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GOVERNVTENT OF FAKISTA1Y MINISTRY OF COMMUNICATIONS I{ATIOII{AL HIGHWAY AUTHORITY
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i MAY , 201V fferroNAI, ENGTNEERTNc sERvICEspAKIsTAN(Pvr.) LIMITED. I{ESPAK HOUSE
NESPAKrlousE 2ndAttaturk Avenue, sectorG-5/2rsalamabadFakistan.
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1.
LIST OF DRAIIINGS No. DRAWING
TITLEOF DRAWING
S. NO
WITHOTHERDMWINGS. SHALLBE READIN CONJUNCTION EACHDRAWINC ' AND ELEVA'IIONS ARE BASEDON UTM ZONE 42-N. GRIDCO-ORDINATES
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ARRNGMENT TYPfC,{L CENERAL BOXCULVERI
3807/1O2/ID/BccOos
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(BRIOGE) GENERA. NOIESFOR STRUCTURES
3&7 / 1O2ADIGNSOO12
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REBIRSHABECODE
38071102,4DIRS001J
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GENERAL ARRANGEMENT UNDERPASS
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SHALLHAVEA MINIMUM SOAKEOC.B.R. OF 8X AT 95U lHE SUBGRADE MA1ERIAL FOR BOIH RLL AIIO CUT SECNONS,
ANDO'I}IERSGIVENDETAILS IIWERTL.EVELS 10, lHE tENGftS, SIZES.SLOPES, ARE IEIfTATIVE]1]E CONTMCTORSHALL PREPARE Sq{EDUIS OF STRUCIURES AND LOCAIIONS \IMI fiE REQUIRED SKEWANGLEAS PER SI'IE REOUIREMENTS TO EXECIJTION. PRIOR CONS'IRUCT|ON ENGINEER FOR APPROVAL
AS SHOWNIN OF EACHCULVERT THE SAMETO ]}IE
11. THE CONIRACIORSHAII BE RESPONSIELE TO CA'IER FOR ALL TEMPOMFf TRAFFICDI\€ESIONS BEFORE TART 'THE OF CONS'TRUCIION OF IHE ROAOTO OF THE ENGINEER INCLUDING DETOURROADAND ITS SATISFACTION ITAINTEMNCE, SPRINKUNG OF WA'IER,GRADING AND COMPACT1ON WHENAND WHEREREQUIRED AT HIS OWNCOST. 12.
rY?. DRAIN.DUCTS,CONCRE-IE AND CURBSTONEDETAIL38OZI BARRIER O2ADIDOOI5-16
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AIf/ DAI4AOE EXCAVANON,/EXECUTION OF WORK/SSHALL DONETO THEUNLMESDURING 9.
loA 5807,/102^D/R8W0010,
20
ITARKINGAND ROADSIGNS,CONTRACTOR SHALL SUBMIT OETAILEDPLAN DRAWINGS FOR PAVEMENT
AFPRWAL OF IHE ENGINEER. SHOWN CAEI,ESI(JnLMES ON PLANSAREAPPROXIMATE. EXACT LOCA]ION OF UNOER GROUNO AT HIS OWNCOST, BE DEIERMINED B/ lHE CONIRACTOR E/ THE CONIRACIORAT HIS OWN COSTTO THE SANSFACTIONOF CONCERNED
TyptCAL RCCBREAs-f WALL ptuu rvpneL WALLDETATL coNcRm REIATNTNG
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FOR DETAILOF STRUCIURES ARE SYUBOLIC. 9RUCIURESSHOWNON PLAN/PRORLE AND PROTECTION WORKS DEIAILEDIWENTORYOF STRUCTURES SHALL BE PREPAREDAS PER STTE SEE RE.Er'ANTDRAWNG,HOWEVER ANDSUEIITIED TO THE ENGINEER FOR APPROVALPRIORTO COMMENCEMENT OF CONDmoNIREQUIREMENTS
CONSIRUqIION rcIMIES AT SITE.
DETAIL 38O71O2ADIBCROO6,OO7 BOX CULVERfMULI1CEII & SINGLEFEINFORCEMEN' 3807/102/|D/WROO8,OO9
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TyplcAL t/{lNc WALLDerAL I
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MINORCIIANGEStN HORIZOI.ITAL/EFNCALAUENMENTMAY BE CARRIEDOIJ' AT SITE WITH PRIOR APPROVAL OF lHE ENGINEER.
TOTALNO OF SHEErS
ANOGENEMLNO1ES usr oF DRAWfNGS
7
ANGUTARMEASUREMENTS A[ DIT,{EI{SIONS SI.{OWNOII PIAN AND PROFILEDMWINGS ARE IN MNERS WHERETAS (360' TO A CIRCLE). AND SECONDS ARE IN DEGREES, MINL'TES
ROADSTGNS,GANTRYSTGNS, REIA|N|No/BRASTTOE WAU, GUARORA|L,CoNCRfiE CURB STONES,FOOTPATH, PAVEMEI.IT SIUOS AND O1HERANCIUJARY ITEMSSHALL BE PROVIDEOAS PER THE 8OO ITEMS , AS PER SITE REOUIREI,iENI OR AS DIRECIEDBY IHE ENGINEER.CONTRACTOR SHALL PREPARETHE SHOP DRAWNC 'TTIE LOCATION ALONGWTTIIMEIHODOLOO/AND SHALL SUBMIT FOR APPROVALTO FOR ACH AflMft/ WORK MEIHOOOLOGY OF EACH CONSTRUCT(ON ACTMITYSHALL BE ENCINEER PRIORTO STARTOF CONSTRUCIION. SUBMfTTEO AT.IDAPPROVEO SY THE ENGINEER PRIORTO COMMENCETHE ACTIVIWAT 5ITE. rl{O COATSOF BIruMEN PANI SIIALL BE APPUEDON CONCREIE FACESIN CONTACTWITHTHE SOIL. COSI OF rHF fiElJ IS DEEMEDTO BE INCLUDEDIN IHE RELEVil.TTBOQ IIEM RATESANO NO SEPRATEPAYMENTSHAIIBE I,IAOEFOR 1} S TTEMOF WORK.
AND WALL BREqSI WAI AND TOE WA|.L SMLL BE PROVIDEDAS PER STTEREQUIREMENT TYPEOF RETAININO SHAI. BE PLACEOON FIRM,HARDAiID ROCKYSTRATA,OR AS DIRECIED BY THE ENGINEER. 13. DRA'NA6ECHIJIESSMLL BE PROVIDED OI'1|]rc8 FILL (FIL>zM) AT EACH 5OM INTERVAL 14. IHE E BIU{KMEI'IT AASHTOCLASSA_1, A-2 A A-(2/4) MIERhL SHALLQUAUF/AS PER MATERIAL REQUIREMENT AT THE MATERIA.IN CqSEA-3 MATERIAL IS USEDSMLL BE WELL CONFINEDWITTIAPPROVEDMATERIAL/METHOD
cost 0F coNIMooR. AND 15. PIFE CULVERIS FORlHE DRAMGE OF WATERCOURSES SHALL BE PROMIDEO AS PER]HE SITE REQUIREMENT YIIftI THE CONSEI.IT OF lHE RESPESIIVEFARMERTO ADDRESSTHE ISSUE.
16. PROIECIION OF ]IIE DESIGNER WORKS $iqLL 8E DECIDED WMI fiE CONSENT AS PERTHE SITE
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ARE IN .MII.IIMEIERSUNLESS NO1EOOTHERWISE. ALL DIMENSIONS AT 95U M.D.D, MSHTO T-180 AND SHALL HAVEA MINIMUM SUBGMDEMAIERhL SHALL8E COMPACTED soAKm c.B.R oF 8z N 95; M.0.0. AASHTOT-160.
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STEELASru 615 GRADE 60 SHALLBE USED.
2.
MINIMUMCOMPRESSIVE S]RENGIHOF RcC CONCRETE SHoULD BE 2EO KGlCil/i CYLINDER CRUSHING SMENG1HAT 28 DAYS. PROVIDE CONSTRUCTION JOINTNOT FURTHER APART15m. ACTUALLOCATION, LENGTH,HEIGHTSHALL BE DECIDED\APPROVED BY THE ENGINEER PRIORTO CONS]RUCNON AT SIIE. STiOPONIWruCSAS PER NATURALGROUND CONDITION SHALLBE SUBMITED FOR APPROVAL,
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PAYMENT OF.WEEP HOLES,FILTER MATERIAL IS DEEMED TO BE INCLUDED ..:' iN THEoTHERcoNsrRucnoNACIV|TIES oF Rcc RETA|NING WALLS& .i,.,, N0 SEPARATE PAYMENT SHALLBE pAtD. (! {) BITUMENCOATING (2 CoATS)SHALLBE AppLtEDALONGBACKFTLL MATERIALI\* NO SEPARATEPA),I',IENT SHALLBE MADE,
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700 - 1000
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PAKTSTAI{(PV"r.) LTD;
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300 400 " 500 600 -
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