Government of Pakistan - National Highway Authority
130
I I I I t I I I I t I I :l I t ' (,,* e,^"!q L . Government oi Pakisian Ministry of Communication National Highway Authority -a q-p-- --^ / FLOOD EMERGENEY RECONSTRUCTION PROJECT FORNESIGN AND SUPERVISION FORNORTH PAEKAGE PESHAWAR. RAMAK N.55 f FPfIM tf! I qv rrr PACKAGE - I Km 872+{lO0T@Krn 932+ggg; sEeTloN - l Km 872+000 - 875+000 sEcTloN - ll Km 890+000 - 900+000 TENDER DRAWINGS ocToBER,2016 .. /u o/, .. 1't -77 - t'-a . .c-{r\ E n g inee rin g G e ne ra I $rConsuliants EGC {Pvt) Ltd. A.,A.,ASSOCIATES 1\jffi,E-, Je chna -Con sult 'ffi': Jntenational
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Transcript of Government of Pakistan - National Highway Authority
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Government oi PakisianMinistry of CommunicationNational Highway Authority
-a q-p-- --^/
FLOOD EMERGENEY RECONSTRUCTIONPROJECT FOR NESIGN AND SUPERVISION
FOR NORTH PAEKAGE
PESHAWAR. RAMAK N.55
f FPfIMt f ! I qv r r r
PACKAGE - IKm 872+{lO0 T@ Krn 932+ggg;
sEeTloN - l Km 872+000 - 875+000sEcTloN - ll Km 890+000 - 900+000
TENDER DRAWINGSocToBER,2016
.. /u o/, ..
1't -77 - t'-a .
.c-{r\ E n g i nee ri n g G e n e ra I$rConsuliants EGC {Pvt) Ltd. A. ,A . ,ASSOCIATES
1\jffi,E-, Je chna -Con s ult'ffi': Jntenational
GENER/AL DRAWINGS
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F_OR TENDER @NLV
COVERNMENT OF PAKISTANMINISIRY OF COMIIUIIICATIONSNI'I'ONAI HICHfrAY AU1HORITY
FLOOD EMERCENCY RECONSTRUCTIONPROJICT FOR DESIGN AND
SIJPERVISIOI.{ 'OR NORTH PAC(ACE
PESHAI{AR : RAMA( N-55( P A C K { C D . I )
FRoM Xm3?2+000 T0 (m932+OOO LIST OT DRAWINGSRri- re2-FtRP-N5s-cN-Pr-00
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] . ALL DIMENSIONS SHOWN ON PLAN ANO PROFILE DRAWNGS ARE IN METERARE ]N OECREES, M NLJIES I .NO SECONOS (360. TO A CRCLE) .
2 EACH ORAWNC SHALL 8T REAO N CONJUNCTON WITH OTI ]ER ORAWNGS.
J. CRIO COOFOINATES AND ELEVAIIONS ARE BASEO ON SOP DATUM.
4. EX STINC LEVELS, DIMENSIONS AND IQPOCRAPHY REPAESENT CONDI ION AT
5 LOCAL CHANACES IN }IORIZONTAL/VER'iICAL ALIGNMENT MAY BE DONE WTHAS PER STE REOLJIREMENIS
WI]ERE AS ANCULAR MEASUREMENIS
THE T]ME OI SURVEY.
PR]OR APPROVAL OF T]-]E EN6INEER
t :l?'F;il,lt rt??lirlN
PLAN/PRoFi!E ARE srMBoLc FoR 0ErArL oF STRUCTLTRES ANo pRoTEcroN woRKs
r ;3f#i1^rr3.rv\o"Tc&1,#?.gaR,17il+ lfr._
sHowN oN PLANS ARE appRoxrMATE. ExAcr LocAloN SHALL BE8. ANY OAMACE DONE IO TI]E UT]LITIES DUFro rHE srrisintr-,oNr-oF aoi,;ft":; til3"EA9^Yil"i/fi1^'f.'J;o^^ ^?t"[oBINSHALIT BE ]MMEoTATELY REPATREo
' ii!,.*.:p-lirl#"^3f,1T:'ff gii,^"&;ilI'"F"F..h',J,"Ro.iiBi"JRAFFrc orvERs'|oNsoBEFsoRE .TART oFMANTTENANcE SeRTNKLTNG oF wATER. GRAorNo e^o iovpoirloii wii^r--arrj riiiii"nEiurREo AT Hrs owN
'" ff,lllli?/3i"'#'(fi3'6?il^'1h'i ,ilAi",.:fli;"^["E] ,?"i.,S'"^f "!R":i,t'i,E:;!.fi:'ili JfXS^.ot*,.,,0AY THE ENCINEER CONTRACTOR SHAL.L PfsHALL suBMrT roR AppRovAL to tr, ,*lifil.[ ;ffi;1"J.tjj{lif"i3l EA.H AcTrvrrY/EAcr.r uocrror r,'ro --
1I BITU-MEN 9OIIIN6
(2 COArS) SHALL 8E APPLED ON CONCRIIE SURFACES IN CONTACT WIIH BACKFILLMATERIAL/EARTNEN FACI.
12 FOUNOAT]ON BASE OF RE'IANINC STRUCTLJRES AND ORAINACE STRUCTLJRES SNALL EE PLACED ONFIRM/IiARO/ROCKY STRATA.
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ilxt ,i15!!ii'?;,"!iT,3,",'.s},t, iil .nL nr.ggll g_t*tl$;,j';j,ri.4"\"illCLAIMS FOR EXTRA CQMPENSAION.
53frd^'Ji"?"""^:i.'ii:.%"J,lF3i'i,J"5i?'%'lli^i,"bH#'",?REI|."'#!1,'?J:'^,,'&. ou191,i#:; 'JL": ;E:l"E Tioio;:ss"l 'o;d!tc' ,T. orE o or)s!a, .o\slp,\T 5HALL BE aoo.Eo 4Tc";R;aE"; -;r-!:+;;,^,oi-; _:';E"d;fr:3'J,";?\fi:^?.^."[i.^r',._;';iilj,lJ"T J: 5 :;.;]
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liFrh9ijiS^r""J]r?:3.;T oRarN EAs EEEN sNowN WHERE possrELE Exacl LocATroN S|ALL BE FrxED By THE ^#k'
F@R TENOER @NUV
COVERNMINT OF P^KISTANMINISTRY OF COIMUNICATIONSNATIONAL HIGH},AY AUTHORITY
c ::t:liiilri! Esr.irt,r,,,.AA .#, - n.r-.c0,,,,1
. ! . i . r 5 o c r r r ! s . Y . J r 4 B r i e l
ILOOD EMERCENCY RECONS?RUCIIONPSOJECT FOR DESICN AND
SUPERIISION FOI NORTi{ PAC(ACE
PESI,{IYAR - RAMA( N.55(Pac(acr - r)
rRoM (m3?2+OOO fO G932+O0o CENERAL NOTESo-RH-1e?-FeRp-N5s-cN-pr -00
IIItIIIIIIIIIIIIIIIII
tlooD luEScENcY RECoNStnuclIoNPAOJECT FOR IISICN AI{D
S!'PTRIISION I'ON NO$E PAC(AGA
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SYMBOLS
9U O'€ & WAIER PIPE LIN€
I]NUNEO WATER COURSE
AFBREV]ATIONS
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aA?-
6
OwEr Or.lY
E
P.S,o P.rssiNc srcNT DtsrAr"tcEPRTANY REFERENCE VARK (SURVO')
R]CIf OF WAY
R/C RICIIICANRIACEIIYAY
FBC REIN'ORCEO BOX CUL\IRT
RCPIRPC RE NFORCED CONCRFIE P]PE
RSC REINTORC€D SLA€ CULVERT
EXISTNC CROI.]NO LE}€L
NATURAL SURFACE LEVEL
sJoPP NC S|CFT o|STANCe
C{LIFORNIA BE'"RING MIIO
a/c CENTER ro cENTER
CHO, CH€CKEO
CONST/JT COIISTRUCNON JOINTCS CURIA IO SP]RAL
CU€IC M'IER
DOF OEFIH O' CUT
a/s ooryNsrREAMD.:T DOU€LE SURFACE IRE{MENT
EOP ENo OF PROIECi
FxPfr ExP^NsroN ,rotNrc.r cAlvAj{ztoJor}rT
H.I/LT HIOH IENs ON / LOW TENSION
+IF HIEC]JT OF flLL
NFL H]CH FLOOO LEVEL
I.L INVERI LE1€L
LEFI HAND SIO€
RELOCOTEO WATER COIRSE
SPIRAL TO CURVT, SLAB CULVER
M]PPLE STJRFACE ]REAIMENI
o 6
V€RICAI POINT OF CIJRVATURE
!€RIC{L PoINT OF hfTERSCCiON
VEiICAL POINT OF TANEENCY
LENETH OF VERTICAI C(]RVE
oovrNwaRo !f, RtlcAL c&AoERA1E Of 6RAOE CHIIICE =
OTA CHANGE ]N VERT]CAL CRADEBEI\YEEN TANGENIS - c2-Oj
Pl : Po/NT oF INTERSECTTONPC : POINT OF CURVATIJREPI : POINT OF TANCENCYa : oEFLECTIoN ,.tlclEOO I OEOREE OF CUR!€
(ARc oEnNmoN)OC J OEGREE OF CURVE
(cHoRo oEaNrioN)T : IAIICEN] L€NCIH
L : LENctH or cuRvE _J
C : CHORD LENOIH
M : IiIODIE OROINATE
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IFOR TENDER @NLV
GOYERII{EIN OF 9*3AIINUINISTRY OF COYTUNICATIONSNITIONII, HISS'AY AUIEOAITY
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I'LOOD IidEROSNCY 8&CONSTSUCTIONPBOJICT IOR IISIEN IITD
SUPEBVISION loi NORTI! PAC(AG!
Pts$-[t]8 - RAidar N-55lPAC&|or _ I)
!Rol{ tr8372+000 T0 (s932+000 SYMBOI, & ASBRIY,{TION
-I
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DETA]L OF VERTICAL CURVE
VERI CAL POINI OF CLJRVATUREVPI VERIICAL POINT OF NT€RSECIONVPT VERTICAL POlNl OF IANGENCYL I LENGiH OF VERTICAL CURVEM : VERTICALOFFSET
IJPI\?RO VERTICAL GRAOEDOWN\,IARD VER] CAL CiTA!ERATE OF ORAOE CFIANGE.
1-:TOiAL CHANGE IN VERT CAL 6RAO€EETWEEN IANGENTS = G2.C1
SPIRAL CURVE PARAIVETERS
DETA]L OF HORIZONTAL CURVE
]ANGENi.'O.SP1RAL POINTSP]R^L.TO.CURVE PO]NTCURVE. iO,SPIRAL PO NT
CIRCULAR OEL IA ANGLE
POINTOF INTERSECIONRAOIUS OF C]RVULAR CURVE
OTAL iANGENI LENCTH
" - _!c o, 1NCE, \ -r
E OiFFC, TON Oq _Fc _A\CE\i, FaOV TdE
BECINNING OF IHE 5P F,AL TO THE ENO
Y =THE OISTANCE PERPENoiCIJLAR To THE TANGENI FRoIVI THEBEG NNING OF IN€ SFIRAL TO TI]E END
P: INE OFFSET OF THE TANC€N,T LINE IOTHE PC OFTHE SH]FIEO
K = ABSC SSA OF TH€ PC OF IHE SI]IFIEO CIRCULAR C1JRVE REFERREDTO THE STRn GI]I ENO OFTHE SPIRAL
\3
CIRCULAR CURVE PAMMETERS
POINT OF INTERS€CT]ON
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s14rw d,h oUEr/rltur
Enbanrhed FiI s
M i i t ud iGdc@nimum r.nqih of Lrtrizoni;id;LIqnsopprhq sqhaorsrre
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n h,h r.nqh;it;;-r cuM
1 \-/ I\!';'-ar,t
:i.[rii, GoVERNMENT oF P^KlsrAN; rltNtsrRY 0F CorlhuNlcaTtoNs
rtaf: NaTIoNAL Hlcrlv^Y duTr{oRtTy
CEiriiiint F€rTt,,,,,.ILOOD EMERCENCY RECONSTNUCTION
PROJf,Cl FAR DISICN ANOSUPERVISION IOR NORIH PAC(AGE
PESHAIfAR - RAMAK N.55(PACKAei - l )
FRoM (h3?a+Oo0 fo (;032+ooo GI;OMETRIC STANDARDSRg-t!2-rriP-'155-c _?1-00
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200m6 sUB SASE CoURSE
l20mm ACCeI6ATE BASC CoURSI
DOUSLE SURFACE IR€ATME T
t Remove exin ing povemeni s l ruc iure (Asphol i ic oyers lOSI)ond recompocl ihe exposed !ndery ing paveme. i sur foce
Iu p l o o h i n i m u m o l 9 8 % M 0 D , l . c o s e w o i e r b o u n d m o c o d a mis exposed lhe 98% .ompoc i lon w l be do io in occordoncewiih aASHTo T-224.
t200mm ACGRECATE BAS€ COURST
I40mf i ASPNALT C SASE COURSE
50hm ASPHALTC \ {EAR NC COURSE
Removd exis i ing DST sur loce ond lhe !nder ty ing povemeni s l ructu.e(A99re9oie Eose/Subbose/Cron! lor Moie. io t ) !p io ihe .equi red depihond recompocl rh€ exposed und€. ly ing povemeni su. Ioce uplo ohin imum or 98% lv lDD. ncase voter bound mocodom is exoosedihe 98% compocl ion wi l l be done in occo.donce wi lh AASHTO T-224.
I TYPICAL(azz+
CROSS SECTION000 T0 872+170)I
IT
NOTES:1 . ALL DIMENS]ONSARE IN MEITR UNLESS OTHERWISE MENIONED.
II
F@R TtrO$OER @NLV
O :liT"',irir liriii ).,,..,,.,. .€S,,,_..,,$.. **,3;,1,
rLOOD €MERGENCY R!CONSTRUCTIONPROJECT 'O! DESIGN AND
SUPERVISION FOR NORTI PACXACE
PESTIAI{AR . RAIIAK N'55(PACKAGE - I)
FRoM (m6?2+000 T0 Km932+000TYPICAL CROSS SECTION-1
( 8 7 2 + 0 0 0 T 0 8 z z + 1 2 0 )
-RH 1s ' - .ERP-N55 -cN-P ' - 09
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EIJST i\C D t20md EARTNtl.l OCwIL
200mto SUB SASi COURSE
l20hn AoGRIGATE SASE CoURSE
DO!€LE SI . ]RFACE IREATMENT
Remove exin jng povemenl s l r !c iure (Aspho! i ic lovers lDSI)o id recompoci lhe exPosed under lv ing povemenl s ! r foce;o io o in lmut r o { 98% MDD lncose wo ier bo !nd mccodom
i ; exposed the 98% comPoc l ion w i l l be done i . occordonce
w l l h A A S H T 0 T - 2 2 4
200mm A0GRE6AIE EASE COURSE
l40mh ASPHALi IC BASI CoURSE
5Omm ASPHALTLC WIARING C0URSE
Remove ex is i ing 05T s ! r foce ond ihe und€r ly ing po !enen l sJ r !c l ! r€(A99re9ote Eose/Subbose/Gronu lo . Moter io l )up lo lhe r€qu i .ed dePlh
ond reco f lpoc l lhe e :Posed !nder ly ing paveh6nt sur roce uP lo om n i n - f l o ' 9 8 ' . V D D , . c o s e . c ' e - b o L a d r o c o d o m s c \ p o s e lihe 98% comoo. l lon w i l l be done in occordo.ce w i ih AASH- IO T-224
TYPICALCROSS SECTION _
170 TO 872+610)2
(azz+q\
NOIES:1 . ALL DIMENSIONSARE IN ME' IER UNlTSS OTNERWIST VENTIONEO.
-nr - rs2-FERP-Nrs-cN Pr -09
F@R TtrNDER @6{LV
Pf,SHA AR - IIAMAK N-55. .. (PACv!aCE"--.-!I.- -
fRoL{ Km372+000 TO Kb932+C00TYPICAL CROSS SECTTON_2
(6^2 -170 1o 872 'b .u ) . - - : : : : : rFLOOD EMERGENCY RECONSTRUCTION. iF0ile641FgR-l'|:'c!' i!{&t :i.SIJPERVISION IOR NORTfi PAC(1CE
COI'ERNMENT OF PAXISTAN :'tINISTRY OT COMMUNICATIONSNATIONAL I{ICHI{AY TUTITOATY
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0 DrMaNsr0Ns
3.00 7 3 C 1 0 0
0.50 0.50EARTFI tN €ARTHEN
NGL NGL
EXISTINC TOE 2 0 T o 2 5 EXISINC TOEEARlHEN 'MEANKML-N]
Renove exls l ing poremeni s i fuc lure (Asphoi ic loye.s/0ST)o.d recompoct ih€ exposed !nder ly i .g povemenl sur foce
I 2OMM EARIH€N OOWEL
200hm su8 BASE couRsE
] 20MM ACGREGATT SASE CO!RSE
DOUSIE SURFACE TREAI}.IENT
u p l o o m j n i m ! m o i 9 8 % M D 0 . I n c o s e w o l e r b o u n d m o c a d o mis expos€d ihe 96% compoc l ion w i l l be done i . occordoncewith AASHTo T-224.
200mfr AGGRCGAIE SASt COUeSE
140mm ASPBALTC BASE CoIJRSE
50mm ASPHALIC WEARTNC C0URSE
R e - o v e e ' i s i - g D S T s u - t c c e o . d . - e L n o e , / n 9 p o v e r € r . s . r u ( . J - e( 4 9 9 r c 9 o ' 4 E a s e T S J o b o s e / C . a ^ ) t a . v o r e r o r ) r p r . . h e r e q u i . e d d e p . ro .a . recompqc- r -Jhe
,e lposed undery ing povement sur loce up to onrnrmum o i 98% MoD. lncase wo ler bound docadqm is exposedihe 98% cohpoct ion w i I be done in occordon.e w i ih AASHiO T_224.
TYPICAL(872 + 6
CROSS10 T0
SECTION _874+972.07 )
3
NOTESI] . ALL OIMENSIONS AR€ IN MTIER LJNLESS OlHERWISE MENTION€0.
3 6 5 l g 5
FOR TENDER @D{UV
COVERN}IENT OI PAKISTANITiINISTRY OF COMIIUNICAfIONSNATION^L RICHI{IY AUTHORJTY
.<rhq ru!in! c{efdrrz'(0!r ME Ecc lPdl L d
AA ., 2*_ . 't"t _ c_*ufLOOD EMERGENCY RECONSTRUC1ION
PROJECT FOR DESICN ANDSIJPERV]SION FOR NORTH PAC(ACE
PESHA] A8 - RAMA( N-55IPACKACE . I]
FROM Km3?2+000 T0 (m93?+000TYPICAL CROSS SECTION_3(872+610 To 874+gi2 A7)
D-nr - '0? , r rRP-Ns5-cN-pL-09
tIII
3.00 7 . 1 0 J 0 0
I 0 5 0 0 5 0EARTHIN DST EARTHIN
II 2
12- NGLNGt
!t .XIST NG TOE 2.5 To 3 .0 EXISTN6 TOE
EARTHTN EMSANKMENT
oNs [=,ilii:i::::l':",,,IRemov€ exis i lng povemenl s l ruc iure (Asphol l ic loye.s/DSI)ond recompocl ihe exposed u ider ly i ig povemenl su. ioceu p i o o m i n i m ! m o l 9 6 % M D D , n c o s e w o i e r b o u n d m o c o d o mis erposed lh€ 9a% conpoc l ion w i l be don€ i . occordoncewi ih AASHTO T-224- DOUSLE SURFACE TI IEATMENT
I 200mm AGGREGAIE BASE CoUFSE
laomm ASPNALTC BASE CoUFSE
somm,4SPHALTIC WIARINC CoIJRSt
R e m o v e e x i s l i n g 0 S l s u r i o c e o n d l h e ! n d e r y i n g p o y e m e n i s t . ! c t u r e(Agsregote Base/Subbose/Crcnr lat Moler io )uplo the requi .ed depiho l o e c o m p o c l l - e e : o o s e o J r o e . . . i a 9 p o , " m e . ' s - . l o c e J p r o om i i i h ! m o r 9 8 % M D D . I n c o s € w o i e r b o u n d n o c o d o m i s e x o o s e dihe 98% compoci io . wi l l be cJo.e in occo.donce wi lh AASHTO - f -224.I
I TYPICALCROSS SECTION
I(
(
B9o+ooo To 896+ooo)896+670 T0 900+000)
tI
NOTES:I . ALL D MENSIONS ARE IN METER UNL'SS OTNTRWISE MENTIONID.
I
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FOF] IItrD,JDER ON]LV
EZrcoEdcdr EGc{Pi)Lr. ILOOD EMERGENCY RECONSTRIJCTIONPROJECT FOR DESICN IND
SUPERVISION FOR NORTH PAC(AGE
COVERNVENT OF PAKISTANMTNISTRY 0t CottMlrNlC!.',tlONSNATION^L HIGII]IAY AUTITORITY
PESHA]YAR. RAI {A( N-55(PAC(ACE - D
aROM (m3?2+000 T0 (m932+000
TYPiCAL CROSS SECTION.4( 8 9 0 + 0 0 0 T o 8 9 6 + 0 0 0 )( 8 9 6 + 6 ? 0 T O 9 0 0 + 0 0 0 )
qr1-1s2-rE!P N55-cN-rt-09
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DRAiNP R O P O S E D S T O R M O R A I N PROPOSEOSTORM \ ca
I !Aa as 2 5 r o J 0 1 2 0
I OMENS]ONS L i2 ! f rm IAFTHEN oovyeLRenoye er is i ing povenenl s i ruc iure (Asphol i ic oyers lDsr)o . d . e c o d p o c t i h e e x p o s e d u . d e r l y i n g p o v e m e n t s u r r o c e
I 2C" . r - SU8 BASE CoURSL
Iuplo ! min imum ot 98% MDD. Incase waler bo!nd docodomis exposed lhe 9E% cof lpocl ion wi l l be done in occordo.cewi lh AASFTTo T-224.
r20mm AocREGATE t is [ CO!RSE
OOU3I. ' SURFACE IR'ATMTNT
IcolrRsE R e r o / e e s l ' r g D S T s - - o ( e o r o l - e u 1 a e 1 / - 9 o o r ' e r e . t s l - u c t L - e
i 4 9 9 " 9 o r e E o s e / S J o o o s . / G ' . ^ u t a t r V o l e r ' o l ) - p _ o - h e r e q J i . e o o e p _ ao n d . e c o m p o c i l h e e x p o s e d u n d e . l y i n g p o v e m e n l s u r t o c € ! p i o am i n i h u h o f 9 8 % M D o . n c o s e w o i e . b o u n d h o c o d o d i s e x o o s e dthe 98% compoc i ion w i l l be done i . occo .donce w i ih .AASN- lO I -224.
50MM ASPNALT IC W 'AR]NC
II
TYPICAL(Be6+
CROSSSECTION 5000 TO B9o +670
tI
NOTES:DJMENS ONS N M(T[R UNLESS OI I - ]ERW SE MENT ONEO.
tt
FOR Ttr|,{DER @NO=V
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PESIIAYAR - RAMA( N-55(PAC(ACE - r )
FRoM Km3?2+000 T0 (m932+000TYPICAL CROSS SECTION_5
( 8 9 6 + 0 0 0 T 0 8 9 6 + 6 7 0 )
rD-RH-1e, - roRP-N55-cN-P ' -09 tFLOOD EMERGENCY ROCONSfRIJCTIONPFOJECT 'OR DESICN AND
SUPERVISION FOR NORTH PACKACE0
ItItItIIItIIIIItIIII
KNI 872+000 TO KM 874+970.038
KM 890+000 T0 KM 899+998.8
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FLOOD EMERGENCY RECONSTRUCTTONPROJECT lOR DESION AND
SUPERVISION FOR NORTII PAC(ACE
PESHAI{AR . RAMA( N.55{PACKACE - I ]
FRoM (m372+OOO 10 Kmg32+000
0-RH-1e?-FERP-N5s^cN-Pr -01
tItIIIIIIIIItlIIIIII
PLAN OF HORIZONTAL CURVE
LOCATION OF CROSS SECT]ONS
LONG TUDINAL ELEVATION
]LLUSTRATION OF SUPERELEVAT ON ATTAINNIENT(ROTAT|ON ABOUT C/L )
CROSS SECTION AT'E'{,\
J ,
3'--9 j!.
L,^".^,"..","*,.*
CROSS SECTION SHOWING 3SUPERELEVAT]ON ATTAINV]ENT
FOR 6% S.E
q&OSS SECIIION AT
ROSS SECTION AT
EITOSS SECTION AT 'C-
EEOSS SEqloN AT 'D'
!6,:"i)
d*q1 l,t )'\
F@R TtrNDER @NGV
GOVERNV'||I OT PAKISTANMINISTRY OT COMMUNICATIONSNATIONAL HICHl'AY TUTHORITY
3Z !u$ bd r Ecc {P4 r ! i . FLOOD EMERCENCY RECONS1RUCTIONPROJ'CT FOR DESICN AND
SUPERVISION NOR NOR?Ii PAC(AGE
PESHAWAR . RAMAX N-55{PACMC' : l ) ' i ' : '
FROM (ma?z+000 T0 tms32+0oo, , - NETAILS OF
SUPERELEVATION
-RH- !12 -FERP-N55 -cN-P r -01 1
IItlIIIIIItItItItII:tI
897+28A.$2
P,l Stat ion PC Stat ionIa nge ntRunout
Length (m)
Superelevation Runoff
Lenqth {m)Sta rt of Runoutsia rt of Runoff Ehd of Runoff End of Runoui
B72K},,I872+ 485 897 872+ 411 I 872+ 4AA.502 2+543 .614 872+581 .614874+232.986 874+181.69' l 874+284.281
B I0 ti l . l - 900titt891+180 326 +416.869892+285.115 8s2+039.030892+531.045
893+ 155.367 893+096.188 89J+214 545895+584.446
895+972.477 895+921 .611896+023.342896+230.507 896+326.494896+134.472
896+619 360 896+720.246897+193.903 897+127.666 897+260.108 897+099.742897+116 .333897+133.333 897+254.441 897+271.441897+416.946 897+364.323897+469 532 897+331.065 897r347.656 897+372 656 897+461 199 897+486. 199 897+502.790897+659 291 897+585 31S 897+733.144 897+551.3s5 897+567.986 897+593 986 897+724.477 897+750.477 897+767.068897+941.488 898+045.374897+836. 897+796 918 897+813.509897+848.509 898+033.707 898+068.707898+294.154 898+162.376 898+'174.376 898+187 376 898+289 821 898+314 821898+487.551 898+547.061898+741.263 898+686.704 898+795.714 898+666 037 898+678.037 898+691 037 898+791.38' l 898+804.38'1 898+816.381898+954.45?899+ 462 714899+308.668 899+257.47S899+359.837 899+235.479 899+247.479 899+262 479 899+ 181.8378S9+582.540 899+637.020 899+505.367 899+517.367899+533.367 899+631.687 899+647.687
FOR TENDEF] @DOLV
GOVERNMENT OF PAKS?,{NMINISTRY OT COMMUNICATIONSNA1IONAL HICHYAY AUTHORIr'I
c Eif [iiju! 3;r.i;1,!.d.!LOOD !MERCENCY R!CONSTRUCTION
FROJICT IOR DESICN ANDSUPERIISIoN IOR NORTT PACKACE
PESIiAI{AR - RAM,!I( N-55(PACKACE _ r )
FRoM (h8?2+000 To ke32+000
SCHEDULE OFSUPERELEVATION
R' { - re2-FERP-Nr5-c f r -Pr -01
tliIIIItItIIIIIIIttII
KM 872+000 T0 KM 874+970.038
KM 890+000 T0 KM 899+998.8
'Ficaa st'
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::
t i l . S:.!.*i1st
l{M E X I S T I N G S T R U C I U F E S PRoPosEo srRucruRE-Height(m)
2.00 2 t a
t " : " : . " " , . " " , . ' " - " ' " ' .a su- ; ; I | " * * " -Jo.q he I "o T .e o a n < . " t oe ) ,o ,o -o .
d recton ol stope ar side of road Oulercuken shaltb€ provjdad al'Jeepesl point ct €pproxidale cha nage ot 371.500 Km. rhich sh3U d sposeorrrie siorh ueler cot e.ted aidd€.leC +rclghrjr" n. 3inr: uftanarea-ae oeEn de re ooed r o -9 he .ord \1 c , na . a ,L ( .eo .ae ) .a n"gechsracrens [c o f ia l .hmenrs . rea lhe ra isno o t ioad leve ] i i rn rs rsachnay resuli infloodin! ol u.b:n area Iher€fore it lsprcposed lo providdron€rdna drain and ai o!llet cutved tbe eas€ the craino6 ot Ihe foadwilhin ths rea.h
212+21472+312 5 0 0 2 0 0
S - l , r " . 0 ) 6 - - 9u ! - - 9 s r i v s l a -d c rd i t f s . ^e / ' i _ t s . - a eo . r , r os r o r . _e . ! . r e . t! i l f : . l f - . each a e s , ' eo s ob . re ! .Eo ̂ , h e9 c ,o - a r
5 873+6r1 1 5 0 N L873+333 : 5 0 N L
5 0 0 NIL3 a7a+322 5.00 5.00 50 NIL
r5.00 NIL
1 0 15 00 2.50 NIL
EOX 15.00 2.50 1 5 0 NIL
Sr.No XM EI]!T]lJG STRUCTURES P R O P O S E D S T R U C T U R E SNO!elVDe s0an Lenqthim) Width{m) Heiqht{rn Soan \n/idth{rnl Heiqht{m)30x l . r a I : 0 1 l ! . t i 0
idrilii:rai Cr$s drainale f a. I |l rs j,oq! red r. catsr lrijall rLjroti 3 celaocflor c:ret G Fraooled al (Jn a!1,1a!,:
2 690+r29 30x 1 a ! 0 : 0 0 2 0 0a i.JX 1: . ! ,1 2 0 0 1 ! !
30x : i a r 50t91+100 N l a 3 rl0 l t t
0 691+452 ?3X 1i 00 2 u l 1 2 a89:+000 30x 15 00 2.!0
I €92+l:.:2 eo\ 1 4 4 0 .? i0 f a iI I.JIL 2 3 5 a 1qt j
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trs..rR€e :a.1rnq .ipircitr -]f exastii3 .riveas ae stilN d! a6o,€ irre 2a.r.af3i.i!r'r p.ind.anral runnii rio aa.irNrarcras;ciiatnages|ucrirre
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2a a97. l l l iox 1 15.00 4.4.1 2.0021 _r,-rX
1 15.00 1 !r0 r .0022 89a*0ol 3tx I 1t o0 1. ia 1 0 t23 39n+:162 aox I 18 00 2.0! 2.0,12: flL 2 a
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FLOOD EMERGENCY RECONSTFUCTIONFIOJECT FOR DESICN AND
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PES}IAJ{AR - RAMA( N-55(PACKACE - I )
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t,*lR
J.JPLAN REINFORCEMENT DETAIL
. SEE IABLET OF RELNFORC€I4ENT SCHED\]LEFRONT ELEVATION A.A SlDE ELEVATION B-B
FIVE KILOIVETER POST
t"f
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REINFORCEMENT SCHEDULE .m + +,50+ .,0 +,50+ l. ,00
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L t " s o t r
SECT]ON C-CREINFORCEI\,1ENT DETAIL. SEE IASLE-z OF REINFORCEMEI\TSCHEDILE Notesi
ONE KILOI\IETER POSTi. g'"A?i,":ii$':r,HALL Be clAss ,'. ^*rtf ii .o,3, P .C.C, CLASS '3 '
AS PIR 6 .S_t . 40 l
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nn- re2- rEnP-N55-c f ' -Pr -019
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SHOULOER
SHOULDER
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SPEEO AREAKER
DRAFT
SI ]OULOERSPEED BREAKER(SEE DETAIL 'A)
TO BE OBL]TERATED
JUNCTION TYPE.I I
J .w ,LM N O R IROAO
JUNCTlON TYPE.I
TABLE NO ] APPLICAsLEWNEN 1I5 >
SECT]ON A-ADETAIL "A' !J!?3:::R-p-",.,:ii*x1u,..."T"'^t[#,fr^r.ffit";i3i:":i,Tti,Tttrtr3:ix*H.^.i:]i5i,."^*;","^;
TABLE NO,2
5-8m
5m
R2 8m 6m
t1 5n
M 22m 18m
TABLE NO.1
5-8rn 3'5m
5m
22n
ASPHALT BASEWATER EOUNO MACAOAM 15omqSUBBASE COURSE lOOmmCOMPACTEO SUB GRADE
FOR TENDER ONLV
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DRAFT
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TYPICAL DE'AILS OFKERB STONE r---"1.IYP
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secTloNTYP]CAL CETA]LS OF FOOTPATH
l-IilIlt--
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