detail 1 - dotr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole...

7
DETAIL "1" 7 CAP DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS SCHEMA Konsult Inc. Joint Venture with PERTCONSULT International DCCD Engineering Corporation Philipp's Technical Consultants Corp. Project Manager Project Manager, DOTC-PMO

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Page 1: DETAIL 1 - DOTr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole to manhole) 0.075 0.110 0.0500.050 0.110 0.740 0.050 0.110 0.0500.219 0.203 0.050

DETAIL "1"

7

CAP

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc. Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

Page 2: DETAIL 1 - DOTr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole to manhole) 0.075 0.110 0.0500.050 0.110 0.740 0.050 0.110 0.0500.219 0.203 0.050

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

CIVIL ENGINEER

EDUARDO V. SANTILLAN

300mm 300 300 300 300 300 300 300 300 300

300

mm

300

300

300

300

300

30

030

030

0300

300mm 300 300 300 300 300 300 300 300 300

5 c

m

TOP SOIL

SUB-GRADE LEVEL

SODDING (CARABAO GRASS

SODDING(Carabao Grass)

EMBANKMENT / EXCAVATION SIDE SLOPE

NGL

300

mm

300

300

300

300

300

300

300

300

300

TOP SOIL( t = 5 cm)

13

CAP

Page 3: DETAIL 1 - DOTr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole to manhole) 0.075 0.110 0.0500.050 0.110 0.740 0.050 0.110 0.0500.219 0.203 0.050

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

CIVIL ENGINEER

EDUARDO V. SANTILLAN

PCCPASPHALT

SHOULDERASPHALT

SHOULDER

DETAIL "A"

START OF SODDING

DRAINAGE END OF SODDING

NGL

TOP SOIL ( t = 5cm)

SODDING( CARABAO GRASS)

EDGE OF ASPHALTSHOULDER

EMBANKMENT MATERIALS

5 c

m

14

CAP

Page 4: DETAIL 1 - DOTr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole to manhole) 0.075 0.110 0.0500.050 0.110 0.740 0.050 0.110 0.0500.219 0.203 0.050

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

0+000

0+100

0+200

0+300

0+400

0+500

0+600

0+700

0+800

0+900

1+000

1+100

1+200

1+300

1+400

1+500

1+700

1+800

1+900

2+000

2+100

2+200

0-100

2+300

2+400

2+500

2+600

TCSB STA.2+160

PCSB STA.2+225

PCSB STA.2+518TCSB STA.2+525

0+000

0+100

0+200

0+300

0+400

0+500

0+600

0+700

0+800

0+900

1+000

1+100

1+200

1+300

1+400

1+500

1+700

1+800

1+900

2+000

2+100

2+200

0-100

2+300

2+400

2+500

2+600

1

CAA

Page 5: DETAIL 1 - DOTr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole to manhole) 0.075 0.110 0.0500.050 0.110 0.740 0.050 0.110 0.0500.219 0.203 0.050

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

2+100

2+200

2+300

2+400

2+500

2+600

TCSB STA.2+160

PCSB STA.2+225

PCSB STA.2+518TCSB STA.2+525

0+000

0+100

0+200

0+300

0+400

0+500

0+600

0+700

0+800

0+900

1+000

1+100

1+200

1+300

1+400

1+500

1+700

1+800

1+900

2+000

2+100

2+200

0-100

2+300

2+400

2+500

2+600

0.35

10.

380

0.42

0

6 - 12mmØSPACED @0.265m O.C.

0.150 1.200 0.150

1.500

0.15

01.

000

0.30

0

1.45

0

150mm THK CHB w/4 - 12mmØ VERT. and HOR.BARS SPACED @0.200m O.C.

150mm THK CONC. w/2 - 12mmØ HOR. BARS [email protected] O.C.

1.375m LONG 16mm Ø R.S.B. SPACED@ 0.300m O.C. BOTHWAYS

1.30m LONG 16mm Ø BAR HANDLE

Ø0.170

Concrete Encasement

2

CAA

Page 6: DETAIL 1 - DOTr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole to manhole) 0.075 0.110 0.0500.050 0.110 0.740 0.050 0.110 0.0500.219 0.203 0.050

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

0.075

0.110

0.050 0.075

0.110

0.050 0.320 0.050

0.420

0.07

5

0.26

0

0.11

00.

075

TAMPED EARTH BACKFILL

150 mm WIDE WARNING TAPE

F G E (EMBANKMENT)

10mmØ TIES

CONCRETE ENCASED(MANHOLE TO MANHOLE)

CONCRETE ENCASEMENT (TYPICAL)

0.54

00.

300

TWO PIPES

2 sq.mm HOT-DIPGALVANIZED STEEL WIRE

12mmØ REBAR

0.075

0.110

0.050 0.050

0.110

0.580

0.05

0

0.42

0

0.32

00.

050

0.075

0.110

0.050 0.240 0.0500.240

0.38

00.

300

TAMPED EARTH BACKFILL

150 mm WIDE WARNING TAPE

CONCRETE ENCASEMENT (TYPICAL)

F G E (EMBANKMENT)

10mmØ TIES

SIX PIPES

2 sq.mm HOT-DIPGALVANIZED STEEL WIRE

12mmØ REBAR

CONCRETE ENCASED(MANHOLE TO MANHOLE)

0.075

0.110

0.050 0.050

0.110

0.740

0.050

0.110

0.050 0.219 0.0500.203

0.075

0.110

0.219

2 sq.mm HOT-DIPGALVANIZED STEEL WIRE10mmØ TIES

0.05

0

0.42

0

0.32

00.

050

0.38

00.

300

TAMPED EARTH BACKFILL

150 mm WIDE WARNING TAPE

CONCRETE ENCASEMENT (TYPICAL)

F G E (EMBANKMENT)

EIGHT PIPES

12mmØ REBAR

CONCRETE ENCASED(MANHOLE TO MANHOLE)

3

CAA

Page 7: DETAIL 1 - DOTr · 2 sq.mm hot-dip galvanized steel wire í î u ut z z concrete encased (manhole to manhole) 0.075 0.110 0.0500.050 0.110 0.740 0.050 0.110 0.0500.219 0.203 0.050

DEPARTMENT OF TRANSPORTATION

AND COMMUNICATIONS

SCHEMA Konsult Inc.Joint Venture with

PERTCONSULT International

DCCD Engineering Corporation

Philipp's Technical Consultants Corp.

Project Manager Project Manager, DOTC-PMO

1

ETF

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