GOVERNMENT OF PAKISTAN MINISTRY OF COMMUNICATIONS...

GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONS

NATIOIIAL HIGH'WAY AUTHORITY

DOUBLEPHATTAK TO(LENGTH

NAGSHAH CHO'IVK= 7+205.39)

MULTAN

TENDER DRAWINGS

JANUARY, 2012

OFFICE OF GEOMETRIC DESIGN SPECIALISTCENTRAL DTSGIN CTLL

NATIONAL HIGHWAY AUTHORITY]SLAMABAD

Fri{ru.r ri$r-Ars

[ssuED']oR -IENI][iiL

',iis$-${1-d" di'

SONINAVU@ TVUENHO

SHEET NDEX

TYPICALS.No . TITLE DRG.No.

1

2 SHEET INDEX cDc/GEN/013 coc/eEN/o2

cDclGEN/o35 oENERAL NOIES cDc/eEN/o4

LEGEND & SYMBOLS cDc/eEN/05TiPICAL CROSS SECTION coclGEN/05

a IMVERSE & BENCH MARK OATA cDcloEN/079 CI]RVE SFIIINO OUT DATA cDc/GEN/04

TIPICAT SUPERELEVATION IAYOI]T cDclGEN/09cDc/cEN/1O

2 FIXING DFIAIL OF TMFFIC SIGNS cDa/eEN/11J cDc/cEN/12

cDc/cEN/135 MISCELLEANOUS DETAIL5 cDc/GEN/146 R,O.W MARKER DETA LS c00lGEN/1s

SCHEOULE OF ROAD SIGNS cDclGEN/16a SCHIDULE OF BOX CULVERT cDc/cEN/ t79 cDc/cEN/14

cDc/eEN/1s21 c1c/cEN/2o22 cDc/cEN/2123 TYPIO\L DEIAIL OF PIPE CI-ILVERT cDc/GEN/22

ELECTRIFICATION DMWING cDc/cEN/2s

PLAN AND PROFITES. No TITLE DRG.No .

PLAN & PROFILE sTA: 0+000 To O+r50PLAN & PROFILE STA O+J5O TO O+7OO

3 PLAN & PROFILE STA O+7OO TO 1+O5O

P|-AN & PROFTLE STIN 1+050 TO l+400

5 PLAN & PROFIf STA 1+400 TO 1+750

6 PIAN & PROFILE SIA: l+750 T0 2+100

PLAN & PROFILE SIA: 2+100 tO 2+450

PLAN r! PROFLE STAi 2+450 lO 2+600

PLAN & PRorlLE srA: 2+800 TO 3+ls0

l 0 PLAN & PROFILE STA 5+150 TO 3+5OO

11 PLAN & PROFILE STAj 3+500 TO 3+650

1 2 PLAN & PROFILE STA 3+850 TO 4+'OO

1 3 PTAN & PROFILE STA J+850 TO 4+2OO

PraN & PROFTLE StA: 4+200 TO 4+550

t 5 PLAN & PROFILE STA: 4+550 tO 4+900

16 PLAN & PROF]LE STA 4+9OO IO 5+250

PLAN & PRoFILE srA: 5+250 TO 5+600

1 a PLAN & PROFILE STA: 5+600 TO 5+950

PLAN & PROFILE STA 5+S5O TO 6+300

20 PIAN & PROFILE STA 6+300 TO 6+650

2 l PLAN & PROFILE SIA: 6+650 TO 7+000

22 PLAN & PROF]LE STAi 7+OOO TO 7+J5O

23 PLAN & PRoFILE srA: 7+350 TO 7+205.39

GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY

N]]A OFIICE OF GEOMETRIC DESION SPECIALISTCENIRAL DESIGN CELL

NATIONAL HICHWAY AUTHORITYISLAMAOAD

DOUBLE PHAITAK TO NAGSHAH CHOWKMULTAN

SHEET INDEX

tr:SR 'E'ffi{ir;;.i!i

GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HICHWAY AUTHORITY

NUA OFFICE OF OEOMETNIC OESGIN SPECIALISTCENTRAL DESEIN CELL

NATIONAL HIGHWAY AUTHORIIYISTAMABAD

DOUBLE PHA]TAK ]O NAGSHAH CHOWK

MULTAN

LOCATION PLAN

i!h!.d

jj..j.


NI]Att'

oaFrcE ot GEouETRtc oEsetN sPecaltsrCENTRAL DESOIN CELL

NATIONAL I]ICHWAY AUTHORITYISLAMABAD

DOUBLE PHATTAK TO NAGSHAH CHOWK

MULTAN

KEY PLAN

1, ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED.

2. EACH DRAWING SHALL BE READ IN CONJLINCTION WITH OTHERDRAWINCS, WHERE NECESSARY.

3. NOTES GIVEN ON DRAWINGS ADJACENT TO A SECTION OR DETAILPERTAIN TO THE PARTICULAR DRAWING OR AS SPECIFIED,

4. NO DIMENSION SHOULD BE MEASURED FROM THE DRAWINGS.

5, BEFORE STARTING PAVEMENT MARKING, CONTRACTOR SHALL SUBMITWORKINC DETAILS SHOWING EXACT LOCATION, TYPE ANDSIZE OF MARKING IOR APPROVAL OF ENGNEER.

6, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISIONS OFTR\IFIC D]VERSION WHERE REQUIRED ITS MAINTENANCE DIVERSION SIGNSAND ALL SAFETY MEASURIS DURINC THE CONSTRUCTION.

7. THE EMBANKMENT SLOPES SHALL BE TRIMMED AND DRESSED TO

DESIGN LINE AND DRA.INACE GALLERY SHALL BE DAY-LIGHTED

BEFORT OPENING ANY TRAFFIC ON THE NEWLY CONSTRUCTEDROAD.

8. ANY DAMAGE DONE TO THE UTILITIES DURING EXCAVATION,€XECUTIONOF WORK SHALL BE REPAIRED BY THB CONTRACTOR ATNO EXTRA COST TO THE EMPLOYER.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIVERSIONSOF WATER AT STRUCTURES LOCATIONS INCLUDING DYKES ANDTRENCHES ETC, WITHOUT ANY ADDITIONAL COST TO THE EMPLOYER.

IO. LOCATION OF UNDER GROUND CABLES SHOWN ON PLANSARE APPROXIMATE. EXACT LOCATION SHALL BE DETERMINBDBY

'THE CONTMCTOR AT NO EXTRA COST,TO THE EMPLOYER.

NOTES:l 1

12

l3

t7 .

is$t.'E$BFCIR T

l 4

, THE CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AS SHO\\l\I ON THE PLANS OR ASOTHERWISE ENCOUNTERED DURING CONSTRUCTION,

. ALL SUBSURFACE INFORMATION SHOWN ON THE DRAWINGS OR IN ANY OTHER WAY PRESENTSTHE RESULTS AND INTERPRETATION OF AN INVESTIGATION PROCRAMME CARRIED OUT SOLELY FORTHE PURPOSES OF STUDY AND DESIGN, SUCH INFORMATION IF INCLUDED IS SOLELY TOINDICATE THE INTENT OF THB DESIGN AND FOR THE CONVENIENCE OF THE CONTRACTOR. THEREIS NO WARRANTY THAT I]NFORESEEN CONDITIONS MAY NOT OCCUR OR THAT MATERIAL OTHERTHAN OR DIFFERENT FROM THOSE INDICATED MAY NOT OCCUR.

. THE ENGINEER MAY VARY THE CUT/FILL SLOPES, FOUNDATIONS AND OTHER FEATURES OF DESIGN,AS HE DEEMS NECESSARY WITH THE APPROVAL OF THE CLIENT, TO CONFORM TO THE SUBSURFACECONDITIONS ACTUALLY ENCOUNTERED DURING THE COURSE OF THE WORK. ANY SUCH CILA.NGE SHALLNOT ENTITLE THE CONTRACTOR TO ANY CLAIMS FOR EXTRA COMPENSATION.

. ALL SHOULDERS AND SLOPES ARE TO BE TRIMMED AND BLENDED TO MEET EXISTINGCONDITIONS AS DIRECTED BY THE ENGINEER. ALL AREAS DISTURBED BY THE CONSTRUCTIONSHALL BE GRADED AND FINISHED AS INDICATED ON THE TYPICAL SECTIONS OR DIRECTED BY THEENGINEER.

. THE ENGINEER SHALL DETERMINE IN TFIE FIELD THE FINAL LOCATION. AXIS ORIENTATION(OR DIRECTION OF FLOW) AND THE INVERT ELEVATIONS OI ALL STRUCTURES. THE ENGINEERMAY ALSO ADD DELETE OR ALTER SIZES OR TYPE OF THE STRUCTURES AS SHOWN ON THEPLANS WHERE IIE MAY DEEM NECESSARY WITH THts APPROVAL OF THE CLIENT. ANY SUCH CHANGESHALL NOT ENTITLE THE CONTRACTOR TO ANY CLAIMS FOR EXTRA COMPENSATION.

, TFIE ENGINEER SHALL DETERMINE IN THE FIELD THE DESIRABILITY OR OTHERWISE OF RIP RAPPROTECTION ALONG ROUTE. HB MAY ADD DELETE OR CHANGE THE TYPE OF PROTECTION ORTHE LENGTHS AS SHOWN ON THE PLANS WHERE HE MAY DEEM NECESSARY WITH THE APPROVAL OFTHE CLIENT, ANY SUCH CHANGE SHALL NOT BNTITLE THE CONTRACTOR TO ANY CLAIMSFOR EXTRA COMPENSATION.

l 6

I8 .

THE GII{NULAR MATERIAL PLATFORM SHALL BE USED (3Ocm M]NIMUM) INAREAS OF HICH WATER TABLE OR SLUSHY GROUNDS AS PER SITE CONDITIONSOR AS DIRTCTFD BY IHE |NGTNFI-R

UTILITY DUCTS OF 76OmN DIA SHALL BE PROVIDED AT A DISTANCE OF250m C/C.ALONG TFIE ROAD.

OOVERNMTNT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY

N]]A OFFICE O' GEOMETNIC DESIGN SPECIALISTCENTRAL DESICN CELL

NATIONAL HIGHWAY AUTHORIIYISLAMABAD


MULTAN

GENERAL NOTES

LEGEND OF SYMBOLS AND ABBREVATIONS

GROUNO LNE (EARTI'I)

GROUNO ]JNE (ROCK)

MINE

POTENIAL AUARRY AREA

POTENTIAL BoRRow ,iREA

BORE r.tOLE (ROAoWA'

BORc HOLE (STRUCTIRES)

TESI PIT

RIVER / NULTAH / NILL TORRENT

DEPRESSION

EM&ANKMEN'

SURVEY STATION

POINT OF ]NTERSECTION

CHAINAGE PO]NT

BU]LD]NO

PROPERry/OWNERSHIP BOUNDARY

CEI,IIER LINE OF PROPOSED ROAD

EXI'INO ROAD

BRIDGE

K-4

x-

-

CATCH A'SN

SUB_BASE COURSE

AG6REGATE B'€E COURSE

ASPMLT BASE COI]RSE

ASPIIALT WFIRING COURSE

CUI SLOPE

LIGHT POLE

TELEPHONE & TELEGMPH LINE

TREES

a

I

{w

:

-

r[rrITTTrTtr

o

4 S -

-@- o.)<)<)-

44S000

POINT OF INTERSECTION

COORDIMTE (NORII]ING)

cooRDrMTE (EASTINo)

PoNT Of NORIZONTAL CIRVA]URE

PO]NT OT HORIZONTAL TANOENCY

POINT OF HORIZONTAL INIERSECIION

TANEENT LENOH (M)

RAOIUS OF CIRCULAR CURVE (M)

LENGIH OF CIRCIJLAR CL]RVE (M)

LENGfi OF lrRTlOqL CUR\,€ (M)

EXTERMT SECqNT (M)

STATION

VERTICAL POINI OF CURVATURE

VEMBAL POINI OF IANCENCY

VERTICAL POINT OF IN1ERSECNON

ELEVATION

GRADE (Z)

SI-AB CULVEM

E

T

L

CI]RV€ LEN.

s

EL

sc

BRDGE

L

s

on

'--=t-:t>'./.

o(-f

t , t , t , t , l , l , l , l , ,I]TTITIIIITIITIII

A T s

BI

0+500

%

rrtrrtrFrrrrl

zzzzzzzzz

ovEMLL DECK WrDllr OF BRTDGE (M)

LENGTH OF STRIJCTURE {M}

DIAMF|ER OF PIPE CULITR-I (MM)


OFFICE OT 6EOMETSIC DESOIN SPECIALISTCEN1RAL DESGIN CELL

NATIONAL HIGHWAY AUTHORIryISLAI'AFAD

DOUBLE PHATIA( TO NAGSHAH CHOWK

MULTAN

LEGEND ANO SYMBOLS

t , t '?re reeiiilii-e^i! (^eii$ | l- ;13 fSlilii, T,:11%t"'1i

TYPICAL X-SECTION WITIi SERVICE LANES (URBAN AREA)(KM o+ooo - KM 2+600)

NEW CONSTRUCTION

TYPICAL X_SECTION WITH SERVICE LANES(KM 2+600 - KM 4+540)IMPROVED CONSTRUCTION

NOTES1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE,

TYPICAL X-SECTION WITH SERVICE LANES2.3.

PAVEMENT DESIGN SHALL BE FINALIZED UPON DEIAILEO DESIGN.OISMANTLING OF STRUCTURES (FOUNDATION) UP TO 1M DEPII & FORMATION OF EMBANWHERE REOUIRED '(KM 4+540 - KM 7+404.618)

IMPROVED CONSTRUCTION

(+\\q\

;gSUfrS F$R TH$*'r-'--


N]]A OFFICE OF GEO'IETRIC DESIGN SPECIALISTCENIRAL DESIGN CELL

NATIONAL HIGIWAY AUTHORITY]SLAVABAD

DOUELE PHA]]AK TO NAGSHAI1 CHO\IIKMULTAN

TYPICAL CROSS SECTION

TRAVERSESTATION

EASTING NORTHING ELEVATION

655495.0 l2 3073015 .558 121 .1642 6 55 703.33s 307 31 62 .19 4 121 .470

3 655999 .718 3073361.524 121 .1384 656262.030 3 07353 6 .466 121 .1685 656 67 6 .3 68 3073805.39 5 121 .612

6 656987.721 6074026.980 122.2307 657221 .7 46 307 417A.397 121 .4348 6 s7532.9 6 6 3074580.461 122.102I 657893.831 3074580.461 122.10210 65801 8 .41 3 3074529.147 122 .34411 658227.433 307 46s1 .872 122 .1 a61Z 658818 .673 307 4623.045 123 .990'13 659249.386 3D7 4620.577 122.643

14 659488.618 307 4602.397 122.847I J 659883.1 68 307 457 4 .723 122 .934l o 660122 .935 307 4562.37 0 122.67917 6 602 84 .5 3 9 3074566.627 122 .7 3918 6 60550.02 6 307 4545.31 3 122 .49919 650869 .1 48 3074531.686 123 .565

20 661 138 .071 307 4528.895 123 .24121 66 ' t 306.578 307 4522.376 123.20722 661434.241 3074509.891 123 .24723 661506 .619 3074505.88 6 123 .120

661721 .510 3074505. i 28 122.94525 661911 .669 30744A9.O52 122.40526 662023.046 307 4492.573 122 .445

27 662119 .927 307 4479.063 122.42028 662266.404 307 4475.7 35 123 .39629 6 625 59 .9 5 1 307 4455.436 131.380

TRAVERSE& BENCH MAR K DATA

GOVERNMENT OF PAKISTANMINIS]RY OF COMMUNICATIONSNA]IONAL HIGHWAY AUTHORITY

Nrl^ OF|ICE OF OEOMETRIC DESIGN SPECIALISTCEN]NAL DESIGN CELL

NATIONAL HIcHWAY AUIHORITYISIAIIABAD

DOTJBLE PHATTAK TO NAGSNAII CHOWK

MULTAN

^' TRAVERSE AND BENCHMARK DATA

uN. 2ol2 | (ar/tu/a1

STTTINGOUT DATA

TS UET}fOR.TEltt

PI

(#)

EASTING

(M)

NORTHING

(M)

BEARINGDEFLECTIONANGLE

\ uE- \ r , J

D]RECTIONANGLE

(LrlRr)

RADIUS(R)

(M)

TANGENT(T)

(M)

CURVELENGTH

(M)

EXTERNALDIST.

(M)

SUPER_ELEVATION

(%)

POINT OF CURVTURE (PC) POINT OF TANGENCY (PT)R.D

(v)

EASTING

(M)

NORTHING

($)

R.D

(14)

EASTING

(v)NORTHING

(M)

BOP J074463.565 662353 .811

3074467.472 662299.439 175.533 3.O45 LT 2000 53,775 147.524 o.723 0 x+ooo.737307 4463.614 662353.0710r108 .261307 447 4.202 662246.0a8

2 3074481.0J6 662191 .910 172.444 4.443 RT 1J18 .81354.607 10s .151 1 .1300 0 3+ 108 .261307 447 4.202 662246.O88o+217.4123074483.369 662137..53

3 3074514.600 661406.775 177.331 0 .J14 RT aooo 36.A40 73.680 0.085 0 l+91 ' 1 .817307 4513.O27661443.5420+985.4973074515.835661369 ,9s5

5074528.029 661006 .197 178.448 2.154 LT 2000 40.651 e.,.2s2 o.413 o 1+308.8083074526.667661046.826 1 +390.1003074531.O41660965.658

5 307 4533.496 660932.608 175.450 1 .493 RT 2080.692 J 3 . 1 4 1 66.277 o.264 0 1+3S0 .100307 4531.O41660S65.658 1+456.3773074534.898660899.496

6 307 4544.056 660588.645 177.343 1 .486 LT 2444.O35 3A.123 77.439 o.307 0 1+724.744307 4546.419 660627.333 1+446.2233074550.919660550.O28

7 307 +554.027 660508.097 175.45J9 2.243 RT 2000 42,046 84.07J o.442 0 1+890.3023074550.919660550.0281r890.302307 455.370 660466.073

8 3074565.766 660140.742 T 78 .101 0.403 LT 8000 47 .O7 3 94 .145 0 .119 0 2+168 .6863014564.263660187.8312+262.434307 4567.424 660093.754

I 3074587.OS5 659653.233 171 .294 0 .102 LT 30000 44.7 4A 49.494 o.oJ3 0 2+659.0253074585.13S659697.938 2+7 44.521307+589 .18465S608.534

1 0 307 461 1 .445 659132.204 177 .153 4.424 LT 800 32.900 65.762 0.676 o 3+192.4713074609.909659165.O643+254.233307 4615.6 /4 659099.577

t l 307 4624.754 659029.502 172.365 4.205 RT ao0 30.J54 60.679 0.576 0 3+298.541307 4620.456 659059.6043rJ59.220307 4626364 6 5 8 9 9 9 . 1 S O

12 3074640.051 658741 .516 176,574 1 .O75 RT 5000 43.335 98.666 a.243 0 3+567.922307 4631.4s5 654790.742 3+666.5893074641.6956586S2.208

] J 3074663.283 65AA44.577 178.053 31 .064 RT 725 201 .411 393.656 27 .564 o 4+112 .77 (3074656.560658246.576 4+506.426307 4564.426 657868.414

30774383.944657544.t 1'J 209 .120 3.442 RT 7000 232.490 464.809 3.859 o 4+644.69(307 4497.37C6577 47.721 5+109 .4993A7 4257.302 657349.806

3A74026.941 6 5 6 9 9 5 . 1 5 4 213.402 1 .OoJ RT 9000 l9.263 158 .519 0.349 0 5+453.13;307 4A7 0.1 1-7657061 .6255+61 1 .6583073982 .601659629.4s3

30731J1 .10 655667.74 214.O45 3 .153 RT 2400 6A.27 1 3 6 . 5 0 o .9 l 0 7+065.553073169 .281655724.32 / +242.45 3A730A9.7 47 655613 .407

EOP 3A73047.73 655610.76 217 .16

b,l*

;/

GOVERNMENT OF 9AKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY

NUA OFFICE OF GEOMETRIC OESICN SPECIALISTC'NTRAL DESIGN CELL

NATIONAL HIOHWAY AUTHORITYISLAMABAD

DOUBLE PHATTAK TO NAGSHAH CHOWKMUL-IAN

CURVE SETTING OUT DAIAdE.k' llrD 4c -tl.i a -h"",. l-"'.,",.,",.. | *"'

TABI,!_Irmm sDlr ror M'iNAm @! (s)

PI-{N OF 1TPICALSI'PERET,DVATION TRA}ISITIONS

PROFILE OT TYPICAL EDGSSUPENELEVATION TRANSITIONS

NOTES@

@ 2. ALL SUPER EL€VATON N UNITS PER FI]NORED (Z).

J. PRONLE OFAOE LINE (PGL) AND (PR) SIALL BE ASSHOWN N TNE TiAC\L

CONVENT]ONS FOR(') WHEN LEFT EDGE OF PAVEMENT OR SHOULOER, N THE DIRECTON OF TRAFFICIS LOWER TI]AN II]E RICHI EDCE.(+) V1HEN LEFT ED6E OF PAVEMENI OR SHOULOER, ]N THE OIRECTON OF TMFFIC.IS HCHER THAN IT]E RICHT EDCE.

EDOE PROFLES OF SUPER SHOULOERS SHALL BEFREE FROM ]RREGUTARITES. ROUNDNC AT PO NJS C, D & E STJALL BEACHIEVED L.]S NC A 20 MEIER MNIMUM VERTCAL CURVE,

TlE FoRMUI-AE USED oF NNER & oUTER TRs ARE As LTNDER

\ r LEN. O e roa r \N rF rDb f -s-ftioR- FAVEMENT

(ID. TENCTH OF TR

o

o

(I1). 'S, FACTOR IS ]A(EN AS PER TA8LE.I. JHE LENGTHS OF TRS ARE NDICAI€O ON PLAN& PROFLE ST]ErlS,

ELEVATION (S,E) IS RESTRICTEO IO A MAX]MUM OF 69.,

@

SECTIONS OT TYPICAI,

DISTRIBUTION OF SUPERILBVATION


NUA OFFICE OT CEOMETRIC DESION SFECIALISTCENTRAL DESION CELL

NATIONAL HICHWAY AUTHORIryDOUBLE PHATTAK IO NAGSHAH CHOWK

MULTAN

TYPIC L SUPERELEVATION

J^r.2or2 | coc/eer/oe

ALTERNATIVE I'ANELS FOR SIGNS

SIGNS SHOWN ON DRAWINGS

NOTE1)-IRAFIIC SICNS ARE EXTRACTED FROM

'MANUAL OI SICNS,S]CNALS & ITOAI)MARKING I]Y NTRC. ]ULY I!]39

2) r .oR co loR scHrMI o f IRAf f l c s rcNsPANLL l{Ltl l-RlNcli IO B|jNIADE TO "M,4NUAL OIJ SICNS. SIGNALS& ROAD MARKINCS" By Nlttc. JULY 1930.

UED FOt TENIIT *

l_\

CTT

Er r

GOVERNMENT OF PAKISTANM]NISTRY OF COMMUN CATIONSNATIONAL HIGHWAY AUTHOR]TY

NUA OFFICE OF GEOMETRIC OESCIN SPECIALSTCENTRAL OES6IN CELL

NATIONAL I ONWAY AUTNORITYISLA1JABAD

DOUBLE PHATTAK TO NACSHAN CHOWK'IYPICAL ROAD SIGNS

J trT]s t-i l

SECT. A_A

.CAIECOETI

I I T Iq+I

sxcT. B-E

CATXGORY 2

TfT ]3+LI

sEgt. c-c!Al!eOEI-,8a

.TfT_]il | 't r l

SBCT. D-DCAITCORY 3a

-I f t6 # lLI

sEcT. !-!CATTCORY 3b

f a t t

l l

SBCT. F-FCATXCORY 3c

NOTE:FOR LATERAL CLEARANCE OF TRAFFC SGNS REFERIO "MANUAL OF SICNS, SICNALS & ROADMARKINCS" BY NTRC, JULY ]939.

GOVERNMENT OF PAKISTANMIN STRY OF COMMUNICATIONSNATIONAL HICHWAY AUTHORITY

Nr-.la OFFICE OF CEOMETRIC DESGIN SPECALISTCENIRAL DESOIN CELL

NATIONAL N GHWAY AUTNORITY]SLAMABAO

DOUBLE PHATTAK TO NAGSHAN CHO\IK

MULTAN

TYPICAL SIEN PLACINGAND FOUNDATION DETAILS

J^{. 2oi2 | coc/G'r/tl

l*t-l

LANE I]NE_WHITE( 1 1 )

STOP LINE WHITE(15)

AT INTERSECTION ACROSS PAVEMENTe -

PEDESTRIAN CROSS]NGS _ WHITE

l : - t r r l l

CONTINUOUS EDGE LINE - YEIIOW(12)

AT EDGE OF PAVEMENT OF ROAD

TMNWERSE YIELD LINE WHITE(16)

AT INTERSECTONS ACROSS PAVEMENI IN THE SqMEPOSITION AS STOP LINE TO IND]CATE GJVE WAY

!+ r*1DASHED LINE WHIIE

AT SEPARATION OF THROUGH LANE FROM

ACCELEMT]ON / DECELEMTION LANE

DOTIED LINE WHITE

(14)

FOR DEFINING VEHICLE PATHS WITH N INTERSEC]IONS


OF'ICE OF GEOI'ETRIC DESGIN SPECIALISTCEN1RAL DESGIN CELL

NA]IONAL IIOHWAY AUTIORITYISLAMABAD

DOUBLE PHATTAK TO NAGSHAH CHOWKVULTAN

ROAD MARKING _ I

DIRECTION

DIVERGING TRAFFIC

-r 0.724 0,724

FENTRANCE NOSE DFIAILEXIT NOSE DFIAIL

, +$-1 I f.-8:ft-&(e. +'; r-\t7 TWO WAY TRAFFIC

CHEVRON

.+r^ li l

2.000

MERGING HATCH]NC DTAIL

- i : . r , 'EF?

?h----%


NUA OFFICE OF GEOMETRE D'SGIN SPECIALISTCENTRAL D'SGIN CELL

NATIONAL HIGIWAY AUTHORITYISLAMABAD

DOUSLE PHATTAK TO NAGSHAH CHOWKMULTAN

ROAD MARKING - 2

RETNFORCED 3 J\NU) S tsEL

DELINEATOR I,OCATION DETAIL DtrLINEATOR DETAIL

DTTI\IL O[ T.C.C KERB STONE

;5stjfr$ FGn'TENffi*'i''

SIDE ELEVATION

GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORI-TY

Nt]+ OF'ICE OF GTOMETRIC DESGIN SFECIAIISTCENTRAL DESGIN CELL

NAIIONAL IIGIWAY AUTHORITYISI.AMABAD

DOUBLE PHATTAK TO NAGSIIAN CHOWI(MUlTAN

MISCELLANEOUS DETAILS

d-TdnN---. " . " , , I cDc/c r { / t1

t--

N.G.L

PLAN

CLASS CONCRETE

NOTES

1. ALL DIMENSIONS IN MILLIMETERS UNLESS OTHLRWISE NOTED,

2. CENTBR TO CENTER DISTANCE SHOULD BE 2OOM.R.O.W,/MARKER

SHOULD BE RBFERRED TO TOPOGIdA,PHICAL PLANS.

3. R.O.W. MARK€R TO BE PLACED ON BOTH SIDDS OF CARzuAGEWAY.4. TIIE EXPOSED POSITION OF MARKER TO BE PAINTED IN YELLOW.

5, ROW & NHA TO BI DNGRAVED ON TIIE INNER FACE OF THE MARKER.6, OUTER FACE TO BE PAINTED IN BLUE.

LEAN CONCRETE AS PER

7. BACKFILL TO BE COMPACTED AS PER THE SPECIFICATION FOR

BACKFILL AROUND STRUCTURE,

SITE REQUIRMENT

ELEVATION

. i . .


NUA OFFICE OF GEOMETRIC DESGIN SPICIAI.ISTCENTRAL DESGIN CELL

NATIONAL HIGHWAY AUTHORIryJSIAIIABAD


MULIAN

R.O.W MARKER

S.NO. STATION TYPE OFSIG N SIDE

0+025 GANTRYS]GN

2 0+050 R-25b LEFT

3 0+050 R-25b RIGHT

4 0+700 w-29 LEFT

5 0+490 R]GHT

1 + 1 1 0 LEFT

7 1+400 t - 1 LEFT

1+600 t - l RIGHT9 1+975 J - 1 LEFTt 0 2+175 t - 1 RIGHT

1 1 2+425 v,t-29 LEFTt 2 2+6oo w-29 RIGHT

2+600 W-25o LEFT1 4 2+600 w-25b RIGHT

l 5 3+040 LEFT3+260 RIGHT

1 / 3+450 t - 1 LEFT

t a 3+650 t - 1 RIGHT

t 9 4+OO0 LEFI

20 4+400 t - l LEFT

2 1 4+500 t - l RIGHT22 4+525 R-25o LEFT

23 4+525 R-25o RIGHT

24 4+550 R GHT

25 4+690 w-34 LEFT

26 4 + 9 t O w-34 R]GHT

27 5+350 t - l RIGHT

2a 5+690 LEFT

29 5 + 9 1 0 RIGHT

30 7+00 R-25b LEFT

7+00 R-250 RIGHT

32 7+350 GANTRY SIGN

SCHEDULEOF ROAD SIGNS

ESSUED TON TENE}g!I

GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNA]IONAL H]GHWAY AUTHORITY

Nl.lA' t .OFFICE OI GEOMETRIC DESIGN SPECIALISI

CENTRAL DESIGN CELLNATIONAL HIGHWAY AUTHORIry

ISLAMABAD


MUlTAN

SCHEDULE OF iOAD SIGNS

SCHEDULEOF BOX CUTVERT

Sr.No.

Chainage(Km)

Type ofCulvert

Size(m)

SkewAngle(Deg.)

InvertLevel(m)

FRL\m/

TotalLength\m/

Remarks

1 3+588 BC 2(2x1.2) I IOLF 121.98 123.82 40.00

z 5+483 BC 0 00 122.70 123.91 41.50

5+753 ttL 0 0" tzt.T0 T23.TT 41.50

4 6+927 BC 0 0" 12t.20 123.t9 42.00


Nrh OFFICE OF GEOMETRIC DESGIN SPECIAIISTCENTRAL DESGIN CEII

NATIONAT HIGHWAY AUTHORIfiISLAMABAD

DOUBLE PHATIAK IO NAGSI'iAH CHOWK

VULIAN

SCHEDULE OF BOX CUTVERTS

DRAIN NOADOPTED

WIDTH 'B' (m)ADOPTED

DEPTH 'D' (m) SLOPE 1/SLOPE

D1 0.50 0.60 0.00074 1355D2 0.50 1 .10 0.00087 1153D3 0.50 1.30 0.00056 1801

D10.50mx0.60m

SECTION OF DRAINUNDER FOOTPATH

D10.50mx0.60m

SECTION OF DRAINUNDER ROAD

E$ TJET} TON.TENE}LiI

d"qtlri

GOVERNMENT OF PAK]STANVINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY

NT]A OFFICE OF CEOMETRIC DESIGN SPECIALISTCENTRAL DESIBN CELL

NATION^L HIGHWAY AUTHORITYISLAMABAD

DOUBLE PHATTAK TO NAGSHAH CHOWKMUL'AN

STORMWATER DRAIN PLANAND REINFDETAILS

SECTION /A-- \tTYP, RE NFORCEI\4ENT DETAIL TYP. RE NFORCEI\,4ENT DETAILOF INLET CHAI,4BER OF STORM WATER DRAIN

5

6

PLAN AT OPENINGsECloN 16.{8rD BArGs*- - r,

8!3!-vlE-WBROKEN CURB LINE

i

9

i

3

GOVERNMENT OF PAKISTANMINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHOR]TY

NUA OFFICE OF CEOMETRIC D'SICN SPECIALISTCENTRAL DESIGN CELI

NATIONAL HIGHWAY AUTHORITYISLAIIASAD

DOUBLE PHA'TTAK TO NAGSHAH CHOIYKMULTAN

STORM WAT'i DRAINPIAN, SECTIONS T REINF. DEIAILS

rT INLfI CHAMSER-':^"",.1**."-"",,

sEs!.9!.qG9!.aEEIESNENSI9Iq

llNsEalggle4E

!tu!!.819!9_aLry!EA!!EE9NrE!A\

rlet94!-e!4!-pLEs9E4n!

l " * l ,-------1194-l

ru.qA!_EEtreE1Eu!!]!I-Bq9-eE4 -TYPICAL SECIION OF CtsANML

UNDER CARRLAGEIIAY

TYPLCAL REIFORCEMENT OF RCC ORAIN 03 lSSUCry F0ft TENt!*'i"

I*u\-#


OFFICE OF GEOMETRIC DESIGN SPECIALISTCENTRAL DESION CELL

NATIONAL HIGH{/AY AUIHON|iYISLAMABAD

DOUBLE PIIAITAX TO NAGSHAH CHOWKMULTAN

* yoax urn DRAIN sEcroN.AND REINFORCEMENT DFTAILS.

COh/MON BACKF LL

FOR D2.D3 & D4UNDER ROAD

UNDER FOOTPATH

-l

==l

l,;.1

D10.50mxo.60m

SECT]ON OF DRAINUNDER FOOTPATH

His,D1

0.50mx0.60m:CTION OF DR,UNDER ROAD

' r , , l : , , .Li j ,

DRAIN NOADOPTED

WIDTH 'B' (m)ADOPTED

DEPTH 'D' (m) SLOPE 1/SLOPE

D1 0.50 0.60 0.00074 1355D2 0.50 1 .10 0.00087 1353D3 0.s0 1.30 0.00056 1801

\

j

GOVERNMENT OF PAKISTANMINISTRY OT COMMUNICATIONSNATIONAL IIIGHWAY AUTHORITY

N]]A OFFICE OF GEOVETRIC DESION SPECIALISTCENTRAL DESIGN CELL

NATIONAL HIGHWAY AUTHORIryISLAMABAD

DOUBLE PHATIAK TO NAGSHAH CHOWKMULTAN

-" sroRM WATER DRAINSECTION & REINF.DETAILS

6tNERAL DEF NT ONS

----;;;;.-";;-

SECT|ON B_B

S N6LT PIPE TULVERT

PLAN

SECTION A'A

]RENtH DETAILSSINCLE P PE TULVERTPOSIT]VE PROJEIT]ON

LlNDlNc CON| i5onin Tlllcl(]

ELEVATION

TRENCH DETAILSS N6LE P]PI CULVERINECATIVE PRO]EITION +l

HEAD WALL PLAN E

IS qJqS FORTENBIE$


OFFICE OF GEOIIE'RIC DESIGN SPECIALISTCENTRAL DESIEN CELL

NATIONAL I]IGI]WAY AUTHORITYlSLAlilABA0

DOUBLE PHATTAK TO NAGSHAH CHOWKMULTAN

WPICAL DETAIL OF PIPE CUTVERT

GOVERNMENT OF PAKISTAN MINISTRY OF COMMUNICATIONS...

Documents

Transcript of GOVERNMENT OF PAKISTAN MINISTRY OF COMMUNICATIONS...