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75.286

EXISTINGSTAIR

75.286

75.286

75.286

EXISTINGSTAIR

75.286

EXIST.TUNNEL

PRIMARY DIGESTER NO.3 (PD3)

NEW PRIMARY DIGESTER NO.1 (PD1)

GAS ROOM (GR)(CLASSIFIED)

B001

1A105

3A109

1

1

EXIST. PUMP ROOM

B002

HEAT EXCHANGERROOM NO.2

B004

EXIST.CONC.BASES TOREMAIN

EXIST. CONC. BASESTO REMAIN

HEAT EXCHANGERROOM NO.1 (HE)

B005

OPENING ABOVE

EXIST. CONC.BASES TOREMAIN

1A111

PRIMARY DIGESTER NO.2 (PD2)

SEC. DIGESTER NO.1 (SD1)

EX. CMU

NEW CONCRETE

EXISTING CONCRETE

LEGEND:

   E   Q .

   E   Q .

18075

CONC. COL.(REFER TO STRUC.)

   ±   9   5   9   5

T/O CONC.=

T/O CONC.=

T/O CONC.=

EXIT STAIR

103

75.286

CL

CLCL

HEAT EXCHANGERROOM NO.3

B003

T/O CONC.=

   9   3   1   0

    4     5

 .     0     0

    °

1

2

1 NEW CONC. BASE (FOR SIZES & DIM. REFERTO STRUCT. DWG.S)

2 SUMP

1

1

1

1

1

T/O CONC.=

1

1

1

2

EQ.EQ.CL

CL

WATERPROOFING

W/ BASEMENT

NEW BLDG. ADDITION

1

1

1

1

3 NEW FLOOR TILE C/W COVE AND WALL BASE

3

3

1   3   0   0   0   

1

CONC. COLUMN(REFER TO S110)

WATERPROOFING

10000

   1   %   m

   i  n .

   1   %   m

   i  n .

TRENCH DRAINC/W GRATING

3

3

15 0 0 

   1    5    0    0

   1    5    0    0

  1  5  0  0

 E  X  T E  N

  T  O F

  W A  T E R

 P R O O

 F I  N G,

 F U  L  L  H

 E I G H  T 

 O F

  T A  N  K

   E   X   T   E   N   T

   O   F

   W  A   T   E   R

   P   R  O  O   F   I   N

  G , 

   F   U   L   L

   H   E   I  G   H   T

   O   F

   T  A   N   K

1

WATERPROOFING

ARCHITECTURAL EXPANSION JOINT SEAL SCHEDULE

1 TYPE 1- BELOW GRADE HORIZONTAL/VERTICALSELF EXPANDING EXPANSION JOINT SEAL

3 TYPE 3- FIRE RATED SELF EXPANDING EXPANSIONJOINT SEAL

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGNED:

APPROVED:

DRAFTED:

CHECKED:

SHEET NUMBER

BAR IS 25mm ONORIGINAL DRAWING

0 mm 25 mm

IF NOT 25mm ONTHIS SHEET, ADJUST

SCALES ACCORDINGLY

THE REGIONAL MUNICIPALITY

OF DURHAM

WORKS DEPARTMENT CONTRACT NUMBER

ONTARIO

A102DIGESTER FACILITIES UPGRADE - PHASE 1

046220

G. KREZEL

M. LATOSZEK

G. KREZEL ARCHITECTURAL

DIGESTER CONTROL BUILDING - BASEMENT PLAN D2016-036V.L. NAZARETH

CORBETT CREEK WATER POLLUTION CONTROL PLANT 11 of 135

WHITBYRVA#046220-20150910-IF

T

BASEMENT PLAN1

01 2 4 m#M100

NO. DATE NAME REVISIONS

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78.943

MAIN FLOOR T/OCONC.

83.058

T/O STRUCTURE

75.286

BASEMENT T/OCONC.

83.668

T/EX. DIGES WALL

        2        2        0        0

GAS ROOM (GR)(CLASSIFIED)

101

GAS ROOM (GR)(CLASSIFIED)

B001

ROOF ASSEMBLY 1- 2-PLY MODIFIED SBS BITUMEN ROOFING- 13mm PROTECTION BOARD- 100mm TAPERED RIGID INSULATION (MIN. 50mm)- VAPOUR BARRIER- 250mm CONC. ROOF SLAB-150mm MINERAL WOOL INSUL. W/ VINYL FACE

WALL ASSEMBLY 1- 90mm SPLIT RIB CONC. BLOCK- 25mm AIR SPACE- 75mm RIGID INSULATION- AIR/ VAPOUR BARRIER- 200mm CAST-IN-PLACE CONC.

1A108

4A108

50mm RIGIDINSULATION& WATERPROOFING

EXIST.TUNNEL

        1        0        7        0

2

2

1

CONC. PAD

NEW BLDG. ADDITION

COLUMN

COLUMN

NEWOPENING

WATERSTOP

770

        1        2        0        0

2A113

FLOOR ASSEMBLY 1-CAST-IN-PLACE CONC. SLAB-SELF-LEVELING CASTUNDERLAYMENT TOPPING-200 X 200 QUARRY TILE ONSETTING BED

FLOOR ASSEMBLY 2-SKIM SLAB-WATERPROOFING-SLAB-ON-GRADE-VAPOUR BARRIER-SELF-LEVELING CASTUNDERLAYMENT TOPPING- 200 X 200 QUARRY TILE ON

SETTING BED

78.943

MAIN FLOOR T/OCONC.

83.058

T/O STRUCTURE

75.286

BASEMENT T/OCONC.

83.668

T/EX. DIGES WALL

GAS ROOM (GR)(CLASSIFIED)

B001

GAS ROOM (GR)(CLASSIFIED)

101

EXIT STAIR

103

ROOF ASSEMBLY 1

        2        2        5        5

3A108

25mm EXP. JT.

25mm CONTINUOUSEXP. JT. C/W JOINTCOVER

25mm EXP. JT. C/WCOVER

WATERPROOFING

PERFORATEDDRAINAGE PIPEC/W FILTER FABRIC

WALL MOUNTEDHANDRAIL

600 X 600 CONC.PAVERS ONCOMPACTEDDRAINAGE LAYER

WALL ASSEMBLY 1

50mm RIGID

INSULATION

2465

90mm CMUCLOSURE

OPEN

        1        6        6        0

3A112

TYP.

2100mm WALLBASE (TYP.)

        1        0        0

100mmWALL BASE

90

TYP.

920

1

WATERPROOFING

NEW BLDG. ADDITION

A106

1SIM.A106

1SIM.

WATERSTOP

WATERSTOP

3865

83.308

T/OF PARAPET

5A109

NEW ALUM. RAILING320

10 EQ.

10090900

1070

2

1200

FLOOR ASSEMBLY 2-SKIM SLAB-WATERPROOFING-SLAB-ON-GRADE-VAPOUR BARRIER-SELF-LEVELING CASTUNDERLAYMENT TOPPING-QUARRY TILE ON SETTING BED

ARCHITECTURAL EXPANSION JOINT SEAL SCHEDULE

FOR DETAILS REFER TO SPECIFICATIONS

1

2

TYPE 1- BE LOW GRADE HORIZONTAL/VERTICALSELF EXPANDING EXPANSION JOINT SEAL

TYPE 2- ABOVE GRADE HORIZONTAL/VERTICALSELF EXPANDING EXPANSION JOINT SEAL

INSTALL VAPOUR BARRIER ON TOP OF SLAB-ON-GRADEPRIOR TO INSTALLATION OF UNDERLAYMENT (TYP.)

NOTE:

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGNED:

APPROVED:

DRAFTED:

CHECKED:

SHEET NUMBER

BAR IS 25mm ONORIGINAL DRAWING

0 mm 25 mm

IF NOT 25mm ONTHIS SHEET, ADJUST

SCALES ACCORDINGLY

THE REGIONAL MUNICIPALITY

OF DURHAM

WORKS DEPARTMENT CONTRACT NUMBER

ONTARIO

A106DIGESTER FACILITIES UPGRADE - PHASE 1

046220

G. KREZEL

M. LATOSZEK

G. KREZEL ARCHITECTURAL

NEW GAS ROOM - SECTIONS D2016-036V.L. NAZARETH

CORBETT CREEK WATER POLLUTION CONTROL PLANT 15 of 135

WHITBYRVA#046220-20150910-IF

T

A105

SECTION200.5 1 2 m

#M5000.5 1 2 m

#M50

A105

1 SECTION

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78.943

MAIN FLOOR T/OCONC.

83.058

T/O STRUCTURE

83.668

T/EX. DIGES WALL

ALUMINUM GUARDRAILC/W KICK PLATE (REFER TO 6/A112)

PREFINISHEDCORRUGATED METALWALL SYSTEM

EXPOSED CONCRETEFOUNDATION WALL

78.943

MAIN FLOOR T/OCONC.

83.058

T/O STRUCTURE

83.668

T/EX. DIGES WALL

ALUMINUM GUARDRAILC/W KICK PLATE (REFER TO 6/A112)

PREFINISHEDCORRUGATED METALWALL SYSTEM

EXPOSED CONCRETEFOUNDATION WALL NEW PRIMARY DIGESTER No.1

EXIST. PRECASTCONC. FASCIA

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGNED:

APPROVED:

DRAFTED:

CHECKED:

SHEET NUMBER

BAR IS 25mm ONORIGINAL DRAWING

0 mm 25 mm

IF NOT 25mm ONTHIS SHEET, ADJUST

SCALES ACCORDINGLY

THE REGIONAL MUNICIPALITY

OF DURHAM

WORKS DEPARTMENT CONTRACT NUMBER

ONTARIO

A110DIGESTER FACILITIES UPGRADE - PHASE 1

046220

G. KREZEL

M. RAKOCEVIC

G. KREZEL ARCHITECTURAL

NEW PRIMARY DIGESTER NO.1 ELEVATIONS D2016-036V.L. NAZARETH

CORBETT CREEK WATER POLLUTION CONTROL PLANT 19 of 135

WHITBYRVA#046220-20150910-IFT

A110

WEST ELEVATION100.5 1 2 m

#M50

A110

SOUTH ELEVATION200.5 1 2 m

#M50

NO. DATE NAME REVISIONS

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DN

UP

DIGESTER

NEW HEAT EXCHANGERROOM No.1

    1   0   6   6

90.00°

32766

   1   5   8   5   0

   1   5   8   5   0

   1   6   9   1   6

   1   8

   0   7   2

15850 16916

    3   1   7   0   0

1807215850

    2   2   2   2

33922

EXISTING PRIMARY DIGESTER NO.3

EXISTING PRIMARY DIGESTER NO. 2

EXISTING SECONDARY DIGESTER NO.1

NEW PRIMARY DIGESTER NO.1

   3   4   9   8   9

1156

NEW GAS ROOM(BELOW GRADE)

EXISTING DIGESTER CONTROL BUILDING

DIGESTER

DIGESTER

CONTROL BUILDING

DIGESTER

DIGESTER

DIGESTER

DIGESTER

CONTROL BUILDING

EX. TUNNELBELOW GRADE

NEW BOILERSTACK

APPROXIMATE LOACATION OFTEMPORARY SHORING W/ SOLDIERPILING OR APPROVED EQUALSHORING DESIGN IS BY THECONTRACTOR. SUBMIT DESIGN ANDSHOP DRAWINGS FOR REVIEW BYTHE ENGINEER.

EX. PLANT PROCESSPIPES TO SHORE &PROTECT. SEE S110FOR FURTHERDETAILS.

3 0 .0 0 ° 

ACCESSDOOR

  +   /  -

  +   /  -

+/-

APPROXIMATE EXTENT OFEXCAVATION FORCONSTRUCTION

EDGE OF SLAB ONGRADE

INTERIM COMPRESSORBUILDING (SEE SITE/PROCESSDRAWINGS FOR SIZE ANDLOCATION)(SEE S114 FORSLAB DETAILS)

NEW CONCRETE

EXISTING CONCRETE

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGNED:

APPROVED:

DRAFTED:

CHECKED:

SHEET NUMBER

BAR IS 25mm ONORIGINAL DRAWING

0 mm 25 mm

IF NOT 25mm ONTHIS SHEET, ADJUST

SCALES ACCORDINGLY

THE REGIONAL MUNICIPALITY

OF DURHAM

WORKS DEPARTMENT CONTRACT NUMBER

ONTARIO

S100DIGESTER FACILITIES UPGRADE- PHASE 1

046220

M. CHATTERJEE

M. ARAR

T.RICHARDSON STRUCTURAL

DIGESTERS AND CONTROL BUILDING - GENERAL ARRANGEMENTPLAN   D2016-036V.L. NAZARETH

CORBETT CREEK WATER POLLUTION CONTROL PLANT23 of 135

WHITBYRVA#046220-20150910-

IFT

GENERAL ARRANGEMENT PLAN1 01.5 3 6 m

#M150

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UP

3S105

CORRIDOR

600H X 200WCONC. CURB

2000 X 2000OPENING W/ ACCESS HATCH

EXISTINGSTAIR N01

EXISTINGSTAIR N02

T/LANDING

DN

SITE CONF.

1397

OUTSIDE FACE OFEXISTING PRECASTFASCIA

1S105

OUTSIDE FACE OFEXISTING PRECASTFASCIA

E X I S T I N G S T AI R  N 0 .3 

5S104

4S104

2S105

4S106

3S106

4S109

     B     M     1

  C  2

DN

NEW PRIMARY DIGESTER NO.1

EXISTING PRIMARY DIGESTER NO.3

EXISTING PRIMARY DIGESTER NO. 2

EXISTING SECONDARY DIGESTER NO.1

78.943

NEW GAS ROOM

77.596

ELECTRICAL ROOM

WORKSHOP

BOILER ROOM

6S109

OPENING 400 X400SEE MECH. DWG

1S110

5S109

   C   3

   C   3

C    4   

 C 4

78.943

78.943

78.943

78.943

1% SLOPE

EJ

EXP. JT.

EXP. JT.

EXP. JT.

2S104

2S106

EXIST. ACCESS FOREQUIPMENT REMOVAL

CONC. BASE ANDSTACK

WATERPROOFING ASSPECIFIED FOR WIDTHINDICATED AND FORENTIRE VERTICAL WALL OFDIGESTER

  1  5  0  0

WATERPROOFING ASSPECIFIED FOR WIDTHINDICATED AND FOR ENTIREVERTICAL WALL OFDIGESTER

   1    5    0    0

1500

EQEQEXISTING BLOCKWALL TO REMAIN

   1    5    0    0

VESTIBULE

EXTENT OF 200 mm THK. SLAB ON G RADE

CONC. PADFOR EQUIPMENT(TYP.)

SAW-CUT OPENING INCONC. FLOOR (TYP.)

APPROACHSLAB ON GRADE

EXP. JT

EXP. JT

SITEVE R

IFY

1727

6000

SITEVE

RIFY

1692

4000

20003464

  C  22500

2000

1S111

M

IN.

2000

SITE VERIFY

10398

WASHROOM     V     E      S     T     I     B     U     L     E

5658

NEW CONCRETE

EXISTING WALL

EX. CONC. BLOCK WALL

LEGEND:

NEW CONC. BLOCK WALL

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGNED:

APPROVED:

DRAFTED:

CHECKED:

SHEET NUMBER

BAR IS 25mm ONORIGINAL DRAWING

0 mm 25 mm

IF NOT 25mm ONTHIS SHEET, ADJUST

SCALES ACCORDINGLY

THE REGIONAL MUNICIPALITY

OF DURHAM

WORKS DEPARTMENT CONTRACT NUMBER

ONTARIO

S102DIGESTER FACILITIES UPGRADE- PHASE 1

046220

M. CHATTERJEE

M. ARAR

T.RICHARDSON STRUCTURAL

DIGESTER CONTROL BUILDING - MAIN FLOOR PLAN D2016-036V.L. NAZARETH

CORBETT CREEK WATER POLLUTION CONTROL PLANT25 of 135

WHITBYRVA#046220-20150910-IFT

MAIN FLOOR PLAN1 01 2 4 m

#M100

NO. DATE NAME REVISIONS

8/17/2019 D2016-036 Volume 3 of 3

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3S105

1S105

5S104

4S104

2S105

4S106

HEAT EXCHANGER ROOM NO.1ROOF SLAB

OPENINGSSEE MECH. DWGS

6S109

EXIST. 8"HOLLOWCORE SLAB

EXIST. 8" HOLLOW CORE

EXIST.8"HOLLOW

CORE

EXIST.8"HOLLOW

COR

E

EXIST. 8"HOLLOW CORE

PRIMARY DIGESTER NO.1

PRIMARY DIGESTER N0. 2PRIMARY DIGESTER NO.3

SECONDARY DIGESTER NO.1

GAS ROOM

EX. MONORAIL BELOW

83.058

83.058

83.058

83.058

83.058

SLOPE

4S108

TOP OF TEE BEAM

7S108

1S108

2S108

3S108

6S108

5S108

   B   E   A   M    B

   M   4

2000x2000 ROOFACCESS HATCH

9S108

200Wx300H CONC.CURB (TYP.) SEE TYP.CURB DETAIL

BEAM BM5

8S108

9S105

SEE 1/S111 FORBEARING DETAILS OFEXIST. DOUBLE TEESON THIS WALL (TYP.)

ROOF ACCESS PLATFORM

GUARD RAIL ON EACH SIDE OFACCESS PLATFORM. INTEGRATE W/ EXIST. GUARD RAIL (GALV.)SERRATED AND BANDED ALUMINUMGRATING w/ 51x5 BEARING BARS c/wSUPPORT FRAMING (GALV.)

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGNED:

APPROVED:

DRAFTED:

CHECKED:

SHEET NUMBER

BAR IS 25mm ONORIGINAL DRAWING

0 mm 25 mm

IF NOT 25mm ONTHIS SHEET, ADJUST

SCALES ACCORDINGLY

THE REGIONAL MUNICIPALITY

OF DURHAM

WORKS DEPARTMENT CONTRACT NUMBER

ONTARIO

S103DIGESTER FACILITIES UPGRADE- PHASE 1

046220

M. CHATTERJEE

M. ARAR

T.RICHARDSON STRUCTURAL

DIGESTER CONTROL BUILDING - ROOF PLAN D2016-036V.L. NAZARETH

CORBETT CREEK WATER POLLUTION CONTROL PLANT26 of 135

WHITBYRVA#046220-20150910-IFT

ROOF PLAN1

00.75 1.5 3 m#M75

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75.286

T/ BASEMENT SLAB

BREAK AWAY EXIST.CONCRETE AND BUILDSUMP AND TRENCHDRAIN AS SHOWN

25mm DPSAWCUTALONGPERIMETER

                                                                                                                                                                                                                                                     1                                                                                                                                                                                                                                                     0                                                                                                                                                                                                                                                             0                                                                                                                                                                                                                                                                     M                                                                                                                                                                                                                                                             I                                                                                                                                                                                                                                                             N                                    .

CONC. PAD

10M DWL @200 E.W.

C/W HILTI HY 200 W/ 125 EMBEDMENT

10M @200 E.W.

75.286

T/ BASEMENT SLAB

75.286

T/ BASEMENT SLAB

                                                                                                                                                                                                                                                     2                                                                                                                                                                                                                                                     0                                                                                                                                                                                                                                                             0                                                                                                                                                                                                                                                             0        

UNDER-PINNING &SHORING

25mmEXP. JT.

15MPa CONC.FILL

11 73.286

                                                                                                                                                                                                                                                     4                                                                                                                                                                                                                                                     0                                                                                                                                                                                                                                                             0        

                                                                                                                                                                                                                                                     1                                                                                                                                                                                                                                                     3                                                                                                                                                                                                                                                              5                                                                                                                                                                                                                                                             0        

                                                                                                                                                                                                                                                     6                                                                                                                                                                                                                                                              5                                                                                                                                                                                                                                                             0        

450 900 350 100

NOTE:REINFORCEMENT FOR SUMPARE 15M@200 E.W. & E.F.

75.286

T/ BASEMENT SLAB

                                                                                                                                                                                                                                                     2                                                                                                                                                                                                                                                     1                                                                                                                                                                                                                                                      "

                                                                                                                                                                                                                                                      5                                                                                                                                                                                                                                                             3                                                                                                                                                                                                                                                             3        

25

L38X38X6 ALUM ANGLE C/W25X3X100 LG STRAP @ 400, CASTIN PLACE. SAW-CUT EX CONCAND BUILD TO MATCH.

                                                                                                                                                                                                                                                      5                                                                                                                                                                                                                                                             0                                                                                                                                                                                                                                                             0        

                                                                                                                                                                                                                                                     1                                                                                                                                                                                                                                                      5                                                                                                                                                                                                                                                             0        

                                                                                                                                                                                                                                                     6                                                                                                                                                                                                                                                              5                                                                                                                                                                                                                                                             0        

EX. WALL

EX. SLAB

NEW SLAB

32x 4.8 BORDEN ALUM.GRATING W/ L38x38x6 C/WALUM. ANGLE CAST INPLACE

150x150 DP. TRENCHDRAIN CONNECT TO SUMPW/ 0.5% SLOPE175

2-15M H/E.F.

15M@200TI-TIES

                                                                                                                                                                                                                                                     3                                                                                                                                                                                                                                                              5        

                                                                                                                                                                                                                                                     0        

SEE 5/S111 FOR COL-BEAMCONNECTION DETAIL

                                                                                                                                                                                                                                                      5                                                                                                                                                                                                                                                              5                                                                                                                                                                                                                                                             0        

450

BM. 450 x 550 7-30M /BOT.

15M@200TI-TIES

7-30M /TOPOVER SUPPORT

78.943T/ MAIN FLOOR SLAB

                                                                                                                                                                                                                                                     2                                                                                                                                                                                                                                                     0                                                                                                                                                                                                                                                             0        

200 2000 200

                                                                                                                                                                                                                                                     3                                                                                                                                                                                                                                                              5        

                                                                                                                                                                                                                                                     0        

(FOR REINF.SEEDETAIL 7/S105)

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGNED:

APPROVED:

DRAFTED:

CHECKED:

SHEET NUMBER

BAR IS 25mm ONORIGINAL DRAWING

0 mm 25 mm

IF NOT 25mm ONTHIS SHEET, ADJUST

SCALES ACCORDINGLY

THE REGIONAL MUNICIPALITYOF DURHAM

WORKS DEPARTMENT CONTRACT NUMBER

ONTARIO

S107DIGESTER FACILITIES UPGRADE- PHASE 1

046220

M. CHATTERJEE

V. WALTON

T.RICHARDSON STRUCTURAL

DIGESTER CONTROL BUILDING - HEAT EXCHANGER ROOM No.1 -SECTIONS AND DETAILS   D2016-036V.L. NAZARETH

CORBETT CREEK WATER POLLUTION CONTROL PLANT 30 of 135

WHITBYRVA#046220-20150910

-IFT

S101

SECTION DETAIL AT GUTTER DRAIN4S106

SECTION DETAIL AT GUTTER DRAIN50200 400 800 mm

#M20

0200 400 800 mm#M20

S101

SUMP DETAIL3S106

TRENCH DETAIL6

S106

BEAM - BM 6, BM 720200 400 800 mm

#M20

S106

SECTION10200 400 800 mm

#M20

0200 400 800 mm#M20

0200 400 800 mm#M20

NO. DATE NAME REVISIONS

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26-25M EXISTING 200 DIA PVC

SLOPE

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78.943

T/ MAIN FLOOR SLAB

75.286

T/ BASEMENT SLAB

                                                                                                                                                                                                                                                                                              3                                                                                                                                                                                                                                                                                                       6                                                                                                                                                                                                                                                                                                        5                                                                                                                                                                                                                                                                                                       8         

760 Ø (OD) ST ACK

25M DWL

15M TIE@200

                                                                                                                                                                                                                                                                                              1                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                                                                                       0          

                                                                                                                                                                                                                                                                                              1                                                                                                                                                                                                                                                                                              4                                                                                                                                                                                                                                                                                              0                                                                                                                                                                                                                                                                                                        0          

3-15M TIES@75

15M @200H/E.W.

25M @200H/E.W.

15M @200U-BAR

EXIST.CONTROLBLDG.

50mm THK.STYROFOAM 'SM'

200mm THK. SLABON GRADE

4850

1750 1350 1750

                                                                                                                                                                                                                                                                                               7                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                                                                                       0          

SKIM SLAB 75 THK. MIN.

EXIST. PIPES - SEETABLE BELOW

EXP. JT.FILLER (TYP.)

GRAN 'A' COMPACTED TO100% S.P.D.D.

GRAN 'B'COMPACTED TO100% S.P.D.D.

SLAB ON GRADE W/ 15M@200 E.W.PLACED AT CENTER. PROVIDECONTRACTION JOINT @ 3000 E.W.

PVC MEMBRANE

                                                                                                                                                                                                                                                                                              4                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                                                                                       0                                                                                                                                                                                                                                                                                                        3                                                                                                                                                                                                                                                                                                       0                                                                                                                                                                                                                                                                                                        0          

                                                                                                                                                                                                                                                                                              2                                                                                                                                                                                                                                                                                              0                                                                                                                                                                                                                                                                                                        0          

PEDESTAL

MIN. REQ'D SOIL BEARINGCAPACITY 150kPa (SLS)

1S110

18-32mm DIA. SS316 ANCHORBOLTS EQUALLY SPACED ON915 BOLT CIRCLE, BY STACKSUPPLIER

25M @200 BOT. E.W.

4850

                                                                                                                                                                                                                                                                                              1                                                                                                                                                                                                                                                                                              3                                                                                                                                                                                                                                                                                                        5                                                                                                                                                                                                                                                                                                       0          

1350

                                                                                                                                                                                                                                                                                              4                                                                                                                                                                                                                                                                                              8                                                                                                                                                                                                                                                                                                        5                                                                                                                                                                                                                                                                                                       0          

NOTE:CONTRACTOR TO DESIGN SHORING FOREXISTING PROCESS PIPES. SEE SITE ANDPROCESS DRAWINGS FOR PIPE LOCATIONS.SUBMIT SHOP DWG. FOR REVIEW BY ENGINEER.PROTECT ALL PIPES DURING EXCAVATION,CONSTRUCTION, SHORING AND BACKFILLINGOPERATIONS.* COORDINATE STACK LOCATION w/MECHANICAL

CL. OF CONTROLBUILDING

EXIST. PIPES

EXTG. CONTROL BLDG. WALL

838 *

15M T1TIES @200

V

0.5% SLOPE TYP.

EXISTING 200 DIA PVCSUBDRAIN SITE VERIFYFOR LOCATION , SIZE &INVERT

                                                                                                                                                                                                                                                                                              1                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                                                                                       0                                                                                                                                                                                                                                                                                                                 D                                                                                                                                                                                                                                                                                                       I                                                                                                                                                                                                                                                                                                      A

                                                                                                                                                                                                                                                                                                       P                                                                                                                                                                                                                                                                                                       V                                                                                                                                                                                                                                                                                                          C         

                                                                                                                                                                                                                                                                                                           S                                                                                                                                                                                                                                                                                                                U                                                                                                                                                                                                                                                                                                                B                                                                                                                                                                                                                                                                                                       D                                                                                                                                                                                                                                                                                                       R

                                                                                                                                                                                                                                                                                                      A                                                                                                                                                                                                                                                                                                       I                                                                                                                                                                                                                                                                                                       N                                                                                                                                                                                                                                                                                                      (                                                                                                                                                                                                                                                                                                                                                                                             T                                                                                                                                                                                                                                                                                                       Y                                                                                                                                                                                                                                                                                                       P                                          .                                                                                                                                                                                                                                                                                                       )                                                                                     

                                                                                                                                                                                                                                                                                                           S                                                                                                                                                                                                                                                                                                                E                                                                                                                                                                                                                                                                                                       E                                                                                                                                                                                                                                                                                                       T                                                                                                                                                                                                                                                                                                       Y

                                                                                                                                                                                                                                                                                                       P                                          .                                                                                                                                                                                                                                                                                                       D                                                                                                                                                                                                                                                                                                       E                                                                                                                                                                                                                                                                                                       T                                                                                                                                                                                                                                                                                                      A                                                                                                                                                                                                                                                                                                       I                                                                                                                                                                                                                                                                                                       L

CONNECT TOEXISTINGSUBDRAIN

EX. INVERT 71.00SITE VERIFY

DROP

                                                                                                                                                                                                                                                                                              0                                                    .                                                                                                                                                                                                                                                                                               5                                                                                                                                                                                                                                                                                                      %        

                                                                                                                                                                                                                                                                                                           S                                                                                                                                                                                                                                                                                                                L                                                                                                                                                                                                                                                                                                          O                                                                                                                                                                                                                                                                                                                P                                                                                                                                                                                                                                                                                                       E

TOE OF HEATEXCHANGERROOM NO. 1WALL

DROP FROM 73.40TO 71.85

150mm DIA RISER PIPE W/C.I.VALVE BOX BELOW GRADE

150mm DIA PVCCOLLECTOR PIPE

EXISTING PRIMARY

DIGESTER NO. 2

NEW PRIMARYDIGESTER NO.1

INV. EL. 74.9

100mm DIASUBDRAIN

INV. EL. 72.00

INV. EL. 72.20

INV. EL. 72.80TYP.

INV. EL. 73.75

INV. EL. 73.50

0.5% SLOPE(TYP.)

 0. 5 %  S

 L O P E 

 T Y P.

         0   .         5

         %          S

          L         O          P          E

          T          Y          P

  .

BACKFILL TRENCHWITH FILL CONCRETETO U/S OF SLAB

INV. EL. 74.86

DRAWING NUMBER

RVA PROJECT No.

SCALEDESIGN