(HS(D) 7819 ) PT 12199Land Area : 62939 M2 (6.2930 ha / 15.5525 acre)

SITE PLANQ

292 39'

SKALA 1 : 750

24' WIDE TARMAC ROAD

ENTRANCE-1

20' WIDE BACKLANE

20' WIDE BACKLANE50' WIDE TARMAC ROAD

24' WIDE TARMAC ROAD

TBM G1 (AL=17.056m)

Paku Atas Sump

2

3

5

2

3

2

3

5

2

4

2

3

5

2

5

23526

30

22

23531

2

3

5

3

4

23527

23513

23512

PutraHeights

TamanPuchongPermai

PUCHONG

Taman Puchong Perdana

BandarPuteri

TamanPuchong Prima Taman

Tasik Prima

TamanPuchongUtama

Saujana Puchong

Bandar Bukit Puchong

KotaPerdana

Taman DesaAyer Hitam

TamanPutra Prima

Taman Meranti Permai

Saujana Putra

KampungCheeding

Utara-Selatan Hubungan Tengah Hghway

Lebuhraya Utara-Selatan Hubungan Tengah

Taman Putra Perdana

Taman Aman Putra

CYBERJAYA PUTRAJAYA

Taman Lestari Perdana

Taman Pinggiran Putra

TamanUniversiti Indah

UPM SERDANG

Taman Wetland

Presint 11

Presint 10

Presint 1Presint 9

WPPUTRAJAYA

Presint 16

Presint 18Presint 3

Presint 4

Presint 5Presint 6

Taman Dengkil Jaya

DENGKIL

Palm Garden Golf Club

TAPAKCADANGAN

Universiti Multimedia Malaysia

Persi

aran

Bes

tari

Persi

aran

Bes

tari

Persiaran Multimedia

Jalan Fauna 1

Jalan SilikonLingk

aran

Silik

on

Persiaran Neutron

Persiaran Sepang

Persiaran Ceria

Lingkaran Cyber Point Timur

Persiaran Multimedia

Lingkaran Cyber Point Barat

Persiaran Ceria

TAPAKCADANGAN

PELAN LOKASIPELAN KUNCI

Majlis Perbandaran Sepang

SLOPING WALKWAY

SLOPING WALKWAY

SILTATION AND EROSION BY WAY OF SILT TRAPS, DITCHES ETC. TO THE APPROVAL OF THE S0.

8. THE FINISHED LEVEL OF THE PROPOSED ROADS AND PLATFORM LEVELS ARE SUCH THAT THEY WILL

10. NO ENROACHMENT INTO ADJACENT LOT WILL OCCUR.

LOCATION TO BE CONFIRMED BY SO PRIOR TO START WORK.

PERMIT CONNECTION OF ROADS TO ADJOINING EXISTING OR FUTURE ROADS.

9. NO PONDING WILL OCCUR AS A RESULT OF THE PROPOSED EARTHWORKS.

2. FILLED MATERIAL SHALL BE FREE FROM TREE STUMPS, ROOTS AND OTHER UNSUITABLE MATERIALS.

6. COMPACTION TEST SHALL FOLLOW SPECIFICATION OR AS APPROVED BY THE S.O.

TROUGH EXISTING WATER COURSES FOR EASE OF CONSTRUCTION AND TO CONTROL

7. CONTRACTOR MAY CONSTRUCT TEMPORARY EARTH DRAIN FOR DRAINING SWAMP LAND

IN DEPTH AND COMPACTED WITH MIN. 20 TONS ROLLER.

ON THE SUITABILITY OF EARTH MOVING EQUIPMENT TO BE USED.

5. WHERE CUT OR FILL ENCROACH INTO NEIGHBOURING LOTS, PERMISSION SHALL BE OBTAINED

4. FILLING OTHERS THAN ROCKS SHALL BE IN HORIZONTAL LAYERS OF NOT MORE THAN 225mm

3. CONTACTOR TO NOTE THE EXTEND OF SWAMPY LAND AND ASCERTAIN THE SITE CONDITION

OF UNSUITABLE MATERIAL) ACCORDING TO THE FORMATION LEVEL INDICATED.

1. THE CONTRACTOR SHALL CARRY OUT THE EARTHWORKS (INCLUSIVE OF REMOVAL

FROM THE OWNER.

EARTHWORK NOTES :