ISSUED FOR COUNCIL APPROVAL - Leeto la Polokwane

Page 1

LONGSECTION SW 07SCALE 1:1000

Chainage Distance

Depth

C/L Ground Levels

GradeDistance

Material

0.00

0

Invert Level

1318

.549

1317

.420

1.

129

SW07

16.6

413

18.9

6113

17.9

611.

000

20.9

313

19.3

2213

18.3

220.

689

48.5

013

19.6

8313

18.6

441.

039

90.8

313

20.1

0613

19.1

390.

967

133.

2613

20.5

3113

19.6

340.

897

185.

4513

21.2

4413

20.2

441.

000

600Ø CONC STORMWATER PIPE

16.64 27.57 42.33 42.43 52.19

1 in 30.76 1 in 85.60

1318

.272

1.00

0

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

1:250

Page 2

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

1:250

Parking Area

Point Y X Height

P01 -79 291.718 2 626 907.048 1 318.442

P02 -79 295.965 2 626 890.949 1 318.073

P03 -79 319.270 2 626 897.097 1 317.886

P04 -79 316.476 2 626 907.687 1 318.210

P05 -79 354.353 2 626 917.524 1 318.628

P06 -79 370.297 2 626 926.026 1 319.102

P07 -79 374.856 2 626 924.290 1 319.110

P08 -79 387.843 2 626 875.066 1 318.075

P09 -79 384.942 2 626 874.301 1 318.025

P10 -79 386.752 2 626 867.440 1 317.992

P11 -79 335.650 2 626 853.958 1 317.464

P12 -79 344.309 2 626 821.135 1 316.122

P13 -79 411.352 2 626 838.823 1 317.400

P14 -79 400.883 2 626 878.507 1 318.352

P15 -79 386.981 2 626 931.199 1 319.291

P16 -79 379.246 2 626 929.158 1 319.235

P17 -79 378.057 2 626 929.745 1 319.243

P18 -79 377.985 2 626 930.017 1 319.241

P19 -79 378.497 2 626 931.163 1 319.238

P20 -79 398.677 2 626 937.335 1 319.562

P21 -79 399.430 2 626 934.483 1 319.503

P22 -79 392.770 2 626 932.726 1 319.331

P23 -79 417.141 2 626 840.350 1 317.603

P24 -79 437.903 2 626 845.827 1 317.814

P25 -79 413.532 2 626 938.204 1 319.932

P26 -79 407.551 2 626 936.626 1 319.769

P27 -79 406.792 2 626 939.476 1 319.832

P28 -79 404.762 2 626 946.180 1 320.001

P29 -79 382.322 2 626 940.246 1 319.450

P30 -79 371.202 2 626 934.981 1 319.242

P31 -79 361.756 2 626 927.553 1 319.937

P32 -79 352.822 2 626 923.325 1 318.772

P33 -79 315.022 2 626 913.196 1 318.377

Combi Court

Point Y X Height

C01 -79 325.926 2 626 890.885 1 318.177

C02 -79 333.857 2 626 860.824 1 317.866

C03 -79 381.338 2 626 873.350 1 318.357

C04 -79 373.407 2 626 903.411 1 318.668

Stormwater Manholes

Point Y X

SW01 -79 272.573 2 626 766.535

SW02 -79 343.698 2 626 821.491

SW03 -79 377.703 2 626 830.462

SW04 -79 417.497 2 626 840.961

SW05 -79 438.926 2 626 846.459

SW06 -79 333.210 2 626 859.696

SW07 -79 388.199 2 626 875.677

SW08 -79 381.833 2 626 899.805

SW09 -79 407.164 2 626 880.157

SW10 -79 268.192 2 626 875.945

SW11 -79 296.321 2 626 891.560

SW12 -79 316.832 2 626 908.298

SW13 -79 384.446 2 626 934.097

SW14 -79 294.309 2 626 912.385

SW15 -79 308.493 2 626 926.486

SW16 -79 319.714 2 626 937.642

SW17 -79 338.401 2 626 942.210

SW18 -79 356.397 2 626 946.610

SW19 -79 365.654 2 626 979.573

SW20 -79 355.153 2 627 019.333

SW21 -79 344.206 2 627 061.251

SW22 -79 292.687 2 626 928.941

SW23 -79 292.249 2 626 933.198

SW24 -79 296.332 2 626 960.458

SW25 -79 285.562 2 627 001.396

SW26 -79 274.713 2 627 042.409

SW27 -79 298.292 2 627 086.604

Sportsfield

Point Y X Level

SF01 -79 291.600 2 626 932.389 1 319.309

SF02 -79 299.761 2 626 934.542 1 319.392

SF03 -79 356.224 2 626 930.315 1 319.743

SF04 -79 375.799 2 626 954.603 1 320.177

SF05 -79 377.044 2 626 982.969 1 320.531

SF06 -79 366.280 2 627 023.768 1 321.123

SF07 -79 355.517 2 627 064.567 1 321.880

SF08 -79 333.376 2 627 093.653 1 321.568

SF09 -79 297.154 2 627 098.564 1 321.366

SF10 -79 268.068 2 627 076.423 1 320.898

SF11 -79 263.157 2 627 040.200 1 320.422

SF12 -79 273.921 2 626 999.402 1 320.000

SF13 -79 284.684 2 626 958.603 1 319.578

Page 3

Sportsfield

Access Road Combi Court Parking Area1321.375

1319.6691320.479

D4019Sportsfield1319.988

1320.943

OGL1.200

0.30

0

4.8000.5001.000

0.30

0

0.20

0

1.20

0

CONCRETE VEE DRAIN

80mm Interlocking Concrete Paving Blocks (FUTURE)

20mm Sand (FUTURE)

125mm G5 gravel compacted to 93% MAASHTO Density

Figure 7 Barrier Kerb

150mm Rip in-situ material and compact to 93% MAASHTO Density

1.000

0.20

0

CONCRETE VEE DRAIN

1.200

0.30

0

1.200

0.30

0

80mm Interlocking Concrete Paving Blocks (Future for Parking Area)25mm Sand (Future for Parking Area)

125mm G5 gravel compacted to 93% MAASHTO Density

150mm Rip in-situ material and compact to 93% MAASHTO Density

In-situ material

Compacted Asphalt Surface Course125mm G5 gravel compacted to 93% MAASHTO Density

150mm Rip in-situ material and compact to 93% MAASHTO Density

In-situ material

Liquid Applied Acrylic Surface System (Non Cushioned) Artificial Grass200mm Subbase Layer(formed from top 50mm and bottom 150mm layers)

200mm Subgrade Layer compacted to 93% MAASHTO Density

In-situ material

Bidim A4 or equal approved Geotextile Membrane

Synthetic Surface (non-cushioned surface) (FUTURE)200mm Subbase Layer(formed from top 50mm and bottom 150mm layers)

200mm Subgrade Layer compacted to 93% MAASHTO Density

In-situ material

Bidim A4 or equal approved Geotextile Membrane

SPORTSFIELD

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

DETAIL CDETAIL B

DETAIL A

CROSS SECTIONS THROUGH SITE (1:500)

DETAIL A (1:25) (FUTURE)

RUNNING TRACK

DETAIL C (1:10)

DETAIL B (1:25) (FUTURE)

ACCESS & PARKING AREA LAYERWORKS (1:25) COMBI COURT LAYERWORKS (1:25) SPORTSFIELD LAYERWORKS (1:25)

RUNNING TRACK LAYERWORKS (1:25)

Page 4

80mm Interlocking Concrete Paving Blocks20mm Sand125mm G5 gravel compacted to 93% MAASHTO Density

6000

Figure 7 Barrier Kerb

2% 150mm Rip in-situ material and compact to 93% MAASHTO Density

2000 MIN.

PRECAST CONCRETE BARRIER KERB

TRANSITION SECTIONIN SITU CONCRETE(CLASS 20/19 )

IN SITU CASTCONCRETE MOUNTABLE KERB

SCALE 1:50

A

F

B

A

F

B

DETAIL OF TRANSITION SECTION

(10 mm OPEN JOINT EVERY 2000 mm)MORTAR AND GROOVED HALF ROUND10 mm JOINT FILLED WITH 1:3 CEMENT/SAND

PPECAST CONCRETE BARRIER KERBS

KERBING ON CURVED SECTIONSINSTALLATION OF BARRIER

CLASS 20/19 CONCRETE BACKING

280

150180

1:20

KERBING ON STRAIGHTSINSTALLATION OF BARRIER

PRECAST CONCRETE BARRIER KERBS

300

180

280

300

225

1:20

12 mm ROUNDING

1000 mm LENGTHS ON STRAIGHTS AND 300 mm LENGTH PRECAST CONCRETE BARRIERKERB, FIGURE 7 SABS 927,

PLACED SIMULTANEOUSLY WITH KERB

DETAIL OF BARRIER KERBING

150

1000

1000

AND 10 mm OPEN JOINTS EVERY 2000mm

WITH GUTTERTO BE CAST SIMULTANEOUSLYCLASS 20/19 CONCRETE BACKING

225

225

1:10

SUBBASE

ON CURVES.

20

CLASS 25/19 CAST IN SITU GUTTER

CARRIAGE WAY

12 mm ROUNDING150 105 75

140

140

Side walk

1:10

DETAIL OF MOUNTABLE KERBING

SIDE WALK

NOTE 1 : Kerbing to be laid

1:50 SLOPE

on sub-base

CAST IN SITU KERBING

100

125

300

20

CLASS 25/19 CONCRETE

1:50 Slope

LEVEL OF CARRAIGE WAYFINISHED WEARING COURSE

BETWEEN MOUNTABLE AND BARRIER KERBS

833MAX167MAX

1000MAXEXCAVATION

230MAX

TYPICAL IN-SITU KERBING AND BACKFILLING DETAIL

CONCRETE CLASS 25 MPa

TYPICAL BACKFILL DETAIL

CONCRETE CHANNEL

TO 90% MOD AASHTOIMPORTED BACKFILL COMPACTED

25

CLASS

200X200X200

25m Pa

150

CONCRETESUPPORT

CONCRETE CHANNEL

BEDDING

FIG 8 C

300

25

TO 90% Mod AASHTOIMPORTED BACKFILL COMPACTED

FIG 8 SPECIAL

R20

300

150

R12

125

100

400

R20

305

FIG 8 D

R12

7550

205100

150

150

EDGE BEAM

TYPICAL ROAD CROSS SECTIONScale 1:20

COMBI COURTS

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

1:250

Page 5

TYPICAL PART PLAN

TYPE II 2050

TYPE II 1610

TYPE

II 1

150

TYPE

II 1

590

TYPE II 1610

TYPE II 2050

SEE

NO

TE (4

)15

0 O

R 2

00

TYPE II 1590

TYPE II 1150

TYPE 2A OR TYPE 6MH COVER AND FRAME

FINAL GROUND ORROAD LEVEL

RC ROOF SLABCONCRETE CLASS 25/19

CONCRETE CLASS 25/19FLOOR SLAB

25mm CHAMFER

STEP IRONS

SECTION A - A

25mmCOVER

C

C

D

D

D

C

B BBBBAAAA

TYPE

II 1

590

TYPE II 2050

REINFORCEMENT OF ROOF SLAB

INTE

RN

ALC

HAM

BER

SIZ

E92

0 x

1150

A

B

C

D

MARK DIA

Y12

Y12

Y12

Y12

NO

4

5

3

4

LENGTH

610

1430

1660

840

TOTAL

2440

7150

4980

3360

SHAPE

60

60

60

60

490

1310

1540

720

TYPE

I

PAVEMENT OR ROAD

TOTAL LENGTH 17 930 MASS 15,922Kg

TOTAL LENGTH 34 120 MASS 84,140Kg

PAVEMENT OR ROAD

TYPE

II

1180

2000

1540

720

100

100

100

100

5520

11000

13920

3680

1380

2200

1740

920

4

5

8

4

Y20

Y20

Y20

Y20

D

C

B

A

1150

x 1

610

CH

AMBE

R S

IZE

INTE

RN

AL

STEEL SCHEDULE PER MANHOLE NOTES123

4

5

FOR PIPES UP TO 675mm DIAMETER USE TYPE I MANHOLEFOR PIPES 750 TO 900mm DIAMETER USE TYPE II MANHOLEFOR PIPES 1050 TO 1350mm DIAMETER USE TYPE II MANHOLE

ROOF SLAB THICKNESS FOR TYPE I MANHOLE TO BE 150mmROOF SLAB THICKNESS FOR TYPE II MANHOLE TO BE 200mmMINIMUM COVER TO REINFORCEMENT TO BE 25mm

6 MANHOLE COVERS & FRAMES AS PER SABS 558(a)(b)

ROADWAYSIDEWALKS

--

TYPE 2ATYPE 6

OR CONCRETE EQUIVALENT APPROVED

A A

B

B

8 STEP IRONS TO COMPLY WITH BS 12477 BRICKS TO BE ENGINEERING UNITS (NXFE-14) AS PER SABS 227

BENCHINGCONCRETE CLASS 25/19

50

50

20

TURNED THROUGH 90 D

SECTION B - B

TYPE I 1590

220 TYPE I 1150 220

220

TYPE

I 92

0

TYPE

I 13

60

220

150

220 600 220VA

RIE

S 75

MIN

VAR

IES

230 150

150

220 TYPE I 1150 220

TYPE I 1590 TYPE I 1360

TYPE I 920220 220

300

300

MAX

220 600 220

115

TYPE

I 13

60

TYPE I 1590

N.B. BRICKWORK DETAILSFOR DEPTHS UP TO 3500 ONLY

GEO-PIPE (PERFORATED)

FLO-DRAIN(FLOW-NET &KAYMAT)

R80

GRAVEL

BASE

SURFACE LAYER

600

1000

SUBSOIL DRAIN

ON CLASS B BED.

PIPE - OCEE JOINTS

CLASS 50D CONCRETE

600 mm DIAMETER

200 300300 200OUTSIDE

DIAMETER

150 mm

BEDDING CRADLE OF

COMPACTED SELECTED

GRANULAR MATERIAL.

PACTED TO 90%

SELECTED FILL COM-

STORMWATERPIPE BEDDING

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

Page 6

10 - 20mm MORTAR 230mm BRICK WALL

80 X 80 X 10L STEEL PROFILECAST INTO CONCRETE APRON80 X 80 X 10L STEEL PROFILE

400

400

320630

100mm SLAB100mm SLAB

5H-Y10-150, T2 & B2

A TO D-Y10-150, T1 & B1

E TO G-Y10-150, T2 & B22H-Y10-150, T2 & B2

17D-Y10-150, T1 & B1

A B C D

E

F

G

HH

1500

410 90 500 500

1500

500 500 15

1515

50015

10

801015 15

565

900900

INSITU REINFORCEDCONCRETE SLAB WITHMANHOLE FRAMEFOR CONCRETE COVER

25mm ASPHALT SURFACINGCONCRETE APRON CLASS 25/1980 X 80 X 10L CAST INTO CONCRETE APRONPRECAST SLAB FOR CATCHPIT (SEE DETAIL)

230mm BRICK WALL

230mm BRICK WALL

CONCRETE FLOOR CLASS 25/19

230mmBRICK WALL

160

230230

600

565

15

160

25/19 INSITUCONCRETE APRON

PRECAST CONCRETE KERBSABS 927 - FIG. 3

25/19 INSITUCONCRETE APRON

KERB BEDDING 20/19 CONCRETEFOR LENGTH OF TRANSITIONS

150 X 150 CONCRETEANCHOR BLOCK (15MPa)

(1:10)(1:10)

150 X 150 CONCRETEANCHOR BLOCK (15MPa)

PRECAST CONCRETE KERBSABS 927 - FIG. 3

KERB BEDDING

TYPE IITYPE I

CATCHPIT

CONCRETE APRON80 X 80 X 10L CAST INTO

CONCRETE APRONCLASS 25/19

BRICK WALL230mm

CONCRETE FLOORCLASS 20/19

BRICK WALL230mm

(SEE DETAIL)CATCHPITPRECAST SLAB FOR

PLAN OF CATCHPIT & OUTLET BOX

600mm DIA. MANHOLE FRAME FOR CONCRETE COVER

MASONRY OUTLET BOXWITH INSITU CONCRETE TOPSLAB

PRECAST CONCRETE SLAB FORCATCHPIT (SEE DETAIL)

STORM WATER PIPE

SECTION CC

PRECAST SLAB FORCATCHPIT(SEE DETAIL)

230mmBRICK WALL

CLASS 20/19CONCRETE FLOOR

230mmBRICK WALL

CLASS 25/19CONCRETE APRON

80 X 80 X 10L CAST INTOCONCRETE APRON

BENDING SCHEDULEPRECAST SLAB FOR CATCHPIT

PRECAST CONCRETE KERBSABS 927 FIG 3.

CAST INSITU TRANSITION CLASS 25/19 CONCRETE

10mm CONSTRUCTION JOINT EVERY 1.0m

DIRECTION OF FLOW

A

A

B

B

C

C

D

D

105/17R8-100

(1:20)

101/3Y16 (BOT)102/2Y10 (TOP)

103/3Y16 (BOT)104/2Y10 (TOP)

101/3Y16 (BOT)102/2Y10 (TOP)

105/17R8-100

105/7R8-100

103/3Y16 (BOT)104/2Y10 (TOP)

108/6Y10 (BOT)

107/6Y10 (BOT)

105/7R8-100

106/Y10 (TOP & BOTTOM)

1 ABCDEFGH

STOOLS

222

34222

1430

Y10Y10Y10Y10Y10Y10Y10Y10R10

150300450550

1050120013201450750

2020202020202020

BENDING SCHEDULEOUTLET BOX TOP SLAB

BARNO.

TYPE &DIAM.

NO. PERUNIT

CUTLENGTH

SHAPECODE

DIMENTIONSA B

101102103104105106107108

Y16Y10Y16Y10R8

Y10Y10Y10

6464

48666

1080108016801680700800750

1080

2020202020202020

1080108016801680180800750

1080

110

20545o/a

250

230

REINFORCEMENT LAYOUT

SECTION EE

ITEMNO.

BARMARK.

NO. PERITEM

TOTAL BARSIZE

BAR LENGTH SHAPECODE

100

10

(1:15)

(1:15)

CONCRETE LAYOUT

230

1500 1500

(1:15)

(SECTION DD)CATCHPIT & OUTLET BOX

1360 550

OUTLET BOX TOP SLABREINFORCEMENT LAYOUT

VARI

ES(1

.5m

FOR

TEN

DER

PURP

OSES

)15

0

(1:20)

120

30

STORM WATER PIPE

150

330

230 400630

180

450450

(1:10)

120

150

510

780

230

780

320

250

100

20

80

630

1000

SECTION AA150

300

150 150

100

R 20

125150

25

120

SECTION BB

75

300

150 150

R 20

150125

VARIES

25

150

(1:10)

230

780

320

120

780 510

100

20

160

250

120

80

630

LENGHT OF TRANSITION 3.0m

1000 1000

LENGHT OF CATCHPIT 3.0m

(1:25)

3000

230

630

E

E

230mm BRICK WALL

50mm [ LIFT HOLES (uPVC PIPES CUT FLUSH WITH CONCRETE)

25MPa CONCRETE, WOOD FLOAT FINISH80 X 80 X 10L STEEL PROFILE. (FRONT FACIA & VERTICAL LEGS)

150

150

565

450

630

565

1130

600

600

23017301270 230

230

150

330

450

180

120

230

150

450

330

120

180

LENGHT OF TRANSITION 2.0m

1000 1000

230

450

400

900

230

X:\DRW\STADSING\P_STORM\STANDTEK\PAAIE_SW\GENERAL CATHPIT DETAILS.DWG

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

Page 7

TYPICAL BEDDING AND BACKFILL DETAILS FORWATER PIPES - SIDE WALKS

SCALE 1:20

TRENCHING

*

PREPARATION OF TRENCH BOTTOM(CLAUSE 09/202)

10mm TOPSOIL (CLAUSE 13/202)

BACKFILL OF APPROVEDEXCAVATED MATERIAL

SELECTED BACKFILL(CLAUSE 09/409)100mm UNCOMPACTED SELECTEDBACKFILL MATERIAL,150mm IN ROCK/HARD MATERIAL(CLAUSE 09/202)

COMPACTED TO90% OF MOD AASHTODENSITY IN 150mm LAYERS

HAND COMPACTED IN 100mm LAYERS

NGL

TYPICAL BEDDING AND BACKFILLDETAILS FOR WATER PIPES -

ROAD CROSSINGSSCALE 1:20

TRENCHING

LEGEND:S = WORKING SPACE EACH SIDE OF PIPE, MIN. 200mm CLAUSE 04.01/202B = OD OF PIPE. CLAUSE 00/999 = REFERENCE IN STANDARD SPECIFICATION (CLAUSE NUMBER / SECTION NUMBER)

PREPARATION OF TRENCH BOTTOM(CLAUSE 09/202)

100mm UNCOMPACTED SELECTEDBACKFILL MATERIAL,150mm IN ROCK/HARD MATERIAL(CLAUSE 09/202)

SELECTED MATERIAL, STABILISED WITH 3% CEMENTBY MASS, AND COMPACTED IN 3 x 150mm THICKLAYERS TO 95% OF MOD. AASHTO DENSITY

SELECTED GRAVEL MATERIAL APPROVED BY THE ENGINEER,WITH A PI < 6, AND COMPACTED TO 93% OF MOD. AASHTODENSITY

APPROVED EXCAVATED MATERIAL COMPACTEDTO 93% OF MOD. AASHTO DENSITY IN LAYERSNOT EXCEEDING 150mm IN THICKNESS

TRENCHING

PREPARATION OF TRENCH BOTTOM(CLAUSE 09/202)

100mm UNCOMPACTED SELECTEDBACKFILL MATERIAL,150mm IN ROCK/HARD MATERIAL(CLAUSE 09/202)

APPROVED EXCAVATED MATERIAL COMPACTEDTO 93% OF MOD. AASHTO DENSITY IN LAYERSNOT EXCEEDING 150mm IN THICKNESS

EXISTING ROAD SURFACE

PRIME 60% ANIONIC BITUMIN EMULSION

MINIMUM 50mm MEDIUM GRADINGCONTINUOUSLY GRADED ASPHALT

CLAUSE14/202

SAWCUT SAWCUT

A) GRAVEL ROADS

B) SURFACED ROADS

CLAUSE 14/202

(CLAUSE13/202)

THRUST BLOCK FOR 45° BENDSCALE 1:30

THRUST BLOCK FOR TEE-PIECESCALE 1:30

THRUST BLOCK FOR 90° BENDSCALE 1:30

THRUST BLOCK FOR 22½° BENDSCALE 1:10

X

TRENCH

Y

YX

Y

X

BLOCK CAST AGAINSTUNDISTURBED EXCAVATIONTRENCH WALL

TRENCH WALL

X

TRENCH WALL

TRENCH WALL

BLOCK CAST AGAINSTUNDISTURBED EXCAVATION

0,5Z

Z

D

0,5D

NGL

TYPICAL SECTIONSCALE 1:30

Y

TREN

CH

X

Y

TRENCH

TRENCH WALLTRENCH WALL

BLOCK CAST AGAINSTUNDISTURBED EXCAVATION

NOMINALPIPE DIAMETER

ø(mm)

DIMENSIONS (mm)

Y

30025020015010075

1 4001 300

1 0001 200

1 000800

2 6002 000

1 0001 400

500450

1 3001000

500700

250225

3.8032.089

0.4020.945

0.1000.065

700650

500600

500400

300+

VOL(m³)

0.180.250.500.841.301.82

0.1130.2010.4510.8031.2541.806

SEE NOTE 5

NOMINALPIPE DIAMETER

ø(mm)

DIMENSIONS (mm)

X Y

30025020015010075

1 4001 300

1 0001 200

1 000800

800650

500600

500400

400325

250300

250200

0.2240.137

0.0630.108

0.0630.032

700650

500600

500400

D Z

300+

AREAPROVIDED

m²VOL(m³)

AREAREQUIRED

m²0.16000.25000.25000.36000.42250.5600

0.0310.0550.1240.2200.3440.496

SEE NOTE 5

NOMINALPIPE DIAMETER

ø(mm)

DIMENSIONS (mm)

Y

30025020015010075

1 4001 300

1 0001 200

1 000800

26002000

10001400

500450

13001000

500700

250225

2.3701.300

0.2500.590

0.0600.040

700650

500600

500400

300+

VOL(m³)

0.1800.2500.5000.8401.3001.820

0.0610.1090.2450.4350.6800.979

SEE NOTE 5

NOMINALPIPE DIAMETER

ø(mm)

DIMENSIONS (mm)

Y

30025020015010075

1 4001 300

1 0001 200

1 000800

19001400

7001000

500400

950700

350500

250200

1.2640.637

0.1230.300

0.0630.032

700650

500600

500400

300+

VOL(m³)

0.1600.2500.3500.6000.9101.330

0.0800.1410.3180.5650.8831.272

SEE NOTE 5

XD Z

XD ZXD Z

AREAPROVIDED

m²

AREAREQUIRED

m²

AREAPROVIDED

m²

AREAREQUIRED

m²

AREAPROVIDED

m²

AREAREQUIRED

m²

TRENCH WALL

BLOCK CAST AGAINSTUNDISTURBEDEXCAVATION

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

Page 8

INSPECTION CHAMBER DETAILS

A

SECTION B-B

SECTION A-A(N.T.S)

(N.T.S)

(N.T.S)

B

A

B

SECTION: SEPTIC TANKSCALE 1:25

PLAN: SEPTIC TANK(BRICK BUILT SEPTIC TANK)

MANHOLE MARKER

NGL

MANHOLENGL

BRICK WALL

NGL

LIQUID LEVEL

CONCRETE FLOORSLAB GRADE 20/19

BRICK WALL

WATERPROOF CEMENT PLASTER INSIDE

INFLOW

SLOPE 1:60

SLOPE 1:60

INSPECTION PIPE

110mm dia uPVC SUPRADUR SOLIDWALL 300kPA - HEAVY DUTY

600x600x82kg TYPE 9BCAST IRON SINGLE SEAL MANHOLE COVER & FRAME

230x85mm Aperture

STEP IRONS

PLAN - TYPICAL SEPTICTANK & SOAK AWAY PIT INSTALLATION

SCALE 1:50

TO SOAKAWAY PITS

STEP IRONS

530

460 2100 460 5100 4608500

460

4100

460

300

300

230x85mmAPERTURES

SCREED 1:60

PIPE STRAPSFIXED TO WALL51

00

460

460

460 80

0

1015

1500

1100

700

SOAK AWAY PIT

SOAK AWAY PIT

SCALE 1:50

SECTION THROUGH TYPICAL SEPTICTANK & SOAK AWAY PIT INSTALLATION

SCUM SLUDGE

BRICK BUILTSEPTIC TANK

---A

A

---

SOAK AWAY PIT

SOAK AWAY PIT

8500

5100

30000

1600

1600

1600

2400

2400

9600

4000

600x600x82kg Type 9Bcast iron single sealmanhole cover & frame

1 layer mesh Ref 617Manhole surface marker

150mm thick concrete slab

Mesh Ref 193

600x600x82kg Type 9Bcast iron single sealmanhole cover & frame

200

SELECTED GRANULAR MATERIALBEDDING CRADLE OF COMPACTED

SEWER PIPE

LIGHT COMPACTION DIRECTLY OVER PIPEUNIFORMLY IN 150 mm LAYERS WITHSELECTED FILL BLANKET COMPACTED

MAIN FILL

SEWER PIPE BEDDINGTYPICAL SECTION THROUGH

(N.T.S)

A1

SIGNATURE ..................................................................

NAME .............................................................................

DATE .............................................................................

REG No ..........................................................................

APPROVED BY PR ENG / PR TECH

WAYO DRAWING NUMBER

CLIENT PROJ. MANAGER APPROVAL

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

SIGNATURE .................................................................

NAME.............................................................................

DATE ............................................................................

CLIENT ENG. MANAGER APPROVAL

DATE :-

ISSUED FORCOUNCIL APPROVAL

Brick Manhole