Volume 6 – Geotechnical Manual, Site Investigation and Engineering ...

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Chapter 4 REFERENCES ON GEOMATICS AND LAND SURVEY SERVICES TIDAL REFERENCE FOR PULAU SIBU 31.847 m (BM S1150) Above L.S.D 00m (L.S.D)/(M.S.L) 32.547m (BM S1150) Above Chart Datum 1.700m NAUTICAL OR ADMIRALTY CHART DATUM -1.700m (Chart Datum) 00 (Chart Datum) Chart Datum is 1.700M below Land Survey Datum (L.S.D) at Survey Department Bench Mark (BM S1150) Figure 4.1 Survey Datum 4.5 LEVELING BENCH MARKS (BM) OR MONUMENTATION (JADUAL 2001 ITEM 1.7) A Bench Mark is a relatively permanent object natural or artificial, bearing a marked point normally a brass bolt set in concrete with a bench mark number inscribed. The elevation or the height of the point above or below the Land Survey Datum (LSD) or National Geodetic Vertical Datum (NGVD) has to be purchased from Geodesy Section, Department of Survey and Mapping. Establishment of subsidiary marks or monuments related to the Department of Survey and Mapping Bench Marks by conducting Height Control and Connection Surveys are known as:- a. Temporary Bench Marks (TBM) • Plan of a TBM marker on Normal surface is shown in Appendix 4A-6. • Plan of a TBM marker on hard surface is shown in Appendix 4A-7. b. Intersection Point Marks (IP) c. Reference Marks (RM) March 2009 4-3
Chapter 4 REFERENCES ON GEOMATICS AND LAND SURVEY SERVICES 4.6 TOPOGRAPHICAL SURVEY (JADUAL 2001 ITEM 2.10 AND ITEM 7.9) Topographic Surveys often known as Engineering Surveys are conducted to establish horizontal (x, y) and/or vertical (h or z) positions of points of all natural and manmade features to produce a geographical details and contour map over a large area. Topographic maps supply a general image of the earth’s surface namely roads, rivers, buildings, often the nature of the vegetation, the contour together with spot levels and names of various surveyed objects. The main supplier of topographic map is the Department of Survey and Mapping Malaysia 4.7 GRID SURVEY (JADUAL 2001 ITEM 7.9.2 AND ITEM 2.2 IN KEMENTERIAN KEWANGAN KHAZANAH MALAYSIA LETTER REFERENCE (K&B)(8.09)735/3/1 JD.3(13) DATED 13 TH JANUARY 1984). This survey is special to projects where the difference in spot levels is very important and critical. It is specified for survey of aircraft runway construction or other flat surface. This type of survey is not suitable for undulating or hilly area covered by overgrown vegetation. 4.8 SETTING-OUT SURVEY (JADUAL 2001 ITEM 8.10 AND 8.13). This survey, also known as construction setting out survey, is executed before construction works can start. The setting comprise x and y coordinates of the following:- a. Centre line of proposed route from IP to IP (Intersection Points) b. Right of Way (ROW) of the waterway, canal or drain reserve based on the approved precomputation plan. c. Intersection Points (IP) (Jadual 2001 Item 8.10) d. Pegging of positions of Piling Points based on pre-computation plan from engineering layout plan 4.9 SURVEY OF EXISTING WATERWAYS, CANALS AND DRAINS (JADUAL 2001 ITEM 8.11 AND 3.10.2) This survey covers the area within the banks or the designated or gazette reserve for the irrigation canal or waterway to show the alignment, longitudinal section and the cross-sections. It also includes the area within the specified Right of Way (ROW) shown on the approved pre-computation plan. When the reserve is not specified the outer limits of the alignment is within 50m from the banks of river or drain or canal. If the water depth of the waterways, drains and canal at the time of survey is more than 1 meter then Jadual 2001 item 8.11 specification (viii) and item 3.10.2 applies or alternatively Hydrographic Survey for Inland Water Bodies under Paragraphs 4.15 (Jadual 2001 Item 14 Part V) and 4.16 (Jadual 2001 Item 14.9.1 Part V) is applicable. If the width of the crosssections or the intervals is more or less than 50 metres then the fees shall be increased or decreased proportionately (specification (vii) Jadual 2001 item 8.11) 4.10 STRIP SURVEY TO MAP DETAILS AND SPOT LEVELS (JADUAL 2001 ITEM 4.9 AND 8.9) The strip comprises topographic details and spot levels survey of long narrow stretches of areas or corridors which are beyond the banks or overbanks and flood plains of a waterway or along the coast. 4-4 March 2009
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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DID MANUAL Volume 6 List of Volumes
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DID MANUAL Volume 6 Registration of
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DID MANUAL Volume 6 List of Symbols
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CHAPTER 1 GENERAL
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Chapter 1 GENERAL (This page is int
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Chapter 2 GEOTECHNICAL DESIGN PROCE
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CHAPTER 3 FUNDAMENTAL PRINCIPLES
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Chapter 4 SOIL SETTLEMENT Table of
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Chapter 4 SOIL SETTLEMENT 4 SOIL SE
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CHAPTER 5 BEARING CAPACITY THEORY
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Chapter 6 SLOPE STABILITY Table of
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Chapter 6 SLOPE STABILITY Table 6.1
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Chapter 6 SLOPE STABILITY Instabili
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Chapter 6 SLOPE STABILITY Table 6.4
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Chapter 6 SLOPE STABILITY A.2 PROBL
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CHAPTER 7 RETAINING WALL
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Chapter 7 RETAINING WALL List of Ta
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Chapter 7 RETAINING WALL Figure 7.8
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Chapter 7 RETAINING WALL 7.4.3 Late
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Chapter 7 RETAINING WALL Definition
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Chapter 7 RETAINING WALL 7.5.3 Bear
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Chapter 7 RETAINING WALL 7.6.2 Type
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Chapter 7 RETAINING WALL In general
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7.6.3.3 Design of Anchor - General
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Chapter 7 RETAINING WALL d) Design
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Chapter 7 RETAINING WALL REFERENCES
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Chapter 8 GROUND IMPROVEMENT Table
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CHAPTER 9 FOUNDATION ENGINEERING
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Chapter 10 SEEPAGE Table of Content
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Chapter 10 SEEPAGE 10 SEEPAGE 10.1
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DID MANUAL Volume 6 Acknowledgement
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DID MANUAL Volume 6 Table of Conten
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PART 2: SOIL INVESTIGATION
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Chapter 1 PLANNING AND SCOPE Table
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CHAPTER 5 GEOGRAPHIC INFORMATION SY
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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Chapter 6 CHECKLIST FOR TERRAIN FEA
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