIoNAI HIGI{wAy AUTHoRrry

NAIIONAL ENGINEERINGPAKTSTAN (P\rr.) LrD.

RATODERO - RA.IANPIJR ROADsEcnoN-1

(RATODERO TO SHIIqRPUR)

TENDER DRAWINGtfot 1t0 BE l,lt@ FoB corsla('cTlol{

tSHIKARPUR

IC.L 0F N-55 | t

RATODERO

NEW JERSEY BARRIER

SEE DETAIL "A'ASPMLT CoNCRETE WEARTNG CoURSE (ACWC) 50 MuAsPr{AtT CoNCRETE BcSE CoURSE (ACBC) 14O MtJAGGREGATE MSE CoURSE (ABC) 200 Mr4GRAl.rUr-AR SUB BASE (cSB) 200 MMIMPROtrD SUBGRADE J00 mm (252 CBR.)

TYPICAL X-SECTION WITH BOT}I SIDE WIDENING IN URBAN AREA

NOTE.1-ATI DIMENSIONS ARE IN MII.I|MEIERS UNI.ESS

NOTED OTHEffi'ISE.2-FOR NO1ES REFFER DRAWING NO. CS-04.

O-6-oe^O- 6-64^0-j

i1i1*1:li1i Iiitrifj:::i:l1j S$iiifrF,tr.*trrffi

GOVERNMENT OF PAKISTANt \ { l lA';d+ MINISTRY 0F CoMMI'NICATIoNS.'*:m- NATIoNAL HIcHtrAy AUTHoRITy

TIINATIONAJ, ENGINEERING SERVICEStllPArssraN (Pw.) LrD.

(r,+ )ililN Bt RAA S}IAFIQ

RATODERO - RA.IAI.IPUR ROADSECTION-1

(RATODERO TO SHTTGRPUR)

.ITILE

TYPICAL CROSS SECTIONSCATE

|TBIIIIED BI fY\ . t -02 GOO$TENDED B

01 ':rfi,/wR, e( ' N-' -p. OA'IEOctober, 201 7

o&{vt{G f€.

39O5/1O2/m/ csru

REV.RA/. D/[IE D€SCftPIION APPRO/ED \PPRO/ED BY u rrrL

I

tl'HTKARPUR I *t

ffi r

,

-llll l l l l l l.-..-...-rGcnEG^,EB's's=_ | I I I I I L:ffiJmm"ffiT,*c8[iur8 suB EtsE (cs8j_.1.--!{'

| | | | L_ rc665qt6 EISE COUf,.E (ASC) 2OO rrPForE sJm DE no. m (25d ffi' --j I t-

'ffis'HtrtrLT#csRJ TyprcAL x-sEsrroN FoR U ruRN..*-

II

tlSHIKARPUR I *t

rooo ,tffi.I

I I ., I ,' _---14.L{i _____l___

*uuuurrr**-llll l l l l l l.""'-*-

r6qlm It B,rsE lfoyM"-J lll I | | | L rsPruu c!|cim |ErniG couRsc ocft) !0 n1

*#H1iff ff.;p#'.gl | | | L=flH1trtrffi'ftf.fffi1'* *ErB/|||qEM nU --J GMMJW sUB lrSE (csB) 20lt tlu' uPnovED sl'EGMD€ '00 mm (25'! csRJ

IcAr, x-sEcrloN FoR u ruRN

NOTE.t-AlI oltE|6tot{s IRE tN MtLlualns u{LEss

NOE OIHEFfiSL2-FON NOIES REFFEi DRAf,ING NO. CS-OI.

TENDER DRAVINGIrlO? tO BE IrS@ fOB (I)X8nUC!IOX

I'ODERO

7300 3000CARMTGEWAY

I

SHOULDEI

"r Y I E { S r i N c , i i i

/ s H o u r . o E R I l l llrr-#?TfrlI,2ffi2 tr

73(Xi rnnn

oqRRArcEwAY I

sHouLDl

,-

D(SIrllG . I IsHouLpER I I I

tlt lt lI LI

tODERO

1000ROUNDING.-1-l

@ll_*HGGREGAIE B{Sl

- GRANUI.AR SUB MSE (G- IMPRO\GD SUBGRADE 301- ET{BANKMENT RU-

1000ROUNDINC

n-l-]

tlrellL--I HGGREGATE MIL GRN.IULAR SUB BASE (,- IMPRO!€D SUBGMOE 3(_ EMBANKMENI RTJ-

l 1

%: 15OMMsB) 410 MMI mm (2sZ cBR.)

l r

%;E 15OMM

isB) 4r0 MM)0 mm (252 cBR.)

,,,, %u.fi=-- / \-y\t

hl( )l"jitS,'u6,;'tt

GOVERNMENT OF PAKISTANr lr ln')*!. MINISTRY 0F CoMMUNICATIoNS"€h" NATIoNAT HIGInTAy AUTHoRITv

IIINATIONAL ENGINEERING SERVICESPllPArasrfi{ (Pw.) LrD.

u xAtlt Br RAA S+I,AFIQ

RATODERO - RA.IANPUR RoADSEC"IION-1

(RATODERO TO SHtr(ARPnR)

IIILE

TYPICAL CROSS SECTIONscAu(t:t ;UA{TIED FY rn ( '

t2 €cor0rENDD aol ,{D.A/ER BT tS-7 s. DATE

October, 2017DRAHNG I{O.

3SO5/1O24D./ r-q-ns

REV.RW. II/IIE DBCfitPItOt{ APPRO/ED IPPflO/ED Bf a^L

2

-

tSHIKARPUR c.L 0F N-55

- - - - tII

SEE DETAIL -A'3ss7v162/tD/ 6:d2

t -I --__l

3650

SHOUI.DER

AGGREGATE MSE ASPMLT CONCRETE WEAR|NG COURSE (ACflC) sO MM IASPFALT CoNCRm BASE COURSE (ACBC) 110 UtlAGGREGATE BASE COURSE (ABC) 2M HHGRANUT.AR SUB BASE (CSB) 200 UtlIMPR&ED SUBGRAOE 3(X) mm (zst cBR.)ROCK FII.IJNG

G,RA,l{Ut AR SUB BASE (csB) 410 ytlIMPROVED SUBGRADE 3@ mm (252 CtsR.)

EMBANKMO{T

TYPICAL X-SECTION FOR ADDITIONAI CARRIAGEWAY IN POND AREA

NOTE.1-ATI DIMENSIONS ARE IN MITIJMEIERS UNI.ESS

NOTED OTHER1VISL2-FOR NOTES REFFER DRAWING NO. CS-04.

TENDER DRAINNGrfot To E u8p Fo8 cotEtxucEol{

GOVERNMENT OF PAKISTANFjLA urNrsrRY oF coMMUNrcATroNS.tr* manoNAr HIGHwAy AUTHoRiry

NATIONAL ENGINEERING SERVICES RATODERO - RA.IANPIIR BOADSECTION-1

(RATODEBo TO SHTTGRPTTR)

TYPICAL CROSS SECTION

Pitril.E GRIDE (PGL) r PONr 0f ROT noil (pi)

ARROW INDTC TES DnECIloft 0FCROSFAI! OF SJPERE!5'.A!ED SEC!!O|| OF S*!E

TABI,E-IErttvt goPt !08 SuPn[tYtrD o€tr (g)

TENDER DRATINGTO' tt) EE USED FOB COITEilSUC'IIOX

t$r st@ 2 t-tlcR O O

I L*MI?

2 t r cR|F

$ 6t? OJ t.o

a o80

l d t . C,lt

tb O.O

VAIE TD - ADSIE FC IIG PIAEST.

PI.AN OF TYPICALSUPERETEVATION TRANSTTION

PAIEYA{T EDGE PRSI.E

6 6 6 6 6PROFII,E OF TYPICAT EDGE

SUPEREI,EVATION TRAI{SITIONS

@NOTES :-

1. AL DlltB,lSlONS ARE lN MILUMEIERS UNIESS OIHERilISE SHOWN.

@ 2. Atl- SUPEREI.F/ATION RATES ARE D(PRESSED IN UNIIS PER HUNDRED (').

3. PRORT.€ GRADE UNE (pcL) Alto polfrr OF ROTA11ON (pR) SMrt 8E ASsHottlrt tN lHE T\?totL cRoss sEcIloN.

1. FOLIOTVING SIGN COI{IENNON FOR SUPERELF/ANON RATE ARE APPUCESL.E(-) rvHE{ LEFT EDGE OF PAVBTENT OR SHOUIDER, tN O|RECnON OF TRAmCIS LOWER ll{AN RIGHT EDGE.(+) WHEN LEFT EDGE OF PA\IEITENT OR SHOULDER, IN OIRECIION OF TRAFRC,IS HIGIIER TTIAN RIGHT EDGE

5. EDGE PRORI-ES OF SUPERELRr'ATED PAVEMENT AI{D SHOULDERS SIIALL BEFREE FROM IRREGUI..ARmES, ROUNDING AT POINTS ,rC & E SHALL BEACHIEVED USING A 20 METB MINIMUM \ERNCAL CUM/E.

6. ]HE FORMUT-AE USED FOR CALCULAflON OF INNER & OUIER IRe ARE AS UNDER:-

@

@ SHARP DEVIATION SIGN(oN SHARP CURVES)

SECTIONS OF IYPICALDISTRIBUTION OF SI'PEREI,EVATION

(D. LENCIH OF TR X PAVEMENT WIDTH TO BE ROTATED

(0, 's' FAcToR ts TAI(EN FRoM TABLE-|. rHE LENoIH oF TRs ARE tNDtcAlE) oN pLAl{

& PRORLE SHEEIS, WHICH tilAY BE AIUUSTED AS PER Sm CONDfiONS AND,/OR AS APPROVED SY THEENGINEER'S REPRESENTAITVE.

THE RATE OF SUPERELF/AIION (S.E) IS RESTRISIED TO A MA(MUM OF 62.

BARFER

1..^-f ,---j-TIGOVERNMENTOTPAKISTANIIINATIONAL ENGIMERING SERVICEStllPArssrAlr (Pw.) LrD.

(x ,R^M{ BI RAA S}IAFIQ

RATODERO - RA.IANPUR ROADSECTION_1

(RATODERO TO SHTKARPTTR)

TIII.E

TYPTEAI, STIPF':Rf,:T.F'.VATION DRTAN.^S

SCALEo:t iT,il'TIED BI rrl. r/J

l"w I MrNrs'r'HY of' coMMUNrcATroNS\trffi "',1 NATToNAL HIcHwAy Aurr{oRITy

tz IECOIrUETDED I

01 *tD.n/ER F/ \ . / DATE

October, 2017

DRAWINGNO.

39O5/1O2fiD/ ls-ot

REV.

REV. OAIE DESCSPIION TPPROVED IPPFSI,ED fi l &

TENDER DRAMNGxol m Bl IrSE FOB CONET?UCtIoN

HousES/sHoPs

R = VARIABLE

ASPMLT CONC. WF,{RINO COURSE 50mmASPMLT CONC. BASE COURSE E0mm

AccREcATE BASE COURSE 25ommGRANUI-AR SUB BASE 2d)mm

sUB GMDE 3o0mm (CBR 8z MlN.)

T-TYPE (PI,AN) IN URBAN AREAS

ASPMLT CONC. WEARING COURSE 50mmASPHALT CONC. BASE COURSE 80mm

AGGREGATE B{SE COURSE 250mmGRANUL\R SUB BASE 200mm

SUB GR{DE 5ff)mm (CBR EZ MlN.)

RECOUMENDED CI'RVE RADII FOR DIFFEREI.ITA}IGIAS OF TURN

s{or,JEn I l.*;J lr-,,,(v R Er)

Y-IYPE (Pr.AN)

SECTION AT E-E

RAMPT-TyPE (PLAN)

NOTES:

1- ALL DIMENSIONS ARE IN MILLIMTTERS OTHERWISE MENTIONED.2- RAMPS ARE TO BE MATCHED WITH DESIGN FINISHED ROAD LEVEL OF PROJECT ROAD.

UNK ROAD

FH

SIDE SLOPE 2H r lV

ASPHALT CONC. WEARING COURSE 50mmASPHALT CONC. MSE COURSE 80mm

AGCREGATE BASE COURSE 250mmGRANUI-AR SUB BqSE 200mm

suB GMDE 3o0mm (CBR Er MN.)

ANGLE OF TURN(DEcREES)

CURVE RADTUS (R)(MrrRES)

30 30

45 23

60 1 8

75 1 6

90 12 TO 15

>90 VAR|ABLE

GOVERNMENT OF PMISTANnihh mwrsrRY oF coMMUNIcATIoNS'*-h nauoNAr HrcHwAY AuTHoRITY

IIINAnONAL ENGTNEERING SERVICES

tllPArasrAlr (Pw.) LrD.

(x JRrfrit B( RA'IA SMFIO

RATODERO - M.IANPIJR ROADSECTION_1

(RATODERO TO SHIKARPUR)

'lrILE ryPrcAL DEIATLS oF MrNoR

JUNCTION

scAtt03 SEI'ITIED BI m,sq2 RECOIIITENDED B \01 :HD.A'ER ET li{./ _D- OAIE

October, 2017

DRAViING NO.

39o5/1o2/1D/ Mr,ol

REV.

REI/. DAIE OSCfiFIrcN IPPRCA/ED IPPROVED F' u ,r&

I TENDER DRAtrINGI NOT rO BE U8ED rOB Cotf$lrucrlotrI

. 22s . 22s . 225 .225 . U5 .ffi , vARtES 10oo

ffi

EYE FOR RXINGDRAW CORD

SHOULDM EDGE

VARIES1 l - z i l . s) l t r

CONCREIESURROUNDct-Ass 'B' SEE DEIAIL A

SECTION A-A(ruTURE DUCTS FOREI,ECTRICAL CABLES)

MATENIAL IJST/M

TYPICAT CROSS SECTION OF SERYICE DUCTS ACROSS E)(PRESSWAY@

EI.EVATIONPRECAST DUCT MARIGR

DIA GS EYE FORilNG DRAW CORD.

ENGRAVING TO BEPANTED IN 8I.ACK

PAINIED IN WH]IE

SIZE OF DUCTS(As urD)

.1 00.1 00.1 00.100.100.l_|-l-|_|-l

. 1 5 0 . 0 . 1 5 0 . D . 1 5 0 .ffi

W rJLr.100.100.100.100 100.|-|_|_|_|-l

NO.(As

o F ll,{tD) sl

E]E]

s-l-f,

"lJelUFIIC PIPE

FI 1s-l IF t l

EI HIFllF] l

PI,ANPRECAST DUCT MARKER

OO ' UF'C PIPE

SECTION B-B(FUTUnE DUCTS FOR

TELEPHONE CABLES TWO rAY)r 'D'|N150(sEE OO ' UR/C PIPE

DUCT FOR PROTECTIONEXISTING SERVICES

OF 300 a unrc PIPE SECTION B-B(FUTURE DUCTS FOR

TEI,EPEONE CABIJS 4 WAY)SECTION(FUTURE DUCTS FOR

c-crATEB UNES)

DBTAIT

ELECTRIC AERhL UNESTERM|ML PO|f crY".) NOTES

ALL DIMENSIONS ARE IN MILUMETERS, UNLESS NOTED OTHERTI'ISE.SERVICE DUCTS WILL BE PROVIDED AFTER ONE KILOMETER INTERVAL OR REOUIREMENT,SPACING & POSMON OF SERVICE DUCTS SFIALL BE COORDINATED SY lHECONTRACTOR WIIFI THE CONCERNED AUTHORN'Y DURING CONSTRUCTION WITHAPPROVAL OF THE ENGINEER'S REPRESENTATIVE.COST OF WOODEN STOPPERS, DRAW CORD, GS EYE, SPUTNNG OF PIPES,PROVISION AND WMPPING OF POLYEIHYLENE SHEEI, CUTNNG AND JOINING WTTFIEKISTING DUCTS AND/OR AI.{Y OTHER TNCIDENTAL WORK SHALL BE DEEMED TO BEINCLUDED IN THE COST OF PTPES AND OTHER REI.ATED ITEMS IN fiE BOQ.DRAW CORD SHALL BE DfiENDED UPTO fiE DUCT MARKER AND TIED TO TFIE GS EYE.TYPE OF CORD SHALL BE AS APPROVED BT THE ENGINEER,S REPRESENTATIVE.WRITING ON PRECAST MARKERS SHALL BE ENGMVED.DIAMETER (D) OF SPLJT DUCT FOR PROTECTION OF D(S'IING SERVICES AND THAT OFADDMONAL DUCT SHALL BE AS DIRECTED BY THE ENGINEER'S REPRESENTATIVE.FLEflBLE JOINTS SHALL BE PROVIDED AT LlAXlMUM OF 5000 lN CONCRETESURROUNDS.

. TIAIN CARRIiIGEWA\B2.

R.O.W IIARKER ?

PROPOSED DUCT

ARRANGEMENT OF T'NDERGROUND DUCTS FOR BELOCATION OF OVEREEAD EI,ECTRIC IJNES

6.

7-

PRECAST DUCT MARKER ON BOIH SIDES(SEE OETAIL)PREC.AST IIARKER

2 5 0 x 2 5 O x J O O

DUCT TYPE NO. IM

ETECTRTOAL (2 WAY) 2 225

IETEPHONE(2 WAY) 2 100

TEUPHoNE(4 WAt I 100

WATER (1 wAY) 3m

i. i;-'#+ sffi ''s.'l

.. ,: i,tt, : 'r. '..

i , ..i '..-. I ' . ' i. a . . .

:

i. '.'

..'t"i ..,

r,\f;

' i - r I

. i t -

; t ' ?I

: " . r

(sEE NOTE NO. J & 4)

GOVERNMENr OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAT HIGHWAY AUTHORITY

IIINAIIoNAL ENGTNEERTNG SERVTCES

lrlfPArssraN (Pw.) trD.

(}+ ,RAIN BT RAjA SIIAFIO

RATODERO - M.IANPUR ROADSECITON_1

(RATODERO TO SHIIoRPTTR)

TILE

DETAILS OF SERVICE DUCTSSCAI-E

05 ;USIfTIED BT In . i ;a2 ECOIA'ENDED B

01 *o.y',ER sr ' DA1EOctober, 2017

DRAWINGNO,

39O5/102/7D/ n-or

RFY.

RFl/. DAIE DESCRPII(}{ APPRO/EI) IPPRCIVED B'-"N.

-

I

TENDER DRATINGrqf T0 E I'SED FOB COIfEIBUCIIOX

01 012 O 2@ C/C

SECTION B-BT

I

Iooro

SECTION A-A

SflLUNG CH/$IBERGCSION ilATTRESS

PROTECTION05 ,12 0 200

01 012 O 2OO C/C/t50 DIA

PIPE SECTION D-D SECTION C-C

NOTES1 . AIL DIMENSIONS ARE IN MILUMETERS UNLESS O}IERWISE

NOTED.CONCRETE CHUTES SHALL BE PROVIDED AT AN INTERVAL OFsOIi| IVHERE FILL HEIGHT IS MORE 1TIAN 3M OR ASDIRECTED BY THE ENGINEER'S REPRESENTATIVE.CONCRETE FOR CHUTES COLLECT]ON & STILLING CHAMBERSSHALL BE CI.ASS ..A1 ,,.

RE_BAR SMLL BE GRADE 60 REINFORCEMENT STEELCONCRETE CHU'IE TYPE (A) SHALL BE USED AT OUTLETSOF MEDIAN OPENING AND AT OTHER LOCATIONS OR ASDIRECTED BY fiE ENGINEER'S REPRESENTATIVE.COLLECTION CHAMBER TYPE.C SHALL BE USED IN UEU OFTYPE-B. WHEREVER LONGIruDINAL SLOPE OF ROADEXCEEDS 1.02 AND/OR AT OTHER LOCATTONS APPROVED BYTHE ENGINEER,S REPRESENTAT'IVE.

PtANCHUTE TYPE (A)

a

4.

6.

T'I---_I GOVERNMENT OF PAKISTAN

l.# lMrNrsrRY oF coMMUNrcAnoNSL#,ft','l NAnoNAr HrcHwAy AUTHoRrry

ITINAflONAL ENGTMERING SERVICESflfPArflsrAN (P\,"r.) LrD.

0,t )ililN Bl RAA St|^fIC}

RATODERO - RA,trANPUR ROADSECIION_1

(RATODERO TO SIIIKARPUR)

IIILE

coNcRETE CHUTE (1)scll-E

(r:t $,SIITTED F' r l , * - -02 ECoTIIENT'ED B

ol ).|D.^/ER. B/ r V> DATEOctober, 2017

DRAWNG NO.

3905/1o2nD/ n-oc

REY.

RF'. 0A1E DESC$UPIION APPRO'ED IPPRO/ED BI ilr\

TENDER DRAWINGr{of !o s ustD FoE coNsEtrqEoll

COI.I.NCTION CHAMBER TTPE-B

colr.ncTloN CHAMBER TYPE-CSECTION B-B

08 r12.12 O 2@ C/C

c-c06 ,12

SECTION 612 O 2OO C/C

SECTIOND-D

l s so l

DETAIL ,A'

NOTES1 - ALL DIMENSIONS ARE IN MILLIMETERS UNLESS O'IHERIVISE NOTED.

N

fi

ilElr lu J l( D l

=lo l=l8l3L

ooN

r-, GOVERNMENT 0F PAKISTANlN# | MINrsrRy oF coMMUNrcArroNSlgh,J NATToNAT HrGlrTrAy ArrrHoRny

TrINANONAI, ENGINEERING SERVICEStlIPAr{srAN (Pw.) LrD.

O,t ,Rlillr Br RAIA S|r FKt

RATODEBO - RA.trANPIJR ROADSECTTON_1

(MTODERO TO SHTKARPLR)

TIILE

coNcRETE CHUTE (2)SCJCLE

G' SAN]IIED B' rD. A-tz RFCOTaUEXoED S

01 '|D.,A/R. Br DAIEOctober, 2017

DRATINC I{o.

sgos/rcznD/ D-osREV.

REV. DA1E DESCftPI|oN APPROI/E) IPPRCIVEI' B' u :!r

TENDER DRAWINGuot to BE IrgED FoB coll8lBttcfrolt

BEAM BACK-UP PI.ATE(DUENSOI{S S ||E AS SEC. IHROTGH B€Ar)

NOTE:_ sc LE- t:2fiF P|IIE IS PIICED BEHIND MIL EI.OIENIS AT INIERTIEDIAIEsrEEL F6r, (NON-SPUCE FoSI)

IV-BTAMTERMINAL SECTION

' lI

EETT' 6 - i I l l

t- ll 3 s ll-t

eOE

O1O HEX NUTSCAI-E- 1:2

ilglE- Dlts &LT A{D SQU RE W S}|ER IRE rrsg) rOFASIEII V BEAII MIL EIIIIENE TO POSS.

SQUARE WASHERsc{E- 12

l-EffilI ,25x2 o€EP I

@El l l rlo l l ' z l

016 RECESS NUTsc LE- 12

NOIE- IHIS SOLT IS USED TO SPtrcE RAT. FI FITEI{T.

SruCE H)LTSL,rOI 2J)(2g

FOST MTTs-oT texS+

ORWEID€D

EMBANKMENT GUARDR SECTION THROUGH BEAMscAtE- t25

NOTES:-* -PROVIDE CONC. CIASS

.A. AROUND POSTS WHEREVERDRMNG IS NOT POSSIBLE.

* -HEC}f OF POSI MAY VARY AS PER SllE REQUIREUENTS,* -16 ' BOLT NOT REOUIRED IF BrcKUP PLAIE IS USED.' ALL DIMENSIONS ARE IN MILUMEIERS UNLESS NOTED O''HERIYI5E.

NOTE- GUARDRAIL LENgIHS ARE TENIATTVE I! THESE YYILI' BE DECIDED F/ THEENGINEER AS PER STIE CONDMONS & GEOMEIRf OF THE ROqD.

FOST BOLT SLOTBFAM ETEVATION

HEX

POST ELEVATIONSCAE- t:lo

::. GOVERNIIENT OF PAKISTA].It.|l la.H* MINISTRY OF COMMUNICATIONS#e NATIoNAT HIGITwAY AUTHoRITY

:IINAfloNAL ENGTNEERING SERVICES

tllPArasrAN (Pw.) trD.

(X ,RAUI{ B' RAA S}IAFIO

R"ITODERO - RAitrANPI]R ROADSECTION-1

(MTODERO TO SHIIGRPUR)

TTTLE UST ANDDETAILS OF W_BEAM GUARDRAIL

WITH STEEL POST

SCALE

o:t ilJSatnED Sl 1f) r-

02 ECOTIIENOED B

01 *ro,^/ER B/ N> \. DAIEOc tobe r , 2017

DRAUING I{O.

39o5/1o2/TDl cn-o

REV.

Rf,V. IIATE o€scftPnot{ TFPROVED \PPROVED B/ rS

TENDER DBANNGlrol !0 Bt ulrE t FoB coNltltscllox

r 6 @ l fit_

fFjEll ETii.:-Wl

PUnr @NC.

| | 2000 | looo | 2o0o I looo | 2ooo Ic'lt f l

l(x}.i(n oPE!iltG FoR sl- TYPICAL PLAN OF PARAPFT WALLtlotE cilm c,/c (SITGGERED).

PLuy @t{cRE|E

_f* DEIAL q,<'

\ WEEP t(,LE l(xlmn [xA-| ELIEE IIIEEI L (cRAt{,un fiFE)

/ s(x)rJ{xlrsoou' Ftlc PlPt lOOmm D|A- rcR WEEP H(xE

OOt{cRElE 25odrm

TYPICAL SECTION OF PLUM CONCRFTERETA|NING/BRFAST WALL TYPE 3 APPLICABLE WHERE NO RTTANAING WALL EXISTS

SECTION A-ACO'{CREIE 25omm

TYPICAL SECTION OF PLUM CONCRFTE

RFTAINING WALL TYPE 1ryPICAL SECTION OF PLUM CONCRflE

RffAINING WALL ryPE 2

Pt,C PIPEDIA UEEP

RLIER T'iIIilALAT UEEP HOTES

TABLE:-

TYPE-1 TYPE-2 TYPE-3o<40 '

TYPE_3o>40 '

DilAIL "X"

H(.)

B(''n)

1.50 0.602.00 0.802.50 1.003.00 1.203.50 1.50

4.00 1.80

4.50 2.005.00 2.305.50 2.606.00 2.907.00 3.,f0

8.00 3.90

H('n)

B(rn)

1.50 0.802.OO 1.002.50 1.,+O3.00 1.703.50 2.OO

4.00 2.404.50 2.705.00 3.005.50 3.306.00 3.706.50 4.007.OO 4.40

7.50 4.70

8.00 5.00

NOTES1- AIJ DIMENSIONS ARE IN MII.IIMETERS UNI.€SS OTHER{ISE NOTED.2- WEEP HOLES FrC PIPE 100mm DIA SI!{LL BE STAGGERED AT Al.l INIEF/AL OF 2m VERTTCAL

AND HORIZONIAL AND AS ADDMOMI.IY DIRECIED B' THE ENGINEER.5- TIJE SLOPE OF WEEP HOLE SHALL BE 1 IN E FROU BACK OF THE WA|.l- TO THE OI,'TER FACE

OR AS DiRESIED Ef THE ENGINEER.,+- TYPE OF RETANNG WAIT SMI.I BE DECIDED Bf THE ENGINEER AS PER SllE CONDMONS KEEPING

FOtlowtNG rN vlE:tv:- TYPE I RETAINING TYATI SHAI,I BE PROVIDED WHERE THE ROAD IS SELL AWAY FROM lHE ML|JAH,RI\ER,/RMNE- TY"E 2 RfiAINING WALL SHALL BE PROYIDED WHERE THE ROAD IS IN CLOSE VICIN]TY OF IHERI\ER,/RMNE OR CUFF FACL- Tr?E 3 RETAINING WALL SHALL BE PROVIOED TO REfAtN TltE SCREED MrfiERhL (BREAST WAL.L).

5- PUrl' CONCREIE (7Or CONCREIE CLqSS 'B' & 302 ROCK Fil.t TJI/\TER|AL t{AVlNc SIONE SIZERANGING BEII|EEN 20o-30o) BE [mUzED.

6- PCC PAMPET SMU- BE PROVIDED AT TOP OF RETANING WALL AIID AT OIHER HAZARDOUSLOCATIONS. Gl,lARD RAIL SM,Ll gE PROVIDED OVER +m HICH RLL OR AS DIRECTED Br THE ENGINEER.

7- \EFMC"AL SI.OPE TO THE OUIER FACE OF THE RETAINING WALL T\?E 2 CAN BE CI.IANGED UPTO 1 tN 10.

8- PAYI'ENT FOR WEEP HOLES AND RLTER MA1ERIAL IS INCLUDED IN THE COST OF OTHER fTEMS ANDSTIALL NOT BE PAID SEPARAIELY.

H(m)

B(m)

1.50 0.802.00 1.052.50 1.,+O3.00 1.703.50 2 .104.00 2.404.50 2.705.00 5.005.50 3.306.00 4.007.OO 4.70

8.00 5.509.00 6.0010.0c 6.60

1 1 .0C 7.201z.OC7.E0

H(m)

B(m)

1.50 1 . 1 0

2.00 1.,SO

2.50 1.703.00 2.OO

3.50 2.JO

4.00 2.704.50 3.O05.00 3.605.50 J.90

6.00 4.306.50 4.707.00 5.00

r_---r GoVERNMENT 0F PMISTAN

lry# l MrNrsrRY oF coMMnNrcAfroNSt,ffi.| NATIoNAL HIGHwAY AUTHoRTTY

IIINATIONAL ENGINEERING SERV-ICES

tlIPArasrAN (Pw.) LrD.

0{ )R rx Br RAlr sH Flo

RATODERO - RAJAI{PUR ROADsEcnoN-1

(FATODERO T0 SHIKARPnR)

TTILETTPICAL PLT'I{ CONC.

RETAINING TAI,L DETAIIS

scAllOJ ilEgTID FY

02 lECo$ro{DED B

o1 >r0./1/ER BY N Z o U'IEActober, 2O17

DRASI}IGt{o.

3905/1A2/TD/ pw-nt

I{LY.

ner. IIAE DESCRIPIION APPNOVED lPPfi,\/ED BI FAL

PLANS

&

PROFILES

Vn

!d+ ,d

s"B

Sh

ii otu

o!

rn il + Or

Ol i) + N) (,

-ll-r

se

ttil

o

ul\

t?t

l\ (^

IIV

ql/

oo

? o t ,t'^\

t4"*

,,/\A

V-

Ne

54

.43

1

5L

7L

2

53

.97

4

53

.98

9

54

.26

6

5J

_d

55

53

.73

8

53

.85

4

53

.80

6

53

.69

0

53

.91

1

53

.93

2

53

.95

J

53

.99

2

54

.01

2

54

.03

1

54

.05

1

54

.07

0

54

.08

9

54

.08

0

54

.10

0

54

.12

1

54

. I 0

0

54

.06

7

54

.03

3

54

.O0

?

53

.97

4

54

.06

1

54

.05

9

53

.48

5

54

.32

4

54

.10

4

54

.51

6

54

.33

0

54

,34

0

54

.5,[

E

54

.35

2

55

.95

4

53

.94

0

55

.95

1

53

.96

7

53

,98

3

54

,00

0

54

.O1

7

54

.05

3

54

.05

0

54

.06

7

54

.0E

3

54

.10

0

54

,'t1

7

54

.13

3

54

.15

0

54

.1 67

54

.18

3

54

.20

0

54

.21

7

54

.23

3

5it

.25

0

51.2

67

54

.28

3

54

.30

0

55

.95

4

53

.94

1

53

.93

4

rn tl N)

;a

{

@1

o@

xe

i,5

t..

oc

x;

'o

T!

5

l,'-

F

>

NB

2;

hs

sd

"

^o

ob

HE

HE

FE

F 3

!nm

H F

TM

SH

ililf

fiE

,FE

ZE

Etz t:

HE

E'z

Cr

a HI

F (? FI u ng

HH

EH

?

EE

gH

HS

Bv

tr

K- w

, ___

s'e

)le

ll

x - gE rF fE gH\

\

(unauuuts o.t ouuco,rvu)I-NOLmgS

OVOU Undl{Vf\ru - O&IOO,[Y8

'qrT (',ura) mrcurvasgclAugs cNlugglucNs TYNoLLVN

ilrtililH

I,InlOStrnY MEoIH m{OI.lYnSNOI&TCINNNOC CO If,.ISINIIT

lwlsuYd do ,LNs'|lnlgaoe(X}t+l :t$l - 002+O :lf)l

FIL{OAd ? tlrld

0e 00'otz:cA]cr'6!z:,

9Z'9e r^tll t^d-oo'09t+r:vls t d

!1oo^"boi*o^

.€"*^ 1

Z\

"b\o i,!w

oooXio.,;^,

Lt69'ZLWLOt,N 'ocB0'zt60ct:3:z

.-r '---=-.-_l

'06 tB'6tctet :l

/ --:---.d | "'P-'tttttbttttl I

f | 'uooo'ooot:u

I4f I scqgt+r'Hc I

zo8''9c9f40e:N 'LZtl'gZLOtt t3

tr'..-*'*ll lI R:1000.O00m, II L :300.531m, I

| ^162' 46' s1"

I

E:431349.8190,N'307502-:_)-/'

xr,,*,,*"."%

4rE:431A29.4262,N:3075333.1J09

tlt

/F

/

t l lt l ll r lt t it t iPV SIA:1+800.00

PVI ELEV:54.00K:245.35

PM Et€V:55.75K:219.43

+_-]--+i i odtz

l

I

Ktl: 1+902B.C : 1(1.5x1)s<Ew p'

t i-l- '-+

i i Ii

CURVE R=1000.00

Design levels @@

o

!@q

q3$f i3S3s

3 3 K R 8' : - q q o

; 3 3 3 3

D +d r i4 6

qE- iE$H3 3 3 E 3 S S E8fi5ERi

s 3 3 f i f i s f i EEFFf i s 3 S

HHIEFd s $ ; ;

HEPB$HP3 3 3 S f i S 3 3 3 s

e l u ?; s3

€ q D @ + n + - o o ii : ' : c ! N ns f i ; 3 S ;

@ oo r s @o - i sd d r i d i@ o o o

E;sbs" ? " i ! E E* + * + +o 6 0 o o

A 3 3 r. i @ @ r

J r + +u r o o o

(nvEBliltBfl or PrreilaNIINtr'1BY OT COT'IT'NICANOTSI{ATIOI{IL EIGETAY AUEON T

EEEF*trNAIIONAL ENGINEERING SERVICESPArssTAl{ (PW.) rTD.

RATODERO - RA.trANptJR ROADSECTION-I

(RATODERO TO SHTTilRPUR)

PIAI{ & PRONIEKL: 1+4{X} - Ktl: 2+iq)

GOVERIIItrnU OF PItrISTAI{IINIIISY OF COIXIn|IC,InONSNATIONIL HIGTTTAY AUIEORN:T NAITONAT ENGINEERING SERVICES

PATGSTAN (Pl'"f.) LTD.

RATODBO - FlA,trAl{PItR ROADSECTION-I

(RATODERO TO SHTTGRPUR)

PIAN & PROFtrAKX: 2+1d) - fi: 2+6OO

(unaurunrs o.l ougco,rnr)I-NOLmgs

GVOU UOdI{VfVlI - OIEOO,IVII

'G.LT ('J d) tw,l,survasgclAutrs cNruggiucNg'IvNoL[vN

ilr{ilIX

fi,uos.mY tYrsoIE m{oEY}ts|{oltErN0moc do IMSINI'T

NY&SUVd dO .I.MilII8SAOI}

Oo€+C :tl)l - flr8+Z :f0l

fluoad "

tlrld

00'0zz:c -l

91.'1.09c r)91.'t9: :ft3 hd

00'00t+z:vls hd

ADDUID!n

o@

!tooatb

9{@

N

io

o

ios,Io

+r!'!,o

6

uooit:FQNN

o +&oN@

id

@

o

oo!o

sle^ol puq

q

q

3'9

o

ioo@

o

N

ooo

{}

q

!

q

i@{

o

Nq

oio

(Jlo'q 'A

r-Is;ana1 ubrsa

8','198t LNloNVl

00'002:3A"t96'0tz;x

09'cg:A:n3 hdoo'ozt+crvls t d

0000c.0000

E v

\,)

I r:+:s+oo'oooolGsozszoo.oooo

I r:osseoo.ooooTG:ozszoo.oooo

/, )(

. r ' : :z / / \ !

N

C

Yrl

{w/ \ B,,. i NALA I' )

,g t/i'/ /l','/ta,t t""

"/t'"/'

tli

\ ,

/ E

I E:osszoo.oooo-T-n=sozssoo.ooooI r:oss+oo.oooo-Til=3075s00'0000

wY,/A

PVI IPVI

L

60

/ F

f''",-- ,-."o*-t_I

) r a : : - € i . / i I ; , ] - r

lDes ign l eve l sI

lGround Levels

,

ieFAinoge *

;TA:3+420.00ELEV:53.80

K:210.96r'C:200.00 rT:r-,--:.-J{rr}'\

: 4 . , , \\,.,i

\ri

\ ', i

l :.l ()

. ! < \ : . ' . " :

t ..1',./t'"

nGtFICNATIONAT SNGINEERING SERVICESPArssTAr{ (PW.) LTD.

n|n| I A l{ Ea rlll

RATODERO - RA.trAltPItR ROADSECTION-I

(RATODERo TO SHrrilRPnR)

Ptat {&PRomE l*Kll: 3+5{x) - K}r: 4+2d) I ,,ro*

9'UIIE mi ;IIINUIIBIY OT COIIUNIC,ATIOM' iEDOHIE

I{ATIOI{IL IIIGETAY AI'ITTOMT o|l.^,ER N-) \* DATE

Octobcr, 2017

osc No.y,06./re2/m/Pe 6

RFY. OATE DESCftPn(r{ APPR(MD pPnoru) N

(unauwms o,t ouggo,mr)I-NOLr,gS

CVOU UOdNYfVU - OEEOO,IYII

ITQIOS.INY IYISOIE TNOITYNSNOI.I-INfIIiOC,iO ^nIISINItt

tIvIsDlYd do &E $lus^oo

'g,t'I ('&rd) tw,l,sorvaSECIAUSS SNIUSSNIONS TTNOIJVN

ilrf;ilTtr

q)6+' :fl)| - oOZ+t :fDl

aIICOUd "

NrId

00'0zz:cA'l99'ZLrtty

orgg.Afll l divls

+t 3DDUID

!!o

!i,N

o

i!

o

o

sla^el punorco

io!

o

ioq

q

ioq

o

!{o{Nq

o

{oo

oqo

q

io@

iNq

o

i,{o

oiNo

qq

{oqo

9l'69t lNfcNVl8r'r98r tNfcNVl

iii,iil

o/7 t,A ibQt v i

i

I

I

nn^n'nocC/Oq=N I

oooo'o0rtet-3 |77)%D

oooo'oose/oe =-d-0ooo'00ltet=l I

t6z6'l.fgql.oc :N 'z669 tggtct:3tLct90'tgggzoc:N '686f629t!t:3

:9

I E=os+eoo.oooo-T-u=sozsooo.oooo8:

E:435006.0927,N:3075530.5923

I E=u:s, oo.ooooTG:ozsooo.oooo

PVI STA;5+PV ELEV:54.38

K:569.57LVC:2,+0.00

h o i n c 5+200

COVBI{IBIT OF PISISTANIINT'IEY OT COIII,NIC,ATIONSI{ATIONTL EICETAY AI'ISORITY

rExFTXNAITONAL ENGINEERING SERVICESPArssTAl{ (PW.) ttD.

RATODERO - RA.trAl{PUR ROADSECTION-I


PIAI{ & PAOFtrAXU: 4+9C) - Ktl: 5+6(X)

I r=+gs+oo.oooo-T-n=sozsooo'oooo

,''-----:7va

I e=+ss+oo'oooo-TGsozs+oo'oooo

I E=+gszoo'oooo-In=sozs+oo'oooo

GOVERSIIEI{T OF PAXFTAI{IINnmY OF CO!flIrITIC,ATIONSI{ATIONAL EIGETAY AT'EORITT NATIONAT ENGINEERING SERVICES

PAKTSTAN (PW.) tTD.

RATODERO - RA.IANPUR ROADSECITON-I

(RATODERO TO SHTIilRPnR)

PIAI{ & PNOFtrAKllr 5+600 - l(l/: 6+3fit

^nnn

/'----\

>( q,b--ts '/

f

F=436200'0000Gsozssoo'oooo -'\v

.\

N

II

c\1l,vEdi a -ol L8 cquv.e ,/ 6

900.0000'5400.0000

D+@: . -

zf-

_-gb) \i \I

o.o-X

3U

+4

Lr"-,',. .-Il-_I

> J : i : r - e a f c : ) : )

lDesign levels

lGrounO Leve ls

pEAinoge "

o o

64

oz

60

56

54

ICU

48

46

I144r-IIL

blItPoo

COVENNIBIT OF PTqSTANrINStlSY OF COIIUMC,ATIOI{8NATIONIL EICEf,AY AI'TUOR$T

ilEEFtfrNATIONAT ENGINEERING SERVICESPArssTAt{ (PW.) tID.

mtn{ I A l{^Ea tnl{

RATODffiO - RA,IANPI]R ROAD

SECITON-I(RATODERO TO SHTTGnPUR)

Plllr & PAOFUAKI: 6+300 - Kll: 7+0fi)

$ l E

1:20OOSIN'TIED m.LREM@

(|o./\,B. M> a l E

Octobor, 2017

D*E l|o.

'BfJ5/1t2t1D/PE 10RE\'. DATE DSCRPfl(t{ IPPRO@ PPft'IE) 'Jft.

I t=+sogoo oooo

fn=sozssoo'oooo

1 1 :E:437377.2650,N:3075362.1216

N

IoI| 6=+3-Til-=3c

,/rDlu- iuRN-01

I t=+szzoo.oooo.'*.nzqcno oO00

I N - J v ' , v v - - ' -

I o=+sogoo'oooo

TN=sozssoo'oooo

XEEFfxNAfIONAL ENGINEERING SERVICESPAIGSTAI.I (PYI.) LTD.

RATODERO - RA.IAI{PUR ROAD

SEC'TION-I(RATODERO TO SHrr0RPUn)

GOVMNIBIT OF PTrISf,IIIIINITTBY OF COIIIITMC.ATIOT{SNANONAL flIGE AY AUTBOnITT

PI.AI{ & PROTILEK* 7+000 - Kll: 7+700

1 1 :Ei 437377.2650,N: J075362.1216

I r=+slaoo'ooooTu=sozs+oo'oooo

I o=+szsoo.oooo

TN=sozsooo'oooo

PV STA:7+640.00PVI ELEV:55.75

K:302.36LVCr 200.00

GOVERT{rE!|T Of Pl(fftTtNT.IXIfIIBY OF COIII,I{IC,ATIONTINITIOTTL EIGETAY AI'TTIOMTT

TGreFAGNATIONAL ENGINEEMNG SERVICESPATGSTAT{ (P\rT.) rTD.

RATODERO - RA.IAI{PUR ROADSEC'ITON-I

(RATODERO TO SHrr$RPnR)

PIAII & PRONIEKtl: 7+700 - Kll: E+4tX)

ROW' i \

l---\

T--€€uND*R+-+rd{ I \

| ' '

II t=+sezoo.oooo

Tn=sozszoo.oooo

GOVESI{IENT OF PTf,$NANrINXSTRY Otr COIIIffIC,ATIOIISNATTONIL EIGETAY ATT1UORET

xGxFTXNATIONAI,PAKISTAN

ENGINEERING SERVICES(Pw.) LrD.

RATODffiO - RA.trAI{PIJR ROADSECTION-I

(RATODERO TO SHrrGnF{.rR)

PI.AI{ & PSOFIITKll: E+4tXl - Kll: 9+1d)

I t=+sgooo.oooo--ffr=sozssoo'oooo 121E:439511.6666,

N:3075194.2072

I o=+rssoo.oooo-T-N=sozsl oo'oooo

PVI ELEV:56.00 I iKIJ2O.00 i

LVC:200.00 i iK:224.71

LVC:301.96

KM: 9+278B.C: 1 (1 .5x1)sKErt 0'

KM: 94188B.C : 1[1.5x1)s(Et* p'

l i r lt i l l

I

t i i

TANGENT 2104.96

c q i n n l a r r a l co * o +F O O oc : g q . ta a o oo o 0 6

t 6 { o6 F + Oo o o or i d c i do o n o

EEREHs\EiEBe33S ; ; s3 ; ; ; sd

o 6o qr i d

A N O F F +

5 3 : 9 N St i ! r + +o o 6 0 0 a

Ground Levelsn @ o @ N @ o o $ o s @r y l c l o o - r E N r + ; ;@ @ N N t : \ r @ e D N +

d d r i d d d d d r i r i r i +o o o o 4 o o o o o o 6

S E @ N N N N N d DF @ F d F O o @ N 6 @

I - N N N N - N N

i i i . + + + + + + + +o o @ 6 @ O O @ 6 n O

E3$EE3$$:q 1 + + + * + + +6 0 4 0 0 0 6 0 0

o @q q

9+200 9+J00 9+600 9+700o tn ooe s+

GOVENNISI{T OF PrI(uilANIINU'IBY OF COloaItMCltttONSNA1IONIL EIGETAY AT'EOruTT

tEtFfiXNATIONAI ENGINEERING SERVICESPAKTSTTAN (PW.) LTD.

RATODERO - RA.trAI{PIIR ROADSEC"ITON-I

(RATODERO TO SHrr$RPUR)

PI.Ail & PROntAKY: 9++100 - KH: 9+&!O

(unaunurs o,l, ouggo,mr)I-NOITCSS

GVOU UndlMU - OUEGOIVII

'qJT ('&\d) tw,l,survasgSl ugs cNlugg|trcNg TvNoLLvN

ilrf,ililH

IIIUOH.I.OY TYISCIE ITNOITV}ISTIoIIYoIIIIIIIiOC dO rf,.trSlNln

llr&sYd ,{o ,ilstrilulEAoo(m+Ol :tDl d (n8+6 rt)l

atlroSd "

rrtd

96'toc :c^'ltL'tzzt>l

oe eg.AfTt l d00'099+6:vls t^d

oooo'ootgroc=-E|_..oooo'00e6et=-j I

koo'oo"nr/r=..ttl-0ooo'o0loit=l I

oooo'ooesLoc=+L0o0O 0096tt=l I

(unaunms o,l, ougcomr)I-NOilCgS

GVOU IIOd|MVH - OEEGO,IVI{

'c.['I ('ma) uv,l,survassclAuEs cNluggtucNs wNOILVN

ilildiltr

ITilOEtNY IYTHCIC 1VNOITYNsNot.tvclNomoc do .[&srNtl

NY,ISUVd dO IMilNUSAOO

m6+lt :tot - 0oz+11 :trDl

oluoud "

trFld

oo9+tl

7l

00'ozz:c^'l09'Ltzt>l

o'.4g.Af]3 t d00'0z6+ll:vIS hd-t-i

I

::33;:;x:-d,o^%on^? uOo^-u/o,-.t "u'n^ "<o^

: ""oti"'&/_+

--:J)\_if

oo

.-?

z---------',/

o*

r

o

S

2

ia

Et 441642.213+,N:3075557.5097

..':.--..".: ' i ' . ' ' - ; . , . : . l

- * i - i i , ,r!ri!!'r

COVEBIIIBII OF PIXFTAI{raINrrTRY OF Col|I[n|IctTtotfttITAITONTL EIGETAY AT'TEOruTr

HEEFtxNATIONAI, ENGINEERING SERVICESPATSSTAN (Pyf.) trD.

RATODERO - RA,IAI{PUR ROADsEgfloN-I

(RATODERO TO SHTTCARPLR)

PI,AN & PROFIIAKil: ll+gq) - Kll: t2+6q)

DATE

Octobcr, 2017

v-"J\!'b.r^-o.-o^,bo.:oo^

u;"

L,\\

i lefer Dwg # JsO5/102/ID/U_iURN_0":

/r{'

R&WA\

i =-\--Y\

r\

GOVERT{IEI|T OF PIXHr}IrgNurffiy oF col|IlnncafloNsNATIOI{AL MGETAY AI'TEON$T

3EE'TtrNATIONAT ENGINEERING SERVICSSPATCSTAI{ (Pl,'f.) rTD.

RATODERO - RA.trANPI]R ROADSECTION-I

(RATODERO TO SHTTQRPTTR)

PI.AI{ & PNOSI.EKLr t2+@O - fi: ts+Jfi)

X%.F..;o"e

v-z\\i

%.F.) a ^

""^%^\"o"o 171

Et 442459-9671,N:3077154.9905

-a\g-q

l- o^

h Too^td '6^-0

|fi--"t -.------ #-- - 5S- .

\ i , /

''.. r--.----' .,-r'2"\, \ ) \,

,/: \I " 1z ,J .

t#ffi .-^.\J

\' ..'l

'. .,^-----55-.' ---6.^__^--_--r,7_.-=^__,-8

t^

--r/

-//- Va(- \ \ ' P

!A Y'Xo"-.?l 4

& ,9 -6F-;-'

O U

50

46

ffiI r - , - =t - ' "lDes iqn l eve l s+lGround

Leve ls i@

@VENNIEr{T OF PIf,SITI!{rIINEIBY OI' COIIT'MC,ANONSNANONTL EIGETAY AT'EON$Y

tEtFnxNATIONAL ENGINEERING SERVICESPATSSTAN (Pvf.) LID.

lnrt{ I A ! f i E N i l

RATODERO - RA,trAI{PIIR ROADSEC"IION-I

(RATODERO TO SHrrqRPnR)

sc^tEPIAI{ & PROFIIE

Klt 13+300 - Kll: 1,t+000 1:20tX)s.nfnE rn t-.-RECTMq)

cro,^rER N7\ 0 l E

Oc,tobr, 2017

ttc r{o.r,s5/ru2/\D/PE nREV. DAIE DESCfiPn(t{ APFRO,@ PPROVE' IR

(unagwns o,L ougcolvr)I-NO[,tcgs

CVOU UndlIVfiru - OEBGO,IVII

'GrT ('J d) tw,l,sorvasgcnugs cNlugEttr9Ng TVNoLwN

ilrfilIE

firuosrov ^I-rscIB Tvt{oI.rYtIsNol.lvclllnnoc,{o &ilstNltr

ITVISDYd dO TMD|InISAOE

gol,+9! :|!Dl d 00{'+91 :'D|

cluoad ? lryld

,a/

//j<-J/

CHt17+371.O7

R:280.00Om,L: 98.002m,^159 '56 ' 46"

1 9 :E; {.{4078.J858,N:3080022.2102

/

E 444:;;.c;"-',r1t- --...-- ':t,-- '

,.r,a,,yiill"i',"-!r/ \

i i -f-

ri..-.1!!i"I

. . . \ t - i t . ta' . , ' . . ' l i l i i

h o i n o

GOVERI{IENT OT PTXETATTTINTilRY OT COIIIJMCATIOI{fINATIOI{IL EIGETAY AI'1tsOMTT

EgGFnfrNATIONAL ENGINEERING SERVICESPArssTAr{ (PvT.) LTD.

RATODERO - RA.trAI{PIIR ROADSECTION-I

(RATODERO TO SHrI0RPrrn)

PtAr{ & PROFILEl(H: IE+EOO - Kl|: l7+5fl)

D e r o i t O f U _ T U R NRefe. Dwg i 39c5/, ,a2/ID / j -TURN-Oi:

22E:444805.7574,N:3080911.6325

PVI STA:17+440.00PVI ELEV58.OO

K:169.12LVC:164.43

17+9OO l8+I00

GOVMNIEIfT OF PIT$ITAI{IIINISIRY OF COIIUMCATIONINATIONAL ETGETAY AT'TEORIIY

HEXFfifrNATIONAL ENGINEERING SERVICESPArssTAl{ (PlrT.) LTD.

RATODERO - RA,IAI{PIJR ROADSECTION-I

(RATODERO TO SHTT0RPUR)

PI.AN & PROFIIAl(x: 17+5d) - l(lt: l6+2fi)

l;;;.'ffi]r lI R:3000.00Om, II L:70.9,+4m, I|

^:178' 38', 42" I

,,on tl).uurn,N:3085058.6416

2A|Et 447788.2613,N:308J204.1470

291E:,+47933.7a68,N: J08J319.61 45

+I

ca'zz+soo.+z 11/

ll;ilT?.T::ff=-7E:448125.371O,

d\_ l

o

COVERNIEIT OF PTXISTTNroilurlBy oF corflIrMc,ATIONSNATIOI{IL SIGETAY AT'EOnITT

ilEXffxNATIONAL ENGINEERING SERVICESPArssTAr{ (Pvt.) LID.

RATODERO - RA.trA!{PIIR ROADSECTION-I

(RATODERO TO STTTKARPLR)

PIAil & PROrtrEf(Ir 2i+7d) - l(lh 2!2+1OO

\x,4

/

f . '

- .Utr<' I7",-,t - A

\ A"ll;lio*^\

-'oo'ifoo

,

/q.qov'

trROOM

)A;H:;Zee

\-=x

GOVERI$tEtrf OF PttStTAl{IINrITBY OF COIIIN|IC,ATIONSI{ATIOIIIL HIGIITAY ATTEON$Y

ilTEttxNATIONAL ENGINEERINC SERVICESPArflSTrr.r (PW.) tTD.

RATODRO - RA.trAI{PUR ROADSESTION-I

(RATODERO TO SHrr$RPUR)

PI.AI{ & PROFITAKll: 27+5O0 - |(lft 2E+fiX)

(unaunms o,t ougao,rw)I-NOUCgS

CVOU Und}iVfVlI - OUil(IO,IVI{

'0fT ('.t.rra) tWlsUfvaSECIAUSS CNIUUENIONS TTNONVN

ilt*ililH

TJ,UTOEINY IYISOIE IYNOIJYNSNOIIMINTIITOC JO ITISINIT

lilvlsD[?d do J.tEIIt{ugLoc

qle+gz !r!D - O0o+gz :rDlgtr{oud ? NrId

aDurDq

sla^alpunorc

zt6z'922980q:N 'olzt'twzirt7

38rEt 452873.1793,N: 3087961.3665

)ws il 3sc5 /1 62 / ielJ_ iunr,,._or

w4Et 453413.3822,N:308a290-1497

\,/o

"oortr32*o^.ooo;

covERNIB$ Or PlSUrTrilIINIf'TBY OT COIIT'MC,ATIOM'XATIONIiL SIGE AT A[EOB!!Y

3EEFttrNATIONAL ENGINEERING SERVICESPArcsTAl{ (PW.) LrD.

RATODER0 - RA,IAI{PIJR ROADSEClION-I

(RA?ODERO TO SHrr$RPUR)

PIAT{ & PBOfIIEKH: 29+{D - Kil: 3O+1OO

39:Et 453413.3822,N:3088290.1497

/

/

flH^Y="

GOVER}TTENT OF PIXISTANIINUITBY OF COITII'MC.ANONT'T{ATIOilTL EICETAY AT'EOSITr

ilEEttxNATIONAL ENGINEERING SERVICESPATGSTAI{ (PvT.) LTD.

RATODERO - RA,[AI{PI]R ROAI)SECTION.I

(RATODERO rO SUXEnpun)

Ptalt & P8oFlIaKll: 30+100 - t(I: 30+E(D

o o o

€ € o

tr;r..'*lt t! R:260.OOOm, II L:76.494m, I|

^165' 08' 35" I

,+6:E:456253.6502,N: J089614.42394

Q . . a. / i " t e

La.E:456498-4191,N! 3089761.5315

**r,,,,*&=rrga

Kil; J$r1E7B.C : 1[1x1)sr(Etr p'

KM: 33*.t75B.C: 1[3.5x2)sKE* i9'

oqoo

No@oi6

oo;@

oo6

oloo

oooio

N

ct

@

@

o@Fc;@

oo@

r)

6

@

N

@

n oo +c i ?@ o

ound Levels rts

oi

@o

oo

rIo

\ \ q @o6

q

o

@

\6

rqo

N

oto

qo

@ 0qo

N

qo

N

€oto

N

oDo@

A

o

@

r@

ol

@

.: r?@ @

3J+.1O0 J3+500

COVMNIBM OF PASNTTilIIINIfITBY OF COI{II'MC.ATIOI{8NATIONIT EIGE AT AI'IEORTTY

xEsF*fiNATIONAT ENGINEERING SERVICESPArcsTAr{ (PW.) LTD.

RATODERO - RA.IAI{PIIR ROADsEcltoN-I

(RATODERO TO SHII(ARPUR)

PI.AI{ & PBOFII.EKll: 32+9q) - Kt{: 3lt+6o0

47:E:456498.4191,N:3089761.531 5

*=*ffi,';g;

N

.lE"l

*=J;;ffi,ff,

1 - ^ '

;/

, i7l(

,

@vEBl{rBtI 0r PlsnrNIINI$8Y OF COIIINIIC,ATIONSNATIOI{IL SIGE AY AT'EONITY

FEGF*XNAUONAL ENGINEERING SERVICESPAI(ISTAT (PW.) LTD.

RATODffiO - RA,trAI{PIIR ROADSECTION-I

(RATODERO TO SHTTCARPUR)

PIAI{ & PROTITEKil: 3:l+6fit - Klft 34+3(F

I

I cH,s++asz.zr I G

|l;nq,Ti, 1 l^-ri?J,?,*,I arze'to' s+" |

-" 'UOOO

I?I

*,:::":,,na

covEtst{IBrt or PlxtrlTAt{rarNIstRY oF col|IImc,aTrol{ttXAIIOI{IL HIGETAY AI'EORITT

ilEEFnxNATIONAT ENGINEERING SERVICESPAKTSTAI{ (PW.) LTD.

RATODffiO - RA.trANPIJR ROADSECIION-I

(RATODEBO TO SHrr(ARPrrR)

PIAI{ & PROTII.El(I: 34+3d) - KI: 35+0d)

E:462250.7106,N:3091895.J3O0

CH;59+149.70

R:730.000m,ti 125.905m,^:'l7O' 07' 05"

&rr

GOVERI{IENT OT PIrISfANT.INIfIIBY OF COTflUMCATIOXSI{ATIONAL EIGETAY IT'19O8[Tr

rEEFTXNATIONAL ENGINEERINC SERVICESPArssTAr{ (PW.) rrD.

RATODERO - RAJANPIJR ROADSECIION-I

(nAroouno To slil(AnpuR)

PIAI{ & PROFIIEKX: 30+200 - Kl* 3g+9d)

4

PVI STA:39+800.00PVI ELEV:5o.85

K:3431.34LVC:220.00

covEnNlEtn Otr PrXffrTAlrxINIfrtSY or cor|lfimcATlo!|ttNATIONIL EICE AY ATNHON$Y

IE*;nxNATIONAL ENGIMERING SERVICESPArssTAl{ (PW.) rTD.

RATODERO - RA.trAI{PUR ROADSEETION-I

(RATODERO TO SIilr0RPnR)

PIAI{ & PROFIIAKr: 39+9O0 - l(ll: rO+6OO

(unaunrns o,L ougco&w)I-NOLI?gS

GVOU UndlMVU - OUEOO,IVII

'G,[T (..I,Ad) tW,l,SUrVasgclAugs cNluggtucNu TyNoLLvN

ilil{rilt

IInIOEI.NV .f,YIEOIE IVNOI.TVNSNOITVCIN(ItrTOC CO TI.ISINI'T

NVISIXVd IO,LlEtrtllgaoo

(xto+Zt :tDl d (roc+ll :m{

Eltdoud ? ttyld

00 0t4 rc 't

90 tzzt>l0r'r9.AT13 r d

00'002+t':vLs t d

,'/

DETAIL .A,

->+

l : : : r

D TTAIL ,'A"

1ENDER DRAITINGilql t() E usp roB colllltluclloll

* ALL DIMENSIONS ARE IN METERS UNLESS NOTED OfiERWISE.

RATODERO - RA.IANPUR ROADSECTION-1

(RAToDERo ro suucanrun)ENGIMERING SERVICES(P\rI.) LrD.N# urNrsrRY oF coMMnNrcATroNS

'K%,. NATToNAT r{rcr{ryAy AUTHoRny

TENDER DRATINGxdr To BE usED FoB cor{strncllol{

LI ST OT U-TIJRNCHAI NAGE

t::;'

1 7+ 6002 13+1007 17+9004 24+2045 29+7006 36+500

GOVERNMENT OF PAKISTANr.lt lA,W MINISTRY OF COMMUNICATIONS'ff,%" NAfioNAL HIGITwAY AUTHoRITY

IIINAUONAL ENGIMERING SERVICEStllPArssrAN (Pw.) LrD.

(x )RATil BY RAA Sfi FIO

RATODERO - M,IANPUR ROAD. SECITON_I(RATODERO TO SHrr$RPrrR)

.ITILE

LIST OFU-TURN

SCALE05 il,ilfIIED BY r ( '02 IECOSUEilDED B

o1 )HD.A/ER. BY N2s DA'IEOc tobe r , 2017

DRAWNO I{O,

39a5/fi2nDl rrs-orRE\"

REV. DAIE DESCSPNON rPPfiO/ED \PPROVED BT r /.sr2

TENDER DNAWINGTOI 1!o E USE FOB COIIEIBUC'IION

(w-1)CURVE TOWARDS RIGHT

(w-2)CURVE TOWARDS

DIMENSIoN (cm)

LEFT(w-3)

LEFT REVERSE CURVE(w-4)

RIGHT REVERSECURVE MINOR

tt'l(w-2e)

ROAD FROM LEFT

trl-,](w_2e)

MINOR ROAD FROM RIGHT

DIMENSION (cm) DIMENSION (cm)

PARTS SIGN SIZE

90cm 120cmr r s L 1

o 1 . Ob 6 5 e.7c 1.O 5.3d t 5 t5 -tc a-5 I 1 . 3

' ro o - 1o 6-O a-oh 3 5 , L 7

rl 12-5 16-7

PARIS SIGN SIZE90cm 120cm

f - t 5 l ' ,

o t^o t -3b 6 a A ' '

c 3-O 4-Od -41 |l t nc t r1-O 1A-7

t o 16 ' '

o 7-O e-3h t ( r , ' ,I 3^5 1^7tl a 6 A N

"T-'l-

bT-o J -

,[

"oEw-J4

U-TURN SIGN

DIMENSION (cm)

w-35NARROW BRIDGE

R-2GIVEWAY SIGN

R-25o

MAXIMUM SPEED LIMIT(110 )

R-25b

MAXIMUM SPEED LIMIT(1 20) DEIAILS ''X"PARTS SIGN SIZE

90cm 120cmr 3.5 1.7o t o 1 _-1b 6-5 a-7c 5.5 7.3d 7.O 9.3c 5-O a-7

2 3.3o ,3,n 3rl-7h 7 10.o

1r-o | 6_(l

DIMENSION (cm)

PARTS SIGN SIZE90cm l2ocm

o 1 . O 1 . 3D 6 _ 5 e,7c 3.O 1.O

5_n n.53 r t^25 l5-Ja

o i[a)-O 53.5

PARTS SIGN SIZE

90cm 'l20cm

3 5 1 ' lo 1 .O 1 .3b 6-5 e-7c 4.O 5.3d t -5 t5-3c 8.5 1 .3I 7,O g_3

o 6.O a.oh -1,5 L.7rl r2.5 16.7

o b c d e

J00 450 150 225 12

450 600 225 300 1 8

* E{CKGROUND DREruCTORISED YETIOWI CHEVRON REruCTORISED BI.ACK

GOVERNMENT OF PAKISTANr . } r I r'W MINISTRY oF 0oMMUNICATIoNS*r,ft' NATIoNAI HIGHwAY AUTHoRITY

TIINATIONAL ENGINEERING SERV-ICEStllPArssrn{ (Pw.) LrD.

o+ ,RAS{ BT RAA S}|AFIO

RATODERO - RA,trANPUR ROADSECTION-1

(RAToDERO TO SHTTGRPTTR)

IT]LE

DFIAILS OF ROAD SIGNSSCALE

oit ;T'B{TIED FY mu_02 ECOilTE{o€D B

01 )to./1/ER Bt \ l 2 r . DATEOc tobe r , 2017

DRASING I{O.

390s/1A2/TD/ rS-01

Rer'.

RR/. DAIE o€scf,rPtroN APPRO'ED IPFROVED BI I rc)S/

(VARIES) 'w1' ..2s0. (VARIES) 'W2'

..2se. (VARIES) 'w3'

rl- _-ll- -l

rl- -l l- -i--r I

_ll- -l

rL- -Jr- -J

L1ENDER DRA{ING

NOI 1l0 E rrsE ron clMilaucuoN

275' u1 )MrN. 10300 (VARTABLE)

275' u1 )

|oN

x 6 lF -

(r-28)

WEIGH STATION SIGN

OVER HEAD DESTINATION SIGN AT GANTRYCTYPE FOR 2 LANES)

{no (ilrN)

DIMENSION a , , '

E 0-3)DIRECTION SIGN

0-4)DIRECTION SIGN

3500

I

I

0-1)(t-27)

TOLL PLAZA SIGN(2 KH/1 KM SHORr OF Tol'I PL ZA)

DESTINATION SIGN(s00 sHoRr oF D(rT RAMP)

rL

t-L WTIGH STATICN

--l

I-l

J

v RtEs VARfES r tl$

I

Io

E

ooo

I

;on

I

6F

r

L

t-LTL

_l

_J--l

J

t-l_r

L

-l

J

-1

J-l

-J

s

IN

u,)r

275 VARIES tr2 | 600 | 750 | 275

NLr

PARTS SIGN SIZE90cm 120cm

D .o 6()-oc t .E 2.6

215t 2960 t275F

ooN

Io

5oI

onn

I

o@

T

LT

LTOLL pl aZA

r- lKM

LJ

-t

J-l

-J

1 1 7 6 1 1 1 5 0 1 1 1 7 6

NOTES:-1. AII DIME{SION ARE IN MILUMETER UNLESS NOTED OTHERWISE.

2. WHERE B.IGUSH WRMNG OF DIMENSION I{AMES APPEAR BELOW URDUWRMNG, THE LEARN DfiEI.TTS OF THE TWO SHOULD PREFEMBI.E COINCIDE.

3. EDGE CLEARANCES V1 &, U2 MAY BE ADJUSIED TO ACHIEVE THE MINIMUMDIMENSIONS AS SHOWN.

4. THE LqNE ARROWS SHOIVN ON THE O\ERHEAD SIGN S|-IALL COINCTDE WffiITIE CENTER OF RESPECITVE LANL

5. NHA ROI,TE NUMBERS SHALL BE MARKED AT ALL DIRESTIO}.|AL SIGNS FOR MA'OR ROADS.6. UPPER CASE LETTER SHALL BE USED FOR AII- O/ERHEAD SIGN HOWEVER LOWER OqSE

LEilER MAY BE USED FOR DESN}\|I{TON IIiAMES WITTI THE WIDfi O(CEEDING /IOOO MM.WTI}I APPROVAL OF T}IE ENGINEER.

7. iIAME OF THE FARTHEST DESNMTION SHALL APPEAR AT THE TOP OF THE SIGN,IYHEREAS REST OF fiE NAMES SHALL BE PLACED IN DESCENDING DI TA.ICE ORDER.

E. THE SIGN PLACEMENT DISTANCE AS SHOYN IN THE DRAW]NG ARE TYPICAi . ACruALLOCATION SHALL BE APPRCA/ED BT I{E ENGINEER.

GOVERNIIENT OF' PAKISTAN

$ unrrsrRY oF coMMItNIcATIoNS,#k". NATIoNAI HIGHITAY AUTHoRITY

:IINAnONAT ENGTNEERTNG SERVTCESJllpuasrAr'r (Pw.) LrD.

{r,t )RIilN BT RAIA SHAFP

MTODER0 - RAJAI{PUR ROADSECTION-1

(RAToDsRo ro srilKARpuR)

TITT

ROAD SIGNS DTTAIL

SCALE{xt SUilNED FY rn. (-u2 iECOMGTOED B

ol H'.A/ER. SY \r' DATEOctober, 2017

T'RAWING IS.

39O5/1O2fiD/ rs-02

REV.

RR/. DAIE D6CRrPn0il APPRCryED IPPRO/ED F/ Gc-

Lou(9ou

| 150

E-F-l.50- tso r

L, !c-lI

Bj'

R r i50 !5{ I

f-qs- '*l - ' 1

1t0 |E

CU I( 9 l

BlF Iz l= lu lfL

, ,l1t r lF l

5lU I>l_

SEE DETAILa'

\r1

l -8l f;= l o -@ l F

: I Hu r l -

lL_t

Fz.EcF

lrlE

;!

L

I Uc)clU

EU

3lo-tnGuz2

HI:lzlUI=l

3F2,qHiJ

Iull

UooUe,u3fo-o

6z= J

: l;t'[ {l-lEIN I-lI

r{lI

T-

IFslc = lF A l

H o l

? ol-,I

ts2

Etrl!

-,l

HlF I2 l

JFlt r l

- I

I

TENDER DRAffINGIIOT IO EE US FOB CONSMUC.IIOI'

-l|.lto

I SH$LDER ll sol-lr

DEIAIL "X"scaE- ts

LINK ROADSPAVEMENT MARKING PI.AN

NO OVER TAKING DOUBLE LINE MARKINGSgtlEl- lin

PAVEMENT MARKING PI-AN ONSTMIGHT PORTION

sclLE- 12m

R0AD SruD 100 x 100 x 17.9 IHICK( oNE WAY YEJ-oYr RmfCrTvE )

ELEVATION${E- 15

ONE-WAY RERECITVE45 GI-ASS B.EMB,ITS PER S|DE (3 RoWS)19 IIL1ED FOR MAOTUI4 RERECNONDIMB{SIONS: 100 X 100 X 17.9 MM

PI-AN OF STUDSf.|lf- 15 .NOIE

. ONLY WRTTTE}.I DIMENSIONS TO BE FOLLOIYED* ALL DIMENSIONS ARE IN MILUMEIERS UNLESS NOTED OTHERWISE.

Er3

oe,IJtsl

30{x) J55{) 3650 J650 J6g) 3m0

150-ls0

50 eilBrhd-bod

lln l- l- l-1-l

r 150lE-r-

150 It50-l

UIolul

EIFL

F2qE*Iu>L

I irt. -T

Fz=

lrlE:E-

to

a

6

\

uoaU

EU

Ilo-anEUz,=

SEE DEIAIUI

5lF2

F

ld

.

HI=l

ll

FlPlg

Uoc!E

eU3=oo

ts2

Fc.F

|!E--

F2

frrF

ldE

=

R0rD SruD 100 x 100 r 17.9 lHfl(( oNE wAY \elol| Rm-EcIt,/E )

.::.: GOVERNMENT OF PAKISTANi l . l ^'tH

MINISTRY oF coMMUNIcATtoNS,fh. NATIoNAT, HIGITwAY AUTHoRnY

TENATIONAL ENGINEERING SERVICES

fllPArssrAN (Pw.) LrD.

(x x w N B / RAA SH fIO

RATODERO - RAJANPIJR ROADSECTION-1

(RAToDERo TO SHIIGRPITR)

TIIIf DTTAILS OF ROAD PAVEMENT

MARKING & STUDS

SGAI.E

(r:t ;UBYTNED BI / h { :02 IECOYTE}IDED B

01 ;HD.^/ER Bt \> a-- DA1EOctober, 2017

DRAUINO I{O.

39o5/1o2/TD./ rso:

REV.

RFr'. DA1E DESCftPIN}N APFRO'ED IPPRC|\'ED BT -ne(S(

TENDER DRAffINGltol To E tt8@ FoB col|alBuenox

PEDESTAL SECTIONscAtE-l15

TYPICAL MULTI POSTSscAtE-l15

,t;,:,i, ..'; /

i i ' i {ltill \

"..i' .,:"

; , i , . t + - .. i i t i ! l r r j j h

.--'-'-;:-'''; -a''-iYi-'i\

\r:"Gi | ' t I

lrr.i'rI 5 i i

I { ) i i!.;-:i. /i

/ t r . I . r

-..^**-o4.J1,,:;i111i:*,;''

TABLE _ 2FOOTING AREA & REINFORCEMENT SCHEDULE

TABLE - 1UST OF FOUNDATION SIZE

NOTESI ATI DXENSIONS AR€ N IIIUXEIERS UNI..SS I{OIED OIHERflSL. FOSI III{GTH AS ${fl1{ FOR llOI0RilAY SIGNS 0F 12$mm l{OMlML SEE FOR

RAIIPS, POST LilGIH S}IAI.T BE ADJTJSIED ACCOflUNGLY.t CoNCRm F0UNDATEIII SMtl B€ CnSr UslNG CI,ASS A' CONCREIEt Slct{ PAI{ES S,l{All 8E ll DE 0F ALUUINUII ALl-OY PUm 0F MINIUUM 3mm IHONNESS.

i AL SIGN POSIS SMII BE PAII{IED ffIH NON-REruCTOREED BI,ACK Al{D WHM PANTSIRIPES J(X)mm lllDE

. ALL SICN EACK PAI{EIS SI{A,I.I E PANITD ffTH OR.AY EMTTEL PAIIT.

. ALL PoflS S,l{A,tI BE 3fl)mm SHORI $ SIGN TOP.I COI{CREIE STIAII }IA!E A MNIM,M C'YUNDEroCAL STRENGiTII OF J.OOO PSI,

c.t. stEEL Posr

120 o ,s clc

SCATE-l:50

AREA

$'z

RflNFORCSTS{T

tN 'x'RSNFORCEilE.Tf

I N Y

1.5 12) o 2oo c/c (r & Bl l ? ' o 2 o o c / c 0 & B )

1.5< A<3 12t o 175 c/c (r & Bl 12r O 175 C/C (r & B)

3 < A < 5 12) O 175 C/C (r & B: 1 2 0 O 1 7 5 c / c 0 & B )

AIEA t' Dtr'IBOIRD(M')

PEIESIAL gZE

(uu)fifilt 0F FooIIM

'x' (vM).$FIH 0f FOOMK

Y (rr)hl

ofl)ttz

(llr)h

(ulr)M'UBER Of

PotIsIY?E OFPotEs

I R 150 950 950 600 /m0 1000 1{150 rso-ArE)t.5< A<J 450 t2g) t700 600 4(n 1000 241fi cotBtNo

3 < A < 5 450 1350 vzfi 800 100 1200 3-fi5{)

GOVERNMENT OF PAKISTAI.Ir l l a'w MINISTRY 0F COMMUNICAnoNS.flm" NATIoNAL HIGHWAY AIrrHoRffY

:IINANONAI, ENGINEERING SERVICES

IllPArssrAN (Pw.) LrD.

O,t DR Uf.l B/ RAA StuFIO

MTODERO - RA.trAI{PIIR ROADSESITON-1

(RATODERO TO SHIKARPTIR)

TIII-E FouNDATToN DFIATLS oF

ROAD SIGNS

SCALE

03 iI&ITTED FI f r ) ' i l -02 ECOUT'ENDED B

ol r$.^/ER Br .l \? e . DAIE lonrwxc rc. l**'

October, 2017 ISgOS/.tOZ/m,/ rs-o+ IRW. I TIAIE DESCf,FIX)N APPRO/ED IPPRCA/ED S/ -N{i

I6

r\

(sHorJt-oER r$/.)

G.l.SIEEL POST

(s{ouLDER)

I

DETAJL .A

TENDER DRATINGtfoT to BE usE, tr08 coMllBltclroN

G.I, SIEEL POST

NOTES' al otE{s1o}ls ARt tN uil.tlllElERs uNtEss 1,1}tE) olHERwtsLI FOR MMS REFER DRG. NO. 1S{8' c(hrcf,EtE sru HAIE A U|NHUU CyUr{DERtCtL SIRB{STH 0F 3,000 PSt.

FOUNDATION SIZE & REINFORCEMENT DETAIL,OESTAL SEE

(rv)flDfi 0f monil(

1( (w)L.SrcTH OF FOOIIM

Y (lru)NUTIBTR OF

PotEsTY?[ OFPotEs

REI{FORCBIS{TN ' r

RENMRCSIBfin { Y

150 1000 1000 1{150 IS(MIED 1 2 ) c z c o C / C o & S l12r O 200 C/C (r & B)

'REGULATORY (TRIANG

GOVERNMENT OF PAKISTANNH mnrsrRY oF coMMUNrcAnoNS-#ft^ NATIoNAI HIGITwAY AuTHoRITY

:IINATIONAL ENGINEERING SERVICES

IllPArasrAN (Pw.) LTD.

(X )RA$il Fl RAA S}|AFtrI

RATODERO - RAJANPIIR ROADSECTION-1

(RATODERO T0 SHTTGRPUR)

TIILEFOUNDATION DETAILS OF

ROAD SIGNS

SO{LE

o:t SUSITIED SI m.Loiz IEOOIIUENT'ED B

o1 t{D.,/\rER. FY Vr'\) DAIEOctober, 2O17

DRAWING NO.

39a5/1a2/1Dl rs-os

REV.

RA/. T}AIE DESCRFNOI APPRC'EI) IPPROIIED EY :NA

1ENDER DRATINGlrot ro EE USED mB ooM}l8uCrol|

tq't1qxl0 OEIAL .D,

tffim 60&3@x10rz[o/rCoo

(rY".)

SUPPONMNO

PI,AN TOP & BOTTOM TRUSS _ PI,ANSCALE 1'50

Ltfi}xt(xhl0150 LOi{G ol{ FROXrsD€ o{LY (rP.)

srPFmmG nae.ELt0O.l6rt0t50 t ftc 0N

2500

S€E DETAL.E L-tqlrl(xtrl0 6oo'.30o:.tO

IEAD POST

DEIAI-

TE nfiC Colrf,sE

D€TAL .8. SE DETAL .G. t(xht(xhtoFOI,NDAlEil ST,PPOf,III€ AilGIE

Lt(x!.l0orlO150 UtilC o|{ FROifT9D€ of{LY (r".)

ELEVATIONOVERHEAD INFORMATION SIGN

FRONT & REAR TRUSS _ EI,EVATIONscArE r:50

. TYPICIL ARMNGEITENT FOR GAI{IRT $Gil. ACIUAL WDI}I IS TO BE DECIDED ASASNJAL I.OCAION OF THE ROAD.

PER

NOTES:1. Al DtEl{slof{s ARE lN LlLlrlElEs ${.ESS OIHEnU|SE SPECIF@.

Z LOCAIIoI{ OF GAIiITFI SfIALL E F@ BI I}E EI{GINEER AT gIE

r. G rrRY EEAI, A{D @llJlt}rs Sflxl 8E H lCtl - PAXIED ttl}l tlrLliloJs PAinUNTESS OIHER{TiE ORESIED EI lHE 6ICi€ER.

4. UN|.ESS OTHERIISE ]{OIED. COfrcnEtE Sl.lAll 8E Cllll$FIED AS Follrus.

CollCRE€ CI.ASS 2E D\rE (lA.Jo CY) CYUNoER SlRE{6tH r.9/4 CmRElsonco A 210 (tmo pd )

5. AI. $fiTCIUR L SIEL ( P|JIIES. $EEr. $I NNE.S Al{D Al{GtIS .tc' S}l LI@NFOil TO tSil A-56 0R EQT UA-O|I Uml Uillltull YIE SIRSEIH 0F2,18 l(g.,/sq. ctl. (36,000 pd)

O. AI TEI..DING EIAII COIiIFOil TO lTE AFFUCTEi,E PROVISIONS OF AW.S(atm t{ m-D[s soctErYl @0e al f,EoNG EESIRODES S}olr @NFonfl loASIII IG E 7W.

7. lrlNllltx SEE OF RLl.Er UEID sllr'|.r BE ?mm. ErcEFI OIHERttfriE MttED.6. All- II{ACCES$B1.E SIRI CTt R L $EA- SEgt|ot{S S}lAtt 8g Gfi/EN ]]fO CO/IIS OF

R€D-OXIDE PAiIT BEFORE FA8&C'iNOil" XI EfiEROR FACES SMU- BE PAI{TED IIIHIUO COATS OF REDOXIDE PAF{I AF'EN FAESCATION AIID ERSNON, AS PER URECTX'Nt TT€ SEI}CER

9. CONIRTSTOR $U[ SUS,T TO THE B{GINEER, FAARICANOil DR^f,IT{G WIIH COTPiEIEDETAE Of ITAIERIAL AOiIG WTX TgGfiT A{D SIZES FOR APPflO\'A. B€FOREPR(rc€Elfi{C w'tH @N!ilRugnot{.

10. lHE UNYUy @|\|C-REIE @\,ER oF 75nm sfuLj. 8E PRovtDED FOR SIEEL lN FdmNG'1I.'IHE EASE PIA1E OF IHE @U,I'N SflAT EE TEI/EI-ED AI{D IHEN GRO{'IED WII}I

NOT{ SHRNK CROIJI t[IiIC STA{DARD APFROVED PROCEDUREIZ Al- AIC}IOR BOLTS SIULL 8E TPI OIPPED GALVAI{IZED.13. .|ONT N fiE HAIN SIEEL PIPE I'AY BE OF F|.AIIGE TT"E ST'EJECT TO IHE ENGIIEERS

APPfIIVAL1.+. COI{IR CIOR tAY tS€ AlrltlNltH P|IIE (3nm IHICK) FOR geil FACE15. IHE SrcN PLA1E SHOI,I! BE RMIED TO SIEE- UE}ilBff OF SUPPOFMNG FR^IIEi6. NI'TS IT EOLTS FOR CIA'PS S1IAI- 8E SPOT TEDED AFTER TIGTIIENING''t7. FOR DETAI.S REF. DRC. l{O. 'rS{7 & TS-O8

GOVERNMENT OF PAKISTAN

S roorsrRY oF coMMUNIcATIoNS.#h" NATToNAL HIGITv{AY AUTHoRnY

IIINATIONAL ENGINEERING SERVICES

tllPArffsrAN (Pw.) LrD.

(r )RA${ FI RAIA S}TAFP

RATODERO - RAtrAI.IPIJR ROADSECIION-1

(RATODERO TO SHIKARPT'R)

.ITILE GENERAL ARRANGEMENT

OF OVERHEAD GANTRY SIGN

SCILE

03 ;UBITITIED BI mq_02 IECOUUENDED B

01 )HD./\ER Bf v l \ DATEOctober, 2017

DRAIVING M'.

3so5/1OznD/ rs-06REV.

RE\/, IIATE DESC&Pn(I{ APPROT'ED IPPROT/ED FY--ISC.

TENDEB DRATINGl|Ot !O E USED rO8 COIAIBIIcIIO!|

L-llxb(lOO(lO

P 132O.{Sr10

E-rJlo.l2oxro

DETAIL-.A, EI,EV.(cl,,sser Pi^IE t{oT s+toffi{)

SCATE - 1!10

DETAIL .H,SCA|.E - l:lo

SIGN DETAIL_REAR VIEWSCAI,E - 125

SIGN DETAIL-SECTIONSCAI.e - 1:2!!

L-l@r'l0O('10 DETAIL .A'_PI,ANSCAU - l:1O

,t4 t{[.Ei FoRat2 &Ll!i ,l.t tttLB

SUPPORTINGSCATE - 15

ANGI.,E SEC. K_KS0ll.E - l:5

SECTIONAL PI,AN J_J(oLz u-BoLTs AnnANGEMENT)

SCAII r l:!SPACER BAR

SAAE - 15

DETAIT .B,-PI,AI{SC E - l:10 DETAIL .8,-ELEVATION

SCAIE - l:loPENTEER ATut&506

ENI,ARGED VIEW_SCATE - 15

,P,v

DETAIT .C,_PI,AN SECTION L-LSC |.E - l:to

SECTION M-MSCAIE r l:!0

fl

,::,.:.:l)..'l. . . : t ; '

' i '.-. i 'i , i\ r ; r i

".1..,,;;.

, . 1 l i i q r , , ,__:-::*.,,

,lijsi:.-,':,';

r : .ll,:.,:1,! . " : - f . \ l : .

\.,,.+1 . t : , \ i

i : l r ; l t

J { i l i./. :,:.,ii/ :: /;'

1l;.!:. .."i'

e Ed)ttlorl0

il)LT t|il2?-60fo.lo

E 6OOxrOOrl0 ?-qnrgLlo NOTES:1. A[ I'UE}SDE ARE IN IITIJI'EIERS WI."ES OI}ERTISE SPECIFIED.2. FOR GENERAL I{OIES AIO DET^t-s RCFER D*Ii I€. Ti-O6 T 15-OA

L-l(xb(l(x}.lODETAIL

.D'-PI,ANSCrtLE - t;loIN

DETAIL .E'_ELEVATIONSECTION N-N

SCAIE - l:10DETAIL-.G,

SCIIE - l:lo

? 13ib!11)rro

.. GOVERNMENI OF PAKISTANr t r l ^*b^ uttttsrRY oF coMMUNIcATIoNS,#"%, NATIoNAL HIGITIAY ArrrHoRflY

IIINANONAL ENGINEERING SERVICEStlfPArssraN (Pw.) LrD:

0,t ,RAWil B' RA,A StUftO

RATODERO - RAJANPUR ROADSECTION-1


IITLEGANTRY SIGN

COLUMN DE]-ALS

SCAIT

o:t ilgtfirED sv r n ( '

02 GCdITENDD B

01 *ID.^/ER B/ \ ' t ' o - DAIEOctober, 2O17

DRA{tflG l{o,

39o5/fi2nD/ 'rs-otREV.

RE'. IYTIE oErsPnoN APPRO/ED IPPROVED BY )N4

TENDER DRATINGlfof !0 E usED FoR coNBtBuctroN

FRONT VIEWSCAI.E . !e0 ,;...,!i

;*-..,))u'i

lijj'i:;:,,;.,,,,

FRONT VIEW SIDE VTEWOVER HEAD POST A5?6'

SEC. PI,AN U_USCALE = l@

g 350xr50x15

780x580x50

SECTION S-SSCALE . tilo

SIDE VIEWSCILE . !40

DETAIL .A'sCtLE. 16

NOTES:L ALL DII€,SIIIF tRE lli I|ILLI|€IERS tSf,-EsS ITTHERVISE SPECtf'lEI

78&(58oxl0

li- ontan#;l,N

GOVERNMENT OF PAKISTANr l i [ a,Y MINISTRY OF coMMUNIcATIONS"gk', NATIoNAI HIGlrwAy AUTHoRITy

TIINAfloNAL ENGTNEERTNG SERVTCES

tlfPArcsrAl.r (Pw.) LrI).

(r namt Er RAI,A SIIAFIQ

RATODERO - RA.IANPUR ROADsEcnoN-1

(RATODERO TO SHTTGRPLR)

IIII.E GANTRY SIGNFOUNDATION DFTAIL

SCALE

03 *,B$]IIIED CI m. {.:02 IECOI'MEilDED S

o1 )|D.^,ER F/ lV. / iD ulEOctober, 2017

DftAWIIIGl{o.

39os/1o2/rD./ rs-on

REV.

RA/. oAtE D€SCRIPIIO{ TPPROGD IPPRO/ED BI nt$iz

IENDSR DRAWINGuoT 10 E ttEE) FOB CONST?I'CTION

SIDE ELEVATION

DETAIL ''A"

FACING DIRICTION OF TRAFFIC FLOW

. . - _ r . - . : . r : , a',;.,'il ijti;

i,' , t,' 'i,,

.,t"ii ; ' l \ r f i ir , l , . , l i , ; . 'i . , , . ) r

. ' t ' ' . : iirir\*---4rr).;J'q:F,?}1"

NOTES: -1. ATJ- DIMENSIONS ARE IN MILUMEIERS UNLESS OTHER!'YISE SPECIRED.2. REFLECTTVE TIARKING IS OF lP PAINT.J. SflCK YELLOIV REFLECTIVE SHEMNG BEFORE SNCKINC BI.ACK

REFLECTTVE SHEENNG.

TLrL

- l r

JL- tT

JL

-t t-IL- l r

JL

--.|

J-t

J

coNc. cLAss 'A'

N.S.L

ffiRl]-

T

oros

225 600 LEAN

1 050

SECTIONAL PLANKILOMETER POST


S urxrsrRY oF coMMUNIcATToNS'€h' NanoNAt IIIGHwAY AurHoRrrY

TIINANONAL ENGINEERING SERVICES

]lfPArssrAr.r (Pw.) LrD.

O.t )RAUN BI RA,IA SMFIQ

RATODERO - RAJANPUR ROADSECTION-1

(RATODERO TO SHIKARPU8)

TTILE MARKING DESIGN DRAWING

AND KILLOMFTER POST

SCALE

G' IJSIITIED RY n). ! t -02 IECOilIITENDED B

ol Ho.^/ER. Br l0z s^ DATEOctober, 2O17

DRAWII{GMt.

39os/1o2nD/ rs-oeREV.

RA/. OAIE oEscf,rFrls{ APPiOI'ED IPPiO/ED fi .\rl-

r----

BASE PTATE? 85&8ti0T-sG

5 IHICK CAP PIAIEWEU'ED 10 PIPE

,3:t HOTES FORu:D aanoR *)Lls(r0oo Loilc)

DETAT-.C,I/

lE PUIE8Ox10

I

L-------

stPFofimt{G A}tcLEL-.aO(4O6 (200 tolic)tEtDED IO $JPPOR!!|S L

Gr".)t45721-12.7

DETAIL .t'

Ar{ct{oR sLTnro(lo(n !ot{c)

'75 rHtC|(afiuxt @lc. T-4Or4Od

(m.) (2 Ersi(4)

OVER HANGER INTORMATION SIGN DETAIL .X,(cLAt[P PLATE DETAIL)

SC t! -15+ IO 8E AIJSIED AT S|lE

STEEL PPE#72l-12.7 SECTION E-E

SCAIE -l:10CUTP PU1ES€E DEIAI- .T

RT PIAIElOOr'l!O.18

L{Or46 1t--d

?l U . t_r1ll N v . 1 2

w

|jJSECfiON J

SCAIE rl:25

DETAIL 'D,(scil PulE DEI^[.S)

sC l€ 'l:25

'9JPPOftNS PL$Eloon2lForto (!P.)

}OITS RRmLts

vANGI.,E

rxrw27 tofi2tlgorl0crmo c/c-J

5 lHtcK crP.f-culF PIAIEvxhlo|oSo

TE.OED TO PFE

SUPFONMNG AI{GTEL-4{hao6 (200 LoMt)

SIEEL HP€'4512 I

ISIEEL PIFE)1572

*'-t#.)***'

PIPE 273t927

Rt8 Pt lElq}.t0x(i/t1omm)

J THrcX CIP ITE.DED TO PIP€

PtAlEs(xlxl&50O ENI"ARGED VIE'W- .H'

DETAIL 'A'SC tE - 1:1O

DETAIL (OF DETAIL 'G',)SCATE -1:10

1. RIR GE}{ERAL M)IES REFER Dtlc. No. lIi-O7.

z AtI iiliEi{sx)tis ARE h{ Hil.lIiEtEF uNtEss otHEffiE SFfrctFiED.J. XI 5IR'CruML SIEEL ATD ATEHOR EOLTS S}U[ BE TIOT UPPED GALVANUED

UNTSS OTHENTBE DIRECIED E lHE EI{dNEEFS REPRESENTATVE.t. UNLESS OTHERTNSE S}IOT}I, IHE WELD g.IOUID BE 8 THICK COMNNU(n,S FIUET WELD.

5. IHE SIGN P1IIE S}K}UT.D BE RIVTIED TO SIEEL T€IIBER OF Sil,PPOFMNG FMIIE.

c,,F I i*,," i

.RE P|r?EldxtOr(t25O)

R3 PIAlElG(lOxl62

PtAlE

NttTs T cr IE.D€I)T0 rE t AFrmAII'USIIIENT

RIB

TENDER DRAVINGItot ?o E usp rioa col|sBucaroll

GOVERNMENT OF PMISTANMINISTRY OF COMMI'NICATIONSNATIONAT HIGHWAY AUTIIORITY

NATIONAL ENGINEERING SERVICESPAKISTAI\I (PvT.) LTD.

RATODERO - M.IANPUR ROADSEClTON-1

(RATODERO TO SHUGRPIJR)

ttntmrnnvgn cANTRY sIGN TYPE -II

WPICAL DETAILS

TENDER DMflINGNOr m 4 USED !108 colltflBucllo]{

SIDE VIEWSCAIE - 'l:2O

SEC. PI,AN N-NSCAE - 12O

SEC. PI,AN P_PSC II - l:2O

SEC. PI,AN M-MSCAIE - t:25

lM MJ

7l

75mm lHlCl(EUNDING @N,

FRONT VIEITFOUNDATION DETAIL-1'(nsoro)

(coNc. oU"ILINE)SCATE - 125

SEC. PI,AN L_LSCATE - 1:25

FRONT VIEWFOUNDATION DETAIL_'1'

(RETNFORCEMENT)SCAI€ - 1:20

NOTES:!. AI.L DIYEI{SIONS ARE IN YIIUUETERS

TJNI.f,SS OIHERIfIBE SPECIFIED.

2, FOfi CEI{EML IIOIES REFER Dre, NO. TS-O7.

3. Fffi GAT{IR/ DETA$ Rf,FER 10 REISVENT GAIIR/ DNAWINGS.

o8

.:z=o8

If

E

75{l l(xxt 750

25{tO

r :-::---, G0VERNMENT 0F PAKISTANlNg I MINTsTRY oF coMMrrNrcATroNs["ffr.| NATIoNAL HrcrrtrAy AUTHoRrry

TIINATIONAL ENGINEERING SERVICES

tlllPAKsrAN (Pw.) LrD.

(r DRA$.| Bf RAjA SrnflO

RATODERO - M.IANPIIR ROADSECTION-1

(MTODERO TO SHrrGnPnR)

ITILE cANTII,EvER GAN1RY SIGN

TYPICAL FOUNDATION DETAILS

SCALE(xt |I,BITfTIED BY m.r*02 @O['I'ENDED B

01 ){).n/ER Fr j <r- DA1EOc tobe r , 2017

DRAWING I{O.

3905/102nD/ rc-1

REV.

REV. OATE DESCfdPITOT{ APPftO'ED IPPRCTED BY-^JS<

300x150 mm HOLE

13 TH. PI.ASTER INCE}'il{f MORTAR MASONR/

:4 CEMB{I M0RIAR

50 THICKI.TAN CONCREIE

TYPICAL X. SECTION OFRELOCATED LINED WATER COURSE

DETAIL OF COVERED DMIN

I.INEAR PljN & REINFORCEMENT DETAIL OF

H12 O 150 (TOP & BOTTOM)

H12 0 150

.. GOVERNMENT OF PAKISTAN'H MINISTRY oF coMMIrNrcATroNs,#.h,, NAfioNAL HlclrwAy AUTHoRfly

NATIONAL ENGINEERING SERVICESPATCTSTAN (PYt.) LTD.

RATODERO - RA,trAI.IPUR ROADsEcnoN-1

(RATODERO TO SHITGRPLR)

IIILE TYP'CAL DFTAILS OF BRICK MASONRYCOVERED DRAINS &

UNED WATER COURSE SECTION

REINFORCEMENT SCHEDULE OF R.C.C. COVTRED DRAINNO. OFCELL

SPAN(M)

CLEAR HEIGHT(M)

Tt.(MM)

Bt.(MM)

wt.(MM)

BAR MARK B BAR MARK D BAR MARK E BAR MARK F BAR MARK G BAR MARK H BAR MARK J

1 1.00 1.00 225 225 225 H12 O 150 c/c H12 O 125 c/c H'16 O 200 clc H12 @ 125 c/c H12 @ 125 c/c H12 O 150 c/c H12 O 150 crlc

TENDER DRATINGl|OI m E USID FOB COI|StBUC]TOX

d25 LENGTH 510mm O 380mmPAINTED WITH DEBOUNDING AGENT

2OX2O GROO\E FILLEDWTH HOT POURED JOINTSEALANT ASTU D-3569

ST POUR

TYATER STOPPER

DETAIL OFCONTRACTION JOINT

TYPICAL REINF. DRAIN SECTION

NOTES: -1 CLEAR COIER T0 REINFORCEMENT lS 50mm* THE CI-EAR CONC. CO\ER TO SURFACES HAVING CONTACT

IVITH THE SO|L lS 75mm* ALL EARS ARE (H.Y.S) HIGH YIEI..O DEFORMED STEEL

wTH fF41o H/mr#('oors)r UNLESS OTHERWSE SHOWII ON lHE DRAIVINGS LAPS IN

REINFORCING STEEL BARS SHALL BE STAGGERED, MINIMUMI.TNGIH OF LAP SHALL BE 48 1IMES lHE SMALITR BARDIAME1ER SPUCED.

* CONCRETE SHAU HAIE A MINIMUM 28 DAYS CruNDER SIRENGTHOF 4000 psi

* LEAN CONCRETE SHALL HAIE A MINIMUM 28 DAYS CruNDERSTRENGIH OF 100 Xg/CU2

* ALL CONCRETE FACES BURIED lN SO|L BE PAINTED r,flTHTWO COATS OF HOT BITUMEN.

* CONIRACTION JOINT SHOUI."O BE PROVIDED FOR DRAIN I..ENGTHMORE THAN 12.00 M.

* DRATN lS DESTGNED FoR BEARTNG CApACtTy 0F 1Tl SF.* AU OIMENSIONS ARE IN MILIIME]ERS UNLESS NOTED OTHERIVISE.

H2o O 125 H20 0 125

o 1 2 s I H 2 0 O 1

BARSH(ToP&BoTTo| / )

GOVERNIIENT OF PAKISTAN, N l t l A':#- MINISTRY 0F COMMUNICATIoNS'ff*. NATIoNAL HIcHwAY AUrHoRITY

TIINATIONAL ENGINEERING SERVICES

PllPArssrAN (Pw.) LrD.

o+ nAwil Fl RAA S}IIFIO

RATODERO - RAitrAl{PIIR ROADSECTION_1

(RATODERO TO SHIKARPTTR)

'TILE DETATLS oF R.c.c. DRA|NAT LINK ROAD

scatE03 iUBI'ITIED BI n. L-02 rEcou||6|Do aot )ftD,^/8. Bt w( DATE

Oc tobe r , 2017DMYIII{G NO.

3so5/102nD/ DR-02

RE\/.

R6/. 0 ] E DESCRPIIOII APPRO/ED \PPROVED B'- )\."

TtsNDER DRAWINGllol !0 BE USED tOE COMtt?UCtlotl

SCHEDULE OF STRUCTURES (RATODERO TO SHAKARPUR)

Cha i na ge Spa nxHei ght Rema rksBox CulvertBox Culver tB ox CulvertBox Culver tBox Culvert

(Dia>to.9)

B ox CulvertB ox e ufuertB ox CulvertB ox Culvert

11.5x1) Box Culvert(1.5x1) Box Culvert

B ox CulvertBox Culver tBox CulvertB ox CulvertBox CulvertBox CulvertBox CulvertB ox CulvertBox CulvertBox CulvertBoxCulver tB ox Culvert

(DiaxO.6) P ipe CulvertlDiar0.6) Pipe Culvert

B ox CulvertB ox CulvertB ox CulvertBox CulvertB ox CulvertB ox CulvertB ox Culvert

\2xL5) B ox CulvertBox CulvertB ox CulvertB ox Culvert

GOVERNMENT OF PAKISTANMINISTRY OT' COMMUNICATIONSNATIONAI HIGHWAY AIITHORITY

NATIONAL ENGINEERING SERVICES RATODERO - RA.trANPUR ROADSECTION-1

(RAToDERO TO SHIKARPTTR)

SCHEDUT,E OF STRUCTURES

TENDER DRAfiING!IO? TO BE I'!ID FOB COTAEUCIION

SCHEDULE OF STRUCTURES (RATODERO TO SHAKARPUR)

Chainage Spa nxHei ght Rema rksB ox CulvertBox CulvertBox CulvertBox CulvertB ox Culvert

Box CulvertRnv( iu l r r c r t

Box CulvertPipe CulvertPipe CulvertB ox CulvertBox CulvertBox CulvertB ox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertBox CulvertB ox CulvertBox CulvertB ox CulvertBox Culvert

(3.5x2) Box CulvertBox CulvertBox Culvert

(15x15) Box CulvertBox CulvertBox Culvert

Box Culvert35425 Box Culvert

Box CulvertBox Culvert

GOVERNMENT OF PAKISTANMINISTRY OF COMMT'NICANONSNATIONAT HIGTIITAY AI.]"THORTTY

.TIONAL ENGINEERING SERV-ICES RATODERO - MJANPUR ROADSECIION*1

(RATODERO T0 SHtrGRPUR)

SCHEDULE OF STRUCTURES (RATODERO TO SHAKARPUR)S.No. I Chainage Spa nxHei ght Skew Rema rks

77 36+490 {td) 0 B ox Culvert78 36{645 (1.5xf) 0 B ox Culvert79 36{850 \2x1) 0 B ox Culvert80 36+878 {1.sx1) 0 B ox Culvert81 36{998 {1.5x1) 0 B ox Culvert82 371062 ltd) 0 B ox Culvert83 37+170 (1.5x1.5) 0 BoxCulver t84 37+363 (2.5x1) 0 B ox Culvert85 37i977 (ftf) 0 B ox Culvert86 38{O50 ltd) 0 B ox Culvert87 38+203 1kl) 0 B ox Culvert88 38-t605 (td) 0 B ox Culvert89 38+750 4{'(1) 0 BoxCulvert90 38+770 {2x1.5) 0 B ox Culvert91 39{O35 (k1) 0 B ox Culvert92 39+€00 12X1.5) 0 B ox Culvert93 40{O15 {fif) 0 B ox Culvert94 40{4'20 {1.sxf) 0 B ox Culvert95 41+300 12x1.5) 28 B ox Culvert96 42+225 (Diax0.6) 5 P ipe Culvert97 42400 (1.5xf) 0 B ox Culvert

NOTEADDTTIONAL STRUCTURE (IF REQUIRED) SHALL BE PROMDED AS PER SrTE REOUIREM ENT AND THE DIRECTION OF THE ENGINEER.

IENDER DRAWINGlrot m E IxrED FOE CONITEITCIIOII

GOVERN}TENT OF PAKISTANMINISTRY OF COMMUNICATIONSNAfiONAt HTGHWAY AUTHORITY

NATIONAL ENGIMERINGPAKTSTAN (PW.) LTD.

RATODERO - RA.IAI,IPIJR ROAD. SECTION-1(BATODERO TO STilKARPUR)

I GENERAL:r.i spEcrFlc ro pRqEcr o{Ly AND snculD B€ 5.

READ IN CO{.I,NC'ION WIII{ lHE PRqECT SPECIRCANO{g SIRUC1URAL EilqNEERINGDiASNG$ RETEVANI cofrllR^cT @NDltNs AND ENGINEdS tNslnucl|o{s

1.2 AT tnAUNG S*IAIT BE CO-OROINAIED !T'TH O1HER SPECIALTYDRAUD{Gi ,/ DEtAil.s' ANy D|SCREPX{CY, ERRoR fr RECIIRCAI|d{F REqNRED. SHATI. B€ EROUOflT TO IHE NOICS OF IHE $|ENEERFM N€CSARY APPROVAL

I,J ALL DIIIENSO{S ARE IN MIIIITIEIRES AHD ELEVAIIOHS It{ ITflRfAUNTSSS SPEOFIED OIHf,RUISA

1,.r a! EEV noNS S{OS| oil DnASNCS ARE FtNtSflED CJRFACTTEVEIS UNLESS NO1ED OIHERTISE.

I.5 A! OFO6€D @NCNE|E CORNERS, EDG€S A{D AI{GLES S{AII BECflAIIfERED 0i Flu.ElED 20mm : 20 mm UNLESS SPEOREDoI{ERilSE

I.O IHE @IITRACIOR $I^r! 9'BIIT, COIPI.EIE TET}IOOLOOT FOR OFFERENTvFro< ngrs LKE A(CAV noN,'tACrR|.lJNq D€a rEHltcnnA[AC€, cq{cREnNquFnficÂl,NcfiNc 0F eRDERs. ,,otNTs AND p6r rB{SodNc ETcFfi APPROVAL OF ENONEER.

1.7 E Lpir^lE R€sSr^}|T CElaAnT g{A[ E usED tN co{cREtE FOR AI AERS / ptlrs.

1.6 AI F C€S (F COiCREIE lN A4rtUENtlr Ar{D $NC W tl.S tN@|{TACT nil SotL SltAlt_ BE D^ltp pRoofE) HlH TWO @ TS OFBN$MIOUS IIA1ERIAL AT NO OCRA C6T.

r.9 Att Eooso sunFAcEs sflal HAIE cLAsS r gJnF C€ FORI FtNtSflUNIESS SPECFIED OIHERHSE

DESIGN SPECIFICATIONSTz1 ÂSITTO STT,IOARO SpEclflcAnons Ffi t{tcfttAy BR|DGES -

ML2.2 ET P fdSIAil COoE f FRACI|CS FoR HtCHtAy ARDGES -1967 (StEnE

AFPIJCAHJO

SEISMIC LOADZ3 ZONE-2B ON SEISIIC RGT ||AF OF Pfi{STA{ PffiFANED

Bt lHE CEq.OdCrL SERIET f pX(|Sr N StH IA,0|UXACCL$AION A-0,2c lS APruED.(EARil q.,AtG FoRcf rs ctl-cut A]ED As pB spEcFtcAllolc AA9{IO I.RfD C00€ 2010, lHE StE UES tN S€SUC ZO{E-28

UVE LOADS: 6's.l silqr |.ANE 0F cttss 'M' (utuT Ry LoAotNc T r{K 70 roit) oR

lltREE / FotR lli|Es f cLAss 'A' LoAotNc,oF Er pAKtsTlN coEoF PR CI|CE FOR Htc+tw y 8fidoc€s- 1967 s{cl{Ev8 @r/ERNs

e2 4 gr{Gu torD s 95 td{ (21 Kb) 0N JoOmnrd@ mm AREA FOR IHEDESTGil 0F DEC|( srrE o{LY.

MATERIALS:/Ll Ar fiE IAIERIA.S ^r{D troRXuAt{SHtP SH ll BE AOC!ft,t{c IO tHE

Arg{rc sPEoFtcAIots Ar{D A$I sra{DARO€ E(CFT *IEREIoonEo Bg.rof. fi lN ?ARfldJtIR SpECftC IId{s AtOSPEOAL PROuSlofiS' f IROER DocutaENTs.

7.{2 CoxcnEIE

CO}ICREIE C|.ASSMCANON AI{D SIRE{GIHS SHAII * AS PER TABI.E q\GN BELO*

CONCRETE CO\ER:rHE l{t{[tuy @\,ER To REilFmCOTENT St{A! 8€ AS UM,ER Ut{l-ESSSPECFIED OI}€Rf,SEOECK SITB

T(P..,----.*.-.-.,- ,tO mmB{)TT0ll ......-*-.- 25 m

PNE$RESSD GNOER

8. FOUNDAI'IONS:&1 A[ rHE O(CAV noil FOR OpOr Fq]OAllots / Box cuLvERTs SHATL

8E S,AECIED IO INSPECION BY II.IE E}ICil{EER PftOR TO POITRINC0f cotcnEtE

&2 cRAllJl,lR Rll llAlEnAL (.rs&nm |.o) sHA! B€ pRovtDED lN t \€Rs ro AcfilEvE REQJ|RED8€ARStc CAp OW ANO CoapAglto{ 95t lsD tN cAsE o0sIlNG sdL AT FOOTTNCI{OT (UAJFYING AFORESATO REAUNEIE{T.

&5 'HE TAJG'I}I OF Pil.€S ARE]DI'AI!/E P'Ir D€SIGN SflAI.I BE EGCU]EDOI II€ SASS f S(|L DPLORAIORY EOIUNG BY lHE CONIRACTOR ANOsltAtJ- BE F|NAIJZED AFIER R€SULTS 0f lt€ p[.8 toAO 1ESL

&.+ Al. AS,IUB{T PII€S S}IAL BE CAST AFIN MNSIRUCNONf Ro D utBAl{t(uEtT.

8.5 PILE LOAD TEST:g!E//rrD p,ttEs sltorrl_o BE c sT. As st{ofi ot DnAUNGS At{D^T I.OCAIIO{ DNE TED BY THE E|ENEER. FOR HTI LOAD lESr. HIEa!r4 E IESIED UplO 2.5 IIES OF rHE DESGN OrO. rue lorOIESIS 914' BE C nR'ED (IJT AS PEn ASnr O€SlGilAnoN o ti+s-67 AflD 1EST RESJLIS SHAI B€ SJSINED TO IrE A{ENEER FdAppRo\r L co{stRucloil 0F mRKNG pn.ES St{ALr coryENcEAF|EN OdIR.ETIOI{ AilO NIERPRFTAIbN OF IBr RESUL1S

8,6 PROOF LOAD IESTI

14. SCAFFOLDING:AII SCAFFd-D|I{O Sl lI E D€9CilED 8Y n€ COi,TRACTOR rrI}IE IRAFFIC IIOVEI|E}IT T'ilDERTIEAIH S'CH SCAFFOTDINC UAYRETTAN UNOE;IR1'C]ED.

LAUNCHING OF PRECAST GIRDERS:cot{lRACTOR SflAtl sUE$tT tlri coRK sr lElrENT FOi UF!0{OlHE GIRDERS TO IHE E{GINffi FOR IIS APPROVAL UFNirc OfGIRDER SHOTJI..O 8E DO€ DT,,RIilC NICilT NUE AI{D OFF DATSto A\,uD IRAFF|C D|SruRAAltCe

METAL WORK:rer UA1ERALS 1'! E [t ACCORDA|'CE St]t lHE SpECtFrCtnONS.'N2 ^t! E..DED C(}{SIR{,CTON UNtEiS OIH€RTISE NOTED.15.3 AIl. STEEL 10 BE PANTED fi GALVATO@ AS DTREOED BY II{Ere4 All sHE R EDGES TO EE cRCt lO sraoo$,les Al. E.DS SHATI BE S.nm CO{ItNdrS nUÊf ELO, F,OO(

EECTRooE Ul{Lgs ofiEnnsE l{otED ot DR^tfuc

LIST OF SYMBOLS AND ABBREVIATIONS:IIEGI|C,AL E-ONcAnCil 0FPRESIRESSAIG TENDO{BOTTqIffi€ HotEcoilsrRl,cflot .bilTcotlREut{ECENIER TO CENIERorArflEFoP r{sroil .p0rTE Cr{ FACEEI.EVAIIOI{FAR FACEc Lv t{zED RolGUARANIIED ULNIATE ]E{SIE SIRENCTH

2 5 m2 5 m

' t5.

1 6 .

EARRGRnP, BOTIOU r SD€s .....-,..*

PIES

3{, nm

7 5 m

aOf f i

.lO nmBf,^||, OAPHRAGT

APPROAC|t Sl-A8BOTTOTTOP

50 mn7 5 m

5 0 m7 5 m

2.

REF{FORCED A2(cflcng|E BARfiUER. APFnOACH S.^8)

RE|{fORC@ ,L!(prtg Hens' oEct( stls, onpHRAd., rsac wArLcrnIAN wAll $tElR KE\g @NcnErE PAD.RENFoRCED COI{CREIE g€ l|, IR ilSqa.ABNUOIT SEAT, f,AIIg CULIER1SUNDSPASSe; ETC.EA|t- - -PRE5IRAiSED- - D!

RElr{foRcaaE{T

RE]iFUqNC STEL SHAI.I 8€ D€FOMTED RqJND BARS f INIEMIEDIAIEcnArrE (GRADE 80) CO{FOf,IflNG T0 A 9{IO U-51 (ASty A-6t5)Ufi ralMlruL YlEL0 STRE{GIH OF a.200 Ks^q.cm (80,000 psD.'

SIRI'C'I'RAL SIEE-UAN STRUCruRAL SIEEL SHAT! Co|{FOFil TO ASIU A-!6 HAVNG$NUlt tl YlELo SIRE{CrH 0F 2,5oo KqAq.On (36.000 Dd). eOLTs ANDNUI5 $tA[ @NF(nr rc ASIr| A-31i7 m EdUtV ttNt

'rEDs 9rA[

coNFmil rc av.s (AtERtcAN Eu)ING STANDARDS).

FRESIRES$IG STEET

PRESIRESINO STEEL S}tAtr 8E NORIIAL RA.AXAIION SIRANDCofiFffil{f{C IO AAS}ITO y2olt (A.S|U A-/tt8). GRADE 270 HAUNCIlMlltAa ULIaIATE lE{sLE SIREN6IH (F 19.dr0 Kgls+qn Q7O Kdt.

EEAiNC PADS

8EAfiNC PADS SIIAII BE ELASIdIERC AND LAI'INAIED @NFOFIING!o A sflIo sPEqflcAno{s FoR Htc+tw y ER|DGES NEOPRENE OF 3r'(s-DuRo) REOTJIREDilO{T, A Slrc y-751.

U,CTS FOR PRESTBESSING- FOR CAA.E 1z7mm. lD SllA! BE > d ' 65 m- FUTIY GALVAIIED FERRCI,S YETAL gtEAlH TI{CI(NESS >

a - 0.5rnm SllAtI BE USED

$EEL ru8ESArI SIEEL IUEES SHAU- CS{FofiU Io ASrU 4-501 HAVilC lilNflUunEu, SIRENGTH oF esoo Kglsqcm (36,mo prD.

F(tulsAllc|{twBOTtUa e SD€S.--.-._.._.....,,.

- UAT.SE R I H S D E 5 O mOTHEF SDE 40 m

- |IATEEAL Ffi COrcNE|E @\'ER

BAR SI.FFORTS 9{l|l E PRECASf IORTAR SLrOC|(. H.AS-NC ORUE AL S.IPFGTS. CORTAR g.OCt(s St{AtI S€ CrH$RI'gtED A'OCURED. lHE Yfffr.U Cq|PREISI\E STRENGIH OF T6TAR USEDFoR C.OCKS SHAII E'UAL IHE IAilIIUU CCIPRESSIG STRE|G!|Is cOIICREIE Fm I}E SIRIJSIURE IHEY AhE usED sI TrcRTARB-OCI( SI'PP(NB SflAII 8E ATTACfIED TO TH€ SUPPORIED BANBY lf lts f lHAucE tRE cAsI N Ir{E CEtflER 0F EAC|{B.OCK

PRES1RESSED GIRDERS:

C.t dffEn TttP SllAl BE ftUcrg@ 10 A FL{.! AlFUnn€ 0F 6 m.6.2 dRDSS S'IAII EE II{sIAED N fiEN CffRSCT PGM(I{ OI

BE &NCS Ey I-AWC|SG AO $A[ A€ rEr|PoR^ftLy 8f, CEDln{ltl c,q$tilo s Dt F}RAgs

6.3 IF I.FTII{G TE}IOO EI I'SE. GIROERS SHAr 8E TFTD FRilqor! E{Ds us$rc LFIHG t{(tIs / StEErEs By rEAts AppRot/EBY l}E E{GII{ER.

A./t F LALNq{lNG 1S tsED ItE raAnrul| CAflilrl/ER oVEnANG SltAtrI|oT DICEED 3 ]|r

POST-TENSIONING:7.1 A Utftlr-$il{D FGtlEtStOStc slgtEr sfiAtI 8E usED.

7.2 Atl C'^B|.!S S{ lt E srResED, 9HJLT I|ECTTSLY FRfl EOIHE{DS, lN ]}€ mER spEcmED ot l}E lF htcs,c B.E ECElSfrn 0aCtlrD€S A PUtl-N lr RCO{ f 0 m AT EAelsrResNc EltD.

rHE J^CTONC FfiCE CrErE ErotcAT|oar aD LoctoG slrFp cEsHArI E tN ACCmAflCE *lt{ l}E DR fr{cS Aty DEVAIoil fiVARAIKII [,ST E REPORTED TO N€ ilG$Ei FMcoilmruNc srREisr6 ffi(.

IHE C &E ^)0S llrsl coitco€ ulH lt€ ^rcHR GE ASBEllltO IHE Al{ctrR C[ Ffi A LAFIH OF Ar |.E ST tOoanr 6lruT'PET I.6GI}I. n{c|f,rER |s GNEA]ER.

s.dT EtE gtEE- etAns,/ FnAs to HC|D 'l€ FRetrRESSlilGcAaE DUCrE ArO @F(nCED{T tN 1Rt € FGrIOt AT ADECI,AIE!!{R!|!s (RrNcsE FRq. 0.E ro r.2 UEIER) s{AI EPROI/bD.PROI/|SIONS SHAJ. EE IITDE OI lHE El\D ANCfiMACES FOR GRTI'I|IICI{E CAAE UrCtS ltaEd^rELy AFIB lBtstoa$G. AfIERsEclrR$tc rlE bD ANCfioRAGES, At CAS.€S SnA! BE pRESgjRE{n(t,IED IN I}€R dJCIIi IN ACCMANoE n1|{ DESPECfiCAnO|s

!!q w(l{c pf.rs s}tAtJ. BE Cof{stRucrE) As pER lHE RNALqqlgt 4T t€Asr o€ f rHE u(x(rNo mrs stinr e[-qqqEdED To pRof LoAo Esr Hfi LO D O{E A{0 A HArF IUESfiE rESrcN Ur O.

17.

8.7 P|.AI|{|C RR LOAD lEsitg CrpERr,lgsa. INIERPREtAIION oFRSSULTS ANO TOAD CARRMNo CAPAOW AI{ALTSIS SHA! BECTNNE ot,T 8Y lHE OIGII{EER.

&E Ef{D IHE AArryE{T At{D HNC IAJA C(rtp CIED cRAtUL R B CT(RU-sfl tt d al]co ilt L .rEls 0f llftctfiEss AppfffrArE 10 l}tE c0iltp^fito|lEqJFGNT El{su&Nc A rflNlrur N sru odap gtu{ or etllr uqrrtED i'RocbR.

9. JOINTS:9.1 l|€ CoiltR^clfi sH I qBatt gptrrE u]qJT a{D Dsr tts oF AtJ.

con$Rlrdlloil ,bS,tTS FoR AppROV L G I]E O|GSEER.9.2 OOmnrlE ,tl DECr 3Ll8 SH lt BE ArrC€D S{ FtU rcfi. IO

co{$n[Ello{ ,nNT gtat 8E pEtilaTtED. dlprn cts AND D€Ct(suB sflar E ctsr raolo.JtHtcAt.Ly. o(c[pT As sHotfi ot{ DR sNcAT Un IoN Fm f|silIAltot 0F Ep t{slof{ ,FNTS.

O,S COi{CREIE FOR lHE B^RftENS AO SDEUAIJCi SflA|I BE PIICED I{Osra fiAN 20 D tB rFEF pt-Acilo 0F @a{cistE,N rHE DEo( S|.AA.

9.4 ufr-ESS SPECIFED OIHERIiSE O{ oRG' AIOIAEI tovElt6tT BSITEE{ ra^!|luyAr.D rro{Ju C P lnE $nr [{ I}E DRECITO{ f lR Fftc. O(PATEoI{ JqNTststEa st{AJ. E nG|TAllD AT lt^Sr qitE IO{IH AFIER CO{H5nNc tltE OEC|(0R ACt{EV0{c REqrnED CdrpREssil/EsrRENCn OF DECk SL 8 n{CfiEl/ER tSEAnUER t{ BLOCr dr? pRovDo AI tnrE oF pdJnf,{G oEct( 9-A& coillR CItRsilat $EutT l€cEss Ry s{sl |IAI|qt o€rA[ri Fm E{qNEER.S APPROVATFOnE SrAflbrc 1|{S AgtMW.

10. BAR BENDING SCHEDULEDETA{,E) AAR EODI{C SCI€D|,IE SI{^r! E PREPARED BY I}E€IMTCTOR $D AJBfrTlE' ft'R EI{GSIEEtrS AFPROVALtlp ltl{cnfil Aur sT l{oAnD }oq(s $^l! 8E AS C|!EN BEr.o*

90'1E0'

Bending diometer :- SIRRUPS AND COLUMN TIE BARS: D - rtd

F O R d < O R - 1 6 m m .- OTHER BARS HAVING D < 0R = 32mm :

G R A D E S O : D - 8 r d

135'

PROTECTION WORKS:anAil sDEi sHAu 8E PROIECIED [Ifl CLASS-B Rtpt^p,15m DOril $REAI ll iom UPSIREAa 0F STdDGE ^s SIIOY|{ O{ DRAWNO

TENDER DOCUMENTS, DRA',VINGS & CONSTRUCTTON DRAWTNGS:IZl IEO€R ORAiII{CS |SSJED frTH 1BOE DOq'rE{rS AiE 'IO APPRAISE IHE BDO€RS tr'rHE GB{ER^L

NAIIJRE E FAR O€A G IHE S(NK TO PREPANE g)q & IENDER DOCIUEI{TSEHdNEEN S{A|I ISEJEI}E I'ETAIID COISIRI,CII(X DRANreS A S'Cfl REI.O S(ErcHES FROrl I||rE TO Itr'E AS NECESSARYFfi DE EASE G CO{SIR'CNOI

122 ll{E CoNIRACIm SHAI! Cn€Cl( All- @t{slRucT(t{ DRAnNcs atD @trRAcT DocjtEillri clRERuy^s SO(}I AS PRASNCAB.E AFIER RECEPT l}€RE OF. AND SIIAL PRc|{PILY ADTNCE IHE D{CINEERSnEP f Al{y ERRORS OR OatSSOt{s 1HERE tX pfffi to sr RT oF ll{y @ttstRuclt0{ ActlttflEs,

ADMIXTURE C-1OOON OfiIEN TO SEAT lHE CO{CNEiE AGAINST flAlER PENEIRAIICI{ FfiOII ATIY DfrECIIOII At{D EUYI}IAIE ORO(HSIERASLY DELAY @RRGION Or NENTONCANqT AND OEIERORAIIo|{ (F CONCRETE DUE TO ASR ErcITADIIG TO GREAIER TX'RABUTY AND LONGTR SIRJCruRE UFE, FOR CONCNEIE IN Co|{TACT NIH SONL AI{DFfi P[rs Axo @tulfis urHtN t.Em 0f cRotND gJRF cE ArD DEq( suB x\po( ADuxruRE c-r(xn oREq'IVA'ETT SIIATI- BE ADDED TO 'IHE

GONCf,EtE SIRTCILY FOI..LOTNC ITANUFACruRER'S INSIRIJCIIONS

Ao

0Oe.nc ,rT.qc/cDIAo@. Jr.gtF 1 F

F.FG.lcuTs

oLFmnmN.FN.sit-P.G"r-sna.IrH.nP.s

?

4.

TABLE NO.1(l) sPUcE rENcrH tN rEN$Otl

(o) rF sARs

(c PiEstREisbF craes)NIENi{AL UATIEIERNilER FACEYETBra[lt€lBNEAn F CeNAruRAL 9.nFACE ttVELPROFII.E GflAD€ TATE-S'lffifflECll :'rITrHrc|(Tt?rctlSrcT A{CTE DI OfGREEi

@ilcnEE oLASS 28 D llsCYUNoER $nEl{CtH Ke^+cm

2,ls (3soo pd)

2Eo (,1{t0O pd)

l(F (1,500 prl)55o (5.000 prl)

7.3

7.5

4.t

?.G

7.9 lHE FOU-OING CIAI- BE ASqr||ED 0{ l}€ CAIUL lt0t SIHEoREIICAL Eu)llc lElL Ac

- tOUJLlrS f ELASIEW. E - 20:t0,t67 Kgl!+cm (2g.qn hd)- ceFEqSlT 0F FREIIO{ - o.?5 / t&|- rcB8LE CGFFICEIIT - O.fltittt,/mctc,- DRAFIII (F IEIGfS F(n.

0 '5 ' ( rZ7m)STRAND - 6mm.

7.'O UI{IESS NOTED ODERTISE IH€ CYUNDER $RANgtH Of CCilCNflE INPOSI ''ENgOI{ED

Gffi)ER AT ]RANSFER S}IÎI E }IO' I.ESS 'HrXJso Kslss6. (5'0m eal

7.1.| @ilPtEIE PnESnESbtG IEI{,ONS 0R Cle.ES S}tAll CoMtsT sH|GH 'tE}{3tE

CA8|.g; AS Sp€CtfED tN DR nNcS, t{.0ft6rfrt1H coREHE.Jq TgfAL SIEAIHg @UruNGS AT ADEQIJAIE I}IIERVAI-S'PRf, SIRESSNG ^}IO{fiAGEg BIIIXNC TAPE I'SIAL SPACENSAND OlltER ACCESSmES

1 1 .

12.

L 1

/ t5(m) aTBEDUB{T L${GlH tN tEilsor{

4.6

1,7

1 1

fX SPUCT LINGIH mn

ft t+ F F tt ,8 p fio ,rlAO no 9/t5 fl60 lilt0 N& 2:155 26,tt 4940 Jlro260 610 gm toito 1Z,!, t760 2(m zr95 1550 2EO!4to 4il5 56tt 7(xt 61{t ra5 seo 56!t rTltt t9n0

(b) onER 8 RS

)<*Xolorh.

SFUCE LEilg|}l m

F a+ F F It ,E ,e tto ,fizlo !60 79 905 loas t500 18t5 {xt! uz6az/ttoN 175 sito 790 o,ts IJ.ust570 170! r960 2t60350 325 ,|:t5 5.lO 650 9l'5 t(rr! 1205 tJ00 r505

(D SPUCE I.TNGTH IN COIIPREFIAN

SPtfG f.lt{clH (nn) t11 66SFRESSC{ (FrlXtA(€/q\

Ba SL. F ,+ F st st ,6 ,e tt0 ,r1solEL-r# 3S 360 ,tEO 57! 670 785 66{ 955 roSdt

TENDER DRANNGNOt ll, BA USID rOB COI$AUcrrOlf

GOVERNMENT OF PAKISTANUINISTRY OF COMMUNICANONSNATIONAL }IIG}ITfAY AUTHORITY

TIONAI ENGINEERING SEBVICESArosTAN (PW.) LrD.

RATODERO - RA.IANPLIR ROADSECTION-1

(RATODERO TO SHTIGRPTTR)

l| tvsuB

CONTARCTION JOINT DETAILso|lE H0

HNG WAJ-

(TYP.) P|-AN FOR CULVERTO DEG SKEW

(TYP.) PLAN FOR CULVERTWITH SKEW

DEIAIL OF WATERSTOP

DETAIL 'A 'S0ltl 1:10

SECTION A_A

NOTES: -1-AI-L DIMENSIONS ARE IN MILUMETERS UNI FSS OTHERTYISE NOTED.

2-ru CONCREIE SMLL BE REINFORCED CONCREIE.HOWA/ER CONCRE'IE STRENGIH SHATI BESTRENGTH sMu_ BE As pER DRAtvtNG No J90s/102/TD/cN-oo1.

5-RENFORCEMB.{T FOR RENFORCED CONCREIE SHALL BE DEFORMED ROUND BARS OFGRADE 60 CONFORMING TO AASHTO M-sl(ASTM A615) MrH MINIMUM VELD STRENGTII OF4200 KglSq.cm (60.000 Psi).

4-AlL FAcEs oF coNcRErE tN coNr cT MIH solL sH,qLL BE DAMP PRO0FED IYIIH 2 LAr€RsOF STTUMINOUS ITAIERIAL

s-WING IVAIJS SMI,J- BE AT 45 DEG FOR SKEW O, HOIYEVER AT SKEIV, IT SMLL BERMUZED AS PER SITE REQUIREMENT.

6-FOR FURTHER DErAL REFER TO DRAW|NG NO 3e05/102n0lcN-001.

c(xtR^clln oflt rnH t tEnSr o t!(m 0\".)EF. ,ofi tnH mtER stop c lo.@ (t1",)

T8N}ER PRAwINGt{&T ?o sF ilgm Fc8 corlFttsu{:?lsfi

#SVgRffib{EST SF PATfi$TA}*' "ffiTiffx Hi#ffi?TffiH,ffi i$IlIffixfft f##I-:ff - RAT*}AR* * &AJAI{FUR R*AF

$ECTISFI*1{sA?0*ERs rs st{iKAEpuR}

n?i:r'r s*x cijtrr€ftT

':jir'ii::

EXHSRAL -{&RA$*SMSNT,-"rj:.-*_"_- ,.n

-*1:;-*-

October, 2017 JgqS,/ j

RC€C CEU DIMENSIONS REilFORC€IIENTSLAA IYAI.I SIZE. SPACIIIO & ITNGIH OF REINFORCEUEM

90T. TOP Efi. Et{T. 8,ARS :0l SARS'02' SARS'03' 8 RS :0.4' B RS '0s' aqRs '06' aARS 12'

2otr 2fl,O 350 300 t5 150 t8 t50 16 150 ,1 150 ,1 200 ts 200 ts 150

300(2il)O 450 ,t50 350 f5 150 ,B t50 t6 150 T4 r50 ,1 200 15 200 ts t50

JO00 ,+50 450 a6 150 tE t50 ,6'| 50 t+ t50 l+ 200 ts 200 t5 t50

+00( 4{x)O 500 soo ,t00 ,6 t8 t50 t8 't50 t5 t50 * 200 #s 2@ ts t50

TABLE '2' FILL COVER O.60 TO 1.5OM TENDER DRAVINGTOT To B USED FOB COTT}BUCIION

TABLE '1. RLL COVER O.3O TO O.6OM

ONE CEtt BOX CUTVERTSTABLE '2'

NLL COVER O.60 TO 1.5OM

TABLE .3,

FILL COVER 1.5O TO s.OM

. . ' : . . i , ; : . : . , ,

r, ,..i:.:: l-.i{;rj::;::.,'i,:ii 'ti.'\

'r.', t ', i jr.'- 'j' ; i 1,'.:',!.. . , . ; r ,

, l _ : l , j' ' ' ', .,. ,,,, 1i,

ti j,'''. . r . . : , 1 . , j - - . .

TWO CELL BOX CUL\MRTS1' flLL covER o.5o To o.6om TABLE .2"

RLL COVER O.6O TO 1,5OM

TABLE '5" RLL CoVER 1.5O TO 3.Om

THREE CEIJ, BOX CULVERTS NOTE:-i - WORK THiS DRAWING tN CON.TUNCTION WtT i - ] OTHiR RIL IVANT DRAWII IGS

RCR CELL pluElsloNs I RE|{Fp@MENT

SPA{ HE]G+ITsua WAI gZE SPTIM; & TTNSIH OF RENFORCEilEM

xn. TOP ofi EMT. B4RS ?r' 8tfts :02' aARS 'O3' R RS '0.+" B RS ?s' &{Rs '06' EIRS '12'

T1 r2 wt iPCG. ilzE IPCG. SPCG.

200( zroo J5{' J50 vxt f5 r50 t5 r50 t5 150 # t50 #1 200 t5 200 {1 r50

2ooo t6 t8 t6 150 #4 !50 # 200 I5 200 to 150

3000 3At J50 300 t6 t50 ts tfl) t6 1 5 0 {1 150 #1 200 'D 200 ,s tgt

+00( .to00 4tt0 ,+5O .oo t6 150 ,8'r50

t6 150 ts 150 {1 2AO t5 2@ ts 150

TABLE 3' FILL COVER 1.50 TO 3.OmRM M DUEMNS RENFORCEUENT

PAt\ HS6HISLAA w[ Strg SPACING & trN6IH OT RENFORCEIIENT

BOT. rcP E(t. ENT. B|RS '01' EARS '02' BARS "OJ. BARS '0,+' BARS'05' 8 RS '06' BAnS 12'w2 SPCG, $zE ffi. sPc6. ;PCG, stzt

2mo 2000 2N 250 250 x1 150 t5 t5{t t5 rgt l1 t50 t3 200 t3 ,1 r50

2000 t50 J50 JOO f5 t50 t5 150 t5 150 # r50 l1 200 11 200 l+ t50

nx)o J50 350 J00 t5 t50 ,5 150 ts t50 l1 ret ,. 200 * 26 tt 150

4(x]o {{m ,+5O 450 m f6 150 ,6 t50 t6 r50 t5 r50 $ 200 ,1 f4 150

RCBC CELT DIUEilSIONS RENFORCEIIENT

s P t HEGI.ITsria w^ll SIZE. SPACING i} I,II{GIH OF RENFORCA#NI

BOI. rcP Efi. E}It. stRs '01 B RS '02 BqRS '0J' BAR!; 'O,t BARS'05' BARS '06" B$S'0r 8 RS '08' BIRS'09' BARS't2' B RS '13'

w D itzE SPCG. ;ZE iPc6. stzE im- ;tzE SPCG. $z ffi

2001 2000 325 525 300 EO It 150 tr 150 ,6 150 ,s 150 ,1 200 to t6 t50 t€ 150 ,5 ts 150 (5 r50

J00{2000 425 124 375 250 tr 150 12 t50 to 150 t5 r50 l+ 200 t5 200 tE 150 16 150 15 t50 t5 150 *s 'l50

3000 125 ,+25 J75 H # tr 150 tE 150 ,5 t50 fi 200 #5 xto ,8 150 ,6 t50 fs 150 t5 't50 15 lgt

fixx 4{XXl 500 50o ,+50 2:ia ,B t50 ,8 150 18 t50 t5 't50 t5 200 t6 zx) tE t50 F l50 ts r5{l 18 ,8 r50

RC€C CEl! OtIEt{S}ot{S REINFORCET'E!{T$ E WAI szE sP clNG & t-B,t6lH oF RENFORCfUEXT

BOT. MP 6fi- iNr. SARS roi' BARS t2', BARS '03'E|RS

'il' BIRS t5' SARS '06', B RS '07 &tRs !08 BARS '09' B A R S ' i 2 ' B A R S ' t 5 '112 rtl v lE srcG. iPCG. ;m_ ;lzE ;tzE SPG- itzE SPC(

2D0iJ 350 J50 t00 250 ,5 t50 ts 150 ts 150 tt 150 ft 200 ts 2N ts 150 ,s t50 t5 t5{, ,1 t50 l1

tu$ 350 Jtto J00 250 ,5 t50 t6 t50 ]6 150 T4 150 ,5 200 a5 2W ft t50 ,6 150 t5 150 t5 !50 t5

3000 3$ 350 300 2tu t6 t50 t6 t50 t6 150 ,1 150 t3 2(n 15 2@ f6 150 ft r50 t5 t50 f5 t50 t5

a{ro 450 .+5{t ,lO0 8 t6 150 F 150 I6 150 ,5 t50 ,1 200 15 2@ ta 150 t8 150 t5 150 fs t50 ,5

RCEC CELL {,lIrBtStONS REIT,IFORCANE}TT

SPAN HEGHTsll8 HAI! slzg sPrcb6 & ttNGIH oF RfI{FORCETaEXT

gtr, rcP D(t ENT, 8 ns b1' 8 RS '02' MRS b3' $ns b4' B RS '05' E|RS !05' B|RS '07' B n s . 0 8 aAns '0€' B RS ''t2' B R s 1 gl:t trz VE tzE sPcc, w ffi itzE iPCG. TE

2000 2000 zfft 250 n 250 ,1't50 t5 't50 ts t50 t+ l5o ,3 200 t3 200 t5 t50 fs r50 F t50 ,1

'| 50 l+ 150

30002txx) 500 300 too 2n ,5 I 5{' ts J50 f5 t50 ,4 t50 ,5 2m ,1 2@ t6 150 ,6 150 ,1 t50 ,1 150 l1 t50

3{X}0 3)0 Jo(I 3(xl 2& ,5 150 t5 150 t5 150 ,1't50 13 200 t+ 2& ,B t5{t ]E 150 )1 ilto tt r50 F t50

.ro00 ,l{[ro ,+0o ,lO0 350 28 fs t50 ,5 15 t50 F t50 # a)0 tt 200 ,6 r50 ,6 t50 l1 150 ,1 150 # r50

RCIC CEII DIMEBbNS REITiFORCETENT

HEGHI$A WALL SEE SPAIING & I.TNdIN OF REINFONCETIEM

gtT. rcP D(I. ENT, B RS '01 BARS '02' EARS ',03' B|RS '04' 8Arc '05' B RS b6' a is '07' 8 RS '08' BARS '09' a Rs '10' MRS 't I BARS 't2' uns 't3'w o T1 lPcc. ilzE ;mc. lft sPce. ff sm_00( 200o 350 350 300 3o() ,6

't50 t8 150 ,6 r50 ts 150 ,1 m0 ts 2m t8 r50 te 150 ts '150 t6 't5{t to t50 ,s t50 ,5 r50

00( 3000 a{x) ,tO{) 300 18 150 tE 't 50 ta t50 ,5 150 ft 200 #6 200 t8 18 150 t5 150 tE t50 t8 t5 'r50,6 150

00( 4000 500 500 450 300 f8 150 #6 150 t8 150 t5 150 t5 mo t6 Ntt t8 t50 ilE t50 l6 150 t0 ,50 J8 t50 a6 ,6 r50

RC& CEIL ttfiEr{Slor{S REINFORCEYENT

HEIGI{Tsua wal_ SIZE SPTCN|G & trl{dIH OF RSIFORCEUBIT

MT, IOP o(I. EI{I. BARS tT. BARS 12' gtRs '03' AARS '0,+' B Rs '05' B ns '08' Mns '07' qARS '08' aARS '09' B RS '10' B A n s ' 1 1 ' EARS '12' BARS '13'

tv D TI D tPcc- tzE smG_ TZE tzE ;PCG. iuE lsPm. NE FCC.

2mo 550 350 J00 250 t5 150 ,5 150 t5 ,1 150 l1 200 ,s 2@ td 150 ts 150 ,5 t50 t5 t5o ts ,4't50 x1 150

t{x)o 350 nio 250 18 I 5t) 16 150 t6 150 tt 150 # 2oo fs 2oo ,6 ,6 150 t5 150 t6 1 5 0 t6 't50,5 150 ls 150

oo( ,t{po ,+50 {{t{, 4n 250 #8 1& |8 150 t6 r50 ts r50 l+ 204 16 200 ,8 t50 t6 t50 ,5 ,8 {E',50 t5 ls t50

RCBC CEII DUENSONS

HEGI{T sua WAL XIGTH OF f,€NFORCET'E!{I

BOT TOP m ENT. BARS'o1 EIRS 'O2' BARS'03' s ns '04' srs'06' Brfis '06' BARS'O7' BARS'Oa' BARS'O9' BARS't0' aaRs 't1'MRS

-12 'B RS '13'

w D li t2 w1 n 4G, SPCG, SPCG. iPCG- srcG. tszE ;PCG. ISIZE m- SPCG. itzE sPcc, ilzE s*G,t00( 2000 250 2* # t50 t5 t50 ts t50 *1 150 t3 200 'J 200 ls 15{' #s 150 t4 t50 ts r50 t5 150 #1 150 ;1 150

i00( 30oo J00 300 300 2fi ts 150 #s 150 t5 150 {1 t50 ,s 2@ 'J 200 #5 150 ts 150 l1 ts 150 ts 150 # 150 ,1 150

o(x ,lOO0 ,lOO .too J50 250 f6 150 t6 150 il6 r50 f1 150 x1 2fi ,1 200 t6 150 x6 r50 # t50 t5 150 ts 150 # t50 ,4 150

r--.r GoVERNIIENT 0F PAKISTAI{

l# | MrNrsrRy oF coMMUNicAfioNSl,'trft'l NATIoNAT HrcHnAy AUTHoRITy

IIINATIONAL ENGINEERING SERVICEStlfPArssrAN (PW.) LrD.

04 tR ${ al RAA SIIARO

RATODERO - RA.IAI{PUR ROADsEcnoN-1

(RATODERO TO SHTKARPTTR)

.ITITT

DESIGN PARAMETERS II'ITHREINFORCEMENT DETAILS FOR BOX CULVERT

SCALE(xt ;UdIITIED BT fn -dLt2 IECOIIITEND€D E

o1 )HD./\IER. fi ,/s MIEOc tobe r , 2017

DRAWING I{O.

3905/' lo2/rD/ p.a-n,t

RFr'.RAr. oA]E DESCSPIICF{ IPPROVED IPPROVED B/ \

DEITAIL .A.

ELEVATION TrING ITALL 8E DEUIL75 LEAN CBN(

GRANULAR

WING WALL_FOOTING PI,AN

TENDEB DRAWINGIOI TO E I'EIED FOB COMIBUCTTOI{

A COATS HOT IITUI'IEN

DETAIL-.A'

, 3 0 0 ,

A COATS HgT SITUMEN

fl,tii#iiiiiiiii.li,iri;l s o o I n r - l r a l r l

SECTION A_AIOR H:4000- 8000rnm

|fl,l HlIl/h.JlUrlf---T--T=f b - t s -

ffiSECTION A

ffih:.,.L.ii^l:t:1,:i SECTION B-B

H=l000-4000mm Max) RANFONCANENrsilorfi{

DETAIL ,8,curofF wA[t

REnfoicEraor

SECTION B-BWING WALL-F'OOTING PI,AN

NOTESI . FBR 6INERAL NETES REFER IRAVING NO. GN-001,

A. DIMENSIONS VITH ,f , MUST BE CONFIRI ' IED AT SITE.3. THE LENGTH VING VALL VILL gE ?H.4. THE DEPTH OF GRANULAR FILL SHALL BE IECIDEN AS PER SITE REAUIREMENT

HOVEVER 450nn (Mqx) SHALL BE PROVIDED IN CASE F0UNDATIENDB NOI ACHIEVE 952 MDD CBMPACTIBN,

5, FER DIMENSIDNS AND BAR SIZE REFER TO DRAVING ND 3905,/1OAITD,/3C-004,

IN CENJUNCTIDN VITH SECTIBN A-A & E_B <STEEL REINFBRCEMENT).

| 500

J

Max)

-A

(!'()r

r:r--r GoVERNMENT 0F PAKISTAN

lH I MrNrsrRy oF coMMUNrcAnoNS\n'W,'INATIoNAL HIGlrwAy AUTHoRny

TIINATIONAL ENGINEERING SERVICEStllPArqsrAN (Pw.) Lm.

01 )R tl{ Bl RAA S}qFP

RATODEBO - RA.IANPUR ROADSECTION-1

(RATODERo TO SHIKARPTJR)

TrrLE BOX CULVERTlrING WALL

REINFORCEMENT DETAILS

SCATE05 ;USITIED EY rh , c '02 IECOIIIIENDED 8

0'l )Ho.^/ER B/ N7 xz. OAIEOc tobe r , 2017

DRITING I('.

39O5/1O2ftD/ pc-o+

RBr',

REY. 0 r E D€SCSflXt0{ APFROVED IPPROI'ED BI ^\-,

TENDER DRATINGNOT TO E U8ED FOE COI{T}1BI'CIIOT

I c.u or cuLlERT

7i\;==>=t-=====\=_:_::=_:===

i -\\\\\\=

PLAN

b'91omm (Mln)SECTION B-B

'o' gtomm (llln)

DETAIL Y

ELEVATION

t D(ACT DCIENDED LENGTH OF IHE SIRUSTRES TYILL BE DECIDED BY lHE ENGINEER AS PER SIIE CINDMONS AI.ID GEOIIETff OF IHE ROAD.r WNG WALLS AI{GLE AI{D LENgIHS ARE WIIL BE NUUSTED AS PER SflE CONDMON.

NOTES:-. THE CULIERTS I.IAS BEEN DESIGNED FOR A

BFIR|NG CAPACmT OF 1.@ TON,/SOFT,r RENFORCED CONCREIE PIPE SHALL BE IIANUFACTURED

& IESTED tN ACCORDANCE WilH AASHTO DESIGI.IAI'ION M-170.. ALL DIMENSIOI{S ARE IN MIIIJUETERS UNLESS NOTED OTHER1VISEI lN C,{SE HEGtfI OF RLL AEOVE CULVERT lS LESS I}IAN 500mm

FOLLOW DETAL Y.

=lO Idl

I

TYPICAL R.C.C PIPE CULVERTCENEML ARRANGEMENT CONCRETE

OUTUNERATODERO - M,trANPIJR ROAD

SECTION-1(RATODERO TO SHIIGRPITR)

ENGINEERING SERYICES'AKrsrAN (Pw.) LTD.

GOVERNIdENT OF PAKISTANS urursrRY oF coMMUNIcAnoNS,#h., NAnoNAL HIGHwAY AIm{oRffY

TENDER DRATINGNot lo E us@ FoB oo$muc.llol|

;-t

oo

c!t

.,r.:,', a111-1.,ri,t;t,t.^,, . :,1./'

-"...:;:,'1

!i',.t{ ,i,i;l' , I j:,'.il

! : - r i t, " t \ i l

. ,', 1.. .{.:.i,1' ,,;;;.!,,.,Y,

1_lPHN BASE SLAB SECIION B-B

NOTES:-. IHE CULIERITS }IAS BER'I DESiIOT'IE' FOR A

BEAR[,tc cApAcfi 0F r.00 tol{/s0Fr.I RBNFORCE) COiEREIE PIPE CI,ASS II S}IAI.T BE I{ANUFACruRED

& IESIED rN ACCoro)AilCE WflH A4$fI0 0ES|GMIoN U-r70.I ATI DIIIENSK)IG ARE O{ TIITUT4EIERS UNI.ESS NOIED O1HERTISE


I mlrsrRY oF coMMUNrcAnoNS"frh..' NAfIoNAt HIGrrwAy AUTHoRrry

IIINAfloNAL ENGTMERTNG SERVTCES

JlfpmsrAN (Pw.) LrD.

04 N^f,l{ FY RAA S}NFIO

RATODERO - RAIAI,IPUR ROADsEc110N-1

(RATODERO TO SHTTQRPTTR)

I]LE R.C.C WING WALLREINFORCEMENT DEIAIL

(srNGLE CELL)

SCAI.E(r:t ;TBIITTED BY rn . .hd02 EC TUENDED B

0 l 'O./l,ER Er N,/ \: DAIEOctober, 2017

DR^UINO I{O.

s90s/102fiD/ pcoozr{Lv.

REV. I}AIE DESCRPIK'T{ APPf;OIED IPfRO/ED BY -^)G-

TENDER DRATINGt{of m BE usE, Fo8 coNElEucEoN

LIST OF BRIDGESTRUCTURES

BRIDGE AT (CH. 3+860, 34+770)GENERAL ARRANGEMENT 'eo'no2/TDl P1cl01

BRTDGE AT (CH. 26+580)GENERAL ARRANGEMENT 3eos/1o2/TD/ P1cio2

GIRDES (30m)

GENERAL ARRANGEMENT seos /102/TDl P1 c1 03,1 04

GO\ERNMENT OF PAIfiSTAN^.1, r ^

"y MINISTRY oF coMMUNIcATIoNS,#h ' NATIoNAI HIGHIAY AUTHoRTTY


tllPArasrAN (Pw.) LrD.

04 ) R n { F t RAA S}|^RQ

RATODERO - RA,IANPUR ROADSECTION-1

(RATODERO TO SHU(ARPUR)

'IILE usr oF

BRIDGES DRAWINGS

SCTLE

03 SI,BIITIED FY rn. l-l02 REOOIYENDED B \-01 F|D.^/ER. Bl */ t' DATE

October, 2O17

DflAY'ING IIO.

seos/rc2nD/ sl-o1REV.

REV. DAIE o€scwftf,l IPPRO'ED IPPROVED BI__R

cH. 3+860,/34770

TENDER DRAWINGxoT To Et ltttE) ttoB col{tttBuctroN

FOR LE,\GHT OF SLCPEPROTEfiON REFERRELF/ANI DWG.

ffiElr arnnrn,IOO G.I DRAIN PIPE(nP.)

uiltMrED EllSTo|IEiICBEARTNC PAD CrrP.)

coircREtEcrt".)

OFGIRDERS

t or enpoE sflE^R Kttcn".)DUHTRTGy OP.)

I rre+ |-(ffi:) -

SECTION B_B

APPmtCfi St 83S rldcx fiYP.)

2rd. SIAGEEIEANKIIENt(rP.)

f, r! cfYP.)

llt ST G€ETSAilOTEI{I(m.)

SECTION C_CSC LE t:75

NOTES:1. FT'R CENERAL I{OIES REFER OfO. M). GN-OO1

2. SORK lHF DRAf,ING IN @N.'UI{CIION WIIHOIIIER REI.EVAIT DR^TII{6.

J, FOR LEI{CIH OF Pll-E S}lOlfN ARE IENITi/E & W|Ll- BERNAIJZED AFIER DEWL GEC'IECHNEAL IIiIVBIIGAIION& PIIE LOAD ]EST.

4. SZE OF BRIDGE WATERUAY, HFI. PROIECNOil WOR(1RAINING WORK, SC(X,R PROIECNON, PROFILE E'TC. WILL BERMUZED AFTER HYDRAIJUCS/HIDROLOGY SruOE1

1 \ i

co Ts 0f

(oR EruMA-Sfr Io lH. OFASP}TALIC BISE Cd,RSE)

GOVERNMENT OF PAKISTANLh l i r'w MINISTRY 0F COMMUNICAfl0NS.&1&...'.i';*I,, NATIONAT HIGHWAY AUTHORTTY

IITNAnONAL ENGTNEERTNG SERVTCESIlfPArasraN (Pw.) Lm.

o+ )RAWN Bi RAN SHAFIO

RATODERO - RA.IAI.IPUR ROADSECTION-1

(RATODERO TO SHTToRPUR)

TITLE GENERAL ARRANGEMENTPLAN, ELEVA1ION AND SECTIONS

BRTDGE AT CH 3+860, 3+r77O (1x30)

SCALE03 ;UBIITTIED BI YY\ i-02 IECOMI'ENDED S

0'l :HD.A'ER B' V t't DATEOc tobe r , 2017

DRAWING t{O.

seos/1o2/1D/D1erctREV.

RElr'. DAIE DE|CRPINN APPRO/ED \PPRCIVED B/ < \

FOR LENGHT OF SLOPEPROTECTION REFERREI..R/ANT DWG.

I mlpER DRATTNcI NoT to 8E I'SE) rOB CONSIEUCt1oNI

COilCREIE BARftERCri".).IOO O.I DRAIN PIPEtnP.)

t ilMlED Et STOIiE UCBEARI€ P D 0]?.)

Cx)ilCREIE(m.)

OF BRIDGE

(r/P.)

FII

.t+.+-F{LES 41000n)n l-OilC Cn".) . . , r . : ' : ' i . " ':;"i /

' l '-:1 I, i ] i! ' : ,. j 1 . . ' \

- i . : 1 ! ' \ -

..1. rt-j-

,,tii;j j:,',1,,'t:l

I sroa I-TirP-f

SECTIONB-B

\\,\tI

! :

" r 4 . . - . . . i , t

:,:' .-:'::,

@AIS OFHOr grurol

APPFOCHJOO ]HE|(

20o (oR e[t\rA.Et|I TO lH. 0FASnr L'nc BASE oouRsE)

APPROACH S.A8t(xr rHc{ (frP.)

2d, srAGEEIIBAIIICENIcfr".)

frar (m.)

AqrilBfi Aa-z

rd. snG€a€ANOrElfi(m.)

ONq'TED RPRAP2lo rHK cfr".)4+/t-PlLE ,t(m

lom Lolr (m)

SECT1ON A-ASC LE t:lso

P[Ll20001".)

SECTION D-DSCAM;75

SECTION C_CSCATE l:75

NOTES:I. FOR GENERAL I{oTES REFER OIVG. NO, CI{-.oOl

2, UORK 'IHB DnAffiNC tN COf{'Ul{Ctba{ WIH

oIHm RAA/ NT oRrffitcs.

3, FOR LENSIH 0F PllE g{tm{ ARE 1E{II,/E & f,'ltl BEFIMUZED AFIER DETAL GEOTrcHNCAL II{VTSI}CAIIOil& Pil.E |_OAD IBr,

.T. SIZE OF ERIDGE trAIER{AY, HFL Pf,OIECIION WORI(IRAINING IIORK, SCOUR PNO'ECIIOT{. PROFIIE ETC. }'LL 8€R'IAIIZED AFIER HmR rrUcs/HtDROtroO/ SruDEs.


W MrNrsrRY oF coMMUNIcATToNS,#'w"" NArToNAL HrcutfAy AUTHoRITy

IIINATIONAL ENGIMERING SERVICEStllPArasrAN (Pw.) LrD.

Oi+ ,RAWi{ 81 RAA STTARQ

RATODERO - RA,IAI.IPUR ROADSECTION_1

(RAToDERo ro SHIIGRPI R)

IIE GENERAL ARRANGEMENTPLAN, ELEVATION AND SECTTONS

BRIDGE AT cH 26+5E0 (Jx3o)

SCALE03 |UA'IIED FY rDL02 iECOyyO{DED B

ol ;HD./VER Ef d /e DAIEOctober, 2017

DQAWtftC ilO.

3905/rc2nD/P1c102

REV.

RFr'. DATE D€SCRPTIOII APPROVED \PPROT'ED B/ \ )d.

TENDER DRATINGror m BE USED FoB COIIITBUCIIOT|

rol1z7mm rErm|rs (nP.)

+Y-

REFERENCE CO_ORDINATES

Fon $tEl P|.^lE t C T(nRCFER DK. IO.P,IGIItrI. ELEVATION (TENDON PROFILE) 30m GIRDER

f9 890r"J

TI , fl

TYPICAL DTTAIL(AilOrR cE RECEls)

NOTES:r. Fm C€r€R[ lStES iEFER DiAll6 flo 6f$l2. RE|D tlts Dtufilo N cof{tfEltN ilc.

ANCHORAGERECESS DFTALS

END VIEW OF GIRDERSCAII 1:16

SECTION AT MIDSPANSCI.E t:t5

SECTION AT DIAPHRAGMSCA|.6 t:.ts

BURSTING REINF. DFTAILSC E lrlS

TABLE_1 TABLE-2

L rf Fou.ou|l€ vluEi H vE BEEX lssuTg) ht lHE cllcutlltoa{ oFIHEoREnCTL AroilCrirOyE<lEtt$t (Ao) Of 1EllmiE!taoo(tlfr; F EJ|SIICIIY. E-19S,(m gPa (2E0OO) ldCFfICEr{I 0F qRv lrnE Hilctxlx-O.2s PER MU I{TUd.E FFCtil @EFRCIEI{I-O.OJ! PER r|EtERr|rY DEVI rxt{ FRo, IHE AFI/E V U,ES SH tt E RSof,rD TOI}E EI{CNEN.

/t SIRSSilC SllAl E S|ToPPED lS SOOi{ tS Ol{E or l}E FotLdll$coiumils 6 FttSluED:

-sln€ss RE clcs 0.75 ln€s GT,|RTNIEED r,,LTllarE ta6lt€stfioErH (c[ns)

-ACrurL EOrcNil/EnElEiOfi REACTGS 1.10 Ao.-lF Al 0.75 GI,IS lgnnL ElilcrfiX]l |s SnlL EEITOW O.95 Ao

snErilc slr I E pRocEEDED upK, tatrxutaa oF 0.q, cuts'-N l|€ a/E{r oF t€fi-@i5oRL^lrc€ oF AevE It€ lEloot{ $t tt

8E REP|ICS).5. lEOOll ECEIEI)iI ct\/EN il T E'E E FOR IHE ,,l Cmr|G END,6. S|RESSIG OF CiOERS g{XnD 8E lro|€ FROtf gmt Eillts,

J CXn$ FoRCE r lil Tm

SQALE 1:25UNLESS OTHERWISE NOTED

l------9a----l

fiflrr.;-

I

t-

DATA FOR CiDER ENENSOIAT E CH Ano

(mm)

sEc[Etcf(t

$RESSIGNO. t @ r1(L 11!L |17fl 0.2d. r25t I30t r35L L,lO. Oits| 0.5d.

JXt 28,tt E7 2$1 2t7 2E tgo lta 116 t3e t m tslt t.t6 111 tJc lJ:l 1A 127t@ Ao o o o o o 0 o o o o 0 o o o o o o o o

2 6it5 8A 5r1 522 477 +atrt J2,3 al 243 rts a3 192 175 t50 117 lSl tJttm co o o o 0 o o 0 o o -25 -I5 -60 -80 -90 -tc, -rzo -tJ0 -l,l(

5to50 000 g7+ 7S:t n7 64at 5ta i|sa ,lO5 35A 312 27:t 2,tt8 ana ta5 L 2 l.l€ tl4

0e Eo 0 o 0 o o o o o JO a, 70 t{, tm l& tJa, lal) '150

1l1% tJoS 1t97 tottz s95 soo 732 857 saa gB 468 117 gfir J:tt 5(X' a7!t ztz 2:n ZE

98 Do o o o o o o 0 o o 0 0 0 -E -50 -75 -lto - l { -150

5tax, 16i16 t50l tJo:t lZt:t | l r l 997 400 ,92 70r ate 5,14 +77 414 87 JI5 8 &t z+1 ZE ZB

97 Io o o o o o o o o 0 o J3 65 85 tto 1,+5 15(}

^|{CflORTGf RECESS ilTA

'EMNNl€.

ATG,Eo('

x(m)

I f 2 0 ' 5 t ' 22 i 1 4 ' o r 7I r s l 2 f t 5+ t t f 2 t t6

5 17 0f +2' 21

GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAT HIGI{WAY AI.TTHORITY

IITNAnoNAL ENGTNEERTNG SERVTCEStllPArssrAr.r (Pw.) LrD.

{x tR Tlt E{ RAA SI{AFP


(RATODERO TO SHITGRPLR)

IIITE30m PRESTRESSED GIRDER

CONC. OU]LINE & PRESTRESSING DETAILS

sctl-Eo:t SJAfitED Bf f n , ( 102 RECOI'XE'{DED B

01 :HD.^/ER. SY N/ t-'. DAIEOc tobe r , 2017

DRAWI{G NO.

3905/102/ID/P1C103

RE\r'.

REI/. DAIE oEscftFlroli IPPROVED IPPRO/ED F/ u *N-

f

a

lala

I TENDER DRAWINGI ror !o BE t srSD FoD corltnucIroxI RETNItrOPCETIENT

SCHEDULE

scAtE t25

MARK BAR DIA.O SPACING

qrl t{8ru@tA ,44175

+-,+c(xt z,4'(!E.F)CO.t ,{rmGO/t WIEGT's '{EF)0(16 tlrctooG['€A lFtEqt7 6-t+(EF'GOA ,a'qnoGOa wt75GO9 '{EF)Gto 6-F

Gl1 t QGtlA IrarrsGt2 A{UlotJ t{aoG15 Ft'|gJ

Gt4 taaoGli+ taar5(,Gt5 8-XG.n

Gt6.G10A tft7-f+.t(m-

G17 ,acr50GlA tsAot9 ,acJs(i:x) ',/EpniltGill AAE|GIEI

SECTION A_ASC |l l :15

SECTION F_F(FOR EXTERTOR qRDER)

SCAI t:15

SECTION F-F(FOR TNTERTOR GTRDER)

SCAIE 1:t5

SECTION C_CSC |I t!15

",ffrX/

SECTIOI..IAL PIIN E_E(FOR EnERTOR GTRDER) ,'r' sEcToNAL P|-AN E-E

/ / (FoR INTERIoR GIRDER)SCAI€ 1:15

NOTES:t. FttR GENER T M'IES RErER Dwc. io. ei{-oot

z READ rlilS DRAWII{C tN CO}tUl{CIFf{ lml DtG 1106.

3, Al Pf,€SIReSED CONCim SH rl- BE C|.ASS Tl',.

.1. AI RENFORCING SIEEL S}UII. BE DEFOSilED KX,ND AARS(GMD€ 60) C{rNRRt tNG 10 A SlfiO ll-31 OR ASIU A-615

w|TH urNfuux yEr-o srRElictH oF 1N Kst/sl (6O,0OOPC)

LONGITUDINAL SECTION

r--, GOVERNMENT 0F PAKISTAN

lH I MrNrsrRY oF coMMnNrcArroNS["tr'ft',| NATIoNAI HIGHwAy Alm{oRrry

TIINANONAL ENGINEERING SERVICEStllPArssraN (Pw.) LrD.

O/t RAII{ FI RAA SHAFKI


(RATODERO TO SHtr<ARPUR)

.ITILE

3Om PRESTRESSED SRDERREINFORCEMENT

scAt-E' l : 2 503 ;US{ITED AY ) . Y h

02 ECOT0TENDED I

01 HD.^/m. B/ \y v DATEOctober, 2017

DRAYTIIIG IK}.

s905/102/rD/P1G104

REV.

RA/. DA1E DESCftPTION APPROVED IPPRO'ED B' $ -nJQrl

i

l+It (i t

I TENDER DRATINGI xm m s IrsD FoB coxrnlugttoNI pErNtroecErrENT

SCHEDULE

scAtE 125

MARK BAR DIA"O SPAdNG

@t t+cruGotA ,+'|tsm2 F

Go:t F)

GO/t ,4{I'OOG[)/+ l€t-75GO5 F{EJ)

coe t+rnoGd,6A I*Ct75

G07 6-t4tEF)GltS fl{drroGO8 ,1tot75qlo

Gt0 6-l

Gtl reo tA taqwg 2 ,{{EnGt3 ffict3 ti3ls

Gt4 aaao6t,tA t{ar5(,Gt5 a-a{EF)

or6.er6AGt7 tag|50ct6 F'I

Gt0 ,aarooG20 ,rst/1wen Mer:2

SECTION A-AsC l,E l:15

SECTION F-F(FOR EICTERTOR GTRDER)

SCAII l:15

SECTION F_F(FOR TNTERTOR GTRDER)

SC |.E t:15

F,ffi\z z/\/

SECTION C-CsC tE l3ts

SECTIONAL PI-AN E_E(FOR EXTERTOR GTRDER) /'i sEcTioNAL PLAN E-E

/ / (FoR INTERIoR GIRDER)SC IE l:15

NOTES:I. FOR 6EI{EML NOIES REFER D[G. INo. GN.{x)l

2. RE^o filS onAUNG hr @f$Ut{Cno|l snH orc, No6.

3. ALL PRESIR€SSED @ilCREIE S{A[ BE CITSS T1"

4. Al- RENR'RCII{G SIEEL SIUI.|. 8E OEFOilTED ROT'NO 8A8S

TGMDE 60) CONFORil|I{G TO AASHTO T-31 OR ASI}I A-315

urIH talMtaut| YIE.D SIREI{G|H oF 43O Kolcnl (6O.0O0pd)

LONGITUDINAL SECTION

",iffi*,


IllpalgsrAr.r (Pw.) LrD.

o/t )i $'r Br RAA S}UFIO

RATODERO - RA.trANPuR ROADSECTION_1

(RAToDERo to sturunpuR)

TTT.ESOm PRESTRESSED GIRDER

REINFORCEMENT

SCALE

1 1 2 5

IH\tl./V.trrll\.Ul[rN f L/.8 rAI\IDIlLt\

MINISTRY OF COMMI'NICANONSNATTNNAT TJTNITWAV ATTTTJNPT'IIV

05 ;uwrtED cY n i c02 IECdTI'ENDED B

01 )HD./\€R, BY tV -Iit DAIEOctober, 2017

DRANNG M'.

3so5/rc2nD/PlG104

IElr'.

REV. DATE DESCf,PIX'N APPRO'ED IPPROVED Bf a

soi{i/iivuc ufl(inflj - national highway...

Documents