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JUNE,200g
PROJTCT CONSULTANT:
sOr{ aMf,NIf,O
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GENtrRAL DRAVIINGS
SR.NO. DESCRIPT ION DRAWING NO.
I
o2
n z
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L I S T O F D R A W I N G S
LOCATION PLAN & KEY PLAN
GENERAL NOTES
L E G E N D S & A B B R E V I A T I O N S
SETTING OUT DATA
U O
O 7
oa
1 1
1 2
'1 3
1 4
TYPICAL CROSS SECTION
T Y P I C A L D E T A I L S O F D R A I N , B A R R I E R K E R B & D E L I N E T O R
D E S I G N C R I T E R I A & R O A D G E O M E T R I C D E T A I L STRAFFIC S IGNS
T R A F F I C S I G N S I N S T A L L A T I O N , K M P O S T , R O W M A R K E R ,BUS BAY DETAIL
TYPICAL ENTRANCE/EXIT AND U_TURN DETAIL
M I N O R I N T E R S E C T I O N D E T A I L S .
PAVEMENT MARKING & CAT EYES DETAILS .
DETAILS OF FENCE (URBAN AR[A)
TYPICAL DETAILS STEEL GUARD RAIL
OVER HEAD GANTRY S IGN DETAIL
a
TYPICAL D ITA ILS OFC O N S T R U C T I O N
TYPICAL DETAILS OF
W A I T I N G S H E D S P L A N
T R A F F I C M A N A G M E N T D U R I N G
K I O S K
& S E C T I O N A - A
z - 2 4 O 4 / c E N / O 1
z - 2 4 o 4 / G E N / 0 2T I \ J
z - 2 + o 4 / G E N / O 2 A
z - 2 4 O 4 / c E N / O 3
z - 2 4 O 4 / G E N / O 4
z - 2 4 O 4 / G E N / O 5 ATO
z - 2 4 0 4 / c E N / O s G
z - 2 4 O 4 / G E N / O 6
TO
z - 2 4 0 4 / c E N / O 6 B
z - 2 + o 4 / G E N / 0 7
z - 2 4 O 4 / G E N / O 8
z - 2 4 0 4 / G E N / O e
z - 2 4 0 4 / G E N / t o
z - 2 4 O 4 / G E N / 1 1z - 2 4 O 4 / G E N / 1 2
z - 2 4 A 4 / G E N / 1 s
z - 2 4 0 4 / G E N / 1 +
z - 2 4 A 4 / c E N / 1 s
TO
z - 2 4 O 4 / c E N / 1
z - 2 + o 4 / c E N / 1
5 B
, \ J
z - 2 4 O 4 / c E N / 1 6 8
z - 2 4 0 4 / G r N / 1 7
z - 2 + o 4 / G E N / 1 A
SR.NO, DESCRIPT ION DRAWING NO.
1 P L A N & P R O F I L E , K m . 8 2 + 2 4 6 . 4 4 5 K r n . 1 5 5 - J - 5 2 O z - 2 4 O + / P " / 1 - 1 0 5
ient:
arI
t-skordu\GEN
NATIONAI HIGHWAY AUTHORITY
Consultant;-
EClr-Eng inee r i ng Consu l l on i s I n i . (Pv l ) L ta .Consulting Engineers, Architects & plonners29 B\ock 7/8 Oorul Amon Housing Society, Shoroe Foisol, Korochi.
TITLE :- Drarving No:-
z-21o4/cEN/01DETAIL DESIGN TOR IMPROVEMENT AND
WIDENING OF S_1(JUGLOT_SKARDU)Km 82.246 TO Km LSO.SZO PHASE II LIST OF DRAIIINGS
ItII
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IIIIIII
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Project:- l
DrTAIL DEsIcN r4n mnoveMENT ANDTfiDiINING OT S* 1(JUGLO?-SKARDU)
KM 83.5 TO KM'16? PHASE II
Cons.ultant:-
ECTLEngineer ing Consul lonts Int . (Pvt) Ltd.Consulting Engrineers, Archi.tects & plonners29 Block /8 Osrul Amcn Housing Society, Shoroe Foisol, Karcchi.
LOCATION PLAN
= 1252327.5514,
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Client:-
6T
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DETATL DEsrcN nob rupnovEMENT ANDWIDTNING o}' sJ1(JUcLoT_si<ARDU}
KM 83.5 TO KM 16? PHASE II
Consultaat:-
ECrr-Eng inee r i ng Consu l t on i s I n1 . (Pv t ) L td .Consultinq Engineers, Architects & plonners29 Block /8 Dorul Amsn Housing Society, Shoroe Foisol, Kcrochi
LOCATION PLAN
IIIII
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1 E > < C E P - ' \ N H E N O - T H E R \ N I S E I N D I C A I - E D , A L L D I M-TH E N I E -T -R IC SYS-TEM O F - IV1 EAS LJ R EM ENT.
E N S I O N S A N D L J N I - T S A R E I N
2 . A L L C O < > F R D I N A T E S A R E M E A S L J R E D I N M E _ T E R So 5_Y_F.r o F PAK |s_rAN .
A N D C O F < R E S P O N D - T O I _ H E G ] R D
K M . D L J R I N G - T - H E D T S i G N S T A G E .
G R I D C O O R T ) I N A I _ E S .
3 . " G P S " R E A D I N G S \ N E R EA L L - r H E
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= : o J E C ' - S T J R V E Y \ N A S C O N D T J C - T E D D L J R \ N G ( ; ; ; - ; = = ; - ; - ;
skor.lu\ cFN
Project:-
DETAIL DESIGN FOR IMPROVEMENT AND
-wrDENrNG OF S_1(JUGLOT_SKARDU)Km 82.246 TO Km L|,S.'ZO PHASE II
fu NATIONAL HIGHITAY AUTHORITYJ**
Consultanh-
EGTT-Engineer ing Consul lonls ln t . (pvt ) Ltd.Consul i ing Engineers, Archi tects & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
GE'IVERAL AIOTES
Ed.No DATE Description Designed:-AZI.AR ZAIDI
Submitted:-
z-24o1/cEN/03
Draring
Drawn:-S.U,N.USMANI
Checked: -
AEOULLHA MASHERApproved:-
f_ Sca le : - lDate : -N. r. s. I ^-^ .^^" E i ^ ; + i ^ - ^
III
ItClient:
turScale: -
N. T, S. F J : r : ^ - n
DETAIL DESIGN FOR IMPROVEMENT AND
--wrDplvr]vq oF s-1 (rucror_SKARDU)Km 82.246 T0 Km 1SS.5Z0 PHASE iI
Consultant:-
ECTLEng inee r i ng Consu l i qn t s t n t . ( ev t ) l t a .Consulting Engineers, Architects & plonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
GEOLOGY & SOIL
S.NC DESCRIPTION SYMBOL
1 CROUND LINE (EARIH)_ruNR
z BORE HOLE (ROADWAY) aJ BORE HOLE (SIRUCTURES) o4 POTENflAL BORROW AREA e-.-->
POTENTIAL QUARRY AREA /r'q'z?
STONEY WASTE GiT.AMOUND
HYDROLOGICAL FEATURESCANAL ,/ DRAIN
WATER COURSE ----?'RELOCATED WATER COURSE
4 R I V E R / N A L L A H / I O R R E N T ---a
WELL !.6 TUBE WELL q
HAND PUMP a-tt KAREZ __i. !_
I >OND / LAKE 6::ii:;\o /ARSH @
ROADAND RAILWAY1 IIGHT OF WAY R.0.w
2 l :XISTJNG METALLED ROAD
ROADAND RAILWAY
S.N( DESCRIPTION SYMBOL
EXISTING EARTHEN ROAD OR TRACK
PATH
PROPOSED CARRIACEWAY
o RELOCAIED EXISTINGROAD
7 RAILWAY LINE
8 BRIDGE IN PI.AN
Y EXISTING BRIDGE, CULVERT
1 0 PROPOSED BOX CULVERI IN PLAN -A-
1 1 PROPOSED PIPE CULVERT IN PLAN
1 2 PROPOSED BOX CULVERT IN PROFILE =Ft 3 PROPOSED PIPE CULVERT IN PROFILE G1 4 EMBANKMENI
^ r l ^ l-Y--V-T--V-r
t f , CUT SLOPE TN,T,IT;ITMTo FILL SLOPE TrFrrrrFTrFTa coNcRqTE CHUIE (DYKE DRATNAGE) |...]...1...1...1T
t t r t r t l
8 MEDIAN DROP INLET trv GUARD RA'I +
ROAD AND RAILWAY
S,NC DESCRIPTION SYMBOL
IRAFFIC SIGN l \OCNNz ) KERB STONE
BUILDING AND MISC. STRUCTURESEXISIING HOUSE, MUD HOUSE % t iMOSQUE
TIIJ
BOUNDARY WALL
CULIIVATION LIMIT
5 PROPERTY ,/ OWNERSHIP BOUNDARYb FENCE +4/_.#
7 WIRE FENCING ....#
SURVEYCHANGE POINT --a-
2 IRAVERSE POINT & TRAVERSE LINE .fr-POINT OF INTERSECTION
CONTOUR @MILE STONE / Km. POST H
6 PERMANENT REFERENCE MARKER tr7 REFERENCE POINT
ai BENCH MARK BMt
UTJLlTIES
S . N ( DESCRIPTION SYMBOL
1 LIGHT POLE / POWER POLE @GAS PIPELINE -c-
WATER PIPELJNE
POWER LINE (MAJOR) -€F
5 POWER LINE (SINGLE POLE) -WUNDERGROUND CABLE (T&T) -+ -+-
TELEPHONE & TELEGRAPH (T&T) -*8 MANHOLE (9
MISCILLANEOUS1 b U 5 H L 5 { * y Y 1 f l2 TREES OR ORCHARD 0000f
GRAVEYARD
CENTRE LINE
PYLON ESOIL PIT LOCATION ERIP RAP FFffi
I START / END POINT OF HORIZONTAL CURVE cFOOT PAIH WITH DRAIN
1 0 BUS BAYS
CURVES
s.N( DESCRIPTION ABBREVIATIONS
I STATION SIA.2 POINT OF INTERSECTION PI
3 EASTING E4 NORTHING N
ANGLE OF DEFLECTION Ao RADIUS
LENGIH OF TANGENT TI LENGTH OF CIRCULAR CURVE
EXIERNAL ORDINATE L A
t o DEGRTE OF CURVE n
RATE OF SUPERELEVATION SE1 2 WIDENING w1 3 BEGINNING OF CIRCULAR CURVE1 4 END OF CIRCULAR CURVE
VERTICAL POINT OF INTERSECTION VPIt o SLEVATION EL
t l .ENGTH OF HORIZONTAL/VERTICAL CURVT L
CURVES
S.N( DESCRIPTION ABBREVIATIONS
r 8 MIDDLE ORDINAIE M
1 9 NORMAL CROSSFALL NC
20 REVERSE CROWN P'
SUPERELEVAIION RUNOFF J K
1 Z TANGENT RUNOUT TR
23 POINT OF COMPOUND CURVATURE
LENGTH OF IRANSITION CURVE
25 PARAMETER OF IRANSITION CURVE
z o BEGINNING OF TRANSITION CURVE aTa
27 END OF TRANSIIION CURVE Efc
2A POINT OF VERIICAL CURVATURE
Z V POINT OF VERTICAL TANGENCY PW
STRUCTURES1 ARCH CULVERT AC2 PIPE CULVERT
SLAB CULVERT, BOX CULVERT Qn o^
4 BRIDGE BR
STRUCTURES
S.NC DESCRIPTION ABBREVIAT'ONS
INTERCHANGE
o INVERT LEVEL IL
7 BED LEVEL BLI FINISHED ROAD LEVEL FRL
EMBANKMENT EMBK.
MISCELLANEOUS1 WATER COURSE wc
LIGHT POLE, POWER POLE t p P p
TELEPHONE POLE TP
4 STRAIGHT 5 I
RIGHI Rt
LEFT Lt7 HEIGHT Ht
I THICKNESS IH, tAHEAD AHD
BACK BK
MINIMUM M I N .
2 MAXIMUM MAX.
MISCELLANEOUS
S.NC DESCRIPIION ABBREVIATIONS
1 2 NUMBER No., #1 3 MilRE M , r n
1 4 VERIICAL VER
1 5 DEPRESSION DEP
RELATIVE RISE f
1 7 RELATIVE DEPTH d
' 18 GRFATER THAN AND EQUAL TO >/' 19 LESS THAN AND EQUAL TO \<20 SIANDARO
2' l TYPICAL TYP.
22 HIGH TENSION HT
zv DRAWINGS DRG.
24 BENCH MARK BM
25 HIGH FLOOD LEVEL H,F.L
z o RIGHT OF WAY R.O.W
27 REFERENCE KCC .
z 6 REFERENCE POINT REF. PT.
zv IRAVERSE POINI TS, NK, MKan PERMANENT REFERENCE MARKER P R M
z 1 MANHOLE MH
J Z CORRIOOR OF IMPACT col
tItI
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hr NATIONAT HIGHWAY AUTHORITY
ISETTING OUT
'/ D:/MY DoC
NATIONAI, HIGHWAY AUTHORITY
C H A I N A C E @ C S
| 7 . 4 0 6 J 1 E 3 1
5 1 . 3 1 7
9 J + 5 1 J . l 4 l O z 95 + 570.791
+ 694.74787
Q f I 0 1 1
71145241 4J .1 9 t 7959.71 81 49
142.5821A
| 1 3 .96974 t6.53217
28.74045+
4.417141 96 + 47J. + 577.72487
+ 141.697
32.574359 + 4 1 7 . 2 1 5 1 9.54936
444.37012
+ 1 6 1 . 1 197.3251 1 197.3251 11 49 .9 1
81.739241 101.53245
84a.14777
1.+7931
| 66.J 1 388
+ 2 4 4 . 1 1+ J 1 5 . 4 1
474.4485946.73716A
+ 6 1 7 . 8 1
+ 414.9771 3 .91 5212
1 5J481 64 OO + 24-61+ 92.71 100 + 92.71
458.741421 44.49037
1OO + 749.42 roo + 594.34+ 815.94
257.51 951| 31.921441 0 1 + 5 9 9 . 1 5 8 5 4 1 + J54.49449 101 + 421.61A761 15772081O1 + 528.12675 1 + +74.55397 1 + 474.55397229.45+1 4 471381 101 + 700.13294
1 0 2 + 1 1 1 .
Jt LJJI 95 290.51 181 + 29O.511847.129323 571.591 44 71.591+41 17.24446
l 8 8 r o 1 1 J211.29991
2 5 . 1 9 1 0 0 7
17.70 ' t76110J + 873.J7104 + 5 .45
103.24477
377.79244429.9801 I
DETAIL DESIGN FOR IMPROVEMENT ANDWTDENTNG OF S_1(JUGLOT_SKARDU)
KM 83.5 TO KM 167 PHASE I I
Consultant:-
ECrr_Eng inee r i ng Consu l t on i s I n i . ( pv i ) L td .Consul t ing Engineers, Archi tec is & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
Submitted:-
SETTING OUT
Sca le : - Date : -
tt
Project:-
DETAIL DESIGN FOR IMPROVEMENT ANDffTDENTNG OF S-1(JUGLOT_SKARDU)
KM 83.5 TO KM 16? PHASE Ii
Consultant:-
ECrr_Engineer ing Consul tonts ln t . (pvf ) Lfd.Consul t ing Engineers, Archi tects & p lonners29 Block 7/B Dorul Amon Housing Society, Shoroe Foisot, Korochi.
/ D:/MY
HIGHWAY AUTHORITYSETTII\G OUT
N. r. s.
60.1 97586
BACK CH. = 118+359.9580AHEA0 CH.
BACK CH. = 125+J88.8980AHEAD CH. =125+J8J.945
l r 6 + 8 . 7 5 0 3 7 51 1 6 + 1 2 7 . 1 4 3 3 2
116 + 13O.2A788.328 1 94J61 276757.494
1 1 6 + 4 2 1 . 1 1 6 r 4 4 1 . J 8 4 J 71 1 6 + 4 7 2 . 5 1 1 1 6 + 4 7 2 . 5 1 4 8 116 + 555.22371
1 1 6 + 6 J 9 . 0 7 1 51 1 3 . 7 37 3 . 6 6 1
59716772
1 1 7 + 1 0 4 . 5 1 6 7 8117 + 104.51678 1 1 7 + 1 3 1 . 1 7 7 6 61 1 7 + 1 7 117 + 136.53224
16.41471
117 + 499. '| 17 + 529.2237227166574 l ' 1 7 + 5 J 3 . 9 8 1r 1 7 + 5 2 6 . 1 6 5 0 9 117 + 656-222789.296601721
1 1 7 + 6 7 1 . 2 117 + 671.21581275774.41 1 7 + 7 4 1 . 117 + 741.6769A 117 + 788.93089
1 1 7 + 8 1 4 .
l l 8 + i 4 5 . 3 1 5 0 51 1 8 + 1 118 + 200-2246A
5.6J1 2361 1 1 8 + 5 6 2 . 4 J 5 9 4118 + 562.4J594118 + 694.67737 1 1 8 + 7 4 0 .
1 1 a + 9 1 3 . 5 2 1 7 1 4 t1A + 968.2171492.71474
1 19 .+ 64J .88161
120 + 221-14664 221.1466417.A188362.27314
120 + 417.3 + 417.371 120 + 480.16771 120 + 4A0.16771
120 + 61a.4947
120 + a17.01071 4 1 . 7 4 1 9 2
121 + 90 .33
+ 3 7 1 . ' l 1 2 l + 3 7 1 . 1 9 6 8 5 21 + 430.47317916.32201 916.322011 271 7 42. 976.20773
121 + 9A3.O2 121 + 983.02J88 122 + 4+.416973122 + 123.1
122 + 499.71839 t22 + 507.6674122 + 663.14782122 + ao9.47563 122 .+ 836.t22 + 910.8429A1 2 2 + 9 9 1 . 6 1 6 1 9123 + 179.71751 1 2 3 + 1 6 4 . 5 5 12J + 194.75734 123 + 194.75734
123 + 214
123 + 3A3321.O171A2 123 + 491.31687 123 + 467.0 123 + 467 15.57r O r 123 + 515.57
123 + 571.123 + 614 123 + 642.5
123 + 733.A411 + 733.A4111| 2701 24 .1123 + 804. r23 + 839.1 2 3 + 8 5 1 . 1
1 +.6412501t 2 3 + . 9 2 1 . 8 5 3 J 3
12+ + 14.98O4Os 124 + 41.25A035176.54514
|24 + 237.59928124 + 239.30',1 t24 + 290.J8158124 + 304.474A
r24 + 519.628J124 + 531.1 5 J 1 . 1 5 6 1 9
124 + 649.41214124 + 6A7.31
15.2192124 + 741.885 '124 + 741.AA518 124 + 777.74465 t2+ + 777.74465
124 + 847.4400412+ + 912.4222
125 + 56.71
I 2 5 + J 8 3 . t
t 3 . 1 4 8 1 3 1t25 + 503.J80191.1 12266
27234I 79 .6671 8r25 + 601.J2469 125 + 579.125 + 808.18679 r 2 5 + 7 9 1 . 3 1
125 + A27.9374 125 + 874.+2114.815897 125 + 917.1 9 1 7 . 1 21 91 .7120A
N. T. S.
Client:-
I-TBdrm\
,K mauoNAL HrcHtrAy AUTHoRTTvry
I
Project:-
DETAIL DESIGN FOR IMPROVEMENT ANDWTDENTNG OF S-1(JUCIOT_SKARDU)
KM 83.5 TO KM 167 PHASE II
Consultant:-
ECrr_Engineer ing Consul fonls Int . (pvt ) Lfd.Consul t ing Engineers, Archi tects & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
Drawing No:-
z-2404/cEN/o5O
Project:-
DETAIL DESIGN FOR IMPROVEMENT ANDWTDENTNG OF S-1(JUGLOT_SKARDU)
KM 83.5 TO KM T67 PHASE II
Drawing No:-
z-24O4/GEN/ostECTL
Consuli ing Engineers, Architects & plonners29 Block 7/8 Dorul lmon Housing Society, Shoroe Foisol, Korochi.
NATIONAL HIGH}YAY AUTHORITYSETTING OUT
lI
C H A I N A G E @ C S
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107.42255
r 4 0 + 2 9 3 . 1 r40 + J46.5 1 . 5 1 7 140 + 417.25913
2 4 . 7 1 7 1 4 0 + 5 6 1 . 1 5 1K CH. = 140+724.783 AHEAD CH. = t40+715.151
51.06J81 81.82423
1 4 1 + 4 . 11 67.41541 ' t 4 1 + 1 6 7 . 4 1 5 4 1
+ 2 2 1 . 1 4 1 r 97 .5J4r I 1 4 1 + 1
476.20619 141 + 476.20619
1 4 2 + 1 142 + 51 .89554J
1 2 6 1 7 7 1 9 4 . 1 0 1 1 J
142.73 142 + 607.94587 142 + 750.672 ' tg4 1 . 9 1 5
1 1 1 . 9 0 9 1 5 1 4 2 + I r45 + 14 .500824l 4 J + 4 1 . 5 + 4 1 . 5 1 r 4 5 + 6 t . 9 5 4 7 8 1
Project : -
DETAIL DESIGN FOR IMPROVEMENT ANDWIDENING OF S-1(JUGLOT-SKARDU)
KM 83.5 TO KM 167 PHASE II
Consultant:-
ECtr-Eng inee r i ng Consu l t on i s I n t . ( pv t ) L td .Consul t ing Engineers, Archi tects & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TITLE :-
NATIONAL HIGHII'AY AUTHORITYSETTING OUT
Sca le : -N. T, S,
1 4 3 + J 5 1 . 8 1 7 8143 + 456.1054
1 2 6 1 1 1 1
21727.4 143 + 892.51655
1 4 4 + 1 1 8 - 11+4 + 3211 4 4 + 5 5 1 . 1
145 + 7 .9901291
1 4 5 + 1 1 145 + 142.45884
r 4 5 + 5 5 9 . 3 1 9 7 83 . 4 1 7 3 145 + 647.171 i 14 + 6+t . t7trg145 + 797.1
'45 + 906.9105+ 14.574
146 + 449.71235 146 + 417.4728 + 477.89
+ 4 1 J . 9
r 4 ' t + t 9 l . J 7| 47 + 254.4
148 + 710.o3 2 . 1 3 1
49 + 400.86711
149 + 822.77
+ t03 .9J1| 6 . O 1 7
+ 8 t 1 . 1
1 5 1 + 6 7
151 + 377
151 + 7JJ .
1 5 2 + 1 6 1 . 11 22 .561 76
152 + 746.J57J2153 + 2+2.OA4is
154 + 72 .854134154 + 26J .9697t
154 + 294.471 154 + 337.76579
-skordu\GEN
Client:-
$ ,^r,oNAL HrGH,,Ay DETAIL DESIGN FOR IMPROVEMEN? AND
wrnENrNG OF S_1(JUCLOT_SKARDU)KM 83.5 TO KM 167 PHASE II
Consultant:-
ECIL-Engineer ing Consul tonls ln t . (pv i ) l tA.Consul t ing Engineers, Archi tects & p lonners29 Block 7/B Dorul knon Housing Societl Shoroe Foisol, (oroclri.
Drawing Nol-
2-2404/GEN/O'c
Sca le : -N. I- S, E ' n i + i ^ -
q
DETAILS OF ROADWAY SECTION
I.ASPHALT WEARING coURSE 5.0 cM2.ASPHALT BASE COURSE 7.0 CMJ.WATER BOUND MACADAM ... . . . . . . . . . . . . . . ts.O cM4.SUBBASE COURSE ... . . . . . . . . .15.0 Ctvt
1 1 .3 FORMATIONWIDTH
TYPICAL CROSS-SECTION FOR FILL ARBAS
5. SUBGRADE
DETAILS OF SHOULDER SECTION6. TRIPPLE SURFACE TRF/TMENT7. WATER BOUND MACADAM ... . . . . . . . . . . . . . . . .8. SUBBASE COURSE9. EqRTHEN SHOULDER
25.0 cMI5 .0 cM
NOTES:
1' lN J0 cM EMBANKI/ENT ToP A-j-o, A-j-b, & A-2-4 sorls wlTH soAKEDCBR>15% WILL BE UTILIZED AND COMPACTED TO THE SPECIFIED DENSITY. HOWEVER, WHEREVERRocK oR MATERIAL wlTH cBR > 15% ts ENCoUNTERED, rHE wBM/suBBAsE (oNLy ryHEN RAtstNcls REQUIRED) wlLL BE DIRECTLY ovERLAtD oN sucH srMTA AFIER NEcEssARy pREpARATToN oFTHE SURFACE.
2. IN HARD ROCK CUT, THE EXCAVATION LIMIT LINE SHOULD BE 10 CM MINIMUM.IN ROCK, COMPACTION OF EXCAVATED ROCK SURFACE IS NOT REQUIRED. HOWEVER, INMATERIALS OTHER THAN HARD ROCK, THE EXCAVATION LIMIT LINE SHALL BE AT 15CM BELOWWATER BoUND MACADAM BEFoRE LAYING SUBBASE LAYER (S) tN cASE oF sotl HAVTNG cBR LEssTHAN 1OZ EXCAVATION LIMIT LINE SHALL BE 45CM BELOW WBM TO ACCOMMODATE SUBGRADE 3OCM.THE EXCAVATED SURFACE lN SOILS SHALL BE SCARIFIED,/ eLoUGHED To A DEpTH oF 15cMWATERED AND COMPACTED TO THE SPECIFIED DENSIT,.
3'WHEREVER LoNGlruDtNAL PRoFILE rs LESs THAN Ez, TREATED sHouLDERs wrLL BE pRovrDED.HOWEVER, GROUTED SIONE PITCHING (15 CM THICK) WILL BE APPLIED ON SUOUI.OENS INsrRETcHEs WHERE LoNGlruDlNAL PROFILE / GRADE ts EeuAL To oR GREATER THAN 8% AS pERDIRECTIONS OF THE ENGINEER.
4' PAVED DRAIN wlLL BE PRovtDED tN soFT RocK oR rN NoRMAL sorL oNLy. HowEVER, rN HARD ANDMEDIUM ROCK, DRAINS WILL BE SHAPED AS SHOWN IN CROSS SECTION.5.GRANULAR SUBBASE MATERIAL OF.I .5 m WIDTH AND THIcKNESS EQUAL To SUBBASE LAYER WILL BEPLACED AT 20 m TNTERVAL FOR DAyLtcHTtNc.
\-to* 4 N\\u'^"F,''*'-
t(.'l ient:-
Consultant:-
ECrr-Eng inee r i ng Consu l t on t s I n t . (Pv t ) L td .Consul t ing Engineers, Archi tects & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TYPICAL
CROSS SECTIONS
DETAIL DESIGN FOR IMPROVEMENT AND}YIDENING OF S-1(JUGIOT-SKARDU)Krn 82.246 TO Xm I55.SZO PHASE II
Drawing No;-
z-2404/GEN/06NATIONAI HIGHWAY AUTHORITY
Sca le : -
(t
IIIII VAR.
DETAIL ' 'A"
DETAILS OF ROADITAY SECTION
pETAIIS 0F SHoULDER SECTION6.TRIPPLE SURFACE TREATMENT7. WATER BOUND MACADAM . . . . . . . . . . . . . . . . . . . . .8. SUBBASE COURSE9. EARTHEN SHOULDER
qL
NOTES:
1. lN 30 CM EMBANKMENT TOp A-1-o, A-1-b, & A_2_4 SotLS W|IH SOAKEDCBR>152 WLL BE TJTILIZED AND COMPACTED IO IHE SPECIFIED DENSITY. HOWEVER, WHEREVERROCK OR MATERIAL WITH CBR > 15% IS ENCOUNTERED, THE WBM/SUBBASE (ONLY WHEN RAISINGls REoulRE0) wlLL BE DIRECTLY ovERLAtD oN sucH srRArA AFTER NEcESsARy pREpARATToN oFIHE SURFACE.
2'IN HARD ROCK CUT, THE EXCAVATION LIMIT LINE SHOULD BE 10 CM MINIMUM.IN ROCK, COMPACTION OF EXCAVATED ROCK SURFACE IS NOT REQUIRED. HOWEVER, INMATERIALS OTHER THAN HARD ROCK, THE EXCAVATION LIMIT LINE SHALL BE AT 15CM BELOWWATER BoUND MACADAM BEFoRE LAyrNc suBBASE LAvER (s) rr.r cnsr oilor1 n-ov,rc cBR LESSTHAN 1OZ EXCAVATION LIMJI IINE SHALL 8E 45CM EELOW WBM TO ACCOMMODATE 5UBGRADE JOCMTHE EXCAVATED SURFACE IN SOILS SHALL BE SCARIFIED / PLOUGHED TO A DEPTH OF 15CM
11 .3 FORMAIdON WIDTH
TRAVEL LANE
0.5
= >
E 2
1 . 5
SHOUTOERNT
1 q .5
E
z
;Eq
TRAVEL LANE
FRL
sltout ERt ) l
A q
25.0 CM15 .0 CM
r f Art
\<**a & *\+J' *kf**"
Iyln:,:":y-$;:;: -""-"-: ""--"-;: r:i sil |Y' l5. SUBCRADE
DETAILS IN CUT AREAS
ryPE CUI SLOPE( N )
HEIGHT OF BERM( H )
WIDTH OF BIRM(B)
COMPACT HARD ROCK 0 .10 10 1 ,0MEDIUM ROCK o.25 1 .5
SOFT ROCK 0 .50 5 2 .OS O I L 2 .O
Project:-
DETAIL DESIGN FOR IMPROVEMENT ANDryTDENING OF S-1(JUGLOT_SKARDU)Km 82.P46 TO Km t55.O2O PHASE II
Client:-I
ffiff tvarroNAl HrcHwAY AUTH0RTTY-,&Tr
I
Consultant:-
ECTLEngineer ing Consul lonts Int . (pvt ) L id.Consulting Engineers, Architects & plonners29 Block 7 /8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TITLE :-
TYPICALCROSS SECTIONS
APPROACH ROADS FOROFBRIDG
Drawing No:-
z-24O4/GEN/06A
\].L
=P
IItIII
frzX)
VAR.VAR.
* - B +t - l' E q l
t ., f-----1
1'3 F'RMA
l.ASPHALT WEARING COURSFz.asp'nfr ensl i6uiiE'l: ' " "'-' ' """"""""""'. 5.0 cM
J.*ATER BouND MA.ADA" ..' ' 7'o cM
4.' ,BBASE couRSE ..-. . . . . . . . .""" " " ' 15.0 cM
15.0 Ctul
DETAII,S OF ROAD]TAY SECTION
5. SUBCRADE
DETAILS OF SHOULDER SECTION6. IRIPPLE SURFACE TREATMENI
9. EqRIHEN SHOULDER .
T.WATER BOUND MACADAM ..B..,BBASE couRsE .. . . . . . . . . . . ' 2s.o cMo _ ^ D ' ' F r , 1 5 , O C M I
NOTEST
'1.,N 30 CM EMBANKMENT_TOp A_1_o, A_1_6, & A_2_4 SOTLS W|IH SOAKEDCBR>152 WILL BE UTILIZF'D EruO COVPECTEO'iO iHi SPECIFIED DENSITY. HOWEVER, WHEREVERROCK OR MATERIAL WITH CBR > 152 IS C^TCOU*,iNTO, THE WBM/SUBBASE (ONLY WHEN RAISING
I;J:l,;|^TJ wrLL BE DTRE.TLY ,'ERLATD or'r su*r-srRArA AFTER trecrssnRv ,Rrpnnmo,u o,
2.IN HARD ROCK CUI. THE_EXCAVAION LIMIT LINE SHOULD BE 10 CM MINIMUM.IN ROCK, COMPACTION OF EXCAVATED NOCX IUirNii IS NOT REQUIRED. HOWEVER, iNMATERIALS OTHER THAN "oRD
ROCK, THE EXCNVETI6ru- LIMIT LINE SHALL BE AT 'sCM BELOW}VATER BOUND MACADAM BEFORE I-AiING_SUrJil;E";irN (S) IN CASE OF SOIL HAVING CBR LESSTHAN 102 EXCAVATION LrMlr LINE sH,qLL ii-asiM -aiLo*
*e" ro AccoMMoDArE suBGRADE JocM.rHE EXcAvATED suRFAcE rN sorls SHALL BE scen,ino // pLoucHED ro A DEprH oF ?5cMWATERED AND COMPACTED TO THE SPECIFIED DENSITY,3.WHEREVER LONGITUDINAL
IRg.I!E 1: LESS THAN 8%, TREATED SHOULDERS WILL BE PROVIDED.HowEVER, GRourED rto*:,jllgulg iiicv"irrrj,<l wrLL BE AppuED oN sHouLDERS rN;1J.ff3[: [Ftffi?ff'J:or^r^-
pnoiur 7 cmil",d EeuAL ro on ciocrtR iHAN Bz AS pER4. PAVED DRAIN WILL BE PROVIDED IN SOFT ROCK OR IN NORMAL SOIL ONLY. HOWEVER, IN HARD ANDMEDIUM RocK, DRAtNs wr.L BE sHApED AS sHowN ir,r cnoss sEcTtoN.''GRANULAR ''BBASE MATERTAL oF 1.5 m woin-nr'ro'iHlcKNESs EeuAL To ',BBASE LA'ER wrLL BEPLACED AI 20 m TNTERVAL fOn OlyLtCHlttC
Engineer ing Consul tonts Int . (pvt ) Ltd.Consul t ing Engineers, Archi tects & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TYPICAL CROSS-SECTION FOR
CUT AREAS
DETAIL ''A''
II
Client:-
fu *orroNAr HrcHwAy AUTH,RTT'l*'
Consultant:-
ECrr_-
I
N
DETAIL DESIGN FOR IMPROVEMENT ANDWTDENTNG OF S_1(JUGLOT_SKARDU)
Draving No:-
Z-24o4/cEN/68
uorvsN'rro o*o ,ilf"o-])svsuv t{vgun\\-/'II SSVHd oz9.99l rrrx oJ 9?z.zg lJux
(nauvxs-.r,orcnr) r -s Jo cNlNgolirloNv INAI,itsAoudr[I uo.{ NNISSO IMAO
,{.IIUOHJNV AVITH)IH TVNOIJO' 'M Lo/Nlc/torz-z
-:op Eu1relq
'NMC .{O SIIYISO .IVCIdIJ
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'P+-'l (p6; '+ul s+uD+lnsuo3 6u1.reau16u3
ffi-:JtrrlInSuoS
IIIIIIIIIIIItIII
III
TANGENT SUPERELEVATIONPC ORPI
EDGE OF PAVEMTNT OF SOUTH BONO CARR|AGEWAYSHOULDER EDGE OF SOUTH BOND CARRIAGEWAY
INSIDE EDGE OF PAVEMENI OF SOUTH BOND CARRIAGEWAY
GRADE LINE INSIDE EDGE OF INNER SHOULDEREDGE OF PAVEMENT NORTH BOND CARRIAGEWAY
OUTER EDGE OF PAVEMENT OF NORTH BOND CARRIAGEWAY
SHOULDER EDGE OF NORTH BOND CARRIAGEWAY
METHOD OF ATTAINING SUPERELEVIRAVELID WAY REVOLVED ABO
LEFT CURVE
PC ORPT
LEFT CURVT
r-1!--+--, 65 I - 3.6s , t.S .
I SHoULDER
I EXrsnNG CARRTAGEWAY
I ExrsnNo cARRhcEwAy
I snouLoen
I
NORMAL CROSSFALL AT ' 'A,,
X-SECTION AT U
X-SECTION AT , '0, '
X-SECTION AT ' 'E' '
a
\\o / -
x , , r a , t \ '
X-SECTION AT ' 'C' '
IAPARAMilTR
TERRAINUNIT DESIGN VALUES
PLAIN HILLYDESIGN SPEED km/h e o ) O U
MINIMUM SToPPING SIGHT DISTANCE (SSD) m 1 6 0
MAXIMUM RATE OF SUPERELEVATION-v\ 6 n - M
MINIMUM RADIUS OF HORIZONTAL CURVATURE m JJs ) tss fWIDTH OF TRAVELLED WAY m 7.30 7.30WDTH OF SHOULDER m
1.5 on ei ther s ide 1 .5 on e i t he r s i de
CROSS SLOPES TRAVELLED WAYSHOULDER
% z
2 IN URBAN AREA4 IN RURAL AREA
(As sHowN rN x-sEcnoNs DMwtNc)
z
2 IN URBAN AREA4 IN RURAL AREA
(As sHowN rN x-sEcnoNs DRAW|NG)
RATE OF CHANGE OF SUPERELEVATION 1 : 2 1 O 1 : 2 1 OTANGENT RUNOUT LENGTH m 7 6 1 n
K VALUE FOR CREST VERTICAL CURVE m/%A 39 1 1K VALUE FOR SAG VERTICAL CURVE FOR SSD m/%A 38 1 8
MINIMUM LENGTH OF VERTJCAL CURVE m 54 Z A
FILL SIDESLOPE (H:V) 2 : 1 2 : 1
(w-37)MINOR CROSS ROAD
FROM LEFT
ffi(R-24,
HEAVY VEHICLE OVERTAKINGPROHIBITION
'fn'\t\ I At.w
(R-rs)PROCEED STRAIGHI
OR RIGHT ONLY
,dffiIt
Mffi(w-J7)
u'"o*oif ?i3"looo
ffi(R-23)
ALL OVERIAKINGPROHIBITION
ffi(R-38)
rURN TO THE LEFTONLY
ALTERNATIVE PANELS FOR SIGNS
NOTE(1) TRAFFIC SIGNS ARE EXTRACTED FROM "MANUAL OF SIGNS, SIGNALS& ROAD MARKING'' BY NTRC, JULY 1989(2) FOR COLOR SCHEME OF TRAFFTC SICNS PANEL REFERENCE TO BEMADE TO
,,MANUAL OF SIGNS, SIGNALS & ROAD MARKINGS" BY
/ffiN
ffi(w- 1e)
BICYCLE CROSSINC
,'ru',f#ffi\||h
(l',-36)ROUNO ABOUI
ffi(R-22)
NO U-TURN
,/-_\IV tF7 \! l l t li l \ I t v
\*/(R-37)
TURN TO THE RIGHTONLY
1200
l-. Irnst | |l_L__l
. 9oo L 1200 .
r-- i t lt -\ J_[-i{ , R t | |\-/ :L_t I
/IN/fl'\}}r'
,Alty \lN/Jl,*tt*\lrr,ulmmrlllrflTmliD
(!v-33)LEVEL CROSSING
WIIH GATES/ru-11111s.sm)il1)\to/
(R- 1 6)HEIGHT LIMIT SIGN
A{l( ->llr\L i]\/
(R-34)PROCEEO TO lHE
ffir--_-l
r[N
ffi(w-2s)
MINOR ROAD ONLEFT SIOE
ffi(R-3)
PRIOR Y ROAD
mW
(R-30)END OF SPEED LIMIT
ffi! t +{ t l t !
\*/(R-44)
LANE CON'ROL
Wry\fl
(R-2)GIVEWAY
ffi(R2e)
PARKING PROHIBITION
ffi(R-43)
PROCEED CLOCKWISE
,fru-/ll,r\ti]'qilTrflItfiril]|TlllTfflil)
(w-1)CURVE TOWARDS RICHT
,'Iro}*,rl'tt\u[m]rmilTmil]*o-u[X#u/*r.,.
/ro)-ffiffi
(w-41)OIHER DANOER WARNING
ffi(R-26)
HORN PROHIBIIION
Aw(R-4r )
KEEP LEFT
1@; rr-rrM X UI ll^I,'Ji,llwt @l
( l -c ' /
BEGINNING OF BUILT-UP AREA
-(!:2) (w-3)CURVE ToWARDS LEFr LEFr REVERSE CURVE
AT RIGHT ANGLE
(w-28)MINOR ROAD CROSSTNG
WITH AN OFFSET
RIGHT REVERSE CURVE
ONE-WAY AHF.AD
MINOR ROAD ONRIGHI SIDE
(t-24)ONE WAY TO IHE RIGHT
HUMP
(R-20)NO RIGHT TURN
(R-3s)PROCEEO TO THE
LEFT ONLY
PEDESIRIAN CROSSINC
(R-36)PROCEED SIRAIGHT
AHEAD ONLY
/ruN{ll["'41il\Mdrj/
(R-4)SLOW
mutE////E'ill
W(R-J1 )
END OF OVERTAKINGRESTRICTION
'ffi},v*/(R-4s)
LANE CONTROL
/ffi]}-,'#r\0mmmmf,lll)
(w-r0)JUNCTION
ffi(R-s)
ROAO CLOSEO
@(R-32) (R-r3)
END OF PRIORITY END OF ALL RESTRICIIONS
0 - 1 1 )PHONE SERVICE
0-2s)BUS STOP
orrf^ll,o*
@'mlMLW lh=urw) 'w)
( t -12) ( -13)PEIROL PUMP HOIEL / MOIEL
(67)ADVANCE DIRECTION
SIGNSSHOWN ON DRAWINGS
(R-40)PROCEED STRAIGHT
OR LEFT ONLY
0-4)DIRECTION
o lN I
:l_
( -6 )END OF BUILT-UP AREA
(r- I s)IOLL PLAZA
(w-16)FALLING ROCK
(R27)POLICE CHECK POST
NAME OF CITY
CATEGORY SHAPE OR MODEL ryPE OF SIGNS.
A WARNING
a) REGULATORY
5o r!INFORMATORY
3c
Jucqt;-
Iarmnmtn
.sry NATIONAL HIGHWAY!
ECrr-Eng inee r i ng Consu l t on l s l n t . (Pv t ) L i d .Consul t ing Engineers, Archi tects & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TITLE :-
TRAFFIC SIGNS
Project-
DETAIL DESIGN FOR IMPROVEMENT ANDWIDENING OF S-1(JUGLOT-SKARDU)
Krtr 82.246 TO Km 155.520 PHASE II
Drawing No:-
z-2404/GEN/os
S c a l e : -
AUTHORITY
THROUGH POST
ffil-_lsg_-l
SECT. A-A
CATECORY 1
J I_T-ll tLl
| 4 5 0 r
SECT. B-B
CATEGORY 2
t-T_lt-?-lt r lr 6 0 0 l
sEcT. c-cCATEGORY 3a
i-Trt---?-lt t l| 600
r*1
CONCRFTE CLASS 1
DTTAIL OF KILOMETRE POST
,20qn
SECT. D-D
CATEGORY 3a
B]AIL.OF_WAY MARKER DETAIL
BUS BAYS DETAIL
NOTE:FOR LATERAL CLEARANCE OF TRAFFIC SIGNS REFERTO ''MANUAL
OF SIGNS, SIGNALS & ROADMARKINGS' ' BY NTRC, JULY 1989.
Jt_T_l'l l--t-lI r | |
| 600
SECT. F_F
CATEG0RY 3c
KILOMETRE POST LOCATION DETAIL
Project:-
DETAIL DESIGN FOR IMPROVEMENT ANDWTDENING OF S-1(JUGLOT-SKARDU)Krn 82.246 TO Km LSS.SZO PHASE II
Drawing No:-
z-2404/cEN/1oECt l -Engineer ing Consul tqnls Int . (pv i ) L td.Consulting Engineers, Architects & plonners29 Block 7 /8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TRAFFIC SIGN INSTALLATIONKILOMETRE POST.
ROW MARKER,
BUS BAYS DETAIL
NATIONAL HIGHWAY AUTHORITY
II
TRIPLE SURFACE TREATMENT (TST)
AGGREGATE BASI COURSE 20 Cm. THTCK
prioiHOTEL/
HOSPITAL
TYPICAL E]\TRA1\CEIEXIT DETAIL
Consultant:-
ECtt-Eng inee r i ng Consu l l on t s I n t . (Pv t ) L td .Consul t ing Engineers, Archi tects & p lonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TYPICALENTRANCE /EXTT,
TYPICALU_TURN DETAIL
Project:-
DETAIL DESICN FOR IMPROVEMENT ANDWTDENING OF S-1(JUGL0T-SKARDU)Krn 82.246 TO Km L5b.52O PHASE II
Drawing No:-
z-24o4/cEN/t 1NATIONAT HIGHIYAY AUTHORITY
IIIIItIIIIIIIIII
/ " ' -
II SEAIaUI_E:E
Il| !r,t l.zss.-owul I
I -f-- - 5Y53l u$f-/ - -4 I l l, - r 9 , r r l
| .l II
"zll-4'll .
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l_l---]-t4" l l l l \
4,,@ II^ X\ STOPLINEtlffi'*^;*-t- I ll+ \\\ ^^^_.rErLEsuRFAcErREA,v- lf \rS/ l#,.-s"-* t\i---
\ :ffi \\ffi'5. : - \ \\ , ' | - -s I s et swJ \ , /,\\/+
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'l I I
T-TYPEH'/ trm kr--4--+r-
STOP LI
SIDE SLOPE|.-.--1|-
tr f----f-
+ f-ir'^ ̂"+---t-
tl|---------1|--
TRIPLE SURFACE TREA'AGCREGATE BASE COURSE 2oomr
| 35.00IIl +
St
\ l-f--fl fT-*ll\ t) ll ^ | lla,.*1s--\\/,rt ll \ ll llID(l ll \ R'ARABLE l) lr-iH lt l ie o \ \ v/l l l-trl lts r_\Vl il4--------=-\ai
ll \\,, ll il^" '/\ \
I I lr...on ,"u _. TRT'LE suRFAcE TREAT
/ Vrr l l nooneo,iieAsEcbunsrzo#Ir*K<l
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ll ll [|-,-tr-*--o**-//
I I F MMp sHour-DER,cARR,AcEwAy,sHorJLDER!E roomm w,DE > /l I I
&l ll I -l-dA- I | | lE sEc r l oNArD- i
t l---7-\ I I I RECOMMENDED CURVE RADIi FOR DTFFERENT
yff i- i / | | | ANGLES oF TURN-"4\l 11,,,..,,,,^,,v t / \ t l
l i l ls ' l :ol, . r . - r . . .1 l r . ro l l
(pLAN-I
r o e n I g o I
r z r o r s I
l " l | >go I vanrneLE It t t t lr I -A IA&W_L
*= --- j-q+.'ffiIII
S *otroNA[ HTGHWA' AUTH'RTT'DETAIL DESIGN FOR IMPROVEMENT AND
wrDENrNc oF s-1(JUGr0T_SKARDU)Km 82.246 TO Km tl5..b?0 PHASE II
Consultant:-
ECI t_Engineer ing Consul fonls Int . (pvt ) Ltd.Consulting Engineers, Architects & plonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
MINOR INTERSBCTION
DETAILS
trd.No DATE Description Designed:-AZW Z tDl
Submitted:- Drailing
z-21o4/cEN/12
Drawn:-S.M.N.USMANI
Checked:-
AZHAR 2AOI
Approved:-
Sca le : -N. T. S.
)a te : -
JULY, 2006 Edition 0
ROAD MARKINGS L INE DIMENSIONSDESCRIPTION
Eu?t l
tf
I
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lfrDENrNc oF s_1(JUGLOT_SKARDU)Krn 82.246 TO Km LIoS.EZO PHASE II
ECrr-Engineer ing Consul tonls Int . (pvt ) Ltd.Consul t ing Engineers, Archi tects & plonners29 Block 7/8 Dorul Amon Housing Societl Shoroe Foisol, Korochi.
PAVEMENT MARKING& CAT EYES
DETAITSScale:-
N. T, S.
IIIlIIITIIIIITIII
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SECTION B_B
'I 2mm SQ SOLTD BAR BRACTNG(3 NoS)
MAIN CARRIAGE
CLASS A
SERVICE ROAD
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PART ELEVATION
s I IU CLASS A(FOUNDAT|oN)
SECTION A-A
F'OUNDATIONPLAN
NOTES:-
1. ALL THE DIMENSIONS ARE IN MILLIMETERS OR OTHERWISE NOTED.2. MATERIAL FOR THE STRUCTURAL STEEL SHALL CONFORM TO ASTM AJ6
WITH YiELD STRESS 36000psi.3. ALL WELDING SHALL BE DONE AT SHOP.4. WELDINC SHALL CONFORM TO AWS. USING ETOXX ELECTRODES5. ALL PAINTING AND SURFACE PREPARATION SHALL BE DONE AS PER SPECIFICATION.6. ALL THE LOOSE MATERIAL AND MILL SCALES SHALL BE REMOVED FROM THE BARS
BY THE APPROPRIATE MEANS AS PER SPECIFICAT|ON AND SHOP PRIMER TO BE APPLIED.2ND AND 3RD COAT TO BE APPLIED AFIER ERECTION AT SITE.
SmmTHK FLAT PO/NTED PLATEWELDED WITH SQ BAR
$ *or,oNAr HrcHWAy AUTHoRrryDETAIL DESIGN FOR IMPROVEMENT AND
-trIDENING OF S-1(JUGLOT_SKARDU)Km 82.246 TO Km l55.5ZO PIIASE Il
ECrr-Engineer ing Consul f onls ln t . (pvt ) L id.Consul t ing Engineers, Archi tects & plonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
DETAILS OF FENCE(URBAN AREA)
0d.No DATE Description Designed:-AZHM ZADI
Submitted:- Draring No:-
z-21O4/cEN/ 1 4III
Drarn:-S.M.N.USMNI
Checked:-AzHAR ZADI
Approved:-
S c a l e : -N, T. S.
Date :
JULY. 2006 Edit ion O
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DETAIL DESIGN FOR IMPROVEMENT ANDWTDENING oF s-1(JUGLor_SKARDU)
Km 82.246 TO Km L55.5ZO PHASE II
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NATIONAI HIGII}I'AY AUTHORITYDETAIL DESIGN FOR IMPROVEMENT AND
WTDENINC 0F s-1(JUGLOT_SKARDU)Krn 82.246 TO Km I5S.5ZO PHASE II
Engineer ing Consul tonls In i . (pvt ) Ltd.Consul t ing Engineers, Archi tects & plonners29 dock 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
GUARD RAIL DETAILSAND COMPONENTS(SHEET30r3)
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z-24o4/CEN/155
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OVER HEADGANTRY SIGN
DETAILS
Ed.No DATE Description Designed:-EMR ZAOI
Submitted:- Drawing No:-
z-24o4/cEN/16Drarn:-
s,u.N.6Nl
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ECTLEngineer ing Consul tonts Int . (pvf ) LtdConsul t ing Engineers, Archi tects & ptonners29 Blcr;k 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
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OVERHEAD GANTRY SIGN
0d.No DATE Description Designed:-azffi z{Dl
Submitted:- Draring No:-
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Approved:-
Scale: -
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Date :
DEC. 2006 Edit ion 0
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DETAIL DESIGN TOR IMPROVEMENT ANDwrDENrNc oF s-1(JUGLOT_SKARDU)
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Consultant:-
ECTLEngineer ing Consul tonls In i . (pv i ) L td.Consul t ing Engineers, Archi tecis & plonners29 BlockT/B Oorul Amcn Housing Society, Shoroe Foisol, l(orochi.
TITLE :-
PIAN & PROFITEFRoM STA.82246.445 T0 STA. 82+?20
Edition
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Km 82.246 TO Km L11.SZO PHASE II
ECTI-Engineer ing Consul ionts In i . (pvt ) LtdConsul t ing Engineers, Archi tects & plonners29 Block 7/B Dorul Amon Housing Society, Shoroe Foisol, Korochi.
PLAN & PROFITEt'R0M sTA. 83+420 T0 sTA. 84+t20
DATE Description Designed:-EW ZAIDI
Submitted:- Drailing No:-
z-24o4/PP/03
t . DEC,2m6 CMMGS REVERSEO
Drarn:-s.M.N.USml2. JUNE,2OOI P.I. DATA CORRECTED
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IIlIIIttIIIIIIII
: | . t . t r \ J . Z Z D I N / ^ . ) _ Zt - . . o . r * o
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r = zo , zzJl < - n
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Ex = 2.523S E = -
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zu,- ttg-_21_E = 3383806.9 '1 1
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EX = 4.869S E = -
PC = 84+692.912PT - 84+750.833
P. l . No . 25E = 3383846.0a1N = 1 2 7 9 1 6 6 . 6 4 2a = 1 4 . 0 6 9 ' Ro - 1 ? t r
| = t o . b J t t
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EX = 1 .024S E = -
PC = 84+755.458PT = 84+788.607
84+504
s+
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Km 82.246 TO Km LSS.EZO PHASE II
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ECrr-Engineer ing Consul tonts In i . (pvt ) L id.Consul t ing Engineers, Archi tects & plonners29 Block 7/8 Dorul Amon Housing Sociely, Shoroe Foisol, Korochi.
TITLS :-
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S *ur,oNAL HTGHWA' AUTH'RTT'
vroJect:-
DETAIL DESIGN FOR IMPROVEMENT ANDWTDENTNG OF S-1(JUGL0T_SKARDU)
Krn 82.246 TO Km LS55ZO PHASE II
Consultant:-
ECrr_Engineer ing Consul tonts Int . (pvt ) Ltd.Consulting Engineers, Architects & plonners29 Block 7/8 Dorul Amon Housing Society, Shoroe Foisol, Korochi.
TITLE :-
PLAN & PROFITEFRoM STA. 86+220 T0 STA. 86+920
Ed,No DATE Description Designed:-AZMR ZAIDI
Submitted:- Drawing No:-
z-24o4/PP/07
1 . 0EC,2005 CMM6E RWERSED
Drawn: -S.M.N.USWIJUNE,200l P.I. OATA CORRECTED
Checked:-AZMR ZAIDI
Approved:-
Scale:- HoR = l :2oooVER - tt4o0 D a t e : - o E c , 2 m E Edition 2
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