GENERAL INFORMATION - PIC PQQ Addendum No 2...1669.1 m² GBA T1 11.3 m² GBA T2 7.7 m² GBA T1 1274.0 m² GBA T3 1610.0 m² 1669.1 m² GBA T1 11.3 m² GBA T2 7.7 m²

PIC Handling & Classification: Confidential

Document Ref: PICPROP013/09/2019

Owner: PIC

Sunnyside Office Development Pre-qualification Questionnaire for the Procurement of Principal Building Contractor -Tender Addendum No.2 22 October 2019

Tender A

ddendu

m N

o.2



Owner: PIC

SECTION 1.0

GENERAL INFORMATION



Owner: PIC

Dear Tenderer

RE: Sunnyside Office Development – Pre-qualification Questionnaire for the Procurement of

Principal Building Contractor -Tender Addendum No.2

In terms of the Tender, issued by Public Investment Corporation on the 30th September 2019, herewith

please find enclosed the addendum for the subject project, which shall be included as part of the tender

document submission when the tender closes.

Except to the extent modified by this Addendum, the original terms of the tender shall remain unchanged

and binding on all the interested parties. The tenderer shall submit a copy of the addendum, including all

tender deliverables specified in the original Tender Document.

The following changes are applicable to Tender Documents dated 30th September 2019

1. Part A: Cover letter, Page 3 and 4

Replace with attached Part A: Cover letter, Page 3 and 4

Changes made: Check list updated

2. Part B: Financial Information, Item 3.12, Page 13

Replace with attached Part B: Financial Information, Item 3.12, Page 13

Changes made:

All items related to insurances under this section (Part B: 3.12 Page 13) to

be excluded as returnables and they will be dealt with at RFP stage.

However, the workmen’s compensation certificate to be submitted.

3.

Part B: Evaluation Criteria, Failure to meet the following minimum criteria will result in automatic disqualification. Page 21

Replace with attached Part B: Evaluation Criteria, Failure to meet the

following minimum criteria will result in automatic disqualification. Page 21

Changes made:

Exclude the following items related to insurances and will be dealt with at

RFP stage.

• Letter of Intent from a Financial Institution to provide a Construction Guarantee.

• Letter of Intent from a registered insurance company to provide ALL insurances in term of this tender.



Owner: PIC

4 Additional Drawings

Section

Site Development Plan

Area Schedules GBA

Date: 22 October 2019

Project: Sunnyside Office Development

Subject: Pre-qualification questionnaire for the procurement of Principal

Building Contractor -Tender Addendum No.2

Dear Tenderer,

I/We the undersigned hereby confirm that we have received addendum no 2.

Kindly confirm receipt of addendum no 2 by signing and returning this page to

[email protected] no later than Wednesday the 30th of October 2019.

Company Name …………………………………………..

Name & Surname …………………………………………..

Signature …………………………………………..

Designation …………………………………………..

Date …………………………………………..

Page 3

|PICPROP013/09/2019|

Date: 29 September 2019

Dear Sir/Madam,

Public Investment Corporation would like to invite you to pre-qualify for the proposed Sunnyside

Office Development Project in Sunnyside, Pretoria. The project consist of 51000m² super basement

parking, 44000m² above ground parking, 7800 m² podium level and three office towers total area of

46500m².

Potential contractors are required to undergo a pre-qualification process that is designed to provide

PIC with information to assist in the selection of potential contractors to tender for the works. After

this pre-qualification process a full Tender Document will be issued to the shortlisted companies.

As such, please find attached the Pre-Qualification Questionnaire (PQQ) for completion and return in

accordance with the instructions within the document, no later than Wednesday 30 October 2019

at 11:00am.

The process involves the evaluation of the following:

• General Company Information and Organisation Governance

• Financial Information

• Experience and Capability

• Community Development and Management

• Proposed Team, Human Resources and

• B-BBEE

A document checklist has been provided below with all the requirements to be included along with your PQQ response. Please ensure that you pay close attention to this list and provide all required documents, as failure to do so will disqualify you from the process.

Checklist:

1 Pre-Qualification Questionnaire (PQQ) 2 Company Registration Certificate - Section 2.2 (Appendix A) 3 Company Profile (Brochures, etc.) - Section 2.9 (Appendix B) 4 Joint Venture Agreement (if applicable) - Section 2.14 (Appendix C) 5 Quality Management Policy / ISO Accreditation (and certificate where applicable) - Section 2.15

(Appendix D) 6 Health, Safety and Environment Policy - Section 2.16 (Appendix E) 7 Sustainability Policy - Section 2.17 (Appendix F) 8 Latest VAT Certificate - Section 3.2 (Appendix G) 9 Company or Group Structure Chart - Section 3.4 (Appendix H) 10 Audited Financial Records (last 3 years) - Section 3.6 (Appendix I) 11 SARS PIN - Section 3.8 (Appendix J) 12 CSD registration report - Section 3.9 (Appendix K) 13 CIDB registration report or certificate - Section 3.10 (Appendix L)

Page 4

|PICPROP013/09/2019|

14 Applicable insurances and Workmen’s Compensation Certificate - Section 3.12 (Appendix M) 15 Bank Confirmation Letter - Section 3.13 (Appendix N) 16 Experience and Capability - Section 4.2 (Appendix O) 17 Proposed team structure and CV’s of proposed team members - Section 4.3 (Appendix P) 18 Preliminary Construction Programme - Section 4.6 (Appendix Q) 19 Site Establishment Methodology - Section 4.7 (Appendix R) 20 Works Execution Methodology - Section 4.8 (Appendix S) 21 South African National Accreditation System (SANAS) approved Generic construction B-BBEE

Certificate - Section 5.3 (Appendix T) 22 Community development and management methodology Section 6.1 (Appendix U) 23 Green Building Experience and Capability Section 7.1 (Appendix V)

Please complete and respond to the questions as this will assist us in evaluating the information.

Should you have any queries or require any clarifications, please email these to the following

address; [email protected]

We look forward to receiving your pre-qualification responses.

Kind regards,

Public Investment Corporation

Procurement

mailto:[email protected]

Page 13

|PICPROP013/09/2019|

3. FINANCIAL INFORMATION (Cont.)

3.12

Please provide a copy of the following, if applicable, including details of the cover.

Include as Appendix M

Workmen’s Compensation Certificate

3.13

Banking Details:

Name of Bank

Name of Branch

Branch Code

Account Holder Name

Account Number

Account Type

Bank Confirmation Letter Include as Appendix N

Page 22

|PICPROP013/09/2019|

The following documents must be included in the proposal:

• A joint venture formal signed agreement (if applicable) indicating the leading company as well

as both companies’ roles and responsibilities.

• Bidders are encouraged to register on the National Treasury’s Central Supplier Database.

• Organogram and CV’s of all personnel who will be working on the project.

• Bidder to provide a SARS PIN in order for PIC to verify Tax Compliance or a CSD Report from

the National Treasury supplier database.

• Name minimum of Three (3) contact numbers and Three (3) reference letters from clients for

similar projects undertaken in the past Five (5) years.

Joint Ventures/ Consortiums

The following information and documentation must be submitted:

• Joint Ventures will score as the Joint Venture throughout the tender as bids cannot be split

between the Joint Venture and individual bids.

• A consolidated Generic construction B-BBEE certificate in case of joint venture.

• All information stipulated under minimum and administrative requirements in the bid must be

submitted by all parties involved in the Joint Ventures/Consortiums, including ownership and

executive management information.

• A percentage breakdown of the work allocation between the parties must be clearly indicated.

• A formal signed agreement indicating the leading company as well as the other company roles

and responsibilities must be submitted.

• A skills transfer plan between the parties must be submitted.

(The PIC Acting on behalf of the Unemployment Insurance Fund (UIF) reserves the right to

disqualify any submissions should they be incomplete or inadequate.)

UP

10269.3 m²GBA - SUPERBASEMENT


DOUBLE VOLUME

DOUBLE VOLUME

DOUBLE VOLUME








DOUBLE VOLUME

DOUBLE VOLUME



454.5 m²SHARED FACILITY


DOUBLE VOLUME

490.3 m²GBA PODIUM

543.

2 m

²G

BA

PO

DIU

M

282.7 m²GBA PODIUM

4996.7 m²GBA PODIUM

1274.3 m²GBA T3

250.7 m²GBA PODIUM

1381.3 m²GBA T2

2689.4 m²GBA T1

169.3 m²GBA T2

1446.6 m²GBA T3

138.2 m²GBA T1

466.2 m²GBA T1

193.5 m²SHARED FACILITY

2135.8 m²GBA T2

2128.5 m²GBA T1

1445.0 m²GBA T3

1848.5 m²GBA T2

2064.2 m²GBA T1

295.5 m²GBA T1

1274.0 m²GBA T3

45.8 m²GBA T2

171.0 m²GBA T3

39.8 m²GBA T2

103.7 m²GBA T2

40.6 m²GBA T2

1655.5 m²GBA T2

2064.1 m²GBA T1

1274.0 m²GBA T3

GBA LEGEND

GBA - FACILITIES

GBA - SUPERBASEMENT

GBA PODIUM

GBA T1

GBA T2

GBA T3

SHARED FACILITY

1610.0 m²GBA T2

2017.0 m²GBA T1

188.3 m²GBA T2

1274.0 m²GBA T3

168.4 m²GBA T1

11.3 m²GBA T2

1610.0 m²GBA T2

1669.1 m²GBA T1

339.7 m²GBA T1

11.3 m²GBA T2

1274.0 m²GBA T3

1610.0 m²GBA T2

1669.1 m²GBA T1

11.3 m²GBA T2

7.7 m²GBA T1

1274.0 m²GBA T3

1610.0 m²GBA T2

1669.1 m²GBA T1

11.3 m²GBA T2

7.7 m²GBA T1

1274.0 m²GBA T3

11.3 m²GBA T2

36.2 m²GBA T1

1610.0 m²GBA T2

1152.7 m²GBA T3

116.2 m²GBA T3

1315.9 m²GBA T211.3 m²

GBA T2

286.2 m²GBA T2

11.3 m²GBA T2

1315.7 m²GBA T2

7.8 m²GBA T2

33.7 m²GBA T2


4059.5 m²GBA - FACILITIES

FOR INFORMATION

DRAWING DESCRIPTION

PROJECT NUMBER

SCALE

1st. DATE

PRINT SIZE

REVISION

A1

PROJECT NAME & DESCRIPTION

DETAILSDISCIPLINE

COPYRIGHT RESERVED

DRAWING LEGEND

KEY SITE PLAN

IDW GLH JOINT VENTUREIDW GLH JOINT VENTUREIDW GLH JOINT VENTUREIDW GLH JOINT VENTURE

SAIA No. PG 0446 & PI 4669

DRAWN BY

DRAWING NUMBER

GENERAL NOTES[1] This drawing is the copyright of the architect. [2] The contractor is to check and verify the sufficiency of information,levels and dimensions on the drawing before commencing work. [3] Any omissions, discrepancies or errors are to be reported to the architect immediately. [4] Dimensions are not to be scaled from drawing. [5] Should the contractor proceed without the above approval, he does so entirely at his own risk. [6] All materials and building works are to be fixed, applied and carried out in accordance with the SABS 0400 national building regulations, local bylaws and manufacturers’specifications. [7] Each contractor and material supplier is assumed to be experts in their field and is responsible for the product produced by them. Should they believe that site conditions or the use of their product are not conducive to the production of an acceptable product, they are to report same. [8] I.E’s to be at changes in direction on all plumbing pipes. [9] R.E’s to drains to be installed every 25 meters and at the head of every sewer run. [10] Min. Fall for 100mm drains 1:60, and min. Fall for 150mm pipes, 1:250. [11] No backfilling to take place prior to inspection and approval from the relevant consultants and inspectors. [12] All glazing to be in accordance with part ‘N’ of the national building regulations. [13] Where demarcated, specialist shop drawings are required, and are to be approved prior to manufacture and installation. [14] All brickwork to be in accordance with the NHBRC building manuals as well as in accordance with the details and the general notes on the engineers’ drawings. [15] All dimensions to be checked/measured on site prior to manufacture.

CLIENT LOGO DETAILS

JOHANNESBURGSIXTH FLOOR, 7 ANERLEY RD, PARKTOWNPHONE +27 (0) 11 486 2770WEB www.glh.co.za

PRETORIA Office 1, 267b, West Avenue, CenturionPHONE +27 (0) 12 663 1918EMAIL [email protected]

1 : 1000

C

AREA SCHEDULES - GBA

10/22/18

SUNNYSIDE OFFICE DEVELOPMENT

C/O PARK STR & STEVE BIKO STR, SUNNYSIDE, PRETORIA, TSHWANE

16028

PUBLIC INVESTMENT CORPORATION

M Louw

A100

AREA SCHEDULE - GBA

Exterior Area

GBA PODIUM

L12 PODIUM RECEPTION 1566.9 m²

1566.9 m²

GBA T1

L13 OFFICE LEVEL 01 604.4 m²






1423.3 m²

GBA T2








L21 OFFICE LEVEL 09/T1 ROOF 11.3 m²

L22 OFFICE LEVEL 10/ T3 ROOF 297.5 m²


949.3 m²

GBA T3



287.2 m²

4226.7 m²

Gross Building Area

GBA - FACILITIES

L11 FACILITIES LVL 4059.5 m²

4059.5 m²

GBA - SUPERBASEMENT

Not Placed 0.0 m²

L01 BASEMENT 05 10269.3 m²

L02 BASEMENT 04 10041.9 m²

L03 BASEMENT 03 10269.3 m²

L04 BASEMENT 02 10269.3 m²

L05 BASEMENT 01 10269.3 m²

L06 GROUND FLOOR LVL 7950.7 m²

L07 PARKADE 01 5871.4 m²

L08 PARKADE 02 7653.9 m²

L09 PARKADE 03 7452.1 m²

L10 PARKADE 04 7472.0 m²


91303.8 m²

GBA PODIUM


4996.7 m²

GBA T1










16006.6 m²

GBA T2












L24 T2 ROOF 33.7 m²

17747.9 m²

GBA T3











12962.3 m²

SHARED FACILITY

L09 PARKADE 03 454.5 m²


648.0 m²

147724.8 m²

TOTAL GBA 151951.5 m²

scale 1 : 1000

L01 BASEMENT 05

scale 1 : 1000

L02 BASEMENT 04

scale 1 : 1000

L03 BASEMENT 03

scale 1 : 1000

L04 BASEMENT 02

scale 1 : 1000

L05 BASEMENT 01

scale 1 : 1000

L06 GROUND FLOOR LVL

scale 1 : 1000

L07 PARKADE 01

scale 1 : 1000

L08 PARKADE 02

scale 1 : 1000

L09 PARKADE 03

scale 1 : 1000

L10 PARKADE 04

scale 1 : 1000

L12 PODIUM RECEPTION

scale 1 : 1000

L13 OFFICE LEVEL 01

scale 1 : 1000

L13 OFFICE LEVEL 02

scale 1 : 1000

L15 OFFICE LEVEL 03

scale 1 : 1000

L15 OFFICE LEVEL 04

scale 1 : 1000

L16 OFFICE LEVEL 05

scale 1 : 1000

L17 OFFICE LEVEL 06

scale 1 : 1000

L18 OFFICE LEVEL 07 scale 1 : 1000

L20 OFFICE LEVEL 08

scale 1 : 1000

L21 OFFICE LEVEL 09/T1 ROOF

scale 1 : 1000

L22 OFFICE LEVEL 10/ T3 ROOF

scale 1 : 1000

L23 OFFICE LEVEL 11

scale 1 : 1000

L24 T2 ROOF

PHASE I AREAS

LEVEL AREA

Not Placed 0.0 m²

L01 BASEMENT 05 10269.3 m²

L02 BASEMENT 04 10041.9 m²

L03 BASEMENT 03 10269.3 m²

L04 BASEMENT 02 10269.3 m²

L05 BASEMENT 01 10269.3 m²

L06 GROUND FLOOR LVL 7950.7 m²

L07 PARKADE 01 5871.4 m²

L08 PARKADE 02 7653.9 m²

L09 PARKADE 03 7906.5 m²

L10 PARKADE 04 7472.0 m²














L24 T2 ROOF 33.7 m²

PHASE I TOTAL 151951.5 m²

scale 1 : 1000

L11 FACILITIES LVL

DIAGRAMS ON THIS PAGE REPRESENT AREAS INCLUDED IN THE CALCULATION OF THE PROJECT FAR.

REV

ISSUE

DATE DESCRIPTION

A 2018-12-03 STAGE 2 DELIVERABLES FORINFORMATION

B 2019-01-16 FAR UPDATED TO EXCLUDESTOREROOMS ANDPLANTROOMS. GBA UPDATED TOLATEST LAYOUTS. LVL 11(SERVICE LVL) ADDED. OMIT 1OFFICE LVL ON ALL TOWERS.

C 2019-10-09 GBA UPDATED TO LATESTLAYOUTS

FDFDFDFDFDFDFDFDFDFDFD

FD

FD


FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FDFD

FDFD

FDFDFDFDFDFDFDFDFD


FD

T

T

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

MH

V

V

V

V

TA

P

SP

MH

S

S

SF

H

V

V

VM

H

V

MH

MH

MH

V

MH

V

MH

MH

SP

SP

SB

SB

SP

SP

SP

SP

SB

SB

SP

SP

SB

SBSP

SP

SP

SP

SP

CC

MH

LEGENDHARD LANDSCAPE LOADSOFT LANDSCAPE LOAD

EXISTING SERVICES

SW

FH

T

TAP

SP

SB

S

V

PAVING 02 (200mm layerworks incl. paving)

60mm paving@140kg/ m²

30mm sand layer

No fines/ drainage layer (Excluded from load

calculation)

PAVING TYPE 01 (300mm layerworks incl. paving)

60mm paving@140kg/ m²

30mm sand layer


calculation)

PLANTER 01

500mm Planting medium

30mm sand layer


calculation)PLANTER 02 (640mm layerworks )

500mm Planting medium

30mm sand layer


calculation)TREE PLANTER (1.5 tons / tree planter ) FENCE LINE

Existing Manhole

Existing Valve Box

Existing Sewer Manhole

Existing Manhole

Existing Tap Position

Existing Manhole

Existing Street Light Pole

Existing Traffic Light

Existing Telecommunication Manhole

Existing Fire Hydrant

Existing Stormwater Manhole

PA

RK

ST

RE

ET

FR

AN

CIS

BA

AR

D S

TR

EE

T

LANSCAPING TO LANDSCAPE ARCHITECT

LANSC

APIN

G TO LA

NDSCAP

E

ARCHITE

CT


LANDSCAPING TO LANDSCAPE ARCHITECT

MEC

HAN

ICAL

VEN

TILA

TIO

N /IC

V

CHA

MBE

R /

SIG

NAG

E-PY

LON

(ILLU

MIN

ATED

)

MECHANICAL VENTILATION /

SIGNAGE-PYLON(ILLUMINATED)

SERVITUDE

BOUNDARY WALL80.83M BOUNDARY LINE

SERVITUDE

PARK STREET

PEDESTRIAN

ENTRANCE

PARK STREET

PEDESTRIAN

ENTRANCE

BOUNDARY W

ALL

36.5

8M

BO

UN

DA

RY

LIN

E

BOUNDARY W

ALL

40.4

6M

BO

UN

DA

RY

LIN

E

BOUNDARY WALL

52.42M BOUNDARY LINE

44.2

4M

BO

UN

DA

RY

LIN

E

8.83M BOUNDARY

LINE



95.7

9M

BO

UN

DA

RY

LIN

E

TE

RR

AC

E B

EL

OW

TE

RR

AC

E B

EL

OW

CONCRETE ROOF

CONCRETE ROOF

CONCRETE ROOF

CONCRETE ROOF

CONCRETE ROOF

TE

RR

AC

E B

EL

OW

TERRACE BELOW

TERRACE BELOW

TERRACE BELOW

TERRACE BELOW

TERRACE BELOW

TERRACE BELOW

TE

RR

AC

E B

EL

OW

CONCRETE ROOF

TERRACE BELOW

TE

RR

AC

E

BE

LO

W

CONCRETE ROOF

LIFT

SHA

FT

LIFT

SHA

FT

FE S

TAIR

RIREMANS LIFT

LIFT SHAFT

LIFT SHAFT

FE STAIR

LIFT

SHA

FT

RIR

EMAN

S LI

FT

FE S

TAIR

EXISTING DRO

POFF

exsiting walkway to be demolished &

relocated

ENTRANCE GF

ENTRANCE GF

EXIT GF

ENTRANCE GF

ROAD W

IDENING SERVITUDE

ENTRANCE DRIVEWAY W

IDENING SERVITUDE

exsiting walkway to be demolished & relocated

exsiting walkway to be demolished &

relocated

RAMP & LANDSCAPED STEPS

TE

RR

AC

E B

EL

OW

Stormwater Line

Canopy on Ground Floor

Cano

py o

n G

roun

d Fl

oor

MECHANICAL VENTILATION /ICV

CHAMBER /

SIGNAGE-PYLON

(ILLUMINATED)

corre

ctio

n &

abon

done

men

t to

be c

onfir

med

boun

dary

to d

esig

n

boundary to designboundary to design

2m pedestrian walkway





2m p

edes

trian

wal

kway

KERB

LIN

E

EXSITING UNDERG

ROUND PO

WERLINE

exsiting pole

EXISTING POLE TO BE MOVED

NO O

BSTRUCTION IN ENTRANCE/EXIT DRIVEW

AY


KERB LINE


KERB LINE

CONSOLIDATED BOUNDARY LINE

CO

NS

OL

IDA

TE

D B

OU

ND

AR

Y L

INE


CO

NS

OL

IDA

TE

D B

OU

ND

AR

Y L

INE

storm water to Civil Eng

STORMWATER TO CIVIL ENGINEER

stor

m w

ater

to C

ivil E

ng

storm water to Civil Eng

STORMWATER TO CIVIL ENGINEER

GF

FOO

TPRI

NT

GF FOOTPRINT

GF FOOTPRINT

GF FOOTPRINT

GF FOOTPRINT

GF FO

OTPRINT

GF FOOTPRINT

GF FOOTPRINT

GF FO

OTPRINT

GF FO

OTPRINT

GF FOOTPRINT

GF

FOO

TPR

INT

GF

FOO

TPR

INT

GF FO

OTPRINT

GF FO

OTPRINT

GF FO

OTPRINT

GF FO

OTPRINT

GF FOOTPRINT

GF FOOTPRINT

GF FOOTPRINT

GF FO

OTPRINT

GF FO

OTPRINT

GF

FOO

TPRI

NT

GF FOOTPRINT

GF FOOTPRINT

GF FOOTPRINT

GF

FOO

TPRI

NT

GF FOOTPRINT

CO

NS

OL

IDA

TE

D B

OU

ND

AR

Y L

INE


CO

NS

OL

IDA

TE

D B

OU

ND

AR

Y L

INE






KERB LINE

SUBJECT TO CONSOLIDATION






SU

BJE

CT

TO

CO

NS

OLID

AT

ION

SU

BJE

CT

TO

CO

NS

OLID

AT

ION


KERB

LIN

E

KERB LINE

KERB LINE

KERB LINE

KERB LINEKERB LINE

KERB LINE

KERB LINE

KERB LINE

KERB LINE

KERB LINE

KERB LINE

KERB LINE

KERB LINE

KERB LINE

KERB LINE

EXSITING UNDERG

ROUND PO

WERLINE

EXIT GF

ENTRANCE GF

CO

NS

OL

IDA

TE

D B

OU

ND

AR

Y L

INE

PA

RK

ST

RE

ET

GF FOOTPRINT

EXIT GF

19 43

28 43

2198

2459

7405

2731

4184

2957

638

6119

7991

9754

3722

2589

1503

2646

19 39

3416


LANSCAPING TO

LANDSCAPE

ARCHITECT

LANSC

APIN

G TO LA

NDSCAP

E

ARCHITE

CT

LANS

CAPI

NG

TO

LAN

DSC

APE

ARC

HITE

CT


LANSCAPING TO LANDSCAPE

ARCHITECT

Y 80 000

Y 79 900

Y 79 900

Y 79 800

Y 80 000

Y 79 900

Y 79 800

Y 2

849 3

00

Y 2

849 2

00

Y 2

849 4

00

7810

43622517

ENTRANCE/ EXIT

ENTRANCE/ EXIT

BASEMENT

ENTRANCE/ EXIT

EX

IT

EN

TR

AN

CE

EX

IT


FOO

TPRINT OF ADJACENT BUILDING

TELECOMMUNICATION POLE TO BE RELOCATED OFF SITE

ERF 82

ERF 79

ERF 83

ADJ. ERF 1

RE

MA

IND

ER

2 O

F E

RF

6

RE

MA

IND

ER

1 O

F E

RF

5

ERF 1431

RE

MA

IND

ER

OF

ER

F 2

RE

MA

IND

ER

OF

ER

F 6

0

REMAINDER OF

PORTION 50 ERF

834

ERF 1432

REMAINDER

OF PORTION

3 OF ERF 3

REMAINDER

OF ERF 1430

REMAINDER OF

PORTION 2 ERF

740

ERF 52

ERF 87

REMAINDER OF

PORTION 39

ERF 834

REMAINDER OF

PORTION 2 ERF

834

REMAINDER OF

PORTION 1 ERF

834REMAINDER OF

PORTION 8 ERF

834

REMAINDER

OF PORTION

39 ERF 834

PORTION 1

ERF 6

REMAINDER

OF SITE 79

REMAINDER OF

PORTION 38

ERF 834

REMAINDER OF

PORTION 3 ERF

834

REMAINDER OF

PORTION 54

ERF 834

REMAINDER OF

PORTION 13

ERF 834

REMAINDER OF

PORTION 22

ERF 834

REMAINDER OF

PORTION 14

ERF 834

ERF 81

ERF 83

SERVITUDE

1315.75m

SERVITUDE

SERVITUDE

SERVITUDE

DEPARTMENT OF TOURISM

TREVENNA COURT

APARTMENTS

EXISTING FOOTPRINT.

NOT SURVEYED

EXISTING FOOTPRINT.

NOT SURVEYED

EXISTING FOOTPRINT.

NOT SURVEYED

LANS

CAPI

NG

TO

LAN

DSC

APE

ARC

HITE

CT

LAND

SCAP

ING

TO L

ANDS

CAPE

ARCH

ITEC

T

DIE

SE

L C

ON

NE

CT

ION

ST

OR

MW

AT

ER

CO

NN

EC

TIO

N

WA

TE

R C

ON

NE

CT

ION

SEWER CONNECTION

DR

IVE

WA

Y

TRAFFIC ENGINEER TO

COM

MENT

FOOTPRINT OF ADJACENT BUILDING

TR

EV

EN

NA

ST

RE

ET

17.6

3m

STEVE BIKO ROAD

PA

RK

ST

RE

ET

STEVE BIKO ROAD

STEVE BIKO ROAD

TR

EV

EN

NA

ST

RE

ET

17.6

3m

PA

RK

ST

RE

ET

SU

NN

YS

IDE

TO

WN

SH

IP

TR

EV

EN

NA

TO

WN

SH

IP

TR

EV

EN

NA

TO

WN

SH

IP

AR

CA

DIA

TO

WN

SH

IP

LAMP POLE & TAP TO BE MOVED

TREE TO BE RELOCATED

SITE FEATURE TO BEREMOVED

SEWER MANHOLE TO BE RELOCATED

NEW DROP OFF

TAXI/ BUS STOP

exsiting poleexsiting pole

exsiting pole

exsiting pole

exsiting pole

exsiting pole

exsiting pole

RAMPTERRACE BELOW

CO

NC

RE

TE

RO

OF

BE

LO

W

TERRACE BELOW

DELIVERY YARD ON GROUND LEVEL

1315.5m

1315.25m

1315m

1315m

1315m

1315.7

5m

1316m

1316.5

m

1316.2

5m

1316.2

5m

1316.2

5m

1316.25m

1316.2

5m

1315.5m

1315.75m

1315.75m

1316.7

5m

1317m

1317.2

5m

1317.5

m

1317.7

5m

1318m

1319m

1319m

1318m

1318m

1317.7

5m

1317.5

m

1317.7

5m

1317.5

m1318m

1317.7

5m

1318m

1318m

1318.25m

1318.5m

1318.75m

1318m

1319.25m

1316.25m

1316.5m

1316.75m

1317m

1317.25m1317.5m

1317.75m

1316m1316.25m

TS06-N

1318.14

TS0-N

1316.28

TS04-N

1316.11

TS03-N

1316.31

TS02-N

1316.07

TS08-N

1317.54

SUB1

1317.95

21029

RAMP & LANDSCAPED STEPS

R 5

000

R 5000

SIGNAGE-

PYLON

(ILLUMINATED)

GENERATO

R EXHAUST &

SIGNAG

E PYLON

BUILDING SIGNAGE ON CANOPY(ILLUMINATED)

5523 250 2420 2305523

REMAINDER

OF ERF 2

REMAINDER

OF PORTION

2 OF ERF 3

REMAINDER

OF PORTION

3 OF ERF 3

PORTION 1

OF ERF 3

REMAINDER OF ERF

1422

REMAINDER OF

PORTION 9 ERF

834

RE

MA

IND

ER

OF

ER

F 6

0

LIFT

SH

AFT

LIFT

SHA

FT

LIFT

SH

AFT

TERRACE BELOW

FE STAIR

N

FOR INFORMATION

DRAWING DESCRIPTION

PROJECT NUMBER

SCALE

1st. DATE

PRINT SIZE

REVISION

A0


DETAILSDISCIPLINE

COPYRIGHT RESERVED

DRAWING LEGEND


SAIA No. PG 0446 & PI 4669

DRAWN BY

DRAWING NUMBER

GENERAL NOTES[1] This drawing is the copyright of the architect. [2] The contractor is to check and verify the sufficiency of information,levels and dimensions on the drawing before commencing work. [3] Any omissions, discrepancies or errors are to be reported to the architect immediately. [4] Dimensions are not to be scaled from drawing. [5] Should the contractor proceed without the above approval, he does so entirely at his own risk. [6] All materials and building works are to be fixed, applied and carried out in accordance with the SABS 0400 national building regulations, local bylaws and manufacturers’specifications. [7] Each contractor and material supplier is assumed to be experts in their field and is responsible for the product produced by them. Should they believe that site conditions or the use of their product are not conducive to the production of an acceptable product, they are to report same. [8] I.E’s to be at changes in direction on all plumbing pipes. [9] R.E’s to drains to be installed every 25 meters and at the head of every sewer run. [10] Min. Fall for 100mm drains 1:60, and min. Fall for 150mm pipes, 1:250. [11] No backfilling to take place prior to inspection and approval from the relevant consultants and inspectors. [12] All glazing to be in accordance with part ‘N’ of the national building regulations. [13] Where demarcated, specialist shop drawings are required, and are to be approved prior to manufacture and installation. [14] All brickwork to be in accordance with the NHBRC building manuals as well as in accordance with the details and the general notes on the engineers’ drawings. [15] All dimensions to be checked/measured on site prior to manufacture.

CLIENT LOGO DETAILS


PRETORIA Office 1, 267b, West Avenue, CenturionPHONE +27 (0) 12 663 1918EMAIL [email protected]

As indicated

B

SITE DEVELOPMENT PLAN

09/26/19


C/O PARK STR & STEVE BIKO STR, SUNNYSIDE,

PRETORIA, TSHWANE

16028

PUBLIC

INVESTMENT

CORPORATION

B.K

16028-000-SDP

scale1 : 250

SITE DEVELOPMENT PLAN

- LANDSCAPING TO LANDSCAPE ARCHITECT

- ELECTRICAL, SECURITY & DATA WORK TO ELECTRICAL ENGINEER

- STORMWATER & ROADS TO CIVIL ENGINEER

- STRUCTURAL WORK TO STRUCTURAL ENGINEER

- MECHANICAL HEATING,COOLING, VENTILATION, EXTRACTION TO

MECHANICAL ENGINEER

REV ISSUE DATE DRAWING REVISION DESCRIPTION

A 2018-12-03 STAGE 2 DELIVERABLES FOR INFORMATION

B 2019-09-26 ISSUED FOR TENDER

L03 BASEMENT 03

1307490

L04 BASEMENT 02

1310210

L05 BASEMENT 01

1312930

L06 GROUND FLOOR LVL

1316500

L07 PARKADE 01

1320070

L08 PARKADE 02

1322790

L09 PARKADE 03

1325510

L10 PARKADE 04

1328230

L12 PODIUM RECEPTION

1334860

L13 OFFICE LEVEL 01

1340980

L14 OFFICE LEVEL 02

1345060

L15 OFFICE LEVEL 03

1349140

L16 OFFICE LEVEL 04

1353220

L17 OFFICE LEVEL 05

1357300

L18 OFFICE LEVEL 06

1361380

L19 OFFICE LEVEL 07

1365460

L20 OFFICE LEVEL 08

1369540

L21 OFFICE LEVEL 09/T1 ROOF

1373620

L22 OFFICE LEVEL 10/ T3 ROOF

1377700

L23 OFFICE LEVEL 11

1381780

L24 T2 ROOF

1385860

L02 BASEMENT 04

1304770

L01 BASEMENT 05

1302050

R Q P N M L K J H G F

4080

4080

4080

4080

4080

4080

4080

4080

4080

4080

4080

6120

6630

2720

2720

2720

3570

3570

2720

2720

2720

2720

L11 FACILITIES LVL

1330950

8381

0

8400 8400 8400 8400 8400 8400 8400 8400 8400 8400

GLASS & STONE FACADE TO SPECIALIST & ENGINEER

GLASS & TILE FACADE TO SPECIALIST & ENGINEER


RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

NGL

NGL


300MM CONCRETE SLAB TO STRUCTURAL ENGINEER




RAISED ACCESS FLOOR











GLASS AND TILE FACADE TO SPECIALIST & ENGINEER






1.5M HIGH GLASS BALUSTRADE






RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR

RAISED ACCESS FLOOR


FOR INFORMATION

DRAWING DESCRIPTION

PROJECT NUMBER

SCALE

1st. DATE

PRINT SIZE

REVISION

A3


DETAILSDISCIPLINE

COPYRIGHT RESERVED

/ KEY SITE PLAN


SAIA No. PG 0446

DRAWN BY

DRAWING NUMBER

CLIENT LOGO DETAILS


PRETORIA Office 1, 267b, West Avenue, CenturionPHONE +27 (0) 12 663 1918

DRAWING LEGEND

GENERAL NOTES[1] This drawing is the copyright of the architect. [2] The contractor is to check and verify the sufficiency of information, levels and dimensions on the drawing before commencing work. [3] Any omissions, discrepancies or errors are to be reported to the architect immediately. [4] Dimensions are not to be scaled from drawing. [5] Should the contractor proceed without the above approval, he does so entirely at his own risk. [6] All materials and building works are to be fixed, applied and carried out in accordance with the SABS 0400 national building regulations, local bylaws and manufacturers’ specifications. [7] Each contractor and material supplier is assumed to be experts in their field and is responsible for the product produced by them. Should they believe that site conditions or the use of their product are not conducive to the production of an acceptable product, they are to report same. [8] I.E’s to be at changes in direction on all plumbing pipes. [9] R.E’s to drains to be installed every 25 meters and at the head of every sewer run. [10] Min. Fall for 100mm drains 1:60, and min. Fall for 150mm pipes, 1:250. [11] No backfilling to take place prior to inspection and approval from the relevant consultants and inspectors. [12] All glazing to be in accordance with part ‘N’ of the national building regulations. [13] Where demarcated, specialist shop drawings are required, and are to be approved prior to manufacture and installation. [14] All brickwork to be in accordance with the NHBRC building manuals as well as in accordance with the details and the general notes on the engineers’drawings. [15] All dimensions to be checked/measured on site prior to manufacture.

1 : 500

A

SECTION HH

09/26/19


C/O PARK STR & STEVE BIKO STR, SUNNYSIDE,

PRETORIA, TSHWANE

16028

PUBLIC

INVESTMENT

CORPORATION

B.K

16028-307-SDP

scale 1 : 500

SECTION HH

REV ISSUE DATE DRAWING REVISION DESCRIPTION

A 2019-09-26 ISSUED FOR TENDER