BLOCK 1

CLUBHOUSE

covered refuse yard (35,9m²) with tap, gulley, floor drain, single door to inside of property and double door to outside of property. Roof to have parapets on three sides.

drying yard with 2.5m between each wall and 5 strands of washing line

5660 x 3240mm drying yard

5660 x 3240mm drying yard

5660 x 3240mm drying yard

5660 x 3240mm drying yard

new 1.8m high boundary wall

new

1.8m

high

bou

ndar

y wall

new 1 .8m high boundary wa ll

GH

5660 x 3240mm drying yard

5660 x 3240mm drying yard

5660 x 3240mm drying yard

SITE BOUNDARY 189 930SITE BOUNDARY

6 860

SITE

BOU

NDAR

Y 18

3 51

0

SITE BOUNDARY 105 920

SITE BOUNDARY 183 510

ROAD WIDENING SERVITUDE

ROAD WIDENING SERVITUDE

F O U R T E E N T H R O A D

T H I R T E E N

T H R O

A D

5m bui li dng li ne (relaxed from

10m)

5m builidng line (relaxed from 10m)

5m b

uilidn

g lin

e (re

laxed

from

10m

)

5m builidng line (relaxed from 10m)

90mm Ø water (CLASS 16) 90mm Ø water (CLASS 16)

110mm Ø water (CLASS 16)

110mm Ø water (CLASS 16)

90mm Ø water (CLASS 16)

110m

m Ø

wat

er (C

LASS

16)

100mm dia. FH

KI

KI KI

KI

GI

HW

HW

HW

450mm Ø (50D) 450m

m Ø

(50D

)

450m

m Ø

(50D

)

New bus/taxi lay by

New bus/taxi lay by

Road upgrade to provide free flow left turn lane and 15m long stop controlled right turn lane

new pedestrian crossing

2m paved sidewalk to J.R.A specification

2m pav ed si de wa lk to J.R.A spe cif i cat io n

603

844/405

ATTENTUATION DAM TO ENGINEERS DETAIL

SIZE = 249m³

ATTENTUATION DAM TO ENGINEERS DETAIL

SIZE = 685m³

ATTENTUATION DAM TO ENGINEERS DETAIL

SIZE = 1012m³

100mm dia. FH

100mm dia. FH

100mm dia. FH

10m building line

10m bu ilding l i ne

10m building line

10m

buil

ding

line

4630

4630

1344

5

covered refuse yard (73,9m²) with tap, gulley, 3 x floor drains, double door to inside and outside of property. Roof to have parapets on three sides.

existing municipal water main WM

WV

WV

FH NRV

TWIN BOOSTER

BLOCK TYPE 2

BLOCK 2

BLOCK TYPE 2BLOCK 3

BLOCK TYPE 2

BLOCK 5

BLOCK TYPE 2BLOCK 6

BLOCK TYPE 2

BLOCK 7

BLOCK TYPE 1

BLOCK 8

BLOCK TYPE 1

BLOCK 9

BLOCK TYPE 1

BLOCK 10

BLOCK TYPE 2

BLOCK 11

BLOCK TYPE 2

BLOCK 19

BLOCK TYPE 2BLOCK 20

BLOCK TYPE 2

BLOCK 17

BLOCK TYPE 2BLOCK 18

BLOCK TYPE 1

BLOCK 4

BLOCK TYPE 2

BLOCK 13

BLOCK TYPE 1

BLOCK 14

BLOCK TYPE 1

BLOCK 15

BLOCK TYPE 1

BLOCK 16

BLOCK TYPE 2

BLOCK 12

BLOCK TYPE 3BUFFER ZONE

16m BUFFER LINE

16m BUFFER LINE

32m BUFFER LINE

32m BUFFER LINE

1:100 FLOODLINE

1:100 FLOODLINE

1:100 FLOODLINE

5660 x 3240mm drying yard

2000

0

DRIVEWAY

DRIVEWAY DRIVEWAY

DRIVEWAY

DRIVEWAY

DRIV

EWAY

DRIV

EWAY

001

002

003

004

005

006

007

008

009

010

011

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016

017

018

019

020

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023

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026

027

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029

030

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032

033

034

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045

049050051052053054055056057058059060061062063064065066067068069070071072073074075076077078079080081082083084085086

129128127126125124123122121120119118117116115114113112111110109108107106105104103102101100099098097096095094093092091090089088087

130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198

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215214

237236235234233232231230229228227226225224223222221220 425424423422421420419418417416415414413412411410409408407406405404403402401400399398397396395394393392391390241240239238 244243242 426

258

257

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250

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245

383

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259260261262263264265266267268269270271272273274275276277278279280281 356357358359360361362363364365366367368369370371372373374375376377378379380 346347348349350351352353354355

284

283

282

302301300299298297296295294293292291290289288287286285 306305304303 309308307 327326325324323322321320319318317316315314313312311310 331330329328 334333332 345344343342341340339338337336335

430

429

428

427

3500 3500 3854 4500

PHASE 2 PHASE 1

PHASE 2 PHASE 1

ERF 865

ERF 866

MHb2

MHa7 MHa6

MHa5

MHa4MHb1

MHa3

MHa2

MHa1

MHc2 MHc1

MHd1

connect to existing municipal sewer

160mm Ø uPVC sewer line (CLASS 34)

160mm Ø uPVC sewer line (CLASS 34)

160mm Ø uPVC sewer line (CLASS 34)

160mm Ø uPVC sewer line (CLASS 34)

160mm Ø uPVC sewer line (CLASS 34)

EX. MH

MHe1

EX. MH

EX. MH

EX. MH

EX. MH

EX. MH

exsting sewer line

exsting sewer line

exsting sewer line

exs ti ng se wer l i ne

SCHEDULE OF RIGHTS

PROPERTY DESCRIPTIONS:

ERF 865 21 943m²

TOWNSHIP: Erand Gardens Ext. 148

ZONING INFORMATION:

TOWN PLANNING SCHEME

USE ZONES

HEIGHT ZONE

Halfway House and Clayville Town Planning Scheme, 1976

DENSITY 320 units

UNIT MIX: AREAS FAR CALCULATION

No. UNIT Cov. Ter TOTAL

Type B1 (2bed/1bath) 152 53,32m² 3,49m² 56,81m²

No. UNIT TOTAL

53,32m² 8 104,64m²

TOTAL UNITS 312 TOTAL FAR 17 292,48m²

COVERAGE FAR

BLOCKS 5 716,35m² BLOCKS 17 292,48m²

GATEHOUSE 116,37m² GATEHOUSE 21,13m²

REFUSE YARD 109,80m² REFUSE YARD 109,80m²

TOTAL 5 942,52m² = 27.1% TOTAL 17 423,41m² = 0.794

PERMISSABLE 10 972m² = 50% PERMISSABLE 18 651,55m² = 0.85

REFUSE PARKING

REQUIRED Waste(w) = 0,1424m3/100m2/week0,1424 x FA/100 = volume m3/week

0,1424 x 17 719,04/100 = 25,23 m3/week25,23 x 4 (bins/m2)

= 100,92m2

PROVIDED 109,80m²

REQUIRED 0.5 bays per dwelling unit of 3 or less habitable rooms

= 156 bays0.3 bays per unit for visitors

= 94 baysTOTAL = 250 Bays

PROVIDED 430 bays

312 covered and 118 open

Type B (2bed/1bath) 64 51,64m² 3,49m² 55,13m² 51,64m² 3 304,96m²

Type A (2bed/2bath) 96 61,28m² 3,38m² 64,66m² 61,28m² 5 882,88m²

152

64

96

29 150m²

ERF 866 5 709m²

TOTAL SITE AREA

SITE AREA

Public Roadway 1 497m²

ERF 865 - Residential 3

ERF 866 - Special

ERF 865 - As per Scheme - 5 Storeys

ERF 866 - As per Scheme - 2 Storeys

As per Scheme - 10m relaxed to 5m on all boundaries as indicated

on the Site Plan

BUILDING LINES

CLUB HOUSE 62,57m² CLUB HOUSE 21,57m²

TOTAL 62,57m² = 1,1% TOTAL 21,57m² = 0.004

PERMISSABLE 856,35m² = 15% PERMISSABLE 856,35m² = 0.15

73,9m² + 35,9m²

ERF 865 21 943,00m² ERF 865 21 943,00m²

ERF 866 5 709,00m² ERF 866 5 709,00m²

SERVICES LEGEND

NEW SEWER LINE

EXISTING SEWER LINE

NEW STORMWATER LINE

EXISTING STORMWATER LINE

NEW WATER LINE

EXISTING WATER LINE

WATER ISOLATION VALVE

STORMWATER GRID INLET

STORMWATER KERB INLET

WATER METER

GI

KI

SEWER MANHOLE

STORMWATER

SURFACE FLOW

NOTE:contractor to check all dimensions on site and on drawings, any discrepancies must be reported to the architect. only figured dimensions are to be taken. This drawing is the property of E2 Architects + Urban Designers. copyright is reserved by them and the drawing is issued on the condition that it is not amended, copied, reproduced, retained or disclosed to any unauthorised person, either wholly or in part without the written consent of E2 Architects + Urban Designers.

All work to comply with NATIONAL BUILDING REGULATIONS ACT 103 OF 1977 and the latest edition of the SANS 10400 and any amendments thereto as well as the by-laws of the relevant local municipality

These drawings are to be read in conjunction with structural engineer's, civil engineer's, or plumbing consultant's drawings where specified

ROOFS: (in accordance with PART L of SANS 10400)

refer to sections and structural engineer's drawings where specified all roof fixings to

be in accordance with PART K of SANS 10400

WALLS: (in accordance with PART K of SANS 10400)

refer to sections, provide brickforce every fifth course

CEILINGS & CILLS: refer to sectionsD.P.C's: SABS approved throughoutD.P.M's: (in accordance with PART J of SANS 10400)

SABS approved throughoutSTRUCTURAL WORK: refer to structural engineer's details and

specificationsGLAZING: (in accordance with PART N of SANS 10400

SANS 10137 and 1263-1DRAINAGE: (in accordance with PART P of SANS 10400)

SABS materials used throughout. 75mm deep seal traps used with all waste fittings. all i.e's to

be marked at the surface and sealed. WC's to have "S" or "P" traps with side access cleaning eyes. all WHB"s to have 32 dia. waste pipes and 40 dia. waste pipes to all their fittings

GENERAL NOTES:all habitable rooms to have a minimum of 10% natural light and 5% natural ventilation to comply with the NATIONAL BUILDING REGULATIONS (SANS 10400) unless otherwise specified, refer to mechanical engineer's specification. all openings to have prestressed lintols over. brickforce to every course for 5 courses above lintol, brickforce to every fifth course of brickwork use figured dimensions only, do not scale off drawing

JOB No: DRAWING No: REV.

DATE DRAWN SCALE PAGE SIZE

DRA

WIN

G T

ITLE

PRO

JEC

T

REV DATE DESCRIPTION

DRAWING No. DRAWING TITLE DISIPLINE

CONSULTANT/REFERENCE DRAWING INDEX

A1A1A1A1As indicated

2

NEW APARTMENTS

on ERVEN 865 & 866

ERAND GARDENS EXT. 148

SITE PLAN

ra

A11757

2018-09-25

0 2018-10-19 issued for CONSTRUCTION. Blocks and parking as per revisioncloud moved by 155mm. Entrance & Guard house moved by575mm away from street.

dp

1 2018-11-01 block numbers added to the site plan as determined by the maincontractor

ra

2 2018-11-30 Layout updated to match latest SDP - Block 10 changed to aTYPE 2 and block 13 changed to a TYPE 3, Added buffer zoneand buffer lines and Entrance layout updated to match latest SDP.Phase line added and block numbers updated per the contractorsrequest

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1 : 500

SITE PLAN

1