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    HPC 2x1000

    Uploaded by

    Shivam Sharma
    This document provides specifications for constructing a culvert. It includes 13 numbered notes detailing requirements such as dimensions being in millimeters, pipe material and joining specifications, slope ratios, and references to other approved plans. Dimensions, a plan view, and two cross sections are provided showing features of the culvert including widths, lengths, pipe sizes, slopes, and material types. Safety measures like wheel guards at the head walls are also noted.

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

    HPC 2x1000

    Uploaded by

    Shivam Sharma
    23 views1 page
    This document provides specifications for constructing a culvert. It includes 13 numbered notes detailing requirements such as dimensions being in millimeters, pipe material and joining specifications, slope ratios, and references to other approved plans. Dimensions, a plan view, and two cross sections are provided showing features of the culvert including widths, lengths, pipe sizes, slopes, and material types. Safety measures like wheel guards at the head walls are also noted.

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    This document provides specifications for constructing a culvert. It includes 13 numbered notes detailing requirements such as dimensions being in millimeters, pipe material and joining specifications, slope ratios, and references to other approved plans. Dimensions, a plan view, and two cross sections are provided showing features of the culvert including widths, lengths, pipe sizes, slopes, and material types. Safety measures like wheel guards at the head walls are also noted.

    Copyright:

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

    HPC 2x1000

    Uploaded by

    Shivam Sharma
    This document provides specifications for constructing a culvert. It includes 13 numbered notes detailing requirements such as dimensions being in millimeters, pipe material and joining specifications, slope ratios, and references to other approved plans. Dimensions, a plan view, and two cross sections are provided showing features of the culvert including widths, lengths, pipe sizes, slopes, and material types. Safety measures like wheel guards at the head walls are also noted.

    Copyright:

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

    NOTES:-

    1. ALL DIMENSIONS ARE IN MM & LEVELS ARE IN METER.


    2. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED, DO
    NOT SCALE THE DIMENSIONS.
    TOTAL WIDTH
    3. LOOSE/ UNSTABLE SOIL BELOW CULVERTS IS REPLACED
    WITH SUITABLE GRANULAR MATERIAL.
    ROAD WAY WIDTH AS PER TCS
    U/S D/S 4. CHAINAGE / FORMATION LEVEL IS PROVIDED AS PER
    F.R.L. 400 RCC WHEEL GAURD APPROVED PLAN & PROFILE DRAWING.
    HEAD WALL IN RCC WHEEL
    PCC-M15 SLOPE* SLOPE* GAURD (400x400) 5. FOR CULVERTS SKEW TO THE TRAFFIC DIRECTION
    LENGTH OF CULVERT SHALL BE ADJUSTED AS PER SITE
    CONDITION.
    BED LVL. INVERT LVL.
    600 6. THE PIPE SHALL BE RCC NP3 NON PRESSURE PIPE. THE
    SLOPE 1 IN 1000 115 SPECIFICATION OF PIPE SHALL BE AS PER IS-458 OF 2003.
    300
    7. PIPE SHALL BE JOINED BY INTERNAL FLUSH JOINT AS
    PER I.S.458 OF 2003.
    ℄ OF THE 1000 8. THE JOINTING SPACE SHALL BE FILLED WITH CEMENT
    COMPACTED GRANULAR STRUCTURE
    MATERIAL OR PCC M15 MORTAR 1 CEMENT TO 2 SAND, MIXED SUFFICIENTLY
    DRY TO REMAIN IN POSITION WHEN FORCED WITH
    SECTION A-A 115
    TROWEL OR RAMMER / AS PER THE DIRECTION OF
    1320 ENGINEER.
    ℄ OF THE 9. LONGITUDINAL SLOPE SHALL BE 1 IN 1000 (MINIMUM).
    STRUCTURE 1450 150 MM. THK. 10. FOR DETAIL OF HALF PIPE DRAIN NEAR TOP OF THE
    1600 P.C.C. M-15 RETAINING WALL/TOE WALL REFER SEPARATE DRAWING.
    11. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH
    B

    RCC WHEEL APPROVED PLAN & PROFILE DRAWING. FRL & CAMBER,
    GAURD DETAILS OF HEAD SUPER ELEVATION AT PARTICULAR LOCATION SHALL BE
    (400x400) VERIFIED WITH THE APPROVED PLAN & PROFILE
    WALL DRAWING.
    12. DISCREPANCY IF ANY IS TO BE IMMEDIATELY BROUGHT
    IN TO THE NOTICE OF ENGINEER FOR NECESSARY
    F.R.L. MODIFICATION IN THE DRAWING.
    150

    13. WHEEL GAURD SHOULD BE PROVIDED END OF BOTH


    115

    HEAD WALLS.
    I.S.I CLASS
    1000

    NP3 PIPE
    115

    A A 150

    7880
    ℄ OF THE 150
    500

    500
    STRUCTURE
    Ø1000 Ø1000 BED LVL.
    260
    INVERT LVL..
    115
    1000

    115
    160
    BEDDING 3300
    115
    150

    SECTION B-B

    RCC WHEEL
    GAURD
    (210x210)
    B

    PLAN

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