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Road Construction Plan NH-07

The document details the construction of a catch drain system using 100mm thick shotcrete with wire mesh. It will have 50mm drainage holes spaced at 4m centers in both directions, and 25mm self-drilling anchors at 2m spacing driven 5m into the ground and grouted.
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0% found this document useful (0 votes)
75 views1 page

Road Construction Plan NH-07

The document details the construction of a catch drain system using 100mm thick shotcrete with wire mesh. It will have 50mm drainage holes spaced at 4m centers in both directions, and 25mm self-drilling anchors at 2m spacing driven 5m into the ground and grouted.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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CATCH DRAIN CATCH DRAIN

100mm THK. SHOTCRETE (M-25) 100mm THK. SHOTCRETE (M-25)


WITH WIREMESH Ø5x150x150mm WITH WIREMESH Ø5x150x150mm

CATCH DRAIN
100mm THK. SHOTCRETE (M-25)
WITH WIREMESH Ø5x150x150mm CATCH DRAIN
100mm THK. SHOTCRETE (M-25)
WITH WIREMESH Ø5x150x150mm

CATCH DRAIN
100mm THK. SHOTCRETE (M-25)
WITH WIREMESH Ø5x150x150mm
Ø50mm, DRAINAGE HOLES, 2.0m LONG @ CATCH DRAIN
4.0m c/c, BOTHWAYS STAGGERED 100mm THK. SHOTCRETE (M-25)

30000

30000
Ø50mm, DRAINAGE HOLES, 2.0m LONG @
Ø25mm, SELF DRILLING ANCHOR WITH WIREMESH Ø5x150x150mm
4.0m c/c, BOTHWAYS STAGGERED
@ 5.0m LONG FULLY GROUTED (Fe 500)
@ 2.0m c/c STAGGERED BOTHWAYS Ø25mm, SELF DRILLING ANCHOR
@ 5.0m LONG FULLY GROUTED (Fe 500)
@ 2.0m c/c STAGGERED BOTHWAYS
CATCH DRAIN
100mm THK. SHOTCRETE (M-25) CATCH DRAIN
WITH WIREMESH Ø5x150x150mm
100mm THK. SHOTCRETE (M-25)
WITH WIREMESH Ø5x150x150mm

NSL
Ø50mm, DRAINAGE HOLES, 2.0m LONG @
4.0m c/c, BOTHWAYS STAGGERED NSL
Ø25mm, SELF DRILLING ANCHOR Ø50mm, DRAINAGE HOLES, 2.0m LONG @
@ 5.0m LONG FULLY GROUTED (Fe 500) 4.0m c/c, BOTHWAYS STAGGERED
@ 2.0m c/c STAGGERED BOTHWAYS
PROPOSED ROAD

PROPOSED ROAD
REFER SEPRATE DRG. REFER SEPRATE DRG. Ø25mm, SELF DRILLING ANCHOR
@ 5.0m LONG FULLY GROUTED (Fe 500)
CENTRE LINE

CENTRE LINE
SB 4 SB 4 @ 2.0m c/c STAGGERED BOTHWAYS
WMM 1 WMM 1
4000

4000
DBM DBM
1094.383 BC 2.5% 1094.900 BC 2.5%
(TYP.)

(TYP.)
1000

1000
1 1
6 6
2000 4 2000
1

SECTION @ CH - 452+180 SECTION @ CH - 452+190


0 3.75 7.5 m 0 3.75 7.5 m

NOTES:-
1. GRADE OF PLUM CONCRETE SHALL BE M20.
2. SIZE OF AGGREGATE SHALL NOT BE MORE THAN 80mm.

OWNER ENGINEERING : SAFETY CONSULTANT : EPC CONTRACTOR: PROOF CONSULTANT: PROJECT: TITLE : SLOPE PROTECTION MEASURES
DRAWN BY : DEEPAK
KQC GLOBAL CONSULTANTS PVT. LTD. CONSTRUCTION & UPGRADATION OF EXISTING ROAD SCHEME KM-452+160 TO 452+235
125 m TO 2-LANE WITH PAVED SHOULDERS FROM KM DESIGNED BY : SK
301 Kautilya, Sector 14, Dwarka, 430.000 TO KM 468.000 OF CHAMOLI TO PAINI
New Delhi, Delhi 110075 (EXCLUDING KM 437.625 TO KM 437.775, KM 458.900 TO
APPROVED BY : DK DRG. NO. : CP-SZ-PM-03
www.kqcglobalconsultants.com KM 459.475 AND KM 464.425 TO KM 464.525) OF NH-07
National Highways & Infrastructure MANOMAV ENGINEERS NKG INFRASTRUCTURE LTD. UNDER CHARDHAM PARIYOJNA ON EPC BASIS IN THE
PVT. LTD. MEPL 1:150 (A1)
Development Corporation Ltd. (NHIDCL) STATE OF UTTRAKHAND (PKG-III) REV. DATE DESCRIPTION SCALE : REVISION : R-0 FEB-2020
1:300 (A3)

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