GOVERNMEI{TO F PAKISTAN MI}USTRY OF COMMUNICATIONS I\ATIOI\AL HIGHWAY AUTHORITY ROADFROMG TROAD II\TTERCHANGOE }{ KASHMIR HIGHWAY TO I.{IIA (MAIN LINK) APRIL 2OL5 NATIONAL ENGINEERINGS ERYICESP .AKISTANP VT.) LIMITED. NESPAKH OUSE 1-C, BLOCK-N, MODEL TOWN EXTENSION,L AHORE, PAKISTAN. LIST OF DRAITINGS S. NO TITLEO F DRAWING DRAWjNGN o. IOTAL NO GENBRALNOTES OF SHEETS I LOCATIONP LAN o1 UST OF DRAWNGSA ND GENERALN OIES 347A/1O2fiD /L1AOO1 o1 3 SYMBOLSA ND ABBREVTATIONS 3478/1O2/4D/ U AOOS 01 TyptCAL CROSSS ECTTON 347A1/1DZ/1D/L 1 AO04 01 1. AALRLE D rNIM DEENGSRIOENESSSMH, IONWUNTOE NSA PNLDA SNE ACNODN PDRS(O3 5F0IL- EDT OR AAW CITNRGACSRL EE) I.N METERSW HEREASA NGULARM EASUREMENTS 5 TYPICALR CC & PLUM CONCERE]ER ETIAININGW ALL/CAUSEWAY34/718 0 2 /ID /N AOO5,5A'58'5C 04 Z. EACHD RAWNGS HALLB E READI N CONJUNCTIOWNT II OTHERD RAWNGS. 6 TYPICALB OX CULVERTD ETAILG ENERALA RRNOMENT 3A78/1O2/M //L1AOO6 o1 5. GRIDC O_ORDINAIEASN D ELEVAI1ONASR E BASEDO N SURVEYO F PAKISIAN. 4. MINORC IIANGES]N HORIZONIALAERTICAALL IGNMENMTA Y BE CARRIEDO UT AT SI1E V'ITHP RIORA PPROVAL 7 BOX CULVERTR EINFORCEMENDTE TATL 3+7E/1O2/IO/LlAooj 01 OF ]HE ENGINEEARS PER SITER EQUIREMENTS. E TyplCALM ultl SPANC ULVER&T RETNFORCEMEDNETT ATL 3478/to2/'tD/L1Aoo',a^ 02 5. S'IRUCTURESSH OWNO N PLAN/PROFILAER E SYVBOUCF. ORD ETAILO F SIRUCN'RESA ND PRO'IECTIOWNO RKS SEER ELEVANDI RAWING,HOEWVE RD ETAJLEIDN VENTOROYF EXIS-T]NSGM UCTURESS HALLB E PREPAREDAS PER 9 TYPICALP AVEMENTM ARKINGD ETAIL 347A/fi2/1D //L1AOOg 01 SITEC ONDINON/REQUIREMAENNDT SUBMITTEDT O THE ENGINEEFRO R APPROVAPL RIORT O COMMENCE 10 TyplCALS UPERELEVAIIDOENT ATLS 3478 /1oZ/1D/ t1 Aolo 01 CONSIRACTIOANC TIVITEAST SI]E- 6. FORP A\€MENI MARKINGA ND ROADS IGNSC, ONTRACTOSRH ALLS UBMITD ETAILMS HOPD RAWNGSF OR RoAD slcN FouNDAIION DET TL 3+78/1o2/1D /LlAo11 o1 APPROVAOLF THEE NGINEER. l1 7, LOCATIONO F UNDERG ROUNDC ABLES/UNLINESSH OW{O N PLANSA RE APPROXIMAIEE.X ACTL OCATIONSH ALL KILOMETEpRos l DETATL 347E/1 O2/IO/ L1Ao12 01 BE DE]ERMINEBDY lHE CONIRACTOART HIS OW,,CI OST. 15 Tr.pidALR OAuJ UNCTiODNE TAIL ii+78/16za1o/L1Ao1d' o1 A. ANY DAMAGED ONET O IHE UNLINESD URINGE i'AVANON/EXECUTIOONF WORKS HALLT MMEOIATEBLEY REPA- IREDT O ]HE SAIISFACTIOONF CONCERNEDDE PARIMENBTY T}IE CONTRACTOART HIS OWNC OST. o3 1+ SCHEDULEO F STRUCTURERS/ WALL, BOX CULVERT 347A/1O2/M//VAO14-16 9. THE SUBGRADME A'TERIASLH ALLH AVEA IVINIMUMSO AKEDC .B,R.O FZO%A 1 952 M.D,D.A ASHTOT -180 FOR 15 GENERALN O',IESF OR STRUCTURES 3478/1O2/n/SDGOOI 01 BOIH FILLA ND CUT SEC'IIONS. REBARS HAPE CODE 3+78/1O2/TD/ SDCOO2 01 10. ]HE SOAKEDC .B.RO F EMBANKMENMTA IERIALS HALLN OT BE IESS THAN5 % AT MODIREDA ASHTOD ENSITY IN ACCORDANCWET TIC OMPACIIONZO NEO F EMBANKMENATS SPECIFIED- GENERAALR RANGEMEPNLTA NB RTDGAET 347A/1OZ/|D/S Dlo.t2 O1,Jo1,4o1,So1 05 17 KM 0+4J5. 7+050,7 +920,8 +940,1 2+250, 11- lHE LENGTHSS, LOPESA ND INVERTL EVELSO F CUL!€RTS, AS SHOWNIN SCHEDULOE F STRUCTUREASR E ot IENTAIIVE.] TtE CONTRACTOSRH ALLP REPARES HOPD RAW1NGOSF EACHC ULVERTLO CA]IONA ND SHATI 5UBMIT 18 GENERALA RRANGEMENPTL AN FLYOVERA T KASHMIRH IGHW^Y 347AAO2/|D/SD6O1' FOR APPROVATLO ]HE ENGINEEPRR ]ORT O CONSTRUCTON, l9 PRESTRESSGETDR DEORU TL |NE2 0m & 3Om DETAIL3 478/1O2/rD/S D15O5,]506,1605,1606 04 THEC ONTRACTOSRH ALLB E RESPONSIBLTEO CAIER FOR ALL 1EMPORARIYR AFFICD I\€RSIONSB EFORES TARI zo MlscELLANEouDsE TATL 3478/1 o2,/rDt /sD170l o1 OF CONSTRUCIIOONF THE ROADT O THE SAIISFACI1OONF THE ENGINEETRN CLUDINDGE TOURR OADA ND ITS MAINT- ENANCES. PRINKLINOGF WATERG. RADINGA ND COMPACTIOWNH ENA ND WHERER EQUIREADT HIS OW{ COST. 21 ABUruENTA B,1A, B2 & PIER/PILER ENFORCEMEDNETT AIL 3478/1O2/M/SD17O2 01 RETAINING/BREAST,/PARRAWPAELTL ,G UARDR AIL,C ONCRETCEU RBS TONESF, OOTPA'IHR, EFLECTIVMEI RRORS, 22 TyptcAL RoAD SfcNS 3478/|O2/1D/RS OO1-O05 05 PAVEMENSTT UDSA ND OTHERA NCILLARIYIE MS SHALLB E PROVIDEADS PER THE BOQI IEMS OR AS PER SITE REOUIREMESNITT EO R AS DIRECTEBDY THEE NGINEERC.O N'IRACTOSRH ALLP REPARET HES HOPD RAMNG 23 PLAN& PROFILE( KM 0+000 TO KM 13+4a3) 3478/1O2/rDNLIC OO1-04O 40 FORE ACHA CIIVITY/ EACHL OCATIONA LONGW TH MEIHODOLOGAYN D SHALLS UBMITF ORA PPROVALT O 1IIE ENGINEEPRR IORT O STARTC ONSTRUC]ION. 2+ PLAN DIAMONDIN 'IERCHANGKEM 4+150 3478/1OZ/ID/D1CN 011 0t 14. BIIUMENC OATING(2 COATS)S HALL8 E APPLIEDO N CONCRfiEW ORKSF ACINGB ACKFILML ATERIAL/EARTHEN DfAMONIDN 'TERCHANGXE-S ECIIoN 347A/1O2/|D/X D1A OO1 01 FACEA ND ITS COSTI S DEEMEDT O BE INCLUDEIDN CONCRETREA TESA ND NO SEPRATEP AYMENSTH ALLB E MADE, 26 PLAN& PROF|LED IAMoNDTN IERCHANKGME 4+150 3478/102/m/VC OOI,OO+ o4 '15, FOUNDATIOBNA SEO F RETAININSGT RUCTUREASN D DMINAGES IRUCTURESSH ALLB E PLACEDO N FIRM/HARD/ROCKS/T RATA,OARS DIRECTEBDY ENGINEER. PLAN & PROFTLEN ORIH EOUNDR AMP KM 4+150 3+7A./1D211O/NB1CO EI,DO+ o4 2a PLAN & PROFILES OUIH BoUND RAMP KM 4+150 3478/102/n/SB1C 0O',OOa o4 ?9 PLAN RAWALPINDINT TERCHANGUEN K T0 RAWALPINDI 3+7A/1O2/n/RL1C AO12 o1 0&s0I JO RAWALPINDLIO @ X-SECION 347a/1O2/1D/XO1A OonA 01 )-i, PLAN& PROF|LLEO OPR AWALPINDI 3478/1O2/ID/RUC0 t,002,002A 03 /'..i.i: scAt.E GOVERNMENTO F PAIfiSTAN 03 sue'lrED ROAD FROM KASHMIRH IGTIWAYur- orH&i*i,t"r*,- n,or., MlNT;iIi( I U.I UU.I UUI\-ILAI]Vr\D HtlrI NPAAKflOISNTAALN E( PNI'Gr.)IN ELEIDR.INGS ERyICES i2 TO NI]A (MAIN UNK) DA]E DltG. NO. NATIONAI,H IGHWAYA UTIIORITY REV,OA'IE DESCRIMON APPROVII)QULT'. ,ASsUR@ APRIL 2015 J4JAn Oz|ftO/L1AOO1 ABBREVIATIOI\S SYMBOLS t,1l $ANHot-E lvl oFFSEl OF tAriCE|tT Ur{E tO PC OF SH|FTEDC TRCLEC lJm€ DESIGNC ENIERU NE aJc, /ca,cNllaJr PO,NI Ot HofillDNHL IUFTABnE (StARl 0F HoilZq{IA CURI/E) B EREIOT}I REINFORCECDO I{CREIEF jPE CUL\,'E?f NULIq}I ac Box cuLvar PROFILEG RADEU NE ffi E.lt BRlcS r&FX nAsncfi N9D( IAND ACAUISMON BOP BECINNIIOGF PRO.'ECT POINTO F HOR@NfAL INIERSESITON c o$nD lEfdlH POTNI0 F iOtAIlC{rl C.B.R CIIJFDRNBI ARNC RAIb FOI{I Of HORTZOI{'AT rlogrqY (ErlD oF HOnEOm L CURVE) BSO CULVERT/ BRIDGE )---------r C/C CENTEnR| CO'IB FII)IUS 0F HORtrON'IL CURr'E cuo. cHEclGD R.C NETFORC@ CONCREIE C/L E CENIEFU NE REIIF. irEt{FoRcg sar qlY6 CENIIIE|ER REVISofr BL'SHlS f&T X coNc, @t{cRm RHS. 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'-J.\ \'-,i {a} NJ.S NOrl O SCAIE TUBE WEII 00003 l.i c/wAYs lN PIAN ^ F-1 .,,,. :i j BOUNDAR'U NE *tl+,l# _r--1.1..?__.:;i.r ot GOVERNMENTO F PAKISTAN 0t gd t"+lffiril6^'. su4lEllD ROAD FROM KASHMIR HIGHIYAY 5Y1,IBOLSA ND ABBREVIATIONS so{t-E t{.T.s .VIINIJI'KI (.)}' UUMMUNIUAIIUN} NPAAKTIIOSTNAANJ, E( PN\G4TIN.)E LETRDI.NC SERVICES 001z lslam&bAd\ fc,EH000,l/1\t|REX.D@ TO NrrA (MArNU NK) DATE owc, No. XTA{Tr|r\TAT IITf]IfllIA11 I.IIIT'T]'IRI'NY DATE DESCRIMON APPROVEDqULT!. 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'',' 0000? IOAIUNI^IINJ OJ dYIDSIVN UOVO JUO[^] I}YSH{iIU rIINll{iVA SNtINssurN tsg8Arcrts {,]INISIU'T O CdOWYIINICYJIONS TO NIIY dffDSTSN )dUIAYIS( Iw'IISq. NVJIONVI'HI'HT,IVA VNJHOU]JI il r600r I L I OI ril PLUMC ONC. 100xl0o OPENING HolS. ozm C/C TYPICALP LAN OF PARAPTTWALL coNc. ct^ss 'B' PLUII CONCRETE DttaL \' _ {srt \ wEEP HOLE loomm 0|^ -+ NLTER} IAIER$J. / 20or201t200 ./ ' FvC PIPEl 00mm 0A CtNCRm 250mrn FORI IEEP HOTT TYPICALS ECTIONO F PLUM CONCRETE R[fArNrNG/BREASWTALLT YPE 3 APPLICABLWE HEREN O RilANAINGWALLEXISTS SECTIONA -A CoNCREIE2 50mm Fl/C PIPE 1 TYPICALS ECTIONOF PLUM CONCRIIE TYPICALS ECTIONO F PLUM CONCRI|E DlA WEEPI RilAININGWALLT YPE 1 RETAININWG ALLT YPE2 TABLE:- ''X,' TYPE-3 TVDtr-1 DilAIL TYPE_1 TYPE-2 o<40' o>40' aT IJ n B n B n B NOTES il\.m, (m) (m) (n.) (-) (m) (m) (m) 1- ALL DIMENSIONASR E IN MILLIMETERUSN LESSO THERWISNEO TED. '1.50 1. 50 0.60 1.50 0.80 0.60 1.50 1.10 2- WEEPH OLESP VC PIPE 100mm D|,qS HALLB ! STAGGEREADT AN TNTERVAOLF Zm VERITCAL 2.00 0.80 2.OO 1.05 2.00 1, 00 2.OO 1. 40 ANO HORIZONTALA I.ID AS ADDMONALLYD IREC'IEDB Y I1JE ENGINEER. . 3_ IHE SLOPE OF WEEPH OIT SMLL BE 1 IN 8 FROM SACK OF THE IVALL TO THE OU1ERF ACE z.a\) 1. 00 1. 40 2.50 1.40 1.70 OR AS DIRECTEDB Y THE ENGINEER. 3.00 1.20 3.00 1.70 3.00 1.70 3,00 2-OO 4- TYPEO F RETANINGY iALI SHALLB E DECIDEDB Y THE ENGINEEARS PER S[I-EC ONDMONSK EEPING '1.50 3.50 2.10 3.50 2.00 2.50 FOLLOV{INIGN VIEW. ',B', 5- PLUM CoNCRm (702 CoNCREIEC LASS & JOZ ROCKF jLL MATERTAHLA VTNSCr ONES |ZE 4.00 1.80 4.00 2.40 4.00 ?.40 4.00 2.70 RANCINGB ET{EEN2 00^300) BE PROVIDED. 4.50 2.O0 4.50 2.70 4.50 2.70 4.50 3.00 6- TYPE1 RETAININWG ALLS HALLB E PRO\{DEDW HERET HE ROAOI S WELLA WAYF ROMT HE NAIIAH. 5.O0 5.OO 3.O0 5.00 3.60 RIVER/RIVINE. 7- TYPE2 RETA]NINWG ALLS HALLB E PROVIDEWD HERET HE ROADI S IN CLOSEV ICINfi OF]HE 5.50 2.60 5.9U 3.50 5.50 3.90 RIVER/RMNE OR CLiFF FACE 6-00 2.90 6.00 4.00 6.O0 3.70 6.00 4.30 8- TYPE 5 RETAININGW ALL SHAI.L BE PROVIDEDT O REIAIN THE SCREEOM A'IERhL (BREASTI VALL). 7.00 5.40 7.OO 4.70 6.50 4.00 o.cu +,70 9- PCC PARAPETS HALLB E PROVIDEADT TOP OF RETAININVG' ALLA ND AT OTHERH AZARDOUS 8.00 3.90 8.00 7.OO 4.+O 7.00 LOCAIIONSG UARDR AIL SHALLB E PROVIDEOD R AS DIRECIEDB / ]HE ENGINEER. 1O- VERTICASLL OPET O IHE OUTERF ACEO F THE RETAININIGV ALLT YPE2 CAN BE CHANEEU P 9.00 6.00 7.50 +.70 T0 1 tN 10. 10.o06.60 8.00 11_ PAYMENFTO R WEEPH OLESA ND RL'IERM ATERhLIS INCLUDEOIN ]HE COSTO F OTHERIT EMSA ND 11.007.20 SHAI.I NOT BE PAID SEPARATELY. 00005 12.O4 7.80 NI ryal]gfl4tftfF GOYERNMENTO F PAKISTAN 03 q.+ii-.ii"'n,iiilnT#r{ slJBMrfiA ROAD FROM KASHMIR HIGHIYAY TYPICALP LUM CONC. SCALE MINISTRY OF COMMUN]CATIONSIII NAflONALE NGINEERINSGE RVTCES Islamsbdd \- RECotlrE{0D RETAININGW ALL DETAILS N,T,S Ilf PArssrAN(P w.) Lm. cxo./vr-R. TO NIIA (MAIN LINK) NATIONAT, I{TCI{IIAY AI]TT{ORITY 0l DATE T}VGN.11, REV, DAIE DE5CRIFnON APPROVEI}OULTY'.S SURED APRIL 2015 347A/ 1OL/\D/L|AOO5 T1 sHo!!gEI____\ sHo!lL9EI__: PAVEMEN,T \ WEEPH OLES PVCP IPE1 00mmd lo D2 Tffilt*ti#{ ffiA?trEffi NOTES: 1. STEELA STM6 '15 GRADEO O SHALL BE USED. ? or Front Foce 2. COMPRESSIVSET RENGTHO F CONCRETSEH OULDB E 210 KG/CM CYLINDERC RUSHINGS TRENGTHA T 28 DAYS. J. PROVIDEC ONSTRUCTIOJNO INTN OT FURTHERA PART1 5m' 4, ACTUALL OCATIONL,E NGTHH, EIGHTS HALLB E DECIDED\APPROVED BY THE ENGINEERP RIORT O CONSTRUCT1OANT SITE, SHOP DRAWNGSA S PER NATURALG ROUNDC ONDITIONSH ALLB E SUBMITEDFO R APPROVAL. 5. WEEPH OLES( PVC PIPE 1OOMMd io) SHALLB E PROVIDEDS TAGGERED INTERVALO F 1.5m VERTICAL& 1.5m HORIZONTAOLR AS DIRECTEDB Y.'{H ed Exponsion la, . ENGINEER. PAYMENTO F WEEPH OLES,FILTEMRA TERIALIS DEEMEDT O BE INCL ':''..\.- lN THE OTHERC ONSTRUCTIOANC IVIIES OF RCC RETAININGW ALLS& EXPANSIONJO INT DTTAIL ''X,' NO SEPARATEP AYMENTS HALLB E MADE \:...'-" DETAIL 7. 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UCC UIJVININ ',li-VTT JVSlf T}INISIUA 3OOdN{INNIJYJIONS dvrD st,vN )d^r ( r'1,(' ro Nriv )wwu rrux( NYTIONYT HICHIIY IYNJHOUIII DOWEBL ARS1 3mm Dio ASPHALT 1000 LoNG@ 250 C/C ASPHALTP AINTED3 OO TERNATOE F JOINT TECTIONW ORK LEANC ONCRETE BUILDIN COMPACTESDU BGRAD CONS TRUC TION JOINTD ETAIL =+\l PROTECTIOWNO RK ;l PLAN ROAD YERS OF.R EINFORCED mm C O 200 C,/C BO]IIWAYS RCCCONCRET3EO O LEANC ONCRE]E SEEP AVEMENT COMPACTESDU BB ASE/ EXISTINPGA VEMEN9T5 %M DD( wherer equired) ,8, DETAIL .TED RIP RAP CLASS REINFORCECDO NCRETE (2MxO.50xLength) CAUSEWAPYA VEMENT LEANC ONCRETE Tfiir*H#R' a.&Hd cUT oFF WALL( plum concrete) NtnTtra' _ cABtoN (3x1xlength) HEIGHT-2mB, ASE-1.3m 1_ ALLD IMENSIONASR E IN MILLIMETEARSS NOTED. 'A, HEjGHT3-m (min), BASE-2 m 2- REINFORCCEOD NCRETSEH ALLB E CLASS HAVING2 CYLINDESRT RENGTOHF 210 KG/C\[. SICTION ? REINFORCSETDE ELS HALLB E GRADE_60. .I+- CONCRETCEO VERT O REINFORCESDH ALLBE 40 min. WATERD EFTHG UACEST O BE INSTALLETDO OUTERF A RETAININWGA LL. GOYERNMENOTF PAKISTAN NAT]ONAI ENGINEERING ROADF ROM.KASHMIRH IGHWAY CAUSEWAYD ETAIL MINISTRYO F COMMUNICATIONS PAKISTAN( PW.) LTD. TO NIIA (MAIN LINK) NATIONAHTI GHITAYA UTHORITY q BqAD \ SEE DETAIL f-- "l coNcc, l ss SECTIONA -A DETAIL t7 SKET ANCLE -1coo(mo:,) (ff/?ffi*on nol ""*t {3 \,-- \€RouTED RTPRAP Lrooo PLAN BIIU|IISIIC SrA,ln BIIUT4EN'R EA'IID EOARO BITUMASTS]CE AIANT 'A' DETAIL 'OP OF SUEGR^DE EXPANSION JOINT DETAIL ELASTOUEnSjCA NANT N0TES:- AT TOP SLAB AND 1YAILS CONTRACTIOJNO INT DETAIT 1. ALL DIMENSIONASR E IN MILUMEIERS. (ToPS IAB& IAUS oNtY) ? GROU]ED RIPRAP ALONC THE SLOPE SHAIL 5. IllE SHoUL"DEERo cE OR 1.00m llAX. WIDTH 4. A TYPICA!C ROSSS ECIIONO F SINGI.I CE(I 8OX CULVEFTls SHOWN. s. CONIRACIOI.',r ol,7 SflALI 9E SPICED1 5 DIREq'EDA / tHE E|la{EER. l tJr 6. ALL CONCREIEF ACEST O BE BURIEDIN SOILS H?AITB E PAMED V/ITH .OMXSPAN 7. TWOC OATSO F H01 BIruMEN^ s SPECIREDWftIOUATN Y EfiRA COfi. 8. LENGIHO F WINGW AL! WILI-B E 1.5 TIMESO F HSGHTA NDA T 45 OEGREE 9. 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