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Concrete Drainage Channel 1 Concrete Drainage Channel 2: Ø Long. Bars 10mmø Stirrups SPCD. at 300mm O.C

The document shows engineering drawings for two concrete drainage channels and a concrete manhole. Drainage Channel 1 is 1050mm wide and 800mm deep with vertical and horizontal reinforcing bars. Drainage Channel 2 is 700mm wide, 460mm deep and also contains reinforcing bars. The manhole is 1540mm wide and 1340mm deep with a reinforced concrete top slab and pipes.

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michael Sonugan
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917 views1 page

Concrete Drainage Channel 1 Concrete Drainage Channel 2: Ø Long. Bars 10mmø Stirrups SPCD. at 300mm O.C

The document shows engineering drawings for two concrete drainage channels and a concrete manhole. Drainage Channel 1 is 1050mm wide and 800mm deep with vertical and horizontal reinforcing bars. Drainage Channel 2 is 700mm wide, 460mm deep and also contains reinforcing bars. The manhole is 1540mm wide and 1340mm deep with a reinforced concrete top slab and pipes.

Uploaded by

michael Sonugan
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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1200

150 900 150


600

150
2-12mmØ LONG. BARS SOLID CONCRETE 100 400 100
10mmØ STIRRUPS
SPCD. @ 300mm O.C.
6'' CHB

140
SOLID CONCRETE
10mmØ HOR. BARS

10mmØ VERT. BARS


1050 SPCD. @ 600mm O.C. 4'' CHB

800

700

460
10mmØ HOR. BARS

300mm LENGTH
DOWEL BAR 10mmØ VERT. BARS
SPCD. @ 600mm O.C.
300

4-12mmØ LONG. BARS

100
SPCD. @ 350mm O.C. 100mm THK. REIN. BASE
50mm THK. GRAVEL BEDDING
100

100mm THK. REINF. BASE


4-12mmØ LONG. BARS 10mmØ TRANSVERSE BARS
50m THK. GRAVEL BEDDING SPCD. @ 167mm O.C. SPCD. @ 600mm O.C.

12mmØ TRANSVERSE BARS


SPCD. @ 400mm O.C.

CONCRETE DRAINAGE CHANNEL 1 CONCRETE DRAINAGE CHANNEL 2


Scale 1:20 MTS Scale 1:20 MTS

1450

100 1250 100

R.C. MANHOLE COVER


100

1020

REINFORCED CONCRETE 100 820 100


4'' CHB
TOP SLAB W/ 10mmØ DEF. BARS
SPCD. @ 200mm O.C.E.W.

120
10mmØ VERTICAL BARS SOLID CONCRETE
SPCD. @ 600mm O.C.

4'' CHB

10mmØ HOR. BARS


1540

1340

10mmØ HOR. BARS


10mmØ VERTICAL BARS
SPCD. @ 600mm O.C.

1120

900
36'' REINFORCED CONCRETE PIPE

24'' REINFORCED CONCRETE PIPE

300
300mm LENGTH
300

300mm LENGTH DOWEL BAR


DOWEL BAR

100
100mm THK. REINF. BASE
100

100mm THK. REINF. BASE 50mm THK. GRAVEL BEDDING


50mm THK. GRAVEL BEDDING
5-12mmØ MATTING BARS B.W.

6-12mmØ MATTING BARS B.W.

TYPICAL MANHOLE 1 DETAIL TYPICAL MANHOLE 2 DETAIL


Scale 1:20 MTS Scale 1:20 MTS

PROJECT TITLE: PREPARED BY: CHECKED: RECOMMENDING APPROVAL: APPROVED: SHEET CONTENT: SHEET NO:

FRANCES NOEL B. CARVAJAL ARNOLD G. ESTILLORE MINERVA B. SARAÑA HON. CARLO T. VILLAMOR 2
IMPROVEMENT OF DRAINAGE DRAINAGE DETAILS
MANHOLE DETAILS 3
AUTOCAD OPERATOR CIVIL ENGINEER MUNICIPAL ENGINEER MUNICIPAL MAYOR

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