Dera Murad Jamali Bypass on National Highway N-65 – Tender Drawings

Project Title: Dera Murad Jamali Bypass on National Highway N-65 – Tender Drawings

Description:
This project involves the preparation of tender drawings and documentation for the construction of the Dera Murad Jamali Bypass along National Highway N-65. The bypass is designed to improve traffic flow, reduce congestion within the city area, and enhance road safety for long-distance and local traffic.

The scope of work included the development of detailed alignment plans, typical cross sections, culverts, drainage structures, pavement design layouts, and road signage details according to NHA design standards. The drawings were prepared to ensure compliance with National Highway Authority (NHA) specifications and tender requirements for bidding purposes.
Key Components:

Road alignment and profile design

Pavement layers and material specifications

Structural and hydraulic details (culverts, drains, retaining structures)

Road safety features and signage

Quantity estimation and BOQ alignment with drawings

Objective:
To provide accurate and comprehensive tender drawings facilitating fair and competitive bidding for the construction of a high-quality, durable, and safe bypass route around Dera Murad Jamali city.

1. 2.- f)q)
NATIONAL HIGHWAY AUTHORITY
MINISTRY OF COMMUNICATIONS
GOVERNMENT OF PAKISTAN
DERA MUR/AD JAMALI BYPASS
NATIONAL HIGHWAY N.65
TENDER DRAWINGS
ON
I
JULY 2O2O

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
O
I
LIST OFDRAWINGS

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DERA MURAD JAMALI BYPASS ON NATIONAL HIGHWAY N-65
LIST OF DRAWINGS
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Sr#Description Drawing No.
0List of Drawings NHA/rD/sucEN/1A001
1General Drawings
General Notes NHA/rD/s1,/GEN/1A002
Key Plan N HA/TDls1lGEN/1Aoo3
Location Map N HAr[D/s1lGEN/1Aoo4
Symbols a nd Abbrevations N HAr[D/s1lGEN/1Aoos
List of Traverse Points & Bench Marks N HA/rD/s 1/G E N/1Aoo6
2Typical Cross Sections
Main Carriageway NHA/TD/st/GEN/1A007
3Typical Superelevation Details
Suoerelevation Data NH A/T D / s\/G E N/1A008-8a
4Traffic Signage
Traffic Signs N HA/TD/s 1/GE N/lAooea-eb
Lettering Details for Directional Signs N HArrD/s1lGEN/1Ao10
Typical Placment of Road Signs N HAlTDlsIlG EN/1A01La -11b
Road Sien Fixation Details NH AlT D / s1, lG E N/1A0 12a - 1 2c
Details for Overhead / Gantrv Sisns NHA/TD / st/G E N/1A0 13a -13e
Signage Plan NH AlTD / sr/G E N/1A0 14a-14h
5Drainage & Erosion Protection
Concrete Chutes N HA/TD/51/GEN/1A015a-15b
Typical Embankment & Culvert Protection Details N HAlTDls1lcEN/1A016a-16b
6Miscellaneous Details
Guard Rail NH AlTD I sLlG E N/1Ao17a-17b
Reflectors/Studs & Delinaeators NHA/TDlst"/GEN/1A018
Details of Service Ducts NHAITD/st/GEN/1A01e
Curb, Side Walk & Edge Barrier Details NHA/rDls1lGEN/1A020
Pavement Marking NHA/TD/s1lGEN/1A021a
7Intersection Design NH A/T D / suG E N/1A02 2 a -22b-22c
8Plan & Profile
Main Carriageway N HA/TD/s1lP-Plo1-r"6
oSchedule of Structures
Schedule of Structures NHA/rD/sL/SS/1A001
Sr#Description Drawing No.
10Bridge Over Put Feeder Canal
List of Drawing 78A4/LD-O1
General Notes 1804/GN-00r-
General Arrangement t8o4/LAl
Typical Cross Section 1,804/LAz
Abutment r8o4/LA3
Pier Transom 1804/IA4
P-C. Girder !8O4/LOs
Deck Slab L804/tO6
Abutment & Abutment Pile tBo4/201
Pier Transom & Pier Pile tgoL/2O2
P.C. Girder t804/2A3
Deck Slab 1,804/ZA4
Diaphragm 7804/20s
Layout Plan of Spurs NHA/TD/suSTR/O1
Details of Sours N HA/TDls1l5TR/01a
11Culverts
List of Drawings 1804-CUL-LD-01
General Notes 1804-GN-01
Culverts Gene ra I Arra nge ment a nd Rei nforce ment 1804-CUL-101 to 105
L2Subway
Subway General Arra ngement NHA/rD/s1lswoo1
Subway Typical Details & Section NHA/rDls1lswoo2
Subway Wing Wall and Approach Slab NHA/rDls1lswoo3
Subway Rei nforcement Details NHA/rDls1lSW004
13Cattle Creen
Subway General Arra ngement NHA/rDls1lCC/OO7
Subway Typical Details & Section NHA/rD/sL/CC/0o2
Subway Wing Wall and Approach Slab NHA/rDls1lCCl003
Subway Reinforcement Details NHA/rD/sL/CCl0O4
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I{ATIONAL HIGHWAY N.55
TITIT
LIST OF DRAWINGS
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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
1
I
GENERALDRAWINGS

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GENERAL NOTES
1. GENEML SPECIFICATIONS OF NATIONAL HIGHWAYAUTHORIry 1S98 TO BE FOLLOWED
2. ALL DIMENSIONS SHOWN ON PLAN & PROFILE DMWINGS ARE IN METERS.
3. ALL ANGULAR MEASUREI\,IENTS ARE IN DEGREES, l\4INUTES AND SECONDS (360' TO A CIRCLE).
4. EACH DMWING SHALL BE READ IN CONJUNCTION WITH OTHER DMWINGS.
5. CO.oRDINATES FOR SURVEY WERE REFERENCED IO THE SURVEY OF PMISTAN {SOP) BENCHMARKS LOCATED ALONG THE PROJECT
AND TOPOGRAPHY REPRESENT CONDITIONS AT THE TIME OF SURVEY i.o FEBRUARY 2017.
6. NOTES GIVEN ON DRAWNGS ADJACENT TO ASECTION PERTAIN TO THE PARTICULAR DETAIL.
7. LOCAL CHANGES IN HORIZONTAWERTICAL ALIGNMENT MAY BE DONE WITH PRIOR APPROVAL OF THE ENGINEERAS PER SITE REOUIREMENTS.
8. STRUCTURES SHOWN ON PLAN/PROFILE ARE SYMBOLIC. FOR DETAIL OF STRUCTURES AND PROTECTION WORKS SEE RELEVANT DMWINGS.
9. FOR PAVEMENT MARKING AND ROAD SIGNS. GONTRACTOR SHALL FOLLOW SIGNAGE PLAN PROVIDED BY CONSULTANTAND AS PER APPROVAL OF THE ENGINEER.
10. LOCATION OF UNDER GROUND CABLES/UTILITIES SHOWN ON PLANS ARE APPROXIIIIATE. EMCT LOCATION SHALL BE DETERMINED BYTHE CONTRACTORAT HIS OWN COST.
'11,
ANY DAMAGE DONE TO THE UTILITIES DURING EXCAVATION/EXECUTION OF WORK SHALL BE II\4MEDIAIELY REPAIRED TO THE SATISFACTION OF CONCERNED AGENCY BY
THE CONTMCTOR AI HIS OWN COST.
12. THE ENGINEER I\4AY VARY THE CUT SLOPES, FOUNDATIONS AND OTHER FEATURES OF DESIGN AS DEEMED NECESSARY TO CONFORM TO THE VARYING SITE CONDITIONS
DURING THE EXECUTION OF WORK OR AS MAY BE DISCOVERED FROM THE STAKE OUT SURVEY. ALL SUCH CHANGES SHALL BE GOVERNED BY THE RELEVANT CONTRACT CONDITIONS.
13. THE LENGTHS, SLOPES ANO INVERT LEVELS OF CULVERTS, AS SHOWN IN SCHEDULE OF STRUCTURES ARE TENTATIVE. THE CONTMCTOR SHALL PREPARE SHOP DRAWINGS
AT EACH CULVERT LOCATION AND SHALL SUBIVIIT FOR APPROVAL TO THE ENGINEER PRIOR TO CONSTRUCTION.
14. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT ALL TEMPOMRY TMFFIC DIVERSIONS BEFORE START OF CONSTRUCTION OF THE ROAD TO THE SATISFACTION OF
ENGINEER INCLUDING DETOUR ROAD AND ITS IVIAINT-ENANCE, SPRINKLING OF WATER, GRADING AND COI\4PACTION AS PER DIVERSION PLAN PROVIDED BY CONSULTANT AT HIS OWN COST.
15. RETAININGIBREAST/PARAPET WALLS, GUARD MILS, CONCRETE KERB STONES, FOOTPATHS, REFLECTIVE I\4IRRORS, PAVEMENT STUDS AND OTHER ANCILLARY ITEMS SHALL BE
PROVIDED AS PER DRAWINGS ORAS DIRECTED BY THE ENGINEER.
16. ANY ADJUSTI\,{ENT IN LAYOUT / LEVELS OF BRIDGES THAT MAY BE REQUIRED AT SITE, SHALL BE MADE AS PER THE INSTRUCTIONS OF THE ENGINEER.
17. WATER COURSES LINED OR UNLINED, WITHIN THE R.O.W. LIMITS SHALL BE RELOCATED BY THE CONTMCTOR AS PER SITE REQUIREMENTS AND DIRECTIONS OF THE ENGINEER,
18. EACH ITEM OF DJSIVIANTLEO IVIATERIAL FROIVI THE EXISTING ROAD SHALL BE AND MEASURED SEPARATELY IN CASE BASE MATERIAL FALLS OUT OF THE SPECIFICATION LIMITS,
IT SHALL BE MIXED AND REUSED IN THE PROJECT, OTHERWISE IT SHOULD BE HANDED OVER TO NHA AUTHORITIES BY THE CONTMCTOR.
19. SUBGRADE MATERIAL SHALL HAVE A MINIIUUM CBR OF 8% AT 95% M.D.D AASHTO T.180.
20. EMBANKMENT MATERIAL SHALL HAVE A MINlMUlvl CBR OF 8% AI95% l\,l.D.D AASHTO T-180. ZONES BELOW SUBGMDE SHALL BE CO|\4PACTED AS GIVEN lN THE SPECIFICATIONS.
21. THE EXISTING ASPHALTIC SURFACE WILL BE SCARIFIED TO THE DEPTH AND WIDIH AS REQUIRED/APPROVED BY THE ENGINEER AFTER SCARIFICATION, THE EXISTING
PAVEMENT STRUCTURE/MATERIAL SHALL BE PLOUGHED AND COI\,IPACTED UNDER ITEM .RE(REUSE OF EXISTING PAVEMENT IMATERIAL AS SUBBASE) AND IN LINE WITH THE GENEML
SPECIFICATION AND TO THE SATISFACTION OF THE ENGINEER
22. IF THE DIFFERENCE OF LEVELS BETWEEN THE PROPOSED P.G.L AND TOP OF EXISTING ROAD IS LESS THAN THE THICKNESS OF PAVEMENT (ASPHALT, AGGREGATE BASE
& SUBBASE). THE EXISTING ROAD WILL BE EXCAVATED TO A LEVEL SO THAT FULL THICKNESS OF PAVEMENT CAN BE LAID. EXPOSED SUBGMDE SHALL CONFORM
TO THE REQUIREIIIENTS OF SPECIFICATIONS OF ROAD IN CUT.
23, IHE CONTMCTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION OF TEMPOMRY ROAD WORKS FOR TRAFFIC DIVERSION (ITEM 705) CONTROL PROTECTION OF TRAFFIC (ITEM 706) & PROVIDING
& INSTALLING 2 NOS. PROJECT SIGN BOARDS (ITEI\4 711} OF GENERAL SPECIFICATIONS AS PER DIVERSION PLAN PROVIDED BY CONSULTANT AT HIS OWN COST. NO SEPAMTE PAYIVIENTS SHALL
BE IIIADE AGAINST THESE ITEI\,{S.
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GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICA
NATIONAL HIGHVITAY AUTH ASIFALI &ASSOCIATES TURKPAK TNTERNATIONAL A. A. ASSOCIATES
(Pw.) r-TD. (pw.) LrD.
TuykTak DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHIA'AY N-65
GENERAL NOTES
DATE
MAY 2O2O
Dl,t/G. NO.
NHA/TD/51 /GEN/1 AO02

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* _.:..._-,;-c..__1
TEIjli{l:SlrtVdiri:.i i
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ASIFALI &ASSOCIATES TURKPAKINTERNATIONAL
(PW.) LTD. (PW.) LTD,
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY

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LEGEl\D ABBREVIATIONS
ELECTRIC POLE A
T
MOSQUE
A ARFA
AIIG. AUCNMENT
B BREADIH
BC BOX CULVERT
B.M BENCH MARK
BOP BECINNING OF PROJECT
C CHORD LENGTH
C.B.R CAUFORNIA BEARING RATIO
C/C CENTER TO CENIER
CHD. CHECKED
C/I.Q CENTER UNE
c\/cm CENTMETER
CONC. CONCREIE
coNsTJT CoNSTRUCT|ONJO|NT
CS CURVE TO SPIML
CUL CULVERT
cu m CUBIC MEIER
CURVE LEN VERTICAL CURVE I,fNGIH
DC DEPTH OF CIJT
Do DEGREE OF cURvE (8Y ARc)
Dc DEGREE OF CUR/E (F/ CHORO)
DEG DEGREE
DlA. Dli{l,lEIER
OIM. DIMENSION
D/S Do|VNSIREA^,!
D S.T OOUELE SURFACE 1REATUENT
DRG. DRAWINC
E EASTTNG , EASr , DflERMT- DTSTANCE (SH|FI)
Er..Fv./EL EITVATTON
EOP END OF PROJECT
EXPFI EXPANSION JOINT
G.I GALVANIZED IRON
H/HOR. HORTZONTAL
H.T/LT HIGH TENSION,/LOW TENSION
HF HEIGHT OF FILL
HFL HIGH FLOOD LE\EL
HWY. HIGHWAY
t DEFL€CTTON ANGr.r (HORTZONTAL CURVE)
lc CIRCULAR DEFTECTION ANG1I
I.L IIWERT I.TVEL
K SMooTHNESS FACTOR (rN CASE OF VERTICAL CUR1r'E)
K9. KILoGRAM
KM/Kn KILOMEIER
L LENGTH OF HORIZONIAL CURVE/SPIRAL
mm
N.S.L
N
NO
N.T.S
P
PC
P.C.
PGL
P.t.
PI
PR
PT
R
R.C
REINF.
REV.
RHS.
R-O.Y{-
RT.
R/w
RWC
s
SE
S.B.P
sFil._D
sq.m
S.T.
st
srAlsrA
STRUCT
SUPEREL
S'WALK
T
TS
T.S.T
TAN.
IH
TR
TYP.
u/s
VAR.
VER.
VPC
VPI
VPT
w.
W.B.M
wc
X
Y
LP
HP
MII..IIMEIER
NAruML SURFACE I,.EVEL (E.G,L)
NORIHINC. NORIII
NUMEER
NOT TO SCAIf
OFFSET OF TANGENT LINE TO PC OF SHIFTED CIRCTI CUR1r'E
POINT OF HORIZONTAL CURVATURE (START OF HORIZONTAL CURVE)
REINFORCED CONCRETE PIPE CULVERT
PROFILE GRADE UNE
PI.ASICTTT INDD(
POINT OF HORIZONTAL INIERSECIION
POINT OF ROTAIION
POIITIT OF HORIZONTAL TANGENCI (B.IO OF HORIZONTAL CURVE)
KARAIZ
TRAVERSE POINT
TREES
TELEPHONE POLE
TUBE WELL
WATER PONO
o BENCH MARK ffir
GMVEYARD
@*
o
GRIO NORTH
il
RAOIUS OF HORIZONTAL CURVE
REINFORCEO CONCREIE
REINFORCEMENT
REvlSION
RIGHT HAND SIDE
RIGHT OF WAY
RIGHT
RETAINING WAI.L
RELOCAIED WAIER COURSE
SLOPE GRADIENT (PERCENf)
SUPERELE'ATION
SHOULDER BREAK POINT
SI.AE CULVERT
SPIRAL TO CURYE. SLAB CULVERT
SHOUT.DER
SOIJARE HEIER
SHORT TANGENT
SPIRAL TO TANGENT
sTAnoN (oHATMCE)
STRUCTURE
SUPERELEVATION
SIDE WALK
TANGEI,TT LENGTH OF HORIZONTAL CTJRVE
TANGENT TO SPIRAL
TRIPPTf SURFACE TREAruENT
HOUSE
tl
ll
CIRCULAR CURVE PARAMEIERS
BUILDING
FIELD
vv
vvv
vvv
CAUSEWAY
TAT.ICENT
THICKNESS
1RANSMON
TYPICAL
UPSTREAil
VERTICAL
VARIABLE
VERIFIED
VERTICAL POINT OF CURr'ATURE (START OF VERTICAL CUR\E)
VERTICAL POINT OF INTERSECTION OF PROFII..E GRADE.
VERTICAL POINT OF TANGENCY (S.IO OF VEFIICAL CURVE)
WEST. WIDTH OF ROADWAY
WAIER EOUND MACADAM
IVAIER COURSE
DISTANCE, PERPENOICULAR TO THE TANGENT, FROM EECINNING TO THE ENO OF SPIRAL
DISTANCE, PERPENOICULAR TO THE TANGENT, MOM EECINNING TO THE END OF SPIRAL
SKEW ANGLE
LOW POINT
HIGH POINT
NULLAH
BOX CULVERT :
LIN M
LHS.
LT.
LT.
M/m
M
MAX.
M.H
MIN.
LINEAR MEIER
LEFT HAND SIDE
IFfr
LONG TANGENT
METER
MIDDLE ORDINAIE
MAXIMUM
MAN HOLE
MINIMUM
fiilill
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rrtr tn GOVERNMENT OF PAKISTAN
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MINISTRY oF coMMUNrcATroNs
f*. NATToNAL HrcHwAY AUTHoRTTYASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL
(PW.) LTD. (PW.) LTD.
Turk?ah!
DATE
MAY 2O2O

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LIST OF TRAVERSE POINTS AND BENCH MARKS
DERA MURAD JAMALI BYPASS
i*- ;1i;ii't
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B.M NO. NORTHING (m) EASTING (m) ELEVATION
B.M-01 3t60063.032 422296.42 69.021
B.M-02
3160160.936 42220t.t49 68.716
B.M-03
3 158187.069 4209s9.02r 67.667
B.M-04
31581 17 .054 4208s3.293 67.584
B.M-05 3r56356.424 421638.98 63.692
B.M-06 3ts3973.846 423322.383 63.978
B.M-07 3r5336t.217 426757.381 63.853
B.M-08 3rs34s4.856 426762.603 64.095
Fj;I*--.:u)
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TURKPAK INTIRNATIONALASIF ALI & ASSOCIATES
(PW.) Lro.
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY NATIONAL HIGHWAY N-65
rrrLE
Lrsr oF TRAVERSE porNTs &
BENCH MARKS
DWG. NO.
NHA/rD/s1/GEN / 1Aoo5

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
2 r TYPICAL X.SECTIONS

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FUTURE EKTENSION
2nd CARRIAGEWAY
RrcHT OF WAY (ROW)
0.5m
c.L
RouNotNG __^
.IREATED
TREATED
| :RFATED
n E-

-,,JULDER
PAVEMENT
SHOULDER pAVEhirtENT SHOULDER
/-
v'cm
' -l - ' - | -, t
'
I
| | 3.00 I 7.Jm (2xs.6s) | g.oo l 7.sm (*x3.6b) | s.oo I I
ROUNDING
O.Sm ROUNDING _-'
rt-r
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2%i
GRASSING
SEE NOTE
-
ASPHALT CONCRFTE WEARING COURSE (50MM)
ASPHALT CONCREIE BASE COURSE (80MM)
TRIPLE SURFACE TREATMENI (TST)
AGGREGATE BASE couRsr (soouu)
GRANUT.AR SUB-BASE (38OMM)
SUBGMDE (MIN. CBR 8%)
AGGREGATE BASE COURSE (3ooMM)
GMNUI-AR SUB-BASE (25oMM)
SUBGMDE (MtN. cBR B%)
f{}
- OTHERWISE GUARD RAIL SHALL BE PROVIDED WHERE HEIGHT OF EMBANKMENT IS
MORE THAN 3M.
- GMSSING SHAII BE PROVIDED AT EMBANKMENT SLOPE.
r.iitn GOVERNMENT OF PAKISTAN
"Y MINISTRY oF coMMUNrcATroNs
,5.h,, NATToNAL HrcHWAy AUTHoRrry
lfE rN
E
:orrurvrnrune
F:r5Fl wrrH
ASIF ALI & ASSJCIATES
&
TURKPAK INTERNATIONAL
(PW.) LTD.
04
DRAWN
DERA MURAD JAMALI BYPASS
rrrLE
ryprcAl cRoss-sEcrroN
MAIN CARRIAGE\JIIAY
STAGE I: 2 LANES
SCALE
03 JUBMITTEI
r'
o2 {ECOMMENDET
ON
NATIONAL HIGHWAY N-650t :HD,/VER, DATE
MAY 2O2O
DWG. NO.
NHA/TO/51/GEN/1A007
SHEET NO.
REV.DAT€ I DESCRIPTION APPROVED APPROVEO
I

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
3I SUPERELEVATION DATA

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SUPERELEVATION DATA
(*NORMAL CROWNI
X'
-
;i"itl.t-ii i.ru'iili;ri{l;
Sr. No PI
Curve
Radius
Design
Speed
Super
Elevation
Super
Elevation
Runoff
(1.)
Tangent
Runout
(1,)
Direction
Transition
Length
Tp=L.+1,
Runoff
Length in
Tangent
Runoff
Length in
Curve
LUrve Lnalnage l ransluon at Entrance
PC PT
Start
of Runout
End of
Runout &
Start of
Runoff
End of
Runoff
Start of
Runoff
End of
Runoff &
start of
Runout
End of
Runout
(m) Km/h
o/
m (m) (m)
RIGHT/
LEFT
(m) (m) (m) STAGE-ASTAGE-BSTAGE-ESTAGE-ESTAGE-BSTAGE-A
MAIN CARRIAGEWAY: DERA MURAD JAJVIALI BYPASS (BOP 0+000)
1 1+014.78 1700 100 2.80 25.00 20.00 RIGHT 45.00 15.0 10.0 A+175.271+734"84O+MA-270+1 60.270+185.271+774.841+749.841+769.84
L 3+3A7.4A 1700 100 2.80 25.00 20.00 RIGHT 45.00 15.0 10.0 7+817.073+771 .812+782.A77+BA7.A77+827.073+761 .813+786.813+806.81
5+466.17 5000 100 "NC RIGHT 5+212.515+719.40
4 8+037.89 1 510 100 3.10 30.00 20.00 RIGHT 50.00 LU.U 14.0 7+484.498+545.397+444.497+464.497+494.498+535.398+565.398+585.39
5 9+761 .84 1 510 100 3.'10 30.00 20.00 RIGHT 50.00 20.0 10.0 9+098.1 810+348.759+058.1 89+078.1 89+1 08.1 810+338.751 0+368.751 0+38B.75
CARRIAGEWAY: DERA MURAD JAMALI BYPASS (EOP 11+190.89)
,-*%
3.[ *^*^"''' 't
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r.tr tn. GOVERI{IIIENT OF PAKISTAN
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ry-Tq" gffi&
DER,T IIIURAI, JA}|/IIJ EYPASS
otl
I{ITTIOIIAL HIG T{IVAY N-65
SUPER ELEVATION DATA

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DETAIL OF TYPICAL DISTRIBUTION OF SUPERELEVATION
NORMAL SLOPE TANGENT
PROFILE GRADE
&PR (SEE NOTE 5)
I
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ol
dl
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OUTER PAVEMENT
EDGE
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PROFILT OF ryPICAL EDGE SUPERELEVATIONTRANSITION
PAVEMENT EDGE
OUTER ROADWAY GRADE (PGL) & PR
,. 1R
?! no
13 nn
':l'$ts-
-"ItO$'
-$%x's
ARROW INDICATES
DIRECTION OF
CROSSFALL OF
SUPERELEVATION
NOTES:-
1 ALL DIMENSIONS ARE IN MILLIMN-ERS UNLESS OTHERWISE SHOWN.
2 ALL SUPERELEVATION RATES ARE EXPRESSED IN UNITS PER HUNDRED (%)
3 PROFTLE GRADE L|NE (PGL) AND PO|NT OF ROTATTON (pR) SHALL BE AS
SHOWN IN THE ryPICAL CROSS SECTIONS.
THE RATE OF SUPERELEVATION (S.E) tS RESTRTCTED TO A MAXTMUM OF 6.0%
PIAN OF ryPICAL SUPERTLEVATION TRANSITION
rr'
tit:
{{ *^*^"n''
\E
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TURKPAK INTERNATIONALASIF ALI & ASSOCIATES
(PW.) LTD.
rr, rr GOVERNMENT OF PAKISTAN
'W
MrNrsrRY oF coMMUNrcATroNs
,.{%,., NATIONAL HIGHWAY AUTHORIfi
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N-65
TYPICAL DETAIL OF
SUPERELEVATION
OATE
MAY 2O2O
DWG. NO.
NHA/TDls1lcEN/1A008a

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
4I TRAFFIC SIGNAGE

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OVIR HEAD ENTRY ANDEXIT SIGN
DISTANCE & DESTINATION SIGN
Lr,ud
CI'RVE TOTARDS $GET
DIXENSION(cm)
ld lql*l
CURVE TOilRDS IEFT
DIUENSION(cm)
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GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUT
VwrkTak
TURKPAK INTERNATIONAL
(PW.) LTD.
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N-65 SHEET NO.
10F2

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, 1200
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&
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY 8&&
ASIFALI &ASSOCIATES TURKPAK INTERNATIONAL A. A. ASSOCIATES
(PW.) LrD. (Pw.) LrD,
NATIONAL HIGHWAY N-65 DATE
MAY 2O2O

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TILE
wr0lll
LAIERiAL
CLEARANCE
Et ttsn
WIDIH"Ht"H2"
0.08o.0a
-46o.25 1.06
.440.140.14
.54 o.r5 14
0.250.200.67
F o.120.8?
.c3o.140.20
H 1.60o.25o.251.10
o.250.46
0-9Jo.o20.25o.64
K 1.5E o.061.07
L 1.O70.25o.040.7E
M 1.640.250.251.14
N 1.680.25 1.18
1.26
0.100.95
0.1 50.r5.2A
'1.41
o.25 .o1
1.570.130.15.09
I 1.090.o4o.04.01
U 1.540.25 .04
'1.30
0.10o.10 10
w 1.83o.12 .59
o.12 .04
1.230.050.06 12
1.19o.12 0.95
TILE
WOTH
LA'I[RAL
CLEARANCE
LEt I tn
WIDTH
'H2'
o 0.07o.120.s2
o 7o.15o.121.05
.030.060.0Eo.77
o 0.080.1 81.01
.o90.08o.120.89
0.060.060.68
1.140.060.160.88
1.120.150.180.81
0.540.130.180.25
0.58o.o20.1E0.5E
1.06 0.060.E9
o.62 0. 0.37
1.640. I
1.120.15 80.81
1.ta0.08 5
p d0.r30. 0.90
1.18o.o80.180.92
o.7Jo-'150.070.53
0.970.050.120.80
0.El0.070.070.67
u 0.130.1a0.84
0-980.060.060.E6
1.470.060.06
1.040.040.040.96
v 0.980.o4o.o4o.90
0.970.080.040.81
TABLE _
1
TILE WIDTHS AND CLEARANCES OF LETTERING
(EXPRESSEO AS RATI0 oF THE X-HEI6HT)
trv^l/pl tr 1
L/\NIVII LL I
-]
I
t-
-l t- ri
ll
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ri
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ll
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ls
IN
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t.-
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ls
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-T-
l$
loi
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ISt-J KKI--J R
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t-
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It-
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EXAMPLE 2
--
lr-r
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lql
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t-l
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CAPITAL
LETIER
HEIGHT
T
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TILE DEFINITION
EXAMPLES ILLUSTRATING VERTICAL CLEARANCES
TABLE _
2
LETTERING HEIGHTS & THICKNESSES
NOTES :-
1- THE X-HEIGHT DENOTES THE SMALL LETTER (LOWER CASE) HEIGHT.
2- THE CAPffAL LETTER (UPPER CASE) HEIGHT = 1.4x
3- THE STROKE WDTH (LETTERING HEICHT THICKNESS) FOR IHE
ENGLISH LETTERING = 0.25x
4_ FOR ALL GROUND MOUNTED SIGNS EXCEPT DISTANCE SIGN. ENGUSH
WORDS TO BE WRITTEN IN LOWER CASE (SMALL LENERS) EXCEPT
BEGINNING OF $IORD WHICH IS TO BE WRTTEN IN UPPER CASE
UNLESS OTHERWISE SPECIFIED.
5- FOR OVER-HEAD SIGNS, ALL LETIERS SHALL BE UPPER CASE E(CEPT
WHERE DIRECTED BY ENGINEER.
6_ ALL URDU WRMNG SHALL 8E IN PERSION SCRIPT.
T
-l
L _l
qrR I
\--l I L) |
I arrENr oF woRD rN ENGLTSH I
URDU & ENGLISH
Y COINCIDE
1 o.790.11o.230.45
1.200.100.t 60.94
't.27
0.110.180.98
0.060.101.16
5 o.12o.120.98
1.260.1 50.150.96
7 1.040.050.050.94
E 1.300.1 6 60.gE
1.240.14 1.00
1-J30.1J 1.07
o-660.10 0.46
1-050.1 3o.240.66
1.050.24 0.58
FACILITY
SMALL
LETTER HEIGHT
(x-Height)
mm
LFITERING
THICKNESS
(u.zc x,,
mm
SERVICE ROAD t00 25
APPROACH RAMPS
ANO CROSS ROADS
'180
45
HIGHWAY 60
EXTENT OF WORD IN URDU
LATERAL
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICA
NATIONAL HIGHWAY AUTHOffi
,o*'#**;W*:"
&M
ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL A. A, ASSOCIATES
(PW.) LTD. (Pw.) LTO.
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N.65 DWG. NO.
NHA/TDISUGEN/1AO10

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PRECAST
(450x450x650)
DoUBLE POST (A<Jnrfl
FOUNDATION ryPE_1
FOUNDATTON (TrPE-2)
DOUBLE POST (A<20m:)
FOUNDATION TYPE_2
TABLE _
1
LIST OF FOUNDATION SIZE
T--r
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td
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trn
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SECTION A_A
NOTES:-
1_ ALL DIMENSION ARE IN MILLIM$ERS UNLESS SPCIFIED OTHERWISE
2- POST LENGTH AS SHOWN ARE FOR HIGHWAY SIGNS OF 1200 mm NOMINAL SIZE. FOR
RAMPS, POST LENGTH SHALL BE ADJUSTED ACCORDINGTY.
3- PRECAST CONCRETE FOUNDATION BLOCKS SHALL BE CAST USING CLASS
''C"
CONCRTTE.
4- SIGN PANELS SHALL BE MADE OF ALLUMIN ALLOY PLATES OF MINIMUM 3mm THICKNESS.
5- FOR ALL TRANGULAR, CIRCULAR SIGNS AND INFORMATION SIGNS OF LESS THEN 1.5m SQ.M.
AREA, USE INNER DIA 75mm, 3.2mm THICK CIRCULAR Gl POST WITH.
6_ ALL SIGN POSTS SHALL BE PAINTED WITH NONE REFLN'ORISED BLACK AND WHITE PAINT
STRIPES 3O0mm WIDE.
7- ALL SIGN BACK PANNELS SHALL BE PAINTED WITH GREY ENAMLE PAINT,
8- ALL POSTS SHALL BE 30omm SHORT OF SlcN TYP.
AREA OF SIGN
BOARD A
(Mr
DTMENSTON (MM)
m1 m2 m h1 h2 h
3<A<5 450 1 100600 400
'tooo
5< A< 10 600 400 1 400750 450 1 200
10<A<15 700 450 1 600900 500 1 400
1 5<A<20 800 1 800
'1050
550 1 600
ORMATIONRICTANGULAR
r,1 ln
GOVERNMENT OF PAKISTAN
'W
MrNrsrRY oF coMMUNrcATroNS
,#.*., NATIoNAL HTGHwAY AUTHoRrry
Tt*rk?a?"
ASIF ALI & ASSOCIATES
(PW.) LTD,
TURKPAK INTERNATIONAL
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N-65
ryPICAL PLACEMENT OF ROAD SIGNS
SHEET 2 OF 2
DATE
MAY 2O2O

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FRONT VIEW
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ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL A, A, ASSOCIATES
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TwyV<?xkn1 l,r
GOVERNMENT OF PAKISTAN
''tr
MINISTRY oF coMMUNIcAT:
,5.*. NATToNAL HrcHwAy AUTHo HIGHWAY N-65
ROAD SIGN FIXATION DETAILS
D tG, NO.
NHA/TD/51/GEN/ 1AO1
SHEET NO.
10F3

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REFER DRG. NO. 9106/102lTDlRS010
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WASHER T=
TYPE_5
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TUUNUAII9N
SIZE
(mm-xmm-)
5<A<5 H-1 00x 1 00x5.5x81100x'1'lOO
5 < A<10 H-150x.l 00x5.5x814OOx14OO
10< A<15 H-200x1 25x5.5x81 600x1 60O
15< A<20 H-3O0x1 50x5.5x81 800x1 800
TYPE_6
r,,1:ln
GOVERNMENT OF PAKISTAN
'W
MrNrsrRY oF coMMUNIcATroNs
,,{,* NATIONAL HIGHwAY AUTHoRITY
i 7z*rk?ak 1
"1**** -t
TURKPAK INTERNATIONAL
(PW) LTD,
&M
A. A, ASSOCIATES
ROAD SIGN FIXATION DETAILS
DATE
MAY 2O2O

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SEE DFTAIL
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ALUMINIUM POSTCLIP DIIAIL
DilAIL DilAIL
'8,
N0TES:-
1 _ ALL DIMENSIONS ARE IN MILLIMEI'ERS
2
-
CONTMCTOR MAY ALUMINIUM CHANNELS FOR SIGN
POST CUP
(A 6061 P-r6)
BN P10x45
WASHER T:J.2mm.
s.s.T 304 Nt-8)
POST CUP
(A 6061 P-r6)
BN 61Ox45
W'6HER
(s.r.s 304 N1-8)
8N 06x15 @ 300
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l-300x,| 50x5.5x8
u I
200x125x5.5x8
" l
150x100x5.5x8
L l OOx1 OOx5.5x6
(ss 41)
FACE WITH TO APPROVAL OF THE ENGINEER.
rlr l,r,
GOVERNMENT OF PAKISTAN
'Y
MTNISTRY oF coMMUNIcATroNs
.f.*., NATToNAL HTcHWAY AUTHoRTTY
ASIFALI &ASSOCIATES TURKPAKINTERNATIONAL A. A. ASSOCIATES
(PW.) LTD. (PW.) LTD.
-{urk*xk"
DATE
MAY 2O2O
SHEET NO.
30F3

24. t
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AA'(/. 2%
lr
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GENERAL ARRANGEMENT OF OVERHEAD GANTRY
(2-LANES)
= 1870O
o
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CANTILEVER EXIT SIGN
(AT START oF EXIT RAMP)
1
NOTES:-
_ ALL DIMENSIONS ARE IN MILLIMETERS,
-
GANTRY DIMENSIONS SHOWN IN ]HIS DRAWING ARE FOR NORMAL LOCATIONS WITH
CROSS SLOPE OF 2%. EXACI DIMENSIONS SHALL BE IYORKED OUT KEEPING IN VIEW
THE ACTUAL ROAD CROSS SECTION AT THE PROPOSED LOCATION TO ENSURE
MINIMUM CLEAMNCES AS SHOWN.
GENERAL ARRANGEMENT OF OVERHEAD GANTRY FOR 3_LANES
(GANTRY rrPE-2)
A
z
&
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inlf.JI
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORITY a%&%
ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL A. A, ASSOCIATES
(PW.) LTD. (Pw.) LrD.
Twrk*ak
DATE
MAY 2O2O

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200x18x300
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SECTION C_C DftAtL "c"
(RrB PLATE)
TIE PL
SOxl 0x780
PIPE DffAL,A,'
6267.4x7
DETAIL?,
ANCHOR BOL]
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FACE
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TURKPAK INTERNATIONAL
(Pw') LTD.
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rL IT GOVERNMENT OF PAKISTAN
'W
MINISTRY oF coMMUNrcATroNs
A*- ll lYt^rr a r rrr^r rrrrrv
,,X.M,, NATIONAL HIGHWAY AU
CANTILEVER EXIT SIGN
STRUCTURAL DETAILS
SHEET NO,
20F 7

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RE BAR DETAILS
A-si!--E-3r:-s
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PIAN VIEW
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MATERIAL LIST
rool I zo+oo=aoo I
1- MATERI/{L AND RE BAR LIST GIVEN ABOVE ARE FOR GUIDANCE ONLY
FRONT VIEW
I
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I I'-f
!."
:'
t-. . )-
: t.
f:*:"x'
MARK DIA LENGTH EACH TOTAL LE.UNIT WT.TOTAL WT.REMARKS
029 3.1 01 49.61 6 AOO 3Z
SUB TOTAL 49.4 t 6 5.040 250.065 dtst
2 D22 +.200 17 71.400
+.700 65.800
SU8 TOTAL 13.720 5.040 417_OAA oI+zg
D15 14.272
8 1 8.840
SUB TOTAL 33.112 o.995 32.946 oloss
GMND TOTAL d 7to
ITEM SIZE LENGTH UNIT WT. EACH TOTAL WTREMARKS
PIPE s457.2 x 16 4.2'to r,372.860 11,271.14
6267.4x 10 4.300
'193.500
387.000
840 57.800 75.600
01 14.3x 4.5 1.050 20+.179 5
KC.
40.260
SUB TOTAL 13.420
KG.
1 1.773.86
PLATE 85O x 36 850 204-179 BASE PL
500 x 18 500 4.474 2 70.650 FLG PL
200 x 18 300 I 67.424 RIB PL
SUB TOTAL 1s8.474
100 x
'lO
411 3.226 6.452 RIB PL
2s3 1.986 7.944
142 1.429 Z.6Jd
80x10 780 4.898 6 39.1 84 TIE PL
SUB TOIAL 56.438
H.T.B M20x70 d F&T
.NCHOR BOL 050 x 1000 t6
SIDI VIEW
r ,kl
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'l:
I
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORITY
I Twrk*a?q" i
TU RKPAK I NTERNI'TIO NA T
CANTILEVER EXIT SIGN
FOUNDATION DETAILS
SHEET NO.
30F7

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12-PL 100x12x250
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OETAIL
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SPACER PLATE
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T-f--T-t r
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sEE DETAL'E'
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FRONT VIEW SIDE VIEW 752x12x396
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TIE PI-ATE 4-PL 696x10x403
4-PL 223x12x4OO
8-PL 32Ox1Ox32O
CAP t-PL 752x12x396
4-PL 178x10x556
H.T.B FIOT
-
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NOTE:-
1
.
ALL DIMENSIONS ARE IN MILLIMETERS.
, 178 ,. 17A ,
|_
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1-PL 752x'12x596
;f
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CAP PLATE
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'D'
SPACER PLATE
4-PL 696x'10x403
TIE PLATE
FRONT VIEW
DETAIL
'D'
DE-IAIL
,C'
rr1 ln
GOVERNMENT OF PAKISTAN
,W:
MINISTRY oF coMMUNIcATIoNS
f h, NATToNAL HrcHwAY AUTHoRTTY
ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL A. A. ASSOCIATES
(PW.) LTD, (Pw') LTD.
Turk*ak"
GANTRY SIGN COLUMN DETAILS
DATE
MAY 2O2O

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NOTES:-
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ALL
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ALL
DIMENSIONS ARE IN MILLIME|-IRS UNLESS NO]ED OTHERWISE.
WELDS SHALL 8E 6mm. THICK.
lezl r+o lazl
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1-PL 304x1Ox1OO
RIB PL DETAL
1 6.3x8
SECTION A-A
DFTAIL
'D'
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GOVERNMENT OF PAKISTAN
'W
MINIsTRY oF coMMUNrcATroNs
,.{h, NATToNAL HrcHwAY AUTHoRrry
i Ywrk?ak.r-mm
ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL A. A. ASSOCIATES
(PW.) LTD. (Pw.) LrD.
GANTRY SIGN TRUSS DETAILS

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LrsT oF MATERTALS (TRUSS,POST)
FRONT VIEW
, 2400
300' '6e3OO=1800, ,300
tt I
RE
_
BAR LIST
PLAN
O ozs l= z+ao N:zo @ 022 L: 3400 N=27
SECTION B_B
@ ors L= 9oO N=12
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sll I
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D19 L= 111e N=12
r_Lr
NOTE.
1_ ALL DIMENSIONS ARE
2- MATERIAL AND REBAR
IN MILLIMFIERS UNLESS SPECFIED OTHERWISE.
LISTS SHOWN ABOVE ARE FOR GUIDANCE ONLY.
RE _
BAR DETAILS
lTEM DESCRIPTION slzE UNfT.wTEACH WEIGHT ADD REMARK
PIPE 0216.3 T- 8 1 8.930
'774-O23
4 5,1 1 2.092
0114.3 T= 5.6 1.209 1 8.1 J5 24 435.24
0114.3 T: 5.6
A1a 't2.255
4 49.02
12 6.950 708.90 1,417.80
6355.6 T: 12 7.500 765.0 1,550.00
SUB TOTAL (ss 41)
6.544. t 5 6.871.36
5Z
PLA]E 140x10 19.OOO 208.81 0 2 417.620
504 x l0 100 2.586 54 128.47
1.216 x 12 367 42.O39 I 68.1 6
1.216 x 12 344 39.404 78.81
188 x 10 159 2.347
'16
37.54
600 x 45 1.O00 21 1.95 423.90
10012 250 2.555 56.52
752 x 12 396 24.O52 2 56.1 0
696 x 10 403 22.O14 1 76.1 5
223 x 12 400 8.403 8 67.22
320 x 10 4.792 16 140.67
752 x 12 396 24.O52 2 56.1 0
,l78
x 10 356 4.974 149.23
SUB TOTAL (sws41)
KU
1.956.89 2.152.54 10z
ANGLE I L-15ox90x12x12 180 3.87 4 15.48
SUB TOTAL (ss.41 )
KG KG
16.25
5%
BOLT I H.T.B ROTd2O 1s2
A. BOLT I A4O 1.400 774.O23 28 D19 D19
TOTAL
8.516.52 8.517
KG
(9.042) Tons
SECTION A_A
NO DIA LENG. EACH TOTALUNIT.wTTOTAL WT.REMARK
025 2.446 26 64.636 5.98 257.25
SUB TOTAL 257.25264.97
2 D225.200 78.000 504 237.12
3 3.400 27 9 1.800 297.O7
3.450 51.750 157.32
6 5.200 46.800 142.27
SUB TOTAL 815.78 840.25
8 D19 1.519 8 12.1522.25 27.34
9
'1
19 121s.42A 30.21
SUB TOTAL c/.cc 59.28
D13 3.552 3 1 0.656o.995 1 0.60 REMARK
7 900 12 1 0.800 10.75
SUB TOTAL 21.35 21.99
TOTAL EACH
1 .151 .S31.186.49
RL----_l
Nh t^
GOVERNMENT OF PAKISTAN
'W
MINTsTRY oF coMMUNIcATroNs
.f , NATToNAL HTcHWAY AUTHoRITy
:or^rrilrrrrunr
3-*{:" &M
ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL A. A. ASSOCIATES
(Pn) LrD. (Pw') LTD.
GANTRY SIGNS FOUNDATION DETAILS
DWG. NO.
NHA/TD/51/GEN/1AO
DATE
MAY 2O2O
SHEET NO,
60F 7

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DETAIL
''A''
SECTION A_A
SCALE:- 1:12.5
,@,
BASE PTATE
375x20x375
GENERAL VIEW FOUNDATION
BASE PLATE
NOTE:-
ALL DIMENSIONS ARE IN MILLIMETERS.
SCALE:- 1;5o
i
i};*'ii;1
..1., , '.::,-,,.:
"
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHO ;:W",mrW
TURKPAKINTERNATIONAL A.A.ASSOCIATES
CANTILEVER GUIDE SIGNS

34. I
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MINISTRY OF COMMUNICA
NATIONAL HIGHWAYAUTHO
#
ivr,YE,uxi
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emftn
ASIFALI &AssoCIATEs TURKPAKINTERNATIoNAL A, A. ASSOCIATES
(Pw.) LTD. (Pw.) LrD.
's€is
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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
5I DRAINAGE & EROSIONPROTECTION

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RE_BAR SCHEDULE
NO. SHAPE
o1
05
, VARIES
04
05
900 600
DRY
FILL SLOPE
tt
800
01 o12 @ 2OO C/C
SECTION B_B
TO FILL HEIGHT
SECTION A*A
05 612 @ 200 -
03 612
02 a12 @ 2OO C/C
04 a12 @ 2OO C/C
450 DtA
PIPE
SECTION D-D SECTION
PLAN
I
NOTES
.I.
CONCREIE SHALL BE
'
CLASS A" TYPE
2. RE-BAR SHALL BE GMDE 40 REINFORCEMENT STEELr*9S30Crft
$----
r;
GOVERNMENT OF PAKTSTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHOR
I Turk?ak |
"
TU RKPAK INT ERi{TATIONALASIF ALI & ASSOCIATES
(Pw.) LTD.
&M
DATE
MAY 2O2O

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RE-BAR SCHEDULE
COLLECTIONCHAMBERTYPE_B
150 500
SECTION B_B
COLLECTION CHAMBER TYPE_C
SECTION C_C
SECTION D_D
DETAIL
'A'
NOTES
.I _
CONCRETE FOR CHUTES. COLLECTION & SNLLING
SHALL BE CLASS "A1,"
2
- RE-BAR SHALL BE GRADE 40 REINFORCEMENT STEEL
5
-
COLLECTION CFirAMBER TYPE-C SHALL BE USED IN LIEU OF IS LESS THEN
TYPE-B, WHEREVER LONGITUDNAL SLOPE OF ROAD EXCUDS 1.OZ
AND OR AT OTHER LOCATIONS APPROVED BY ENGINNER.
4 _ RIPRAP PLACED ALONG STILLING CHAMBERS SHALL BE CLASS "A".
5
-
FOR DETALS OF CURB TypE-lV, REFER DRG. NO. NHA/rD/s',t/cEN/1A020
(rYPE-B)
Y AN
.1t..:...'. ,,;i
NO. SHAPE
o1
' VARIES
t^^^^
I zYvu t
-
03 o12
02 o12 @ 20O C/C
r,t, t,r GOVERNMENT OF PAKISTAN
I
gE
rciririlNruRE'W
MrNrsrRy oF coMMUNrcATroNsi
ffi
"'";i;l
,#.h,, NATToNAL Hrc HwAy AUTH oRlwl orr. o., u orro.ror*
| (PW.) LTD.
&
TURKPAKINTERNATIONAL A,A.ASSOCIATES
(Pw.) LrD.
o3
DRAWN
JAMALT BYPASS
ON
HIGHWAY N-65
'dil"j$
TITLE SCALE
CONCRETE CHUTE
(wPE-B)
SUEMITTE
o2 RECOMMEN
0lllllcHD./vER.
nrv. I Olre I OTSCUpTION [AppnoVeO IAPPRoVED
.9\ DArE
I
DwG. No.
I
sHEErNo.
MAY2020 I ruxalrnlqrlcprulranr<tl{adsut)izl

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LsruBs AT 1om TNTERVALS AND
AT THE ENDS OF PROTECTION
'100x100
WEEP HOLES O 2OOO c/c.
_
rcO'.-PLACE RIPRAP AGAINST
lsool
uNDrsruREED IJATERjAL
-t-1--
DRY RIPRAP PROTECTION
(EP-2)
GROUTED STONE RIPRAP PROTECTION
ftrP-I\
\g'
rg
YLAN
LtMtTS OF PROTECTTON (SEE NOTE
-
GABION MATTRESS
SPACING
INTERMEDIATE
STUB I
50x50x6 STEEL ANGLE STAKES
2000 LONG AT 2000 c/c lN BOTH
t
----l-o
--J-E
I
NSL
DTRECTTONS (SEE N01E-3)
(sEE NOTE-s)
EXCAVATE TO NEAT LINES, PLACE
THE STONES AND GROUT.
EXPANSION JOINT
(sEE NoTE-3) GABION MATTRESS PROTECTION
ftrp- i\
\L|
SECTION B_B
CONCRETE BLOCK PROTECTION
(trP-4\
't
SECTION A A
DETAIL OF BLOCK
NOTES
1. ALL DIMENSIONS ARE IN MILLIMEIERS UNLESS NOTED OTHERWISE,
2. EXPANSION JOINT IN GROUTED RIPMP SHALL BE PROVIDED AT AN MAXIMUM INTERVAL
OF lom AT NO EXTRA COST TO THE EMPLOYER.
3. SUPPLY AND ERECTION OF STEEL ANGLE STAKES SHALL BE CONSIDERED SUBSIDIARY
WORK TO THE VARIOUS PAY ITEMS OF BOQ AND SHALL NOT BE PAID SEPAMTELY.
4. IN CASE ROCK IS ENCOUNTERED. DEPTH AND WIDTH OF PROTECTION WORKS SHALL
BE ADJUSTED AS DIRECTED BY ENGINEER.
5. LOCATION, TYPE & HEIGHT / DEPTH OF PROTECTION WORKS SHALL BE SHOWN ON
DRAWINGS AND / OR AS DIRECTED BY THE ENGINEER
LINING OF EXISTING DITCH
VARIES (40OO min.)
tr7i
t.-l
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t-J
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nL lrr
GOVERNMENT OF PAKISTAN
"tr MrNrsrRY oF coMMUNrcATroNs
"*.7,,
NATToNAL HrcHwAy AurHoRrry
CIN
E
IOINTVFNTIIRF
r:l:lFl
wrrH
o"'1'r'*.1Tfof'o"'
&
TURKPAK INTERNATIONAL A. A. ASSOCIATES
(PvT.) LrD.
TwrZ<?*&s
04 onawu
| ts I\lv.-.
JAMALI BYPASS
ON
JLl
HIGHWAY N-65
TITLE
WPICAL EMBANKMENT
PROTECTION DETAILS
SCALE
o3 sururrrpS.
02 RECOMME
o1 cHD./VER.
\ DATE
MAY 2O2O
DWG. NO.
NHA/TD/51/GEN/ 1AO16a
SHEET NO.
REV.DATE DESCRIPTION APPROVEO APPROVED

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UPSTREAM
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EMBANKMENT TOE LINE
I
R.C CONCRETE WNG WALL
SETTINC OUT POINT
SETTING OUT POINT
R.C CONCRETE CIJT-OFF $IALL
CULVERT LAYOUT DilAIL
B I DOWNSTRFAM
\F
PLAN
SECTION D_D
FILL SLOPE
FOR DETAILS OF STUBS
SEE DMWING NO.
91 06/102/rDlDR0o4
NOTES
1, FOR GENERAL NOTES REFER DMWINO NO, NHAAD/GEN/1AOO2
2. AT LOCAIIONS \{HERE SOLID ROCK IS ENCOUNTERED, DEPTH OF CUT-OFF WALL AND PROTECTION
WORK SHALL 8E REDUCED AS DIRECTED BY THE ENGINEER. CUT-OFF WALL SHALL BE PROPERLY
KEYED INTO THE ROCK.
3. THE LIMTS OF RIPRAP ON EITHER SIDE OF CULVERT SHALL BE AS SHOWN ON PLANS OR AS
DIRECIED BY THE ENGINEER.
4. NO EXTRA PAVEMENT SHALL BE MADE FOR PROVISION OF WEEP HOLES IN THE GROUIED RIPRAP.
100x1O0 IVEEP HOLES @ 2OOO c/c.
ELEVATION
PRoTECTION 0F BOX / P|PE CULVERT
STNGLE/MULTTCELLS (TYP.)
SECTION C_C
MORTARED STONE RIPRAP PROTECTION
(EP-1)
**1
I
:
1
(ourLET DETATL)
_Llrurrc or pnorrcroN as sHow on ornectEo ev rHr rNGrNEeh
DRY JOINTED UNIT SEALED
APPROVED JOINT FILLER.
I TurkTaL< |
TURKPAK INTERNATIONALASIF ALI & ASSOCIATES
(Pw.) LrD.
"mM
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICA
NATIONAL HIGHWAY AUTH DWG. NO.
NHA/To/SUGEN/1AO16b

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
6 I MISCELLANEOUS DETAILS

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540 INGLE RAIL
ANIJ FOR NORMAL STRECTCHES
t9O5 1905 FOR DOUELE RAIL
5261 LAP
€.J
SECTION
sHouLDER EDGEI
fA
r-APs rN DlREcloN/
Al
oF rnlFFlc
l/X/k Y/X/X Y/V/N/X/A
'/PX
Y/X/N/X/X VM
Q END PoST
t
QINTERMEDIATE PoST
TABLE No.
-n
wt l
| .' l"
r'-----n-t
H---tr{--
r
lrzl
SPLICE BOLT
I.V STEEL RAIL
2.74mm THICKNESS
15.9 x 50mm BOLT
AND WASHER
A
v
l3al
EDGE
(SEE NOTE
rT-
iL_
I
lgmm
I
ll
| _JlZn.
UU
POST OR SPLICE BOLT AND NUT
SECTION A.A
SECTION THROUGH
IT BEAM RAIL
ELEVATION
STEEL POST
DOUBIE
OPIIONAL HOLE TO
FACIUIATE GALVANIZING
FOR SINGIT AND
GUARD RAII
END POST
_%----wJ-
t
o
w- ltrr lt* t-tl
-T
-ffi
Q post sort suor
TYPICAI, ENDANCHOR RAIL
6OOx600x75O ANCHOR ELOCK
CONCREIE CTASS A'
DIRECTION OFTRAFFIC DIRECTION OF TRAFFIC
EDGE OF CARRIAGEWAY
Q Posr BoLT sLor
51151
22x1 8mm
SLOTTED HOLES
GUARD *oIL U
TT
rt
U
u
tr
18x60mm SLOT
W-BEAM TERMIML
NORMAL STRETCH
-JF
| | tl
t_---l---l-T n
| /- l+, n
I K l*lT
\-tu"2s sLorEo HoLE
BEAM WASIIER
SECTION
SPAC|NG 3810
BEAM SPUCE IT_BEAM
TERMINAL SECTION
(USED OT\T,Y vmRE END ANcEoRAcE cAN NoT BE USED)
TTPICAL DEPARTURE END
W-BEAM TERMINAL
NOTE:-
1. ALL DIMENSIONS ARE IN MILLIMETERS. UNLESS NOTED OTHERWISE.
2. ALL LAPS SHALL BE IN THE OIRECTION OF TMFFIC.
5. W-BEAM TERMINAL SECTIONS SHALL BE USED IN PLACE OF ANCHOR END
RAIL AT THE DEPARTURE END ONLY AS APPROVED gY
THE ENGINEER.
4. W-BEAM RAIL SECTION SHALL COMFORM TO MSHTO M 180-79 FOR CTASS
A TYPE-I.
5. CONTMCTOR SHALL PREPARE DRAWINGS SHOWING LOCATION, ELEVATIONS
AND SPACING OF POSTS AT EACH CULVERT/HIGH FILL LOCATION AND SHALL
GET ENGINEER'S APPROVAL.
SECT]ON
LIMITS OF
CULVERT
SPACING OF POSTS 3810
NORMAL STRETCH
CULYERTS, HIGH FILL (>3m) oR HAZARD
SPACING OF POSTS 1905
APPROACH END
Fs'!
-Y.: --
HIGH FILL OR HAZARD.
GUARD RAIL FOR BOX
I
;'i.; ,..
: '-:i..i i't-t
I
I {rruii: ir{iti il*l".i1f fiUf,fliil-*
|*;*,.., -*qffi
S/M. AEOUT
TMFFIC
10'1 PARAEOLIC FLARE L = 11430
;-L":':r{+
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORITY
ASIF ALI & ASSOCIATES
(PVT.) LrD.
f * t^ & 1
|
,wrK?,eK
I r
TURKPAK INTERNATIONAL
(PW.) LTo.
&&
DWG. NO.
NHA/TD/s1/GEN/ 1A01

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DIRECTION OF TRAFFIC
FISH TAIL
_-l5al
I
STRATGHT sEcrInN 6 msrs I 1905=11.30
| e05=15?4o_-_____=_
|l||follEREoGEoFc}xRuEmr
._Lt | | I
PLAN
GUARD RAII ARRANGMENT AT BRIDGE APPROACH
, 1so I lso 1? Bs
I
-rl-
BEAM RAIL
1 OOx1 00x4.
WASHER Pt
65x65x3 ANGLE
WELDED TO POST &
PLATE
PLA'TE 250x250x'10
WELDED WTH FOST
DETAIL
''A,'
4 ROEWL BOLTS
o16x150
CONCREI'E BARRIER
I
eosr eorr slor
SECTION B-B DEAIL C
,
I
i.
I Ji'i''
t'-
kd
DETAIL
,'B''
STEEL
STRUCTU
POSTFIXATION NOTES
1. ALL DIMINSION ARE IN MITLIMETER
2. NO SEPRATE PAYMENT SHALL BE MADE FOR FIXATION
OF GUARD RAIL AT CULVERT/STRUCTURES,
CONCRE-]'E BLOCKS. CONCRE-TE BARRIER ffC.
ELEVATION
AT NCRETEBLOCK
{ ?'r
Jr
tl
tl
tl
tl
tr
II
GI PLATE 20ox200x1O
WELDED WITH POST
12Ox55x7x9x225
G.I SPACER BLOCK
1 20x55x7x9x1 90O
r.tr tn GOVERNMENT OF PAKISTAN
'W
MTNIsTRY oF coMMUNrcATIoNs
,.{.*.. NATToNAL HTGHwAY AUTHoRIfi
-
/-*-"^----\
E rorNrvENruRE I Tavbq?ak. |
"
Fi:Ff
wrrH \___)
ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL
(PW.) LTD. (Pw.) LTD.
A. A, ASSOCIATES
o4 oRAwN
J f
rl
RAD JAMALI BYPASS
ON
/9
HIGHWAY N-65
TITLE
GUARD RAIL
SCALE
o3 suBMrrlEq
?
o2 necorqmrn l
o1 cHD./VER. L-gH DATE I DWG. NO.
I
MAY 2O2O I lrHatrorsl/cEN/1ao17r
SHEET NO,
2of 2REV.DATE DESCRIPTION APPROVED APPROVED

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GUARD MIL REFLACTOR
SPACING:
FOR SHORT STRErcHES AT EACH
END PLUS MIN.'TWO INTERMEDIAIE
FOR LONG STREICHES: EACH 6
SPANS ON TANOENTS. 4 SPANS
ON CURYES.
REFLECTING SIDE
-ONE REFLECTING SIDE FOR HIGHWAY
AND ONE WAY RAMPS/NVO REFLECTING
SIDE FOR FLYOVERS AND TWO IVAY RAMPS.
4|
PLAN SECTION A-A
REFLECTORISED PAVEMENT STUD
(RAISED PROFILE TYPE)
k
GUARD RAIL REFI.ECTOR YA
\Zj\+,s
| ,, ll
PI,AN VIE1T
MIN. 265 GI-ASS REFTECTORS
RED COLOUR FRONI
CURVE DELINEATOR TYPE_z
(RIGID TYPE)
OUTER EDOE OF
PAVED SHOULDER
FRONT VIEW
CONCRETE BARRIER
PIdN VIEW
REFLECTOR
cuRvE pEUNEATOR (TYPE-l)
(FI,EXIBLE TYPE)
(ALONC SI{OUI,DER EDGES I{HEN
No RAIL oR BARRIER IS FDGD)
NOTES
1. ALL DIMENSIONS ARE IN MILLIMITERS.
2. DELINEATOR ryPE-.ISHALL BE FIXED AT OUTER EDGE OF
C/WAY WHERE NO RAIL OR BARRIER IS FIXED
3, DELINFATORS TYPE-2 SHALL BE FIXED AT MEDIAN BARRIER ALONG
CURVES,AT BARRIER ALONG BRIDGES INCLUDING 100m APPROCH
AND AT OTHER HMORDIOUS LOCATIONS AS DIRECTED
AT EACH END BY THE ENGINEER.
4. SPACING OF DELINEATOR TYPE-2 SHALL BE SAME AS THAT TYPE-1
EI,EVATION
PI.AN
TY?ICAL DELINEATOR INSTALATION
ON HORIZONTAL CURVES
30omm MIN TO OUTER
EDCE OF PAVED SHOULDER
r*
xtr t,r GOVERNMENT OF PAKISTAN
tre
MrNrsrRY oF coMMUNrcATroNs
,E.7",, NATIONAL HIGHWAY AUTHORITY
l Taw?<?x?" I
1r-. j
TURKPAK INT:RNATIONALARE%
rIrLE
REFLECToR+ sruDs
AND DELINEATORS

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PRECAST DUCT MARKER ON BOTH SIDES
(SEE DETAL)
I j-CONCREIE ENCASEMENT TSERVICE DUCT
SECTION OF
18.00 (min.
PULUNG WIRE
(sEE NOIE-4)
NsL
<:----r--^R.--
=6)
il(',n)
TYPICAL CROSS SERVICE DUCTS ACROSS RAMPS
SEE DETAIL A
TYPICAL CROSS SECTION OF SERVICE DUCTS ACROSS HIGHWAY
SEE DETAIL A
SIDE}VALK
PLAN
PRECAST MARKER
250x250x300
(crAss
'c')
DUCTSUNDER THE SIDE WALL
EYE FOR FIXING
DMW CORD
SHOULDER EDGE
VARIES
172
CONCRETE
SURROUND
, 1 00, 1 00,1 00,1 00,1 00,
l*l*l...-'.-t---l-
-i
(cr-Ass
'B')
of
9t
ol
9{
oI
et
1100 | 250 l'100 |
ffil
ELEVATION
PRECAST DUCT MARKER
81?
1OO ' UPVC PIPE 300 r uFr/c P|PE
SECTION A_A
(FUTURE DUCTS FOR
ELECTRTCAL CABLES)
SECTION B_B
(FUTURE DUCTS FOR
TELEPHONE CABLES TWO
SECTION C_C
(FUTURE DUCTS FOR WATER LINES)
SECTION B_B
(FUTURE DUCTS
TELEPHONE CABLES
FOR
4 WAY)
ENGRAVING TO BE
PANTED IN ELACK
PAINTED IN WHITE
SIZE OF DUCTS
(As LAID)
i150r D r150r D r150r
---------r--r--r-r-_l
NOTES
1. ALL DIMENSIONS ARE IN MILUMEIERS, UNLESS NOTED OAERWISE.
2. REQUIREMENT, SPACING & POSMON OF SERVICE DUCTS SHALL BE
COORDINATED BY THE CONTRACTOR WTTH T}IE CONCERNED AUI1IORTTY DURING
CONSTRUCTlON.
J. COST OF WOOOEN STOPPERS, ORAW CORD, CS EYE, SPUTNNG OF PIPES,
PROVISION AND WMPPING OF POLYEI}TYLINE SHEET, CUTNNG AND JOINING
wt't-H EX|STING oucTs AND/oR Atfy oTHER INCIoENIAL WORK SHALL BE
OEEMED TO BE INCULDEO IN THE COST OF PIPES AND O1HER REIATED
IIEMS IN THE BOQ.
4. DRAW CORD SHALL BE DOENDED UPTO THE DUCT MARKER AND'T]E! TO
THE GS ETE. TYPE OF CORD SHALL BE AS APPROVED BY THE ENGINEER.
5. WRITING ON PRECAST MARKERS SHALL BE ENGRAVEO.
6. DAMEIER (D) OF SPLI DUCT FOR PROTECIION OF EXlSnNc SERVTCES
AND THAT OF ADDITIOML DUCT SHALL BE AS DIRECTED 8Y THE ENGINEER.
7. FLEXIBLE JOINTS SHALL BE PROVIOED AT MAXIMUM OF SOOO IN CONCREIE SURROUNOS.
MATERTAL L|ST/M
DETAIL
_
A
.
-
'.
'1.r..:tl.,d[.
'
'D'
SPUT UF/C DUCT WMPPED
lN 0.6mm POLYEIHYLENE SHEEI
(sEE NOIE-3)
PLAN
PRECAST DUCT MARKER
r.- I
i
DUCT FOR PROTECTION OF
EXISTING SERVICES
/.:
"coNbRirE c[ sS
'B'
ro
a-\
'tl
\-/
150 6 UF/C PIPE
DUCT TYPE NO. DIA
CONCREIE
(M1
ELECTRTCAL (2 WAY) 2 0.300
]ELEPHONE(2 WAY) 2 0.155
TELEPHONE(4 WA' + 100 o.219
wArER (1 WA' 1 0.419
(sEE NO1E NO. 3 & 4)
{i'c{,' ,
hlrja
,''&,
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORIfi
| ,urKYeaq I o
TURKPAK INTER{A.TIONAL
IN
JOINT VENTURE
WTTH
ASIF ALI & ASSOCIATES
(PW.) LrD.
A, A. ASSOCIATES
o4 ouwr{,P (
\1,'.t;rSl
)*al
-.9,
RAD JAMALI BYPASS
ON
:ONAL HIGHWAY N-65
TITLE
DETAILS OF SERVICE DUCTS
SCALE
03 suBMrfiPl
o2 aecou\E'jN$
o1 cxo.tv:\"
6
DATE
MAY 2O2O
DWG. NO,
NHA/TD/51/GEN/ 1AO19
SHEET NO,
REV.DATE DESCRIPTION APPROVED APPROVEO }
-q
ns

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100 80
N
Fno
o
--l
20
350
50
o
()
1
470
CONCRETE CLASS
,A5'
o
I
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201
SIDE WALK EDGE CURB
(cuRB TYPE-rrr)
NON_MOUNTABLE CURB
(cuRB TYPE-D
FLUSH CURB
(cuRB TYPE-rr)
EDGE BARRIER (NETf JERSEY BARRIER TTPE)
(rN CASE oF rNsrru C0NSTRUCTI0N 0F EDGE
BARRTER rvITH CONCRETE CURBER)
t1501
CURB TYPE-IV (a)
-(PJlcASrl-
SUITABLE MATERIAL IN FILL IN MINIMUM
1OOO VERGE TO RETAIN SIDEWALK CURB.
UNLESS RFTAINED BY BUILDING FTC.
1000 RouNntNc
I
NON-MOUNTABLE CURB
cuRB TYPE-rV (b)
SUP FORM
2% FALL 3Z FALL
----_--l>
150 SUB BASE
NOTES
1. DIMENSIONS ARE IN MILUMEI-ERS UNLESS STATED.
2. CURBS SHALL BE EUTTED TOGETHER USING 1:3 CEMENT SAND MORTAR.
ALL JOINTS SHALL BE SUBSEQUENTLY STRUCK FINISHED.
3. CONCREIE CURBS SHALL BE HYDMULICALLY PRESSED 600mm LONG
USING CLASS C CONCRETE. FOR CURVE RADIUS LESS THEN 12m
CURBS SHALL 8E 300mm LONG.
4. CONCRETE IN BASE AND HAUNCH TO PRECAST CURBS SHALL BE CLASS B.
5. FLUSH CURB SHALL BE USED FOR PROTECTION OF ASPHALT EDGE WHERE
A FLYOVER/INTERCHANGE RAMP TERMINATES AT A GMDED TRACK.
6. THE CONTRACTOR MAY OPT SLIP FORM CONSTRUCTION OF CURB IN
LIEU OF PRECAST CURBS SUBJECT TO ENGINEER'S RPPROVAL AT
NO ETTM COST TO THE EMPLOYER. EXPANSION JOINT SHALL BE
PROVIDED AT SIUTABLE INTERVAL AS APPROVED BY THE ENGINEER.
SIDEWALK EDGE CURB
SIDE WALK DETAIL
60 THICK 2OOX1OO CONCRETE
f-rl1'q;,)
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
"
NATIONAL HIGHWAY AUTHORIfi EM
ASIFALI &ASSOCIATES TURKPAK INTERNATIONAL A. A, AssocIATEs
(Pw.) LrD. (Pw.) LrD.
Turk?xk
DATE
MAY 2O2O
DWG. NO.
NHA/TD/s1/GEN/ 1AO20

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1120 1120
I 120 1 120 1120 1120
ROAD MARKINGS FOR INTERCHANGES
\
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l€t.LOVl EDGE UNE L,+
ROAD MARKINGS FOR ROUNDABOUT
NOTES:
UNLESS INDICATED OTHERIYISE Al- DIMENSIONS ARE IN MIUIMETER
i-,t:1ui4
rl re GOVERNMENT OF PAKISTAN
'W-
$r li:InY g r^.-qy$I19fl'-qH
"X.**
NATIONAL HIGHWAY
i Tryrk*x\q I
t-.--)
TURKPAK INTERNATIONAL
(Pw') LTD.
PAVEMENT MARKING
DWG. NO.
NHA/TD/s1/GEN/1A02t a
DATE
MAY 2O2O

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
7 II INTERSECTION DESIGN

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHI'IIAY N.65
8I PLAN& PROFILE

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t,
s
/
7
r
A/
s
ouoo.m--
{
F
d
F
d
^?
Pl Sto : 1+014.78
N : 3152860.97
E : 425919.54
| = 52'33'46"R
CIRCULAR
Do : 0O'20''13"
Dc = 00'20'13"
T = 839.51
R : 1700.00
-1"..; 1559.57
c :
'1505.45
E = 195.99
M = 175.73
79.0
79.C
78.O
/d-L
77.O
77.C
76.0
75.0
| 3.L
74.O
73.O a f
72.O
72.C
71.O
71.C
70.o
70.c
39.0 lG 69.0
38.0
68.0
67.O
67.0
oo.u
bb. u
f 3.u
OJ.U
i4.0
64.O
)J.U
63.C
t2.0
oz.l
tl.0
61.0
i0.0
60.0
59.0 c 59.0
58.0
58.C
qa(
at a
2 .+
f D
o o
@
|t.
c
N f.
a
I \
N
-f":
{
6
c
@
o
3b. L
t
@
N
(o
@
lr)
(o
N
6
N
@
N
@
rcN
@
(
N
@ @ @
N
o o
N N
o
F.N N
@
r
@
N
@
)TIAINAGE 0+.o0 0+/150 0+500 0+550 0r 500 0-350 0+700 0T750 0+300 0+6-50 0+900 0+950 +000 1+050 +1 00
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORITY
ffi
,orrurr*rrune
ry,!/rr} " &&
ASIFALI &ASSoCIATES TURKPAK INTERNATIONAL A. A. ASSOCIATES
(PW.) LTD. (Pw.) LrD.
PLAN & PROFILE
FROM KM 0+350 TO KM 1+1OO
NHA/TD/51/P-Pl02

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
9 I
SCHEDULE OF STRUCTURES

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S. No. ChainageProposed StructureSize
tO+2O7.71Box Culvert 5x(3x1.5)
2 0+914.31Box Culvert (2x1.5)
3 I+3L7.25Box Culvert (1x1.5)
4 1+482.89Box Culvert 2x(2x1.5)
5 t+729.36Box Culvert (2x1.s)
6 1+886.65Box Culvert (2x1.s)
7 7+28!.35Box Culvert 4x(2x1.5)
8 3+006.63Box Culvert (1x1.5)
9 3+345.6Box Culvert (2x1.5)
103+48I.62Box Culvert (2x1.5)
113+692.01Box Culvert 3x(3x1.5)
123+7\1,.39Box Culvert 4x(2xl.5l
134+084.13Box Culvert {3x1.5)
144+534.88Box Culvert 3x(2x1.5)
154+647.37Box Culvert (3x1.5)
t65+356.1LBox Culvert 3x(2x1.5)
176+073.06Box Culvert (2x1.5)
186+789.38Box Culvert 2x(2x1.5)
T97+306.63Box Culvert (2x1.s)
2A8+424.64Box Culvert 2x(2x1.5)
2L8+746.68Bridge 30x3
228+925 Box Culvert 3x(3x3)
239+025 Box Culvert 3x(3x3)
249+301.93Box Culvert 3x(2x1.5)
259+445.58Box Culvert 5x(2x1.5)
269+505 Box Culvert 3x(3x3)
279+713.57Box Culvert 3x(2x1.5)
289+975.53Box Culvert 3x(2x1.5)
29!0+211.63Box Culvert 2x(2x1..s)
30t3+Sfi..27Box Culvert (3x1.s)
3110+584.55Box Culvert 3x{2x1.5)
32!A+769.86Box Culvert 2x(2x1.5)
Schedule of Structures
CATTLE CREEPS
CATTIE CREEPS
NO.
DESIGN
CIAINAGE
(AT RD.)
slzE
{m}
P.G.L
(m)
INVERT
LEVET
l.t. (m)
FILL
HEIGHT
(m)
SKEW
ANGLE
(DEG.I
1 t+1].6.703.5 x 3.567.47 62.730.83
L+528.06 3.5 x 3.567.6162.88 0.82
3 3+731.57 3.5 x 3.568.4963.84 0.75 0"
4 4+764.63 3.5 x 3.568.8364.19 0.75
6+535.73 3.5 x 3.568.7864.05 0.82
6 6+769.36 3.5 x 3.568.7164.O2 0.78
SUBWAY
SUBWAY
NO.
DESIGN
CIAINAGE
(AT RD.}
slzE
(m)
P.G.L
(m)
INVERT
tEVEI
l.t. (ml
FILL
HEIGHT
(ml
SKEW
ANGLE
{DEG.I
L 5+352.50 4.5 x 4.5 69.61 63.92 0.55 40"
itr tn GOVERNMENT OF PAKISTAN
t'ff
MrNrsrRYoFcoMMUNrcATroNs
"d*,,
NATToNAL HTcHWAY AUTHoRrry
,o,*,'#*u*u
:::rYf.y3 " &&
ASIF ALI & ASSOCIATES TURKPAK INTERNATIONAL
(Pw.) LrD. (PW.) LrD,
,*Or'*!
't5
"r.8)
SCHEDULE OF STRUCTURES
DWG. NO.
NHA/TDl51/SS/ 1AOO1

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
10 I BRIDGE OVER PUTFEEDER CANAL

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]LTSTT-'O]F ]DRA"T/TTI{GS
ARRANGEMENT DRAWINGS REINFORCEMENT DRAWINGS
DWG. NO. TITLE
TITLE SHEET
1 804-LD-01
LIST OF DMWINGS
1804-GN-001
GENERAL NOTES
1 804-1 01 GENERAL ARRANGEMENT
1804-102 TYPICAL CROSS SECIION
1804-103
ABUTMENT
1804-104 PIER TRANSOM
1804-105 P.C. GIRDER
1 804-1 06 DECK SLAB
DWG. NO. TITLE
1804-201
ABUTMENT & ABUTMENT PILE
1804-202 PIER TRANSOM & PIER PILE
1B04-203 P.C. GIRDER
1804-204 DECK SLAB
1804-205 DIAPHRAGM
'i1*i'jil,
. i \'.+\
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
7z*rbcVak
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
TITLE
ARIDGE OVER PUT FEEDER CANAL
LIST OF DRAWINGS
(Pw') LrD. (PW.) LrD.

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GEI\ERAL NOTES
1.
2.
a
4.
o.
1
6.
ALL BRIDGES HAVE BEEN DESIGNED FoR CLASS AA AtlD CLASS A LOAD|NG SPECTFIED
IN GOVERNMENT OF WEST PAKISTAN, HIGHWAY DEPARTMENT CODE OF PRACTICE FOR
HIGHWAY ERIDGES. 1967.
DEPTH OF FOUNDATIONS ARE SUBJECT TO REVISION ACCORDING TO THE RESULTS OF
GEOTECHN ICAL INVESTIGATIONS.
CONCRETE IN ALL ELEMENTS OF SUESTRUCTURE BELOW GROUND UNES HAS BEEN TAKEN TO BE MADE
FROM ORDINARY PORTTAND CEMENT.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO lHE RELEVANT NI.IAIAASHTO STANDARDS
UNLESS OTHERWISE STIPULATED.
DIMENSIONS ON DRAWINGS ARE IN MILUMETER EXCEPT OTHERWISE NOTED.
THE LOAD FACTORS AND LOAD COMBINANONS ARE BASED ON THE SNPULATION GIVEN IN
AASHTO LRFD STANDARD SPECIRCATIONS FOR HIGH$/AY BRIDGES 2OO7
ovERSrrE (BL|ND|NG) coNcREIE UNDER FouNDATtoNs SHALL BE LFAN coNcRErE (r:+:a) ulx.
ALL STRUCTURAL CONCRETE SHALL CONFORM TO MSHTO T_22. MSHTO T-23 AND
MSHTO T-24 AS SPECIFIED. MINIMUM COMPRESSIVE STRENGTHS AS MFASURED ON
CYLINDERS AT 28 DAYS SHALL BE AS FOLLOWS.
-
CLASS A1 (21 N,/sq. mm.) FoR BARRIERS, APPRoACH SLAB
-
CLASS AJ (28 N,/sq. mm.) FOR FoUNDATIoNS, TRANSoMS, BEARING puNTHs,
RETAINING BLOCKS, PILECAPS, AEUTMENTS, RETAINING WALL,
PILES, PIER SHAFTS, DECK SLAB AND OIAPHRAGMS.
- CLASS D2 (+2 N/sq. mm.) FOR PRECAST PRESTRESSED CONCERTE GTRDERS
- UNLESS OTHERWISE SPECIRED
REINFORCING STEEL INDICAIED ON DMWINGS SHALL BE AS PER MSHTO M31 GRADE 60.
PRESIRESSING STEEL SHALL BE UNCoATED, sTREss RELIEVED (NoRMAL RELAXATIoN) S1RANDS
coNFoRMtNG To AsrM-416 (GMDE-270) wtTH M|N|MUM ULT|MATE STRENGTH oF 1860 Mpo.
PRESTRESSING TENOON COMPRISE 7 WIRES STRqNOS IN NUMBERS & DIAMETER STATED
IN THE RESPECTIVE DRAWINGS.
ALL EXPOSED CORNERS OF CONCRETE T0 BE CHAMFERED 20 mm x 20 mm EXCEPT
OTHERWISE SHOWN,
CON"IRACTOR SHALL PREPARE ALL BAR BENDING SCHEDULES ETC. AND SUBMIT THEM
FOR APPROVAL OF THE ENGINEER PRIOR TO CUTNNG. BENDING AND PLACEMENT.
REINFORCING STEEL SI-IALL BE ACCURATELY LOCATED IN THE FORM WORK AND HELO
FIRMLY IN PLACE BEFORE AND DURING PLACING OF CONCRETE BY MEANS OF 16 GAUGE
EIACK ANNEALEO WIRE AND AOEQUATELY DESIGNED SPACERS.
UNLESS OTHERWISE SHOWN ON THE DRAWINGS, LAPS IN THE REINFORCING BARS
SHALL BE STAGGERED. MINIMUM LENGTH OF LAP SHALL 8E 60 TIMES DIA OF BAR
UNLESS NOTED OfiERWISE.
ALL 8AR DIAMETERS ARE IN MILLIMETERS. BARS ARE DESIGNA]ED BY A CODE
CONSISTING OF THREE NUMBERS SEPARATED BY TWO HYPHENS, THE FIRST NUMBER IS
THE BAR IDENTIFICA]]ON MAFK, THE MIDDLE NUMBER IS ITS DIAMETER IN MILLIMEIERS
AND THIRD NUMEER IS THE NUMBER OF BARS REQUIRED, FOR EMMPLE
126 to 2+
BAR MARKS DIAMEIER IN MILLIMFTER NUMBERS REQUIRED
INITIAL JACKING FORCE IN EACH
'IENDON
AT PRESTRESSING END SHALL CORRESPOND TO
136 KN IN FACH 0.5' INCH DIAMETER STRAND.
TENDONS SHALL BE STRESSED AFTER THE CONCRETE HAS AfiAINED A COMPRESSIVE STRENGTH
OF 425 Kg/sq.cm. lN PRECAST GIRDERS. TI-{E EXTENSTONS SHOWN lN 0RAWINGS ARE
THE TOTAL EXTENSION TO BE ACHIEVED BEFORE LOCKING AND ARE CALCULATEO ON THE
BASIS OF 2OO,OOO N/Sq.MM AS MODULUS OF ELASTICIry OF STEEL: FOR OTHER VALUES OF
MODULUS OF ELASATICITY, EXTENSIONS SHOULD BE CALCULATED ON PRO_RATA BASIS.
TENDONS SHOULD NOT BE LOCKED IF THE ACTUAL EXTENSIONS VARY MORE T|-{/AN 1OZ
FROM THE VALUES SHOWN OR CALCULATED AS THE CASE MAY BE AND THE MATTER BE
REPORTED TO ENGINEER WHO SHALL GIVE FURTHER INSTRUCTIONS.
19. MULTISTMND PRESTRESSING SYSTEM HAS BEEN USED IN THE DESIGN. FIXTURES ANO DETALS
SHALL coNFlRM TO ONE oF THE FOLLOWING SYSTEMS:-
-
FREYSSINET
-
OVM
-
STRONGHOLD
-
VSL
-
STRONGFORCE
20. ALL TENDONS SHALL BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY UNLESS OTHERWISE
SHOWN ON DRA$/INGS AND SUBSTITUTION OF LIVE ANCHORAGE WITH BUND ANCHOMGE FOR
ONE
-
END STRESSING IS NOT PERMITTTED.
21. lF ANCHOMGE PULL-IN OF STRANDS EXCEEOS 6 mm, THE TENDON SHALL 8E DESTRESSED
8Y APPROVED MEANS AND SHALL 8E RESTRESSED USING NEW SET OF GRIPS.
22. ANCHoMGE POCKETS SHALL BE FILLED wlTH CONCRETE CLASS A1 USING 10mm DOWN
AGGREGATES AFTER GROUTING AND TRIMMING STMNDS.
23. INTERMEDIAIE CROUT VENIS SHALL BE PROVIDED AT APPROPRIATE LOCANONS SUBJECT
TO IHE APPROVAL OF
'IHE
ENGINEER.
24. THE CONTRACTOR SHALL PROPOSE AT LEAST TWO THIXOTROPIC ADDITIVES TO 8E ADDED
TO GROUT FOR TENDONS MANUFACTURED BY KNOWN BONAFIDE SOURCES. SAMPLE SHALL BE TESTED IN
THE LABOMTORY IN ACCORDANCE WITH AASHTO ANO THE RESULTS SHALL BE SUBMITTED TO THE ENGINEER
FOR APPROVAL USE OF POLY CARBOXYUC ETHER (PCE) AS SUPER PLASTICIZER IS RECOMMENDED AS THE BEST
SOLUTION.
25. THE ORDER OF STRESSING SHAII BE AS STATED IN THE DMWNGS.
26. THE PRECAST PRESTESSED CONCRETE GIRDERS SHALL BE CAST ON ADEQUATELY BRACED STEEL
BOTTOM FORMWORK. GIRDER SHALL NOT BE CAST ON CONCRETE PADS OR SIRIPS SUPPORTED
ON IHE GROUND AS BOTTOM FORMWORK.
27. THE PRECAST GIRDERS SHALL BE PLACED IN SPANS BY APPROVED MEANS TO ENSURE THEIR
PLACEMENT WITHOUT DAMAGE AND ACCIDENT. GIRDERS SHALL BE PLACED AT CORRECT
POSITIONS AS SHOWN ON THE DRAWINGS AND TEMPORARTLY BRACED LATERALLY UI,{NL
DIAPHRAGMS AND DECK SLABS ARE cAsT.
28. ALL REINFORCED CONCREIE AND PRESTRESSED SHALL BE FAIR-FACED TO BE CAST IN STEEL FORMWORK AND
PLAIES OF NOT LESS THAN 5 mm THICKHNESS. TIMBER AND STEEL-CLAD TIMBER FORMWORK
SHALL NOT BE ALLOWED.
29. CONCRETE IN DECK SLAB SHALL BE PLACED IN FULL WIDTH IVITI{OUT ANY LONGITUDINAL CONSTRUCITON JOINT.
JO. ]HE DESIGN AND TI]E ENGINEERING OF THE FORMWORK AND FALSEWORK AS llYELL AS ITS
CONSTRUCTION SHALL 8E RESPONSIEIUry OF THE CONTRTACTOR, DESIGN OF FORMWORK
AND FTSEWORK SHALL COMPLY WITH THE SEPCIFICATIONS AND IN GENEML CONFORM TO
11
ACt 318-95 AND ACt SP-4.
EIASTOMERIC BEARINC PADS SHOWN ON THE INDIVIDUAL DRAWINGS SHALL BE LAMINAIED BEARINGS MADE
FROM 1002 VrRGrN, CRYSTALLTZAION RESTSTANT, POLYCHLOROPRENE (NEOPRENE) OF 60 DURO HARDNESS
MEENNG THE REOUIREMENT OF AASHTO M-251. INTERNAL SIEEL PLATES SHALL BE ROLI-ED MILD STEEL
CONFORMING TO ASru A_28J GMDE
,D..
BRIDGE BEARINGS SHALL BE PLACED BENVEEN HORIZONTAL SURFACES WITHOUT INCLINATION
OR TAPER.
THE LOCANON OF THE TEST PILE SHALL BE AS SHOWN ON THE DRAWINGS.
BEFORE COMMENCEMENT OF CONS'IRUCTON OF PERMENANT PILES, TEST PILES
SHALL BE CONSTRUCTED, LOAD TESTED AND TEST RESULTS SHALL 8E SUEMITIED
TO THE ENGINEER, WHO SHALL APPROVE OR AMMEND THE PILE T1P LEVEL
LEGEND ANDSYMBOLS
(rN ELEvATtoN oR sEcroN)
FINISHED SURFACE ELEVATION
REINFORCEMENT
FACH
RADIUS
DRAWING
NOT TO SCALE
(oN) CENTRES
INNER FACE
OUTER FACE
BOTH FACES
ELEVATION
NEWTON PER SQUARE MILLIMEIER.
TOP
CENTRE LINE
BOTTOM
ALTERNATELY
EXPANSION JOINT
CONSTRUCTION JOINT
NEAR FACE
FAR FACE
EARTH FACE
SYMMETRICAL
o
10.
t2,
1J.
14.
tt
16.
32.
3J.
3+.
17.
18.
J5. THE PILES SHALL BE CAST-IN-PLACE BORED PILES. WORKING LOAD AND DIAMETER OF
THE PILE ARE STATED ON THE GENEML ARRANGEMENT DRAWING.
J6. THE PILING WORK SHALL 8E EXECUIED USING APPROPRIATE PILING EQUIPMENT AND
ME-THODOLOGY TO BE APPROVED IN WRITING BY THE ENGINEER.
THE PILE TIP LEVELS ARE TENTATIVE ANO TO BE CONF1RMEO AFTER THE SUB SOIL II.{VESTIGATION AND PILE LOAD TEST RESULTS.
CLEAR COVER TO RENFORCEMENT TO BE:
37.
aq
(o) 25 mm lN DECK STAEI & APPROACH SLAB (BoTToM REINF.)
40 mm lN DECK SLAB & APPROACH SLAB (ToP REINF.)
(b) 40 mm tN G|RDERS, TMNSOMS, DIAPHMGMS & WALLS.
(c) 75 mm lN PILECAP & FOUNDATION
(d) 7s mm lN PILES & PIER SHAFTS
(") 75 mm AT FAcES CAST AGAINST EARTH SURFACES.
UNLESS OTHERWISE SPECIFIED.
3S. IT IS THE RESPONSIBILITY OF THE CONTMCTOR TO VERIFT THE SITE CONDITIONS AND LOCATION OF UTILITIES AND STRUCTURES.
FrssJ
r-
DRG.
N.T.S.
LF.
o.F.
B.F.
EL.
,
N/mm.- (MPo
)
T
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B
ALT
E.J.
N.F.
F.F.
E.F.
i.;. GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
,orrrt#nru*u3%"
@@
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
(PW.) LTD. (Pw.) LTD.

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SETT|NG OUT pOrNT (Sop) COORDTNATES
GRIDsoP EASTING NORTHING
AB.1
soP*1420929.065 31 5a1 8J.01 5
soP-242092+.730 J1 54180.1 20
soP-3420920.J94 315€177.224
P1
soP-4120932.1A7 51 5421 1.955
soP-5420927.451 J156209.039
soP-642092J.s15 J158206.1,+4
P2
soP-74209J5.4O7 31fi241.762
soP-84209J1,06S 31 58238.865
soP-9420926.7J5 31 5A2J5,97 I
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soP-1012093A.52A 5158270.681
soP-1 1420954.190 J15a267.7A4
soP-12420929.856 315826.+.890
ELEVAI]QN
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PLAN
c.L PILE
\-
NOTES:_
1 - li{IS DMWING SHALL 8E REAO IN CONJUNCNON W|IH
ALL RETAVENT HIGHWAY DMWING.
2 _ FoR GB{ERAL NoTEs, REFER owc. No. 18o4lcN-oo1.
3 - ALL LEVELS, SOP'S SMLL BE VERIflEO AT SITE EEFORE
%u,
(sHowrNG SUPER SIRUCruRE)
4 - IHE ITAXIMUM LOADS ON PILE IN TONS ARE
(sHoYilNG SUB-STRUCTURE)
( ;*i-i;
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORITY
x
frFfrl
,LI & ASSO(
(Pw.) LTD.
"@@
DERA MURAD ]AMALI BYPASS
ON NATIONAL HIGHWAY N-65
TITLE
BRIDGE OVER PUT FEEDER CANAL
GENERAL ARRANGEMENT
1804/101

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PIER
IRANSOM..---
TYPICAL CROSS SECTION
I
:
,'1
NOTES:-
1 -
THIS DRAWING SI{ALL BE READ IN CONJUNCTION IYITH
D"VG. NO. 1804110'1.
2 - FOR GENERAL NOTES REFER DWG. NO. 1804/GN-O01.
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORIW
f ,ornr'Jr*ru*,
;^turY.o*1, "l
fihFf wrrH i"_*)&&
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
TITLE
BRIDGE OVER PUT FEEDER CANAL
TYPICAL CROSS SECTION
(PW.) LrD. (PW') LrD.

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c.L BRIDGE_I_ 600 l_ c.L CARRIAGEWAY 8IUMEN CoATED
|
-l - -
[suRFAcE JotNT
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FOR
<F
D(PANSION JOINI FIXIURE
O(PAI{SION JOINT DETAL
2560500
Dfl-AIL A
SCAIE 1:20
EXPANSION JOINT DffAIL
FREYSSTNET CPEC (WOSd 50) OR lppROVE0 EQUTVAETT WllH IENS|ON 8OLIS.
SCALE 1:5
1- EfiRUDED ALUMINIUM ALOY SECTION,
2- NEOPRENE GLANO (ELASTOMERIC PRORI..E)
3- IVASHER.
4- SIRUCTURAL ANCHOR EOLT Ml2x2OOmm HSS GALVANIZED BOLT.
5- Pr'C PROIECTION SHEAIH.
6- AAICHORING PIECE.
7- @NCREIE CAST AflER SETTING IN PTACE lHE .'|OIT.{T,
8- EPOrl RLL-FOSROC NITOSEAL 290 OR APPROVED EOUIVALSNT.
ASPHALT WEARING
COURSE
oT--l
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C.L BEARING
C.L PILES
[_
C.L P.C GIRDERS NOTES
1- THIS ORAWING IS TO AE REqO IN CONJUNCIION WIIH
DWG. NO. 1804/101.
?- FOR REINFORCEMENT DETAIL REFER DWG, NO. 1AO+/2O1.ABUTMENT l*.1
5-5
SClll 1:20
BEARING PAD S
COMPRISING OF SIX 12mm. RUBBER PLAIES
SANDWICHED lN SEVEN 2mm. SIEEL PI,AIES
ENCLOSED lN Jmm RU88ER.
PI,ACING GIRDERS
IN POSITION
3- FOR GENERAL NOIES REFER OU/G.
SCALE lr10
EAT
[$6Ps.]]
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONSffi,o,n,u*u*,3W" @@,
DERA MURAD ]AMALI BYPASS
ON NATIONAL HIGHWAY N-65

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NOTES
1 - THIS ORAWING MUST BE READ IN CONJUNCTION WIIH DWC. NO.
2 - FOR REINFoRCEMEI.IT REFER DWG. NO. 1804/202.
3
- FOR BEARTNG PAD DETA|LS, REFER Dt{G. NO. 1804/105.
4 - FOR GENERAL NOrES REFER DWG. NO. 1804/cN-001.
1AO4/1O1.
OF PIER TRANSOM AI
(PIER TRANSoM AT GRID P2 SIMILAR)
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORIW
IN
JOINT VENTURE
WITH
&
tr F?'
DRAWN MA
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
TITLE
BRIDGE OVER PUT FEEDER CANAL
PIER TRANSOM
SCALE
1;30a(
N
lYo.'.
SUBMITTED t'{R
?n'.
/+ RECOMMENDET YS
\q^-v- /- *\0 cHo./vER. SA DATE DWG. NO. SHEET NO.
(PW.) LTD. (pW.) LTD.
REV. OATE oEscRrPTroN
-\:J 'ffeoveo
APPROYED JKP
MAY 2OL7 1804/104 4

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SCllE 1:15
C.L. BEARING
C.L, END DhPH.
DECK SLAB PLAN
NOTES
1 -
'IHIs
DRAWNG MUST BE READ IN CON.JUNCNON WTTH
DWG. NO. 1AO4/1O1.
2 - FOR GENERAL NOTES REFER oWG. NO, 18O4lcN-001.
r C.L EEAR|NG
T---.4-exo-dFfrFies
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.
C.L END DIAPH.
f-$s!,er#+\
$--
^:
-..'d;
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65

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2 - FOR GENERAL NOTES REFER DWC, NO. 180+/GN-OO1.
3 - N.S.I.E STANDS FOR NOT SHOT{N IN ELEVA'IION.
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GOVERNMENT OF PAKISTAN
"tr MINISTRY OF COMMUNICATIONS
-#h,, NATIONAL HIGHWAY AUTHoRITY
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IN
JOINT VENTURE
WITH
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DERA MURAD JAMALI BYPASS
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AEUTMENT & ABUTMENT PILE
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BOTTOM OF IMI{SOM
REFER CENERAL
Dt{G. NO. 101.
2-2 a-1
4-4 5-5
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202-T25-21
105-T160150 (BtNDER)
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106-T1 201 50
--@@
@@
108-T12-5x2
NOTES
PIER PILE
SOcLE (VER.) l:75 - (HoRl.) 1:J0
PI-AN OF PIER TRANSOM AT GRID P1
(PIER TRANSOM AI GR|D P2 StMtt R)
1 - TH|S DRAWTNG MUST BE READ tN CONJUNCTTON wtTH Dtvc. NO. 1804/104.
2 - FOR GENERAL NOIES REFER DWG. NO. 1804/cN-001.
5 - D.B STANDS FOR DOUBLE BINDERS.
4 - T.B STANDS FOR'IRIPLE BINDERS.
6
N.S.L. Z
-g
105, 106 (T.8)
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
, NATIONAL HIGHWAY AUTHORITY
,o,nrt#nru*.3ffi"
@@
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
TITLE
BRIDGE OVER PUT FEEDER CANAL
PIERTRANSOM & PIER PILE
1

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1 - IHIS DRATYTNG MUSI BE READ tN CONJUNCnON Wt'rH DrVc. NO. 180,+/101.
2 - FOR GENERAL NoIEs REFER DwG. No. 180+/GN-001.
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GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICA
,ornrr#nruneWq"
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DERA MUMD JAMALI BYPASS
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TITLE
BRIDGE OVER PUT FEEDER CANAL
P.C. GRIDER
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O OF SPUR
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SECTION A-A
DRY RIP RAP CLASS
,B'
DRY RIP RAP CLASS
'B'
r.tr tn
GOVERNMENT OF PAKISTAN
'W
MrNrsrRy oF coMMUNIcATroNs
#ft,, NATToNAL HrcHwAY AUTHoRTTY
,ornrilnrr*.;W"
&ffi^
ASIFALI &ASSOCIATES TURKPAKINTERNATIONAL
(Pw.) LrD. (PW.) LTD.
DERA MUR,AD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
MAY 2O2O
DWG. NO.
NHA/TD/s1lsTR/01a

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DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.55
11
I
CULVERTS

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LIST OF DR.A-\^/INGS
tffi;3.
.{[ 7--'.ft
DWG. NO. TITLE
804-CUL-LD-01 LIST OF DRAWINGS
804-GN-0 GENERALNOTES
804-CUL-0l CULVERTS - SCHEDULE OF SIZES
804-CUL-02 CULVERTS - GENERAL ARRANGEMENT
804-CUL-03 CULVERTS - DETAIL OF APRON SLABS & WING WALLS
804-CUL-04 CULVERTS - REINFORCEMENT SCHEDULE
804-CUL-05 CULVERTS - APRON SLABS & WING WALLS REINFORCEMENT DETAILS
GOVERNMENT OF PAKISTAN
MINISTRY OF COMMUNICATIONS
NATIONAL HIGHWAY AUTHORIW
IH
,o,n,'J[n-*,:,:::rf*,.
@@
(PW.) LTD. (pw.) LTD.
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
CULVERT
LIST OF DMWINGS

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I. THE BRIDGE HAS BEEN DESIGNED FOR CLASS AA AND CLASS A LOADING SPECIFIED
IN GOVERNMENT OF WEST PAKISTAN, IIICIiWAY DEPARTMENT CODE OF PRACTICE FOR
HIGHWAY BRIDGES, I967.
2. CONCRETE IN ALL ELEMENTS OF SUBSTRUCTURE BELOW GROUND LINE TO BE MADE
FROM ORDINARY PORTLAND CEMENT, IF PENDING SUBSOIL INVESTIGATIONS INDICATE THE PRESENCE
OF SULPHATES IN BEARING SOIL, THEN SULPHATE RESISTINC CEMENT IIISTEAD OF ORDINARY PORTLAND CEMENT
SHALL BE USED.
3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO GENERAL SPECIFIC.{TIONS (1998) AS
GIVEN IN CONTRACT DOCUMENTS AND RELEVANT AASHTO STANDARDS T'NLESS OTHERWISE
STIPULATED. WHEREVER.ASTM SPECIFICATIONS ARE REFERRED TO, THEY SHALL BE FOLLOWED.
A COPY OF THE STANDARDS SHALL BE SUPPLIED BY THE CONTRACTOR TO THE ENGINEER.
4. DIMENSION ON THE DRA.WINGS ARE Ii{ MILLIMETER EXCEPT OTHERWISE NOTED.
5. THE LOAD FACTORS AND LOAD COMBINATIONS ARE BASED ON THE STIPULATION CIVEN IN
AASHTO LRFD BRID6ES DESIGN SPECIFICATIONS.
6. ALL BLINDING CONCRETE SHALL BE LEAN CONCRETE.
7. ALL STRUCTURAL CONCRETE SHALL CONFORM TO AASIJTO T-22. AASHTO T-23 AND
AASHTO T-24 AS SPECIFIED, MINIMUM COMPRESSIVE STRENGTHS AS MEASURED ON
CYLINDERS AT 28 DAYS SHALL BE AS FOLLOWS.
- CL.ASS Al (2i0 kg./sq. cm.) FOR BARNER, APPROACH SLAB AND ALL OTHER
REINFORCED CONCRETE MEMBERS EXCEPT NOTED BELOW,
- CLASS 43 (280 kg./sq. cm.) FOR TRANSOMS, PILECAPS, ABUTMENTS, PILES, ptER,
SHAFTS. DECK SLAB, RETAINhIG WALL, DIAPHRAGMS, CULVERTS, UNDEMASS & CATTLE CREEP.
- CLASS D2 (425 kg.lsq. cm.) FOR PRECAST PRESTRESSED CONCRETE GIRDERS.
8. REINFORCING STEEL INDIC,ATED ON DRAWINGS AS ? SHALL BE AS PER .AASHTO M31 GRADE 60
9. ALL BARDIAMETERS ARE IN MILLIMETERS. BARS ARE DESICNATED BYA CODE
CONSISTTNG OF THREE NUMBERS SEPARATED BY TWO HYPHENS, THE FIRST NUMBER IS
THE BAR IDENTIFICATION MARK, THE MIDDLE NUMBER IS ITS DIAMETER IN MILLIMETERS
AND THIRD NIJMBER IS THE NUMBER OF BARS REQUIRED, FOR EXAMPLE
GENERAL NOTES
-
17. IF ANCI'IORACE PULL-N OF STRANDS EXCEEDS 6 mm, TI-IE TENDON SIIALL BE DISTRESSED
BY APPROVED MEANS AND SHALL BE RESTRESSED USING NEW SET OF GRIPS.
I 8. TENDOINS SHALL BE STESSED AFTER THE CONCRETE HAS ATTAJNED A CRUSHING STRENGTH
OF 425 Kg/sq.cm. THE EXTENSIONS SHOWN IN DRAWINCS ARE THE TOTAL EXTENSION TO BE
ACHIEVED BEFORE LOCKING AND ARE CALCULATED ON THE BASIS OF 200000 Nisq.mm AS
MODULUS OF ELASTICITY OF STEEL: FOR OTHER VALUES OF MODULUS OF ELASATICITY, EXTENSIONS
SHOULD BE CALCULATED ON PRO.RTA BASIS. TENDONS SHOULD NOT BE LOCKED IF THE ACTUAL
EXTENSIONS VARY MORE THAN iO% FROM THE VALUES SHOWN OR CALCULATED AS THE CASE MAY
BE AND THE MATTER REPORTED TO ENGINEER WHO SHALL GIVE FURTHER INSTRUCTION.
19. PRESTRESSING TENDONS COMPRISE 0.5 I]{CHES DIAMETER 7 WIRES STRANDS N NUMBERS STATED
N TI.IE RESPECTIVE DRAWINGS.
20. THE ORDER OF STRESSING SHALL BE AS STATED IN THE DRAWINGS.
21. ANCHORAGE POCKET SHALL BE FILLED WITH CLASS A1 CONCRETE USING 12 mm DOWN
AGGREGA'|ES, AF'TER GROUTING AND TzuMMING TENDONS,
22. INTERMEDIATE GROUT VENTS SHALL BE PROVIDED AT ABOUT MID LENGTH OF THE TENDONS WHEN
TENDON LENGTH IS MORE THAN 12 METERS.
23. ALL EXPOSED CORNERS OF CONCRETE TO BE CHAMFERED 25 mm x 25 mm EXCEPT
OTHER WISE SHOWN.
24. ALL REINFORCED CONCRETE AND PRESTRES$ED SHALL BE FAIR-FACED TO BE CAST IN STEEL FORMWORK AND
PLATES OF NOT LESS THAN I mm THICKHNESS. TIMBER AND STEEL-CLAD TIMBER FORMWORK
SHALL NOT BE ALLOWED.
25. THE DESIGN AND THE ENCINEERINC OF TI]E FORMWORK AND FALSEWORK AS WELL AS ITS
CONSTRUCTION SHALL BE RESPONSIBILITY OF THE CONTRACTOR. DESIGN OF FORMWORK
AND FALSEWORK SHALL COMPLY WITH THE SPECIFICATIONS AND IN GENERAL CONFORM TO
ACI 318-95 AND ACI SP-4.
26. CONCRETE IN DECK SLAB SHALL BE PL.A.CED IN FULL WIDTH. NO CONSTRUCTION JOINT SIIALL
BE PERMITTED EXCEPT AS MENTIONED In" TIID DRAWING OF CONSTRUCTION SEQUENCE OF DECK SLAB.
27. ELASTOMENC BEARING PADS SHALL CONFORM TO SECTION 25, DIVISION 2 OF AASH]O
STANDARD SPECIFICATIONS FOR HICHWAY BRIDGES I992 AS AMENDED IN 1994. FULLY
ENCLOSED IN RUBBER
28. BRIDCE BEARINGS SHALL BE PLACED IN HORIZONTAL POSITIONS. INCLINED
OR TAPER€D BEAzuNGS SHALL NOT BE ALLOWED.
29. BEFORE COMMENCEMENT OF CONSTRUCTION OF PERMANENT PILES. TEST PILES
SHALL BE CONSTRUCTED. TESTED AND THE LOAD TEST RESULT SHALL BE SUBMITTED
TO THE ENGNEER. WHO SHALL APPROVE OR AMMEND THE PILE TIP LEVEL.
30. THE PILES SHALL BE BORED.CAST-IN-PLACE. THE WORKING LOAD AND DIAMETER OF
THE PILE ARE STATED ON THE GENERAL ARRANGEMENT DRAWING.
3 I. THE PILING WORK SHALL BE EXECUTED USINC APPROPzuATE PILINC EQUIPMENT AND
METHODOLOGY TO BE APPROVED IN WzuTINC BY THE ENGINEER.
32. THE PILE TIP LEVELS ARE TENTATIVE AND TO BE CONFIRMED BY THE ENCINEER UPON COMPLETION OF
SUBSOIL INVESTIGATION AND REPORT BY THE GEOTECHNICAL ENGINEER OF THE CONTRACTOR.
33. CLEAR COVER TO REINFORCEMENT TO BE:
(a) 25 mm IN DECK SLAB & APPROACH SLAB (BOTTOM REINF.)
40 mm lN DECK SLAB & APPROACH SLAB (TOP REINF.)
(b) 25 mm IN BARRIER.
(c) 40 mm lN GIRDERS. TRANSOMS, DIAPI-IRACMS (TOP & BOTTOM REINF.).
(d) 40 mm lN WALLS.
(e) 50 mm lN PILECAP
(fl 75 mm lN PILES & PIERSH.AFTS
UNLESS OTHERWISE SPECIFIED.
FOR CORRECT FIXATION OF FINISHED DECK LEVELS OF BRIDCES LOCATED ON CURVES WITH SUPER ELEVATION.
REFER TO PL./\N AND PROFILE DRAWINGS PRIOR TO CASTINC OF DECK SLAB.
THE FOUNDATION DETAILS AS SHOWN ON DRAWINGS FOR THE BRIDGES ARE TENTATIVE AND MAY
CHANGE SUBJECT TO RESULTS OF DETAILED SOIL INVESTIGATIONS.
i*"
LEGEND AND SYMBOLS
(IN ELEVATION OR SECTION)
f0.00 uNrsuposunrecEELEVArroN
126
BAR MARKS DIAMETER IN MILLIMETER NUMBERS REQUIRED
REINFORCEMENT
E.F. EACHFACE
EA EACH
R RADIUS
DWG. DRAWING
N.T.S. NOT TO SCALE
CRS (ON)CENTRES
I.F INNER FACES
O,F OtrIER F.{CES
B.F. BOTHFACES
EL. ELEVATION
2
N/mm. NEWTON PER SQUARE MILLIMETER.
T TOP
> CENTRELINE
B BO'ITOM
ALT ALTERNATELY
E.J, EXPANSION JOINT
c.J. CONSTRUCTION JOINT
N.S,I.E NOT SHOWN IN ELEVATION
N.S.I.P NOT SHOWN IN PLAN
Nl GANTRY
SYMMETRICAL
IO. THE CONTRACTOR SHALL PRE,PARE AI-L l]AR BENDING SCHEDULES ETC. AND SUBMIT THEM
FOR APPROV.AL OF THE ENGINEER PRIOR TO CUTTING, BENDING AND PLACEMENT.
1 I. ALL REINFORCING STEEL SHALL BE ACCURATELY LOCATED IN THE FORMWORK AND HELD
FIRMLY IN PLACE, BEFORE PLACING OF CONCRETE BY MEANS OF 16 GUAGE BLACK
ANNEALED WIRE AND ADEQUATELY DESIGNED SPACERS.
12, LTNLESS OTHERWISE SHOWN ON THE DRAWING LAPS IN REINFORCING STEEL BARS SHALL BE
STAGGERED. MINIMUM LENGTH OF LAP SHALL BE AS PER AASHTO REQUIREMENTS.
1 3, THE GIRDERS SHALL BE PLACED IN SPANS BY APPROVED MEANS TO ENSURE THEIR
PLACEMENT WITHOUT DAMAGE AND ACCIDENT, GIRDERS SHALL BE PLACED AT CORRECT
POSITION AS SHOWN ON THE DRAWINGS AND TEMPORARILY BRACED LATERALLY UNTIL
DIAPHRA.GMS/TRANSOMS AND DECK SLABS ARE CAST. THE ERECTION PROCESS
SHALL NOT HIIIDER NORMAL MOVEMENT OF TRAFFIC.
14, MULTISTRAND PRESTRESSING SYSTEM HAS BEEN USED I]{ THE DESIGN, FIXTURES AND DETAILS
SHALL CONFORM TO ONE OF THE FOLLOWING SYSTEMS:
- ovM
- FREYSSINET
. VSL
. STRONGHOLD
i5. PRESTRESSINC STEEL SHALL CONFORM TO ASTM-416 (GRADE-270) WITH MINIMUM ULTIMATE
STRENCTH OF 1860 N/sq.mm.
I 6. ALL TENDONS SI{ALL BE STRESSED FROM ONE END ALTERNATELY LINLESS OTIJERWISE SHOWN
ON DRAWINGS AND SUBSTITUTION OF LIVE ANCI{ORAGE WITTI BLIND ANCI{ORAGE FOR
ONE - END STRESSING IS PERMITTED.
:
n
EEEI
LL&.ASSOC
(Pr) LTD.
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65

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NOTES
1-IHF DRAHNG ITUST 8E REAO IN COI{,IUI{SIION fiTH
N.AII& PrcFLE DRITIITGS,
FoR GEXRAL t{oIES RErER DlG. f{(,, 16filctt-ot"
Al- I VES St{^Il. 8E VERFIED AT SIIE E€FORE EGq'INII.
r.-EvEs, trNctl{s & sKEss laY 8E ADIJSIED AS
pER SfiE
CONOIIIOI{S IXJRIIIG LEVEIS ADJIJSIIIENIS, F RII HErcHT VAroES
SI€NINCTMLY FOR WIIICfl THE STRIJGNNE 6 DESICNED" NONFY EIIGINEER.
2-
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SCHEDULE OF SIZES
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tf'{\€Fr
TEVEL
l.L (m)
CUL\ERT SIZE SKETV
ANGLE
(DEG.)NO. OF Cnl
WIDfi
S (mm)
HEGHT
H (mm)
TOP SIJAB
ft (mm)
loTT. st 8
Bt (mm)
WALL
lTt (mm)
HFADER BEAI/
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ct L-tE 6+780Jt Ett 610 2 2000 1500 3oo 500 300 6C B1
qJL-t9 7+to6.3:t 63.e2lt I 2mo 15@ 300 3@ 300 3:t B1
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Nr ln
GOVERNMENT OF PAKISTAN
'Y
MINTSTRY OF COMMUNTCATIONS
-f;*. NATIoNAL HIGHwAY AUTHoRTTY
I TzxrkTaV" 1
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TURKPAK INT€RNTTIONAL
IN
JOINT VENTURE
WITH
ASIF ALI & ASSOCIATES
(PW.) LTD.
A. A. ASSOCIATES
04 !;. t,/ {N FAS
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N-55
TITLE
CULVERTS
SCHEDULE OF SIZES
SCALE
1:100
03
,l ltw: tEDr'lirrEDRY
o2 la( rry
SMR
01 '\
fvER.
SA DATE
MAY 2O2O
DWG. NO.
1804/CUL-101
SHEET NO.
3REV.DATE DEscRrPTroN
N d,nF-nqlf$S*frf*oveo JKP
J-

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SCAIE 1:25
4-4
SOqLE 1:25
t10@l
PLAN OF APRON SLAB (S|NGLE CELL)
SCALE 1:50
PLAN OF APRON SLAB (MULT| CELL)
SCALE'l:50
!
NOTES
1_ THIS DRAWING MUST BE READ IN CONJUNCT1ON WTTH
DWG. NO, 1804/CUL-101.
2- FOR GENEML NOIES REFER DWG. NO. 1804/CUL-GN-O1"
J- LEVELS MAY 8E AO'USIED AS PER SITE CONDMONS.
OURING LEVEL AOJUSTMENTS, IF RtL HEIGHT V',RIES
SIGNIFICANTLY FOR WHICH lHE SIRUCIURE IS DESIGNED,
NO'NFT ENCINEER.
J l-r.1
z.ffiliF+-"
DflAIL B
SCALE 1:25
Hh ln
GOVERNMENT OF PAKISTAN
',X
MINISTRY OF COMMUNIcATIoNS
ndh,, NATToNAL HrcHwAY AUTHoRTw
IN
JOINT VENTURE
WITH
&
ASIFALI &ASSOCIATES TURKPAK INTERNATIONAL A. A. ASSOCIATES
(Pw.) LrD. (Pw) LrD.
Tur*qVak
rer,-f ruwNrrir
FAS
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
TITLE
CULVERTS
DETAIL OF APRON SLABS &WING WALLS
SCALE
1:1OO
suBMr.rT RY
r-
1 {AQI
SMR
i(
CHO,/\'ER SA DATE
MAY 2017
DWG, NO.
1804/CUL-103
SHEET NO.
5REV, DATE oEscRrPrroN \-Arho*o
APPRft JKP
Krsur,i!)

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DIMENSIONS BAR MARK_ 101BAR MARK- IO2BAR MARK- BAR MARK- 10.
s
(.m)
H
(..)
FILL
(-.)
wt
(.m)
Bt
(-'n)
Tt
(t.)
DIA
(.'nr)
SPACING
(..)
DIA
(mm)
SPACING
(...n)
DIA
(.m)
SPACING
(..)
DIA
(-'n)
SPACING
(*..n)
1 000 1 500 600-3000 250 250 106 15O C/C 10t 2Oo C/C 10d1so c/c10d 2OO C/C
2000 1 500 600-3000 300 12d 100 c/c 126 15O C/C 12d 15O C/C 121 15O C/C
3000 1500 600-1000 350 350 350 15d 125 c/c 16t 10o c/c 16d 15O C/C 1261so c/c
3000 1 500 1000-J000 350 16d 15O C/C 16 16d 1fi C/C 126lso c/c
SINGLE CELL CULVERT FOUR CELL CULVERT
DOUBLE CELL CULVERT FIVE CELL CULVERT
TRIPLE CELL CULVERT
ryP. CROSS SECTION OF CULVERT (S|NGLE CELL)
SCAIE 1:25
TYP. CROSS SECTTON OF CULVERT (pOUBLE CELL)
SCALE 1:25
TYP. CROSS SECTTON OF CULVERT (FOUR & F|VE CELL)
SOATE 1:25
.,,
; :...:'.;t',: ri.'-'i'
tr: A"
NOTES
J- IHIS DMWING MUST BE READ IN CONJUNCTION WITH
DWG. NO. 1804/CUL-rOl TO 103.
2- FOR GENEML NOIES REFER DWG. NO. 18O4ICUL-CN_O1.
DIMENSIONS BARMARK-101BAR MARK_ 102BAR MARK_103BAR MARK- 10,8AR MARK- 1O4I
s
(...n)
H
('n,n)
FILL
(.n'n)
wt
(-..n)
Bt
(m.)
It
(''n.)
DIA
('n.)
SPACING
(.-)
Dl/\
(mm)
SPACING
(mm)
DIA
(rnrn)
SPACING
(m.)
DIA
(mm)
SPACING
(-..n)
DIA
(mm)
SPACING
(*-)
2000 1500 600-1500 16 1so c/c r6d 150 C/C 16d 150 C/C16trso c/c16t
DIMENSIONS 8AR MARK- 1O.IBAR MARK- 1028AR MARK- 105BAR MARK- 1OI8AR MARK_ 1O4I
s
(.m)
H
(-.)
FILL
(.n.)
wt
(mm)
Bt
(mm)
Tt
(mm)
DIA
(mm)
SPACING
(m-)
DIA
(mm)
SPACING
(mm)
DIA
(.,n)
SPACING
(m,n)
DIA
(.-)
SPACING
(-.)
0tA
(mm)
SPACING
('n..n)
2000 1500 600-1 000 500 JO0 300 16t 13O C/C 1g l5o c/c r6t 15O C/Cr66 150 C/C 16t1so c/c
2000 1500 r000-J000 JOO J<to 300 t2l 150 C/C 121 125 C/C 125t* c/c126 15O C/C12t t5o c/c
DIMENSIONS BAR MARK-101BAR MARK-102BAR MARK_ 103BAR MARK-10rBAR MARK- 10/tl
s
(mm)
H
(-m)
FILL
(mm)
wt
(rnrn)
Elt
(mm)
Tt
(mm)
DIA
(mm)
SPACING
(r'.n)
DIA
(mm)
SPACING
(--)
0tA
(mm)
SPACING
(,n-)
DIA
(.*)
SPACING
(-.)
DIA
(mm)
SPACING
('n.)
t500 J500 J00 J00 300 126 150 C,/C r6t
't5o
c/c 126 15O C/C12d1so c/c121 t5o c/c
600-1000 16d 123 C/C 16t 100 c,/c 16d 15O C/c16t lso c/c16t 15O C/C
DIMENSIONS BAR MARK-101BAR MARK- 102BAR MARK- 1033AR MARK- 1OIBAR MARK- 1O4I
s
('m)
H
(--)
RLL
(-m)
wt
(mm)
Bt
(--)
Tt
(.-)
DIA
(--)
SPACING
(rn.)
DIA
(--)
SPACING
(.-)
DIA
(.m)
SPACING
(-rn)
DIA
(..)
SPACING
(.-)
DIA
(-m)
SPACING
(--)
2000 I 500 600-'tooo 500 300 300 16 r5o c/c 16d r5o c/c 165 1fi C/Ctd 1s0 c/c16t 15O C/C
20@ 1 500 r000-J500 500 JO0 300 126 15O C/C 16t rso c/c t26t5o c/c126 15O C/c 1261so c/c
3000 1500 600-1000 350 16
't25C/C
r6d 1OO C/C r6ttso c/c16t 15O C/C l5dlso c/c
3000 | 500 1000-3000 350 350 16d 1s0 c/c 16t 125 C/C r6tt'o c/c16d 15O C/C r6t15o c/c
5000 600-1000 350 16t 1O0 C/C 16t r0o c/c l6d150 c/c16d1so c/cr6t 150 C/C
5000 J000 r000-5000 550 J50 16d 125 C/C 16t 125 C/C t6dr50 c/c166 150 C,/Cr6t 150 C/C
ro7-t2toJoo I rol
GOVERNMENT OF PAKISTAN
MINISTRY OF COM MUNICATIONS
NATIONAL HIGHWAY AUTHORITY
{---*--"""r,
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TURKPAK INTERNATIONAL
(PW.) LTD.
IN
JOINT VENTURE
WITH
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(PW.) LTD.
A, A. ASSOCIATES
{J\v
oBlvt{,
FAS
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
TITLE
CULVERTS
REINFORCEMENT SCHEDULE
SCALE
1:10O+rAV,
subErlTEo RY
?(
RECOIT 5MR
qEilE" SA DATE
MAY 2017
DWG. NO.
1804/CUL-104
SHEET NO,
6
REV. DATE DEscRrPTroN +
dBa!.€.d'ftSffiveo
JKP

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ll 1ol
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1O2 11 10+ ll 1O2
5-5
SCAI"E 1:50
111
ELEV" OF APRON BEAM (S|NGLE CELL)
SQALE 1:50
ELEV. OF APRON BEAM (MULTT CELL)
SCiq[E 1;5O
6-6
SGATI 1:50
ELEVATION OF WING WALL
SCAI"E 1:25 (4NOS.)
3-3
SCILE 1:20
HEADER BEAM
SCALE 1:20
SCHEDULE OF HEADERBEAM
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2- FOR GENERAL NOTES REFER D|VG. NO. 1804/CUL-GN-O1
TYP. PLAN OF APRON SLAB (STNGLE CELL)
SC.qLE 1:50 (2NOS.)
ryP. PLAN OF APRON SLAB (MULTT CELL)
scALE 1:5O (2NOS.)
,/i"*.li,*-
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1-i
SO{.8 l:20
2-2
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102-12tO175-VAR.
110-1260175 (BOTT.)
BEAM ID.
BEAM SIZE REINFORCEMENT
Bw Bh roP (123)BOTTOM (124)BTNDERS (125)
B1 600 4-166 4-16d 1odor50
a2 300 600 +-166 4-256 1oto100
s3 500 600 4-256 4-256 roto100
84 J00 750 4-1 6d 4+2-256 1 zdO1 00
J00 4+2-256 4+2-25d 12dO100
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GOVERNMENT OF PAKISTAN
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MrNrsrRY oF coMMUNrcATroNs
of*", NATIoNAL HTGHwAY AUTHoRTw
= ,orn"J[nrr*,
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(PW.) LrD. (PW.) LrD.
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DR&KN
FAS
DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
TITLE
CULVERTS
SCALE
1r 1OO*'rL\L
sup$;ro RY
a(
trEXALN RECOMMENDED SMR
'1":
cr{g;ytR" SA DATE
MAY 2017
DWG. NO,
1804/CUL-105
SHEET NO.
7
REV. DATE D€scRrPTroN \efiesvEs,
lovED JKP
stltuLD,l

98. DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N.65
L2
I
SUBWAY

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LENGTH & rurnot
WPICAL LONGITUDINAL SECTION AT C.L OF SUBWAY
SUBWAY
NOTE
FOR SECTIONS 1
REFER DWG. NO.
- 1 & 2 - 2 AND DETAILS
NHA/\D/s1 /snt/OO2.
A&C;
PLAN
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'W
MrNrsrRY oF coMMUNrcATroNs
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WITH
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(pw.) LrD.
ASIF ALI & ASSOCIATES
(PW.) LrD.
A. A. ASSOCIATES
04 oR4q$l
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N-65
TITLE
SUBWAY
GENERAL ARRANGEMENT
SCALE
o3 :D
o2 v"\
{' nrCoEilenoec
01 (^\-
fER, DATE
MAY 2O2O
DWG, NO.
NHA/TD/s1/SW/OOL
SHEET NO,
REV.onre i DEScRIPTToN \ ROU&b
,F.ovso

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BITUMENCOATED
SURFACEJOINT
BOTTOM SI.AB
TO
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DETAIL - A DETAIL - B DETAIL - C
STONE PITCH
SECTION 2.2
MASONRY
OF SUBWAY
TOEWALL
| 1 0001
20 DIA X 450 LONG
DOWELS AT 200 C/C DEBONDED
OVER HALF ITS LENGTH
APPROACHSLAB
CONCRFTE
DETAIL
- E
DETAIL . D
SECTION 1. NOTE
LOCATION AND LEVELS MAY BE ADJUSTED BY
DURING LEVEL ADJUSTMENTS, IF FILL HEIGHT
SIGNIFICANTLY NOTIry THE ENGINEER.
THE ENGINEER.
VARIES
20 DIA X
DOWELS A
EI.ASTOMERIC
ol-
+l
1 50X1
COMPACTED
100mm
(BLTNDTNG)
rt, tn GOVERNMENT OF PAKISTAN
'W
MTNISTRY oF coMMuNrcATroNs
*fh., NATIoNAL HTcHWAY AurHoRrrY
-
-IN
I rorNrvENruRE I Ya:r\c7ak 1
"ffisffif wrrH i I
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A. A. ASSOCIATES
o4 f {.,.-\v'
63\wt't
DERA MURAD JAMALI BYPASS
ON
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TITLE
SUBWAY
TYPICAL DETAILS & SECTIONS
SCALE
03 lErtL.
srArlTTfED
o2 la( rgc
o'r.
/vER, DATE
MAY 2O2O
DWG. NO.
NHA/TD/s1/SW/OO2
SHEET NO.
REV.DATE DEscRrPTroN \-,t !eeBo{F&q
F.tRovED
S].DUL:,/

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DETAIL A
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1<r
ELEVATION OF WING WALL
TYP. PLAN OF APPROACH SLAB
-;E-T
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3400
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. '
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ALL CONCRFTE SURFACES COMING IN CONTACT
WITH SOIL SHALL BE COATED WITH BITUMEN.
5000
FOUNDATION PLAN OF WING WALL
(4 Nos)
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1 00-
SECTION 1 . 1
l-100
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MTNISTRY oF coMMUNrcATroNs
,f*., NATToNAL HrcHwAY AUTHoRrry
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TURKPAK INTERN{TIOflAL
"&M
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N-65 DATE
MAY 2O2O

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103-T120200
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1200
,6001 rJOOI
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3
E
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DETAIL - Y
TYP. CROSS SECTION OF SUBWAY
ELEVATION OF WING WALL
(,+ Nos.)
t'l
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- X
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APPROACH SLAB---T
Nos.t-
SECTION 1. 1 DETAIL. X
TYP. HEAD BEAM
FOUNDATION PLAN OF WING WALL
4DtrAtL-Y
128-T120150 VAR.
t'r 20 0l x 4so roNc
112-T25O15O VAR. (rOP)
I 13-T2sO150 VAR. (BOTTOM)
(4 Nos)
r rr I e GOVERNMENT OF PAKISTAN
'Y
MrNrsrRY oF coMMUNIcATroNs
"t.*,
NATToNAL HrcHwAY AUTHoRrry
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGH\AIAY N-65 DATE
MAY 2O2O

103. DERA MURAD JAMALI BYPASS
ON NATIONAL HIGHWAY N-65
13
I
CATTLE CREEP

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APPRbACH
-- S+B
WPICAL LONGITUDINAL SECTION AT C.L OF CATTLE CREEP
CREEP
rs'rJ'@'rw-'
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CAMLE CREEP LENGTH
PLAN l#P%iA,
{>'-4 /
'r
Qn\,
NOTE
FOR SECTIONS 1 _
1 & 2 - 2 AND DETAILS
REFER DWc. NO. NM^D/51/CC/O}2.
r.t, rn GOVERNMENT OF PAKISTAN
nff
MTNISTRY oF coMMUNrcATroNs
.g*. NATToNAL HrcHwAY AUTHoRTTY
-rN
-
JOTNTVFVTURF
F,E.E!
WITH
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(Pw') LTD.
&
TURKPAK INTERNATIONAL A. A. ASSOCIATES
(PW.) LrD.
Tz*rk"\ak
04 lRr V
DRA!t{?
DERA MURAD JAMALI EYPASS
ON
NATIONAL HIGHWAY N-65
TITLE
CATTLE CREEP
GENERAL ARRANGEMENT
SCALE
o3
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02 [a
''necod$rfeol
01
\'lno\"
cHD,/i{j! DATE
MAY 2O2O
DWG. NO.
NHA/TD/51/CC/OO1
SHEET NO.
REV.DATE oEscRrPrroN RF(}tSit$$fto

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DIA X 450 LONG
DETAIL A DETAIL B
DETAIL C
| 1000 |
DEBONDED
APPROACH SI.AB
100
DETAIL E
DETAIL D
SECTION 1- 1
{
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NOTE
LOCAT]ON AND LEVELS MAY BE ADJUSTED BY THE ENGINEER.
DURING LEVEL ADJUSTMENTS, IF RLL HEIGHT VARIES
SIGNIRCANTLY NOTIFY THE ENGINEER.
SECTION 2.2
EI.ASTOMERIC 20 DIA X 450 LONG
DOWEI_S AT 200 C
TOP SLAE
150X150
rr, rr GOVERNMENT OF PAKISTAN
'Y
MrNrsrRY oF coMMUNrcATIoNs
,,{.h.. NATToNAL HrcHwAY AUTHoRTTY
T
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o4 f*r'_\v^l{0fl
DERA MURAD JAMALI BYPASS
ON
NATIONAL HIGHWAY N-65
TITLE
CATTLE CREEP
TYPICAL DETAILS & SECTIONS
SCALE
o3
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tofglfiEo
o2 fl5!cA,'UgH
'*.4
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DATE
MAY 2O2O
DWG. NO,
NHA/TD/s1/CCtOO2
SHEET NO.
REV.DAT€ DEscRrPTroN \e-tf P.SovED
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TYP. CROSS SECTION OF CATTLE CREEP
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GOVERNMENT OF PAKISTAN
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TITLE
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