Attachment_J.2_-HC_Prototype_Drawings_-_2_of_6_-_Civil.pdf

SEE INVERT SCHEDULE

PVC VENT CAP @ 30CM

ABOVE FINISHED GRADE

SEE INVERT SCHEDULE

SEAPAGE BED

C

Ø110 PVC, TYP

PVC FROM

SEPTIC TANK/ MH

Ø50 VENT PIPE

SEE INVERT

SCHEDULE FOR

ELEVATIONS

Ø110 PERFORATED PVC, TYP

MONITOR WELL REF 3/C-008

DISTRIBUTION

BOX REF C-021

2% MIN SLOPE, TYP

26000

Ø110 PERFORATED PVC

DISTRIBUTION PIPE

M

I N

BED ROCK, GROUND WATER

OR IMPERMEABLE STRATA LINE

M

I N

NATURAL SOIL

0.5MM POLY SHEET MEMBRANE,

400 MM OFFSET F/ SEEPAGE BED ALL

AROUND (SUBMITTAL REQUIRED)

SELECTED FILL,

PROVIDE SEEDING

REF SITE GRADING PLAN F/ SLOPE

WASHED AND SCREENED

STONE AGGREGATE.

EFFECTIVE SIZE RANGE 20

TO 50 MM

FRICTION KEY, 50MM DEEP

ALTERNATING 3MM

PERFORATION

LOCATIONS @100 O.C.

110 SCHD 40 PVC

CONCRETE COLLAR

Ø110 SLOTTED

PVC WELL PIPE (PERFORATED)

SEEPAGE BED

SELECTED FILL PROVIDE SEEDLING

Ø110 UPVC CAPPNG

Ø110 PERFORATED

PVC DISTRIBUTION PIPE

NATURAL SOIL

PERFORATION BEGINNING 50MM

BELOW DISTRIBUTION PIPE

FINISHED GRADE

BACKFILL

PLACE SAND (RED ASH) AGAINST

UNDISTURBED SIDES & BOTTOM

OF TRENCH TO 300 ABOVE TOP (MIN)

300 MIN BELOW PIPE

M

I N

NATURAL SOIL

WARNING TAPE AS PER SPEC SEC 2316,2.2

P E

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O L

A T

I O

N

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H

D E

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C-008

SEEPAGE BED DETAIL

LATERAL DETAIL

PERC TRENCH MONITOR DETAIL

SECTION

SEEPAGE BED LAYOUT

C-008C-008

C-008C-008

C-008C-008

NOTES:

1. HEAVY EQUIPMENT SHALL BE KEPT OUT OF THE ABSORPTIONS AREA

2. FILL MATERIAL IS CAREFULLY PLACED AROUND THE ABSORPTION AREA

3. THE PIPE SHALL BE RESISTANT TO DEFORMATION OR CRUSHING

4. USE WASHED GRAVEL OR CRUSHED STONE (20-38MM OR 1

'' TO 1

5. THE REQUIRED ABSORPTIONS BED BOTTOM AREA IS EXCAVATED

6. TO THE DESIGN DEPTH AS LEVEL AS PRACTICAL

7. THE BOTTOM AND SIDES OF THE BED SHALL BE HARD RAKED

8. TO PREPARE THE SOIL INFILTRATIVE SURFACE

9. FOR INLET AND OUTLET PIPE DIAMETERS AND INVERTS, REFER TO SEWER

PROFILE SHEET C-007

10. FOR SEPTIC TANK STRUCTURAL DETAILS, REFER C-008A

PIPE BEDDING DETAIL

C-008C-008

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100%

FINAL

DESIGN

SUBMITTAL

FI

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Ø8 C/C 150 L=5940

Ø

C C

L

Ø

C C

L

Ø8 C/C 150 L=5340

SLAB DEPTH=200MM

C-008A

C-008A

600 800 2600 800 600

Ø100MM VP

RC TOP SLAB (LID)

Ø160 UPVC, TYP

STONE MASONRY WALL WITH

MORTAR CONNECTION

RC BOTTOM SLAB

RC COVER W/Ø8 STEEL

REIN BARS @ 150MM

EACH WAY, TYP

Ø16 STEEL BAR HANDLE, TYP

150 COMPACTED

GRAVEL BASE

OPENING

100MM MIN

OPENING

LIQUID

LEVEL

2225 2225

400 2225

2225 400

490 2840

Ø100MM, 2MM THICK

STEEL VP WITH CAP

GROUND LEVEL

(100MM BELOW TOP OF LID IF

FG = GROUND LEVEL, SLOPE 2%

MIN AWAY FROM SLAB), TYP

V A

R

R

E F

C

V

L

D

W G

S

700 490

FG, REF CIVIL DWG FOR

LEVEL & SLOPE DIRECTION

M

I N

9090 9090

15 CM HCB WL, FILL W/ MORTAR, TYP

TWO COATS 15MM CEMENT PLASTER

ON HCB & STONE MASONRY WALLS

ALL AROUND

SLAB DEPTH=100MM

SEPTIC TANK FOUNDATION REIN1

SCALE 1:20

M ³

S T O N E

W A L L

S E P T I C

T A N K

C-008A

NOTES

1. USE CONCRETE QUALITY C-25

2. CONCRETE COVER- 30MM

SEPTIC TANK LID REIN2

SCALE 1:20

SEPTIC TANK SECTION- MASONRY3

SCALE 1:20

RC MANHOLE COVER4

SCALE 1:20

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100%

FINAL

DESIGN

SUBMITTAL

FI

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C-009

3403720340

SAND MOUND

FILTER BED,

REFER NOTES

PVC INLET PIPE/

MANIFOLD

Ø110 PERFORATED

PVC PIPE

C-009

1800 1800

MONITOR WELL, TYP

REF 7/C-009

0.5%

V-Ditch

RIP RAP

O

P

E

PREPARED SOIL, REFER NOTE

FILTER MEDIA, REFER NOTE

TOP SOIL

SYNTHETIC FILTER FABRIC/

GEO TEXTILE

Ø110 PERFORATED PVC PIPE, FOR

INVERT ELEV. REFER SEWER

PROFILE CALC. SHEET C-007

FILTER BED, REFER NOTES

PVC INLET PIPE/ MANIFOLD

O

P

E

REFER TO SITE GRADING PLAN

FOR SITE DRAINAGE TREATMENT

C-009

DITCH

PVC INLET PIPE/ MANIFOLD

FROM DIST. BOX

Ø110 PERFORATED PVC PIPE,

TYP, REFER NOTES

90° PVC ELBOW

PVC PIPE T - CONNECTOR

C-009

TOPSOIL

MEDIUM SAND

TRENCH (12.5MM-50MM WASHED AGGREGATE)

MEDIUM SAND

SPADED IN-SITU SOIL

GEOTEXTILE FABRIC, IT SHOULD BE

APPROVED BY ENGINEER

PVC INLET PIPE

PVC END CAP, TYP, REFER NOTES

0.5% 0.5%

PERFORATED PVC PIPE, TYP

90° PVC ELBOW

Ø110 PVC INLET PIPE/ MANIFOLD

FROM DIST. BOX

PVC PIPE T - CONNECTOR

Ø110 PERFORATED PVC PIPE (PERC.

TRENCH), FOR INVERT ELEV., REFER TO

SEWER PROFILE CALC. SHEET C-007

I N

V E

R T

E

V

C

M

M

P

T H

M M

CONCRETE COLLAR

Ø110 SLOTTED

UPVC PIPE

FILTER BED

TOP SOIL

PVC CAP

SAND MOUND PLAN1

SCALE: 1:100

S A

O U

T

A I L

C-009

NOTES

1. THE INFILTRATION BED SHALL RUN PARALLEL TO THE

CONTOURS.

2. CUT TREES TO GROUND LEVEL, REMOVE EXCESS VEGETATION

BY MOWING. RAKE CUT VEGETATION IF IT IS, OR WILL BECOME,

MATTED. PREPARE THE SITE BY SHALLOW HAND SPADING THE

SURFACE PARALLEL TO CONTOURS LEAVING A ROUGH, UN

SMEARED SURFACE .

3. AVOID RUTTING AND COMPACTION OF THE SPADED AREA BY

TRAFFIC. IF IT RAINS AFTER THE SPADING IS COMPLETED, WAIT

UNTIL THE SOIL DRIES OUT BEFORE CONTINUING

CONSTRUCTION.

4. KEEP THE WHEELS OF VEHICLES OFF SPADED AREAS. AVOID

TRAFFIC ON THE DOWN SLOPE SIDE OF THE MOUND SYSTEM.

WORK FROM THE END AND UP SLOPE SIDES

5. THE BOTTOM OF THE BED SHALL BE HAND LEVELED TO WITHIN ±

13MM.

6. PERFORATED PIPES:

6.A. THE LATERALS SHALL BE PERFORATED AND LAID AT A

SLOPE OF 0.5%;

6.B. HOLES IN PRESSURE DISTRIBUTION LATERALS SHALL BE

6.35 MM IN DIA. AND SPACED AT 900 MM ON CENTERS;

6.C. THE FIRST HOLE IN THE LATERALS SHALL BE 457.2 MM

FROM THE CENTER OF THE MANIFOLD;

6.D. THE END CAP HOLES SHALL BE 457.2 MM FROM THE END OF

THE AGGREGATE BED;

6.E. THE SPACING FOR THE LAST HOLE IN THE LATERALS

BEFORE THE END CAP SHALL BE AT NO LESS THAN 457.2 MM

AND NO MORE THAN 914.4 MM.

7. GOOD QUALITY TOPSOIL SHALL BE PLACED ON THE TOP OF THE

BED. DO NOT DRIVE OVER THE TOP OF THE BED.

8. FILTER MEDIA SHALL BE AS PER THE REQUIREMENT BELOW:

8.A. A. PARTICLE SIZE DISTRIBUTION:

8.B. SIEVE PARTICLE SIZE (MM) PERCENT PASSING 99.50100 NO.

44.7595-100 NO. 82.3680-100 NO. 161.1850-85 NO. 300.625-60

NO. 500.35-30 NO. 1000.150-10;

8.C. THE SAND MUST HAVE NOT MORE THAN 45% PASSING ANY

ONE SIEVE AND RETAINED ON THE NEXT CONSECUTIVE

SIEVE OF THOSE SHOWN ABOVE;

8.D. THE FINENESS MODULUS MUST NOT BE LESS THAN 2.3, NOR

MORE THAN 3.1. THE FINENESS MODULUS IS CALCULATED

BY ADDING THE CUMULATIVE PERCENTAGES OF MATERIAL

IN THE SAMPLE RETAINED IN THE SIEVES SHOWN ABOVE

AND DIVIDING THE SUM BY 100.

9. VETIVER PLANT SHALL BE PLANTED AT THE DOWN SLOPE SIDE

OF THE MOUND FOR A MINIMUM OF 3M.

10. PLANT MOUND WITH SERDO GRASS.

SAND MOUND SECTION5

SCALE: 1:50

SIEVE

PARTICLE SIZE (mm)

PERCENT PASSING

9 9.50 100

NO. 4 4.75 100

NO. 8 2.36

90-80NO. 16 1.18

70-50NO. 30 0.6

35-5NO. 50 0.3

5-0NO. 100 0.15

PIPE CONNECTION DETAIL11

SCALE: 1:10

SAND MOUND DETAIL9

SCALE: 1:30

PIPE CONNECTION DETAIL SECTION12

SCALE: 1:10

1. MANIFOLD AND LATERALS MAY BE PLACED SO THAT THEY

FULLY DRAIN WHEN NOT IN SERVICE

NOTE

MONITOR WELL DETAIL7

SCALE: 1:30

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100%

FINAL

DESIGN

SUBMITTAL

FI

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C-009A

WASHED AND SCREENED STONE

AGGREGATE. EFFECTIVE SIZE

RANGE 20 TO 50 MM

Ø110 MM PVC INLET PIPE, FOR

PIPE INVERT, REF SITE DWGS

Ø110 MM PERFORATED

PVC INLET PIPE

450 450

PIPE PERFORATION

END CAP

R

C-009A

WASHED AND SCREENED STONE

AGGREGATE. EFFECTIVE SIZE

RANGE 20 TO 50 MM

Ø110 MM PVC INLET PIPE, FOR

PIPE INVERT, REF SITE DWGS

Ø110 MM PERFORATED

PVC INLET PIPE

450 450

PIPE PERFORATION

END CAP

M

I N

M

I N

Ø110 MM PVC INLET PIPE, FOR

PIPE INVERT, REF SITE DWGS

NATURAL SOIL

SELECTED FILL, PROVIDE SEEDING

ASSUMED EXST LEVEL OF BEDROCK/

GROUND WATER/ IMPERMEABLE SOIL

WASHED AND SCREENED STONE

AGGREGATE. EFFECTIVE SIZE

RANGE 20 TO 50 MM

REF SITE GRADING PLAN F/ SLOPE

Ø110 MM PERFORATED PVC INLET

PIPE 2% SLOPED, REF 9/C-009A

BEDDING DETAIL PER 12/C-009A

FRICTION KEY, 50MM DEEP

0.5MM POLY SHEET MEMBRANE, 400 MM

OFFSET F/ SEEPAGE BED ALL AROUND (SUBMITTAL REQUIRED)

M

I N

M

I N

NATURAL SOIL

SELECTED FILL, PROVIDE SEEDING

ASSUMED EXST LEVEL OF BEDROCK/

GROUND WATER/ IMPERMEABLE SOIL

WASHED AND SCREENED STONE AGGREGATE.

EFFECTIVE SIZE RANGE 20 TO 50 MM

REF SITE GRADING PLAN F/ SLOPE

Ø110 MM PVC INLET PIPE, FOR

PIPE INVERT, REF SITE DWGS

Ø110 MM PERFORATED PVC INLET

PIPE 2% SLOPED, REF 9/C-009A

BEDDING DETAIL PER 12/C-009A

FRICTION KEY, 50MM DEEP

0.5MM POLY SHEET MEMBRANE, 400 MM

OFFSET F/ SEEPAGE BED ALL AROUND (SUBMITTAL REQ)

Ø110 MM PERFORATED

PVC INLET PIPE

WASHED AND SCREENED STONE

AGGREGATE. EFFECTIVE SIZE

RANGE 20 TO 50 MM

STONE LINTEL, TYP

C A

ROUGHLY SHAPED STONE

LINTEL FOR PIPE PROTECTION

WASHED AND SCREENED

STONE AGRREGATE

EFFECTIVE RANGE 20 TO 50MM

Ø110 PVC PIPE

ALTERNATING 3MM

PERFORATION

LOCATIONS @100 O.C.

110 SCHD

40 PVC

SELECTED FILL PROVIDE SEEDLING

FINISHED GRADE

BACKFILL

PLACE SAND (RED ASH) AGAINST

UNDISTURBED SIDES & BOTTOM

OF TRENCH TO 300 ABOVE TOP (MIN)

M

I N

300 MIN BELOW PIPE

NATURAL SOIL

WARNING TAPE AS PER SPEC SEC 2316,2.2

S O

A K

A W

A Y

P

T

A I L

S

C-009A

SOAKAWAY PIT TYPE 1 PLAN 1

SCALE: 1:50

SOAKAWAY PIT TYPE 2 PLAN 3

SCALE: 1:50

SOAKAWAY PIT TYPE 1 SECTION 5

SCALE: 1:50

SOAKAWAY PIT TYPE 2 SECTION 7

SCALE: 1:50

PIPE PROTECTION DTL9

SCALE: 1:20

PIPE PROTECTION SECTION10

SCALE 1:50

LATERAL PERF PIPE DTL11

NTS

NOTES

1. REFER SPECIFICATION FOR SELECTED FILL NOTES

2. HEAVY EQUIPMENT SHALL BE KEPT OUT OF THE

ABSORPTIONS AREA

3. FILL MATERIAL SHALL BE CAREFULLY PLACED AROUND

THE ABSORPTION AREA

4. FOR PIPE PLEASE REFER SPECIFICATION

5. USE WASHED GRAVEL OR CRUSHED STONE OF SIIZE

20-50MM

6. THE REQUIRED ABSORPTIONS BED BOTTOM AREA IS

EXCAVATED TO THE DESIGN DEPTH AS LEVEL AS

PRACTICAL

7. THE BOTTOM AND SIDES OF THE BED SHALL BE HAND

RAKED TO PREPARE THE SOIL INFILTRATIVE SURFACE

8. FOR INLET AND OUTLET PIPE DIAMETERS AND INVERTS,

REFER TO SEWER INVERT SCHEDULES

9. PERFORATED PIPE NOTES

9.1. THE LATERAL SHALL BE PERFORATED AND LAID AT A

SLOPE OF 2%;

9.2. HOLES IN GRAVITY DISTRIBUTION LATERALS SHALL BE

6.35 MM IN DIA. AND SPACED AT 900 MM ON CENTERS;

9.3. THE FIRST HOLE IN THE LATERALS SHALL BE 457.2 MM

FROM THE BEGINNING OF THE MANIFOLD;

9.4. THE END CAP HOLES SHALL BE 457.2 MM FROM THE

END OF THE AGGREGATE BED(Soil wall);

9.5. THE SPACING FOR THE LAST HOLE IN THE LATERALS

BEFORE THE END CAP SHALL BE AT NO LESS THAN

457.2 MM AND NO MORE THAN 914.4 MM.

PIPE BEDDING DTL FOR SOAK AWAY PIT12

SCALE: 1:50

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100%

FINAL

DESIGN

SUBMITTAL

FI

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PVC VENT CAP @ 30CM

ABOVE FINISHED GRADE

SEEPAGE BED

Ø110 PVC,

2% SLOPE, TYP

PVC PIPE FROM

SEPTIC TANK/ MH,

SEE INVERT SCHEDULE

Ø50 VENT PIPE

Ø110 PERFORATED PVC.

REF 6/C-009B, 2% SLOPE, TYP

1500 5500

C-009B

MONITOR WELL, REF 5/C-009B

PERFORATED PIPE

1500 PERFORATED PIPE 1500

PIPE BEDDING DETAIL

PER 7/C-009B

Ø110 PERFORATED PVC

DISTRIBUTION PIPE

N

BED ROCK, GROUND WATER

OR IMPERMEABLE STRATA LINE

M

I N

NATURAL SOIL

0.5MM POLY SHEET MEMBRANE,

400 MM OFFSET F/ SEEPAGE BED ALL

AROUND (SUBMITTAL REQUIRED)

SELECTED FILL,

PROVIDE SEEDING

REF SITE GRADING PLAN F/ SLOPE

WASHED AND SCREENED

STONE AGGREGATE.

EFFECTIVE SIZE RANGE 20

TO 50 MM

FRICTION KEY, 50MM DEEP

CONCRETE COLLAR

Ø110 SLOTTED

PVC WELL PIPE (PERFORATED)

SEEPAGE BED

SELECTED FILL PROVIDE SEEDLING

Ø110 UPVC CAPPNG

Ø110 PERFORATED

PVC DISTRIBUTION PIPE

NATURAL SOIL

PERFORATION BEGINNING 50MM

BELOW DISTRIBUTION PIPE

ALTERNATING 3MM

PERFORATION

LOCATIONS @100 O.C.

110 SCHD

40 PVC

FINISHED GRADE

BACKFILL

PLACE SAND (RED ASH) AGAINST

UNDISTURBED SIDES & BOTTOM

OF TRENCH TO 300 ABOVE TOP (MIN)

300 MIN BELOW PIPE

M

I N

NATURAL SOIL

WARNING TAPE AS PER SPEC SEC 2316,2.2

S E

E P

A G

E

B

T

A I L

S

C-009B

SEEPAGE BED PLAN

SCALE: 1:50

NOTES

1. REFER SPECIFICATION FOR SELECTED FILL NOTES

2. HEAVY EQUIPMENT SHALL BE KEPT OUT OF THE

ABSORPTIONS AREA

3. FILL MATERIAL SHALL BE CAREFULLY PLACED AROUND

THE ABSORPTION AREA

4. FOR PIPE PLEASE REFER SPECIFICATION

5. USE WASHED GRAVEL OR CRUSHED STONE OF SIIZE

20-50MM

6. THE REQUIRED ABSORPTIONS BED BOTTOM AREA IS

EXCAVATED TO THE DESIGN DEPTH AS LEVEL AS

PRACTICAL

7. THE BOTTOM AND SIDES OF THE BED SHALL BE HAND

RAKED TO PREPARE THE SOIL INFILTRATIVE SURFACE

8. FOR INLET AND OUTLET PIPE DIAMETERS AND INVERTS,

REFER TO SEWER INVERT SCHEDULES

9. PERFORATED PIPE NOTES

9.1. THE LATERAL SHALL BE PERFORATED AND LAID AT A

SLOPE OF 2%;

9.2. HOLES IN GRAVITY DISTRIBUTION LATERALS SHALL BE

6.35 MM IN DIA. AND SPACED AT 900 MM ON CENTERS;

9.3. THE FIRST HOLE IN THE LATERALS SHALL BE 457.2 MM

FROM THE BEGINNING OF THE MANIFOLD;

9.4. THE END CAP HOLES SHALL BE 457.2 MM FROM THE

END OF THE AGGREGATE BED(Soil wall);

9.5. THE SPACING FOR THE LAST HOLE IN THE LATERALS

BEFORE THE END CAP SHALL BE AT NO LESS THAN

457.2 MM AND NO MORE THAN 914.4 MM.

SEEPAGE BED SECT3

SCALE: 1:20

MONITOR WELL DTL5

SCALE 1:20

LATERAL PERFORATED PIPE DTL6

SCALE: 1:30

PIPE BEDDING DTL FOR SEEPAGE BED7

SCALE: 1:50

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100%

FINAL

DESIGN

SUBMITTAL

FI

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C-010

C-010

CONTRACTION JOINT SPACED MIN 75

CM OC AND AT WALKWAY TURNS OR

INTERSECTIONS, TYP

750 750 750

BROOM FIN CIP CONC. BROOM

FINISH TEXTURE PARALLEL WITH

WALKWAY SLOPE

A

N

C-010

C-010

1000 1000 1000

CONTRACTION JOINT SPACED MIN

1M OC AND AT WALKWAY TURNS OR

INTERSECTIONS, TYP

BROOM FIN CIP CONC. BROOM

FINISH TEXTURE PARALLEL WITH

WALKWAY SLOPE

A

N

CONC WALKWAY

CONTRACTION JOINT

CEMENT SAND

MORTAR FILL

PER PLAN

CIP REINFORCED CONC WALKWAY;

BROOM FIN PERP TO LENGTH OF

WALKWAY

SAND

UNDERCUT AS REQ TO PROVIDE

MIN BACK FILL OF SELECT SOIL

COMPACTED TO 95%

X

4:1 MIN SLOPE TO

EXIST GRADE, UNO

NGL

1%

NOTE:

FOR

EXPANSIVE

SOILS,

X=80CM,UNO

PROVIDE Ø8 C/C 20 REINF BOTH WAYS

PER PLAN

UNDERCUT AS REQ TO PROVIDE

MIN BACK FILL OF SELECT SOIL

COMPACTED TO 95%

NOTE:

FOR

EXPANSIVE

SOILS,

X=80CM

PER PLAN

FINE SAND

20MM WASHED GRAVEL

4:1 MIN SLOPE TO

EXIST GRADE, UNO

NGL

1%

NOTE:

FOR

EXPANSIVE

SOILS,

X=80CM,UNO

10MM WASHED GRAVEL

X

X=40CM,UNO

SECTION A-A

Ø800

Ø400

Ø10 c/c

200mm

CONCRETE SUPPORT

(TYP)

Ø10 c/c

150mm

Ø16 steel bar handle

DOWELS @

HEAVY DUTY

CONCRETE OR

PLASTIC

NOTE: VALVE BOX DIAMETER AS SPECIFIED ON

PLAN

Lean Concrete

Finished grade

TRENCHES AT VEHICULAR ROAD CROSSINGS

BACKFILL

110 IN LEDGE OR

EARTH

PLACE SAND (RED ASH)

AGAINST UNDISTURBED

SIDES & BOTTOM OF

TRENCH TO 300 ABOVE TOP

(MIN)

FINISH GRADE

300 (TYP.)

100mm RC COVER

M

I N

C

O V

E R

MIN. WIDTH

15 OR AS

REQUIRED TO FIT

VALVE ASSEMBLY

15 NEOPRENE PAD

#4

BAR

FINISHED

GRADE

2-#5 DOWELS @

600 ON CENTER

V A

R I E

S

D=<

MIN

W

CLR

PLAN

110 IN LEDGE OR

TRENCHES AT NON VEHICULAR ROAD CROSSINGS

SELECT

BACKFILL

WATER MAIN OR

SEWER MAIN

PLACE SAND (RED ASH)

AGAINST UNDISTURBED

SIDES & BOTTOM OF

TRENCH TO 300 ABOVE TOP

(MIN)

FINISH GRADE

300 (TYP.)

M

I N

C

O V

E R

MIN. WIDTH

TRENCH

MARKING

TAPE

CONC WALKWAY PLAN - TYPE 11

SCALE: 1:20

S I T

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E T

A I L

S

C-010

TYP CONC WALKWAY SECTION3

SCALE: 1:10

CONC WALKWAY PLAN - TYPE 22

SCALE: 1:20

CONC WALKWAY CONTRACTION JOINT6

SCALE: 1:2

TYP GRAVEL & SAND WALKWAY SECTION

SCALE: 1:10

NOTES

1. PROPOSED SITE GRADING ON CIVIL DRAWINGS SUPERCEDE

SLOPE DIRECTION SHOWN ON THE DETAILS.

VALVE BOX DETAILS7

SCALE:NTS

WATER SUPPLY PIPE LAYING TRENCH DETAILS5

SCALE: NTS

SECTION B-B8

SCALE:NTS

WATER SUPPLY PIPE LAYING TRENCH DETAILS9

SCALE: NTS

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FINAL

DESIGN

SUBMITTAL

TTTT

A M

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D

M

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T

A M

EN

D

M

EN

T

R

EV

IS

ED

C-011

D1

3 15 60 15 3

N

H

Ø16 STL BAR HANDLE

Ø8C/C 120 BOTH WAYS

FG, SLOPE MAX 2%

F/MH, TYP

150MM PRECAST RC

LADDER RUNG Ø24

REINFORCEMENT BAR,

DEV L=600MM, TYP

SEWER PIPE INLET, TYP

(SEE PLANS FOR LOCATION & SIZE)

150MM RC BOT SLAB

100MM RC COVER

FIELD INSTALLED IE,

SEE PLANS

100MM MIN CRUSHED

STONE/COMPACTED

GRAVEL PLACED ON

UNDISTURBED EARTH

BEND TO BE ENCASED IN

CONC

CONC ENCASEMENT

600 1000 1200MANHOLE

DIAMETER (MM)

MANHOLE

DEPTH (M)

H1

1.750>H1 ≤ 2.5

D1

≤1.00 ≤1.75

>2.5

CONCRETE DRAINAGE

ADJUSTMENT, ADJUST IN

DIRECTION OF FLOW

C-011

H

600 800 1000MANHOLE

DIAMETER (MM)

MANHOLE

DEPTH (M)

H1

H2 0.00 0.75 0.75<H2<1.50

H1≥ 2.5

D1

Ø16 STL BAR HANDLE

Ø8C/C 120 BOTH WAYS

150MM PRECAST RC

LADDER RUNG Ø24

REINFORCEMENT BAR,

DEV L=600MM

SEWER PIPE INLET, TYP

(SEE PLANS FOR LOCATION & SIZE)

150MM RC BOT SLAB

D1

1<H1≤2

≤1.00

100MM RC COVER

FIELD INSTALLED IE,

SEE PLANS

100MM MIN CRUSHED

STONE/COMPACTED

GRAVEL PLACED ON

UNDISTURBED EARTH

N

H

CONCRETE DRAINAGE ADJUSTMENT,

ADJUST IN DIRECTION OF FLOW

C-011

3 15 60 15 3

H

FG, SLOPE MAX 2%

F/MH, TYP

C-011

SEWER PIPE, TYP

MH COVER

BAR HANDLE

RC MH, DIA 'D1'

C-011

SEWER PIPE, TYP

MH COVER

BAR HANDLE

RC MH, DIA 'D1'

SEWER PIPE, TYP

CONCRETE DRAINAGE ADJUSTMENT,

SLOPE TO DRAINAGE FLOW PATH

DRAINAGE FLOW PATH

RC MH, DIA 'D1'

DO NOT GROUT

RC BOT SLAB

RUBBER GASKET, CAST IN TO MH,

NO GROUT

CRUSHED STONE/COMPACTED

GRAVEL

CONCRETE DRAINAGE

ADJUSTMENT

PVC SEWER PIPE

PRECAST RC

M

150MM RC BOT SLAB

FIELD INSTALLED IE,

SEE PLANS

100MM MIN CRUSHED

STONE/COMPACTED

GRAVEL PLACED ON

UNDISTURBED EARTH

SEWER PIPE INLET, TYP

(SEE PLANS FOR

LOCATION & SIZE)

10X10X2MM WIRE MESH

GRILL COVER

Ø16 STL BAR HANDLE

Ø8C/C 120 BOTH WAYS

100MM RC COVER

3 15 80 15 3

U-DRAIN

C-011

FG, SLOPE MAX 2%

F/MH, TYP

TYP MH PLAN1

SCALE: 1:20

TYP MH DTL FOR WW DRAINAGE5

SCALE: 1:20

TYP DROP MH DTL FOR WW DRAINAGE6

SCALE: 1:20

M A

N H

O L

E

D

E T

A I L

S

C-011

DROP MH PLAN2

SCALE: 1:20

DROP MH SECT3

SCALE: 1:20

TYP MH PIPE CONNECTOR DTL4

SCALE: 1:10

WW DITCH & PIPE CONNECTOR MH DTL7

SCALE: 1:20

NOTES

1. FOR MH REINFORCEMENTS, USE Ø8C/C 120 BOTH WAYS UNO.

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FINAL

DESIGN

SUBMITTAL

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cm m in

Galvanized metal bracket with concrete anchors va ria bl e water supply pipe finished grade level gatevalve

PVC or sheet metal removable lid for access to gate valve

ELEVATION

Ø300mm UV protected PVC pipe water supply pipe finished grade level

PVC or sheet metal removable lid for access to gate valve c m m in cm m in va ria bl e

SECTION

Ø300mm (UV protected) PVC pipe water supply pipe

Galvanized metal bracket with concrete anchors wall

WATER SERVICE DETAIL

scale 1:5 floor finish level floor finish level

TOP

sand or red ash backing slot pipe as necessary to allow for pipe and gate valve

Ø300mm UV protected PVC pipe

5mm self tapping screw to secure lid bracket to pipe metal bracket fixed to lid

Galvanized metal bracket cm m in va ria bl e10

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SUBMITTAL

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C-012

W A

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SE

RV

IC

E

D

ET

A

IL

WATER SERVICE DETAIL

0 2m

Scale1:5

1m

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETERS.

W/2 W/2 d

M

X

O

P

E

FG

W

M

O

P

E

W=2S(d), S - SLOPE

EQEQ

EQ

RIP RAP

GEO-TEXTILE FABRIC

OR WASHED STONE

300 UNO

FG

40 40 40

2%

EXST GRADE

FG

SPILL WAYRIP RAP

FG

SELECTED BACK FILL

30CM SAND BEDDING

NGL

DRAINAGE PIPE, SEE

PLANS FOR PIPE Ø

AND TYPE

DIRECTION OF FLOW

2Ø8 CONT &

Ø8 C/C 50 MASONRY

RETAINING WALL

REFER GRADING

PLAN FOR INV

RIP RAP, SEE PLANS

FOR SIZE

SELECTED

GRANULAR FILL

FG

5CM THICK LEAN

CONCRETE

CONCRETE CAP

MASONRY RETAINING

WALL, SEE PLANS

N

W (REFER NOTES)

H

FG

5CM THICK LEAN

CONCRETE

CONCRETE CAP

2Ø8 CONT &

Ø8 C/C 50

D

I

R

E

C

T

I

O

W

FG

RIP RAP

SEE SITE GRADING PLAN FOR WIDTH

GEO-TEXTILE MEMBRANE

110MM PERFORATED

HDPE PIPE

WASHED STONE

RIP RAP

PIPE

M

AREA INDICATED ON CIVIL SHEETS

C-013

SWALE SECT1

SCALE: 1:20

S I T

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C-013

RIP RAP SECT2

SCALE: 1:20

RIP RAP CHECK DAM SECT3

SCALE: 1:10

MASONRY END WALL SECT5

SCALE: 1:30

MASONRY RETAINING WALL SECT7

SCALE: 1:20

TRENCH DRAIN SECT8

SCALE: 1:20

NOTES:

1. FOR RETAINING WALL, PLACE 10CM DIA. PVC WEEP HOLES

@ 2M O.C. FOR H OVER 1M AND A SPECIAL DESIGN WITH ALL

THE ACTIVE AND PASSIVE EARTH FORCES SHALL BE

NEEDED FOR RETAINED HEIGHT H>4M

2. FOR RETAINING WALL OF: H <2M, W=1M

H 2-3M, W=1.5M

H 3-4M, W=2M

RIP RAP PLAN9

SCALE: 1:20

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FINAL

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SUBMITTAL

FI

NA

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105 55 105

150 10

Ø50 GSP OVER FLOW

OUTLET

Ø50 GSP

INTERCONNECTION PIPE

STEEL CHECKERED PLATE

2MM, GALVANIZED OR

PAINTED, REF 10/CX-141

102X102MM HOLES

FOR PIPE PASSAGE

102X102MM HOLES

FOR PIPE PASSAGE

STAINLESS STEEL HOOK

& EYE TURNBUCKLE

Ø50 GSP OVER FLOW

PIPE (DOWN)

INLET PIPE

OUTLET PIPE

HOLD-DOWN

STRAP 152x152MM HOLES

FOR PIPE PASSAGE

OUTLET

PIPE

INLET

PIPE HOLD-DOWN EYE

WELDED TO PLATFORM

2000LTR FIBER

GLASS WATER TANK

1%1%

1%1%

2000LTR FIBER

GLASS WATER TANK

100 50

50 100

100 100 100 100

75 105

55 105

LADDER

CAGE

2000LTR FIBER

GLASS WATER TANK

2000LTR FIBER

GLASS WATER TANK

C B

C-014B

W+3 CM

W

WATER TANK LEG

WATER TANK STAND

PLATFORM BEAM

NOTE: LENGTH OF U-CHANNEL TO EXTEND 3 CM

FROM BOTH LEG ENDS OF WATER TANK

2CM OVERLAP

SHOP WELD

2MM THICK

CHECKERED PLATE

1%

WATER TANK PLATFORM PLAN1

SCALE: 1:15

E L E V A T E D

W A T E R

T A N K

P L A N S

M ³

C-014

DETAIL PLATFORM PLAN2

SCALE: 1:15

WATER TANK LEG SUPPORT DETAIL9

SCALE: 1:5

NOTES:

1. PLATFORM BEAMS RHS 80x40x3MM S235

2. FOUNDATION PLAN - 3x3x0.25M C20/25 S300B

3. PLACE 5 MM STEEL RUNNERS (SEE 9/ CX-141) U-CHANNEL

UNDER WATER TANK LEGS TO DISTRIBUTE WATER TANK

LOADING TO PLATFORM BEAMS

4. TANK SIZE TO BE VERIFIED IN SHOP DRAWING

5. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

6. ALL CONNECTION PLATES: T=10 MM S235

7. ALL WELDS: FILLET 3 MM

8. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

9. ALL PIPES Ø50 GSP UNLESS OTHERWISE NOTED

10. FOR NON-EXPANSIVE SOIL SITES, 30CM OF THE NATURAL

SOIL SHALL BE CUT BEFORE LEAN CONCRETE IS PLACED

11. FOUNDATION PAD SHALL BE PLACED ON WELL COMPACTED

SOIL IN ACCORDANCE WITH THE SPECIFICATION FOR

COMPACTION

12. FOR EXPANSIVE SOIL SITES, 1.5M OF THE EXPANSIVE SOIL

SHALL BE EXCAVATED AND 1.2M OF SELECTED COMPACTED

COHESIVE NON-EXPANSIVE FILL SHALL BE REPLACED. THE

FOUNDATION SHALL BE PLACED ON THE SELECTED

COMPACTED FILL

13. 0.3M OF SURROUNDING FILL SHALL BE PLACED AROUND THE

SLAB

14. REQUIRED BEARING CAPACITY OF 52KN/M2

15. PLEASE REFER TO THE SPECS FOR SELECTED FILL DETAILS

CHECKERED PLATE DETAIL10

SCALE: 1:2

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SUBMITTAL

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100 40 100 40 100

100 90 90

90 60 90 75

TANK LEG RUNNERS

(REF 9/CX-141& NOTES)

RHS

80X40X3

BEAM

RHS

80X40X3

BEAM

LADDER CAGE:

RINGS FL 60X4, RAIL BARS FL 40X2

90 60 90

100 100 90

30 240 30

WATER TANK PLATFORM PLAN1

SCALE: 1:15

E L E V A T E D

W A T E R

T A N K

P L A N S

M ³

C-014A

WATER TANK FOUNDATION PLAN2

SCALE: 1:15

NOTES:

1. PLATFORM BEAMS RHS 80x40x3MM S235

2. FOUNDATION PLAN - 3x3x0.25M C20/25 S300B

3. PLACE STEEL 150x40x5MM U-CHANNEL RUNNERS UNDER

WATER TANK LEGS (ON TOP OF STEEL PLATE) TO

DISTRIBUTE WATER TANK LOADING TO PLATFORM BEAMS

4. TANK SIZE TO BE VERIFIED IN SHOP DRAWING

5. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

6. ALL CONNECTION PLATES: T=10 MM S235

7. ALL WELDS: FILLET 3 MM

8. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

9. ALL PIPES Ø50 GSP UNLESS OTHERWISE NOTED

10. FOR NON-EXPANSIVE SOIL SITES, 30CM OF THE NATURAL

SOIL SHALL BE CUT BEFORE LEAN CONCRETE IS PLACED

11. FOUNDATION PAD SHALL BE PLACED ON WELL COMPACTED

SOIL IN ACCORDANCE WITH THE SPECIFICATION FOR

COMPACTION

12. FOR EXPANSIVE SOIL SITES, 1.5M OF THE EXPANSIVE SOIL

SHALL BE EXCAVATED AND 1.2M OF SELECTED COMPACTED

COHESIVE NON-EXPANSIVE FILL SHALL BE REPLACED. THE

FOUNDATION SHALL BE PLACED ON THE SELECTED

COMPACTED FILL

13. 0.3M OF SURROUNDING FILL SHALL BE PLACED AROUND THE

SLAB

14. REQUIRED BEARING CAPACITY OF 52KN/M2

15. PLEASE REFER TO THE SPECS FOR SELECTED FILL DETAILS

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FINAL

DESIGN

SUBMITTAL

FI

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RAILING

SHS 30X2.5 S235

TIES (TOP)

SHS 40X2.5 S235

STRUTS

SHS 40X2.5 S235

TIES (SHORT SIDES)

SHS 40X2.5 S235

STRUTS

SHS 40X2.5 S235

STRUTS

2XSHS 40X2.5 S235

SELECTED FILL

MATERIAL

FINISHED GRADE LEVEL

3:1 SLOPE UNO

X

X-XX

C-014C

WELD

TIES (SHORT SIDES)

SHS 40X2.5 S235

SHS COLUMNS

80X3 S235

PLAT FORM BEAMS

RHS 80X40X3 S235

50MM LEAN

CONCRETE

C-014C

C-014C

FINISHED GRADE

LEVEL 3:1 SLOPE

UNO

5MM TANK

LEG U-CHANNEL

TIES (SHORT SIDES)

SHS 40X2.5 S235 ON

ALL FOUR

SIDES TRHOUGHOUT

SHS COLUMNS

80X3 S235

STRUTS

SHS 40X2.5 S235

WELD

LADDER LOCATION

PER 1/C-015

EWT SECT AND SIDE ELEV1

SCALE: 1:30

E L E V A T E D

W A T E R

T A N K

E L E V A T I O N S

M ³

C-014B

AXONOMETRIC DRAWING FOR EWT STAND STRUCTURE2

SCALE: 1:30

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FINAL

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SUBMITTAL

FI

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EWT SECT AND FRONT ELEV3

SCALE: 1:30

INLET PIPEFLOATING VALVEOVERFLOW OUTLET

HOLD-DOWN STRAP

(TYP. OF 4)

OUTLET PIPE

2000LTR WATER TANK

INLET PIPE

C-014C

GSP OVERFLOW

OUTLET

INTERCONNECTION

PIPE

INLET PIPE

OUTLET PIPE OUTLET PIPE

2000LTR WATER TANK 2000LTR WATER TANK

ENLARGED ELEV2

C-014B

SCALE: 1:10

E L

E V

A T

W

T

N

K

E

N L

A R

G E

D

E

L E

V A

T I O

N S

M ³

C-014C

ENLARGED ELEV1

C-014B

SCALE: 1:10

NOTES:

1. ALL PIPES Ø50 GSP UNLESS OTHERWISE NOTED

2. VERTICAL, STEEL PIPE BRACES SHALL BE PLACED AS

NECESSARY TO SUPPORT THE WEIGHT OF HORIZONTAL,

50MMGSP SECTIONS AND VALVES. BE

T

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A T

EC

H

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F

IN

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Y

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MB

100%

FINAL

DESIGN

SUBMITTAL

FI

NA

L D

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17 43 17

LADDER CAGE

RINGS FL 60X4, RAIL BARS FL 40X2

LADDER

C-015

100 60 100

64 17 83 17 43 17 83 17 64

75 75

100 50 50 50 50 100

2 39

ALL PROFILES

SHS 30X2.5

2xFl 170x170x10

MORTAR

ADJUSTMENT

FOUNDATION

C-015

RINGS FL 60X4

SHS 30x25 S235

43 11 12

MORTAR ADJUSTMENT

FOUNDATION

2xFl 170x170x10

ALL PROFILES

SHS 30X2.5

C-015

BE

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T

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A T

EC

H

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TU

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F

IN

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B M

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TA

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TTD

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IG

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Y

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C H

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D A

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MB

100%

FINAL

DESIGN

SUBMITTAL

FI

NA

L D

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LADDER ELEV AND DETAILS1

SCALE: 1:20

E L E V A T E D

W A T E R

T A N K

D E T A I L S

M ³

C-015

RAILING FRONT ELEV5

SCALE: 1:15

RHS BEAM PLATFORM PLAN4

SCALE: 1:15

LADDER FTG PLAN7

SCALE: 1:10

LADDER CAGE TO LADDER CONNECTOR8

SCALE: 1:2

LADDER CAGE ELEV3

SCALE: 1:20

LADDER FTG SECT6

SCALE: 1:10

NOTES:

1. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

2. ALL CONNECTION PLATES: T=10 MM S235

3. ALL WELDS: FILLET 3 MM

4. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

LADDER CAGE TOP VIEW

C-015

SCALE: 1:20

4xM12 4.6

2xFl 250x250x10

RHS 80x40x3

SHS 80x3

SHS 40x2.5

C-016

4 14

5 15 5

4xM12 4.6

SHS 40x2.5

RHS 80x40x3

2xFl 250x250x10

SHS 80x3

C-016

4 14

5 15 5

SHS 40x2.5

2xFl 250x250x10

4xM12 4.6

SHS 80x3

C-016

5 15 5

SHS 80x3

2xFl 250x250x10

SHS 40x2.5

4xM12 4.6

SHS 80x3

C-016

4 14

5 15 5

2 2

FOUNDATION

MORTAR ADJUSTMENT

Fl 250x250x10

SHS 80x3

4xM12 4.6

C-016

5 15 5

SHS 80x3

Fl 250x250x10

FOUNDATION

MORTAR ADJUSTMENT

4xM12 4.6

C-016

2 2

3 9

1 2

3 11 3

4xM12 4.6

2xFl 170x170x10

RHS 80x40x3

SHS 40x2.5

C-016 8

C-016

5 12

4xM12 4.6

2xFl 250x250x10

RHS 80x40x3

C-016

C-116

3 3 5 3 3

17 36

4xM12 4.6

2xFl 250x250x10

RHS 80x40x3

C-016

C-016

GALVANIZED 50X2MM

STEEL STRAP

8MM STEEL PIN

4MM STEEL RING

SSTL HOOK & EYE TURNBUCKLE

CLOSED L APRRX 33CM

EYE BOLT

CHECKERED PLATE

100X100X5MM

BRACER PLATE

BE

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WATER TANK STAND - TOP TIE HEADS8

SCALE: 1:5

E L E V A T E D

W A T E R

T A N K

D E T A I L S

M ³

C-016

WATER TANK STAND - TOP TIE HEADS9

SCALE: 1:5

WATER TANK STAND - TOP TIE HEADS10

SCALE: 1:5

NOTES:

1. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

2. ALL CONNECTION PLATES: T=10 MM S235

3. ALL WELDS: FILLET 3 MM

4. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

WATER TANK STAND - COL HEAD2

SCALE: 1:5

WATER TANK STAND - COL FTG3

SCALE: 1:5

WATER TANK STAND - COL CONST JT5

SCALE: 1:5

WATER TANK STAND - COL CONST JT6

SCALE: 1:5

WATER TANK STAND - COL FTG4

SCALE: 1:5

WATER TANK STAND - COL HEAD1

SCALE: 1:5

HOLD DOWN STRAP7

CX-144

SCALE: 1:5

100 100 100

4xM12 4.6 l=200

S U

R R

O U

N D

I N

G

E

V E

C

M

SURROUNDING

EVERY 15CM

2 2

Ø

Ø x

Ø x

Ø

T O P

A N D

B O T T O M

8 2 Ø8-15

8 2 Ø8-15

8 1 Ø8-15

12x 3 Ø8

96x 4 Ø8 - 15

4xM12 4.6 l=200

4xM12 4.6 l=200

4xM12 4.6 l=200

4xM12 4.6 l=200

4xM12 4.6 l=200

C-017

C-017

SURROUNDING

EVERY 15CM

S U

R R

O U

N D

I N

G

E

V E

C

M

SURROUNDING

EVERY 15CM, TYP

x

Ø

T O P

A N D

B O T T O M

39 47

C-017

C-017

15 28 15 35 15

C-017

C-017

4 3

C-017

C-017

5 7

17 43 17

C-017

C-017

2x21 2 Ø8-15

2 4

2x21 2 Ø8-15

2x6 3 Ø8-15

1 4

C-017

C-017

C-017

C-017

BE

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E L E V A T E D

W A T E R

T A N K

D E T A I L S

M ³

C-017

RAILING DETAIL6

SCALE: 1:10

NOTES:

1. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

2. ALL CONNECTION PLATES: T=10 MM S235

3. ALL WELDS: FILLET 3 MM

4. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

FOUNDATION REIN1

SCALE: 1:20

RAILING DETAILS4

SCALE: 1:10

LADDER TOP DETAILS7

SCALE: 1:10

LADDER TOP DETAILS8

SCALE: 1:10

FOUNDATION REIN2

SCALE: 1:15

FOUNDATION REIN3

SCALE: 1:15

RAILING DETAIL5

SCALE: 1:10

LADDER RAILING DETAIL9

SCALE: 1:10

STAINLESS STEEL HOOK

& EYE TURNBUCKLE, ATTACH

TO SLAB W/ 150X150X3MM

STL PLATE, TYP

OUTLET PIPE

HOLD-DOWN

STRAP

48 110 48

INLET PIPE F/ WSL

C A

C-017A

C-017B

C-017A

OVERFLOW PIPE

FOUNDATION CONCRETE

C-017A

C-017A

STONE MASONRY WALL

BELOW, ALL AROUND

PUMP CONTROL PANEL, REF

5/CX-155 FOR ATTACHMENT DET

OUTLET PIPE

2000LTR FIBERGLASS WATER

TANK

PUMP BOX, REF

1/C-017B

FOUNDATION SLAB

INLET PIPE F/ WSL

2000 LTR FIBER

GLASS WATER

TANK

STAINLESS STEEL HOOK

& EYE TURNBUCKLE, ATTACH

TO SLAB W/ 150X150X3MM

STL PLATE, TYP

PUMP CONTROL PANEL, REF

5/CX-155 FOR ATTACHMENT DET

SELECTED FILL

MATERIAL

FOUNDATION SLAB

50MM LEAN CONCRETE, TYP

110 270

STONE MASONRY WALL

50 170 50

Ø8 BAR C/C 20 CM, TYP

FG

FOUNDATION SLAB FOR

PUMP BOX

OUTLET

PIPE

2000 LITER

FOUNDATION

SLAB

OVERFLOW

PIPE

50 105 50

SELECTED FILL

MATERIAL

FOUNDATION SLAB

50MM LEAN CONCRETE, TYP

STONE MASONRY WALL

Ø8 BAR C/C 20 CM, TYP

FG

OVERFLOW

PIPE BEYOND

FOUNDATION

SLAB

IN LET PIPE

F/ WSL

2000 LITER

GWT AND W PUMP PLAN1

SCALE: 1:20

C-017A

GWT FRONT ELEV3

C-017A

SCALE: 1:20

GWT SIDE ELEV7

C-017A

SCALE: 1:20

FOUNDATION SLAB SECT9

C-017A

SCALE: 1:20

NOTES:

1. W PUMPS HP SHALL ACCOMMODATE MIN 15M PUSH

2. FOUNDATION PLAN - 0.15 CM C20/25 S300B

3. TANK SIZE TO BE VERIFIED IN SHOP DRAWING

4. ALL PIPES Ø50 GSP UNLESS OTHERWISE NOTED

5. FOR NON-EXPANSIVE SOIL SITES, 30CM OF THE NATURAL

SOIL SHALL BE CUT BEFORE LEAN CONCRETE IS PLACED

6. FOUNDATION PAD SHALL BE PLACED ON WELL COMPACTED

SOIL IN ACCORDANCE WITH THE SPECIFICATION FOR

COMPACTION

7. FOR EXPANSIVE SOIL SITES, 1.5M OF THE EXPANSIVE SOIL

SHALL BE EXCAVATED AND 1.2M OF SELECTED COMPACTED

COHESIVE NON-EXPANSIVE FILL SHALL BE REPLACED. THE

FOUNDATION SHALL BE PLACED ON THE SELECTED

COMPACTED FILL

8. 0.3M OF SURROUNDING FILL SHALL BE PLACED AROUND THE

SLAB

9. REQUIRED BEARING CAPACITY OF 52KN/M2

10. PLEASE REFER TO THE SPECS FOR SELECTED FILL DETAILS

FOUNDATION SLAB SECT11

C-017A

SCALE: 1:20

GWT REAR ELEV4

C-017A

SCALE: 1:20

M ³

G R O U N D

W A T E R

T A N K

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ELECTRIC

W PUMP

50X3MM

STEEL PLATE

50X30MM

RHS

50X50X5MM ANGLE

IRON FRAME

50X3MM

STEEL PLATE

5MM STEEL

SHEETING

W PUMP

INLET PIPE

W PUMP

OUTLET PIPE

ATTACH

TO RHS

50X3MM

STEEL PLATE

50X50X5MM

ANGLE IRON

FRAME

HEAVY DUTY

HINGES

5MM STEEL

SHEETING

PUMP CONTROL

PANEL, REF 5/C-017B

5MM STEEL

SHEETING

50X50X5MM ANGLE

IRON FRAME

50X30MM

RHS

R

10MM BAR HANDLE

20 16

50X3MM

STEEL PLATE

50X50X5MM ANGLE

IRON FRAME

5MM STEEL

SHEETING

50X50X3MM ANGLE IRON

FILLET WELD ALL AROUND

PUMP CONTROL PANEL,

ATTACH TO WOOD

BOARD W/ GALV SCREW

25MM THICK WOOD

BOARD, ATTACH TO

ANGLE IRON FRAME

C-017B

50X50X3MM ANGLE IRON

FILLET WELD ALL AROUND

25MM THICK WOOD

BOARD, ATTACH TO

ANGLE IRON FRAME

ALL AROUND

PUMP CONTROL PANEL

6MM GALVANIZED

SCREW, TYP

W PUMP BOX PLAN1

C-017A

SCALE: 1:10

W A

T E

R

P

U M

P

B

D

C O

N T

R O

L

P

A N

T

A I L

S

C-017B

W PUMP BOX TOP VIEW2

SCALE: 1:10

W PUMP BOX FRONT VIEW3

SCALE: 1:10

W PUMP BOX SIDE VIEW4

SCALE: 1:10

NOTES:

1. EACH W PUMP'S HORSE POWER SHALL ACCOMMODATE MIN

15M PUSH

2. W PUMP ATTACHMENTS SHALL BE PER MANUFACTURER

REQUIREMENTS

3. W PUMP BOX SIZE TO BE VERIFIED IN SHOP DRAWING

4. ALL WELDS: FILLET 3 MM

5. ALL PIPES Ø50 GSP UNLESS OTHERWISE NOTED

PUMP CONTROL PANEL PLAN5

SCALE: 1:10

PUMP CONTROL PANEL ELEV6

SCALE: 1:10

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T

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Ø20 STL REBAR

C/C 5CM GRID BELOW

SLIDING DOOR

70 40

BRICK WALL

LOADING DOOR

CHIMNEY CAP

C-018

C-018

C-018

Ø150mm 3MM CHS PIPE

50 35 80 35 50

61.50°

40 70 40

5MM THICK HIGH TEMP

FIRE RESISTANT

CHIMNEY CAP

Ø150 3MM CHS PIPE

FIRE BRICK/ REFRACTORY

MORTAR

RC BEAM

RC COVERING

COMBUSTION

CHAMBER

BRICK WALL

Ø20 STL REBAR

C/C 5CM GRID

APPLY ASH PIT DPC ASPHALT

PAINT, 2 COATS

C-018

4Ø10, L-1450MM

Ø8 C/C 25CM, L-1500MM

Ø8 C/C 25CM, L-1500MM

Ø8 C/C 15CM, L-1550MM

Ø8 C/C 15CM, L-VAR

Ø8 C/C 15CM, L-VAR

RC BEAM

4Ø10, L-1450MM

Ø8 C/C 25CM, L-1500MM

Ø8 C/C 15CM, L-1550MM

Ø8 C/C 15CM, L-VAR

Ø8 C/C 15CM, L-VAR

20-25 CM HARD CORE

FIRE CEMENT

FIRE CEMENT

MASS CONC

30 100 30

C-018

1525 15 25

3X3X3 STL U-CHANEL, TYP

ASH PIT DOOR,

OPENS UPWARDS

CONC LINTEL

MASS CONC

C-018

HALF BRICK SPACE

FOR AIR FLOW, TYP

Ø102MM 2MM THICK

CHS PIPE AIR HOLES,

TYP

MASS CONC

C-018

C-018

C-018

30x30x3MM ANGLE IRON

CHIMNEY SPIGOT, INSTALL AT

BOTTOM AND TOP OF CHIMNEY

Ø8 C/C 15CM, L-VAR

Ø8 C/C 15CM, L-1520MM

Ø8 C/C 15CM, L-1550MM

Ø8 C/C 15CM, L-VAR

Ø8 C/C 15CM, L-450MM

Ø8 C/C 15CM, L-650MM

BE

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BASE SECTION3

SCALE: 1:25

I N

C I N

E R

A T

O R

D

E T

A I L

S

C-018

TOP VIEW1

SCALE: 1:25

ELEVATION10

SCALE: 1:25

SECTION 11

SCALE: 1:25

ELEVATION 9

SCALE: 1:25

CONC REINFORCING PLAN2

SCALE: 1:25

36 36

18 18 18 18

20x20x3MM SHS FRAME

COVER

(3MM THICK)

Ø12 RE BAR WELDED

TO METAL SHEET COVER

C A

3 3

Ø12 HANDLE WELDED

TO METAL SHEET

METAL SHEET COVER

(3MM THICK)

2x2x.3 SHS

FRAME

3x3x3x.3

U CHANNEL STEEL

ANGLE IRON ANCHORING

WELDED TO U IRON

C-018A

3x3x.3 U CHANNEL

AT TWO SIDES

Ø12 HANDLE WELDED

TO METAL SHEET

METAL SHEET COVER

(3MMTHICK)

2x2x.3 SHS FRAME

ANGLE IRON ANCHORING

WELDED TO U IRON

C-018A

METAL SHEET COVER

(3MM THICK)

30x30x30x3MM U CHANNEL

AT TWO SIDES

2x2x.3 SHS FRAME

ANGLE IRON ANCHOR

WELDED TO U CHANNEL STEEL

BE

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ASH DOOR ELEVATION1

SCALE: 1:25

I N

C I N

E R

A T

T

A I L

S

C-018A

ASH DOOR SECTION 2

SCALE: 1:10

LOADING DOOR DETAIL 5

SCALE: 1:10

DOOR DETAIL 6

SCALE: 1:3

R

C-019

STEEL COVER

REF 5/CX-116

RC CONC SLAB

VP

COVER RC CONC

PEDESTAL

R

30 60

70 70165

10 10

44 60

C-019

PVC VENT CAP

FLY SCREEN

Ø80MM GALV CHS PIPE

RC SLAB

FG, 2:1 SLOPE

MAX, TYP

ANCHORED TO MASONRY

W/GALV STL COLLAR

STN MASONRY WALL

W/MORTAR CONNECTION

30MM GRAVEL

20MM COARSE SAND

C-019

RC FOUNDATION

3MM GALV CHECKERED PLATE

10X2MM SHS FRAME

30X30X3MM ANGLE IRON

RE-BAR HANDLE, TYP

3MM SHEET MTL

20X2MM SHS FRAME

4Ø12 L-VAR

St-Ø8 C/C25 L-130

4Ø12 L-VAR

St-Ø8 C/C25 L-130

MANHOLE COVER

ST-Ø8 C/C25 L-130

4Ø12 L-VAR

Ø8 C/C20 L-VAR

Ø10 C/C20 L-VAR

VP

10 60 10

Ø10 C/C20 L-VAR

St-Ø8 C/C25 L-130

4Ø12 L-VAR

STØ8 C/C25 L-71

4Ø8 L-VAR

Ø10 C/C20 L-VAR

St-Ø8 C/C25 L-130

4Ø12 L-VAR

Ø8 C/C20 L-VAR

VP

3MM CHECKERED

PLATE

Ø12 RE-BAR HANDEL

WELDED TO COVER

1X1X2MM SHS

FRAME

3X3X3MM

ANGLE IRON

2X2X3MM SHS

FRAME TYP

50 30

BE

T

BE

T

TE

TR

A T

EC

H

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IN

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A S

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U C

TU

R E

P R O

G R A

M

F

IN

A L

D

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B M

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TA

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TTD

ES

IG

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B

Y

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D A

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100%

FINAL

DESIGN

SUBMITTAL

FI

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PLC PT TOP VIEW1

SCALE: 1:20

P L

A C

E N

T

A I L

S

C-019

PLC PT STL COVER 2

SCALE: 1:5

PLC PT BEAM REIN SECT6

SCALE: 1:10

PLC PT SECT - MASONRY4

SCALE: 1:20

PLC PT RC COVER REIN DTL3

SCALE: 1:20

PLC PT WALL & BEAM REIN SECT5

SCALE: 1:10

NOTES:

1. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

2. ALL CONNECTION PLATES: T=10 MM S235

3. ALL WELDS: FILLET 3 MM

4. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

5. COVER EXTERNAL RC WALLS AND SLAB WITH 0.2MM WATER

50 150 50

509050

REIN CONC SLAB

84X104X3mm MTL

SHT W/SHS FRAME

MH COVER W/HANDLE

C-020

C-020

C-020

C-020

RC SLAB

FG, 2:1 SLOPE MAX, TYP

ANCHORED TO STONE

MASONRY W/GALV STL

COLLAR

STN MASONRY WALL

W/MORTAR CONNECTION

30MM GRAVEL

20MM COARSE SAND

RC FOUNDATION

70 70

C-020

C

MTL SHT COVER

SHS ANGLE

FRAME

12MM

RE-BAR

HANDLE

STOP STL BLOCK

STOP STL BLOCK

FRAME JOINT

100X100X5MM

ANGLE IRON

3MMX5CM WELD

@ 30CM SPACING,TYP

3MM SHT MTL

100X50X2MM

SHT MTL RAIL

100X50X2MM

SHT MTL RAIL

50X50X2MM

ANGLE IRON

20X20MM SHS

CENTER SUPP 3MM SHT MTL

RC WALL

Ø12 RE-BAR

HANDLE

3MM STOP

STL BLOCK

108010

OPENING TO PIT BELOW

3MM MTL SHT

100x50x2MM

ANGLE IRON

50X50X2MM

ANGLE IRON

Ø12 RE-BAR HANDLE WELDED

TO MTL SHT COVER

3MM STL

SHEETING

20X20MM SHS

CENTER SUPP

RC WALL

100X100X5MM

ANGLE IRON

4Ø12 L-VAR

St-Ø8 C/C25 L-130

4Ø12 L-VAR

St-Ø8 C/C25 L-130

10 60 10

Ø10 C/C20 L-VAR

St-Ø8 C/C25 L-130

4Ø12 L-VAR

STØ8 C/C25 L-71

4Ø8 L-VAR

Ø10 C/C20 L-VAR

St-Ø8 C/C25 L-130

4Ø12 L-VAR

Ø8 C/C20 L-VAR

60 91 50

40 81 50

BE

T

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T

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100%

FINAL

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SUBMITTAL

FI

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A S

H

P

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A I L

S

C-020

NOTES:

1. ALL BOLTS AND ANCHORS: M12 4.6 OR HIGHER, GALVANIZED

2. ALL CONNECTION PLATES: T=10 MM S235

3. ALL WELDS: FILLET 3 MM

4. SEAL OPEN TUBE ENDS WITH END PLATES T=2 MM

5. COVER EXTERNAL RC WALLS AND SLAB WITH 0.2MM WATER

6. FOR NON-EXPANSIVE SOIL SITES, 30CM OF THE NATURAL SOIL SHALL BE

CUT BEFORE LEAN CONCRETE IS PLACED

7. FOUNDATION PAD SHALL BE PLACED ON WELL COMPACTED SOIL IN

ACCORDANCE WITH THE SPECIFICATION FOR COMPACTION

8. FOR EXPANSIVE SOIL SITES, 1.5M OF THE EXPANSIVE SOIL SHALL BE

EXCAVATED AND 1.2M OF SELECTED COMPACTED COHESIVE

NON-EXPANSIVE FILL SHALL BE REPLACED. THE FOUNDATION SHALL BE

PLACED ON THE SELECTED COMPACTED FILL

9. 0.3M OF SURROUNDING FILL SHALL BE PLACED AROUND THE SLAB

10. REQUIRED BEARING CAPACITY OF 52KN/M2

11. PLEASE REFER TO THE SPECS FOR SELECTED FILL DETAILS

ASH PIT TOP VIEW 1

SCALE: 1:30

ASH PIT SECT - MASONRY6

SCALE: 1:20

ASHPIT COVER PLAN2

SCALE: 1:10

ASH PIT COVER SECT4

SCALE: 1:5

ASH PIT COVER SECT3

SCALE: 1:5

ASH PIT WALL & BEAM REIN SECT5

SCALE: 1:10

ASH PIT BEAM REIN SECT7

SCALE: 1:10

HCB DISTRIBUTION

BOX WALL PLASTERED

ON BOTH SIDES

Ø 8MM MESH C/C 200

REINFORCEMENT BAR

TYPICAL

RC LEAD

NATRUAL GROUND

(150MM BELOW

TOP OF LID)

APPLY FLEXCOAT

WATER SEALANT

AROUND PIPE JOINTS, TYP

PIPE FROM

SEPTIC TANK

2ND OPTION FOR INLET

COMPACTED GRAVEL

SELECT BACKFILL AT 95%

COMPACTION OR

UNDISTURBED NATIVE SOIL

HCB DISTRIBUTION

BOX WALL PLASTERED

ON BOTH SIDES

R

R

TE

TR

A T

EC

H

U S A

ID

E

TH

IO

P

IA

H

EA

LT

H

IN

FR

A S

TR

U C

TU

R E

P R O

G R A

M

TTD

ES

IG

N

ED

B

Y

D W

N B

Y

C H

K B

Y

D A

TE

S U

B M

IT

TE

D B

Y

AP

R

SY

MB

100%

FINAL

DESIGN

SUBMITTAL

AM

EN

DM

EN

T

TTTT

DISTRIBUTION BOX PLAN1

SCALE: 1:5

D I S

T R

I B

U T

I O

N

B

T

A I L

C-021

SECTION 12

SCALE: 1:5

SECTION 23

SCALE: 1:5