Jt portfolio 2015 18rev0 by jason turner

Projects 2015-2018

JASON TURNER Projects 2015 - 2018

Projects 2015-2018 Project

Lagoons Development - Saadiyat Island, Abu Dhabi, United Arab Emirates 24°31’55.13”” N 54°27’12.58´´E

Site Position Key Features:

Saadiyat Lagoons District is Saadiyat’s largest district. It is close to the island’s premier tourism and cultural attractions and is only minutes away from the business and entertainment hubs of downtown Abu Dhabi. Located close to Saadiyat Marina District, Beach District and Cultural District, it is well connected to the island’s exceptional educational institutions, world-class museums, and vibrant dining, shopping and leisure attractions.

Saadiyat Lagoons District is designed with a network of pedestrian pathways, bike paths and equestrian trails that encourage residents and guests to walk and cycle to different community facilities, verdant parks, and lakes – enhancing the experience of the district’s vibrant natural surroundings.

Client: TDIC Consultant Team:

Lead Consultants: Engineers:

GHD

KEO

Landscape Architects & Urban Designers

GHD

p p

q Lagoons Master Plan - Entire Site

Central Lagoon of development

Projects 2015-2018 Concept Imagery

As with any development, balancing the conflicting needs of creating the best possible living spaces for the residents, against the constraints of limited water for irrigation and the need to maximise the development potential of the site to ensure financial feasibility is always a challenge.

The Lagoons development made extensive use of open bodies of water bodies as areas of focal interest around which public amenities could be arranged, which also cool the area through evaporation and heat sequestration.

As the Lead Consultants, GHD designed the layout of not only these spaces, but the entire site. As the design progressed through the design stages, our team designed these areas in greater and greater detail.

p Lagoons Phase 1 Park

p Waterfront Village retail area

Central Linear Park through the development

Projects 2015-2018 SF:02

SF:04

ADJOINS DRG. 76-10533-PA-01-L2003 LF:02

SF:02

SF:02 SF:02

LEGEND:

PT:02

SF:02 SF:02

PT:05

LANDSCAPE PAVING (PT)

SF:03

SF:02

PT:01

PAVING TYPE 1 FEATURE PAVING

PT:02

PAVING TYPE 2 PRIMARY PATH

PT:03

PAVING TYPE 3 SECONDARY PATH

SF:02

PT:01 PT:05

SF:02

SF:02 PT:02

PT:02 SF:02

SF:02

PAVING TYPE 5 CYCLE TRACK

SF:03

SURFACE FINISH TYPE 3 GRANITIC SAND

PT:06

PAVING TYPE 6 TACTILE PAVING

SF:04

SURFACE FINISH TYPE 4 SOFTFALL SURFACING WET POUR COLOR: VARIES

PT:07

PAVING TYPE 7 BOARDWALK

SF:05

SURFACE FINISH TYPE 5 PLAYGROUND SAND COLOR: BEIGE

PT:08

PAVING TYPE 8 PARKING/DRIVEWAY PAVING

PT:02

SF:02

LF:02 B

SF:02 PT:02 SF:02

SF:03

SF:02 SF:02

SF:02

SF:06

SURFACE FINISH TYPE 6 SPORTS FIELD SURFACING COLOR: GREEN

LANDSCAPE FIXTURES (LF) LF:01 LITTER BIN

SF:02 SF:02

PT:02

SF:02

SF:03

SF:02

SF:03

Notes

FITNESS EQUIPMENT (LE) LE:01 FITNESS GROUP A

LF:02 BOLLARD LF:03 BENCH LF:04 BIKE RACK

LANDSCAPE STRUCTURE (LS) SF:02

SURFACE FINISH TYPE 1 25-75mm NATURAL PINE BARK MULCH NUGGETS - GRADE 'A' FOR PLANTING AREA

PAVING TYPE 4 POOL AREA

SF:02 SF:02

SF:01

PT:05

PT:02

LANDSCAPE CLADDING TYPE 1 SWIMMING POOL CLADDING

PT:04 LF:03 PT:02

CL:01

LANDSCAPE SURFACE FINISHES (SF)

SURFACE FINISH TYPE 2 25- 75mm Ã&#x2DC; WASHED WADI PEBBLES COLOR: BEIGE

LF:02

LF:03

LANDSCAPE CLADDING (CL)

LS:01 SHADE STRUCTURE

LE:02 FITNESS GROUP B

SF:02

Key Plan

PT:02

LE:02

LE:03 FITNESS GROUP C

2.5

7.5

12.5m

SCALE 1:250 AT ORIGINAL SIZE QIB AL 'LA

LE:02

SF:02

LF:04

LF:03

LE:04 FITNESS GROUP D

LANDSCAPE STRUCTURE (LC) ADJOINS DRG. 76-10533-PA-01-L2005

LC:02 PLANTING STRIP

300

No.

SF:03

Job Project Drawn Manager Director

Revision

300

Key Plan

PT:02

Date

Drawing Revisions Note: * indicates signatures on original issue of drawing or last revision of drawing

SF:02

REINFORCED CONCRETE FOUNDATION

12110

GHD Global Pty Ltd

Conditions of Use. This document may only be used by GHD's client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

Notes STRUCTURAL STEEL PIPE PLAYGROUND SURFACING AS SPECIFIED

ALL MEASUREMENTS ARE IN MILLIMETRES (mm) UNLESS OTHERWISE STATED. DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER RELATED PROJECT INFORMATION, MATERIAL SCHEDULES, DETAIL DRAWINGS AND SPECIFICATIONS. ALL MATERIALS REQUIRE BOTH CLIENT AND LANDSCAPE ARCHITECT APPROVAL.

TENSIONED FABRIC. COLOUR TO LANDSCAPE ARCHITECT'S APPROVAL

400

9880

STRUCTURAL COLUMN/FOUNDATION TO ENGINEER'S DETAIL

PLAYGROUND SURFACING DEPTH VARIES DEPENDING ON CRITICAL FALL HEIGHT ( AS PER MANUFACTURER'S RECOMMENDATION OF EACH PLAY EQUIPMENT)

F.F.L. 70 30

PO Box 126888 Abu Dhabi. United Arab Emirates. www.tdic.ae

CUSHION LAYER OR SBR GRANULES 150

150

400

COMPACTED BASE WATERPROOFING GEOMEMBRANE

GEOMEMBRANE

S.S.L.

100mm THICK GRAVEL DRAINAGE LAYER 50mm THICK WATERPROOFING/SCREED

50 100

9990

POST IN STAINLESS STEEL FINISH

500

200

1000

300

1500

400

2000

500mm

2500mm

TYPICAL DETAIL: FOOTING DETAIL (LS:01) SCALE 1 : 10

895

NOTES:

SCALE 1:50 AT ORIGINAL SIZE

Client

Project

100

SCALE 1:10 AT ORIGINAL SIZE 600

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

STRUCTURAL SLAB

No.

1. SHADE STRUCTURES ARE INCLUDED IN THE DESIGN TO PROVIDE SHADE FOR PLAYGROUND AREA. THIS TYPICAL DETAIL IS FOR SCHEMATIC DESIGN DOCUMENTATION ONLY. THE CONTRACTOR SHALL ENGAGE A SPECIALIST SHADE STRUCTURE SUPPLIER TO DESIGN AND CONSTRUCT THE SHADE STRUCTURES IN ACCORDANCE WITH THE DRAWINGS , SIZES OF EACH INDIVIDUAL PLAYGROUND SHADE STRUCTURES AND THE SPECIFICATION.

TYPICAL DETAIL: SHADE STRUCTURE (LS:01)

Revision

Job Project Drawn Manager Director

Date

Drawing Revisions Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD Global Pty Ltd

2. THE SHADE STRUCTURE SHALL BE CONSIDERED TO INCLUDE ALL COMPONENTS INCLUDING BUT NOT LIMITED TO THE FOOTINGS, STEEL COLUMNS, FABRIC AND HARDWARE.

SCALE 1 : 50

3. THE PRELIMINARY SETOUT, LAYOUT AND FABRIC PROFILES OF THE SHADE STRUCTURES ARE SHOWN ON THE ARRANGEMENT DRAWINGS AND SHALL BE COORDINATED WITH ADJACENT EQUIPMENT, STRUCTURES AND SITE FEATURES. 4. THE SHADE MATERIAL (FABRIC) SHALL BE HIGH DENSITY POLYETHYLENE (HDPE), EXTRA HEAVY DUTY SHADE CLOTH TO AS 4174-1994 (84 - 90%) STANDARD WITH KNITTED CONSTRUCTION, MADE FROM MONOFILAMENT YARN AND FLAT TAPE APPROXIMATE WEIGHT 330 GSM AVERAGE AND SHALL BE UV STABLE AND RETAIN ITS STRENGTH AND FLEXIBILITY UNDER HARSH SUN

Title

ALL CABLES TO BE CLASS A GALVANISED STRAND WITH STAINLESS STEEL THREADED TERMINAL SWAGES. ALL TENSIONERS, BOLTS NUTS AND FABRIC FITTINGS TO BE HOT-DIP GALVANISED

1:250

Drawn

G. OBMERGA

DO NOT SCALE Designer

SUPPORT COLUMNS TYPE : CIRCULAR HOLLOW SECTION MATERIAL : GRADE 350 STEEL

4500 (MINIMUM)

799N

2147N

83.5%

63.0%

TEAR RESISTANCE

172N

282N

BURSTING FORCE (MEAN)

1861N

BURSTING PRESSURE (KPA)

3000

BREAKING EXTENSION

Client

Project

6. THE FABRIC SHALL BE SIMILAR TO TYPE POLYFAB OR APPROVED EQUIVALENT. 8. COLOUR AND FINISH TO LANDSCAPE ARCHITECT'S APPROVAL

Original Size

Drawing No.

SCHEMATIC DESIGN Plotted by: Grace Obmerga

Cad File No:

G:\76\10533\CADD\Drawings\Landscape\P1-PARKS\76-10533-PA-01-L2006.dwg

p The Hard Landscape Plan had to marry a number of different levels between street levels and the internal park levels, deliberately lowered to afford privacy to the surrounding homes, which enjoy direct access through their gardens to the park.

Title

7. REFER TO THE SPECIFICATION FOR ADDITIONAL INFORMATION

This Drawing must not be used for Construction unless signed as Approved

Plot Date: 13 December 2015 - 1:46 PM

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

5. THE SHADE FABRIC SHALL HAVE FOLLOWING PROPERTIES: BREAKING FORCE

Design Check

Date

POST IN STAINLESS STEEL FINISH

N. KHALEK 6000 (MAXIMUM)

Scale

Drafting Check Approved (Project Director)

PO Box 126888 Abu Dhabi. United Arab Emirates. www.tdic.ae

CABLES AND FITTINGS

TENSIONED FABRIC COLOUR TO LANDSCAPE ARCHITECT'S APPROVAL

B -

Plot Date: 13 December 2015 - 5:51 PM

TYPICAL DETAIL: SHADE STRUCTURE (LS:01) Rev. SCALE 1 : 50

Plotted by: Grace Obmerga

Cad File No:

Scale

AS SHOWN

Drawn

G. OBMERGA

Drafting Check Approved (Project Director)

DO NOT SCALE Designer

N.KHALEK

Design Check

Date This Drawing must not be used for Construction unless signed as Approved

Drawing No.

SCHEMATIC DESIGN

G:\76\10533\CADD\Drawings\Landscape\P1-PARKS\76-10533-PA-06-L3001.dwg

p Hard surfacing details and shade structures for Public Open Space Areas

Original Size

Rev.

Projects 2015-2018 1% FALL AS INDICATED

GEO-TEXTILE MEMBRANE

COMPACTED SUBGRADE

150mm THICK . STABILIZED GRANITIC SAND 150mm THICK CRUSHED ROCK SUBGRADE

8-10mm THICK COLOURED POLYOLEFIN GRANULE LAYER ( SOFT FALL SURFACING) PRIMER LAYER (THICKNESS AS PER MANUFACTURER'S RECOMMENDATION)

8-10mm THICK COLOURED POLYOLEFIN GRANULE LAYER OUTSIDE PLAY EQUIPMENT SAFETY ZONE AREA 1% FALL AS INDICATED

GRADE PATH SURFACE TO ALLOW DRAINAGE

150

150mm THICK .25-40mmØ WASHED WADI PEBBLES MULCH (SF:04)

150

80mm THICK 25-75mm NATURAL PINE BARK MULCH, GRADE 'A' TO LANDSCAPE ARCHITECT'S APPROVAL

150

Key Plan

CUSHION LAYER (THICKNESS VARIES DEPENDING ON REQUIRED FALL HEIGHT) SEE PLAY EQUIPMENT MANUFACTURER'S RECOMMENDATION

GEOTEXTILE MEMBRANE

CONCRETE SLAB GEO-TEXTILE MEMBRANE COMPACTED SUB-GRADE

COMPACTED SUBGRADE COMPACTED SUBGRADE

Notes

TYPICAL BARK MULCH SECTION (SF:01)

SCALE 1 : 10

TYPICAL WADI PEBBLE MULCH SECTION (SF:02)

MIN. 400mm

PT:01

POLYETHYLENE EDGE

300x300x40mm CONCRETE TILES DRY LAID OVER GEOTEXTILE MEMBRANE

NOMINALLY REINFORCED TENNIS COURT CONCRETE SLAB MIN. 150mm TO ENGINEER'S DETAILS

GEO-TEXTILE MEMBRANE AS SPECIFIED

A-GRADE CEMENT STABILIZED CRUSHED ROCK SUB BASE MIN. 150mm

BED MEDIA OR AGGREGATE COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING

SECTION

GEO-TEXTILE MEMBRANE

COMPACTED SUBGRADE

SCALE 1 : 10

1% FALL AS INDICATED

ACRYLIC RESURFACER TO SPECIALIST CONTRACTOR'S DETAIL

FILTERED SILICA SAND SOFT FALL 400mm-600mm THICK .

GRANITIC SAND DETAIL (SF:03)

SPORTS SURFACING APPLICATION TO MANUFACTURER'S DETAILS & SPECIFICATIONS

Notes

SCALE 1 : 10

PLAY SAFETY SURFACING DETAIL (SF:04)

SCALE 1 : 10

PRODUCT SPECIFICATIONS:

INSTALLATION INSTRUCTIONS:

MATERIAL: GRADE A PREMIUM BLEND MEDIUM DENSITY POLYETHYLENE WITH UV INHIBITOR

WEIGHT:

7 LBS PER KIT (APPROXIMATE)

HEIGHT:

5.5 INCHES

PACKAGING: 1-KIT (INCLUDES) 1-20 FOOT FLAT STRIP 4-9 INCH METAL STAKES 1-8 INCH CONNECTOR

ISOMETRIC VIEW NTS

ALL MEASUREMENTS ARE IN MILLIMETERS (mm) UNLESS OTHERWISE STATED. DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER RELATED PROJECT INFORMATION, MATERIAL SCHEDULES, AND SPECIFICATIONS. ALL MATERIALS REQUIRE BOTH CLIENT AND LANDSCAPE ARCHITECT APPROVAL.

INSTALL PER MANUFACTURER'S "INSTALLATION GUIDELINES" DIG 4.5 INCH DEEP TRENCH ALONG LAWN EDGE. SINK EDGING INTO TRENCH. SECURE EDGING WITH STAKES AS INDICATED. USE THE PROVIDED CONNECTOR WHEN JOINING TWO LENGTHS OF EDGING TOGETHER. SINK STAKE THROUGH THE FIN EVERY 5 FEET AT A 45 DEGREE ANGLE. THE STAKE SHOULD NOT BE INSTALLED HIGHER THAN 2" ABOVE THE LIP. SINK STAKE ALL THE WAY THROUGH THE EDGING UNTIL THE TOP OF THE STAKE FLUSH WITH THE FIN. ADDITIONAL STAKES ARE NEEDED FOR TIGHT CURVES AND AT THE ENDS OF THE EDGING.

COMPACTED SUBGRADE

SCO

SAND SOFT FALL DETAIL (SF:05)

SCALE 1 : 10

SPORT COURT SURFACING (SF:06)

SCALE 1 : 10

TYPICAL PLANTING STRIP DETAIL (LC:02)

240

120

160

120

100

150

200

250mm

SCALE 1:5 AT ORIGINAL SIZE 0

SCALE 1 : 5

100

200

300

400

500mm

SCALE 1:10 AT ORIGINAL SIZE

VARIES

PT:03

160

200

400

600

800

1000mm

160

SCALE 1:20 AT ORIGINAL SIZE

1% FALL AS INDICATED

240 X 160X 60 MM THICK PRECAST CONCRETE PAVER (COLOUR TO REFER HARD LANDSCAPE LAYOUT AND LEGENDS)

240

3mm GAPS TO BE FILLED WITH SWEPT PAVING SAND

240 X 160X 60 MM THICK PRECAST CONCRETE PAVER (COLOUR TO REFER HARD LANDSCAPE LAYOUT AND LEGENDS) 160 X 160X 60 MM THICK PRECAST CONCRETE PAVER (COLOUR TO REFER HARD LANDSCAPE LAYOUT AND LEGENDS)

160

PRECAST CONCRETE PAVING AS SPECIFIED LAID ON SAND BASE 30mm THICK SAND BASE 150mm THICK CRUSHED GRAVEL LAYER

No.

120 X 160X 60 MM THICK PRECAST CONCRETE PAVER (COLOUR TO REFER HARD LANDSCAPE LAYOUT AND LEGENDS)

Job Project Drawn Manager Director

Revision

Date

Drawing Revisions Note: * indicates signatures on original issue of drawing or last revision of drawing

COMPACTED SUBGRADE

LF:01 PT:02

LEGEND:

TYPICAL PRECAST CONCRETE PAVING SECTION- PEDESTRIAN SCALE 1 : 10

LANDSCAPE CLADDING TYPE 1 SWIMMING POOL CLADDING

LANDSCAPE SURFACE FINISHES (SF)

PAVING TYPE 7 BOARDWALK

SF:05

SURFACE FINISH TYPE 5 PLAYGROUND SAND COLOR: BEIGE

PT:08

PAVING TYPE 8 PARKING/DRIVEWAY PAVING

SF:06

SURFACE FINISH TYPE 6 SPORTS FIELD SURFACING COLOR: GREEN

TYPICAL PARKING/ DRIVEWAY PAVING SECTION (PT:08)

SCALE 1 : 10

CHANGING ROOM

No.

Plotted by: Grace Obmerga

FGL (HARDSCAPE / OPEN GROUND)

LP:04 PLAY EQUIPMENT 4 LP:05 PLAY EQUIPMENT 5

ADAPTOR (PN16) GATE VALVE (PN16) MALE THREAD ADAPTOR (PN-16) WARNING TAPE

REINSTATED NATURAL SITE MATERIAL OR GARDEN SOIL

2" AIR RELIEF VALVE CLOSE NIPPLE ISOLATING GATE VALVE

SELECTED BACK FILL

PLASTIC VALVE BOX

CONTROL CABLES LAID ALONG MAIN LINES IN CONDUIT

CONCRETE BLOCK WORK TO ENGINEERS APPROVAL

100 MM GRAVEL MULCH

COMPACTED BACKFILL (SAND/FINE SOIL)

G.I. RISER WRAPPED WITH DENSO TAPE

PIPE BEDDING AS PER MANUFACTURERS RECOMMENDATION

LP:03 LP:03 LP:04

UPVC SUB-MAIN LINE

CONNECTION FROM UPVC PIPE SUB-MAIN PIPE DEPTH VARIES

LF:03

LP:03

SOLENOID VALVE ASSEMBLY FOR DRIP

A Abu SOLENOID VALVE ASSEMBLY 'Y' STRAINER PO Box 126888 Dhabi. United Arab Emirates. WITH www.tdic.ae -

SCALE 1 : 10

AIR VALVE INSTALLATION DETAIL

FINISH GRADE

LE:01 FITNESS GROUP A

3rd Floor, Guardian Tower, Danet Community FGL FGL (GARDEN BED) 1" KEY (HARDSCAPE / Muroor Road, Abu OPEN GROUND)Dhabi, UAE QUICK COUPLING VALVE 1"Ø ROUND PLASTIC T 971 2 696 8700 F 971 2 447 2915 WITH LOCKING CAP VALVE BOX E abumail@ghd.com W www.ghd.com GATE VALVE

LP:05

GRAVELS CONCRETE BASE

Client

LF:01

E -

QUICK VALVE COUPLING

SCALE 1 : 10

PULL BOX DETAIL

Pipe Ø (")

Vertical Bends(Upthrust) 3 4 6 8

00.88 01.46 03.13 05.31

Tee

90°

45°

No.

DRAIN PIT 100mm WITH GRAVEL FILL BLINDING AND SCREED OVER COMPACTED SUBGRADE

1:250

Drawn

TEE G. OBMERGA

ELBOW

SIZES TO BE CALCULATED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER

200 MM

Designer Design Check

ELBOW AND TEE SECTION

Drawing No.

SCHEMATIC DESIGN

800

500mm

1000mm

2500mm

Revision

Job Project Drawn Manager Director

Date

Drawing Revisions Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD Global Pty Ltd

1100

GATE VALVE AND FLOW METRE ASSEMBLY

SCALE 1 : 20

IRRIGATION CONTROLLER CONNECTION DETAIL

0.294 0.486 1.050 1.770

00.42 00.69 01.48 01.48

0.23 0.37 0.80 0.80

SCALE 1 : 20

CEMENT MORTAR

Minimum Concrete Volume (cu.m.) 0.48 0.24 0.12 0.79 0.40 0.20 1.70 0.86 0.44 2.87 1.46 0.73 45° ELBOW 0.450 0.500 0.520 0.700 0.350 0.570 0.400 0.800 0.550 1.100 1.200 90° ELBOW

2 0.250 0.250 N. KHALEK 3 0.440 0.300 4 6 8

0.650 1.000 1.240

2 3 4 6 8

0.380 0.700 0.900 1.480 2.510

2 3 4 6 8

0.370 0.545 0.700 1.050 1.770

600

0.500 0.600 0.760 0.970 1.300 TEE 0.200 0.250 0.300 0.400 0.400

0.350 0.500 0.500 0.700 0.800 0.700 1.000 1.000 1.000 1.200 0.370 0.500 0.545 0.700 0.700 0.700 1.000 1.000 1.000 1.200

REINFORCED CONCRETE

300 (TYP.)

TYPICAL ARRANGEMENTS OF THRUST BLOCKS

SCALE

NTS

Plot Date: 13 December 2015 - 5:40 PM

Rev. Plotted by: Grace Obmerga

MIN.300

UPVC MAIN LINE

Cad File No:

Client

Project COVER TO LANDSCAPE ARCHITECT'S APPROVAL DI HEAVY DUTY REINFORCED CONCRETE APPLY 2 COATS OF BITUMIN PAINT , WATERPROOFING MEMBRANE AND PROTECTION BOARD

MASS CONCRETE SUPPORT REINFORCED CONCRETE BLINDING

200 1400 MINIMUM

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

PUDDLE FLANGE 300 TYP.

PVC COUPLING

1. MAKE UP THRUST BLOCK AGAINST UNDISTURBED SOIL 2. PROTECT FILLING WITH DOUBLE WRAP HEAVY DUTY POLYETHYLENE SHEETING.

600x600mm CLEAR OPENING CEMENT MORTAR

ISOLATION VALVE FLANGED TYPE (HEAVY DUTY)

FLANGE ADAPTOR

Original Size

NOTES:

PLANTING PLACED TO SCREEN INFRASTRUCTURE ELEMENTS OR PAVING AS NECESSARY

600x600mm CLEAR OPENING

This Drawing must not be used for Construction unless signed as Approved

Central Park Swimming Pool and Play area

APPLY 2 COATS OF BITUMIN PAINT WITH WATERPROOFING MEMBRANE AND PROTECTION BOARD

DO NOT SCALE

Scale

Date

LP:10 PLAY EQUIPMENT 10

400

2000

PO Box 126888 Abu Dhabi. United Arab Emirates. www.tdic.ae

LP:09 PLAY EQUIPMENT 9

600

1500

Area of Concrete (sq.m.) Epr = 5N/sq.cm.

Drafting Check Approved (Project Director)

LP:08 PLAY EQUIPMENT 8

1000

CONTROLLER METAL CABINET PEDESTAL DIMENSIONS TO SUPPLIERS DETAILS & MATCH THE CONTROLLER CABINET SIZE

FLANGE, ADAPTORS, FITTINGS

300

400

500

SCALE 1:50 AT ORIGINAL SIZE

NOTES: 1. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 2. INSTALL CONTROLLER IN A LOCATION TO MAXIMIZE RECEIVER RECEPTION.

300

SCALE 1 : 50

200

SCALE 1:20 AT ORIGINAL SIZE 0

PVC CONDUIT FOR TW0-WIRE DECODER CABLE TWO-WIRE PATH CABLE TO DECODERS COMPACTED SUB-GRADE

Title

LE:04 FITNESS GROUP D

G:\76\10533\CADD\Drawings\Landscape\P1-PARKS\76-10533-PA-02-L2001.dwg

FINISH GRADE POWER SUPPLY WIRE PVC CONDUIT FOR POWER SUPPLY WIRE

HDPE MAIN LINE (BY OTHERS) UPVC CONDUIT PUDDLE FLANGE IRRIGATION TWO-WIRE PATH CONTROL CABLE GATE VALVE FLANGED TYPE HEAVY DUTY MASS CONCRETE SUPPORT

1. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL.

100

SCALE 1:10 AT ORIGINAL SIZE 0

RECEIVER WITH E.T. MANAGER CARTRIDGE CONCRETE PAD 300mm MINIMUM (FGL)

RENDERED OR FAIR FACED FINISH PAINTED WITH 2 COATS EPOXY PAINT DIGITAL FLOW METER

CONDUIT PIPE

GRAVEL

NOTES:

MALE x COMPRESSION POLY ADAPTOR

3 4 6 8

Cad File No:

0 TWO - WIRE DECODER CONTROLLER WITH METAL CABINET AND PEDESTAL

FRAME BOLTED TO CONCRETE

REINFORCED CONCRETE

Project

LF:03

LATERAL LINE IN PAVEMENT AREA SCALE 1 : 10

150mm THICK GRANULAR SUB-BASE CBR 45% AT 98% MDD

CABLE MARKER

DRAIN 100Ø WITH GRAVEL INFILL

LDPE CLASS C PIPE

LS:01 LP:02

WATER PROOF CONNECTOR

GALVANISED RISER WITH WELDED REBAR TIES

UPVC PIPE WORK SUB-MAIN

LE:02 FITNESS GROUP B

600 x 600 VALVE LABEL WITH "DO NOT DRINK INDICATION"

SCALE 1 : 20

FGL

VALVE LABEL

250

SLEEVE/ DUCT PIPE

COVER AND FRAME TO BE HEAVY GAUGE MILD STEEL GRADE 43 A, BS 4360. OST-1000 C, WITH GALVANISED TO BS 729 - 1971 FINISHING. LIFTING EYES TO BE LOCATED AT EACH CORNER 30mm THICK SAND BEDDING COURSE

GARDEN HOSE

SWIVEL ELBOW

Notes

300

SF:04

SOIL LATERAL PIPE BEDDING AS PER MANUFACTURERS' RECOMMENDATION

COMBINED SUB-MAIN SUPPLY AND LATERAL

LIFTING EYES TO BE LOCATED AT EACH CORNER MORTAR FILLING PAVEMENT DETAILS BY OTHERS

VALVE BOX

LP:01

SCALE 1 : 20

LP:08

IRRIGATION WARNING TAPE

300

MIN. 1000

PT:02

LANDSCAPE PAVING

F.G.L

CONDUIT PIPE

LP:07 PLAY EQUIPMENT 7

Plotted by: Grace Obmerga

Key Plan

Conditions of Use. This document may only be used by GHD's client (and any other person who GHD has agreed can use this document) for the ELBOW ELBOWpurpose for which it was WIRE NUMBER TO LATERAL LINE prepared and must not be used by any other person or for any other purpose. MALE THREAD

LP:06 PLAY EQUIPMENT 6

Original Size

Rev.

BOX LABEL

F.G.L

IRRIGATION CONTROL WIRE

LE:03 FITNESS GROUP C

N.KHALEK

Date

FGL (GARDEN BED)

250

LP:03 PLAY EQUIPMENT 3

DO NOT SCALE Designer Design Check

SOLENOID VALVE WITH PRESSURE REGULATOR MALE THREADED ADAPTER

PVC UNION (PN 16)

GHD Global Pty Ltd

LC:02 PLANTING STRIP

LP:02 PLAY EQUIPMENT 2

G. OBMERGA

Drawing No.

"Y" STRAINER

FEMALE THREAD ADAPTOR(PN16)

SF:02

FITNESS EQUIPMENT (LE)

AS SHOWN

Drawn

SCALE 1 : 10

VALVE LABEL Note: * indicates signatures or last revision of drawing PVC UNIONon (PN16)original issue of drawing

LC:01

LC:01 POOL AREA FENCE

Scale

This Drawing must not be used for Construction unless signed as Approved

TYPICAL BOARDWALK SECTION

G:\76\10533\CADD\Drawings\Landscape\P1-PARKS\76-10533-PA-06-L1002.dwg

Job Project Drawn Manager Director

Revision

Drawing Revisions

PT:02

HOSE ADAPTOR

Cad File No:

LC:03 PLAY COURT FENCE

LP:01 PLAY EQUIPMENT 1

Plot Date: 13 December 2015 - 5:13 PM

SCHEMATIC DESIGN

LANDSCAPE STRUCTURE (LC)

PLAY EQUIPMENT (LP)

Plot Date: 13 December 2015 - 5:36 PM

LS:01 SHADE STRUCTURE

LF:05 TREE GRATE LF:06 PICNIC TABLE

Title

Drafting Check Approved (Project Director)

VARIES

LF:02 BOLLARD LF:03 BENCH LF:04 BIKE RACK

BREAK UP & CULTIVATE SUB-GRADE TO 150mm DEPTH EXISTING SUBSOIL

Date

PT:04

LANDSCAPE STRUCTURE (LS)

LF:01 LITTER BIN

GEOTEXTILE MEMBRANE AS SPECIFIED

BREAK UP & CULTIVATE SUB-GRADE TO 150mm DEPTH

EXISTING SUBSOIL

200

LANDSCAPE FIXTURES (LF)

GEOTEXTILE MEMBRANE AS SPECIFIED

12.5m

Project

500

PT:07

500-600

SURFACE FINISH TYPE 4 SOFTFALL SURFACING WET POUR COLOR: VARIES

7.5

1000 MIN.

SF:04

VARIES 100 300

PAVING TYPE 6 TACTILE PAVING

SF:02

PT:06

2.5

SCALE 1:250 AT ORIGINAL SIZE

WOR

SF:03

E OF

PAVING TYPE 5 CYCLE TRACK

SF:02

SCOP

PT:05

SURFACE FINISH TYPE 3 GRANITIC SAND

CL:01

VARIES

SF:02

SURFACE FINISH TYPE 2 25- 75mm Ø WASHED WADI PEBBLES COLOR: BEIGE

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

Client

DRAIN PIT 100mm WITH GRAVEL FILL

200

SURFACE FINISH TYPE 1 25-75mm NATURAL PINE BARK MULCH NUGGETS - GRADE 'A' FOR PLANTING AREA

PLANTING AS PER LANDSCAPE DRAWINGS

3000

BACKFILL & CONSOLIDATE APPROVED SWEETSOIL , FERTILIZERS AND SOIL AMENDMENTS AS SPECIFIED AND APPROVED

1000

PAVING TYPE 4 POOL AREA

SF:01

3000 MM WIDTH REINCONSTITUTED TIMBER BOARDWALK TO BE FIXED AS PER MANUFACTURER AND SPECIALIST DETAILS INSTANT TURF (SODS) AS SPECIFIED. REFER TO SOFT LANDSCAPE DRAWINGS & PLANTING SCHEDULE BACKFILL & CONSOLIDATE APPROVED SWEETSOIL , FERTILIZERS AND SOIL AMENDMENTS AS SPECIFIED AND APPROVED

VARIES

PAVING TYPE 3 SECONDARY PATH

TYPICAL PEDESTRIAN PAVING PLAN SCALE 1 : 20

250

CL:01

200

PAVING TYPE 2 PRIMARY PATH

K 200mm THICK WELL COMPACTED ROAD BASE TO ENGINEER'S DETAIL 50mm THICK SAND BASE PAVING AS PER LANDSCAPE PLAN 5mm GAPS TO BE FILLED WITH SWEPT PAVING SAND GEOTEXTILE MEMBRANE 300 mm THK SUBGRADE CBR@ 95% OF MDD, 4.5KG RAMMER SOAK

PT:02

PO Box 126888 Abu Dhabi. United Arab Emirates. www.tdic.ae

PT:02

PT:03

QIB AL 'LA

PT:01

PAVING TYPE 1 FEATURE PAVING

PT:04

LANDSCAPE CLADDING (CL)

LANDSCAPE PAVING (PT)

PT:03

GHD Global Pty Ltd

RETAIL (RE1)

BLINDING RENDERED FINISH PAINTED WITH EPOXY GREY COLOR 2 COATS MIN.

DRAIN PIT 100mm WITH GRAVEL FILL

Title

Scale

NOT TO SCALE

Drawn

G. OBMERGA

Drafting Check Approved (Project Director)

DO NOT SCALE Designer

N.KHALEK

Design Check

Date

K -

ISOLATION VALVE ASSEMBLY SCALE 1 : 20

L -

TYPICAL VALVE / MANHOLE COVER

This Drawing must not be used for Construction unless signed as Approved

Drawing No.

SCALE 1 : 20

G:\76\10533\CADD\Drawings\Landscape\P1-PARKS\76-10533-PA-06-L8002.dwg

Hard surfacing and irrigation system details

SCHEMATIC DESIGN

Original Size

Rev.

Projects 2015-2018 Project

Wadi As Sulei - KKIA Lake Area, Saudi Arabia

Site Position

24°51’32.68”” N

RETAIL SPACES (COFFEE SHOPS/ RESTAURANTS, RETAIL)

46°46’31.11”´E PROMENADE

11 km south of the King Khalid Airport is a site under construction as a storm water detention pond. Moriyama Teshima designed the Concept Layout and Boedeker Partners have been responsible for developing that into a constructible project.

PROMENADE

RHOWDA AREAS

Key Features: Wadi As Sulei runs some 120 km on the eastern side of Riyadh. Primarily a drainage channel for run off during peak rain events, it is being upgraded to a civil engineering ele the city. Boedeker were brought ment handling runoff from in to deliver Landscape Architecture services so that it may function as an amenity for the residents of Riyadh too.

PARKING AREA

RHOWDA AREAS (NATURAL WATER DRAINAGE COURSES)

RHOWDA AREAS

PARK

SHOPPING CENTER PARKING AREA

OFFICE AND MIXED USE SPACE

PARK RHOWDA AREAS

RETAIL SPACES

PARKING AREA

OFFICE AND MIXED USE SPACE

RHOWDA AREAS PARKING AREA PARKING AREA ROADWAYS

PEDESTRIAN NETWORK

OFFICE AND MIXED USE SPACE

ROADWAYS

It is in this role that I function as a freelance landscape architect for Boedeker. I design detailed elements required for the project, make changes to the overall design as necessary and oversee the implementation of the project by the contractor. Many design elements need to be prepared for presentation to the client prior to being adopted for use on site. Client: Ariyadh Municipality Consultant Team:

Lead Consultants: DAR Engineers: DAR Landscape Architects & Horticultural advisors:

Boedeker Partners

50 m

100 m

200 m

300 m

400 m

500 m

WADI AS SULEI - KKIA LAKE AREA SULEI PLAZA CONCEPT DRAWING - REV 1. BOEDEKER PARTNERS - MARCH 2018

Sulei Plaza Revised Master Plan

Rhowda Interface - perspective

Rhowda Interface Plan

Projects 2015-2018 Concept Imagery

PATHWAY JUNCTION AREA WITH RHOWDA TRAVERSING THROUGH ON AN IRISH CROSSING

Much of the design work begins with identifying elements of the Concept Design which have either not been adequately resolved, or where design changes are required for the overall improvement of the project. These frequently start out as sketched proposals as seen on the right. These are presented to the design team for discussion and if approved, they are presented to the client for further discussion.

EXPOSED ROCKWORK LAID IN HORIZONTAL SHEETS TO EMULATE A NATURAL RHOWDA AREA, WITH A NATURAL DENSITY OF SHRUBS AND GROUND COVERS

ELEVATION OF RHOWDA

If they are to the client’s liking, they are then developed through various iterations up to working drawings which are issued for construction.

PLAN VIEW

SECTION THROUGH RHOWDA DRY WEATHER FLOW CHANNEL

PROPOSED RANDOM STONE RHOWDA GULLEYS

0.15 m

0.15 m 2.5 m

6.0 m

2.5 m

*N.B. ALL DIMENSIONS SHOWN ARE NOMINAL, AND ARE FOR INFORMATION ONLY. CIVIL ENGINEER TO DESIGN CULVERT AND ALL ATTEND CIVIL ENGINEERING ELEMENTS. SILT TRAP TO ENGINEERS DETAIL

1m STONE EDGING

PROMENADE

BOX CULVERT TO ENGINEER’S DESIGN

CONTOUR PATH - 589 LEVEL

SEALED GRAVEL TRAIL STABILIZED FILL AROUND CULVERT TO ENGINEER’S DETAIL

WIDENED SHALLOW RHOWDA AREA WITH GRASSLAND PLANTING

12 m

150 MM. STONE SLAB ON 50 MM MORTAR BED AFFIXED TO TOP OF CULVERT.

PROMENADE SAR INLET CULVERT DETAIL - SOUTH ELEVATION

CANTILEVERED LIP LIMESTONE STEPS 0.2 m 3m

CONTOUR PATH - 588 LEVEL

STONE COVERED OUTLET APRON TO ENGINEERS DESIGN PROMENADE SAR INLET CULVERT DETAIL - PLAN SILT TRAP TO ENGINEERS DETAIL 150 MM. STONE SLAB ON 50 MM MORTAR BED AFFIXED TO TOP OF CULVERT. BOX CULVERT TO ENGINEER’S DESIGN

0.20 m 0.15 m

IRISH CROSSING - 587.80

1.00 m 0.20 m STONE COVERED OUTLET APRON TO ENGINEERS DESIGN PROMENADE SAR INLET CULVERT DETAIL - SECTION

PROPOSED IRISH CROSSINGS ALONG CONTOUR PATHWAYS CROSSING THE INLET CHANNELS

BOEDEKER PARTNERS DRAWN: J.T. - MARCH 2018 N.T.S.

Projects 2015-2018

PROMENADE

STEPS

RAMP

RANDOM STONE

RAMP RAMP

Along the promenade, a need for universal access connection between the sealed gravel pathways and the promenade became obvious. Not wishing to interrupt the throughďŹ&#x201A;ow of the promenade, it made sense to clip these ramps onto the outside of the prmoenade. The space left from the creation of these ramps lent itself to the formation of a variety of seating areas, some

intimate, others solitary. Due to their positioning away from the throughďŹ&#x201A;ow of the promenade, people can rest and chat without causing obstruction.

Projects 2015-2018

DESERT RHOWDA AREA

PAUSE AREA

STEPS STEPS AND PAUSE AREA

SECTION AA UNIVERSAL ACCESS RAMP

PROMENADE

RANDOM STONE

STEP

SAND SLOPED TO MEET TOP OF WALL

RANDOM STONE AREA

SEATING AREA RAMP

RETAINING WALL

SECTION BB PROMENADE STEPS TO DESERT RHOWDA AREA PROPOSAL

PLAN VIEW DATE: FEB 2018

DRAWN: J.T.

Projects 2015-2018 Project

Al Fayah Park - Rawdhat Community, Abu Dhabi, United Arab Emirates

Site Position

24°25’12.69 ” N 54°27’35.61”´E

Key Features:

Thomas Heatherwick and his team designed Al Fayah park as a series of cracked pieces raised on columns forming a gentle dome across the site. The perforated canopy of par tial shade could allow a lush garden to grow, protected from the harsh excess of the desert sun. This sunken oasis was designed to then becomes a verdant landscape of plants and trees, forming a series of interconnected public spaces.

The 20 m high shaded garden is conceived as a place for families to gather and picnic, as well as a place for learning and festivals. By creating partial shade for the planting, the canopy aims to reduce the amount of water lost to evaporation, and improve the park’s efficiency and sustainability. Whilst providing shade in the daytime, the elevated plates also act as a network of social and meeting places in the cooler evening hours.

p p

q Al Fayah Park Master Plan - Entire Site

GHD were appointed to supply horticultural advice, design the irrigation and soft landscape elements of the park.

Client: Salma Bint Al Nahayan Foundation Consultant Team:

Lead Consultants: Royal Architects Architects: Heatherwick Studios Engineers: C2HM Landscape Architects & Horticultural advisors

GHD

Water features are a key eleNight View detail of park ment of the park

Projects 2015-2018 Concept Imagery

Whilst the design created by Thomas Heatherwick and his team was bold and extremely innovative, it posed a large number of technical challenges which needed creative solutions to overcome. GHD were appointed as part of the technical team to address these challenges and progress the design through the various design development stages and onto production drawings.

These challenges included a very high water table of toxically salty ground water, a constantly shifting solar pattern which required flexible irrigation programming and conflicting requirements for root space and structural foundations.

I was fortunate enough to lead the GHD team in resolving these issues, personally resolving most of them.

p Internal view across central pond

q Shaded pathways with planting areas q Concept image of the light falling on planting

Projects 2015-2018

The irrigation system required great flexibility in order to be able to accommodate the constant changes in solar patterns and the way they impacted the water requirements of the respective plant species. The solution was to overlay the solar patterns on the planting plan, and design the irrigation system to allow for these sunlight shifts. We then selected irrigation controllers which could be programmed by

computer and have a number of different schedules loaded - 26 in all, allowing for a different programme every week which compensated for the changes in the localized evapotranspiration rate of each bed area. This required a complex system with many solenoids and flexible control systems.

Projects 2015-2018 1. 2. 3. 4.

ROOTBALL FIXING SYSTEM INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS ADVANCE TREE REFER TO PLANT SCHEDULE

TREE

80mm DEPTH MULCH AS SPECIFIED AND AS REQUIRED DISHED AROUND BASE OF TRUNK

BACKFILL & CONSOLIDATE APPROVED SWEETSOIL , FERTILIZERS AND SOIL AMENDMENTS AS SPECIFIED AND APPROVED

ROOTBALL FIXING SYSTEM INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS

2000

ADJACENT PAVING AS SPECIFIED

STRUCTURAL SOIL

GEOTEXTILE MEMBRANE AS SPECIFIED

PALM

STABILISED SOIL

2000

150mm THK DRAINAGE LAYER SUBSOIL GRADE

SOIL LEVEL SOIL AS SPECIFIED GEOTEXTILE MEMBRANE RIGID LINER PROTECTION

600 MIN.

TYPICAL ADVANCE TREE ON GRADE

DRAINAGE LAYER PVC WATERPROOF MEMBRANE RIGID BASE PANELS MOVING INDEPENDENTLY OF THE SLAB STRUCTURAL SLAB TO ENGINEER'S DETAIL DRAINAGE PENETRATIONS

SCALE 1 : 20

6. 7. 8.

DRAINAGE LAYER PVC WATERPROOF MEMBRANE RIGID BASE PANELS MOVING INDEPENDENTLY OF THE SLAB STRUCTURAL SLAB TO ENGINEER'S DETAIL DRAINAGE PENETRATIONS

80mm DEPTH MULCH AS DETAILED

1500 MIN TREE PIT WIDTH

SOIL LEVEL SOIL AS SPECIFIED GEOTEXTILE MEMBRANE RIGID LINER PROTECTION

ADJACENT PAVING AS SPECIFIED

STRUCTURAL SOIL WATERPROOFING AND DRAINAGE AS ABOVE

ROOTBALL FIXING SYSTEM INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS

80mm DEPTH MULCH AS DETAILED

600 MIN.

1500 MIN DEPTH

WATERPROOFING AND DRAINAGE AS ABOVE

10. 11.

C -

TYPICAL TREE PIT ON SLAB

12.

SCALE 1 : 50 13.

THE LANDSCAPE CONTRACTOR SHALL GRADE PLANTING BEDS, AS REQUIRED, TO PROVIDE A POSITIVE DRAINAGE AND PROMOTE OPTIMUM PLANT GROWTH. ALL PLANTS SHALL BE PLANTED IN ACCORDANCE WITH ABU DHABI MUNICIPALITY APPROVED PRACTICES. ALL PLANTS SHALL BE FERTILIZED AS PER THE NURSERY GROWERS SPECIFICATIONS OR AS SPECIFIED. THE PLANTING SOIL SHALL BE A GOOD PLIABLE AND THROUGHLY MIXED MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND WATERHOLDING CAPACITY. IT SHALL ALSO BE FREE OF ALL EXTRANEOUS DEBRIS, SUCH AS ROOTS, STONES, WEEDS, ETC. THE PLANT MATERIAL SCHEDULE IS PRESENTED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT KEY, THE PLAN SHALL PREVAIL. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. PLANTING LOCATIONS THAT ARE SUBJECT TO CHANGE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT/ENGINEER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE SITE AND THE TENDER DOCUMENTS. DISCREPANCIES IN THE DOCUMENTS OR THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT/ENGINEER IN WRITING AT THE TIME OF TENDER OR DISCOVERY. NO ACCOUNT SHALL BE MADE AFTER CONTRACT COMPLETION FOR FAILURE TO REPORT SUCH CONDITION, OR FOR ERRORS ON THE PART OF THE LANDSCAPE CONTRACTOR AT THE TIME OF BIDDING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY APPLICABLE PERMITS AND LICENSES TO PERFORM THE WORK SET FORTH IN THIS PLAN AND THE SPECIFICATIONS. PLANT MATERIAL SHALL BE BID AS SPECIFIED UNLESS UNAVAILABE, AT WHICH TIME THE LANDSCAPE ARCHITECT/ ENGINEER WILL BE NOTIFIED BY TELEPHONE AND IN WRITING OF INTENDED CHANGES. ALL DIMENSIONS TO BE FIELD CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO LANDSCAPE MATERIAL INSTALLATION. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE LANDSCAPE ARCHITECT/ENGINEER. ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLANS. IF MATERIALS DO NOT ADHERE TO SPECIFICATIONS, THEY WILL BE REJECTED WITH PROPER INSTALLATION CARRIED OUT BY LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST. THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR THE COLLECTION, REMOVAL, AND PROPER DISPOSAL OF ORGANIC MATTER. ADJACENT PAVING AS SPECIFIED 80mm DEPTH MULCH AS DETAILED

Key Plan

Notes 1.

ALL MEASUREMENTS ARE IN MILLIMETERS (mm) UNLESS OTHERWISE STATED. DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER RELATED PROJECT INFORMATION, MATERIAL SCHEDULES, DETAIL DRAWINGS AND SPECIFICATIONS. ALL MATERIALS REQUIRE BOTH CLIENT AND LANDSCAPE ARCHITECT APPROVAL.

No.

Job Project Drawn Manager Director

Revision

Drawing Revisions

Note: * indicates signatures on original issue of drawing or last revision of d

GHD Global Pty Ltd

ADJACENT PAVING AS SPECIFIED

B -

SOIL LEVEL

Conditions of Use. This document may only be used by GHD's client (and an person who GHD has agreed can use this document) for the purpose for whic prepared and must not be used by any other person or for any other purpose.

SOIL LEVEL

TYPICAL PALM PIT ON SLAB

600 MIN.

80mm DEPTH MULCH AS DETAILED

SCALE 1 : 50

SOIL AS SPECIFIED

North

Scale Bars 0

STRUCTURAL SOIL

SOIL AS SPECIFIED

500

1000

1500

2000

SCALE 1:50 AT ORIGINAL SIZE 0

STRUCTURAL SOIL

250

500

750

1000

SCALE 1:25 AT ORIGINAL SIZE GEOTEXTILE MEMBRANE RIGID LINER PROTECTION WATERPROOFING AND DRAINAGE AS ABOVE

GEOTEXTILE MEMBRANE RIGID LINER PROTECTION

PVC WATERPROOF MEMBRANE

Client

SALAMA BINT HAMDAN AL NAHYAN FOUNDATION Al Mamoura A building, Mezzanine floor PO Box 62086 Abu Dhabi, UAE

STRUCTURAL SLAB TO ENGINEER'S DETAIL

SOIL AS SPECIFIED

TYPICAL SHRUBS ON SLAB

Landscape Consultant

SCALE 1 : 25

STRUCTURAL SOIL

TYPICAL SMALL PALM ON SLAB

ADJACENT PAVING AS SPECIFIED

SCALE 1 : 25

80mm DEPTH MULCH AS DETAILED

GEOTEXTILE MEMBRANE

ADJACENT PAVING AS SPECIFIED

Office 3rd Floor Guardian Tower, Danet Community, PO Box 45921, Abu Dhabi, UAE T 971 2 6968700 F 971 2 4472915 E abumail@ghd.com W www.ghd.com

RIGID LINER PROTECTION

SOIL LEVEL

WATERPROOFING AND DRAINAGE AS ABOVE

SOIL AS SPECIFIED

DRAINAGE LAYER

STRUCTURAL SOIL

RIGID BASE PANELS MOVING INDEPENDENTLY OF THE SLAB

SOIL LEVEL 600 MIN.

RIGID BASE PANELS MOVING INDEPENDENTLY OF THE SLAB

SOIL LEVEL

RIGID BASE PANELS MOVING INDEPENDENTLY OF THE SLAB

PVC WATERPROOF MEMBRANE

80mm DEPTH MULCH AS DETAILED

DRAINAGE LAYER

STRUCTURAL SLAB TO ENGINEER'S DETAIL

DRAINAGE LAYER

ADJACENT PAVING AS SPECIFIED

WATERPROOFING AND DRAINAGE AS ABOVE

1000 MIN.

The drainage within the park was another key element, as the park is to be constructed within a sealed bowl to exclude ground water penetration, which was too high in salts, and would have caused drowning of the plants, what with the interior level of the park being beneath the surrounding water table. The narrow tolerances on depths meant that working in conjunction with the Structural Engineers, we spent a great deal of time locating trees and designing mitigation measures to work with the structural requirements of the foundations.

PLANTING NOTES:

1000 MIN.

Working with Kew Gardens, we workshopped a number of options for the planting palette best suited to the very dynamic nature of the park’s microclimate. Not only did we need to decide on a palette, but a number of planting soils that would fulfill the selected species’ nutritional and performance requirements, many of which are desert species used to low nutrient levels.

300 MIN.

•

SOIL AS SPECIFIED

Client

STRUCTURAL SOIL

Project

PVC WATERPROOF MEMBRANE

STRUCTURAL SLAB TO ENGINEER'S DETAIL

Title

GEOTEXTILE MEMBRANE

RIGID LINER PROTECTION

WATERPROOFING AND DRAINAGE AS ABOVE

E -

TYPICAL LARGE SHRUB ON SLAB

WATERPROOFING AND DRAINAGE AS ABOVE

SCALE 1 : 25

DRAINAGE LAYER

PVC WATERPROOF MEMBRANE

RIGID BASE PANELS MOVING INDEPENDENTLY OF THE SLAB

STRUCTURAL SLAB TO ENGINEER'S DETAIL

H -

Plot Date: 13 August 2015 - 4:09 PM

TYPICAL LAWN ON SLAB SCALE 1 : 25

Plotted by: Grace Obmerga

STRUCTURAL SLAB TO ENGINEER'S DETAIL

G -

Cad File No:

G:\76\10454\CADD\Drawings\Landscape\76-10454-03-L1001.dwg

TYPICAL GROUNDCOVERS ON SLAB SCALE 1 : 25

Scale

AS SHOWN

Drawn

G.OBMERGA

Drafting Check Approved (Project Director)

N.KHALEK

Date

This Drawing must not be used for Construction unless signed as Appro

Drawing No.

DETAILED DESIGN

DO NOT SCAL Designed Design Check

Original

Rev.

Projects 2015-2018 Project

Hilton Conrad Hotel - Doha, Qatar

Project

Site Position

25°16’17.41”” N 51°30’47.26”´E

Key Features:

GHD are the lead consultants on the Conrad Hilton -Doha, a five-star hotel intended for business travellers to Qatar’s capitol city. As part of the team, the Landscape Architecture team undertook the design of the landscape areas around the hotel, which consisted of the porte cochere area and the pool deck on the roof. The multiple demands placed on these spaces for access, recreation and security required that a great deal of interdisciplinary coordination took place, in order to arrive at a workable solution for all parties. The pool area required special consideration to allow for the hot desert winds that sweep across the land and to make the most of the views out over the landscape beyond the development area. A rim flow pool capitalized on these views and flexible space planning allowed for multiple uses of space at different times of the day and night.

Client:

Conrad Hilton Group Asset Project Managers

Consultant Team:

Lead Consultants: GHD Engineers: GHD Landscape Architects GHD

Projects 2015-2018 Concept Sketches

These sketches prepared in Sketch up studied the options for the port cochere area. The fixes included an LPG gas tank and filler point which could only be accommodated under the planted bed area, and the security requirement for a safe housing for the filler point which would conform to the bylaws and at the same time not create an eyesore. Further, the wall was to act as an element of Hostile Vehicle Mitigation. The very active nature of the porte cochere also required ease of access and as much VIP parking as could be accommodated, without constricting the through-flow of traffic and the safe passage of pedestrians.

LUGGAGE ROOM

AV EQUIP. ROOM

LIFT P1

LIFT P4

LIFT S1

QIB

SHAFT

RETAIL 1

RETAIL 2

BABY CHNG RM LOBBY

IDF ROOM

Projects 2015-2018

BOH LIFT LOBBY

LIFT C2

LIFT S4 LIFT S5

ELEC. ROOM

KEY PLAN

TREES

ARRIVAL AREA

LIFT C1 GUEST LIFT LOBBY

CODE:

BOTANICAL NAME:

BUCbuc

BUCIDA BUCERAS

PHOdac

PHOENIX DACTYLIFERA

PALMS

V RM

SHRUBS VALET

CLOAK ROOM

WEATHER LOBBY

CLEine

CLERODENDRUM INERME

HYMlit

HYMENOCALLIS LITTORALIS

STRreg

STRELITZIA REGINAE

CART RM

BALLROOM 3 LOBBY LOUNGE

GROUNDCOVERS

SAFT. DEPOSIT

CARmac

CARISSA MACROCARPA

CUPhys

CUPHEA HYSSOPIFOLIA

##:

## CARmac

NUMBER OF PLANTS PLANT SPECIES

CARmac ABBREVIATION E.G. CARmac (CARISSA MACROCARPA) FEMALE TOILET

NOTE: - REFER TO DRG. L9060 FOR PLANTING DETAILS. - REFER TO DRG. L0007 FOR PLANTING SCHEDULE.

WEATHER LOBBY

BALLROOM 2

LIFT S6

q Planting on the pool deck was kept to fairly low densities to allow for the greatest number of recliners around the pool, and at night the space is utilized as an entertainment area servicing the pool bar.

MALE TOILET

BALLROOM PREFUNCTION LIFT S7

STAIR 1

SERVICE LIFT LOBBY

STAIR 4

HOT KITCHEN QIBL

STORAGE BALLROOM 1

SHAFT

HVAC AHU

DISH WASH

IPTV

LIFT P7 SERVICE LIFT LOBBY

BEVERAGE LI

ALL DAY BRASSERIE

INFINITY EDGE

LIFT P8

LIF DRY VANITY

PARKING AREA

35 CARmac UP

77 CUPhys

STAIRS 2

23 HYMlit SWIMMING POOL (22.2m X 5.6m)

75 STRreg LIFEGUARD TOWER

OUTDOOR SHOWER

MALE TOILET

FEMALE TOILETS 11 HYMlit

LIFT S2 DRY VANITY

8 HYMlit

GAS FILLING AREA BOS

GAS TAN

BOS

No.

24 CUPhys

Job Project Drawn Manager Director

Revision

LIFT S1

LIF

Date JACUZZI

Drawing Revisions CABANA

FIRE FIGHTER LIFT LOBBY

17 HYMlit

23 HYMlit

CABANA FIXED

FIXED

Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD Global Pty Ltd

65 CARmac

120 HYMlit 342 CARmac

206 CUPhys

60 HYMlit 68 HYMlit

1 CLEine

4 CLEine

LIFT S3

4 CLEine

SERVICE STATION

4 CLEine 1 CLEine

SERVICE LIFT LOBBY

GHD Level 23 Al Asmakh Tower West Bay PO Box 14352 Doha, Qatar T 974 4428 9444 F 974 4444 6127 E dohmail@ghd.com W www.ghd.com

Planting for the porte cochere areas was restricted to the planted wall along the front. Other planting will be incorporated into pots which form part of the HVM strategy

POOL DECK BAR

Project

Title 3 CLEine

F&B 5 ROOF RESTAURANT TOILET

4 CLEine

SOFT LANDSCAPE PLAN PORTE' COCHERE

Scale

1:100

Drawn

M. JUNTEREAL

DOUBLE BED CABANA

Drafting Check Approved (Project Director) Date

DO NOT SCALE DOUBLE BED Designer

CABANA

S. CHRZANOWSKI

DOUBLE BED CABANA

Design Check

This Drawing must not be used for Construction unless signed as Approved

1 CLEine

Drawing No.

SCHEMATIC DESIGN Cad File No:

BAR PANTRY

4 CLEine

Client

75-11180-L5000

Original Size

Rev.

STAFF TOILET

G:\76\10621\CADD\Drawings\Landscape\75-11180-L5000.dwg

1 CLEine

3 CLEine

SCHEMATIC D Plot Date: 24 April 2017 - 9:51 AM

Plotted by: Myrwen Juntereal

Cad File No:

G:\76\10621\CADD\Drawings\Landscape\75-11180-L5001.dwg

Projects 2015-2018

SWIMMING POOL/ PLANTING AREA

POOL DECK/ CABANA SEE L801 "B"

SERVICE

QIB

KEY PLAN

+45.95 TOR

+44.75 TOW +44.55 TOW

+44.09 TOW +43.90 SSL ROOF DECK

+43.90 TOW

+44.15 FFL

+44.10 WL

+43.90 TOW

4 3

+44.15 FFL

+43.90 TOW

1150

2 +43.20 TOW

(PV-07)

+43.20 BOF

+43.25 BOP

+42.95 BOP

q Section through the porte cochere area. The proposed tree was changed to an art piece, as seen below.

+41.40 FFL +41.20 FFL POOL SERVICES

A L101

LANDSCAPE SECTION SCALE 1 : 25

SEE L801 "A"

MASSAGE CABANA

PARKING/ DRIVEWAY

PLANTING SEE L800 "B"

PLANTING/ SIGNAGE/ FLAG POLE

KEY PLAN

No.

Job Project Drawn Manager Director

Revision

Date

Drawing Revisions Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD Global Pty Ltd

+44.45 FFL

43.90 SSL ROOF DECK

GHD Level 23 Al Asmakh Tower West Bay PO Box 14352 Doha, Qatar T 974 4428 9444 F 974 4444 6127 E dohmail@ghd.com W www.ghd.com

Client

Project

LANDSCAPE SECTION ROOF TOP POOL 1:25

Drawn

M. JUNTEREAL

Designer

+1.25 TOW

S. CHRZANOWSKI

+1.05 TOW

Design Check +0.70 FFL

+0.60 FFL

+0.72 FGL

B L101 Plot Date: 24 April 2017 - 9:53 AM

Plotted by: Myrwen Juntereal

Cad File No:

LANDSCAPE SECTION SCALE 1 : 25

SCHEMATIC DESIGN

75-11180-L8001

Original Size +0.15 TOK

Rev.

+0.75 TOK

+0.70 FFL 1% SLOPE

This Drawing must not be used for Construction unless signed as Approved

Drawing No.

+0.70 FFL

+1.05 TOW

1% SLOPE

+0.12 FGL

G:\76\10621\CADD\Drawings\Landscape\75-11180-L8001.dwg

LINE OF RAMP

A -

Section through the pool deck

LANDSCAPE SECTION SCALE 1 : 25

DROP-OFF AREA

DRIVEWAY

SEE L800 "B"

No.

Job Project Drawn Manager Director

Revision

Date

Drawing Revisions Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD Global Pty Ltd

BUILDING

GHD Level 23 Al Asmakh Tower West Bay PO Box 14352 Doha, Qatar T 974 4428 9444 F 974 4444 6127 E dohmail@ghd.com W www.ghd.com

Client

Project

Title +1.05 TOW

+0.60 FFL

+0.70 FFL

2% SLOPE

+0.70 FFL

1% SLOPE 100

+0.70 FFL

LANDSCAPE SECTION PORTE' COCHERE DO NOT SCALE

Scale

1:50

Drawn

M. JUNTEREAL

Drafting Check Approved (Project Director)

150

+0.60 FFL

350 450

Drafting Check Approved (Project Director) Date

+2.00 TOW

DO NOT SCALE

Scale

150

Title

41.20 FFL POOL SERVICES

Date

Designer

S. CHRZANOWSKI

Design Check

This Drawing must not be used for Construction unless signed as Approved

B Plot Date: 24 April 2017 - 9:53 AM

Plotted by: Myrwen Juntereal

Cad File No:

G:\76\10621\CADD\Drawings\Landscape\75-11180-L8000.dwg

Drawing No.

LANDSCAPE SECTION SCALE 1 : 25

SCHEMATIC DESIGN

75-11180-L8000

Original Size

Rev.

Projects 2015-2018 Project

Shakhbout 4 Parks - Shakhbout, Abu Dhabi, United Arab Emirates

Project

Site Position

24°23’32.83”” N 54°39’32.15´´E

Key Features:

As part of the development of the Khalifa City B area, the Abu Dhabi Municipality commissioned GHD to design four new parks at various sites around Shakhbout. These parks were to be multifunctional and to offer as wide a variety of activities as could be accommodated into the space provided. Playgrounds for different age groups were a prerequisite, as well as kick-about spaces and barbecue areas. GHD developed two options for each park from four different themes, and in consultation with the ADM, designs were selected and developed from the approved Concept Designs through to tender documentation.

Client: Abu Dhabi Municipality (ADM) Consultant Team: GHD

Lead Consultants: GHD Engineers: GHD

p The parks were designed to one of four different themes, namely Wadi, Beach, Desert and Mountain. Creating multi-use space areas which offered as much shade as possible, whilst conforming to the tight water usage restrictions required creative solutions and zoning of hard and soft landscape areas for maximum effect.

Projects 2015-2018 Photos

p One park has a splash pad for kids to play in during warm periods, the other has a climbing structure that allows kids to clamber up and down steps and a small climbing wall. Another has a large sand pit area to allow kids to dig and play as if they were at the beach.

p Natural stone was introduced around the barbecue areas to create a desert feel to the picnic spaces, and to demarcate the individual spaces for each family or user group. Hedges were introduced to create privacy between different picnic areas, so families could feel comfortable without risk of intrusion.

Projects 2015-2018

XX:00 - -

"PARK ENTRANCE" SIGNAGE REFER DRG. L816 DETAIL B

SF:02

SURFACE FINISH TYPE 2 KICKABOUT ARTIFICIAL TURFSCOPE OF WORK REFER DRG. L805 DETAIL F

PLAYGROUND FALL SAND REFER DRG. L805 DETAIL ESF:02

SF:01

LANDSCAPE CONSTRUCTION (LC)

SF:03

SURFACE FINISH TYPE 3 LC:01 SPLASHPAD SURFACING REFER DRG. L805 DETAIL G PLAYGROUND FENCE

SF:04

SURFACE FINISH TYPE 4 BARK MULCH REFER DRG. L805 DETAIL H

SF:02

SURFACE FINISH TYPE 2 KICKABOUT ARTIFICIAL TURF SF:03 REFER DRG. L805 DETAIL F

SURFACE FINISH TYPE 3 SPLASHPAD SURFACING REFER DRG. L805 DETAIL G

SF:03

SURFACE FINISH TYPE 3 SPLASHPAD SURFACING SF:04 REFER DRG. L805 DETAIL G

SURFACE FINISH TYPE 4 BARK MULCH REFER DRG. L805 DETAIL H

SF:04

SURFACE FINISH TYPE 4 BARK MULCH REFER DRG. L805 DETAIL H

REFER TO DRG. L806, DETAIL A LC:02 CLIMBING STRUCTURE

REFER TO DRG. L818, DETAIL A LC:03 SEATING WALL REFER TO DRG. L806, DETAIL D PV:02

PV:02 X

SCOPE OF WORK

SF:04

PV:01

LC:05 NATURAL ROCKS

No.

LG:01 "PARK ENTRANCE" SIGNAGE REFER DRG. L816 DETAIL B

LP:04 LF:05 PLAYBOOSTER 03 GENERAL FIXED BOLLARD ( PARK ENTRANCE)REFER DRG L808 DETAIL B REFER TO DRG. L807, DETAIL G LP:05 OODLE SWING LF:06 REFER DRG L808 DETAIL B LANDSCAPE PICNIC TABLE REFER TO DRG. L807, DETAIL C LP:06 GRANDIOSO CHIMES LF:07 REFER DRG L808 DETAIL B REMOVABLE BOLLARD ( PARK ENTRANCE) X

LC:06 PUMP IRRIGATION FENCE REFER TO DRG. L884, DETAIL A

LP:03 TOPSYTURNY SPINNER REFER DRG L808 DETAIL B

LG:02 "PLAYGROUND RULES" SIGNAGE REFER DRG. L816 DETAIL A

LP:04 PLAYBOOSTER 03 REFER DRG L808 DETAIL B

SCOPE OF WORK

LP:07 VIVO METALOPHONE REFER DRG L808 DETAIL B

LC:05 NATURAL ROCKS

Notes

LP:06 GRANDIOSO CHIMES REFER DRG L808 DETAIL B

LC:01 PLAYGROUND FENCE REFER TO DRG. L806, DETAIL A REFER TO DRG. L806, DETAIL E

Notes

LP:05 OODLE SWING REFER DRG L808 DETAIL B

CONSTRUCTION (LC)

LP:07 VIVO METALOPHONE REFER DRG L808 DETAIL B

LC:06 PUMP IRRIGATION FENCE REFER TO DRG. L884, DETAIL A

Revision

Drawn Checked Approved

Date No.

Drawn Checked Approved

OF WORK SCOPE SCOPE OF WORK

Date

LG:01

SCOPE OF WORK

North

LG:01

LF:03

Scale Bars

AL QIB'LA

2.5

SF:02SF:02

7.5

PV:03

LF:03

LF:02

LF:06 LF:02

PV:03

PV:01

Drawn Checked Approved

LF:06

Date

2.5

GHD Global Pty Ltd

North

7.5

12.5m

Scale Bars

AL QIB'LA

SCALE 1:250 AT ORIGINAL SIZE

LF:01

2.5

7.5

12.5m

SCALE 1:250 AT ORIGINAL SIZE

SF:04

LF:02

PV:03

12.5m PV:02

SCALE 1:250 AT ORIGINAL SIZE

Scale Bars

AL QIB'LA

PV:03

Revision

Drawing Revisions Note: * indicates signatures on original issue of drawing or last revision of drawing

Note: * indicates signatures on original issue of drawing or last revision of drawing

GHD Global Pty Ltd

LS:04 SHADE STRUCTURE TYPE 4 REFER DRG. L835 DETAIL A

LP:02 LP:06 RUSHWINDER SLIDE REFER DRG L809 DETAIL B

Revision

LF:05

LF:07LF:05

LF:07

Drawing Revisions

North

LP:01 LP:03 50' ZIPKROOZ REFER DRG L809 DETAIL B X

LP:02 SINGLE POST SWING HAFL BUCKET SEATS REFER DRG L808 DETAIL B

FINISH

(LG)

Note: * indicates signatures on original issue of drawing or last revision of drawing

LG:01

PARK 02

SF:04

COLOUR LP:02 SINGLE POST SWINGSIGNAGE HAFL BUCKET SEATS BBQ PITS REFER DRG. L807, REFER DRG L808 DETAIL B

LP:03 LF:04 TOPSYTURNY SPINNER TREE GRATE REFER DRG L808 DETAIL B REFER TO DRG. L807, DETAIL E & F

Drawing Revisions

LS:03 SHADE STRUCTURE TYPE 3 REFER DRG. L833 DETAIL A

PLAY EQUIPMENT (LP)

LC:04

LS:04 LANDSCAPE CONSTRUCTION (LC) SHADE STRUCTURE TYPE 4 REFER DRG. L835 DETAIL LC:01 A PLAYGROUND FENCE REFER TO DRG. L806, DETAIL A REFER TO DRG. L806, DETAIL E

XX:00 -

No.

LS:02 SHADE STRUCTURE TYPE 2 REFER DRG. L832 DETAIL A

LC:06 PUMP IRRIGATION FENCE REFER TO DRG. L884, DETAIL A

LF:03

NATURAL DETAIL D

LG:02 "PLAYGROUND RULES" SIGNAGE LS:03 REFER DRG. L816 DETAIL A SHADE STRUCTURE TYPE 3 GENERAL REFER DRG. L833 DETAIL A SCOPE OF WORK

LP:01 PLAYBOOSTER 02 REFER DRG L808 DETAIL B

GHD Global Pty Ltd

LF:05

LF:01

LF:02 BENCH REFER DRG. L807, DETAIL B

FINISH

PARK 01

LS:01 SHADE STRUCTURE TYPE 1 REFER DRG. L831 DETAIL A

LC:05 NATURAL ROCKS LG:01

COLOUR

Key Plan

PLAY EQUIPMENT (LP) PAVING TYPE

LANDSCAPE STRUCTURE (LS)

LC:04 SEATS/STEPS REFER TO DRG. L806, DETAIL E

LF:03

LF:05

ADJOINS DRG. 76-10579-L102

LF:01

LC:05

PV:02

SHADE STRUCTURE TYPE 4 SURFACE FINISH TYPE 1 REFER DRG. L835 DETAIL A

LF:01 PARK 01 RUBBISH BIN REFER DRG. L807, DETAIL A

SIGNAGE (LG)

LF:05 FIXED BOLLARD ( PARK ENTRANCE) SURFACE FINISH TYPE 1 REFER TO DRG. L807, DETAIL G PLAYGROUND FALL SAND REFER DRG. L805 DETAIL E LF:06 PICNIC TABLE REFER TO DRG. L807, SURFACE FINISH TYPE 2 DETAIL C Notes KICKABOUT ARTIFICIAL TURF REFER DRG. L805 DETAIL FLF:07 REMOVABLE BOLLARD ( PARK ENTRANCE)

SF:01

FINISHES LANDSCAPE SURFACE LS:04

LANDSCAPE FIXTURE (LF) PLAY EQUIPMENT (LP)

LS:02 LG:01 SHADE STRUCTURE TYPE 2 "PARK ENTRANCE" SIGNAGE REFER DRG. L832 DETAILREFER A DRG. L816 DETAIL B

LF:04 TREE GRATE GRAVEL REFER DRG. L805 DETAIL D REFER TO DRG. L807, DETAIL E & F

GRAVEL REFER DRG. L805 DETAIL D

PAVING TYPE

LS:01 XX:00 - 1 SHADE STRUCTURE- TYPE REFER DRG. L831 DETAIL A

PV:03 LS:03 SHADE STRUCTURE TYPE 3 REFER DRG. L833 DETAIL A SURFACE FINISHES LANDSCAPE

PV:03

GENERAL

LF:02

PV:02

SF:01

LG:02 SURFACE FINISH TYPE 1 PLAYGROUND FALL SAND "PLAYGROUND RULES" SIGNAGE REFER DRG. L805 DETAIL E REFER DRG. L816 DETAIL A

LANDSCAPE STRUCTURE (LS)

LF:03 GATCH (BBQ AREAS) REFER DRG. L805 DETAIL BNATURAL BBQ PITS REFER DRG. L807, DETAIL D

GATCH (BBQ AREAS) REFER DRG. L805 DETAIL B

PV:02

LG:01 D GRAVEL REFER DRG. L805 DETAIL

LANDSCAPE SURFACE FINISHES

LF:06

REFER DRG. L805 DETAIL A LS:02 SHADE STRUCTURE TYPE PV:02 2 REFER DRG. L832 DETAIL A

FINISH

COLOUR

SIGNAGE (LG) PV:03

EXPOSED AGGREGATE MAIN WALKWAYS PAVING

PV:01

GATCH (BBQ AREAS) REFER DRG. L805 DETAIL B

PV:02

LF:01 Key Plan RUBBISH BIN REFER DRG. L807, DETAIL A EXPOSED AGGREGATE MAIN WALKWAYS PAVING LF:02 REFER DRG. L805 DETAIL ABENCH REFER DRG. L807, DETAIL B

PAVINGS SHADE STRUCTURE TYPE 1 REFER DRG. L831 DETAIL A PV:01

PAVINGS

Key Plan

LANDSCAPE FIXTURE (LF)

PAVING (PV)

LS:01 PAVING (PV)

PAVING TYPE

EXPOSED AGGREGATE MAIN WALKWAYS PAVING REFER DRG. L805 DETAIL A

PV:01

ADJOINS DRG. 76-10579-L101

LANDSCAPE STRUCTURE (LS)

PAVINGS

PAVING (PV)

PV:02

LF:05

X X

SF:02

LANDSCAPE FIXTURE (LF)

X X

LP:01 LP:01

X X X

X X

SCOP

X X

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

X X X

X X

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

X X

Client

X X

Client

LF:06 PICNIC TABLE REFER TO DRG. L807, DETAIL C X

X X

LS:02 LS:02 BEBE - -

LF:05 FIXED BOLLARD ( PARK ENTRANCE) REFER TO DRG. L807, DETAIL G

WORK WORK E OF E OF SCOP

X X

X X X

X X

Project

X X

LF:01

SF:01 SF:01

LS:01 LS:01 BEBE - -

LF:07 REMOVABLE BOLLARD ( PARK ENTRANCE)

LF:02

X X

LC:01

X X

LF:04 TREE GRATE REFER TO DRG. L807, DETAIL E & F

LP:03

SCOPE OF WORK

LP:02

X X

LG:02

SCOPE OF WORK

X X

LP:02

LS:02 BE -

LC:05

LP:01

SF:01

SF:02

LC:05

LF:03 NATURAL BBQ PITS REFER DRG. L807, DETAIL D

PV:01

SF:04 SF:04

LP:04

PV:01

LF:02 LF:02

LF:01 LF:01

LF:02 LG:02 BENCH REFER DRG. L807, DETAIL B

LF:01 LC:02

LF:01 RUBBISH BIN REFER DRG. L807, DETAIL A X

LS:01 BE -

LP:04 OODLE SWING SF:01 LWDRG L809 DETAIL B REFER

PLAYSHAPER SENSORY PLAY REFER DRG L809 DETAIL B

LF:02

LP:07

LC:03

X X

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

Title

X X

LS:03 BE -

X X

LC:01

LF:05

Client

Scale

1:250

Drawn

G.OBMERGA

Designed A.HAMDY

X X

Drafting Check

LP:04

DO NOT SCALE

X X

Project

Design Check

Approved

X X

LG:02

X X

SF:04

Drawing No.

This Drawing must not be used for Construction unless signed as Approved

Title

LS:01 BE -

X X

SCOPE OF WORK

LS:02 BE -

LP:03

SF:04

Plot Date: 10 July 2016 - 10:34 AM

LF:05 LF:07

Plotted by: Hazel De Guzman

During the design process, an instruction came through from the client to severely cut back on the construction budget. The A1 Value Engineering process required extensive C PRELIMINARY 76-10579-L103 redesign in order to retain the original design intent and yet to comply with the new budgets. Cad File No:

Scale G:\76\10579\CADD\Drawings\Landscape\76-10579-L102.dwg 1:250 Plot Date: 10 July 2016 - 10:25 AM Plotted by: Hazel De Guzman Drawn

G.OBMERGA

Drafting Check

DO NOT SCALE Cad File No:

Designed A.HAMDY

Design Check

Approved Date

This Drawing must not be used for Construction unless signed as Approved

Drawing No.

Original Size

Rev.

Plot Date: 10 July 2016 - 10:35 AM

Plotted by: Hazel De Guzman

Cad File No: G:\76\10579\CADD\Drawings\Landscape\76-10579-L103.dwg

G:\76\10579\CADD\Drawings\Landscape\76-10579-L101.dwg

PRELIMINARY

76-10579-L102

1:250

Drawn

G.OBMERGA

DO NOT SCALE Designed A.HAMDY Design Check

Approved

Date

SF:01

LG:02

Scale

Drafting Check

Original Size

A1 C Rev. PRELIMINARY

This called for creativity in design to deliver these parks within this budget, but we were able to achieve this through simplification of construction methods and substitution of materials.

Date This Drawing must not be used for Construction unless signed as Approved

Drawing No.

76-10579-L101

Original Size

Rev.

A1 C

Projects 2015-2018 PLAY EQUIPMENT (LP)

Key Plan

PV:01

GRAVEL REFER DRG. L805 DETAIL D

SF:01

SURFACE FINISH TYPE 1 PLAYGROUND FALL SAND REFER DRG. L805 DETAIL E

Notes

LG:01

SF:02

LC:05 NATURAL ROCKS

SF:03

SURFACE FINISH TYPE 3 SPLASHPAD SURFACING REFER DRG. L805 DETAIL G

SF:04

SURFACE FINISH TYPE 4 BARK MULCH REFER DRG. L805 DETAIL H

X X X

X X

LG:02

LG:01

X X

SCOPE OF WORK

LS:03 SHADE STRUCTURE TYPE 3 REFER DRG. L833 DETAIL A

SUBSTATION

SCOPE OF WORK

LF:07

LF:07 REMOVABLE BOLLARD ( PARK ENTRANCE)

LANDSCAPE WATER FEATURE (LW)

LF:07 REMOVABLE BOLLARD ( PARK ENTRANCE)

Plot Date:

ETISALAT MANHOLE

LP:01 PLAYBOOSTER 06 REFER DRG L811 DETAIL B

Client

LP:02 10 July 2016 - 10:36 AM Plotted by: SINGLE POST SWING BELT SEATS REFER DRG L811 DETAIL B

Project

LP:03 SINGLE POST SWING HALF BUCKET SEATS REFER DRG L811 DETAIL B LP:04 SEESAW REFER DRG L811 DETAIL B

LP:06 DRUMS REFER DRG L811 DETAIL B

PRELIMINARY Cad File No:

G:\76\10579\CADD\Drawings\Landscape\76-10579-L105.dwg

7.5

12.5m

Project

Scale

1:250

Drawn

G.OBMERGA

DO NOT SCALE Designed A.HAMDY Design Check

Approved Date This Drawing must not be used for Construction unless signed as Approved

PRELIMINARY Cad File No:

G:\76\10579\CADD\Drawings\Landscape\76-10579-L104.dwg

Title

Scale

1:250

Drawn

G.OBMERGA

Drafting Check

DO NOT SCALE Designed A.HAMDY Design Check

Approved Date This Drawing must not be used for Construction unless signed as Approved

Drawing No.

Plotted by: Hazel De Guzman

Drawing No.

Hazel De Guzman

LP:05 PLAY SHAPER 2 REFER DRG L811 DETAIL B

Plot Date: 10 July 2016 - 10:37 AM

2.5

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

Drafting Check

3rd Floor, Guardian Tower, Danet Community Muroor Road, Abu Dhabi, UAE T 971 2 696 8700 F 971 2 447 2915 E abumail@ghd.com W www.ghd.com

PARK 04 LF:05

Title

PLAY EQUIPMENT (LP)

SCOPE OF WORK

Scale Bars

AL QIB'LA

Client

LF:06 PICNIC TABLE REFER TO DRG. L807, DETAIL C

LF:02

LF:06 PICNIC TABLE REFER TO DRG. L807, DETAIL C

LW:01 LANDSCAPE WATER FEATURE - SPLASHPAD REFER DRG. L814 DETAIL A

LF:04 TREE GRATE REFER TO DRG. L807, DETAIL E & F

ETISALAT TOWER

Date

LF:05 FIXED BOLLARD ( PARK ENTRANCE) REFER TO DRG. L807, DETAIL G

LF:01

Drawn Checked Approved

GHD Global Pty Ltd

LF:04 TREE GRATE REFER TO DRG. L807, DETAIL E & F

LF:05

LF:03 NATURAL BBQ PITS REFER DRG. L807, DETAIL D

LF:06

Revision

Drawing Revisions

X X X

12.5m

LF:03

No.

LF:02 BENCH REFER DRG. L807, DETAIL B

PV:02

SF:04

LC:06 PUMP IRRIGATION FENCE REFER TO DRG. L884, DETAIL A

7.5

LG:01

LC:05

X X X X X

X X

2.5

LF:01 RUBBISH BIN REFER DRG. L807, DETAIL A

LF:07

LF:03 NATURAL BBQ PITS REFER DRG. L807, DETAIL D

LS:03 BE -

SCALE 1:250 AT ORIGINAL SIZE

SF:02

LS:02 SHADE STRUCTURE TYPE 2 REFER DRG. L832 DETAIL A

LP:03 LP:03

SF:02

LANDSCAPE FIXTURE (LF)

LF:05

LS:01 SHADE STRUCTURE TYPE 1 REFER DRG. L831 DETAIL A

LF:01 RUBBISH BIN REFER DRG. L807, DETAIL A

PV:01

Scale Bars

AL QIB'LA

PV:01

LC:01 PLAYGROUND FENCE REFER TO DRG. L806, DETAIL A REFER TO DRG. L806, DETAIL E

LF:02 BENCH REFER DRG. L807, DETAIL B

LP:02

Date

GHD Global Pty Ltd

LS:04 SHADE STRUCTURE TYPE 4 REFER DRG. L835 DETAIL A

LANDSCAPE FIXTURE (LF)

X X

Drawn Checked Approved

LP:01

SCALE 1:250 AT ORIGINAL SIZE

LC:01

LS:04 SHADE STRUCTURE TYPE 4 REFER DRG. L835 DETAIL A

SF:01

Revision

LS:04 BE -

Drawing Revisions

North

LG:02

SF:01

SURFACE FINISH TYPE 4 BARK MULCH REFER DRG. L805 DETAIL H

LANDSCAPE STRUCTURE (LS)

North

SCOPE OF WORK

X X

SF:04

LP:03

LC:01

SURFACE FINISH TYPE 3 SPLASHPAD SURFACING REFER DRG. L805 DETAIL G

SF:04

LS:03 SHADE STRUCTURE TYPE 3 REFER DRG. L833 DETAIL A

SF:01

LS:01 BE -

LP:06

No.

LF:02

Note: * indicates signatures on original issue of drawing or last revision of drawing

LP:01

LS:01 BE -

X X X

LP:03

SF:03

Notes

LS:02 SHADE STRUCTURE TYPE 2 REFER DRG. L832 DETAIL A

LP:05

LC:01

LC:05

LP:04

SCOPE OF WORK

SF:03 LF:01 SF:04

SURFACE FINISH TYPE 2 KICKABOUT ARTIFICIAL TURF REFER DRG. L805 DETAIL F

SF:02

Note: * indicates signatures on original issue of drawing or last revision of drawing X

FINISH

LW:01

PV:02

SURFACE FINISH TYPE 1 PLAYGROUND FALL SAND REFER DRG. L805 DETAIL E

LC:05 NATURAL ROCKS LF:06

LS:01 SHADE STRUCTURE TYPE 1 REFER DRG. L831 DETAIL A

LF:01

LANDSCAPE STRUCTURE (LS)

LF:02

SF:04

LC:06 PUMP IRRIGATION FENCE REFER TO DRG. L884, DETAIL A

SF:04

SF:01

LANDSCAPE CONSTRUCTION (LC)

SUBSTATION

ETISALAT TOWER

LANDSCAPE SURFACE FINISHES

PAVING TYPE

SCOPE OF WORK

SF:04

GENERAL

ETISALAT MANHOLE

LG:01

LF:03

LF:05

SURFACE FINISH TYPE 2 KICKABOUT ARTIFICIAL TURF REFER DRG. L805 DETAIL F

LC:01 PLAYGROUND FENCE REFER TO DRG. L806, DETAIL A REFER TO DRG. L806, DETAIL E

SCOPE OF WORK

LF:05

GRAVEL REFER DRG. L805 DETAIL D

LG:02 "PLAYGROUND RULES" SIGNAGE REFER DRG. L816 DETAIL A

LANDSCAPE SURFACE FINISHES

SCOPE OF WORK

GATCH (BBQ AREAS) REFER DRG. L805 DETAIL B

PV:03

PV:02

LP:03 SADDLE SPINNERS REFER DRG L810 DETAIL B

"PARK ENTRANCE" SIGNAGE REFER DRG. L816 DETAIL B

LP:02 SINGLE POST SWING BELT SEATS REFER DRG L810 DETAIL B

LG:01

LANDSCAPE CONSTRUCTION (LC) X

EXPOSED AGGREGATE MAIN WALKWAYS PAVING REFER DRG. L805 DETAIL A

SIGNAGE (LG)

SCOPE OF WORK

PV:03

COLOUR

GENERAL

GATCH (BBQ AREAS) REFER DRG. L805 DETAIL B

LG:02 "PLAYGROUND RULES" SIGNAGE REFER DRG. L816 DETAIL A

PV:02

LG:01 "PARK ENTRANCE" SIGNAGE REFER DRG. L816 DETAIL B

PV:01

XX:00 -

FINISH

SIGNAGE (LG)

EXPOSED AGGREGATE MAIN WALKWAYS PAVING REFER DRG. L805 DETAIL A

COLOUR

PAVINGS

LP:01 PLAYBOOSTER 01 REFER DRG L810 DETAIL B

PAVING (PV) PAVING TYPE XX:00 -

Key Plan

PAVING (PV) PAVINGS

PARK 01 PARK 03

76-10579-L105

Original Size

Rev.

A1 C

76-10579-L104

Original Size

Rev.

A1 C

Projects 2015-2018 Project

Jumiera Living Marina Gate, Dubai, United Arab Emirates 25°5’12.99”” N

Site Position

55°8’48.18”´E

Key Features:

The last of three towers in the Marina Gate Development, the client wanted a landscape distinct from the other two towers, as this would be a separate development without access to the other two, and was designed as a five-star hotel and residential apartment complex. The client opted for a curvilinear design on the landscape. The level differences across the deck, dictated by the swimming pool build up created various spaces which were allocated to different uses including a Paddle Tennis Court, multi-purpose activity area, a swimming pool, kids pool and play area and a raised restaurant area. The challenge of the different levels became an asset to the design of the landscape.

Client: ALEC Consultant Team:

Lead Consultants: GHD Engineers:

GHD

Landscape Architects: GHD

Projects 2015-2018 Concept Imagery

The strongest asset of the site is the unparalleled view along the length of the Dubai Marina, which was obviously a strong element to be celebrated within the design. Besides celebrating this view with a rim-flow pool, careful consideration was needed for the wind which required an extensive study due to the towers in the neighbourhood. Shading from these surrounding towers was another element which required design interventions on the pool deck.

A combination of travertine and wood surfacing is intended to mix softer elements with the resilience of stone.

p The pool deck on the seventh floor enjoys spectacular views down the Dubai Marina

Projects 2015-2018 STATUS

LEGEND PV:05

PV:06 NO BR

PV:05 NO BR

PV:04 BE BR

PV:06 NO BR

PV:07 NO BR

PV:07 BR NO

LF:05

LF:03

SF:02

LF:01 LF:02 LC:01

LC:01

SF:04 SF:02

SF:02

PV:04 BE BR

PV:08 TK -

PV:06 NO BR

PV:07 NO BR

LF:01

PV:04 BE BR

SF:03

LF:01

PV:06 NO BR

PV:04 BE BR PV:07 NO BR

LP:01

PV:05 NO BR

LC:04 SF:02

SF:02 LC:04

PV:04 BE BR PV:07 NO BR

LS:02

LF:05

SF:02

PV:06 NO BR LC:04 SF:02

SF:02

SF:02 LC:04 PV:08 TK -

LF:02

PV:08 TK -

LF:02

LF:01

LITTER BINS REFER TO ID PACKAGE

LF:02

TABLE & CHAIRS REFER TO ID PACKAGE

LF:03

BARBECUE REFER TO DRG. 08014, DETAIL C, D

GENERAL NOTES

LANDSCAPE CONSTRUCTION (LC)

SPORTS SURFACE BY SPECIALIST CONTRACTOR

SF:02 SF:04

25-75mm NATURAL PINE BARK MULCH NUGGETS GRADE 'A'

SF:04

MOSAIC POOL TILE 25x25mm KL-75 (LIGHT BLUE) 25x25mm KL-75 (MID BLUE) 25x25mm KL-75 (MID-DARK BLUE) 25x25mm KL-75 (DARK BLUE) REFER TO DRG. 08019

LF:05

A. DO NOT SCALE FROM THE DRAWINGS

LC:02

PERGOLA REFER TO DRG. 08015

LC:03

TOWEL DESK REFER TO DRG. 08014, DETAIL A, B

LC:04

TIMBER SEAT REFER TO DRG. 08013

SF:02 PV:05 NO BR PV:06 NO BR

B. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER C. ALL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE COMMENCEMENT OF ANY WORK D. RL +0.00 = 3.870 DMD

Rev

85% 5% 5% 5%

Description

PAVING TYPES

COLOUR:

FINISH

BE - BEIGE BR - BRUSHED CH - CHARCOAL NO - NOCHE RE - RED TK - TEAK

SELECT GROUP

FINISH:

TOP OF WALL

±000.00 FFL

FINISHED SURFACE LEVEL

±000.00

FINISHED GROUND LEVEL

SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates T +971 43683355 F +971 4 368 3344

CAPITOL 3 LIMITED

PADDLE TENNIS COURT REFER TO DRG. 08004

LP:02

PROJECT NAME AND LOCATION

JUMEIRAH LIVING MARINA GATE

LANDSCAPE STRUCTURES (LS)

SF:02

PV:04 BE BR

PV:08 TK -

LF:01

SF:02

LC:03 PV:06 NO BR

PLOT NO. 3925336, MARINA DISTRICT 10, DUBAI, UNITED ARAB EMIRATES PROJECT DESCRIPTION

KIDS' POOL SHADE STRUCTURE REFER TO DRG. 08016, DETAIL A

LS:01

2B + G + M + 8P + 48 + ROOF Project Number

LC:04

PLAYGROUND SHADE STRUCTURE REFER TO DRG. 08016, DETAIL B

LS:02

Hard landscape plan for the pool deck.

LEAD CONSULTANT

PV:06 NO BR

SF:02

Date

OWNER'S NAME

PLAY STRUCTURE REFER TO DRG. 08003, DETAIL - A

LP:01

SETOUT AND LEVELS CODES ±000.00 TOW

Drawn Chk'd

DEVELOPER'S NAME

LANDSCAPE PLAY EQUIPMENT / FACILITY (LP)

SF:01 COLOUR

LF:01

SF:02 PV:06 NO BR

2800x140x25mm THK DURO DECKING TEAK COLOR (WOOD GRAIN EFFECT) ANTI-SLIP FINISH REFER TO DRG. 08005, DETAIL H

PV:04 BE BR LF:05

PV:07 NO BR

PV:04 BE BR

LS:01

PV:08

PAVING CODES

LF:05 LC:02 LF:05

PV:05 NO BR

SF:04

PV:07

600x325 MM CERAMIC TRAVERTINE STEP UNIT, 5mm MORTAR JOINTS NOCHE COLOR, BRUSHED FINISH REFER TO DRG. 08005, DETAIL G

PV:08 TK -

SF:04

LF:05

PV:06 NO BR

PV:05 NO BR

SF:02

LF:05

PV:04 BE BR

300x300 MM CERAMIC TRAVERTINE PAVING BAND, 5mm MORTAR JOINTS NOCHE COLOR, BRUSHED FINISH REFER TO DRG. 08005, DETAIL F

SF:01

SF:04

PV:05 NO BR

PV:06

ISSUED FOR CONSTRUCTION KEY PLAN

SURFACING LEGEND (SF)

PV:04 BE BR SF:02

600x300 MM CERAMIC TRAVERTINE PAVING, 5mm MORTAR JOINTS LIGHT NOCHE COLOR, BRUSHED FINISH REFER TO DRG. 08005, DETAIL E

LANDSCAPE FIXTURES (LF)

61-32530

DRAWN

CHECKED

APPROVED

J.TURNER

S.CHRZANOWSKI

H.DE GUZMAN DRAWING TITLE

LP:02

SF:03 DATE

LC:04

SCALE

2017.04.30

1:200

7610575MG3 DRAWING NUMBER

TRADE

SF:01

SF:02

ECCE

CONTRACT NO.

ACTIVITY

CONSULTANT

TYPE

02002

DRAWING NO.

NORTH SIGN

FOR MUNCIPALITY APPROVAL

2000

4000

6000

8000

10000mm

REV.

REVISION

DM DRAWING NUMBER

PLANTING

STATUS

KID'S POOL

RAMP

SITT

RAMP

ISSUED FOR CONSTRUCTION

KEY PLAN

Projects 2015-2018

SECTION

SCALE 1 : 100

PLANTING

KID'S POOL

RAMP

SITTING AREA

RAMP

PLANTING AREA

SITTING AREA

KID'S POOL

RAMP

GENERAL NOTES

PLANTING

SECTION

A. DO NOT SCALE FROM THE DRAWINGS

STATUS

B. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN SCALE 1 : 100 METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER

ISSUED FOR CONSTRUCTION

SECTION

C. ALL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH PATHWALK OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE COMMENCEMENT OF ANY WORK

KEY PLAN

SCALE 1 : 100

SECTION

D. RL +0.00 = 3.870 DMD

SCALE 1 : 100

Rev

Description

Drawn Chk'd

Date

DEVELOPER'S NAME

PLANTING

KID'S POOL

RAMP

PLANTING AREA

SITTING AREA

SELECT GENERAL NOTES

B. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE OWNER'S NAMEON SITE & APPROVED BY THE ENGINEER VERIFIED

B SECTION CAPITOL 3 LIMITED

C. ALL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL SCALE 1 : 100 AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE LEAD CONSULTANT COMMENCEMENT OF ANY WORK

SECTION

PATHWALK

A. DO NOT SCALE FROM THE DRAWINGS

SCALE 1 : 100

GROUP

PLANTING

PATHWALK

SECTION

SITTING AREA

RAMP

SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates T +971 43683355 F +971 4 368 3344

D. RL +0.00 = 3.870 DMD

SCALE 1 : 100

Sections through the pool deck area.

BBQ AREA

Rev

KID'S POOL

Description

DEVELOPER'S NAME

Drawn Chk'd

SECTION

900

SCALE 1 : 100 SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates 300 T +971 43683355

+971 4 368 3344 JUMEIRAH FLIVING SELECT GROUP MARINA GATE TM

600

600X300 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

100

PLOT NO. 3925336, MARINA DISTRICT 10, DUBAI, UNITED ARAB EMIRATES OWNER'S NAME PROJECT DESCRIPTION

100X100 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

PATHWALK

100

SECTION

Project Number

SCALE 1 : 100 BBQ AREA

PLAY AREA/LOUNGE DECK

PLANTING

PATHWALK

PADDLE TENNIS COURT

SITTING CHECKED

DRAWING TITLE

600

SCALE 1 : 100

300x300 TRAVERTI PAVING 5mm MORT PLAY AREA/LOUNGE DECK JOINTS BEIGE COLO BRUSHED FINISH

KID'S POOL

PLANTING APPROVED

SITTING

J.TURNER

SCALE 1 : 100

SITTING

SECTION

900X200 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

SCALE 1 : 100

PROJECT DATENAME AND LOCATION

200

SCALE

2017.04.30

PLANTING

900

CS.CHRZANOWSKI SECTION

H.DE GUZMAN

600x600 TRAVERTI PAVING 5mm MORTA JOINTS BEIGE COLO BRUSHED FINISH

200

61-32530

DRAWN

600X400 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

SECTION

BBQ AREA

900

KID'S POOL

400

900X600 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

900 CAPITOL 3 LIMITED 2B + G + M + 8P + 48 + ROOF

LEAD CONSULTANT

600

PROJECT NAME AND LOCATION

PLAY AREA/LOUNGE DECK

Date

600x300 TRAVERTI PAVING 5mm MORT JOINTS BEIGE COLO BRUSHED FINISH

1:100

STATUS

7610575MG3 JUMEIRAH LIVING ECCE ISSUED FOR CONSTRUCTION GATE DD MARINA HL DE 08001 DRAWING NUMBER

CONTRACT NO.

TRADE

Plot Date: 28 December 2015 10:28 AM

ACTIVITY

CONSULTANT

TYPE

DRAWING NO.

REVISION

Cad File No: \\ghdnet\ghd\AE\Abu Dhabi\Projects\76\10575\Document Transfer\MG 1,2,3 OUTGOING\MG3\IFC Deliverables\07 KEY PLAN Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08001-00.dwg PLOT DM NO. 3925336, MARINA DISTRICT 10, DUBAI, UNITED ARAB EMIRATES DRAWING PROJECT NUMBERDESCRIPTION

PV:01 PLAN 2B + G + M + 8P + 48 + ROOF SITTING PLANTING

02001

SCALE 1 : 20

NORTH SIGN

PLAY AREA/LOUNGE DECK

PADDLE TENNIS COURT

H.DE GUZMAN DRAWING TITLE

900

Cad File No: \\ghdnet\ghd\AE\Abu Dhabi\Projects\76\10575\Document Transfer\MG 1,2,3 OUTGOING\MG3\IFC Deliverables\07 Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08001-00.dwg

0 300

300x300 TRAVERTINE PAVING 5mm MORTAR JOINTS BEIGE COLOR BRUSHED FINISH

200

SITTING

PLANTING 200

D -

SECTION

50MMÃ&#x2DC; S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

SCALE 1 : 100

02002

PV:01 PLAN

PV:04 PLAN

DD BE READ HL IN CONJUNCTION DE 08001 C. ALL DRAWINGS SHOULD WITH TRADE ACTIVITY TYPE DRAWING NO. OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATION. ANY DISCREPANCIES ARE TO BE BROUGHT DM TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE DRAWING 300X300 TRAVERTINE NUMBER COMMENCEMENT OF ANY WORK PAVING BAND 5mm D. RL +0.00 = 3.870 DMD MORTAR JOINTS NOCHE COLOR BRUSHED FINISH 300

Rev

600

600x325 TRAVERTINE STEP UNIT 5mm MORTAR JOINTS NOCHE COLOR BRUSHED FINISH

REVISION

REV.

Drawn Chk'd

Date

1000

2000

3000

4000

SELECT GROUP

5000mm

SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates T +971 43683355 F +971 4 368 3344

PV:05 PLAN

PV : 04

SCALE 1:100 AT ORIGINAL SIZE OWNER'S NAME 02002 SCALE 1 : 20

02002

CAPITOL 3 LIMITED

140

30 0

DEVELOPER'S NAME FOR MUNCIPALITY APPROVAL

SCALE 1 : 20

PV : 04

PV : 04 Description

LEAD CONSULTANT

300X300 TRAVERTINE PAVING BAND 5mm MORTAR JOINTS NOCHE COLOR BRUSHED FINISH

OUTGOING\MG3\IFC Deliverables\07 MILLIMETERS AND LEVELS ARE IN ECCE 7610575MG3 Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08001-00.dwg

B. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. BE DRAWING CONTRACT NO.ALL DIMENSIONS TO CONSULTANT VERIFIED ON SITE & APPROVED BY THE ENGINEER NUMBER

Cad File No: \\ghdnet\ghd\AE\Abu Dhabi\Projects\76\10575\Document Transfer\MG 1,2,3 OUTGOING\MG3\IFC Deliverables\07 Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08001-00.dwg 02001 SCALE 1 : 20

PV : 04

SCALE FROM THE DRAWINGS 1:100 2017.04.30 Transfer\MG 1,2,3 Cad File No: \\ghdnet\ghd\AE\Abu Dhabi\Projects\76\10575\Document

NORTH SIGN

600x300 TRAVERTINE PAVING 5mm MORTAR JOINTS NOCHE COLOR BRUSHED FINISH

600

D Plot Date: 28 December 2015 10:28 AM

600x900x TRAVERTINE PAVING 5mm MORTAR JOINTS BEIGE COLOR BRUSHED FINISH

300

SITTING

4000 5000mm DATE A. DO NOT SCALE Plot Date: 28 December 2015 10:28 AM

600

400

900

PLANTING

900X200 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

600x300 TRAVERTINE PAVING 5mm MORTAR JOINTS BEIGE COLOR BRUSHED FINISH

PLANTING

GENERAL NOTES

3000

300

600

SITTING

2000

600

900

600X400 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

1000

SCALE 1:100 AT ORIGINAL SIZE

600

900X600 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

600x600 TRAVERTINE PAVING 5mm MORTAR JOINTS BEIGE COLOR BRUSHED FINISH

300

100

300X300 TRAVERTINE APPROVED SCALE BAND 1 : 1005mm PAVING J.TURNER S.CHRZANOWSKI MORTAR JOINTS NOCHE COLOR BRUSHED FINISH PV : 04

SCALE 1 : 100

SITTING

DRAWN FOR MUNCIPALITY APPROVALCHECKED

600

Details of the paving layout

PLANTING

PATHWALK

900

100

100X100 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED

Plot Date: 28 December 2015 10:28 AM FINISH

PLANTING

SECTION

30 0

PLANTING

600

SITTING

300

30 0

SITTING KID'S POOL

600

600X300 BASALT PAVING 5MM MORTAR JOINTS BLACK COLOR FLAMED FINISH

PLANTING

BBQ AREA

SECTION SCALE 1 : 100 SECTION

600

SITTING

D C-

61-32530

SITTING

REV.

Project Number

PV:06 PLAN SCALE 1 : 20

G 02002

Projects 2015-2018 STATUS

ISSUED FOR CONSTRUCTION KEY PLAN

M6 BOLT 50 x 50mm GALVANIZED STEEL BAR SUPPORT, PAINTED SPACED @ 1200mm MAX. 75 x 75mm GALVANIZED STEEL BAR, PAINTED

600

5114

50 x 125mm TIMBER SEAT

D -

F -

50 x 125mm TIMBER SEAT TO MATCH PERGOLA

453

5417

50 x 125mm TIMBER SEAT TO MATCH PERGOLA

TOW

50 x 50mm GALVANIZED STEEL BAR SUPPORT, PAINTED SPACED @ 1200mm MAX.

450

300

50 x 50mm GALVANIZED STEEL BAR SUPPORT, PAINTED SPACED @ 1200mm MAX.

600 125 10

GENERAL NOTES

FFL

600

5412

C. ALL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE COMMENCEMENT OF ANY WORK

5103

155

A. DO NOT SCALE FROM THE DRAWINGS B. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER

D. RL +0.00 = 3.870 DMD

B PL-01011

TIMBER SEATING 2 PLAN SCALE 1 : 50

C PL-01011

TIMBER SEATING 3 PLAN

SCALE 1 : 50

TYPICAL SECTION

SCALE 1 : 10 Rev

50 x 125mm TIMBER SEAT

Description

Drawn Chk'd

Date

DEVELOPER'S NAME

50 x 50mm GALVANIZED STEEL BAR SUPPORT, PAINTED SPACED @ 1200mm MAX.

SELECT GROUP

G -

8354

E -

SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates T +971 43683355 F +971 4 368 3344

OWNER'S NAME

CAPITOL 3 LIMITED

TOW 450

LEAD CONSULTANT

FFL

TOW

50 x 125mm TIMBER SEAT

D -

TYPICAL ELEVATION

50 x 50mm GALVANIZED STEEL BAR SUPPORT, PAINTED SPACED @ 1200mm MAX.

SCALE 1 : 20

PROJECT NAME AND LOCATION

JUMEIRAH LIVING MARINA GATE

1100

450

PLOT NO. 3925336, MARINA DISTRICT 10, DUBAI, UNITED ARAB EMIRATES

1550

600

9mmØ ANCHOR BOLT

2B + G + M + 8P + 48 + ROOF

° 450 95 125 10

Project Number

125

TOW

PROJECT DESCRIPTION

50 x 50mm GALVANIZED STEEL BAR SUPPORT, PAINTED SPACED @ 1200mm MAX. 50 x 125mm TIMBER SEAT

61-32530

DRAWN

CHECKED

APPROVED

J.TURNER

S.CHRZANOWSKI

H.DE GUZMAN DRAWING TITLE

450

453

75 x 75mm GALVANIZED STEEL BAR , PAINTED 100 x 100mm STEEL PLATE, PAINTED

FFL

450

Hard landscape details for the pool deck.

450

DATE

166

134

A PL-01011

FFL

TIMBER SEATING 1 PLAN SCALE 1 : 50

E -

TYPICAL ELEVATION SCALE 1 : 20

50 x 50mm GALVANIZED STEEL BAR SUPPORT, PAINTED SPACED @ 1200mm MAX.

G -

TYPICAL SECTION

ECCE

CONTRACT NO.

NORTH SIGN

SCALE 1 : 10 100

200

300

400

500mm

SCALE 1:10 AT ORIGINAL SIZE 0

200

400

600

800

1000mm

SCALE 1:20 AT ORIGINAL SIZE 0

500

1000

1500

2000

SCALE 1:50 AT ORIGINAL SIZE

Cad File No: \\ghdnet\ghd\AE\Abu Dhabi\Projects\76\10575\Document Transfer\MG 1,2,3 OUTGOING\MG3\IFC Deliverables\07 Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08013-00.dwg

AS SHOWN

7610575MG3 HL

ACTIVITY

CONSULTANT

TYPE

08013

DRAWING NO.

2500mm

FOR MUNCIPALITY APPROVAL

REV.

REVISION

DM DRAWING NUMBER

Plot Date: 28 December 2015 10:28 AM

SCALE

2017.04.30

TRADE

50 x 125mm TIMBER SEAT

1326

600

DRAWING NUMBER

Projects 2015-2018 STATUS

TOW 32.35

FFL 31.450

TOW 31.75

S/S HANDRAIL FIXING TO MANUFACTURER'S SPECIFICATION AND DETAILS

25mm RENDERED CEMENT FINISH

TOW 31.90

KEY PLAN

TOW 32.35 900

300

PV:04 TOW 32.35

ISSUED FOR CONSTRUCTION

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

FFL 31.45

600

WATERPROOFING LAYER

FFL 30.85

550

900 600

PV:05 MORTAR LAYER

FFL 30.30

STRUCTURAL SLAB CONCRETE WALL TO ENGINEER'S SPECIFICATION

PV:05

LIGHTWEIGHT FILL MATERIAL TO ENGINEER'S SPECIFICATION

DE-08007

FFL 30.85 FFL 30.30

300

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS 1500

7200

PV:04

D. RL +0.00 = 3.870 DMD

PV:05 75

600

300

FFL 31.45

550

900

S/S STEEL POST TO MANUFACTURER'S SPECIFICATION AND DETAILS

8-10mm THK. COLOURED POLYOLEFIN GRANULE LAYER (SOFT FALL SURFACING)

1500

KID'S POOL

A. DO NOT SCALE FROM THE DRAWINGS B. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER

SCALE 1 : 50

2mm THK. 316 STAINLESS STEEL PLATE

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

GENERAL NOTES

RAMP 1 SECTION

Rev

Description

Drawn Chk'd

Date

FFL 31.45

TOW 32.05

TOW 32.35

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

OWNER'S NAME

CAPITOL 3 LIMITED PV:05

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

1500

D PL-01011

1:1

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

SCALE 1 : 50

2S PE

FFL 32.05

MORTAR LAYER

WATERPROOFING LAYER

FFL 30.850

CONCRETE WALL TO ENGINEER'S SPECIFICATION

300 PL-01011

1100

900

FFL 32.05

STRUCTURAL SLAB

600

950

FFL 31.45

900

S/S HANDRAIL FIXING TO MANUFACTURER'S SPECIFICATION AND DETAILS

DATE

CONCRETE WALL TO ENGINEER'S SPECIFICATION

FFL 31.45

Plot Date: 28 December 2015 10:28 AM

SCALE 1 : 50

Cad File No: \\ghdnet\ghd\AE\Abu Dhabi\Projects\76\10575\Document Transfer\MG 1,2,3 OUTGOING\MG3\IFC Deliverables\07 Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08009-00.dwg

FFL 31.45

FOR MUNCIPALITY APPROVAL

200

400

600

800

1000mm

SCALE 1:20 AT ORIGINAL SIZE

ECCE

CONTRACT NO.

FFL 32.05

LIGHTWEIGHT FILL MATERIAL TO ENGINEER'S SPECIFICATION

AS SHOWN

7610575MG3

NORTH SIGN

S/S STEEL POST TO MANUFACTURER'S SPECIFICATION AND DETAILS

FFL 30.35

RAMP 2 SECTION

SCALE

2017.04.30

ACTIVITY

CONSULTANT

TYPE

08009

DRAWING NO.

RAMP 3 SECTION

SCALE 1 : 50

500

1000

1500

2000

SCALE 1:50 AT ORIGINAL SIZE

2500mm

REV.

REVISION

DE-08007

STRUCTURAL SLAB

J.TURNER

DM DRAWING NUMBER

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

25mm RENDERED CEMENT FINISH

APPROVED

S.CHRZANOWSKI

TRADE

S/S POST TO MANUFACTURER'S SPECIFICATION AND DETAILS

PV:05

TOW 32.10 50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

SCALE 1 : 50

DRAWING NUMBER

MORTAR LAYER WATERPROOFING LAYER

CHECKED

RAMP 2 SECTION

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

DE-08007

12mm TEMPERED GLASS TO MANUFACTURER'S SPECIFICATION AND DETAILS

SCALE 1 : 50

61-32530

H.DE GUZMAN

RAMP 3 PLAN

Hard landscape details for the pool deck.

DRAWING TITLE

600

PL-01011

RAMP 1 PLAN

2B + G + M + 8P + 48 + ROOF Project Number DRAWN

900

FFL 30.35

STRUCTURAL SLAB

PV:04

TOW 31.90

PV:04

PROJECT DESCRIPTION

LIGHTWEIGHT FILL MATERIAL TO ENGINEER'S SPECIFICATION TOW 32.05

FFL 30.30

PLOT NO. 3925336, MARINA DISTRICT 10, DUBAI, UNITED ARAB EMIRATES

FFL 31.45

STRUCTURAL SLAB

FFL 32.050

JUMEIRAH LIVING MARINA GATE

TOW 32.35

S/S HANDRAIL FIXING TO MANUFACTURER'S SPECIFICATION AND DETAILS

900

PROJECT NAME AND LOCATION

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

25mm RENDERED CEMENT FINISH

PV:04

RAMP 2 PLAN

40mm GRANITE/ TRAVERTINE COPING

KID'S POOL

LEAD CONSULTANT

PV:04

PV:05

50mmØ S/S HANDRAIL TO BS316L, TO MANUFACTURER'S SPECIFICATION AND DETAILS

SELECT GROUP

SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates T +971 43683355 F +971 4 368 3344

1:12 SLOPE

1100

300

PV:04

PV:05

1350

1500

FFL 30.850

SCALE 1 : 50

PLAY AREA

RAMP 1 SECTION

FFL 31.450

1:12 SLOPE

300

200

TOW 31.75

FFL 30.850

1350

300

C TOW 31.90

PV:04

1500

DEVELOPER'S NAME

FFL 30.250

Projects 2015-2018 STATUS

ISSUED FOR CONSTRUCTION 200

200

KEY PLAN

200 100 WPC PERGOLA JOIST 4000x100x160mm

1932

STEEL BRACKET GALVANIZED & POWDER COATED WPC PERGOLA BEAM 100x160mm

POWDER COATED POLYESTER FINISH GALVANIZED STEEL SUPPORT

2824

GENERAL NOTES 19

A. DO NOT SCALE FROM THE DRAWINGS

WPC PERGOLA COLUMN 100x160mm

B. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER

193

D. RL +0.00 = 3.870 DMD

1932

T 75 23

DETAIL

SCALE 1 : 10

YP .

Rev

Description

Drawn Chk'd

Date

DEVELOPER'S NAME

SELECT GROUP

D -

WPC PERGOLA COLUMN 100x160mm

WALL COPING

CAPITOL 3 LIMITED LEAD CONSULTANT

STEEL BRACKET TO COLUMN

ANCHOR BOLT 4

282

OWNER'S NAME

WPC PERGOLA COLUMN 100x160mm

160

STEEL BRACKET TO COLUMN GALVANIZED & POWDER COATED

180

WALL COPING

SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates T +971 43683355 F +971 4 368 3344

100

REINFORCED CONCRETE WALL MORTAR LAYER 250

2824

PROJECT NAME AND LOCATION

A PL-01011

PERGOLA PLAN

2 -

SCALE 1 : 25

DETAIL SCALE 1 : 10

SECTION

JUMEIRAH LIVING MARINA GATE

SCALE 1 : 10

PLOT NO. 3925336, MARINA DISTRICT 10, DUBAI, UNITED ARAB EMIRATES

PROJECT DESCRIPTION

2B + G + M + 8P + 48 + ROOF Project Number

61-32530

DRAWN

CHECKED

APPROVED

J.TURNER

S.CHRZANOWSKI

H.DE GUZMAN

2400

2700

DRAWING TITLE

DATE

DRAWING NUMBER

SECTION SCALE 1 : 25

C -

SECTION SCALE 1 : 25

100

200

300

400

250

500

750

1000

SCALE 1:25 AT ORIGINAL SIZE

Plot Date: 28 December 2015 10:28 AM

Cad File No: \\ghdnet\ghd\AE\Abu Dhabi\Projects\76\10575\Document Transfer\MG 1,2,3 OUTGOING\MG3\IFC Deliverables\07 Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08015-00.dwg

500mm

SCALE 1:10 AT ORIGINAL SIZE 0

ACTIVITY

CONSULTANT

TYPE

08015

DRAWING NO.

1250mm

REV.

REVISION

300

NORTH SIGN

FOR MUNCIPALITY APPROVAL

ECCE

CONTRACT NO.

DM DRAWING NUMBER

WL 31.95

Swimming pool pergola details

1:50

7610575MG3 TRADE

IVL 31.65

SCALE

2017.04.30

Projects 2015-2018 STATUS

ISSUED FOR CONSTRUCTION KEY PLAN

GENERAL NOTES A. DO NOT SCALE FROM THE DRAWINGS B. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE VERIFIED ON SITE & APPROVED BY THE ENGINEER C. ALL DRAWINGS SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE COMMENCEMENT OF ANY WORK D. RL +0.00 = 3.870 DMD

A 08002

TIMBER TO POOL DETAIL SCALE 1 : 20

B 08002

STAINLESS STEEL LADDER STEP DETAIL

SCALE 1 : 20

08002

POOL STEPS DETAIL

Rev

Description

Drawn Chk'd

Date

DEVELOPER'S NAME

SCALE 1 : 20

100

SELECT GROUP

SELECT GLOBAL DEVELOPMENT LLC Office 1601, Dubai Marina Dubai, United Arab Emirates T +971 43683355 F +971 4 368 3344

OWNER'S NAME

450

CAPITOL 3 LIMITED

450

LEAD CONSULTANT

PROJECT NAME AND LOCATION

JUMEIRAH LIVING MARINA GATE PLOT NO. 3925336, MARINA DISTRICT 10, DUBAI, UNITED ARAB EMIRATES PROJECT DESCRIPTION

D 08002

JACUZZI COPING DETAIL SCALE 1 : 20

E 08002

POOL TO PLANTER DETAIL

SCALE 1 : 20

08002

POOL GUTTER DRAIN DETAIL SCALE 1 : 20

G 08002

SUNKEN DAYBED COPING DETAIL

2B + G + M + 8P + 48 + ROOF

SCALE 1 : 10

Project Number

61-32530

DRAWN

CHECKED

APPROVED

J.TURNER

S.CHRZANOWSKI

H.DE GUZMAN DRAWING TITLE

DATE

SCALE

2017.04.30

AS SHOWN

7610575MG3 DRAWING NUMBER

NORTH SIGN

FOR MUNCIPALITY APPROVAL

100

200

300

400

500mm

SCALE 1:10 AT ORIGINAL SIZE

H 08002

Plot Date: 28 December 2015 10:28 AM

WALL INLET DETAIL SCALE 1 : 10

Cad File No: G:\76\10575\Document Transfer\MG 1,2,3 OUTGOING\MG3\IFC Deliverables\07 Landscape\Drawings\CAD\7610575MG3-ECCE-DD-HL-DE-08017-00.dwg

J 08002

VACUUM POINT DETAIL SCALE 1 : 10

K 08002

ACTIVITY

CONSULTANT

TYPE

08017

DRAWING NO.

BASE DRAIN SCALE 1 : 10

200

400

600

800

SCALE 1:20 AT ORIGINAL SIZE

1000mm

REV.

REVISION

DM DRAWING NUMBER

TRADE

Swimming pool details

ECCE

CONTRACT NO.