TTIIIIIIIII'I'ITTTIIII

GOVERNMENT OF PAKISTANsa - ?-zq iroi / rLB/ d l /6slBs@^a \1 ) 1,o\L

MINISTRY OF COMMUNICATIONSNATIONAL HIGHWAY AUTHORITY

REHABILITATION OFKOHALA.MUZAFFARABAD ROAD (S.2)

DAMAGED DUE TO RAINS & FLOOD 2O1O

PACKAGE-2 (KM20+700' 35+000)

VOLUME: IIIA

TENDER DRAWINGS

NOVEMBER 2011

:IIftt

NATIONAL ENGINEERING SERVICES PAKISTAN (PVT.) LIMITED.NESPAK HOUSE1-C , BLOCK.N , MODEL TOWN EXTENSION , LAHORE, PAKISTAN.

I

IIII

iI

IIIII.t.T"TT,ltIl_'l-

II

TITLE OF DRAWING DRAWING NO- TOTAL NOOF SHEETSS- NO

PROPOSED P^WIENT SNUCTIRE (ME)

hcc enees' qu muL a toLe

lm@ se 'uLwPr RtmocEwu xnL

I mLcr prveuur urrre xtru

lm*L su**tqror onrs-lRoaD sc{ F4,NDAIoN EnL

t ̂ -2 2 1 /. 02 / n / ^aoz'aa2 ̂

s^-2244o2/IDl,oa|-N

$rlroulE d nEr NN6 srR\icDRes

s^ ,21/1o2/n/t^n14 " a2o

PLIN & PRoFIE (Krl 20+700 10 ru 35+mo) s^-rr4/1a2/n,tcoot' 43,

LIST OF DRA'ITINGS GENERAL NOTES' ri'.?r'JH$3,'ll,l}"Tf^H!.*lJ,'siis ?8Ttfitri'

4ExsnNc[v€ !s ,D|MENsoNs^N

5 'Ld [cH^NoEsLNNszoNrAL, /E

' i*'"",i." ."i* * '*,*"*

" ::'iH,lLsTr"g?,i1,""?1ff t'"i'T:#:g'l" H ?3',fiT3f15,13'Xiigil,?3iliig""3,"il"if'&Y*"^t."i-fil'iiiff s]{"**" "*-

- lli:3$Sl,,:.!" Lfl gfAli{5l"iiF:'a'J5,ili#i1 X" !l?'lH

"H,iffi ,i:"#*:ixl$ll*$srT"3i$^i3"trr;'re#^Bi'

'' FBJ*,fH's#.3sn],JJti fF i"J'!sll9i :""*tlffi

SHALLsUB ' lD . rALEDsHoP0F^q{6 rd

-H'i#tfi ffi "Tft ^;*ffi "ft ":fi1*H't$"':ff ii+ffiil#"Elii$ffi ff it"tr5l#[$,ffifrBsqi{,{:}.if#H;i,iii{|fi#"s{f",Tff{" Hn"-" f#,ili$}i;",**f ]#ttqi1i;#ffig''lQhffit*Snqiffim* ""

Hit;,!s'i,l ?fiJi: Hl"flH!fl i'i.

nRu/ND/Ro6' srMra

$lTTNDtR

iii$;o*i'l

KO1TALA TO MUZ}!5'ARIBTDPACi G!-2

(lO{ 20+?00'lol 95+000)GOVERNUEIi'I Ot PIKSTA)I

VINISTRY OT COUMUN]CATIOI{SNATIONJI, HICI{]YAY AUT']OIITY

SYMBOLS

t t l

m

ABBREVIATIONS

a

tr

4:

fl

I-r'

AIL

d.****

Ea

ill.'&*

XOIIALA TO }TUZII['!'IB{BADPAC(t0f,-2

(tol 2o+?00-lol 35+000)

COVERNUEN1 OF P-AKISTANlllti[sTBl 0r coxMwlclnoNsNATIONA! TIIGHIYIY AUTSOHTY

I

tt

IIIIt

I

T

III

TIItIItIIIIIIIIItIIII

HALLAH TO MUZAFFARABAD ROADREHABILITATION OF EXISTING ROAD(Type-1 )

q

PAVEMENT

vw v v_r ' Er tsTrNG PEAIr i re kvARrlNG 6n_7M)

- ' t- -*

L RACK FILL EMIANKHENT

?r. -cuRt sT![E

P8I]EI]SE!-EA]If,UENTA.VEARING CELIRSE {scr)aSPNALT BASE CCURSE (oach)

AGG.IASE CEUSE (20'h)

SU' BASE (?5cn)RECDMPACIIEN !F EXISTING NETAL!Y AIDING ADDIT]ONAL SU8-BASEOR PLACED SUB 6RA!E (3OCN) ]N

cldss t Flx(dfte. toleronce tevel

LINE

r.1D!

1]'

en

B

NETESI

1i Gronurd. sub-brse coufsP (cBR > 5oZ) 6hotl be conptr'te'l dt 9a7 0f M'!! rl-!h plds+'tv lhdex=0

2 ' - Aooregote bdse cou.se sho l t be ldd t l th na thd ' l cdL pover (P los tc tv ndex(p)=<3)

3,- Aspholt Pove. l. to bP use.l sholl hdve fun'tlondL ldser etenPnts ( e se'so's)

4,- Asohot-t Conc.ete Vedrn. Cou.se

.aspho l t co^ teh t 2 , to f to tq t n ix '

.Pe.cent olr volds l. nix

5r- Asohdtt cor..eie Rose Cou.se

.Aspholt conieht Z *tof lotoL nix

.Pe.ceht olr vods lh nlx

(OIIIIA TO }IUZAT[AR1I,{DP,{CtuCD-2

(hI 2O+?OS,IOI 35+000)HIiissH'flylH* "**GO1EBNMBNT OI' P1TISTANMIN]STEY Or Coi/iluNlcalloNsNA1ION!! I{IGHYAY }UTHOAITY

IIIIIItIIII't'IIItIt-IIT

KOHALLAH TO MUZAFFARABAD ROAD

REHABILITATION oF EXISTING RoAD(Type-lll)q

2- AsPhdLi Pqver ls to be used sholt hdve

3L- Asohdlt Cohcrete Ved'no Course

Asphdlt cohlent Z *tol iotol hlx'

pe..€n1 dlr voicls lh nlt

4- Asohatt Cohcrete Bose Cou'se

AsPhdLt conteht 7 vtoF totdt hrx'

Perceht olr vods n rrx

6.1 - f .3omPAVE\4f,NT

STING

et.CUR} STONE

N,S L

cut L iNE

6M"7M)es.oelsElllavEuE-Nr

N,S,L AFTER DAMAGES

/?n

CONCRETE CLASSOVER CDMPACTED

1I f'l

T64EIONPROTECI lON

NRAW

351

a-atc tdss 3 F l { {o f te r to le .0^ 'e

B

RETAINTNC VALL

NETES-

l,- Ih sectlons vhere exstihg qsphol+ concret€(Ao) tdver su'fdce

*lth tdck codt. P.or the net dspholt overlqv' rectiflcotloh or

dsphdlt *eq.hg cou.se ndterLdl loe cohpleted Exstlng polLshed

cotcl hllled (qt zefo level thlckhess recluctlon) dt 15h oll the

to ehsu.e borddqe dnd dvold sllppdge 1o ner overtoy Asphdlilc

toye., super elevdtlDns, unduLotlohs ohd 'ld€ qudlty torerdnce

fuhctlondl loser etenents (e sensors)

A,VEARING CoURSE (scn)ASPHALT SASE CoURSE (Oach)

clqss B nlt ((otter toLerqnce

ls Lhtdct, dlrect AC overtov shotL be enPloved

ony Loco l?ed wEok 3pot N ih deep po tch ihg r th

surfo.e of osphdlt Lqver Ehdll be suPe'fLcdltLy

pdveBent edge on both sldes torord cehtre lhe

bqse course <OOcn) shotl be cohsidPred

tevels sholl be ddd.esse.r lh thrs ldver

INGS

ffLf.3l*

XOHtl,A TO VUZ}TTAfuBA!

(IOl 20+?06,101 35+000);fi ilxs* HsyfB'" **'GOVERNMINT OI PAKIgTTNXIN]STRY OF COMMI'N]CATIONSNAf IONA! IIIG}IIIAY AU1I1ORITY

*,rv1@l!/]]9!4

IIIlIIIItIIItIITtl_III

KOIIALLA - MUZAFFARABADPackage-2 (Km 20+700 " Km

RoAD (s-2)35+000)

PRoPo sEDlDvE!4-ENllslBgeTuRE

(lype-1, 3.425km), ('Iypel , 10.817km)

Note:-lpptcation of type of pa\€ment stl-ucture shall be as per srte

condition pdor to commence the construction activities or as

directed bY the Engineer'

Proposed PavementStructure (TYPe)

Length(ml

Chaluage

Type Jll20+87 52O+7 oo

2++3OO20+87 5

'I\'pe Jllro64234+94224+3OO

t4242Total Length F4

PRdP6EO P^Wtr $RUCfoR(M'I(OHAT,! TO ITUZAIITRIGIDPACI<IC!-2

(sM 2O+?OO-IOI 35+000)COI'BRNMENT OT' PAICSIAN

tltNlsr8Y O!' COiAIUNCAIIoNSNATIONT! HIS}IIA'T AUTEORfY

IIIIIIIIIIIIIIIIIIIII

1(OI]A1,A TO XU?AIIIQIIiDPACIi1C!-2

(to{ 20+?00-llll 35+000)

TYPICAL PLUM CONCRETE RETAINING I{ALL

TABLE PLUM CONCRfiE

TYP CAL PLAN OF PARAPET WALL

APPLICABLE

[a]Es

WHERE NO RffAINAING WALL EX]STSSECTION A-A

-YPICA. SLCTIO\ OI PLJ]V CO\CRtTL

- .E?"['"" l#,iJii ;,r^ii-*- H"J""i*S"w#"*:fl:*r

-trftrflI#-"H*"#H3* ?iy:T^'-",l"Tilit*",f.1.ri"rHr"t:,a*r"

duRE sw bE p4ED oN nRr/e6j/kDn&x e ra

" fl,iffi ,iffi"ff"ffitffids^,Hi?H*3'.3"ipTF'tr1-"-'sif^trflr,DEIA]L ''X''

HEIGHT(m)

BASE WIDTH

2.Ot) t .503-00 2.00

3.506.00

5,005.50

9.m

12.00 3.00

CONCRETE

f.tffi.,.

::PAEIIENT

{

5

COIERN XM ON PAKISruNllllrsTRl or coMMuxtca.tloNsNAI'IONAJ, HICEIfAY AUTITORITf

IIIIItIIIIItIIIIIIIII

SHOULIEP \ -i

Helgh-l

RtzN0TES,

SIEEL ASTI1 615 6RAIE 60 SHALL BE USE!,

3!li,i5$'x5]".Jfi,'J1'{3i",ri.NcRETE STEULD 3E 2r0 rcl$,rPEOVINE CONSTRUCIION JOTNT NOT FURTNER APART I5,.,ACTUAL LCCATIIN, LEN6TN, NEICHT SHALL BE 'ECIIED\APPRDVE!3Y 'T]E ENGINEER PRIER T! CONSTRUCT]ON AT SITE, SHEP IRAVINGS AS PERN/TURAL 6ROI]ND CONDIT1EN SHALL EE SUII.,IITEN FOR APPRIVAL

HDPIZON'A , OP AS OIPr ( -LD B \ l i F

PAYMENI OF IEEP HOLES,FTLTER I{ATERIAL TS DEErcN TO BE INCLIJIE'

il re."^"_'llT"i",L.."p".li0l|acTrvr Es DF Rcc RETArNrNc \raLls !

XITUIAN CCATINC (2 CDATS) SI1A].L !ACKF]!L NA]ER]ALNC SEPARATE PAYHENT

EXPANSIEN.]IINT DETAIL

FILTER I,IATERIAL

EXCAVROC( FILL

DETAIL "X"

CO\IRNI{ENT OF P!I{ST,{NUINISTRY OF COMMUMCAT1ONSNATIONII HICI'TYTY AUTEORNY

. (OIIALA M UUZJFIARTBID, PACMCT_2(Io{ eo+?oo,to{ 35+ooo)

IIIIIIIIIIIIIIIIIIIII

DIIIEITSIONA

EBnlBr lDl D'I T1 122.00 - .r 00

3.00 - 4 00 350400 - 500

500 - 600

600 - 700

7.00 - aoo300 - 900 6509.00 - looo

?aor0 00 - 11.00

11 00 - r2 .CO

RCC RETAII|IIIG WALL DESION DETAILS ALONG WITIT REIIIFORCEMEIIT

NOIE

s_fliLt fiEl]\ltcFcEMcr!f sl rqra

REIfiFORCEMEIIT D[TAI'

, 6@ 200 r4 @ r004 6@ 2aO h 6@2Aa n4 @ t75 H5@ )o0

l r 3@ 175 d s@ 17s | 6O l7s r5o 200 #s@ 17s, 3@ 1s0 d 5@ 1s0 { 6@ 150 ,5@ 200 {4@ 1s0 #5@ ls0{ 3@ r50 * s@ 1s0 r5@ r75 x.1@ 150 rs@ ls0

6 * s@ 130 #3@ 1s0 ,6@ rs0 r5@ 150* 3@ r25 r s@ 12s #3@ 150 #5O 1so {s@ 125

3 s 3@ 125 # s@ 125 13o rs0 s6o lso [5@ 1s0 ss@ 1259 , s@ r10 l 5@ 110 f3@ rs0 fl6O 130 \s@ r25

n6@ 110 {s@ r10

iffiSi^x.

COVERNiMM O[ PTKST}NINISTRY O[' COMMUMCATIONS

NATIONAI, HIGHVIY AUTHOHTY

nrr]oNrl, ENGrNI[mc sDnnc (OH{LA TO MUZIIFIFIIADPAClqCn-2

(1O{ 20+?06,KM 35+OOO)

RCC RE'TTININC 'AII, TIAI,E

IIIIIIIIIIIllIIIIIIII

f to'l

DETAIL,'Y.'

96 NOS

{

V'EEP HOLES

zi!!9

r00r,+

^f6l'L

NOTEST]. STEEL ASTM 615 GRADE 60 SHALL 3E I]sED.

?. COVPRESSJVE S]RENG]H OF CONCREI! SHOULD BE 2IO KC/CMC"L.{DLR CRl,\'r NC S-r\CIr !- 23 oAlS

3, PFo\1DE CoNSTRUCI]ON JONT NOT FURTNER APAFT 15m.4 ACIUAL LOCA]]ON. LENGTH, HEIGHI SHALL EE DECIOEO\APPRO\,€D

3Y _lL TNG,NLER Po0F I0 O\5|RUCTON AI S.1r. SjOF DF!{l\Cc rr oFt

NAfuRAL EROTJND CONDI]ION SHALL 3E SUB}II1ED FOR APPROVAL.

250 EN6NEER.

5, (FVC PIPE 1OOfiM did) SHALI AE PRO\IDED STACGERED AI AN1.5m VERTICAL & 1.5m HORTZONTAL OR AS DTRECTED By TUE

\IIEEP HOLES,FLTER MATERAL S OEEMED TO BE INCLUDEDro\sTFLJ^rO\ .CTIV rES O oC. QcT.Nt \L ! ! r S .9 l Y V C N S P I . . B C P A I D .

Il l / l

EXPANS ON JOIN T DETAIL B]UMAN COATNO (2 COATS) SHALL BE APPLED ALONC BACKFLL MATERIALNO SEPARATE PA'/IIENT SHALL BE PAD,

SHLD

CO\ARNUENT OF PTITISTANIOIISFY OF COMMI,I]\IICATIONSNATIONAI I'IEHX,IY IUIHORITY

I(OHALA TO 1IuZIFIAR}B}DPACJIAOI-E

(tol 2o+?oo-xll 35+ooo)

I

IItIIIIIII'rIIITIIIIII

Sr. No. Hetghttml

DIMENSIONS

El"t"" BT D r- r,I 2.OO - 3.00 1800 - 2500 700 - 1000 600 ̂ 800 300 - 400 400 500 - 700

2 3.00 - 4.o0 2s00 - 3200 1000 - 1400 800 - 1000 400 - 500 450 700 ̂ 800

J 4.O0 - 5.O0 3200 - 3900 1400 - 1800 1000 - 1100 500 - 600 s00 800 - ro00

5.00 ^ 6.00 3900 - 4500 i800 - 2100 I too ̂ 1300 600 - 650 550 1000 " 1100

5 6.00 - 7.00 4500 " 5000 2100 - 2300 1300 - 1400 650 ̂ 700 600 1r00 - 1300

6 7.OO - 8.00 5000 - 5600 2J00 ̂ 2600 1400 - 1500 700 - 800 600 1300 - i 500

RCC BREAST WALL DESIGN DETAILS ALONG WITH REINFORCEMENT

Nt i l :s r E{L R|INi{)R.O|IMEN I inAll

REINFORCEM ENT DETAIL

Sr. Ito. Hetght{m,

REINFORCEMENT

RO1 RO2 RO3 RO4 RO5 RO6

I 2-3 + 6@300 *4@200 + 6@ 300 #5 @ 20o #4 @ 300 #4@ 300

2 # 6@275 # 4@2AO # 6@275 #5@2O0 #4 @ 2s0 #1@25O

3 4-5 #6@2s0 + 4@2OO # 6 @25O #s@ 200 #4 @ 300 # s @2oo

4 5-6 #6(42O0 fr 5@ 200 # 6@2OA +5@ 2AO #4@2OO #5@204

5 6-7 # 8@ 250 # 5 (d 2OO + 8@250 @ 2OA #4@2OA @ 200

6 #8@200 # s@200 # 8@ 20O #s@2oo @ 20o +s@ 20o

OO'!'[TINM[NT OF P,IKSTINMINISTRY OT CO}IMUNICATIONSNII]ONJI, HIGEITAI TUTIIORITY

IIO1ItrIIA f O M1'?,AIT,{RABADPAC&{GE 2

(r}l zo+?oo-to( 35+000)

IIItIIIItIItIIIIIIIIt

FTI'PE 16

ITPE-IY

100

It/'i-:z:

if,i..ftF;'i

Lli:

a^t"t

--Zsa -

CURB STONETYPE Ib 1!t1,8 FoR

DRAIN TYPE_III

,-*, ' - ff-1

NoTES: -

TfPE III Rtz

t

I

: : . : \

iiriri&"1-.-a \

1, .; .1; r

IENDEIl; iWINGS

COYERIIUENT OI PTIOSTINlNtslEY Ot CoU{ltNrClTtONS

NATIONTI I{CEY{AY }UII{ORNY lil|lr"+*ffim"'*'"''IOHTLA TO IIUZII'!'AII.ABID

PICNAC!_2(KM 2o+?oo,tq{ 35+000)

ITIITTITTIITTItITTIII

SECTION B B

ABUIi.]E'.IT AND Or]lERD|,,,1ENS|ONS (WTfl F|LL tM

PLAN OF CULVERT

s,I NOTEST-T:

SECTION A A

j

s

I

GO\,IRNMENT OF PJXISTANIMS.IRY 0r COiIMUIiICAnoNS

NATIONAI I{CIllrAY AUTIIORITY

KollAtA ?O t{Uz,Alftnl.BmPACK}CD.2

(IO{ 20+?00'ry 35+000)tElixs* Hs3-"{,1" *-"

ITIITIIIITIIIIIITIIII

II3

,z umcsp /--- --

fu-;,:*; ;=ooP #d w,

ILNDER[sAWtilRcc. DEcx sr B (3d scw)

TA B L ER.c.c. DECK sL13 (45 sKEr)

b

e{

-ze

DEC( SLAB RENFORCEMENT EDCE AEAM REINFORCEMENT

GOVERN ENT OT P,{XIST,INtnNIsTn'Y 0F corlMw]cA!1oI\'sNIIIONI! I{GHIIAY IUTI]ORTIY

KOHAIN TO MU?,IIT'XIBADP!CKiCE-?

(IOr 20+706,ru 35+0OO)

IIIIIIIIITTTITIIttIII

+-= !f

!I

, ffr-

1i-

I 'm6rRr i (9 - u@c @ rlrns (rt

-Hd ra1-l4I| {,/-u Rtz

covERi'ttNf of PAlcsTtNillMSlBY OT CO MUMCITIONSNATIONd, HICII'AY AUTHORIT'

KoI!{LA T0 lr4rFAn}EtD?actqc!-2

(1Ol 20+?00^,lor 35+OO0)

ITTTIIIIItIITIITTtIII

G-o-

PROFILE OF TYPICT 'DGESIPERELEVAIION TRANSI'IION

SECIION OF TYPICALD STRIBIJf ON OF SUPEFELEVATION

TABLE-I

mnG 6ru !E (PoA {o tuM 0

ffi"T% issfl?#"in$,ffti *E 3F "iy5$ff3! Ahmfls?d,f5..:t$ *

4{

o w # or Prww frm.0D s fmR rs rxe a 0,5 - Lo.fl

B. iaE 0F sEi@and {s.) js R

/#

R'Z

SUPERELEVATION TRANS TION

3X

COWRNtr'ENT O! PAOS?NNM]NISIRY OT COiIMUNICIIIONSNAIIONII UICHll AY TUTHORTIY

KOE{LA TO MUArI'tfuTADPACKAS!-2

((lI 20+700^,KX 35+000)

ITItIII:

IIIItIIIITTTt

;- ' lol

r t + l

TYPICAI, PLACINE DETAIT,S OF ROADslcNs

\ {P !.t

-r -tll o lll lll

IE;t

-*1r

-es3#qfiffi!4sJr-.i

rof M uo8 scNs (>(rlE-n a

$srE 1.ar

CO\ERNUANT OF PAIOSTANUINISTRY OT COMMUNICA11ONSNIIIONAL HICH{,\Y AUTHORITY

KOEALA TO }IUZ,4IF1Ri!IDPAC(ACI-A

(Kl{ 20+?00'1o[ 35+000)

IIIIIIIIIIITITIITIIII

@,-

tc

Ttlrl,l -RII]{IONCEUENT SCEEDUlT

!-l lt _Lli-tdr4 m '$rc4 --il;f;--Ei

REINFORCEMENI DETIII

FIVE KILOMETER POST

IRONI 'IJYATION A.A $DE Et.Evlllolt B-B

RENFORCE'IXNT DSIAIL !'RONT IND SIDI IITVATION

ONA (ILOMETER POST

sEcnoN c-c

NOTES:- rzwSl

-tit9111

T}AI,E -REINlORCEMXiNT

2scttxDULt

G)

tt

I

offie

COWRNjIENT OI' PAKISTAN}I1NIS1RY OT CO}IMUNICATJONSNAIION,II I]IC1II'trI' AUTIIORTIY

(OI !A TO }IIDAFTA&AAD] PACKACX.z

(10{ 20+?0GlO[ 35+000)

IIIIIIIIItIIIIIIIIIII

Hg;l*E

o.r4 ^)

JUNCTION TYPE'I]TABLE NO. 2JUNCTION TYPE'I

TABLE NO- 1

D AL'A'

TFI!NERDRAWINGSNOTESi-

VARIABLE2_LANE ROADSINGLE LANE ROAD

VARIABLE2 LANE ROAD5 NGLE LANE ROAD

coltsF,NMtNr Ot ?uns$f,{}IINISTRY O[ COI{MUNICA?IONSNAIIONI'. I]]CIIIf AY IUTI]ORNY

KoH.{LA 1o U0ZI!!}R \8,\D?ACI(AC!-2

(Io{ €0+?0o'Ku 35+ooo)

IIITITTTTTIIIItIITII!

'f

M'4cljm {tu s rq}D'xNdlq)

mlfu.]J:c Fd3r D ser4

Rlzfl,r'slA"

-trgl-

COIERNUENT OF PIKIgIANUNISTRY OI' COMMUNICA]IONS.NATIONAL HICIIIYAY AUTHORITY

l(oHtta T0 Muz,AMIuSlDltcKlcr-2

(1O{ 2o+?O},IOI 35+OOO)

TIIIIIITTTTIIIIIIIIII

@ @ @

.r.F

"El+

@

_rL

"EF

I 'F\\

!N{d(@)m4 i@ ses

@E@ '.,Fr:fiFff$*

@

COVERNUENT OT P1KISTANMMSfRY OI COIIMUMCIf]ONSNATIONI! II]CHITAY AUTIORNY

(OE,{LA TO T{UZIFIA]IABADPtcK{cx-2

(iW ao+?OO'IlM 35+OOO)'Eliil$* sgltr"'*"*

ITIIIIIIIIIIIIIIIIIII

IF

r+

I4t

hTf;*-

t{ollu.A r0 MuzlriIIt\BADI p,cc(lct-e

(la{ 20+?06,K{ 35+000)COVE.RNMENI OF PA]OSIIN

}TINISTRY OI COUMUNICATIONSNATIOIId, IIIC]II{IY AUTI1ORITY

+I""1-f

^t-t:T;+l:1

.+;t4

t ! ts l

*Jffi"ru'*

Str3"^'.

fi'r'll---\-tti.t

7l

afn -,T Von

ta td l r l l9

I(o1IALA TO UZ,IFTARIBID?ac[Ac!-2

0or 20+?0s,ru 35+000)GOVERIUENT OF P,IKST,IN

',JNISTRY OT COUXUMCATTONSNNNONII IIIC1IVAY AU1HORITY

IIIIIIIIIIttIIIIII

IIIII

IIIIIITItIItITI

f i[-.J]J

a-l.\--i5lf +',,1.,i

a-Dn l i atr h,

"l .d.:+=1

1,,1'/RIIWA

fiIEiAK

(OHALA TO IIUZAFI'ARABA!PACMCE 2

: (l{l{ 2O+?00-1OI 95+000)CO\EINL{INT OT PIKSlIN

iII1IISTRY OT COUMUMCITIONSNAIIONAI. HIG]I1(AY IUT ORffY

ItIIIIIIIIIIIIIItITTI

200m 200m

@T--n

@TI-TT;r

IL+-.L

TELEPHONE

olMENsloN (cm)

@

n---rr

+ -r

200m 200m

200m

H!l-414L!-]

r KO11![,A T0 gzAIr4&BAD' PIC(ICE-2

(K{ zo+t00-I0{ 3s+ooo)

COVERNMXN'r OI PAXISTIN]MSTRY OF COUi'UMCATIONS

NATIONA! IiIE1IYTY TI]lHORl'lY

IIIITTTIITITTITTITtII

[,ruzarr,lnnano]

;

Plr ------- - 75L I r-rtr

;T

II

tL:L

MUZAFFARABAD

DESTINATION SICN

JUNCTION SIGN

sagcti::lu!i;3P'K

@R4@KOHAI,A 10 MUAN'F}IAIAD

PACKAS!-2(ru 20+700",to4 35+000)

COYORN}IENT OI PAKISTANMN1STR1 OF COIITIUNICAI]ONS

.NATIOX,\L TiQllf, AY IU'NIORTTY

ITTTTTTIIIIIIIIIIIIII

KOHALLA - MUZAFFARABAD ROAD (S-2)

PROPOSED SCHEDULE OF RETAINING WALLSKM (20+700 - 3s+000)

RemarksLengthChainaqeSr. No.

21+9502\+920

lmoro\€ the qeome22+05o22+0oo

at olaces100.0022+40022+25o

23+26023+2OO

PC:

NOTE:

PLUM CONCRETE

PROPOSED HEIGHTS AREPRIORTO CONSTRUCTIONSTRATA,

TENTAIVE. SHOP DRAWING OFACIVINES. FOUNDATION BASE

EACH LOCATION SHALL BEOF RETAINING STRUCTURE

PREPAREDSHALL BE

AND SUBMIT FOR APPROVALPLACEO ON FlRM/HARD/ROCKY

#MffiSCIIIDUIE OF

REIIINING SIBUCN,]FSKOIIAIA TO IIUZAII.AIIBAD \j Prc(acE 2 |(to[ 2o+?oG,K 35+ooo)N,r!loN& lNcolf,f,RlNc sERvlcEGO1TRNIIENT OI PT]fSTJN

MIIIISTRY OF COMIIUNICAT]ONSNAT]ONAL HICIflIAY AUTHOR]TY

ItTTTIIIIIIItTTIIIIII

KOHALLA - MUZAFFARAEPROPOSED SCHEDULE OI

KM (20+700 - 3I

rAD ROAD (s-2): BREAST WALL;+000)

Remarks

at oLaces

at olaces

Chainage --l Length(m)

Heisht I(m)Sr. No. Type From To

2'1+650 310.00 4.00RCC 21+340

22+250 250.00 3.002

3

RCC 22+000

40.00 6.00RCC 22+650 22+690

22+830 50.00 6.0022+780

22+90o 50.00 8.005 RCC | 22+859

23+ 100 150.00 6.006 RCC 22+900

23+700 150.00 6.007 RCC 23+100

| 24+110- 70.00 6.00I I RQC 24+04O

RCC: Reinforced Cement Concrete

SCEADUI,E OFSREAST iATJ.9KOIIALA 10 MUZ,IT'FTRIBTD I\

?ACKAOI 2 I(1OI 2o+?00-lo{ 35+000)

XAIION}L ENCINEERINC Sf,RYICES

wffifll'lftrffit$'+

IIItIIIttItItTIIIITtI

KOHALLA- MUZAFFAR/ABAD ROAD (S'2)PROPOSED DRAINAGE ST RUCT URES

(cULVERTS)

Sr. No.

Iz

4

J

o

7.'

I

NOTE:

Additional Quantities ha\,e taken to accommodate

required reconstruction during construction stageadditional cul\€rts ma}/

PROPOSEDslzE.5X1

LENGTH(m)CHANAGE

12.OO22+6502p..5X1

12.0024+11012.OO25+87512.OO2228+285

1.5X1 12.OO29+25022 12.0029+6002p 12.0030+270

12.0031+452'1 .5X1.51.5X1 12.0032+330

ffi."i;^*

SCHE'1JIT OICULIERfSKOHCLATO II?,AIT}iIIAD

PACvdC!-2(1O{ 20+70O,IO{ 35+000)

]IrTIONJI, INCIIER]NC SIR}']CEGO}'SRNMENT OI P}NSTINI{IMSTRY OF CO IIUNICATIONSNATIONIL HICI{]TAY IUTHORITI