INDEX TO DRAWINGS

W-MIS-CV-0418

GENERAL

2

L FETTKETHER

M RARDIN

INDEX TO DRAWINGS

G THOMPSON

DATE1 ADDENDUM 1 MR LF

1

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FILENAME: PLOT DATE: PLOT TIME:W-MIS-CV-0418.DGN 2016\06\13 4:15:33 PM

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477914

WBP-002

PROJECT

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FERMENTER

TREATMENT FACILITY

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WEST BOISE

CITY OF BOISE, IDAHO

PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID

ORIGINAL DOCUMENT STORED AT

REGISTRANT, MAY 2016.

ORIGINAL DOCUMENT SIGNED BY

3755

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INDEX TO DRAWINGS

DRAWING NO.

GENERAL

CIVIL/SITE ELECTRICAL

DESCRIPTION

GENERAL

CIVIL

ELECTRICAL

DRAWING NO. DESCRIPTION

W-YRD-EL-0435

INSTRUMENTATION AND CONTROL

INSTRUMENTATION AND CONTROL

THICKENING BUILDING

PROCESS MECHANICAL

W-AER-EL-0363 AERATION BASINS 1 AND 2 DIVISION STRUCTURE LOWER LEVEL PLAN

SITE LOCATION PLAN

YARD PIPING DETAILS

YARD PIPING PLAN AREA 13

CIVIL SITE DETAILS

LOCATION AND GRADING PLAN AREA 13

SITE LOCATION PLAN

W-YRD-ME-0448

W-YRD-ME-0447

W-YRD-GR-0451

W-YRD-GR-0450

W-YRD-GR-0449

W-MIS-LG-0444

W-MIS-LG-0443

W-MIS-LG-0442

W-MIS-LG-0441

W-MIS-LG-0440

W-MIS-LG-0439

W-MIS-CV-0418

W-MIS-CV-0417

DESIGN DETAILS

MISCELLANEOUS

ELECTRICAL

W-AER-ME-0346

W-AER-ME-0345

AERATION BASINS 5 AND 6 DIVISION STRUCTURE PARTIAL TOP LEVEL PLAN

AERATION BASINS 1 AND 2 DIVISION STRUCTURE LOWER LEVEL PLAN

PROCESS MECHANICAL

ABBREVIATIONS AND GENERAL LEGEND

ELECTRICAL LEGEND 2

ELECTRICAL LEGEND 1

I&C LEGEND 2

I&C LEGEND 1

CIVIL/MECHANICAL LEGEND

INDEX TO DRAWINGS

COVER SHEET, LOCATION AND VICINITY MAPS W-MIS-SD-0227

W-MIS-SD-0226

DESIGN DETAILS

DESIGN DETAILS

W-PID-PI-0483

W-PID-PI-0482

W-PID-PI-0481

W-PID-PI-0480

W-PID-PI-0479

W-PID-PI-0478

W-PID-PI-0477

W-PID-PI-0476

W-PID-PI-0475

P&ID - TEMPORARY CARBON STOCK CHEMICAL FEED

P&ID - PFLT PUMPING

P&ID - VFLT PUMPING

P&ID - DIGESTER FEED

P&ID - ROTARY SCREEN THICKENING

P&ID - FERMENTATION TRANSFER PUMPING AND SCUM CONTROL

P&ID - FERMENTED PRIMARY SLUDGE PUMPING

P&ID - FERMENTED PRIMARY SLUDGE TRANSFER IMPROVEMENTS

P&ID - AERATION BASINS 1 AND 2 DIVISION STRUCTURE

W-THK-ME-0077

W-THK-ME-0076

W-THK-ME-0075

W-THK-ME-0074

W-THK-ME-0073

W-THK-ME-0072

W-THK-ME-0071

W-THK-ME-0070

DETAILS

DETAILS

SECTIONS

SECTIONS

FERMENTER MECHANICAL SECTIONS

ABOVE DECK PLAN

THICKENING BUILDING FIRST FLOOR PLAN

BELOW DECK PLAN

W-THK-EL-0171

W-THK-EL-0170

W-THK-EL-0169

W-THK-EL-0168

W-THK-EL-0167

W-THK-EL-0166

W-THK-EL-0165

W-THK-EL-0164

W-THK-EL-0163

W-THK-EL-0162

W-THK-EL-0161

W-THK-EL-0160

W-THK-EL-0159

W-THK-EL-0158

W-THK-EL-0157

VFLT AER BASINS 5 AND 6 FLOW CONTROL - LOOP 63042

RECUPERATIVE TS FERM TANK 2 - LOOP 71192

RECUPERATIVE TS FERM TANK 1 - LOOP 71191

RECUPERATIVE TS 2 FLOW VALVE - LOOP 63372

RECUPERATIVE TS 1 FLOW VALVE - LOOP 63371

FERMENTATION TRANSFER PUMP - LOOP 71181

FERMENTATION TANK 2 MIXING PUMP - LOOP 71172

FERMENTATION TANK 1 MIXING PUMP - LOOP 71171

PFLT SPRAY PUMP - LOOP 63331

VFLT SPRAY PUMP - LOOP 63321

WIRING DIAGRAM GENERAL NOTES

SECOND FLOOR PROCESS PLAN NORTHWEST

FIRST FLOOR PROCESS PLAN SOUTHEAST

FIRST FLOOR PROCESS PLAN NORTHEAST

THK-MCC-001 AND THK-PNL-002 ONE-LINE DIAGRAMS

PK IN PAVE.

EL. 2,578.65'

N 17,215.911'

E 14,235.357'

C.P. #122

BUIL

DIN

G

CO

NT

RO

L

DIG

ES

TE

R

BUILDING

HEADWORKS

NO. 1

DIGESTER

ANAEROBIC

NO. 2

DIGESTER

ANAEROBIC

TANK

BLEND

NO. 3

CLARIFIER

SECONDARY

NO. 1

CLARIFIER

SECONDARY

NO. 2

CLARIFIER

SECONDARY

NO. 4

CLARIFIER

SECONDARY

NO. 3

DIGESTER

ANAEROBIC

NO. 1

CLARIFIER

PRIMARY

NO. 2

CLARIFIER

PRIMARY

NO. 3

CLARIFIER

PRIMARY

AERATION BASIN NO. 5

FILTRATE STORAGE

BUILDING

PUMPING

SLUDGE

BUILDING

DEWATERING

FLARE

GAS

WASTE

STATION

PUMP

WATER

W2 WELL

NO. 5

CLARIFIER

SECONDARY

NO. 6

CLARIFIER

SECONDARY

STRUCTURE

DIVISION

CLARIFIER

SECONDARY

BIOFILTERS

STRUCTURE

EFFLUENT

CLARIFIER

SECONDARY

CONTROL BUILDING

SOUTH PLANT

NO. 2

BASIN

AERATION

NO. 1

BASIN

AERATION

STRUCTURE

DIVISION

CLARIFIER

PRIMARY

STATION

PUMP

DRAIN

PLANT

BUILDING

ADMINISTRATION

NO. 1

THICKENER

GRAVITY

NO. 2

THICKENER

GRAVITY

LABORATORY

TO J

OP

LIN R

OA

D

STATION

PUMP

WATER

W2 WELL

TRAILER

CITY

STATION

LOADING

FUEL

BUIL

DIN

G

MAIN

TE

NA

NC

E

BUILDING

OPERATIONS

BLOWER GALLERY

EA

ST G

ALLE

RY

WE

ST G

ALLE

RY

AERATION BASIN NO. 6

STATION

PUMP

THICKENER

GRAVITY

SPHERE

STORAGE

GAS

BUILDING

MAINTENANCE

GROUNDS

BUILDING

T-CHLORINE

UNLOADING

BUILDING

TECH

INSTRUMENT

BUILDING

DAFT

S/E WALL

TOS 2568.9'

MH-21

WELL

H20 V

DRAIN

DRAIN

SECONDARY CLARIFIER #4





GROUNDS MAINTENANCE BUILDING

17

T-CHLORINE BUILDING

15

OPERATIONS BUILDING

16


AERATION BASIN #6

AERATION BASIN #5

HEADWORKS BUILDING

20

PRIMARY CLARIFIER #3

AERATION BASIN #2


PRETREATMENT BUILDING

04

AERATION BASIN #1


PLANT DRAIN PUMP STATION

03

INSTRUMENT TECH. BLDG.

21

MAINTENANCE BUILDING

22

09 SLUDGE PUMPING STATION

BUILDING

DEWATERING

&

DAFT

08

DIGESTER CONTROL BUILDING

11

DWN

DWN

TOP 2578.4'MH D-4

654

657

MH-D2

TOP 2582.5'

MH-D14

950

TOP 2579.2'

MH D-15

951

TOP 2580.7'

MH-D13

927

657

MH-D2

TOP 2578.1'

MH-D3TOP 2578.3'656

T.O. PIPE 2570.95

MH-7

RIM 2578.39

124

MH D-1

2585.3'

MH-14

1270

T.O. PIPE 2569.36

RIM 2576.63MH

T.O. PIPE 2570.21

RIM 2578.45MH

TOP 2581.29'

125

3922

40

BIOFILTERS

MH

MH-1

07

DIGESTER CONTROL BUILDING

12

18 W

EST

GALL

ERY

19 W

EST

GALL

ERY

WATERSHED COMPLEX

FUTURE

FILTRATE

FUTURE

DIGESTER

2588.16

FF=2588.67

FF=2583.16

2587.71

FUTURE

DIGESTER

FUTURE

DIGESTER

BIOFILTERS

FUTURE STRUVITE PRODUCTION CACILITY

GB

RELEASE FACILITY

WAS PHOSPHATE

CLARIFIER NO. 2

PRIMARY

CLARIFIER NO. 1

PRIMARY STATION

RAS PUMP

UTILIDOR D

UTILIDOR A

UTILIDOR B

UTILIDOR C

FLT UTILIDOR

UTILIDOR

NORTH PLANT

UTILIDOR

NORTH PLANT

UTILIDOR A

PK IN CURB

EL. 2,578.90'

N 17,609.916'

E 14,564.521'

C.P. #120

STATION (NIC)

TRANSFER PUMP

MIXED LIQUOR

SOUTH PLANT

BLOWER GALLERY

NO. 5 AND NO. 6

AERATION BASINS

FILTRATE STORAGE

FILTRATE STORAGE

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477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

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MAY 2016

CH2MHILL, BOISE ID




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7 8 9

121110

13 14 15

JOPLIN ROAD

ENTRANCE FROM

CONSTRUCTION

STAGING AREA

CONTRACTOR'S

BUILDING

THICKENING

KEY PLAN

321

4 5 6

987

10 11 12

151413

AS NOTED

W-YRD-GR-0449

CIVIL

A TOLMAN

SITE LOCATION PLAN

N

SCALE IN FEET

500 100 150

6

THK-ME-0076

9

A THOMPSON

A TOLMAN

BASIN 2

AERATION

BASIN 1

AERATION

BUILDING

THICKENING

DWG W-THK-ME-0076

AND THICKENING FACILITIES SEE

MODIFICATIONS TO FERMENTATION

INSIDE PFLT HOLDING TANK SEE DETAIL

MODIFICATIONS TO STANDPIPE

STRUVITE PRODUCTION FACILITY.

PFLT HOLDING TANK AT

AND PIPING, SEE DWG W-AER-ME-0346

CSC METERING SYSTEM

AND PIPING, SEE DWG W-AER-ME-0345

CSC METERING SYSTEM

BASIN 6

AERATION

BASIN 5

AERATION

1

1

1

1

1 ADDENDUM 1 JP LF6/2016

1

1

TO CONSTRUCTION.

AND STAGING AREA WITH OWNER PRIOR

LOCATION OF CONSTRUCTION ENTRANCE

JOPLIN ROAD. COORDINATE EXACT

CONSTRUCTION ENTRANCE TO BE OFF

CONSTRUCTION IS COMPLETE.

BETTER CONDITION AFTER

STAGING AREA BACK TO ORIGINAL OR

CONTRACTOR IS REQUIRED TO RETURN

STAGING AREAS ARE APPROXIMATE.

CONTRACTOR MATERIALS DISPOSAL AND 4.

CONSTRUCTION.

LOCATION WITH OWNER PRIOR TO

JOPLIN ROAD. COORDINATE EXACT

CONSTRUCTION ENTRANCE TO BE OFF

STAGING AREAS ARE APPROXIMATE.

CONTRACTOR MATERIALS DISPOSAL AND 3.

ORIGINAL CONDITION.

AND SURFACE RESTORATION TO MATCH

REROUTING EXISTING PIPES, BACKFILL,

LIMITED TO, EXCAVATION, PLACING PIPES,

INSTALLATION INCLUDING BUT NOT

COMPONENTS OF BURIED PIPE

CONTRACTOR IS RESPONSIBLE FOR ALL

TRENCH PIPELINE LOCATIONS.

DASHED LINES REPRESENT BURIED 2.

AERATION BASINS.

CARBON STOCK CHEMICALS (CSC) TO

METERING SYSTEM AND PIPING TO METER

PROVIDE SKID MOUNTED CHEMICAL 1.

GENERAL NOTES:

THK-LCP-001

PRIMARY SLUDGE FERMENTATION LOCAL CONTROL PANEL

04 PI-0477

SLUDGE PUMPING

FPS

F

YL

ON

HS

SS

FIT

.

FE

.

71021

PV

(TYP OF 3)

F

FE

71031 7103171021

71021

71022

WATER

PLANT

FIT

71121

.

PV

71121

OP

71121

FE

71121

.

.

(SIMILAR TO ABOVE)

(SIMILAR TO ABOVE)

TPS

ZS

71111

OC

HS

OP CL

71111 71111

71111

OSC

(TYP OF 2)

RC RO OP CL RE

71031 71031 71031 71031 71031

ZS

71031

OC

HS

OC

HS

LSR71031

71031

71022

PV

TO FOUL AIR SYSTEM

FAFA

THK-PLC-001

WET WELL 2

WET WELL 1

FPS

W3

W3

FPS

FPS FPS

FPS

FPS

FPS

FPS

FV

71121

.

W3 W3

W3

FIT

71162

.

FIT

71161

.

71161

PV

71162

PV MO

71162

FV

71031

.

FV

71032

.

FV

71033

.

FCV

71161

.

FCV

71162

.

W3

W3 W3

W3

PCV

71121

.

PCV

71122

.

OC

TO FOUL AIR SYSTEM

FA

FE

71162

.

120V

120V

FE

71161

.

VENT

2

2

LSH

71061

.

LSH

71062

.

TO ABOVE)

(SIMILAR

HI

71061

LIT

71011

.

F

13

6

LIT

71012

.

F

7

71011

PV

6

71012

PV

7

FPS

PUMP 2

FERMENTATION MIXING

PUMP 1

FERMENTATION MIXING

PUMP 3

FERMENTATION MIXING

LE

71012

.

LE

71011

.

FLP

FLP

FLP

FLP

VENT

TANK 1

FERMENTATION

TANK 2

FERMENTATION

W3

FPS

HS

LR

71031

HIM

HS

71081

ZS

71081

THK-GTE-P-71081

OP CL

71071 71071

OP CL

5

71161

YA

4

71161

PV

HS

71162

ZS

71162

.

RST

4 3 5

AE

71071

AIT

71071

71071

PV

120V

HS

71161

ZS

71161

.

RST

71161

AV

71161

PV

71161

MO

TPS

TPS

LSR

FPS

06 PI-0477

SLUDGE PUMPING

03PI-0477

TPS

TSS

TSS

05PI-0479

TO PLANT DRAIN

TPS

TO FERMENTED PRIMARY


FPS

71011

PV

8

71012

PV

9

8

LSL

71011

.

LSL

.

9

71012

THK-MCC-002VFD

1

FIT

71022

.

M

M

M

M

M

M

M

S

M

M

M M

M

M

M

M

120V

SLUDGE PUMPING


480V

THK-GTE-P-71111

THK-GTE-P-71111

480V

(2) (2)

480V

480V

480V480V

480V

480V 480V

THK-PMP-P-71033

THK-PMP-P-71032

THK-PMP-P-71031

120V

(2)

(2)

120V

480V

M

120V

120V

SLUDGE PUMPING

THICKENED PRRIMARY

M RARDIN

T PALIN

W-PID-PI-0476

P&ID

INSTRUMENTATION AND CONTROL AS NOTED

FERMENTED PRIMARY

16

TO RUN HOSE TO TRENCH DRAIN.

PROVIDE CAM-LOCK CONNECTION1.

NOTES:

SLUDGE TRANSFER IMPROVEMENTS 1 ADDENDUM 1 MR TP6/2016

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MAY 2016

CH2MHILL, BOISE ID




11623

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P

NILAP YBO

T INSTRUMENTATION AND CONTROL AS NOTED

TO RUN HOSE TO TRENCH DRAIN.

PROVIDE CAM-LOCK CONNECTION1.

NOTES:

.

FLP

.

K

K

K

KINLET

HIGHER

INLET

LOWER

INLET

LOWER

INLET

HIGHER

AS

AS

F

AS

F

FLP

FLP

FLP

FLP

01PI-0480TS

FEED PUMPING

FROM THICKENED SLUDGE

02PI-0480TS

FEED PUMPING

FROM THICKENED SLUDGE

WET WELL

SLUDGE

THICKENED

THK-LCP-001

DIGESTERS

ANAEROBIC

TS

PV PV

70100

PV63111

POWER

HS

63111

SS

THK-MCC-002 VFD

YL

63111

ON

M

FIT

120V

T

PI PSH

PE

FE

63111 63111

63111THK-PMP-P-63111

(TYPICAL OF 4)

63151

63151

63161

(SIMILAR TO ABOVE)

THK-PMP-P-63112

(SIMILAR TO ABOVE)

THK-PMP-P-63113

480V

120V

63091

63091

TSS

AE

TS

TS

TS

AIT

CONTROLNET

HS

63111

LR

HIM

09

THICKENING

PI-0479

ROTARY SCREEN

10

THICKENING

PI-0479

ROTARY SCREEN

V

63111

LO

PE

63113

PI PSH

63113 63113

PE

63112

PI PSH

63112 63112

F F

FEED PUMP 1THICKENED SLUDGE



TS

(SIMILAR TO ABOVE)

THK-PMP-P-63114

PE

63114

PI PSH

63114 63114


63112 63112 63112

LSL LIT LE

THK-HPR-P-63114

THK-HPR-P-63113

THK-HPR-P-63112

63111

63111

63111a

LSL

LIT

LE

W3

63113 63113 63113

LSL LIT LE

63114 63114 63114

LSL LIT LE

TS

TS

TS

05

THICKENING

PI-0479

ROTARY SCREEN

TS

11

THICKENING

PI-0479

TS

ROTARY SCREEN

TS

TS

OF

OF

OF

OF

OF

THK-HPR-P-63111

HOPPER 1THICKENED SLUDGE




THICKENING BUILDING CONTROL PANEL

THK-PLC-001

TS

63111

OP

SV

63111

.

63112a

LE

63113a

LE

63114a

LE

63111

LE

63112

SV

63113

SV

63114

SV

W3

THK-PCV-P-63061

W3

W3

W3

PI

63110

.

M

S

S

M RARDIN

T PALIN

P&ID


W-PID-PI-0480

DIGESTER FEED

M

480V

HS

63372

LSR

HS

63372

OC

ZS

63372

OC

FV

63372

.

FV

63371

. M

480V

HS

63371

LSR

HS

63371

OC

ZS

63371

OC

RE

63371

RO

63371

RC

63371

OP

63371

CL

63371

23

RE

63372

RO

63372

RC

63372

OP

63372

CL

63372

123

PI-047601

M

RE

71192

RO

71192

RC

71192

OP

71192

CL

71192

HS

71192

LSR

HS

71192

OC

ZS

71192

OC

TANK 1

TO FERMENTATION

TS

480V

PI-047601

TANK 2

TO FERMENTATION

TS

M480V

HS

71191

LSR

HS

71191

OC

ZS

71191

OC

4

56

FV

71192

.

FV

71191

.

RE

71191

RO

71191

RC

71191

OP

71191

CL

71191

456

1

J O'CONNOR1 ADDENDUM 1 MR 6/2016 TP

F

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WASTEWATER

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PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




11623

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NILAP YBO

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M M

M M

M M

M M

M RARDIN

T PALIN

W-PID-PI-0483

P&ID


23

TEMPORARY CARBON STOCK

CHEMICAL FEED

1 ADDENDUM 1 MR 6/2016 TP

1

208.345.5310


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FILENAME: PLOT DATE: PLOT TIME:W-PID-PI-0483.dgn 2016\06\13 4:34:41 PM

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BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

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NIGNE LANOISSE

F

OR

P

NILAP YBO

T

AER-LCP-004

VALVE

ISOLATION

COLUMN WITH

CALIBRATION

PUMP

METERING

M

120V

VALVE

RELIEF

PG

.

.

GAUGE

PRESSURE

VALVE

PRESSURE

BACK

VALVE

ISOLATION

D

FOR CSC

TUBING

SUPPLY

CSC TOTE

AERATION BASIN 1

AERATION BASIN 2

AERATION BASIN 5

AERATION BASIN 6

STOCK SYSTEM

TEMPORARY CARBON FEED

AERATION BASIN 2

STOCK SYSTEM


AERATION BASIN 5

STOCK SYSTEM


AERATION BASIN 6

FLOW

BASIN 1

AERATION

FLOW

BASIN 2

AERATION

FLOW

BASIN 5

AERATION

FLOW

BASIN 6

AERATION

AERATION BASIN DIVISION STRUCTURE LOCAL CONTROL PANEL

HDW-LCP-001

HEADWORKS BUILDING LOCAL CONTROL PANEL

CSC

CSC

PIPES

OUTER

CSC

PIPE

OUTER

CSC

MIXER

EXISTING

MIXER

EXISTING

MIXER

EXISTING

MIXER

EXISTING

MIXER

EXISTING

MIXER

EXISTING

MIXER

EXISTING

MIXER

EXISTING

(TYPICAL OF 4)

(SIMILAR TO ABOVE)

(SIMILAR TO ABOVE)

(SIMILAR TO ABOVE)

TUBING

CSC PIPE

OUTER

CSC

PIPE

OUTER

CSC

PIPE

OUTER

CSC

PLC-10 PLC-01

AEROBIC ZONE 5

ANOXIC

ZONE 2ANAEROBIC

ZONE 3

ANAEROBIC

ZONE 2ANAEROBIC

ZONE 1ANOXIC ZONE 1

AEROBIC

ZONE 5

ANOXIC

ZONE 1ANAEROBIC

ZONE 1

ANAEROBIC

ZONE 2

ANOXIC

ZONE 2ANAEROBIC

ZONE 3

AS NOTED

J PIGMAN

W-AER-ME-034524

MECHANICAL

DIVISION STRUCTURE

LOWER LEVEL PLAN

AERATION BASINS 1 AND 2

1/8"=1'-0"

N

PLAN

4 4

33

3

2

5

1

1

2

3

5

44

3

3

MIXER, TYP

L FETTKETHER

L LEI

THE ENGINEER.

COORDINATE OUTER PIPE AND TUBING ROUTING WITH

WITH ZIP TIES AND TO AERATION WALL AS NOTED.

ATTACH CSC OUTER PIPES PER SPECS TO HANDRAIL

INSTALL CSC PIPING AND TUBING AS SHOWN AND PER SPECS.2.

APPROVAL.

SYSTEMS AT AERATION BASINS 1 AND 2. SUBMIT FOR

CHEMICAL (CSC). FURNISH A TOTAL OF TWO (2) SKID

AT EACH LOCATION SHOWN TO METER CARBON STOCK

INSTALL A SKID MOUNTED CHEMICAL METERING SYSTEM1.

GENERAL NOTES:1


OF THE ACTIVE TOTE AND STORED TOTES WITH THE ENGINEER.

TO THIS AREA, AT THE QUANTITY AS SPECIFIED. COORDINATE LOCATION

FURNISH TOTES THAT CONTAIN AT MINIMUM 265 GALLON CSC AND DELIVER6.

SUPPORT PIPE PER DETAIL 4005-507.

ROUTE CSC OUTER PIPE ALONG AERATION BASIN WALL.5.

END PIPE AT APPROX EL 2595.5.

ROUTE CSC OUTER PIPE DOWN NEAR THE CENTER OF MIXERS.4.

ATTACH CSC OUTER PIPE ALONG LOWER RAIL OF HANDRAIL.3.

INSTALL CSC OUTER PIPE UNDER WALKWAY.2.

INSTRUMENTATION DIAGRAM.

MFR. SEE W-PID-PI-0482 FOR CSC METERING SYSTEM PROCESS

EQUAL, WHICH SHALL BE SET AT 5 PSI OR AS RECOMMENDED BY PUMP

AND A ½” SERIES RVDT BACK PRESSURE VALVE BY PLAST-O-MATIC ORA PRESSURE GAUGE CAPABLE OF MONITORING 0 TO 60 PSIG PRESSURE,

WHICH SHALL BE SET AT 29 PSIG OR AS RECOMMENDED BY PUMP MFR,

SERIES RVDT PRESSURE RELIEF VALVE BY PLAST-O-MATIC OR EQUAL,

5-ML INCREMENTS MAX. ON PUMP DISCHARGE SIDE, FURNISH A ½”30-SECOND DRAW DOWN FOR THE PUMP AND BE GRADUATED IN

SUCTION SIDE, FURNISH A CALIBRATION COLUMN THAT SHALL PROVIDE MIN

THE PUMP SHALL BE SUITABLE TO METER CSC AS SPECIFIED. ON PUMP

IN TERMS OF THE FLOW SET POINT THROUGH ENTIRE FLOW RANGE.

BY VARYING PUMP SPEED ONLY, AND WITH AT LEAST A 2% ACCURACY

METERING 0.5 TO 10.5 GPH CARBON STOCK CHEMICAL AT 29 PSIG MAX,

FROM SCADA TO SET SPEED OF PUMP. PUMP SHALL BE CAPABLE OF

A NEMA 4X ENCLOSURE AND BE ABLE TO ACCEPT A 4-20MA SIGNAL

INTERNATIONAL, INC. IN JACKSONVILLE, FL. THE PUMP SHALL HAVE

SIMILAR TO ULTRA-HARD TOP P2 PLUS SPILL PALLET BY ULTRATECH

PROVIDED INTEGRAL TO THE SKID SYSTEM, OR BY ENCLOSURE

MARLOW OR EQUAL. SUN AND WEATHER PROTECTION SHALL BE

BY PROMINENT OR EQUAL, OR A PERISTALTIC PUMP BY WATSON

PIPED, FULLY FUNCTIONAL, AND COMPRISED OF A DIAPHRAGM PUMP

SKID MOUNTED CHEMICAL METERING SYSTEM. EACH SKID SHALL BE1.

KEY NOTES:

6

6

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FILENAME: PLOT DATE: PLOT TIME:W-AER-ME-0345.DGN 2016\06\14 12:34:38 PM

BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




3755

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

RE

HT

EKTTEF .M

ECN

E

RW

AL

KEY PLAN

N

AEROBIC ZONE 2

AEROBIC ZONE 3AEROBIC ZONE 4

AEROBIC ZONE 2

AEROBIC ZONE 1

AEROBIC ZONE 1

ANOXIC ZONE 2 ANOXIC ZONE 1

ANOXIC ZONE 1ANOXIC ZONE 2

ANAEROBIC ZONE 2

ANAEROBIC ZONE 2 ANAEROBIC ZONE 1

ANAEROBIC ZONE 1

ANAEROBIC ZONE 3

ANAEROBIC ZONE 3

AS NOTED

J PIGMAN

W-AER-ME-034625

MECHANICAL

DIVISION STRUCTURE

AERATION BASINS 5 AND 6

1/8"=1'-0"

N

PLAN

L FETTKETHER

L LEI

4

4 4

4

3

3

3

3

3

3

3

1

1

PARTIAL TOP LEVEL PLAN

2

2

MIXER, TYP

THE ENGINEER.

COORDINATE OUTER PIPE AND TUBING ROUTING WITH

WITH ZIP TIES AND TO AERATION WALL AS NOTED.

ATTACH CSC OUTER PIPES PER SPECS TO HANDRAIL

INSTALL CSC PIPING AND TUBING AS SHOWN AND PER SPECS.2.

APPROVAL.

SYSTEMS AT AERATION BASINS 5 AND 6. SUBMIT FOR

CHEMICAL (CSC). FURNISH A TOTAL OF TWO (2) SKID

AT EACH LOCATION SHOWN TO METER CARBON STOCK

INSTALL A SKID MOUNTED CHEMICAL METERING SYSTEM1.

GENERAL NOTES:


1

OF THE ACTIVE TOTE AND STORED TOTES WITH THE ENGINEER.

TO THIS AREA, AT THE QUANTITY AS SPECIFIED. COORDINATE LOCATION

FURNISH TOTES THAT CONTAIN AT MINIMUM 265 GALLON CSC AND DELIVER6.

SUPPORT PIPE PER DETAIL 4005-507.

ROUTE CSC OUTER PIPE ALONG AERATION BASIN WALL.5.

END PIPE AT APPROX EL 2595.5.

ROUTE CSC OUTER PIPE DOWN NEAR THE CENTER OF MIXERS.4.

ATTACH CSC OUTER PIPE ALONG LOWER RAIL OF HANDRAIL.3.

INSTALL CSC OUTER PIPE UNDER WALKWAY.2.

INSTRUMENTATION DIAGRAM.

MFR. SEE W-PID-PI-0482 FOR CSC METERING SYSTEM PROCESS

EQUAL, WHICH SHALL BE SET AT 5 PSI OR AS RECOMMENDED BY PUMP

AND A ½” SERIES RVDT BACK PRESSURE VALVE BY PLAST-O-MATIC ORA PRESSURE GAUGE CAPABLE OF MONITORING 0 TO 60 PSIG PRESSURE,

WHICH SHALL BE SET AT 29 PSIG OR AS RECOMMENDED BY PUMP MFR,

SERIES RVDT PRESSURE RELIEF VALVE BY PLAST-O-MATIC OR EQUAL,

5-ML INCREMENTS MAX. ON PUMP DISCHARGE SIDE, FURNISH A ½”MIN 30-SECOND DRAW DOWN FOR THE PUMP AND BE GRADUATED IN

SUCTION SIDE, FURNISH A CALIBRATION COLUMN THAT SHALL PROVIDE

THE PUMP SHALL BE SUITABLE TO METER CSC AS SPECIFIED. ON PUMP

IN TERMS OF THE FLOW SET POINT THROUGH ENTIRE FLOW RANGE.

BY VARYING PUMP SPEED ONLY, AND WITH AT LEAST A 2% ACCURACY

METERING 0.5 TO 10.5 GPH CARBON STOCK CHEMICAL AT 29 PSIG MAX,

FROM SCADA TO SET SPEED OF PUMP. PUMP SHALL BE CAPABLE OF

A NEMA 4X ENCLOSURE AND BE ABLE TO ACCEPT A 4-20MA SIGNAL

INTERNATIONAL, INC. IN JACKSONVILLE, FL. THE PUMP SHALL HAVE

SIMILAR TO ULTRA-HARD TOP P2 PLUS SPILL PALLET BY ULTRATECH

PROVIDED INTEGRAL TO THE SKID SYSTEM, OR BY ENCLOSURE

MARLOW OR EQUAL. SUN AND WEATHER PROTECTION SHALL BE

BY PROMINENT OR EQUAL, OR A PERISTALTIC PUMP BY WATSON

PIPED, FULLY FUNCTIONAL, AND COMPRISED OF A DIAPHRAGM PUMP

SKID MOUNTED CHEMICAL METERING SYSTEM. EACH SKID SHALL BE1.

KEY NOTES:

6

6

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FILENAME: PLOT DATE: PLOT TIME:W-AER-ME-0346.DGN 2016\06\14 12:31:52 PM

BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




3755

OH

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F

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KEY PLAN

N

208.345.5310


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FILENAME: PLOT DATE: PLOT TIME:W-THK-ME-0071.DGN 2016\06\13 3:18:09 PM

BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




3755

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

RE

HT

EKTTEF .M

ECN

E

RW

AL

w-mis-cv-0408

AS SHOWN

W-THK-ME-0071 L FETTKETHER

G THOMPSON

J PIGMAN

MECHANICAL

1/4"=1'-0"

N

THICKENING BUILDING

FIRST FLOOR PLAN

4027-183

6" V405

12"x12"x6" TEE

H

THK-ME-0075

J

THK-ME-0075

L

THK-ME-0075

8" V405

K

THK-ME-0075

4" OF

THK-TNK-P-632911

FLUSHING CONNECTION

4027-182 ,TYP

GENERAL NOTES:

KEY NOTES:

LT

63301EXIST FLUSHING CONNECTION

12"x8" ECC RDCR, TIE INTO EXIST 12" TEE AFTER REMOVING

12" PFLT

OR NEW, TYP

USE EXIST PIPE SUPPORT

4005-555

12" FPS

4

ME-0076

TYP 4 PLCS

12" FPS TO MIXING PUMPS

VALVE INSTALLATION, SEE5

ME-0076

FIRST FLOOR PLAN

1/2" AHP

1/2" AHP

8" FPS

1/2" AHP

1/2" AHP

12" FPS TO MIXING PUMPS

12" FPS

12" VFLT

PIPE

EXISTING

MATCH

CLDI TO

12" VFLT

6" VFLT

4027-607 , TYP 2

8" PFLT

8" V405, USE GROOVED END-FLANGE ADAPTER AS NECESSARY

6" V405

INSTALL THROUGH A 2" HOLE

TANK COVER WITH 17" MIN DIA

PVC

PIPE

EXISTING

MATCH

CLDI TO

TEE CONNECTING TO PUMP

SAMPLE VALVE AND SPOOL PIPE TO THE EAST OF 6"

6" V405, TIE INTO EXST 6" VFLT AFTER REMOVING THE

6" VFLT

FLUSHING CONNECTION

5

ME-0076

N

THK-ME-0075

2

3"x3"x1" PFLT TEE

THROUGH HOSE, AND A 6"x6"x4" TEE

4" PVC VENT, FIELD CONNECT TO EXST 6" V AT 2ND FLOOR

4027-610

26

4" W3

FOR CONTINUATION.

AND

WALL. SEE YRD-ME-0437

4" W3 OUT THROUGH

EXST 8" W3

4" V500

8" 45° ELB

8" 90° ELB ROLLED DOWN 45°

PFLT WET WELLVFLT WET WELLWELL

WET

FPS

WELL

WET

FPS

5

ME-0076

5

ME-0076

DETAIL

PHOTO

1" AHP

1" AHP

8" PFLT

TYP 2

A CHAIN. COORDINATE TYPE WITH OWNER,

COUPLING WITH A CAP ATTACHED WITH

4" 316 SST MALE QUICK CONNECT HOSE

4" V405 (NORMALLY CLOSED), TYP 2

6"x4" ECC RDCR, TYP 2

BYPASS TANK PROVISIONS

LIMITS OF TEMPORARY VFLT

RELOCATED FLUSHING CONNECTION

REMOVING THE SAMPLE VALVE

PUMP SUCTION, AFTER

CONNECT TO EXISTING 6" VFLT

LOCATION FOR TIE-IN OF 4" VENT HOSE FROM TANK

6" V UP TO 2ND FLOOR. ADD A 6"x6"x4" TEE AT A CONVENIENT

THK-TNK-P-63291

OTHERWISE NOTED ON DRAWINGS.

3. ALL PROCESS PIPING SHALL BE ACCORDING TO SPECS, UNLESS

NEW PIPE ROUTING TO AVOID EXISTING OBJECTS AS NECESSARY.

FITTINGS, AND VALVES. MAKE NECESSARY MODIFICATIONS TO

FIELD LOCATE EXISTING PIPING FOR THE TIE-IN OF NEW PIPING,

EXISTING PIPING SHOWN ARE AT APPROXIMATE LOCATIONS.

2. FOR CLARITY, NOT ALL EXISTING PIPING SHOWN.

1. CONNECT PVC AND DI PIPES WITH PVC/CLDI FLANGE ADAPTERS.

RELOCATED SAMPLING CONNECTION

JUST ABOVE 8" VALVE

4" OUTLET TAPPING SADDLE

MATCHLINE, SEE ME-0070

DETAIL, SIM

PHOTO

6" VFLT

3" TEFLON BELLOWS CONNECTOR

PVC

DETAIL

MANUAL AIR VALVE PER SPECS, SEE

GAUGE, AND A 5 PORT, 2 POSITION,

BALL VALVE, AIR REGULATOR, PRESSURE

TO VALVE CYLINDER THROUGH A V303

OTHER OBJECTS. FIELD ROUTE 1/2" AHP

ROTATE AS NEEDED TO AVOID

12" V150 WITH 3" LAYING LENGTH,

4

ME-0076 ME-0076

DETAIL

MANUAL AIR VALVE PER SPECS, SEE

GAUGE, AND A 5 PORT, 2 POSITION,

BALL VALVE, AIR REGULATOR, PRESSURE

TO VALVE CYLINDER THROUGH A V303

OTHER OBJECTS. FIELD ROUTE 1/2" AHP

ROTATE AS NEEDED TO AVOID

12" V150 WITH 3" LAYING LENGTH,

5

PIPE SUPPORT3

1" FPS VENT PIPE 3

3

1

2

3

5

4

4

5

8" V4058" V608

M M

4" TS

8"x4" TEE

1 JP LF

1

1

FV

63372FV

63371

ADDENDUM 1 6/2016

FV

711914" V405

FV

711924" V405

1

1

WITH ENGINEER ABOUT THE NEW LOCATION.

NEW 12" FPS PENETRATION PER DWG W-THK-EL-0158. COORDINATE

RELOCATE HOTSY CONTROL STATION OUT OF THE WAY FROM THE

RETAIN AND PROTECT JUNCTION BOX THK-LJB-71031.

WAY FROM THE NEW 12" FPS PIPE PENETRATION.

RELOCATE VENT PIPES AND PIPE SUPPORTS AS SHOWN OUT OF THE

TEE ON 6" V AT 2ND FLOOR.

BLIND FLANGES AT THE NEW 6" V405 ON 6" VFLT (2 PLCS) AND AT 6"

TANK PROVISIONS WITHIN THE LIMITS AS SHOWN. CAP OR INSTALL

CONSTRUCTION, DISASSEMBLE AND SALVAGE TO OWNER TEMPORARY

MAINTAIN VFLT PUMPING DURING CONSTRUCTION. AT THE END OF

INSTALL TEMPORARY VFLT BYPASS TANK, PIPING AND VALVES TO

AND SUBMITTED FOR APPROVAL.

PROFESSIONAL ENGINEER REGISTERED WITH STATE OF IDAHO,

TO THE EXIST SLAB SHALL BE SIGNED AND STAMPED BY A

ON A POLYETHYLENE TANK PAD. SEISMIC ANCHORAGE OF THE PAD

DISCHARGE AND TANK COVER AS SHOWN. TANK SHALL BE MOUNTED

STRAIGHT SHELL LENGTH, WITH NOZZLES FOR FILL, OVERFLOW,

FRP OR PE TANK OF MIN 545 GALLONS AND 4'-0" OD MAX AND MIN 5'-11"

8" TS

4027-205

4" TSPIPE VENT 4027-205

PIPE VENT

4027-205

4027-205

CLEAR CABLE TRAY

DROP 4" TS TO

4005-550

PIPE SUPPORT

TYP

SAMPLING CONNECTION

REROUTE EXISTING

SUPPORT FROM FLOOR

3/4" V300 VENT VALVE

SADDLE TRAP WITH

M

ME-0071

8" V405

3" VFLT

1/2" W3 VENT PIPE

8" V405

8" TS

3'-0"3'-0"

PIPE VENT

PIPE VENT

208.345.5310


SUITE 200


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DESCRIPTION

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OF


BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




3755

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

RE

HT

EKTTEF .M

ECN

E

RW

AL

w-mis-cv-0408

AS SHOWN


G THOMPSON

J PIGMAN

MECHANICAL

SECTIONS

HSECTION3/8"=1'-0"

THK-ME-0071J

SECTION3/8"=1'-0"

THK-ME-0071

KSECTION3/8"=1'-0"

THK-ME-0071

LSECTION3/8"=1'-0"

THK-ME-0071

THK-TNK-P-63291

12" PFLT

6" VFLT

CONNECT TO EXISTING 6" VFLT

CONNECTION

1" FLUSHING

4027-182

MSECTION3/8"=1'-0"

THK-ME-0071

4" OF

LT

63301

8" PFLT8" V405

CONNECTION

1" FLUSHING

4027-182

8" TEE

8" 90° ELB

8" TEE

8" V405

8" PFLT

6" 90° ELB

SENSOR INSTALLATION

PROVIDE 2" HOLE FOR LEVEL

PLASTIC OR EQUAL

COUPLER END BY RYAN HERCO INDUSTRIAL

DISCONNECT COUPLING WITH A MALE

4" OF WITH A 4" POLYPROPYLENE QUICK

THROUGH A 8" TEE

TIE INTO EXST 8" PFLT THROUGH A 8" TEE

TIE INTO EXST 8" PFLT

12" VFLT

12" x12"x6" TEE

6" VFLT

6" VFLT

6" FPS6" FPS

6" FPS 6" FPS

KEY NOTES:

1

2 1/2" VFLT TO NORTH PLANT

PHOSPHATE TANKS

1 1/2" VFLT TO WAS

3" VFLT TO SOUTH PLANT

PVCxCLDI ADAPTER FLANGE

2

4" VFLT

PIPE VENT

4027-205 1

NSECTION3/8"=1'-0"

THK-ME-0071

FCV

63042

MIN

VENT PIPES, SEE

CONNECTION

1" FLUSHING

4027-183

30

12"x12"x8" TEE

12"x12"x8" TEE

CONNECTION

FLUSHING

RELOCATED

4027-205

PIPE VENT

4027-205

2

6" VENT

1 1/2" VFLT

1 1/2" VFLT

1" VFLT

4027-205 1

2ND FLOOR

6" VENT UP TO

SINK

PORT RE-ROUTE TO

RELOCATED SAMPLE

CONNECTOR

BELLOWS

3" TEFLON

TO VERTICAL 6" FPS AS SHOWN

6" V405, RELOCATE 6" V405

6" PIPE SPOOL TO REPLACE

RELOCATED 6" V405, TYP 2

6" VFLT

HOSE ADAPTER.

6"x4" TEE AND A 4" FEMALE NPT BY MALE QUICK CONNECT

FIELD CONNECT 4" V TO EXIST 6" V USING HOSE THROUGH A3

ADAPTER.

CONNECT TANK DISCHARGE TO 6" V405 THROUGH A HOSE

TO THE EXISTING 6" VFLT, AS SHOWN OR USE 6" HOSE TO

TANK DISCHARGE 3" MIN, INCREASE TO 6" BEFORE TIE-IN2

ALONG THE WEST PUMP ROOM WALL.

ROUTE DOWN TO TRENCH DRAIN

TWO 1 1/2" VFLT PIPES AS SHOWN IN

INSTALL PIPE VENT AT HIGH POINTS OF 3", 2 1/2", 4" AND1

1 1/2" V400

EL 2586.44


14" TS

VENT PIPE

4027-205

4" 45° ELB

PIPE SUPPORT

4005-550

WITH 6" FPS VERTICAL PIPE

NECCESSARY TO ALIGN 6" TEE

SPOOL OR FILLER FLANGE AS

REPLACE 6" ELB WITH 6" TEE, ADD

COORDINATE TYPE WITH OWNER, TYP

THE COUPLING WITH A CHAIN.

WITH 316 SST CAP ATTACHED TO

QUICK CONNECT HOSE ADAPTER,

4" 316 SST FEMALE NPT BY MALE

6" V405

3OR EQUAL

BY RYAN HERCO INDUSTRIAL PLASTIC

COUPLING WITH A MALE COUPLER END

POLYPROPYLENE QUICK DISCONNECT

(BEYOND) 4" PVC VENT WITH A 4"

4005-555

7'-4"

MIN S

HE

LL L

EN

GT

H

9"

OR EQUAL

BY RYAN HERCO INDUSTRIAL PLASTIC

COUPLING WITH A MALE COUPLER END

POLYPROPYLENE QUICK DISCONNECT

(BEYOND) 4" PVC VENT WITH A 4"

6"x4" ECC RDCR, TYP 2

4" V405, TYP 2

4" GROOVED FLANGE, TYP 2

PER

PIPE SUPPORT AS NECESSARY

8'-6"

MA

X O

VE

RA

LL H

EIG

HT

6" V405

12" VFLT

8" TS

8"

EL 2587.66

w-mis-cv-0408

AS SHOWN


G THOMPSON

J PIGMAN

MECHANICAL

HDPE LINER

THICKNESS ~ 0.1"

EPDM WASHER, OD ~ 2xID,

SUPPORT BASEPLATE

PIPE OR EQUIPMENT

MATCH BASEPLATE HOLES

EPOXY ANCHOR SIZE TO

1DETAIL6"=1'-0"

PIPE IN WALL OR DECK

COREDRILL HOLE FOR

2DETAIL

LINER PENETRATION

1'-8"

DETAILS

1 1/2"=1'-0"

PENETRATION PIPE

HDPE FLANGE

UNDRILLED 3/4"

OR WET WELL LINER

EXST HDPE FERMENTER

2"

TYP OF 4

2 1/2" EMBEDMENT

EPOXY ANCHOR

5/8" 316 SST

316L SSTx3'4"L

8" SCH 10

ELBOW

LR 316L SST

8" SCH 10

1/8" EPDM GASKET

EL 2578.0

EL 2575.0

CL EL 2579.84

EL 2575.5

A

3DETAIL

ASECTION

1/2"=1'-0"

1/2"=1'-0"CIRCLE

ON 11 5/8" BOLT

4 EA 3/4" HOLES

FLANGE W/

316L SST PL

1/2"x14"OD

ELBOW

8" SCH 10 LR 316L SST

4DETAIL3"=1'-0"

1/2" AHP

3'-0"

AFF

VALVE SPEED CONTROL AND SILENCER

EXHAUST PORT WITH PNUEMATIC

VALVE CYLINDER

1/2" AHP TO PNEUMATIC

1/2" V303

5DETAIL3"=1'-0"

5

4

3

2

1

PENETRATION OF HDPE LINER

AROUND EPOXY ANCHOR AT

APPLY CAULK (SIKAFLEX 1A)

OF HDPE LINER

ANCHOR BOLT PENETRATION

ME-0072

ME-0070

ME-0071

ME-0071

ME-0074

ME-0072

INSTALL INSIDE HDPE LINER

LINK SEAL WITH 316 SST HARDWARE.

AND WELD TO EXST LINER.

3/16" HDPE LINER MATERIAL

LINE NEW PENETRATION WITH

31

(WALL OR ROOF)

CONCRETE

8" FPS

12" FPS FROM FERMENTATION TANK 1. USE ADDITIONAL GASKETS AS NECESSARY.

THICKNESS SHALL BE APPROX 1 1/2" FOR 12" FPS FROM FERMENTATION TANK 2 AND 1/2" FOR

GASKETS PER SPECIFICATIONS TO REPLACE EXISTING VICTAULIC COUPLING. FILLER FLANGE

AWWA C115/A21.15 FILLER FLANGE BY STAR PIPE PRODUCTS OR EQUAL, WITH 1/8" THICK

REMOVE PIPE SPOOL AND INSTALL WAFER TYPE 12" V150.

PNEUMATIC CYLINDER ROTATED TO AVOID OBJECTS.

LOCATION. SALVAGE VICTAULIC COUPLING TO OWNER.

RELOCATE VICTAULIC FLANGE TO REPLACE THE VICTAULIC COUPLING AT THIS

REMOVE MATING VICTAULIC FLANGE AND RELOCATE PER NOTE 2.

INTO 1" AHP

TEE TIE

1" x 1"x1/2"

PARKER, OR EQUAL

MODEL 7649AN2NN00 BY

SPECS WITHOUT SPRING RETURN.

OPERATED SOLENOID VALVE PER

5-WAY, 2 POSITION HAND LEVER

0-160 PSIG PRESSURE

WITH A PRESSURE GAUGE THAT MEASURES

AIR REGULATOR SHALL BE PRE-ASSEMBLED

THE PNEUMATIC VALVE CYLINDER MFR.

PRESSURE TO 80 PSI OR AS REQUIRED BY

TO REGULATE 90PSI TO 115 PSI SUPPLY AIR

AIR REGULATOR BY WILKENSON OR EQUAL,

1

2

3

4

5

12" FPS

12" TEE

12" FPS

12" VICTAULIC FLANGES

12" PIPE SPOOL

12" TEE

COUPLING

12" VICTAULIC

3 7/8" ± FOR 12" FPS FROM FERMENTATION TANK 1

4 5/8" ± FOR 12" FPS FROM FERMENTATION TANK 2

CURRENT CONDITION AFTER GATE VALVE INSTALLATION

1


208.345.5310


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PCP FILE

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F G

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DESCRIPTION

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1

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OF


BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




3755

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

RE

HT

EKTTEF .M

ECN

E

RW

AL

13 June, 2016

#4/0 BARE

800 AF

800 AS

#4/0 BARE

#4/0 BARE

NTS

THICKENING BUILDING ONE-LINE DIAGRAM

AS NOTED

M RARDIN

T PALIN

W-THK-EL-015734

ELECTRICAL

ONE-LINE DIAGRAMS

THK-MCC-001 AND THK-PNL-002

1 ADDENDUM 1 MR TP6/2016

208.345.5310


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DESCRIPTION

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OF

FILENAME: PLOT DATE: PLOT TIME:W-THK-EL-0157.DGN 2016\06\13 3:49:38 PM

BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

NILAP YBO

T

PNL

THK-MCC-001

DPM

TS-C

TS-P

TH

K-P

NL-0

02

PA

NE

LB

OA

RD 2

VFD

5

THK-MCC-003

PNL

TH

K-P

NL-0

01

AHC

TH

K-E

XF-P-6

3101

BL

OW

ER 1

FO

UL AIR

15

VFD

15

VFD

15

VFD

BIO-B

LW-P-8

4011

BL

OW

ER 1

BIO

FIL

TE

R

BIO-B

LW-P-8

4012

BL

OW

ER 2

BIO

FIL

TE

R

BIO-B

LW-P-8

4013

BL

OW

ER 3

BIO

FIL

TE

R

1000A, 480V, 3PH, 3W, 65KAIC

THK-LCP-001

800A, 3-POLE

THK-ATS-001

480Y/277

450KW

THK-GEN-E-1

800A, 480V, 3PH, 3W, 65KAIC

TH

K-A

HC-E-1

CO

NDITIO

NE

R

AC

TIV

E H

AR

MO

NIC

(6 H

P)

TH

K-L

CP-P-6

3141

PR

EP S

YS

TE

M 1

PO

LY

ME

R

(6 H

P)

TH

K-L

CP-P-6

3142

PR

EP S

YS

TE

M 2

PO

LY

ME

R

20 20 20

20 30 30 30125 20

VFD

5

TH

K-E

XF-P-6

3102

BL

OW

ER 2

FO

UL AIR

(60 H

P)

TH

K-E

RV-B-1

MA

KE-U

P AIR U

NIT

3PH, 4W

208Y/120V

480V-

30KVA

THK-TRX-3

20

TH

K-G

TE-P-7

1111

TH

K-G

TE-P-7

1112

TH

K-G

TE-P-7

1071

20

(7.5 H

P)

TH

K-W

SH-B-1

HO

T P

RE

SS

UR

E W

AS

HE

R

20

(3/4 H

P)

TH

K-M

TR-B-1

RO

LL-U

P D

OO

R

125

(5 H

P)

TH

K-C

VS-B-1

VA

CU

UM S

YS

TE

M

(FU

TU

RE)

TH

K-S

YS-P-6

3143

SY

ST

EM 3

PO

LY

ME

R

(FU

TU

RE)

TH

K-S

YS-P-6

3144

SY

ST

EM 4

PO

LY

ME

R

60

THK-DSC-E-1

2020

(3/4 H

P)

TH

K-M

TR-B-2

RO

LL-U

P D

OO

R

TS-C

100 TS-C

(6 k

W)

TH

K-W

TR-B-1

WA

TE

R H

EA

TE

R

20

(3/4 H

P)

TH

K-M

TR-B-1

RO

LL-U

P D

OO

R

SP

ECIA

L R

EC

EP

TA

CLE

S

30 20 2030

(6 H

P)

TH

KK-H

ST-1

TH

K-F

V-P-6

3171

TH

K-F

V-P-6

3172

TH

K-F

V-P-6

3281

TH

K-F

V-P-6

3282

TH

K-F

V-P-6

3191

TH

K-F

V-P-6

3201

TH

K-F

V-P-6

3211

TH

K-F

V-P-7

1031

TH

K-F

V-P-7

1032

TH

K-F

V-P-7

1033

THK-TJB-71031THK-TJB-63171

TH

K-F

V-P-6

3221

THK-TJB-63211

800 AF

800 ASLSIG

LSIG

LSIG

800 AF

800 AS

3PH, 4 WIRE

480V-208Y/120V

75KVA

THK-TRX-2

800 AF

800 ASLSIG

LSIG1200 AF

1000 AS

60

TO THK-MCC-002

TR

AN

SF

ER P

UM

P

FE

RM

EN

TA

TIO

N T

AN

K 1

(20 H

P)

(20 H

P)

(20 H

P)

(5 H

P)

(5 H

P)

2 1 1 2 2

50/M 50/M 50/M15/M 15/M

TH

K-P

MP-P-7

1181

TH

K-P

MP-P-6

3331

TH

K-P

MP-P-6

3321

TH

K-P

MP-P-7

1171

TH

K-P

MP-P-7

1172

PF

LT S

PR

AY P

UM

P

55

VF

LT S

PR

AY P

UM

P

MIXIN

G P

UM

P

FE

RM

EN

TA

TIO

N T

AN

K 1

MIXIN

G P

UM

P

FE

RM

EN

TA

TIO

N T

AN

K 2

20

THK-TJB-63371

TH

K-F

V-P-6

3371

TH

K-F

V-P-6

3372

1

1/4" = 1'-0"

N

AS NOTED

W-THK-EL-0158

ELECTRICAL

THICKENING BUILDING

NORTHEAST

K BARTLETT

T PALIN FIRST FLOOR PROCESS PLAN

FIRST FLOOR PROCESS PLAN - NORTHEAST

KEY PLAN N

35


VIA POWER PORTION OF CABLE TRAY.

ROUTE CABLE TO THK-MCC-001 OR THK-PNL-001 6.

DISCONNECT POWER TO

PROVIDE A LOCKABLE MOTOR-RATED SWITCH TO 5.

BOX.

120V POWER IN EXISTING TERMINAL JUNCTION

PROVIDE ADDITIONAL TERMINAL BLOCKS AND TAP 4.

THE WAY FROM THE NEW FPS PIPE PENETRATION.

RELOCATE HOTSY CONTROL STATION UP OUT OF 3.

PORTION OF CABLE TRAY.

ROUTE CABLE TO THK-LCP-001 VIA CONTROL 2.

OWNER WHEN TANK IS REMOVED.

INSTRUMENT CABLE. SALVAGE INSTRUMENT TO

TE-11 TERMINATION ENCLOSURE, AND 30 FEET OF

PROVIDE PMC MODEL VL2123-10PSIG. PROVIDE

TRANSDUCER FOR TEMPORARY VFLT TANK.

INSTALL TEMPORARY SUBMERSIVE LEVEL 1.

NOTES:

1

1

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1

SHEET.

OF


BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

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NIGNE LANOISSE

F

OR

P

NILAP YBO

T

THK-WSH-HS-3

THK-LCP-001

NOTE 1

THK-LT-P-63301

THK-LCP-001

NOTE 2

THK-FCV-P-63042

THK-TJB-P-63041

(EXISTING) NOTE 4

M

NOTE 5

NOTE 5

[1/2"C-1 TYPE 3]

TRAY

CABLE

[1"C- 2 TYPE 3][1"C-1 3C TYPE 1],

NOTE 2

NOTE 3

THK-FCV-7119THK-LCP-001

THK-LCP-001

THK-PNL-001

THK-FCV-71192

THK-FV-P-63372THK-FV-P-63371

[1"C-1(12C) TYPE 1][1"C-1(12C) TYPE 1]

THK-TJB-63371

1

1

THK-LCP-001 (NOTE 2) THK-LCP-001 (NOTE 2)

[3/4"C-1(3#12,1#12G) TYPE 2]

(NOTE 6)

THK-MCC-001

[1"C-1(12C) TYPE 1] (NOTE 2)

[1"C-1(12C) TYPE 1] (NOTE 2)

(NOTE 6)

[3/4"C-1(3C#12, 1#12G) TYPE 2]

THK-TJB-71191

(NOTE 6)

[3/4"C-1(3C#12, 1#12G) TYPE 2]

MMM

M M M JJ

J J

J

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DESCRIPTION

I

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OF


BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

NILAP YBO

T

N

3/16" = 1'-0"

AS NOTED

W-THK-EL-015936

ELECTRICAL

SOUTHEAST

THICKENING BUILDING

T PALIN FIRST FLOOR PROCESS PLAN

KEY PLAN N

THK-VFD-P-63101

THK-VFD-P-63102

THK-MCC-002

THK-LCP-001

THK-MCC-001

NOTE 2

M RARDIN

FIRST FLOOR PROCESS PLAN - SOUTHEAST

EXISTING

NOTE 1

THK-PNL-001

EXISTING

NOTE 4


1

1

NOTES 3, 5

INPUT CARD.

PREWIRED 1492 WIRING SYSTEM WITH DIGITAL

THK-PLC-001. PROVIDE ALLEN-BRADLEY IFM

DIGITAL INPUT CARD IN RACK 1, SLOT 8 OF

PROVIDE ONE NEW ALLEN-BRADLEY 1756-IA16I 5.

VALVE ACTUATORS.

PROVIDE 20A, 1PH BREAKER IN PANEL FOR NEW 4.

TAG NUMBER.

TERMINATED CONDUCTOR BASED ON EQUIPMENT

DESIGNATION. PROVIDE WIRE LABELS FOR EACH

ENGINEER WILL PROVIDE I/O TERMINATION

TERMINAL BLOCKS. DURING CONSTRUCTION

TERMINATE FIELD CONDUCTORS ON EXISTING 3.

TO THK-LCP-001 VIA CABLE TRAY.

ROUTE (5) 12C TYPE 1 CABLES FROM THK-MCC-001 2.

SECTION.

PROVIDE ALL PUMP STARTERS IN EXISTING MCC 1.

NOTES:

1

M RARDIN

W-THK-EL-0167

AS NOTED

WIRING DIAGRAM

FLOW VALVE

T PALIN

43

G THOMPSON 1 ADDENDUM 1 TP 6/2016 GT

LOOP 63371

RECUPERATIVE TS 1

1

A

8

B C

7

6

5

4

3

2

1

A B C

DESIGNED



D

CHECKED

PCP FILE

DRAWN

E

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F G

ZONE

H

REV.

REVISIONS

DESCRIPTION

I

DATE

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BY APP.

K

CAD FILE NO.

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DATE

SCALE

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1

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322 EAST FRONT STREET PROJECT NO.

BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

WBP-002

DRAWING NUMBER

ELEMENTARY DIAGRAMINTERCONNECTION REPORT


45

477914

PROJECT

IMPROVEMENTS

FERMENTATION

TREATMENT FACILITY

WASTEWATER

WEST BOISE


BID D

OC

UM

EN

TS

MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

NILAP YBO

T

OPEN

CLOSE

CLOSED

N

2A

L

3PH

480V

RC

RO

[XX]

[EQUIPMENT TAG]DISCONNECT[TERMINAL JUNCTION BOX]

[XX]

[XX]

[LOOP]

[LOOP]

[LOOP]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX] [XX]

[XX]

[ADDRESS]

[ADDRESS]

[ADDRESS]

[VOLTAGE]

CLOSED

[XX][XX] [XX] [XX]

[XX][XX]

N

2A

L

[LOOP]

[ADDRESS]

[XX][XX] [XX] [XX]

[XX][XX]

OPEN OPEN

REMOTE

N

2A

L

[LOOP]

[ADDRESS]

REMOTE

[XX][XX] [XX] [XX]

[XX][XX]

M RARDIN

W-THK-EL-0168

AS NOTED

WIRING DIAGRAM

FLOW VALVE

T PALIN

43


LOOP 63372

RECUPERATIVE TS 2

1

A

8

B C

7

6

5

4

3

2

1

A B C

DESIGNED



D

CHECKED

PCP FILE

DRAWN

E

VERIFY SCALES

F G

ZONE

H

REV.

REVISIONS

DESCRIPTION

I

DATE

J

BY APP.

K

CAD FILE NO.

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DATE

SCALE

8

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4

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BOISE, IDAHO 83702

(208) 384-3900


7

WBP-002

DRAWING NUMBER



45

477914

PROJECT

IMPROVEMENTS

FERMENTATION

TREATMENT FACILITY

WASTEWATER

WEST BOISE


MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

NILAP YBO

T

OPEN

CLOSE

CLOSED

N

2A

L

3PH

480V

RC

RO

[XX]


[XX]

[XX]

[LOOP]

[LOOP]

[LOOP]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX] [XX]

[XX]

[ADDRESS]

[ADDRESS]

[ADDRESS]

[VOLTAGE]

CLOSED

[XX][XX] [XX] [XX]

[XX][XX]

N

2A

L

[LOOP]

[ADDRESS]

[XX][XX] [XX] [XX]

[XX][XX]

OPEN OPEN

REMOTE

N

2A

L

[LOOP]

[ADDRESS]

REMOTE

[XX][XX] [XX] [XX]

[XX][XX]

M RARDIN

W-THK-EL-0169

AS NOTED

WIRING DIAGRAM

FLOW VALVE

T PALIN

43


LOOP 71191

RECUPERATIVE TS FERM TANK 1

1

A

8

B C

7

6

5

4

3

2

1

A B C

DESIGNED



D

CHECKED

PCP FILE

DRAWN

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F G

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REVISIONS

DESCRIPTION

I

DATE

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CAD FILE NO.

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OF208.345.5310


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BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

WBP-002

DRAWING NUMBER



45

477914

PROJECT

IMPROVEMENTS

FERMENTATION

TREATMENT FACILITY

WASTEWATER

WEST BOISE


MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

NILAP YBO

T

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CLOSE

CLOSED

N

2A

L

1PH

120V

RC

RO


[XX]

[XX]

[LOOP]

[LOOP]

[LOOP]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX] [XX]

[XX]

[ADDRESS]

[ADDRESS]

[ADDRESS]

[VOLTAGE]

CLOSED

[XX][XX] [XX] [XX]

[XX][XX]

N

2A

L

[LOOP]

[ADDRESS]

[XX][XX] [XX] [XX]

[XX][XX]

OPEN OPEN

REMOTE

N

2A

L

[LOOP]

[ADDRESS]

REMOTE

[XX][XX] [XX] [XX]

[XX][XX]

M RARDIN

W-THK-EL-0170

AS NOTED

WIRING DIAGRAM

FLOW VALVE

T PALIN

43


LOOP 71192

1

RECUPERATIVE TS FERM TANK 2

A

8

B C

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DESIGNED



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BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

WBP-002

DRAWING NUMBER



45

477914

PROJECT

IMPROVEMENTS

FERMENTATION

TREATMENT FACILITY

WASTEWATER

WEST BOISE


BID D

OC

UM

EN

TS

MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

DI FO E

TA

TS

DERETSIGER R

EE

NIGNE LANOISSE

F

OR

P

NILAP YBO

T

OPEN

CLOSE

CLOSED

N

2A

L

1PH

120V

RC

RO


[XX]

[XX]

[LOOP]

[LOOP]

[LOOP]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX]

[XX] [XX]

[XX]

[ADDRESS]

[ADDRESS]

[ADDRESS]

[VOLTAGE]

CLOSED

[XX][XX] [XX] [XX]

[XX][XX]

N

2A

L

[LOOP]

[ADDRESS]

[XX][XX] [XX] [XX]

[XX][XX]

OPEN OPEN

REMOTE

N

2A

L

[LOOP]

[ADDRESS]

REMOTE

[XX][XX] [XX] [XX]

[XX][XX]

E SCHULZ

T PALIN

W-THK-EL-017164

WIRING DIAGRAM

LOOP 63042

FLOW CONTROL

NTS

M RARDIN

1 ADDENDUM 1 TP 6/2016 GT

1

VFLT AER BASINS 5 AND 6

A

8

B C

7

6

5

4

3

2

1

A B C

DESIGNED



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PCP FILE

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BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

WBP-002

DRAWING NUMBER

CONTROL PANELFIELD

[CONTROL PANEL NAME]


45

477914

PROJECT

IMPROVEMENTS

FERMENTATION

TREATMENT FACILITY

WASTEWATER

WEST BOISE


BID D

OC

UM

EN

TS

MAY 2016

CH2MHILL, BOISE ID




11623

OH

A

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C

+

SCALE: [XX]

-

C

+

[CIRCUIT NAME]

[XX]

[XX]

[XX]

[XX]

ADDRESS: [ADDRESS]

5 AMP

N

L[XX]

[XX]

[XX]

[XX]

[TAG NUMBER]

[XX]

[XX][XX][XX]

[XX]

[XX]

[XX]

[CIRCUIT NAME]

[XX]

N

2A

L

[XX]

[XX] [XX]

[XX][ADDRESS]

[LOOP]

FAULT

VALVE ACTUATOR

+

-

24V[XX]

[XX]

[XX]

[XX]

[XXX]

[XX]

[XX]

SCALE: [XX]

ADDRESS: [ADDRESS]

[TERMINAL JUNCTION BOX]

J PIGMAN

AS NOTED

W-MIS-SD-0226

GENERAL

44

L FETTKETHER

G THOMPSON

DESIGN DETAILS

1


208.345.5310


SUITE 200


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FILENAME: PLOT DATE: PLOT TIME:W-MIS-SD-0226.dgn 2016\06\13 3:12:50 PM

BOISECITY OF TREES


BOISE, IDAHO 83702

(208) 384-3900


7

477914

WBP-002

PROJECT

IMPROVEMENTS

FERMENTER

TREATMENT FACILITY

WASTEWATER

WEST BOISE


PROJECT NO.

45

MAY 2016

CH2MHILL, BOISE ID




3755

OH

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RW

AL

2605-008

NTS

DEVICE MOUNTING, EQUIPMENT PEDESTAL

TYP3/16

3/16

SEE NOTE 3

3/4" RADIUS, TYP

NON-SHRINK GROUT

NOTE 2

PLATFORM,

FLOOR OR

1/2" RADIUS, TYP

10", TYP

1 1/4", TYP

3" 3"48" MAX

6'-0"

MA

X

NO

TE 3

ALUMINUM AND CONCRETE

BITUMASTIC COATING BETWEEN

PROVIDE FELT SPACER OR

(TYP OF 4 EACH BASE)

WITH LEVELING NUTS,

ANCHORS OR ANCHOR BOLTS

1/2" STAINLESS STEEL CONCRETE

PLATE

1/2" ALUMINUM

SIZE PER EQUIPMENT REQUIREMENTS

1/4" ALUMINUM PLATE, ROUND EDGES,

SECTION

NOTES:

3.

2.

1.

LENGTH PER EQUIPMENT REQUIREMENTS

ALUMINUM CHANNEL (4x2.16)

ELECTRICAL CONSTRUCTION NOTES ON DRAWINGS.

200 LBS, SIZE POSTS AND CONNECTIONS FOR LATERAL LOADS. SEE GENERAL

FOR HEIGHTS EXCEEDING 5'-0" OR WEIGHT OF MOUNTED EQUIPMENT EXCEEDING

ABOVE FINISHED GRADE. MINIMUM WIDTH 24 INCHES.

THAN THE MOUNTING PLATE BY ONE HALF THE HEIGHT OF THE MOUNTING PLATE

#4 BAR @ 12" OC EACH WAY, CENTERED. THE PAD SHALL BE 12 INCHES LONGER

FOR YARD LOCATIONS PROVIDE A 6 INCH THICK CONCRETE PAD AT GRADE WITH

LOCK WASHER UNDER ALL NUTS.

USE STAINLESS STEEL MOUNTING HARDWARE. USE WASHER AND SPLIT

CONDUIT

1" MIN

WALL

CONCRETE

IMMERSIBLE SEALANT

POLYURETHANE

PACK WITH ONE PART

SEEP RING

PIPE SLEEVE WITH

GALVANIZED STEEL

PLUS 1" MIN

OD OF CONDUIT

2605-307

NTS

CONDUIT UNDERGROUND ENTRANCE

2605-310

NTS

SLAB PENETRATION

:NOTES

SPECIFICATIONS

REQUIRED, SEE

CONDUIT. FOR TYPE

THROUGH SLAB

CONDUIT PASSES

COMPOUND WHERE

PLASTIC EXPANDABLE

AND FILL WITH A SUITABLE

PROVIDE A PVC SLEEVE

DETAIL.

ACCORDANCE WITH THIS

SHALL BE INSTALLED IN

AND EQUIPMENT PADS

CONCRETE FLOOR SLABS

1. ALL CONDUITS THROUGH

SLAB

STRUCTURAL

NTS4027-182

TYPE 2 FLUSHING CONNECTION

AS SHOWN ON PLANS

TEE, WYE OR CROSS

NIPPLE

1" THREADED SST

FOR 1" NIPPLE

DRILLED & TAPPED

BLIND FLANGE

NIPPLE

1" SST

HOSE ADAPTER

STANDARD THREAD -

1" FEMALE NATIONAL

1" V308

NTS4005-507

PIPE SUPPORT - WALL MOUNTED

SIDE BOLTPRE-ENGINEERED

MASONRY WALLCONCRETE OR

BY CALCULATIONS

SIZE AS REQUIRED

MASONRY ANCHOR,

CONCRETE OR

PIPE RINGADJUSTABLEPRE-ENGINEERED

1/2" THRU 4" PIPE

AS SPECIFIED.

SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE

PROVIDE PIPE PROTECTION BARRIER AS SPECIFIED.

2.

1.

NOTES:

NTS4005-550

OVERHEAD PIPE HANGER

24" DIA PIPE

4" DIA TO

6"

MIN

MIN

1.0

1.0

AS SPECIFIED

CONC ANCHORS

MIN 1 UNDERCUT

AND LONGITUDINAL BRACES

AS REQUIRED TO RECEIVE TRANSVERSE

EMBED ASSEMBLY, ADAPT ASSEMBLY

OR U-BOLT, CLEVIS ROD AND

PRE-ENGINEERED PIPE STRAP

CONC SLAB

NOTES:

2.

1.

AS REQD

STIFFENER

ROD

BY CALCULATIONS

AND TYPE AS REQUIRED

TRANSVERSE BRACE, SIZE

CALCULATIONS.

LONGITUDINAL BRACE BEYOND (NOT SHOWN) AS REQUIRED BY

AND ANCHORS AS SPECIFIED.

SUBMIT FINAL DESIGN DRAWINGS AND CALCULATIONS OF SUPPORTS

CONTINUOUS INSERTS

PROVIDE ADDITIONAL TYP BARS EW AT

2 - #4 x 5'-0" EW AT ISOLATED INSERTS,

NTS4005-555

STACKED TRAPEZE PIPE HANGER

AS REQUIRED

AS R

EQ

UIR

ED

PIPE

AS SPECIFIED

AND PIPE CLAMPS

STRUT CHANNEL

VARIES

PIPE SIZE

TYPICAL

INSERTS,

CONCRETE

EMBEDDED

MIN5"

MIN

1'-0"

MIN5"

MIN

1'-0"

AS SPECIFIED

HANGER RODS

NTS4027-183

TYPE 3 FLUSHING/DRAIN CONNECTION

1.

NOTES:

POINT HOSE CONNECTION TOWARDS THE FLOOR, AWAY FROM OPERATOR.1.

NOTES:

POINT HOSE CONNECTION TOWARDS THE FLOOR, AWAY FROM OPERATOR.

1" V330PVC PIPE

TEE

CONNECTION

1" HOSE

NOTE 1

1" V330

NOTE 1

CONNECTION

1" HOSE

TEE

PVC PIPE

Documents

INDEX TO DRAWINGS