sd-027 road section and detail gis 150kv tjs substation.pdf

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300 150 100 100 350 800 100 150 150 SUB BASE TYPE II LEAN CONCRETE THICK 75 OPENING AT CURB FOR DRAINAGE CONCRETE GRADE THICK 200 DRAINAGE TYPE B EVERY 4000 C/C BRC SECURITY FENCE EL. -0.35 (TOP OF GRAVEL) 1800 150 SECTION A-A Scale : 1:50 DRAINAGE TYPE B 300 100 100 350 200 900 500 500 300 1300 BRC SECURITY FENCE BRICK WALL EL. -0.35 (TOP OF GRAVEL) EL. +2.40 EL. +1.50 EL. +2.00 400 Scale : 1:50 SECTION B-B 300 1750 CONCRETE PIPE 1/2 DIA. 200 EL -0.60 300 400 STONE MASONRY COMPACTED SAND EL. +1.00 50 DRAINAGE TYPE D 1200 300 150 100 100 350 DRAINAGE TYPE B BRC SECURITY FENCE EL. -0.35 (ROAD) 150 150 500 100 500 100 600VARIANT 500 500 EL. +1.50 EL. +2.40 EL. +2.00 EL. -0.35 (ACCES ROAD) 6000 600 150 6000 650 550 650 550 SECTION C-C Scale : 1:50 SECTION D-D Scale : 1:50 Issued - Checked - - Released - Std Checked originating From superseded Drawing superseded By Without sop Item List TITLE OF DRAWING Sop Item List of same no. Sop Item List of different no. Scale : 1 : 50 NAME OF PROJECT Size Language Sheet No. No. of Sheet A3 E 01 01 Revision B JA00294-SS101-EC-DS-027 ROAD SECTION AND DETAIL GIS 150 kV TJS SUBSTATION REVISIONS DATE NAME OWNER : CONTRACTOR : CONTRACT NO : DESCRIPTIONS NOTES : - ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE STATED LEVELS ARE IN METER - (/ (/ 2) (;,67,1* 52$' 72 $&&(6 52$' 1 : 25 EL. -0.40 EL. -0.35 (TOP OF GRAVEL) EL. +1.00 EL. +1.00 600 800 100 150 150 500 100 500 100 600VARIANT 500 500 TJS AREA PLN AREA 600 500 EL. +2.40 EL. +1.50 EL. +2.00 1000 Contractor Drawing No. TJS Drawing No. EL. -0.10 EL. -0.40 EL. -0.35 (ROAD) 2000 4000 EL. -0.35 (ROAD) 2000 4000 DETAIL A Scale : 1:25 200 75 450 350 20 50 DILATATION T=3-5 MM LEAN CONCRETE SUB BASE TYPE II T=450 MM EL. -0.35 EL. -0.55 EL. -1.075 SUB BASE TYPE II LEAN CONCRETE THICK 75 CONCRETE GRADE THICK 200 SUB BASE TYPE II LEAN CONCRETE THICK 75 CONCRETE GRADE THICK 200 SUB BASE TYPE II LEAN CONCRETE THICK 75 CONCRETE GRADE THICK 200 CONCRETE GRADE THICK 200 A A 22-07-2013 S CORRECTION OF SKM DOWEL D 13MM B 30-07-2013 S THICKNESS OF CONCRETE PAVEMENT ACCESS ROAD

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Page 1: SD-027 Road Section And Detail GIS 150kV TJS Substation.pdf

300

150100 100350

800

100

150

150

SUB BASE TYPE II

LEAN CONCRETE THICK 75

OPENING AT CURB FOR DRAINAGE

CONCRETE GRADE THICK 200

DRAINAGE TYPE B

EVERY 4000 C/C

BRC SECURITY FENCE

EL. -0.35

(TOP OF GRAVEL)

1800

150

SECTION A-AScale : 1:50

DRAINAGE TYPE B

300

100 100350

200

900

500

500

300

1300

BRC SECURITY FENCE

BRICK WALL

EL. -0.35

(TOP OF GRAVEL)

EL. +2.40

EL. +1.50

EL. +2.00

400

Scale : 1:50

SECTION B-B

300

1750

CONCRETE PIPE 1/2 DIA. 200

EL -0.60

300

400

STONE MASONRY

COMPACTED SAND

EL. +1.00

50

DRAINAGE TYPE D

1200

300

150100100 350

DRAINAGE TYPE B

BRC SECURITY FENCE

EL. -0.35 (ROAD)

150 150

500 100 500 100

600V

ARIA

NT

500

500

EL. +1.50

EL. +2.40

EL. +2.00

EL. -0.35 (ACCES ROAD)

6000

600

1506000

650550 650550

SECTION C-CScale : 1:50

SECTION D-DScale : 1:50

Issued - Checked - - Released -Std Checked

originatingFrom

supersededDrawing

supersededBy

Without sop Item List

TITLE OF DRAWING Sop Item List of same no.

Sop Item List of different no.

Scale :

1 : 50

NAME OF PROJECT

Size Language Sheet No. No. of Sheet

A3 E 01 01Revision

B JA00294-SS101-EC-DS-027

ROAD SECTION AND DETAIL

GIS 150 kV TJS SUBSTATION

REVISIONS DATE NAME

OWNER :

CONTRACTOR :

CONTRACT NO :

DESCRIPTIONS

NOTES :

- ALL DIMENSION ARE IN MILLIMETERS UNLESS OTHERWISE STATED LEVELS ARE IN METER- EL. ±0.00 = EL. OF EXISTING ROAD TO ACCES ROAD

1 : 25

EL. -0.40

EL. -0.35

(TOP OF GRAVEL)

EL. +1.00

EL. +1.00

600

800

100

150

150

500 100 500 100

600V

ARIA

NT

500

500

TJS AREAPLN AREA

600

500

EL. +2.40

EL. +1.50

EL. +2.00

1000

Contractor Drawing No.

TJS Drawing No.

EL. -0.10

EL. -0.40

EL. -0.35 (ROAD)

20004000

EL. -0.35 (ROAD)

20004000

DETAIL AScale : 1:25

200

7545

0

350

20

50

DILATATION T=3-5 MM

LEAN CONCRETE

SUB BASE TYPE II

T=450 MM

EL. -0.35

EL. -0.55

EL. -1.075

SUB BASE TYPE II

LEAN CONCRETE THICK 75

CONCRETE GRADE THICK 200

SUB BASE TYPE II

LEAN CONCRETE THICK 75

CONCRETE GRADE THICK 200

SUB BASE TYPE II

LEAN CONCRETE THICK 75

CONCRETE GRADE THICK 200

CONCRETE GRADE THICK 200

A

A 22-07-2013 S CORRECTION OF SKM

DOWEL D 13MM

B 30-07-2013 S THICKNESS OF CONCRETE PAVEMENT ACCESS ROAD