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    1.JVLR Retaining Wall R-1-12

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    samir bendre
    This document provides notes for a construction project including dimensions, materials, and specifications. It specifies concrete grades and thicknesses for utility ducts, retaining walls, and storm water drains. It notes reinforcement bar grades and clear cover. Weep holes are to be provided at intervals. House connections and storm inlets should be staggered according to site conditions. The drawing shows a combined arrangement of roadside drains, utility ducts, and retaining walls from a marble factory to a studio and provides project details.

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

    1.JVLR Retaining Wall R-1-12

    Uploaded by

    samir bendre
    3 views1 page
    This document provides notes for a construction project including dimensions, materials, and specifications. It specifies concrete grades and thicknesses for utility ducts, retaining walls, and storm water drains. It notes reinforcement bar grades and clear cover. Weep holes are to be provided at intervals. House connections and storm inlets should be staggered according to site conditions. The drawing shows a combined arrangement of roadside drains, utility ducts, and retaining walls from a marble factory to a studio and provides project details.

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    1.JVLR RETAINING WALL R-1-12

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    This document provides notes for a construction project including dimensions, materials, and specifications. It specifies concrete grades and thicknesses for utility ducts, retaining walls, and storm water drains. It notes reinforcement bar grades and clear cover. Weep holes are to be provided at intervals. House connections and storm inlets should be staggered according to site conditions. The drawing shows a combined arrangement of roadside drains, utility ducts, and retaining walls from a marble factory to a studio and provides project details.

    Copyright:

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

    1.JVLR Retaining Wall R-1-12

    Uploaded by

    samir bendre
    This document provides notes for a construction project including dimensions, materials, and specifications. It specifies concrete grades and thicknesses for utility ducts, retaining walls, and storm water drains. It notes reinforcement bar grades and clear cover. Weep holes are to be provided at intervals. House connections and storm inlets should be staggered according to site conditions. The drawing shows a combined arrangement of roadside drains, utility ducts, and retaining walls from a marble factory to a studio and provides project details.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 1

    NOTES :-

    1) ALL DIMENSION ARE IN MILIMETERS.


    2) GRADE OF CONCRETE SHALL BE M40 FOR UTILITY DUCT.
    3) GRADE OF CONCRETE SHALL BE M25 FOR RETAINING WALL.
    4) GRADE OF CONCRETE SHALL BE M25 FOR SWD.
    5) GRADE OF PCC & THICKNESS SHALL BE M20 150THK FOR
    UTILITY DUCT.
    6) GRADE OF PCC & THICKNESS SHALL BE M15 100THK FOR
    RETAINING WALL & SWD DUCT.
    7) ALL RENFORCEMENT SHALL BE HIGH STRENGTH DEFORMED
    CORROSION RESISTANT (CRS) BARS OF GRADE Fe500
    CONFORMING TO IS : 1786:2008
    8) CLEAR COVER TO MAIN REINFIRCEMENT SHALL BE 40MM
    9) DEVELOPMENT LENGTH 50D
    10) 100mm DIA WEEP HOLES SHALL BE PROVIDED AT A DISTANCE
    OF 1.5METER C/C IN HORIZONTAL AND IN VERTICAL DIRECTION.
    11) POSITIONING OF HOUSE CONNECTION AND STORM INLET
    SHALL BE STAGGERED AND AS PER SITE CONDITION.

    CH - 2+280 CH - 2+290

    CH - 2+280 CH - 2+290

    NAME OF DRAWING PROJECT NAME NAME OF THE CLIENT NAME OF THE CONSULTANT
    COMBINED ARRANGEMENT OF IMPROVEMENT OF SIDE STRIPS IN TUSPL
    ROAD-SIDE DRAIN, UTILITY DUCT AND ASPHALT ON J.V.L.R FROM JUNCTION
    TRAUMA CENTER NEAR WESTERN
    MUNICIPAL CORPORATION OF 701, HARBHAJAN, CST RD,
    VIDYANAGARI MARG, KALINA ,
    RETAINING WALL FROM MARBLE

    N
    GREATER MUMBAI SANTACRUZ (E), MUMBAI - 400 098.

    O
    D
    FACTORY AND KAMAL AMROHI STUDIO. EXPRESS HIGHWAY TO K/EAST WARD

    N
    TA
    Telefax : +91 22 26655335
    contact@tandonandassocaies.com|www.tandonandassociates.com
    BOUNDARY IN K/EAST WARD.
    DRG NO SCALE DATE DRN BY
    MCGM/JVLR/RW/MF-12 SCALE:- NTS 17-09-2020 Ravindra .S

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