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    Master Drain Drawing From 406 To 512 (Yet To Submit)

    Uploaded by

    Anal Biswas
    The document provides specifications for constructing a concrete edge drain. It specifies that inspection chambers should be provided every 20 meters along the drain. The drain must be aligned according to the typical cross section and drainage plans. The slope of the drain must follow the drainage plan and profile drawings. Reinforcement steel should be grade 500d HYSD bars, and concrete grades should be M20 for precast or cast in situ drains and M15 for leveling courses.

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    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd

    Master Drain Drawing From 406 To 512 (Yet To Submit)

    Uploaded by

    Anal Biswas
    68 views1 page
    The document provides specifications for constructing a concrete edge drain. It specifies that inspection chambers should be provided every 20 meters along the drain. The drain must be aligned according to the typical cross section and drainage plans. The slope of the drain must follow the drainage plan and profile drawings. Reinforcement steel should be grade 500d HYSD bars, and concrete grades should be M20 for precast or cast in situ drains and M15 for leveling courses.

    Original Description:

    Drain

    Original Title

    MASTER DRAIN DRAWING FROM 406 TO 512 (YET TO SUBMIT)

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    © © All Rights Reserved

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    The document provides specifications for constructing a concrete edge drain. It specifies that inspection chambers should be provided every 20 meters along the drain. The drain must be aligned according to the typical cross section and drainage plans. The slope of the drain must follow the drainage plan and profile drawings. Reinforcement steel should be grade 500d HYSD bars, and concrete grades should be M20 for precast or cast in situ drains and M15 for leveling courses.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    68 views1 page

    Master Drain Drawing From 406 To 512 (Yet To Submit)

    Uploaded by

    Anal Biswas
    The document provides specifications for constructing a concrete edge drain. It specifies that inspection chambers should be provided every 20 meters along the drain. The drain must be aligned according to the typical cross section and drainage plans. The slope of the drain must follow the drainage plan and profile drawings. Reinforcement steel should be grade 500d HYSD bars, and concrete grades should be M20 for precast or cast in situ drains and M15 for leveling courses.

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    © All Rights Reserved
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    of 1

    C A B NOTES :

    1.... INSPECTION CHAMBER SHALL BE PROVIDED AT 20.0m, OTHER THAN AT THE JUNCTION AND
    START & END.
    2.... DRAIN SHALL BE ALIGNED TYPICAL CROSS SECTION AND DRAINAGE PLAN & PROFILE DRAWING
    20m. c/c 20m. c/c
    20m. c/c 20m. c/c 20m. c/c
    1150

    OPENING OPENING OPENING 3.... SLOPE OF THE DRAIN SHALL BE IN ACCORDANCE TO DRAINAGE PLAN & PROFILE DRAWINGS.
    OPENING OPENING FRP
    COVER COVER LD 4.... REINFORCEMENT STEEL SHALL BE HYSD BARS ( GRADE DESIGNATION Fe : 500d )
    SLAB 2.5
    5.... GRADE OF CONCRETE :
    ( a ) PRECAST OR CAST IN SITU DRAIN ....M 20
    1150
    PLAN A B
    ( b ) LEVELING COURSE ..............................M 15
    8mm Ø @ 6.... LAPPING SHALL BE STAGGERED, BARS SHALL BE LAPPED IN SUCH A WAY THAT NOT MORE THAN
    150mm c/c 50% OF THE BARS ARE LAPPED AT MY SECTION , LAP LENGTH SHALL BE 76 TIMES Dia OF
    850
    1150 SLABTOP 1150 1150 50 SMALLER BAR.
    850 850 850 50
    75 SLAB BOTTOM
    GRATING @
    125

    PCC TOP 125 7.... THE CONCRETE EDGE DRAIN IS DESIGNED ANTICIPATING NO LIVE LOAD ON TOP OF THE DRAIN
    225

    BT TOP

    225
    10.0m C/C
    75

    75

    8mm Ø @ 10mm Ø @ 10mm Ø @ BT TOP


    8mm Ø @ 10mm Ø @
    PCC
    BOTTOM 150mm c/c 150mm c/c 150mm c/c 150mm c/c 150mm c/c 8mm Ø @150c/c
    8mm Ø @150c/c 8mm Ø @150c/c
    ALL AROUND ALL AROUND
    440

    440
    ALL AROUND 8mm Ø 58.5
    58.5 58.5 58.5
    @150c/c
    1200

    1200
    1450

    1450
    ALL AROUND
    100 mm Ø 100 mm Ø
    WEEP HOLE WEEP HOLE 8mm Ø
    1000 mm C/C 8mm Ø @150c/c 1000 mm C/C @150c/c
    INVERT LEVEL ALL AROUND ALL AROUND
    125

    125
    PCC TOP
    PCC BOTTOM
    100

    100
    100 125 900 125 100 SECTION A - A 100 125 900 125 100 SECTION B - B
    1350 1350
    ( REINFORCEMENT DETAILS ) ( REINFORCEMENT DETAILS )
    TYPICAL DETAILS OF DRAIN SECTION B - B
    ( DIMENTION DETAILS )

    6
    C 6 25 6 25 6 25 6 25 6 25 6

    125
    25
    225

    30 30
    409
    GRATING @ M.S.FLAT M.S.FLAT ( 50X6 ) - 02 NOS. X
    10.0m C/C VANE 40X6 469 mm
    25 mm C/C
    45° SLANT.
    14 NOS. X
    113mm
    DETAIL "C" - GRATING
    ISCOMETRIC VIEW OF
    CONCRETE DRAIN AND
    GRATING
    PROJECT : INDEPENDENT ENGINEER : V.R TECHNICHE FOR SUBMISSION SKYLARK INFRA ENGINEERING
    CLIENT : EPC CONTRACTOR : TITLE :
    Six Laning of Consultants Pvt Ltd PVT. LTD.
    SA INFRASTRUCTURE REV DATE DESCRIPTION
    Barwa-Adda-Panagarh Section of CONSULTATION PVT. (P.M.C)
    NH-2 from km 398.240 to km LTD. WORKING DRAWING
    521.120 including Panagarh
    Transportation R0
    FOR DRAIN AT
    Bypass in States of Jharkhand CONCESSIONAIRE : 418+440 TO 418+700
    and West Bengal under NHDP
    Phase V on Toll on DBFOT
    CHECKED BY : RHS
    NATIONAL HIGHWAYS Barwa Adda Expressway Limited
    AUTHORITY OF INDIA Pattern. IL&FS TRANSPORTATION NETWORKS LIMITED DRG. NO.- SKY / STR / DR / 009

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