PHASE 2 - Nali Sustainability Solutions

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8

FIELD

FIELD

OVAL

120m x 70m

FIELD

K

5

6

DA

M

PH

AS

E 2

PH

AS

E 3

PH

AS

E 1

BU

FF

ER

LIN

E

Tennis Court

KIDS PLAY AREA

S/P

CLUBHOUSE

TENNIS COURT

D

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GS

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EXISTING

ATTENUATION POND

PO

ND

PO

ND

PO

ND

PO

ND

Tennis Court

KIDSPLAYAREA

S/PCLUBHOUSE

TENNISCOURT

RIVERSIDE VIEW EXT 85



C

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S

E

D

K

56

FALL

STORMWATER

NG

L

TYPICAL ROAD DESIGN WITH

SERVICES SECTION

SEWER

WATER

NG

L

CLIENT

Century Property Developments

5 Lynx Road, MIDRAND

P.O. Box 70406

BRYANSTON, 2021

+27(11) 300-8700

[email protected]

www.century.co.za

Tel:

+27(11) 300-8790Fax:

H.SCHREURS H.SCHREURS

C.STEENKAMP

2017/04/17

C.STEENKAMP

CENTURY PROPERTY

DEVELOPMENTS

ARCHITECT

-

PROJECT NAME

HELDERFONTEIN

DRAWING TITILE

RESIDENTIAL STORMWATER

LAYOUT

- SKC-D400 A

PROJECT NUMBER DRAWING NUMBER REV

REV DATE DESCRIPTION INITIAL

A 2017/04/17 ISSUED FOR INFORMATION

CS

CIVILDEPARTMENT

SCALE

1:1000

DATE CHECKED APPROVED

DESIGNED DRAWN

COPYRIGHT RESERVED

The contents of this document is both priviledged and confidential and may not be

disclosed or reproduced without the express authorisation of the author, being

"CENTURY PROPERTY DEVELOPMENTS"

THIS DRAWING SHOULD NOT BE SCALED

RESIDENTIAL

STORMWATER LAYOUT

KEYPLAN

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STORMWATER LEGEND

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MAIN STORMWATER BY CIVIL CONTRACTOR

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KERB INLET

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MANHOLE

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HEADWALL

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1:50 YEAR FLOODLINE

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1:100 YEAR FLOODLINE

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SENSITIVE BUFFER

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1.CONSTRUCTION CONSTRUCTION 1.1ALL CONSTRUCTION, TESTING AND MATERIALS AS PER SABS 1200 SERIES ALL CONSTRUCTION, TESTING AND MATERIALS AS PER SABS 1200 SERIES OF SPECIFICATIONS 1.2 PIPE BEDDING TO BE CLASS B BED AS PER SABS 1200 LB WITH BEDDING PIPE BEDDING TO BE CLASS B BED AS PER SABS 1200 LB WITH BEDDING CRADLE OF SELECTED FILL MATERIAL QUALITY (SEE CLASS B BEDDING DETAILS ELSEWHERE) 1.3 PIPE SIZES AND CLASS AS INDICATED ON LAYOUT PIPE SIZES AND CLASS AS INDICATED ON LAYOUT 1.4WHERE STORMWATER PIPES CROSS THE SEWER LINE A CLASS A BED WHERE STORMWATER PIPES CROSS THE SEWER LINE A CLASS A BED MUST BE PROVIDED 2.0m EACH WAY UNDER THE STORMWATER PIPE 1.5ALL RWP's AND FULLBORE OUTLETS TO BE FILLED WITH WATER, LEFT FOR ALL RWP's AND FULLBORE OUTLETS TO BE FILLED WITH WATER, LEFT FOR 24 HOURS AND CHECKED FOR LEAKAGES PRIOR TO BACKFILLING AND POURING OF SURFACE BEDS. 2.MATERIALS MATERIALS 2.1ALL BRICKS TO BE ENGINEERING UNITS TYPE NFXE-14 AS PER SABS 227 ALL BRICKS TO BE ENGINEERING UNITS TYPE NFXE-14 AS PER SABS 227 & 285 2.2 ALL MANHOLE COVERS AND FRAMES TO COMPLY WITH SABS 558 - TYPE ALL MANHOLE COVERS AND FRAMES TO COMPLY WITH SABS 558 - TYPE AS INDICATED ON DETAIL DRAWING 2.3 STEP IRONS TO COMPLY WITH BS 1247 STEP IRONS TO COMPLY WITH BS 1247 2.4ALL CONCRETE PIPES MUST COMPLY WITH SABS 677 WITH OGEE JOINTS ALL CONCRETE PIPES MUST COMPLY WITH SABS 677 WITH OGEE JOINTS 2.5ALL PIPES WHICH ARE EXPOSED IN THE BASEMENT MUST BE uPVC CLASS ALL PIPES WHICH ARE EXPOSED IN THE BASEMENT MUST BE uPVC CLASS 51 N/D TO SABS 791 2.6ALL PIPES INSIDE COLUMNS MUST BE uPVC CLASS 34 H/D TO SABS 791 ALL PIPES INSIDE COLUMNS MUST BE uPVC CLASS 34 H/D TO SABS 791 2.7 ALL HDPE PIPES TO COMPLY WITH SABS 533 TYPE IV CLASS 12 WITH ALL HDPE PIPES TO COMPLY WITH SABS 533 TYPE IV CLASS 12 WITH PLASSON COMPRESSION FITTINGS 2.8 ALL uPVC PIPES AND FITTINGS UNDERNEATH SURFACE BED TO BE CLASS ALL uPVC PIPES AND FITTINGS UNDERNEATH SURFACE BED TO BE CLASS BE CLASS 34 HEAVY DUTY AS PER SABS 791 (110mm TO 250mm )2.9ALL CONCRETE PIPES TO BE IN ACCORDANCE WITH SABS 677 WITH OGEE ALL CONCRETE PIPES TO BE IN ACCORDANCE WITH SABS 677 WITH OGEE JOINTS (300mm TO 450mm )

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A'

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superceded by SG Diagram 4824/2016

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(to be cancelled)

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Deed of Servitude K2088/85S

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ROW Servitude SG Diagram A12356/84

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Private Street (13,5m)

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Private Street (13m)

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PUBLIC ROAD 3884m²

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PUBLIC ROAD (12,5m)

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PUBLIC ROAD (35m)

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PUBLIC ROAD (49-35m)

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Private

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Street (13m)

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Sewer Servitude

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buildings

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existing

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buildings

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existing

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10.5m row servitude

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Portion 11

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5836/2016

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purposes SG Diagram

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Servitude for electrical

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Educational

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1,9747 ha

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Erf 2

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13,0763 ha

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Erf 1

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Water Pipeline Servitude

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Sewer Servitude

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22,04m wide

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Cables Servitude

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Electric Powerline

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(to be cancelled)

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Electric Powerline Servitude vide SG Diagram 4824/2016

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RE5/407

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Glenferness Agricultural Holdings

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1/1

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1/5

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1

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Farm Zevenfontein 407-JR

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115/407

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11

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Y = + 97 500

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X = + 2 876 500

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Y = + 97 000

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X = + 2 876 000

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Y = + 97 500

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Y = + 98 000

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X = + 2 876 000

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ROW SG NO A5341/43

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CHATTAN ROAD

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176

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MULL ROAD

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RE/5

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8

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C/L of Electrical Power Transmission Servitude 35m wide (SG Diagram A5351/1981, Deed of Servitude K3255/1982S)

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Remainder of

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Remainder of Portion 5

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P.O.S

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S-BUS-11M

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AASHTOM 2011 (US)

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(c) 2014 Transoft Solutions, Inc. All rights reserved.

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RIVERSIDE VIEW EXT-20

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river

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of

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middle

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