Asok Fence Final Draft

PROPOSED NEW BOUNDARYFENCE FOR MR. ASHOK PRASAD

SUVA, FIJI

S C H E D U L E O F D R A W I N G SSHEET NUMBER SHEET TITLE

LOCALITY PLAN

FENCE PLAN

A01

A02

A03

Engineering& ArchitecturalConsultants

Unit 10 Tongilava Plaza, Taufa'ahau Rd., FangaNuku'alofa, Tonga. Ph/Fax (676) 28807 / 28412

ELEVATIONS

ELEVATIONS

ELEVATIONS

ELEVATIONS

FOUNDATION PLAN

FOOTING DETAILS

COLUMN & RETAINING WALL DETAILS

A04

A05

A06

S01

S02

S03

STRUCTURAL NOTES

S04

GATE DETAILS

TYP. WALL DETAILSS05

S06

CONSTRUCTION DETAILSS07

NASESE

Ratu Sukuna Rd

Vuy

a R

d

University of theSouth Pacific

Fera Stadio

Suva

Queen Elizabeth Rd

Fiji Museum

Queen E

lizabeth

Rd

Ratu

Suk

una

Rd

Dom

ain Rd

Cakubau Road

SuvaCity Center

Knollys St

Bau St Laucala Bay Rd

Scot

t St

Am

y St

MUANIVATUSQUATTERSETTLEMENT

Gra

ntha

m R

d

Rew

a Rd

Milverton R

d

Fletc

her

Rd Kaun

itoni

St

Gra

ntha

m R

d

NABUA SQUATTERS COMMUNITY

Brown St

Waim

anu RdEdinburgh RdFo

ster R

d

Gay Rd

Ono

St

Jerusa

lem Rd

King

s Rd

Mead Rd

P

LOT53DP

23201105m²

RATU MARA ROAD

(Variable Width)

SHA

LIM

AR

STR

EET

(8.0

5 W

ide)

174°

46'5

0"

7.55

6.30

A2.

0 6A

55°38'10"

3

3.68

291° 44' 20" (56.84)

32.59

10.00

14.25

26.53

132° 23' 30" (36.53)

10.00

15

17.5

20

22.5

25

27.5

30

30

IL:15.68

29.70

29.74

30.81

29.7630.85

30.87

26.82

26.73

16.23

15.87

14.54

14.17

30.51

30.18

30.59

27.11

26.87

27.0926.88

26.97

26.72

26.5326.53

26.63

29.99

28.11

mango 0.6x20

utomango 0.4x5

tree

uto

uto

1448

LOT7

DP2319

Exist. 2-StoreyConcrete Bldg

SepticTankto

Suva City

to Na

bua

LampPost

Gully PitLL:15.23

Build

ing

Line

Res

trict

ion

(6.1

Wid

e)

Concrete

Footp

ath

Stormwater ChamberLL:15.87IL:14.51

ConcreteDish Drain

WaterMeter

Gate

steps

200MM CMU BOUNDARY FENCE

200MM CMU BOUNDARY FENCE

Concrete Driveway

road

center

line

RL : 14.96

road

ce

nter

l ine

to Raiwasa Road

edge

of

seal

edge

of

seal

SS3681 (SO4346)E:1968585.63N:3875685.56

LOT1

DP2319

LOT52DP

2320

LOT48DP

2320

LOT46DP

2320

LOT47D

P2320

TOP

OF

CLIFF

PowerPole

ProposedExtension

PROJECT SITE

Engineering &Architectural Consultants

TITLE

DRAWN BYCHECKED BYDATEDRAWING STATUSPROJECT NUMBER

DRAWING NUMBER

PROJECT

LOCATION

CLIENT

IMPORTANT: Do not scale off this drawing. All dimensions should be checked on site prior to construction.

Level 4 Gurbachan Singh Building,Lot 14 Raojibhai Patel Street, Suva, Fiji Islands.Ph: +(679) 3100299 Mob: +(679) 7661521

LOT 53 DP 2330, Suva, Fiji.

LOCALITY PLANPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

A01Mr. ASHOK PRASAD

TTAHS08/17/15DRAFTITS 15-02D

SCALE 1 : 500

LOCALITY PLAN1

SCALE 1 : 500

SITE PLAN2

ID AMMENDMENTS DATE

56°

103°

63°

3440

3000

3000

3000

3000

3000

3000

3000

3000

3000

3243

33683

3000

3000

3000

3000

3000

3000

3947

3946

5000

5000

5000

5000

5000

5000

56828

WALL 5

WALL 4

WALL 2

36520

3000

3000

3000

3359

3358

5000

5000

5000

5687

WALL 6

WALL 5

WALL 4

WALL 3

WALL 1

11981

C1

C1

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C3

C3

C3

C3

C3

C3C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

TOP

OF

CLIFF

CONCRETE DRIVEWAY

3000

137°

GARDEN

200mm CMURETAINING WALL

GARDEN

4S04

2S04

1S04

4S04

2S04

MAIN GATE

707

9001

500

2864

700406

4


WALL 7


C2

38273827

3827

1S05

2S05


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




FENCE PLANPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

A02Mr. ASHOK PRASAD


SCALE 1 : 200

FENCE PLAN1

LEGEND:

C 1 = GATE COLUMN 1

C 2 = 200MM CMU COLUMN 2

C 3 = STIFFENER COLUMN 3

ID AMMENDMENTS DATE

2000

2480

1000

300

300

ELEV. 32.59

ELEV. 30.59

ELEV. 28.11

6080

N.G.L

WF 1

200mm CMURETAINING

WALL

200mm CMUCOLUMN

20x20x2mm SHS GALV.PIPE@ 120 crs. MAX


40x40x3mm SHSGALV. PIPE FRAME

3827 3827CONCRETE

ARCHITRAVES CONCRETEARCHITRAVES

CONCRETEARCHITRAVES

SHEAR KEY (SEE DETAILS) 50Ø PVC WHEEPHOLESSPACED @ 1000 STAGGERED

600

600

600

1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000

500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500 500

ELEV. 32.59

ELEV. 30.59

ELEV. 29.70

ELEV. 29.25

ELEV. 28.98

ELEV. 28.63

ELEV. 28.11

ELEV. 27.60

ELEV. 27.11

CONCRETEARCHITRAVES200mm CMU

COLUMN

WF 1


WF 1

200mm CMUCOLUMN

2400

600

4483

1000



WF 2

5000

NATURAL GROUNDLEVEL (N.G.L)

CONCRETE ARCHITRAVES

50 PVC WHEEPHOLESSPACED @ 1000 STAGGERED

1000 1000 500

600

600

600

3200 1800

SHEAR KEY (SEE DETAILS)


300

1300

4480

4480

1600

800x400mmCONCRETEPILLAR (C1)

N.G.L

PF 1PF 1

STEEL GATE(SEE DET.)

800x400mmCONCRETE PILLAR

(C1)

995

3129

100

1S06ELEV. 30.59

ELEV. 28.11


GATE LAMP

38003000

2000

CONCRETEARCHITRAVES

CONCRETEARCHITRAVES

WF 1


600

600

600

500 500

50Ø PVCWHEEPHOLED

SPACED @ 1000STAGGERED


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




ELEVATIONSPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

A03Mr. ASHOK PRASAD


SCALE 1 : 75

WALL 1 ELEV.1

SCALE 1 : 75

WALL 2 ELEV.2

SCALE 1 : 75

MAIN GATE ELEV.3

ID AMMENDMENTS DATE

ELEV. 32.59

ELEV. 30.59

2000

850

1400

600

600

250

N.G.L

WF 2

200mmCMU WALL

CONCRETEARCHITRAVES 20x20x2mm SHS GALV.

PIPE@ 120 crs. MAX

200mm CMUCOLUMN

200mm CMUCOLUMN 20x20x2mm SHS GALV.

PIPE@ 120 crs. MAX


WF 2

5000

CONCRETEARCHITRAVES

ELEV. 32.81ELEV. 32.59

ELEV. 30.81

ELEV. 29.99

ELEV. 29.76

ELEV. 29.25

ELEV. 28.98

ELEV. 28.63

ELEV. 27.60

ELEV. 27.11

CONCRETEARCHITRAVES

200mm CMUCOLUMN

WF 2

WF 2

200mm CMUWALL FENCE

PF 1



CONCRETEARCHITRAVES

800x400mm CONCRETECOLUMN (C1)


250

600

1000

300

5687

850

5780

250

1876

300

664

964

2126

300

GATE LAMP


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




ELEVATIONPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

A04Mr. ASHOK PRASAD


SCALE 1 : 50

WALL 4 ELEV.1

SCALE 1 : 50

WALL 3 ELEV.2

ID AMMENDMENTS DATE

NATURAL GROUND LEVEL OF BUILDING

ELEV. 30.00

ELEV. 27.50

ELEV. 25.00

ELEV. 22.50

ELEV. 20.00

ELEV. 17.50

ELEV. 15.00

SF 1WF 2

SF 1

C3

200mm CMUWALL FENCE

NATURALGROUND LEVEL

800

200

300

700

1000

1400

2000

1052

1087

1063

1190

1688

1185

1780

1206

1593

1169

1614

1000

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

SF 1

SF 1

SF 1

SF 1

SF 1

SF 1

C3

C3

C3

C3

C3

C3 C3

200mm CMUWALL FENCE

200mm CMUWALL FENCE

200mm CMUWALL FENCE

200mm CMUWALL FENCE

200mm CMUWALL FENCE

200mm CMUWALL FENCE

1400

3000

1400

3000

1400

3000

1400

3000 1400

3000

1400

2000

552

500

563

500

1187

500

1280

500

1093

500

1114

500

3000


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT





A05Mr. ASHOK PRASAD


SCALE 1 : 100

WALL 5 ELEV.2

ID AMMENDMENTS DATE

ELEV. 18.00

ELEV. 15.0030

0080

020

0

3000

300

250

250

200mm CMUWALL FENCE C 3

WF 2

SF 1

N.G.L

WF 2

N.G.L

SF 1 SF 1 SF 1

WF 2 WF 2 WF 2

C 3 C 3 C 3200mm CMUWALL FENCE

200mm CMUWALL FENCE

200mm CMUWALL FENCE 200mm CMU

WALL FENCE

ELEV. 30.59

ELEV. 29.70

ELEV. 29.25

ELEV. 28.98

ELEV. 28.63

ELEV. 28.11

2000

3780

1000

2480

2966

300

214

300

PF 1

800x400mmCONCRETE

COLUMN

WF 1 WF 1


50Ø PVC WHEEPHOLESSPACED @ 1000 STAGGERED


700

SHEAR KEY(SEE DETAILS)

GATE LAMP

600

600

600

500 1000 1000 1000 1000 1000 1000 1000


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT





A06Mr. ASHOK PRASAD


SCALE 1 : 50

WALL 6 ELEV.1

SCALE 1 : 50

WALL 7 ELEV.2

ID AMMENDMENTS DATE

CONSTRUCTION NOTES

1. ALL CONSTRUCTION SHALL COMFORM TO:

1.1 SPECIFICATION 1.2 CONDITIONS OF THE CONTRACT 1.3 AS PROVISIONS

2. THE SETTING OUT AND ELEVATION OF THE STRUCTURE SHALL BEAPPROVED BY THE CONTRACT MANAGER PRIOR TO THE START OF ANYCONSTRUCTION WORK

3. THE CONTRACTOR SHALL VERIFY THE BOUNDARIES OF THE STRUCTURE.HE SHALL PROVIDE AREAS THAT REQUIRES HIS OWN USE. IT IS THEINTENTION OF THE PLANS TO UNDISTURBED EVERYTHING ON THEUNFINISHED WORK. ALL DISTURBED AREAS BY CONSTRUCTION SHALL BERESTORED TO ITS ORIGINAL CONDITION AS DIRECTED BY THE CONTRACT MANAGER

4. ALL EXISTING STRUCTURE AND OBSTRUCTION WHICH WILL INTERFERETHE WORK SHALL BE COMPLETELY REMOVED AND DISPOSED OFFFROM THE SITE.

5. ALL SALVAGEABLE MATERIALS SHALL BE PROPERLY AND CAREFULLYDISMANTLED AND DEPOSITED ON A CONVENIENT SITE AS INSTRUCTEDBY THE CONTRACT MANAGER.

GENERAL

1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHERCONSULTANTS' DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BEISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCIES SHALL BE REFERRED TO THECONTRACT MANAGER BEFORE PROCEEDING WITH THE WORK.

2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT AND CURRENTA.S. CODES AND WITH THE BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDING AUTHORITIES EXCEPTWHERE VARIED BY THE PROJECT SPECIFICATION.

3. SETTING-OUT DIMENSIONS AND SIZES OF STRUCTURAL MEMBERS SHALL NOT BE OBTAINED BY SCALINGTHE STRUCTURAL DRAWINGS. ANY SETTING-OUT DIMENSIONS SHOWN IN THE STRUCTURAL DRAWINGSSHALL BE CHECKED BY THE CONTRACTOR BEFORE CONSTRUCTION COMMENCES. ANY DISCREPANCIES INTHE DOCUMENTS MUST BE RESOLVED BEFORE ORDERING OR PLACING ANY MATERIALS.

4. DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A SAFE AND STABLE CONDITIONAND NO PART SHALL BE OVERSTRESSED. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTORAS REQUIRED TO KEEP THE WORKS AND EXCAVATIONS STABLE AT ALL TIMES.

5. UNLESS NOTED OTHERWISE ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN MILLIMETRES.

FORMWORK

1. THE DESIGN CERTIFICATION, CONSTRUCTION AND PERFORMANCE OF THE FORMWORK AND FALSEWORK IS THE RESPONSIBILITY OF THE CONTRACTOR.

2. DESIGN AND CONSTRUCTION AND STRIPPING TIMES TO COMPLY WITH AS 3610 AND AS 3600 UNLESSOTHERWISE APPROVED BY THE CONTRACT MANAGER.

3. FOR FINISH TO FORMED CONCRETE SURFACES REFER TO SPECIFICATION.

FOUNDATIONS

1. THE LEVELS SHOWN ON THE DRAWINGS ARE FOR PRICING PURPOSES ONLY.

2. ACTUAL FOOTINGS SHALL BE BASED ON A MATERIAL HAVING A SAFE BEARING CAPACITY AS LISTED INTHE TABLE BELOW UNLESS OTHERWISE NOTED, AND SHALL BE INSPECTED BY THE CONTRACT MANAGERBEFORE CONCRETE IS PLACED.

3. SAFE BEARING CAPACITIES: STRIP FOOTINGS 100 kPa PAD FOOTINGS 100 kPa

4. BACKFILL OVER FOOTINGS SHALL BE APPROVED GRANULAR MATERIAL COMPACTED IN LAYERS OF 150mm MAXIMUM TO AT LEAST 90% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH AS 1289.PROJECT CONTROL TESTING SHALL BE CARRIED OUT IN ACCORDANCE WITH AS 3600.

5. NO ADMIXTURES SHALL BE USED IN CONCRETE UNLESS APPROVED IN WRITING.

6. MINIMUM CLEAR COVER TO REINFORCEMENT TO BE 50mm MIN TO TIES IN EXPOSED EXTERNALFACES OF BEAMS AND COLUMNS.

7. ALL REINFORCEMENT SHALL BE FIRMLY SUPPORTED ON PLASTIC CHAIRS AT NOT GREATER THAN 1METRE CENTRES BOTH WAYS, BARS SHALL BE TIED AT ALTERNATE INTERSECTIONS.

8. CONCRETE DIMENSIONS SHOWN DO NOT INCLUDE THICKNESSES OF APPLIED FINISHES.

9. NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE STRUCTURALDRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR WRITTEN APPROVAL OF THECONTRACT MANAGER.

ELEMENT SLUMP MAX SIZE AGG CONCRETE GRADE(MPa)

30

17

30

20

10

20

80

200

100

ALL (U.N.O)

BLOCK FILL

COLUMNS

CONCRETE1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHAS2870 & AS3600 AND THE CONCRETE SPECIFICATION.2. CONCRETE QUALITY.

REINFORCED BLOCKWORK

1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS 3700

2. ALL BLOCKS SHALL BE STRENGTH GRADE 10 MPa.

3. ALL MORTAR SHALL CONSIST OF PORTLAND CEMENT, HYDRATED LIME AND SAND IN THEPROPORTIONS OF 1:0.25:3 BY VOLUME RESPECTIVELY.

4. CHASES AND HOLES SHALL NOT BE MADE IN BLOCKWORK WITHOUT THE APPROVAL OF THECONTRACT MANAGER.

5. JOINT THICKNESS SHALL BE MINIMUM 6 mm AND MAXIMUM 12 mm. FACE SHELLS ANDPERPENDS SHALL BE FULLY BEDDED IN MORTAR.

6. ALL CORES ARE TO BE FILLED WITH 20 MPa CONCRETE (10 mm AGGREGATE SIZE, MAXIMUMSLUMP 200).

7. PROVIDE CLEAN OUT HOLES AT BOTTOM OF ALL FILLED CORES.

8. PROVIDE 65 mm COVER FROM THE OUTSIDE OF THE BLOCKWORK TO ALLOW ADEQUATEGROUT COVER TO REINFORCEMENT.

9. PROVIDE VERTICAL JOINTS IN BLOCKWORK AT MAX 10 METRE CENTRES UNLESS NOTEDOTHERWISE (UNO).

10. BLOCKWORK SHALL COMPLY WITH AS 3700

11. ALL GROUT SHALL BE S17/10

STRUCTURAL NOTES

10. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED TO THE APPROVAL OF THECONTRACT MANAGER.

11. THE FINISHED CONCRETE SHALL BE A DENSE HOMOGENEOUS MASS, COMPLETELY FILLINGTHE FORMWORK THOROUGHLY EMBEDDING THE REINFORCEMENT AND FREE OF STONE POCKETS.ALL CONCRETE SHALL BE COMPACTED WITH MECHANICAL VIBRATORS.

12. CURING OF ALL CONCRETE SHALL BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WETFOR A PERIOD OF 3 DAYS, AND PREVENTION OF LOSS OF MOISTURE FOR A TOTAL OF 7 DAYSFOLLOWED BY A GRADUAL DRYING OUT. APPROVED SPRAYED ON CURING COMPOUNDS MAYBE USED WHERE NO FLOOR FINISHES ARE PROPOSED. POLYTHENE SHEETING OR WET HESSIAN MAYBE USED IF PROTECTED FROM WIND AND TRAFFIC.

13. THE CONTRACT MANAGER SHALL BE GIVEN A MINIMUM OF 24 HOURS NOTICE FORREINFORCEMENT INSPECTION AND CONCRETE SHALL NOT BE DELIVERED UNTIL FINALAPPROVAL IS OBTAINED.

15. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUEPROJECTION.

16. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN POSITION SHOWN OR OTHERWISEAPPROVED IN WRITING BY THE CONTRACT MANAGER.

17. WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED UNLESS SHOWN ON THESTRUCTURAL DRAWINGS OR APPROVED BY THE CONTRACT MANAGER.

18. JOGGLES TO BARS SHALL BE 1 BAR DIAMETER OVER A LENGTH OF 12 BAR DIAMETERS UNLESSNOTED OTHERWISE.

19. CONCRETE BELOW GROUND IN WALLS, BEAMS, OR PEDESTALS SHALL BE PLACED INTOPROPERLY CONSTRUCTED FORMS. IF APPROVED BY THE CONTRACT MANAGER, CONCRETE MAYBE PLACED AGAINST AN EARTH FACE BUT THE CONCRETE DIMENSIONS SHOWN ON THE DRAWINGSSHALL BE INCREASED TO PROVIDE 20mm ADDITIONAL COVER TO THE REINFORCEMENT ADJACENTTHE EARTH FACE.

20. A BOND BREAKING MATERIAL SHALL BE PLACED BETWEEN CONTACTING SURFACES ATCONTRACTION JOINTS. REINFORCEMENT SHALL NOT BE CONTINUOUS THROUGHCONTRACTION JOINTS.

252080FOOTINGS

21. LAP LENGTHS FOR STARTER BARS IS TO BE 600mm.

14. REINFORCEMENT SYMBOLS: 3-D12 D12-250 3 (NUMBER OF BARS IN GROUP) D (BAR GRADE AND TYPE) D (BAR GRADE AND TYPE) 12 ( NOMINAL BAR SIZE IN MM) 12 (NOMINAL BAR SIZE IN MM) 250 (SPACING IN MM)


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




STRUCTURAL NOTESPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

S01Mr. ASHOK PRASAD


ID AMMENDMENTS DATE

3432

3000

3000

3000

3000

3000

3000

3000

3000

3000

3002

3000

3000

3000

3000

3000

3000

3947

29446

5312

3000

3000

3000

3359

18858

4796

SF1SF1

SF1

SF1

TOP

OF

CLIFF

PF1

PF1

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

SF1

WF 2WF 2

WF 2WF 2

WF 2WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 2

WF 1

WF 1

WF 1

WF 2

WF 2

WF 2

12234

8325

85036013

33434

56705

3S04

1S03

3S04

6S03

6S03

6S03

6S03

2S03

WF 1

103°

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

SF1

56°

9026

1800

1800

2391

63°

137°


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




FOUNDATION PLANPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

S02Mr. ASHOK PRASAD


SCALE 1 : 200

FOUNDATION PLAN1

LEGEND:

PF 1 = GATE COLUMN PAD FOOTING

SF 1 = STIFFENER COLUMN FOOTING

WF 1 = WALL FOOTING 1

WF 2 = WALL FOOTING 2

ID AMMENDMENTS DATE

1600

1600

75 325 800 325 75

7552

540

052

575

12-D16 BOTHWAYS

1600x1600x300mm RCPAD FOOTING (PF1)

800x400mm RCCOLUMN (C1)

10-D16VERTICAL BARS

D10 STIRRUPS@ 200 crs.

3S03

900

75 225 300 225 75

900

7527

520

027

575

6-D12 BOTHWAYS



4-D12VERTICAL BARS


4S03

D10 @

100 c

rs.

1625

93 1439 93

1000

MM H

EIGHT

300

800

40 720 40

N.G.L

12-D16 BOTHWAYS



D16 VERTICALBARS


D10 @

100 c

rs.

93 714 93

900

VARIE

S20

0

40 220 40

300

N.G.L

6-D12 BOTHWAYS



D12 VERTICALBARS


91 218 91

400

175

75

250

3-D12 LONGITUDINALBARS @ 125mm crs.

D12 TRANSVERSEBAR @ 350mm crs.

N.G.L

D10 HORIZONTAL BARS@ 400mm crs. MAX.

D10 VERTICAL BARS @300mm crs. MAX.

200 CMU WALLFULLY GROUTED

3-D12 LONGITUDINALBARS @ 125mm crs.

D12 TRANSVERSEBAR @ 350mm crs.

91 218 91

400

175

75

750

250

1000

5S03


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




FOOTING DETAILSPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

S03Mr. ASHOK PRASAD


SCALE 1 : 201 S02PF 1 PLAN1

SCALE 1 : 201 S02SF 1 PLAN2

SCALE 1 : 201 S03PF 1 SECTION3

SCALE 1 : 202 S03SF 1 SECTION4

SCALE 1 : 106 S03WF 2 DET.5

SCALE 1 : 101 S02TYP. WALL 3,4,5,6 SECTION DET.6

ID AMMENDMENTS DATE


10-D16VERTICAL BARS


56 688 56

800

400

5628

856

1000

190

200mm CMUFULLY GROUTEDCOLUMN

D12 HORIZONTALBAR @ 400 crs.

D12 VERTICAL BAR

100 200 100200200200

D10 STIRRUPS @ 300 crs.


4-D12VERTICAL BARS

200

300

57 186 57

5884

58

200

VARIE

S13

00

300

600

1500300

1800

350

ELEV. 30.59

ELEV. 28.11

300

200

WF 1

EXISTING NATURALGROUND LEVEL

200mm CMUWALL FENCE

D12 VERTICAL BARS@ 300 crs MAX.

D12 HORIZONTALBAR @ 200 crs MAX.

NATURAL GROUND LEVEL OF BUILDING

INFILL MATERIALS

GEOFABRICSEPARATION

LAYER

100mm CRUSHEDROCK DRAINAGE

FILL MATERIALS

D16 @ 275 crs.

D16 @ 300 crs.

D16 HORIZONTAL BARD16 @ 275 crs.

D16 @ 300 crs.

INFILL MATERIALS

300

4-D12 TIES WITH R10STIRRUPS @ 300 crs.

600

600

600

50Ø PVC WHEEPHOLESSPACED @ 1000STAGGERED

3S07

3S05

SHEAR KEY DETAIL


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




COLUMN & RETAINING DETAILSPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

S04Mr. ASHOK PRASAD


SCALE 1 : 101 A02C1 PLAN1

SCALE 1 : 101 A02C2 PLAN (TYP.)2

SCALE 1 : 101 A02C3 PLAN4

SCALE 1 : 201 S02TYP. WALL 1,2,7 RETAINING WALL DETAILS (WF 1)3

ID AMMENDMENTS DATE

200mm CMU FULLYGROUTED COLUMN

D12 HORIZONTALBAR (SEE DET.)

12mm THK. EXPANSIONJOINT WITH MASTIC FILLEROR EQUIVALENT

400M

M LA

P

D12 VERTICALBAR (SEE DET.)

200mm CMU FULLYGROUTED COLUMN

D12 VERTICALBAR (SEE DET.)

D12 HORIZONTALBAR (SEE DET.)

200mm CMUFULLY GROUTEDCOLUMN

D12 HORIZONTALBAR @ 400 crs.

D12 VERTICALBAR

400MM LAP

DOWEL BAR TOMATCH CMU BLOCK

REINFORCEMENT

RC COLUMNOR WALL

12mm THK. EXPANSIONJOINT WITH MASTIC FILLEROR EQUIVALENT

ELEV. 30.59NATURAL GROUNDLEVEL OF BUILDING

300

4-D12 TIES WITH R10STIRRUPS @ 300 crs.

200mm CMU WALL


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




TYP. WALL DETAILSPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

S05Mr. ASHOK PRASAD


SCALE 1 : 101 A02CORNER WALL DET.1

SCALE 1 : 101 A02INTERSECTION COLUMN OR WALL2

SCALE 1 : 103 S04BOND BEAM DETAILS3

ID AMMENDMENTS DATE

100

892

857

857

523

371

3500

1425

50Øx5mmCHS GALV.PIPE

20Øx2mm CHSGALV. PIPE

1425

2859

3600

50Øx5mm CHSHORIZONTALGALV. PIPE

3289

N.G.L

100800x400mm GATE PILLAR

50Øx5mmCHS GALV.

PIPE

20Øx2mmCHS GALV.

PIPE

50Øx5mm CHSHORIZONTAL

GALV. PIPE

SPECIAL MADE GATE HINGES: M24ØGALV. BOLT CAST IN CONC. POST ASSHOWN SLOTTED INTO 25Øx100mmLONG GALV. PIPE WELDED TO GATEWITH 10mm FMG PLATE SPACER

2S07

500

1250

1100

282

1100

1250

498

100


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




GATE DETAILSPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

S06Mr. ASHOK PRASAD


SCALE 1 : 20

GATE ELEV.2

SCALE 1 : 203 A03TYP. GATE HINGE DETAIL1

ID AMMENDMENTS DATE

116 VARIES 116

300 VARIES 300

160

632

120

5030

0

205

912

1117

300 116 VARIES 116 300

416 VARIES

160

632

120

5030

0

205

912

1117

200mmCMU FENCE

40x40x3mm SHS STEEL PIPE(300mm EMBED INTO CMU

COLUMN)

40x40x3mm SHSSTEEL PIPE FRAME

20x20x2mm SHS STEELPIPE FILLET WELD TO STEEL

FRAME @ 120 crs MAX.

40x40x3mm SHSSTEEL PIPE FRAME

200mm CMUCOLUMN

40x40x3mm SHS STEEL PIPE(300mm EMBED INTO CMUCOLUMN)

200mm CMUCOLUMN

50Øx5mm GALV.PIPE GATE FRAMING

70x100x10mm F.M.SSPACER PLATE

25Øx100mm LONG GALV.PIPE WELDED TO PLATE

M24 GALV. BOLTCAST INPOST AND BEND 90° UP

120mm LONG

800x400mmGATE PILLAR

6mm THKFILLET WELD

200mmCMU WALL

50Ø PVC PIPEWHEEPHOLES SPACED

@ 1000 STAGGERED

BURLAP BAGWITH GRAVEL


TITLE


DRAWING NUMBER

PROJECT

LOCATION

CLIENT




CONSTRUCTION DETAILSPROPOSED NEW BOUNDARY FENCEFOR MR. ASHOK PRASAD

S07Mr. ASHOK PRASAD


SCALE 1 : 20

TYP. FENCE RAILING DETAIL1

SCALE 1 : 751 S06TYP. GATE HINGE2

SCALE 1 : 103 S04WHEEPHOLES DET.3

ID AMMENDMENTS DATE

Asok Fence Final Draft

Documents

Transcript of Asok Fence Final Draft