Wall

Retaining
on
Fence
Fence
on Retaining

Wall

Fence on Retaining Wall

SC1
Fence
on
Retaining

Wall

Fence on Retaining Wall

Fence
on Retaining

Wall
Fence SEA
on Retaining

Wall

Wall SEA
on Retaining
Fence

A
Fence
on Retaining
Wall

Pavilion
Fence
on Retaining
SEA
Wall

Hoarding
RTW

RTW

CD

Ramp
Fence
on Retaining
CD RTW
Wall

RTW

TOWER
RTW

FP CD CD

Grading
SEA

Hing
Mangrove Area

Ramp
PW CD FP

Wall

PW
CD CD PW
Wall
Retaining
on Retaining on
Fence Fence

CD

Mangrove Area Fence

on Retaining
PW
Wall

Sea Shore Line

PULAU UBIN

Fence
on Retaining
Wall

Fence on Retaining Wall PULAU UBIN

Ramp
PULAU UBIN

Swampy Area

PULAU UBIN
POND

400

MIN. 20mm THK.

SB2 PRE-PAINTED CORRUGATED METAL SHEET P1-PURLINS (COLORED WOOD) EXTG G.L NON SHRINK GROUT

100
7.00°

FASTENED TO JOISTS WITH APPROVED RIVETS CH 150x65x20x3.2 AT 600 c/c SUNGEI DURIAN PONDS
TO MANUFACTURER'S SPECIFICATIONS CL
RC SLAB
CHANGI

500
8 NOS M20 GRADE KEY PLAN

425
8.8 BOLTS 400 400
100x100x15mm THK. 50 150 150 50 50 150 150 50
FBBW NOTES:

75
WASHER PLATE (TYP.)

50 150 150 50

50 150 150 50
TB1 M20 GRADE 8.8 BOLTS M20 GRADE 8.8 BOLTS 1. ALL DIMENSIONS AND LEVELS ARE IN MILLIMETERS AND METERS
SB1 RESPECTIVELY UNLESS OTHERWISE INDICATED..

400

400
8 RC PILE 2. ALL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED .
5 8 400x400x10 THK. 400x400x10 THK.
3. STEEL LAYOUT, DETAILS, LEVELS, AND CURVATURE TO BE READ
MS PLATE MS PLATE
SC2 IN CONJUCTION WITH ARCHITECT'S DRAWINGS.
SC1 SC1 8mm FILLET WELD SC2 8mm FILLET WELD 4. ALL MISCL+M&E FIXING TO BE MOUNTED ON THE MAIN STEEL
ALL ROUND ALL ROUND FRAME. NO LOADING SHALL BE MOUNTED FROM THE PURLIN.
5. ALL STEEL MEMBERS TO BE GRADE S355 IN ACCORDANCE TO
SS EN1993. ALL STRUCTURAL STEELWORKS SHALL COMPLY
WITH BC1:2012 CLASS 1 MATERIAL.

DETAIL 1 DETAIL 2 DETAIL 3 SECTION A-A DETAIL 4 6. CONTRACTOR TO PROVIDE SPLICING DETAILS.
7. MAX ALLOWABLE DEFLECTION FOR THE STEEL MEMBER AT
SCALE 1:20 SCALE 1:20 SCALE 1:20 SCALE 1:20 SCALE 1:20 MID-SPAN IS CONTROLLED AT L/360
REF DWG NO. Z/E/60579645/CWD/PLN/9035 REF DWG NO. Z/E/60579645/CWD/PLN/9035 REF DWG NO. Z/E/60579645/CWD/PLN/9035 REF DWG NO. Z/E/60579645/CWD/PLN/9035
8. ALL COLUMNS SHALL BE IN FULL BEARING CONTACT, THE END OF
COLUMN SHALL BE COLD SAWN OR MACHINE CUT.
9. ALL WELDS TO BE 8MM FILLET WELD UNO.
10. ALL BOLTS TO BE NOMINAL SIZE M16 GRADE 8.8 UNO.
11. ROOF FALL DIRECTION TO REFER TO ARCHITECTURAL DWG.
12. CONCRETE GRADE SHALL BE C32/40 (XS1).
13. ALL CONCRETE COVER TO BE 50mm U.N.O.

01 02 03
300 3000 3000 1175 1475

H16-150 (T&B)
300

200
H16-150 H16-150 H16-150 H16-150 H16-150
300

H16-150 (T&B)
H16-150 H16-150 H16-150 H16-150

300 300
H16-150

H13-150

STAIRCASE DETAILS TYPICAL

RC DETAILS SCALE 1:20
SCALE 1:20 Rev. Date Description DWN App'd

These Designs, Drawings and Specifications and the Copyright

Therein Are The Property of AECOM Singapore Pte. Ltd.
Civil / Structural Consultant :

F:\60579645-PULAU UBIN SG\DWG\TENDER\T-E-60579645-CWD-SD9037-.DWG

AECOM Singapore Pte. Ltd.
300 Beach Road #03-00 The Concourse Singapore 199555
T: +65 6299 2466 F: +65 6299 0297 www.aecom.com
CLIENT :

HEADQUARTERS (RAFFLES BLDG)

SINGAPORE BOTANIC GARDENS
1 CLUNY ROAD
SINGAPORE 259565
TEL: (65) 6471 7655
FAX: (65) 6472 7608

Contract Title :

PULAU UBIN SHORELINE AND

MANGROVE RESTORATION WORKS
Project Title :

PROPOSED ECOLOGICAL
MANGROVE RESTORATION
WORKS AT PULAU UBIN ON LOTS
MK32-00094M, MK32-00148C,
MK32-00149M, MK32-00219L

User Name: HEM

Drawing Title :

SUNGEI DURIAN PONDS

SHELTER STRUCTURAL DETAILS
SHEET 4 OF 4
0 0.05 0.1 0.15 0.2 0.25 Metres

Scale 1:5
Approved by LSK Checked by LCS
0.1 0.3 0.5
0 0.2 0.4 1.0 Metres Designed by BYY Drawn by GDC
Scale AS SHOWN Date DEC. 2020

Save Date: 01/04/2024

Scale 1:20
Drawing No. : Rev.

T/E/60579645/CWD/SD/9037 -

CAD File Name : T-E-60579645-CWD-SD9037-.dwg A1