Attachment 4 JNB-W8_ Structural Drawings.pdf

PDF 914 KB Posted Jun 22, 2026

Attached to: RFP for a Construction project at a Government-owned property in Johannesburg, South Africa
Solicitation number: 19SF5026P0036
Issued by: Department of State US Embassy Pretoria

About this file

Written by GovTribe AI · Jun 22, 2026

This document is a set of structural drawings for accessibility upgrade ramps at the U.S. Consulate General in Johannesburg, South Africa, located at 7 Trebyam Avenue, Edenburg, Sandton, Johannesburg, 2128.

The drawings were prepared by N.D. Kuverjee Civil & Structural Consulting Engineers CC, with Mr. N.D. Kuverjee serving as the Professional Engineer. The project documentation includes a comprehensive accessibility upgrade ramps layout and details drawing (2502_001) at 1:100 scale, containing plan views and multiple sectional details for ramp construction. The drawing set specifies various ramp gradients including 1:20 and 1:12 slopes, ramp landings, handrail plate details, and construction joint details. The structural specifications address foundations, surface beds, brickwork, and wall reinforcement requirements. The drawing index indicates this is the first of potentially multiple structural drawings for the project. Revisions documented through October 21, 2025 include additions for stair rebar hooks, handrail plate details, pool stand reinforced concrete base, and updates to courtyard areas to align with architectural drawings. The project was approved in April 2025 and is classified as Unclassified (U).

View the file

Other files

File	Type	Posted
19SF5026R0036.pdf	PDF	Jun 23, 2026
SF30-AMENDMEND TO 19SF5026R0036.pdf	PDF	Jun 22, 2026
Attachment 3 JNB-W8_Architectural Drawings.pdf	PDF	Jun 22, 2026
19SF5026R0036.pdf	PDF	Jun 22, 2026
Attachment 5 JNB-W8_Electrical Drawings.pdf	PDF	Jun 22, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SAJ ARCHITECTSCC

8 SAINT SEBASTIAN DRIVE, WENDYWOOD, SANDTON, JOHANNESBURGP O BOX 18570,

ACTONVILLE, 1506 TEL : 011 802 0854 FAX : 086 600 4896 CELL: 083 560 4986 E-MAIL :

SUNDEEPJ@SAJARC.COM

STRUCTURAL DRAWINGS

SITE: 7 TREBYAM AVENUE, EDENBURG, SANDTON, JOHANNESBURG,2128. U.S.

CONSULATE GENERAL JOHANNESBURG, SOUTH AFRICA

BY N.D. KUVERJEE CIVIL & STRUCTURAL

CONSULTING ENGINEERS CC.

MR. N.D. KUVERJEE [PR. ENG.]

mailto:sundeepj@sajarc.com mailto:sundeepj@sajarc.com

INDEX

1. 2502_001- Accessibility Upgrade Ramps Layout and Details

Drawings

-1871

FFL

+00

FFL

-296

FFL

-375

N e w

R a m p

1:12 Ramp

-174

-165

-187

-13

New 1:20 Ramp

R a m p

N m p

-764

-899

1:10

Ramp

F F

D D

G G

-1535

N m p

R a m p

L a n d i n g

-1535

-593 -1103

-339

E E

H H

-1535

-1103

-593

-339

-187

-339

-593

-764

-899

-1103

-187

-13 μ

VARIES

μ μ μ

GENERAL NOTES:

FOUNDATIONS

SURFACE BEDS:

BRICKWORK SPECIFICATIONS

GRADED.

WALL REINFORCEMENT

0.000.00

-165

Unclassified (U)

WARNING

APPROVAL/GOEDKEURING

DRAWING NO

SCALE

e-mail :- ndk@netactive.co.za

Alberton North

DATE

1:100

(011) 907-1819

PO Box 50,Alberton,1450

(011) 869-5924, 907-4103

13, 2nd Avenue fax

CHECKED/NAGESIEN

CLIENT APPROVAL/KLIENT GOEDKEURING

DESIGN/ONTWERP

DRAWN/GETEKEN

N.D.K.

G.J.

N.D.K.

REV.

DRAWING DESCRIPTION

AMENDMENTSDATE

TEKENING BESKRYWING

CLIENT

PROJECT PROJEK

KLIENT

APRIL 2025

2502_001

U.S. CONSULATE GENERAL

7 TREBYAM AVENUE, EDENBURG, SANDTON,

JOHANNESBURG, 2128.

ACCESSIBILITY UPGRADE

RAMPS LAYOUT &

DETAILS

U.S. Consulate General

Johannesburg, South Africa

HOOKS ADDED ON STAIR REBAR

HANDRAIL PLATE DETAILS ADDED

03 30.06.25

SECTION H-H ADDED. SECTIONS A-A & G-G04 01.09.25

POOL STAND RC BASE ADDED

COURTYARD AREA UPDATED TO SUIT ARCHITECT's05 21.10.25

DRAWING

AutoCAD SHX Text 500x250 RC FOOTING

AutoCAD SHX Text

EXISTING FOUNDATIONS TO BE CONFIRMED ON SITE

AutoCAD SHX Text 500x250 RC FOOTING

AutoCAD SHX Text

DETAIL "1"

AutoCAD SHX Text

DETAIL "1"

AutoCAD SHX Text 500x250 RC FOOTING

AutoCAD SHX Text 600x250 RC FOOTING

AutoCAD SHX Text Scale 1:50

AutoCAD SHX Text

PLAN OF RAMPS

AutoCAD SHX Text S.J

AutoCAD SHX Text I.J

AutoCAD SHX Text S.J

AutoCAD SHX Text I.J

AutoCAD SHX Text S.J

AutoCAD SHX Text I.J

AutoCAD SHX Text S.J

AutoCAD SHX Text I.J

AutoCAD SHX Text S.J

AutoCAD SHX Text I.J

AutoCAD SHX Text S.J

AutoCAD SHX Text I.J

AutoCAD SHX Text S.J

AutoCAD SHX Text I.J

AutoCAD SHX Text NEW 230THK BRICKWALL ON 600x250dp STRIP FOOTING

AutoCAD SHX Text

SOAKAWAY IN COURTYARD TO ARCHITECTS DETAILS

AutoCAD SHX Text

BALUSTRADE POST TO ARCH DETAILS

AutoCAD SHX Text

1:12 RAMP

AutoCAD SHX Text

1:20 RAMP

AutoCAD SHX Text RIP & RECOMPACT EXISTING IN-SITU MATERIAL AND COMPACT TO 93% MOD AASHTO AT 1% OMC

AutoCAD SHX Text Scale 1:50

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text 125thk SURFACE BED WITH MESH REF 193

AutoCAD SHX Text EXCAVATE ±450mm OF EXISTING IN-SITU MATERIAL AND COMPACT IN 150mm LAYERS TO 95% MOD AASHTO ENGINEER TO INSPECT PRIOR TO COMPACTING

AutoCAD SHX Text 125thk SURFACE BED WITH MESH REF 193 ON COMPACTED G7 MATERIAL IN 150mm LAYERS TO 93% MOD AASHTO

AutoCAD SHX Text

BALUSTRADE POST TO ARCH DETAILS

AutoCAD SHX Text RIP & RECOMPACT EXISTING IN-SITU MATERIAL AND COMPACT TO 93% MOD AASHTO AT 1% OMC

AutoCAD SHX Text Scale 1:25

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 600x250 RC FOOTING

AutoCAD SHX Text 125thk SURFACE BED WITH MESH REF 193 ON COMPACTED G7 MATERIAL IN 150mm LAYERS TO 93% MOD AASHTO

AutoCAD SHX Text

1:12 RAMP

AutoCAD SHX Text Scale 1:25

AutoCAD SHX Text

SECTION D-D

AutoCAD SHX Text EXCAVATE ±450mm OF EXISTING IN-SITU MATERIAL AND COMPACT IN 150mm LAYERS TO 95% MOD AASHTO ENGINEER TO INSPECT PRIOR TO COMPACTING

AutoCAD SHX Text 600x250 RC FOOTING

AutoCAD SHX Text

NEW 230/115 BRICKWORK

AutoCAD SHX Text Scale 1:10

AutoCAD SHX Text

DETAIL "1"

AutoCAD SHX Text

EXISTING BWK

AutoCAD SHX Text HOOP IRON STRAPS PLACED ON NEW BRICKWALL FIXED TO EX. BWK EVERY 4th COURSE

AutoCAD SHX Text 125thk SURFACE BED WITH MESH REF 193

AutoCAD SHX Text 200x200x10thk BASE PLATE +4M12 CHEMICAL ANCHOR BOLTS

AutoCAD SHX Text Scale 1:10

AutoCAD SHX Text

BASE PLATE PLAN

AutoCAD SHX Text

BALUSTRADE POST TO ARCH DETAILS

AutoCAD SHX Text 20mm NON- SHRINK GROUT

AutoCAD SHX Text 200x200x10thk BASE PLATE +4M12 CHEMICAL ANCHOR BOLTS

AutoCAD SHX Text

BALUSTRADE POST TO ARCH DETAILS

AutoCAD SHX Text Scale 1:10

AutoCAD SHX Text

SECTION X-X

AutoCAD SHX Text G7 MATERIAL COMPACTED IN 150mm LAYERS TO 93% MOD AASHTO

AutoCAD SHX Text Scale 1:50

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text 125thk SURFACE BED WITH MESH REF 193

AutoCAD SHX Text

1:20 RAMP

AutoCAD SHX Text

1:20 RAMP

AutoCAD SHX Text

1:20 RAMP

AutoCAD SHX Text RIP & RECOMPACT EXISTING IN-SITU MATERIAL AND COMPACT TO 93% MOD AASHTO AT 1% OMC

AutoCAD SHX Text EXCAVATE ±450mm OF EXISTING IN-SITU MATERIAL AND COMPACT IN 150mm LAYERS TO 95% MOD AASHTO ENGINEER TO INSPECT PRIOR TO COMPACTING

AutoCAD SHX Text 500x250 RC FOOTING

AutoCAD SHX Text 600x250 RC FOOTING

AutoCAD SHX Text Ex. FLOOR

AutoCAD SHX Text Scale 1:25

AutoCAD SHX Text

SECTION E-E

AutoCAD SHX Text 125thk SURFACE BED WITH MESH REF 193 ON COMPACTED G7 MATERIAL IN 150mm LAYERS TO 93% MOD AASHTO

AutoCAD SHX Text

1:12 RAMP

AutoCAD SHX Text Scale 1:25

AutoCAD SHX Text

SECTION F-F

AutoCAD SHX Text SAW CUT IN 3 x 35mm JOINT AND SEAL WITH POLYURETHANE SEALANT

AutoCAD SHX Text 250μm DAMPROOF m DAMPROOF MEMBRANE

AutoCAD SHX Text 115 x 115 x 6mm NORTON DIAMOND DOWEL PLATE AT 450mm c/c ALONG JOINT

AutoCAD SHX Text

MESH REF. 193

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

TYPICAL CONSTRUCTION JOINT DETAIL(C.J)

AutoCAD SHX Text

MESH REF. 193

AutoCAD SHX Text

MESH REF. 193

AutoCAD SHX Text 35 x 3mm SAW CUT JOINT TO BE MADE WITHIN 24 HOURS BUT NOT EARLIER THAN 12 HOURS AFTER CASTING OF CONCRETE

AutoCAD SHX Text 250μm DAMPROOF m DAMPROOF MEMBRANE

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

TYPICAL SAWCUT JOINT DETAIL(S.J)

AutoCAD SHX Text 10mm SOFTBOARD RAKED OUT TO A DEPTH OF 10mm AND SEALED WITH POLYURATHENE SEALANT

AutoCAD SHX Text 10mm THICK SOFTBOARD

AutoCAD SHX Text 250μm DAMPROOF m DAMPROOF MEMBRANE

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

TYPICAL ISOLATION JOINT DETAIL(I.J)

AutoCAD SHX Text

NEW SLAB

AutoCAD SHX Text

EXISTING SLAB

AutoCAD SHX Text

MESH REF. 193

AutoCAD SHX Text 10mm SOFTBOARD RAKED OUT TO A DEPTH OF 10mm AND SEALED WITH POLYURATHENE SEALANT

AutoCAD SHX Text 10mm THICK SOFTBOARD

AutoCAD SHX Text 250μm DAMPROOF m DAMPROOF MEMBRANE

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

TYPICAL ISOLATION JOINT DETAIL(I.J)

AutoCAD SHX Text

NEW SLAB

AutoCAD SHX Text

EXISTING BRICKWALL

AutoCAD SHX Text

MESH REF. 193

AutoCAD SHX Text F.1 EXCAVATIONS FOR BRICKWORK WALLS FOUND SHALL BE INSPECTED BY THE ENGINEER F.2 THE ENGINEER SHALL BE NOTIFIED IN GOOD TIME TO INSPECT ALL EXCAVATIONS PRIOR TO CASTING OF CONCRETE. F.3 BEFORE ANY REINFORCEMENT IS PLACED, OR CONCRETE CAST, ALL EXCAVATIONS ARE TO BE CLEANED AND COMPACTED WITH A PLATE COMPACTOR TO REFUSAL DENSITY. S.1 SURFACE BEDS ARE TO BE CONSTRUCTED OUT OF CONCRETE CLASS 320MPa/19mm S.2 SURFACE BEDS ARE T0 BE CAST ON COMPACTED FILL AND A 250 MICRON THICK PLASTIC MEMBRANE TO ASSIST WITH THE CURING AND CREEP OF CONCRETE S.3 THE SURFACE BED IS TO BE CAST INDEPENDENTLY FROM THE BRICKWORK S.4 ISOLATION JOINTS ARE TO BE PROVIDED AROUND THE PERIMETER OF OF THE S/BED AND THE BRICK FORCE. THIS IS DONE BY TURNING UP THE PLASTIC MEMBRANE AGAINST THE BRICKWORK BEFORE CASTING. THIS ACTS AS A BOND BREAKER. S.5 LARGE PANELS OF THE SURFACE BED ARE TO BE PROVIDED WITH SAW JOINTS AS PER THE DETAIL. PANEL SIZES SHOULD NOT EXCEED 3.5m x 3.5m AND SHOULD CORRESPOND WITH THE ARCHITECT'S TILING LAYOUT. S.6 THE SURFACE FINISH SHOULD SUIT THE FINAL FLOOR COVERING AS SPECIFIED BY THE ARCHITECT. B.1 ALL BRICKWORK IS TO BE OF SOLID HARD BURNT CLAY BRICKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 14MPa LAID ON CLASS II MORTAR WITH A 28 DAY COMPRESSIVE STRENGTH OF 14MPa AS SPECIFIED IN SANS 10164-1 (CODE OF PRACTICE FOR MASONRY). B.2 SAND FOR MORTAR SHALL COMPLY WITH SANS 1090 AND BE WELL GRADED. B.3 OPC, PORTLAND BLASTFURNACE CEMENT OR PC15 (WITH OR WITHOUT THE LIMITED ADDITION OF LIME) SHALL ALL COMPLY WITH THE RELEVANT SANS SPECIFICATIONS AND SHALL BE USED IN ALL MORTAR WORK. B.4 THE INGREDIENTS FOR MORTAR SHALL BE MEASURED IN PROPER GUAGE BOXES OR OTHER CALIBRATED MEASURES AND BE MIXED ON A BOARDED PLATFORM. ALTERNATIVELY, MIXING MAY BE DONE BY AN APPROVED MECHANICAL BATCH TYPE MIXER. B.5 UNITS SHALL BE LAID ON A FULL BEDDING OF MORTAR AND VERTICAL JOINTS BETWEEN UNITS SHALL BE COMPLETELY FILLED WITH MORTAR (UNO). B.7 UNITS SHALL BE LAID IN STRETCHER BOND I.E. WITH STAGGERED VERTICAL JOINTS (UNO). W.1 BRICKFORCE: MINIMUM DIAMETER OF BRICKFORCE WIRES = 2.8mm YIELD STRENGTH = 485 MPa LAP LENGTHS = 400mm MIN. W.2 BRICKFORCE SHALL BE PLACED IN ALL COURSES ABOVE THE WALL FOOTING TO THE SURFACE BED LEVEL (UNO) AND THEREAFTER IN EVERY FOURTH COURSE UP TO DOOR OPENING HEIGHT. 4 LAYERS OF BRICKFORCE OVER ALL DOORS AND WINDOWS. W.3 BRICKFORCE SHALL BE BUILT INTO THE WALLS WITH A MORTAR COVER OF AT LEAST 20mm.

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text Y10@200 c/c

AutoCAD SHX Text

MIN

AutoCAD SHX Text

NGL

AutoCAD SHX Text

FOUNDING DEPTH TO

AutoCAD SHX Text

BE CONFIRMED ON SITE

AutoCAD SHX Text

MESH REF 193

AutoCAD SHX Text (MIN LAPS = 300mm)

AutoCAD SHX Text

450 MIN

AutoCAD SHX Text

(FOR ROUTING OF

AutoCAD SHX Text

SERVICES)

AutoCAD SHX Text

BRICKFORCE IN ALL COURSES

AutoCAD SHX Text

(MIN 7) TO S/BED LEVEL

AutoCAD SHX Text

THEREAFTER EVERY

AutoCAD SHX Text 4th COURSE (SEE NOTES)

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

FILL

AutoCAD SHX Text

250 MICRON THICK

AutoCAD SHX Text

PLASTIC MEMBRANE

AutoCAD SHX Text

DPC TO

AutoCAD SHX Text

ARCHITECTS

AutoCAD SHX Text

DETALS

AutoCAD SHX Text

(SHAPE CODE 60 -

AutoCAD SHX Text A DIM = 150mm

AutoCAD SHX Text B DIM = 600mm

AutoCAD SHX Text L = 1750mm)

AutoCAD SHX Text

LONG REINF Y10 - LENGTH

AutoCAD SHX Text MIN LAPS = 500mm

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

FOUNDING STRATUM TO BE AS DEFINED

AutoCAD SHX Text

BY THE ENGINEER

AutoCAD SHX Text

ISOLATION JOINT

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

FILL

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

FILL

AutoCAD SHX Text

DPC TO

AutoCAD SHX Text

ARCHITECTS

AutoCAD SHX Text

DETALS

AutoCAD SHX Text

BRICKFORCE IN ALL COURSES

AutoCAD SHX Text

(MIN 7) TO S/BED LEVEL

AutoCAD SHX Text

THEREAFTER EVERY

AutoCAD SHX Text 4th COURSE (SEE NOTES)

AutoCAD SHX Text

220 THICK

AutoCAD SHX Text

BRICKWORK

AutoCAD SHX Text

110 THICK

AutoCAD SHX Text

BRICKWORK

AutoCAD SHX Text

TYPICAL STRIP FOOTINGS DETAILS

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

RC STAIRCASE: PLAN LAYOUT

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

RC STAIRCASE: TYPICAL CROSS SECTION

AutoCAD SHX Text 200x250dp RC BEAM

AutoCAD SHX Text 125mm THK STAIRCASE LANDING

AutoCAD SHX Text 9Y10-A02-200 B1

AutoCAD SHX Text 9Y10-A03-200 B1

AutoCAD SHX Text 9Y10-A06-200 B1

AutoCAD SHX Text 9Y10-A01-200 B1

AutoCAD SHX Text 9Y10-A08-200 B1

AutoCAD SHX Text 9Y10-A05-200 B1

AutoCAD SHX Text 9Y10-A07-200 B1

AutoCAD SHX Text 9Y10-A01-200 B1

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

RC STAIRCASE: REBAR ARRANGEMENT

AutoCAD SHX Text 9Y10-A04-200 B1

AutoCAD SHX Text 12Y10-A09-200 T&B

AutoCAD SHX Text 24Y10-A09-200 T&B

AutoCAD SHX Text A09

AutoCAD SHX Text

9Y10-A10-200 HOOKS

AutoCAD SHX Text

9Y10-A10-200 HOOKS

AutoCAD SHX Text

MEMBER

AutoCAD SHX Text

BAR

AutoCAD SHX Text

MARK

AutoCAD SHX Text

OFF

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BAR

AutoCAD SHX Text No

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

PER

AutoCAD SHX Text No

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text No

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text mm

AutoCAD SHX Text

CODE

AutoCAD SHX Text

SHAPE

AutoCAD SHX Text

BENDING DIMENSIONS [SABS 82]

AutoCAD SHX Text A

AutoCAD SHX Text mm

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text mm

AutoCAD SHX Text D

AutoCAD SHX Text mm

AutoCAD SHX Text E/R

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

CUTTING

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

RC STAIRCASE

AutoCAD SHX Text A02

AutoCAD SHX Text A01

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text (450)

AutoCAD SHX Text A03

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text (450)

AutoCAD SHX Text A04

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text (650)

AutoCAD SHX Text A05

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text (550)

AutoCAD SHX Text A06

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text (1650)

AutoCAD SHX Text A07

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text (550)

AutoCAD SHX Text A08

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text A09

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text A10

AutoCAD SHX Text

AutoCAD SHX Text Y10

AutoCAD SHX Text

AutoCAD SHX Text Scale 1:5

AutoCAD SHX Text

WALL RAIL PLATE DETAIL

AutoCAD SHX Text 230mm THICK BRICKWALL

AutoCAD SHX Text

STEEL PLATE WITH 4/M8

AutoCAD SHX Text 120x120x8mm THICK

AutoCAD SHX Text

MECHANICAL ANCHORS

AutoCAD SHX Text

STEEL PLATE WITH 4/M8

AutoCAD SHX Text 120x120x8mm THICK

AutoCAD SHX Text

MECHANICAL ANCHORS

AutoCAD SHX Text 10mm DIA. ROD

AutoCAD SHX Text 32x2.0mm CHS RAIL

AutoCAD SHX Text

WELDED TO PLATE

AutoCAD SHX Text 10mm DIA. ROD

AutoCAD SHX Text

WELDED TO PLATE

AutoCAD SHX Text

EXISTING BRICKWALL

AutoCAD SHX Text

EXISTING BRICKWALL

AutoCAD SHX Text G7 LAYERWORKS COMPACTED IN 150mm LAYERS to 93% MOD AASHTO AND SHAPED TO FALLS TOWARDS NEW MANHOLE

AutoCAD SHX Text Scale 1:25

AutoCAD SHX Text

SECTION H-H

AutoCAD SHX Text

EXISTING FOOTING

AutoCAD SHX Text

EXISTING FOOTING

AutoCAD SHX Text GRASS AREA AND SOAKAWAY TO ARCHITECT's DETAILS

AutoCAD SHX Text

EXISTING INTERNAL S/BED

AutoCAD SHX Text

EXISTING INTERNAL S/BED

AutoCAD SHX Text 125thk SURFACE BED WITH MESH REF 193 ON TOP OF EXISTING SURFACEBED. EXISTING TO BE ROUGHNED ON SURFACE FOR NEW SURFACEBED

AutoCAD SHX Text

1:12 RAMP

AutoCAD SHX Text Scale 1:25

AutoCAD SHX Text

SECTION G-G

AutoCAD SHX Text

EXISTING SURFACEBED TO BE ROUGHNED ON SURFACE.

AutoCAD SHX Text EXISTING 75mm THK TILES

AutoCAD SHX Text

8Y10-B02-200 STIRRUPS

AutoCAD SHX Text

8Y10-B01-200 STIRRUPS

AutoCAD SHX Text

8Y10-B01-200 STIRRUPS

AutoCAD SHX Text

8Y10-B02-200 STIRRUPS

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

POOL STAND RC BASE: PLAN LAYOUT

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

POOL STAND RC BASE: SECTION

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

POOL STAND BASE REBAR: PLAN LAYOUT

AutoCAD SHX Text

SCALE 1:20

AutoCAD SHX Text

POOL STAND BASE REBAR: SECTION

AutoCAD SHX Text

MOD AASHTO

AutoCAD SHX Text IN 150mm LAYERS TO

AutoCAD SHX Text

G7 LAYERWORKS COMPACTED

AutoCAD SHX Text

BASE FOR POOL STAND

AutoCAD SHX Text 1200x1200x500dp RC

AutoCAD SHX Text

BASE FOR POOL STAND

AutoCAD SHX Text 1200x1200x500dp RC

AutoCAD SHX Text

MEMBER

AutoCAD SHX Text

BAR

AutoCAD SHX Text

MARK

AutoCAD SHX Text

OFF

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BAR

AutoCAD SHX Text No

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

PER

AutoCAD SHX Text No

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text No

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text mm

AutoCAD SHX Text

CODE

AutoCAD SHX Text

SHAPE

AutoCAD SHX Text

BENDING DIMENSIONS [SABS 82]

AutoCAD SHX Text A

AutoCAD SHX Text mm

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text mm

AutoCAD SHX Text D

AutoCAD SHX Text mm

AutoCAD SHX Text E/R

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

CUTTING

AutoCAD SHX Text

AutoCAD SHX Text Y12

AutoCAD SHX Text

RC POOL BASE

AutoCAD SHX Text B02

AutoCAD SHX Text B01

AutoCAD SHX Text Y12

AutoCAD SHX Text

AutoCAD SHX Text This Document is the property of the U.S. Government. Further reproduction and distribution are prohibited without the express written approval of the U.S Department of State, Consulate General Johannesburg 1 Sandton Drive, Sandhurst, Johannesburg, 2146, South Africa

AutoCAD SHX Text

N.D.KUVERJEE

AutoCAD SHX Text

CIVIL & STRUCTURAL

AutoCAD SHX Text CONSULTING ENGINEERS cc

Sheets and Views

001

File details come from the government source that posted it. Updated Jun 22, 2026.