Drawings TSFH_Part8.pdf

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Attached to
751/16262. JAG; Thompson State Fish Hatchery - Renovation
Solicitation number
RFQ 171 190000000251 3
Issued by
Sanilac County, Michigan

About this file

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Thompson State Fish Hatchery - New Cool Water Facility Project

This document comprises technical drawings and construction specifications for the Michigan Department of Natural Resources (DNR) Fisheries Division's renovation and construction project at Thompson State Fish Hatchery located at 944 S. State Highway M-149 in Manistique, Michigan (Project #10052369). The project includes the design and construction of a new cool water incubation facility and steelhead facility upgrades, with engineering services provided by Terra McParland (Project Manager), Richard Dirks (Civil Engineer), Bruce Bradley (Structural Engineer), Troy Talsma (Electrical Engineer), and PJ Daughton (Mechanical Engineer). The scope of work encompasses site piping plans, deep well and pump installations, process water systems, aeration infrastructure, incubation building mechanical and plumbing systems, headtank construction with aeration columns, pond kettles and harvest systems, generator room modifications, HVAC systems, and associated utility connections. The project progressed through multiple design phases with submittals dated June 5, 2018 (Phase 400 50%), August 14, 2018 (Phase 400 90%), October 15, 2018 (Phase 500 50%), December 17, 2018 (Phase 500 90%), December 26, 2018 (Phase 500 50% Resubmittal), and was issued for bidding on February 20, 2019.

The drawings detail extensive piping and mechanical systems including 6-inch and 10-inch water distribution lines, specialized aquaculture equipment such as 60 horsepower submersible turbine pumps, multiple aeration systems with low-pressure air blowers, fish incubation jar racks with individual supply and drain troughs, and process water treatment infrastructure consisting of six ponds totaling approximately 4.5 acres. Deductive Alternates #2, #3, and #4 are identified within the project scope, addressing specific system components including deep well piping, generator room modifications, and chiller systems. The project incorporates state-of-the-art water quality monitoring systems, oxygen injection capabilities, and temperature control mechanisms necessary for cold-water fish hatchery operations. Construction details specify standard piping practices, valve configurations, thrust blocking requirements, manhole construction standards, and coordination requirements with existing site infrastructure including State Highway M-149, Thompson Creek, and multiple existing wells and aeration facilities that must be protected during construction.

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Advertisement TSFH.pdf PDF
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Specifications TSFH_Part1.pdf PDF
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STABILIZATION

POND

THOMPSON CREEK

S T

A T

E

H

I G

H W

A Y

M

MAINTENANCE SHED

SETTLING

POND

SEDIMENT

SPOILS AREA

DIRT ACCESS ROAD

THOMPSON CREEK

SPRING POND

AND COVER

RESIDENCE

DEEP WELL

D-2

OB-2 HATCHERY

MANAGER'S WELL

DRAIN FIELD

AERATION #2

DEEP WELL D-1

GRAVEL ACCESS ROAD

1 1/4" OVERBURDEN

OBSERVATION WELL

SHALLOW

WELL S-1

EXISTING DIRT

ACCESS ROAD

SHALLOW

WELL S-2

AERATION

#3 & #4

ENTRANCE ROAD

SHALLOW

WELL S-3

OB-1

WELL

DEEP WELL D-3

INSTALL D-3 PIPELINE WITH

DIRECTIONAL DRILLING IN THIS AREA.

MAINTAIN TEN (10) FEET MAXIMUM

DISTANCE FROM ELECTRICAL CONDUIT.

OTHER AREAS WILL BE OPEN CUT.

EXISTING 18" AC PIPE

ACCESS ROAD

WWN WWN

W

W

N

W

W

N

W

W

N

CONNECT TO EXISTING WATER

LINE AT WATER TOWER AND

PROVIDE WATER METER

6"

6"

6"

6" WWN

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

EXISTING HATCHERY

DEEP WELL & WELL

PIPING PLAN

1"=100'

D1.1

D1.1.dwg

GENERAL NOTES

1. BASE MAP WAS COMPILED FROM A PREVIOUS

CONSTRUCTION PROJECT THAT OCCURRED ON

SITE. INFORMATION HAS NOT BEEN VERIFIED BY

SURVEY MAPPING. BASE MAPPING IS NOT

GEO-REFERENCED AND NOT IN STATE PLANE

COORDINATES.

100100 0

SCALE IN FEET

PLAN NORTH TRUE NORTH

THIS ENTIRE SHEET INVOLVES

WORK ASSOCIATED WITH

DEDUCTIVE ALTERNATE #2

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

T

E

O

F M

I

C

H

I

G

A

N

L I C

E

N

S

D

P

R

O

F

E

S S

I

O

N

L

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

6201067799

2/21/2019

45 & 11 DEG ELS

W

T

E

R

A

C

E

X

S

P

O

T

A

B

T

E

R

CATCH BASIN

RIM 610.50

IE 607.00

P

E R

F

12" CIMJ

TOP 608.10

IE 608.00 18" AC @ 0.72% SLOPE ARRIVES

12" CIMJ IE 607.20 LEAVES AT 0.44% SLOPE

STA 0+00

12" CIMJ ARRIVE

IE 607.00 SLOPING

0.44% FROM

AERATION 1

COOL WATER

AERATION

IE 607.00

23 DEG EL UNDER

POTABLE WATER

11 DEG EL

FLAG POLE

RIM ~608.50

609.50

CORE AND SEAL 6" AT

CL 608.25 INTO EXIST

CB WITH BOTT 605.00

2" WATER

POTABLE

WEL

R

F

STA 0+00

10" PERF 0.32%

6" WWN

BFV

6" WWN

6" WELL LINES FOR

SHALLOW WELLS

MONITORING LINES

SIGN

STONE LINED SWALE

1+50

2+00 2+50 3+00 3+50 4+00

1+00

EXIST MONITORING LINES

EXIST MONITORING LINE

S T

A

E X

I S

T

P

E R

F

T O

P

S T

A

E X

I S

T

C

I

S T

A

E X

I S

T

W

A T

E R

S T

A

N E

X I S

T

C A

T C

H

B

A S

I N

S T

A

E X

H

A

D B

O X

S E

E

D

F

O R

P I P

I N

G

S T

A

N E

X S

T

S H

A L L O

W

W

E L L

P I P

E

E

L B

O W

S

S T

A

1+801+40 2+20 2+600+20 0+60

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

PARTIAL DEEP

WELL PIPING PLAN

& PROFILE

1/8" = 1'-0"

D1.2

D1.2.dwg

PARTIAL ENLARGED DEEP WELL PIPING PLAN

SCALE: 1" = 20'

PROFILE - DEEP WELL PIPING

AROUND HATCHERY BUILDING

SCALE: 1" = 40' H; 1" = 5' V

4040 0

SCALE IN FEET

55 0

SCALE IN FEET

GENERAL NOTES:

1. ALL PIPING EXCEPT WWN IS

EXISTING TO REMAIN

2. PROTECT EXISTING PIPE DURING

CONSTRUCTION

THIS ENTIRE SHEET INVOLVES

WORK ASSOCIATED WITH

DEDUCTIVE ALTERNATE #2

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

M

I

C

H

I

G

A

N

L I C

E

N

S

O

F

E

S S

I

O

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

DEEP WELL PIPING

TERMINATION ELEVATION

SCALE: 1/4" = 1'-0"

EXIST PIPE SUPPORT

EXST 10" FLANGED IRON PIPE

6" BUTTERFLY

VALVE

EXIST CONC

WATER

TOWER

WATER

METER WM-1

6" SCH 80 PVC

6" WWN

EXST 6" PVC

CENTERED 4'

BELOW GRADE

EXST REDUCING

ELBOW

EXST BURIED

10x8 VERT WYE

ADD FACTORY EPOXY

COATED 10x6

FLANGED IRON WYE

TO EXIST IRON RISER

6" SCH 80

PVC PIPE

& FITTINGS

ASPHALT

628.66

45 DEG EL

AWAY FROM

EXST 6" PVC

EXIST DEGAS TOWER:

CONTRACTOR

COORDINATE

TEMPORARY FLOW

STOPPAGE WITH MDNR

6" DIA.

PUMP SCREEN

316 STAINLESS SCH 40

5" DIA COLUMN PIPE

5" DIA SUBMERSIBLE

TURBINE PUMP CHECK

VALVE, DUCTILE IRON BODY,

STAINLESS SPRING (FOR

VARIABLE SPEED PUMP)

SUBMERSIBLE TURBINE PUMP

60 HP GOULDS 7CHC WITH

4 STAGES OF 4.75" IMPELLER

400 GPM @ 357' TDH

(7.5"BOWL O.D. MAXIMUM)

M O

T O

R

S T

A N

D A

R D

HOLD DOWN ASSEMBLY

WELL CAP

STAINLESS STEEL

NIPPLE FOR LEVEL

SENSING TUBE

PITLESS ADAPTER WITH

10" UPPER BARREL, 5"

DIA DROP PIPE & 6" DIA

DISCHARGE

STAINLESS NIPPLES FOR

PASSAGE OF POWER

CABLES AND ANY CONTROL

WIRING REQUIRED BY PUMP

MOTOR MANUFACTURER

285 FT. PROJECTED

PUMPING LEVEL

LONG SOLID PLUG TO

STOP WATER AT SPOOL

AND BE REMOVABLE

DURING PUMPING TO

INSERT PORTABLE

LEVEL SENSOR

DR 17 PVC TO

WELL SCREEN

SECOND CHECK VALVE

200' ABOVE FIRST

PITLESS FLANGE AND

RESTRAINED FLANGE ADAPTER

FOR NOMINAL 10" SDR 17 PVC

WELL COLUMN PIPE

RESTRAINED

MECHANICAL JOINT

BUTTERFLY VALVE

S0.2

DEEP WELL PUMP PARTIAL SECTION

SCALE: 3/4" = 1'-0"

3/4" ID

POLYETHYLENE PIPE

SECURED TO DROP

PIPE FOR PORTABLE

LEVEL SENSOR

6" WWN

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

DEEP WELL PUMP &

PIPING DETAILS

AS NOTED

D1.3

D1.3.dwg

GENERAL NOTES:

1. EXISTING WELLS EHIBIT ARTESIAN FLOW TO

APPROX 10' WHEN CONTAINED SO PITLESS

ADAPTER SHALL BE FLOWING TYPE WITH

BERMAD C30 COMBINATION AIR VALVE OR

EQUAL (NOT SHOWN FOR CLARITY)

IMMEDIATELY ATOP A NIPPLE THROUGH

SPOOL.

THIS ENTIRE SHEET INVOLVES

WORK ASSOCIATED WITH

DEDUCTIVE ALTERNATE #2

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

M

I

C

H

I

G

A

N

L I C

E

N

S

O

F

E

S S

I

O

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

24" RCP CULVERT

INV 619.39

INV 620.28

GRAVEL ACCESS ROAD

WETLANDS

THOMPSON CREEK

12" CMP

INV 609.36

D R

I V

E W

A Y

SIGN

'DO NOT PASS'

TELE PED.

STREAM

36" CMP CULVERT

INV 599.97

36" CMP CULVERT

INV 600.59

'NO FISHING' SIGN

36"X60" RCP CULVERT

INV 600.96

36"X60" RCP CULVERT

INV 600.22

METAL GATE

SIGN-'GATE AHEAD'

TELE PED.

(2) TELE PED.

18" RCP CULVERT

INV 626.28

CONCRETE R/W MARKER

UTILITY POLE

AND GUY WIRE

UPLAND

WETLANDS

UGT

UGT

U G

T

U

G

T

U

G

T

U G

T

UGT

EXISTING WELL S-5

EXISTING WELL S-4

M E

C H

A N

I C

A L

E L E

C T

R I C

A L

L O

C K

E R

T O

I L E

T

E G

G

D I S

I N

F E

C T

I O

N

I N

C U

B A

T I O

N

I S

O L A

T I O

N

100 YR FLOOD

PLAIN EL. 606.50

624624

616 616

D

F

T

D

F

T

D

F

T

D

F

T

D

F

T

D

F

T

D F

T D

F T

D F

T D

F T

D F

T

L P

A L P

A L P

A

LPA L

P

A

L P

A L P

A

LPA LPA LPA LPA

L P

A L P

A L P

A L P

A

A W

S

A W

S

LPA

INTERNAL

KETTLE

INTERNAL

KETTLE

INTERNAL

KETTLE

INTERNAL

KETTLE

INTERNAL

KETTLE

INTERNAL

KETTLE

4"

3"

D

R

N

T

A W

S A

W S

AWS

A W

S A

W S

A W

S A

W S

DRN DRN DRN

W W

N

WWN WWN

W W

N

W

W

N

WWN WWN

W W

N

AWS AWS AWS AWS AWS

(SOLAR HEATED)

10" DRN

D

R

N

D

R

N

D

R

N

D

R

N

10" DRN

EXISTING WELL S-4

HEADBOX

4" YCO, 5 FT

FROM BUILDING

FUTURE DRUM

FILTER AND UV

8" YCO CL 627.33

D

R N

8" DRN INCU. AND EGGS

0.5%

0.5%

4" AWS 4" AWS

4" AWS

10" 10"

4" AWS

4" AWS

4" AWS

4" AWS4" AWS

8" INFLUENT

STANDPIPE

WINTERIZATION

VALVE

ECCENTRIC FLAT ON

BOTTOM 8x10 INCREASER

SOLAR POND

BYPASS VALVE

6" DRN ISOLATION

LOW PRESSURE

AIR BLOWER

EXTERNAL KETTLE

A

W S

FLARED END SECTION

N=412530.33

E=26415600.79

INV 603.00

10" DFT

4" AWS

A W

S

2" LPA

4" AWS

10" DFT

6"

2" LPA

45° BEND

10" OVERFLOW

STANDPIPE

W W

N

3"

6"

6"

2" LPA

2" LPA

10" DFT

4" AWS

10" DFT

4" AWS

10" 10"

2" LPA

10" DFT

4" AWS

2" LPA

10" DFT

4" AWS

AWS

D

F

T

D

F

T

6"

DRAIN

VALVE

BFV

PROPANE TANKS

SCH 40 4" SAN.

@ 1% SLOPE

POND 1

(1 ACRE)

POND 2

(1 ACRE)

SOLAR POND

(0.5 ACRE)

POND 3

(0.5 ACRE)

POND 4

(0.5 ACRE)

POND 5

(0.5 ACRE)

POND 6

(0.5 ACRE)

T

H

O

M

P

S

E

E

K

A

C

C

E

A

D

S

T

R

E

A

M

6" YCO

6"

COOL WATER

INCUBATION BLDG

MH 1

MH 2

MH 3

MH 5

MH 6

45° BEND

DOMESTIC

WELL

MH 4

TRANSITION FROM

HDPE TO PVC

FITTING CL 603.00

D

F

T

WINTERIZATION

BURIED GATE VALVE

15°

BENDS

W

W

N

W W

N

WWNWWN

W W

N W

W N

WWN

W

W

N

W

W

N

6"

BURIED

GATE VALVE

CL 598.00

BURIED

GATE VALVE

N

10" BURIED

GATE VALVE

30 DEG EL

CL 596.00

UNDER

EXIST DITCH

P

W

C

6" YCO

MH7

CL 626.25 IN

CL 624.33 OUT

RIM 629.00

18'X48' TOP OF

ABSORPTION MOUND

500-GALLON

PUMP CHAMBER

N

0.15%

10"

CL 624.17

BGV

BGV

FLAT ON TOP

ECCENTRIC REDUCER

BGV

FLAT ON TOP

ECCENTRIC

REDUCER

6" AWS

FLAT ON TOP

ECCENTRIC REDUCERS

H

D

D

H

D

D

6" AWS

T

20' WIDE

TEMPORARY

ACCESS

20' WIDE

TEMPORARY

ACCESS

10" DRN

TEMPORARY ACCESS

FOR CONSTRUCTION

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

TEMPORARY ACCESS

AREA BOUNDARY

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

1000-GALLON

SEPTIC TANK

N

40'x10' ABSORPTION

FIELD (4 LATERALS,

HEADER AND FOOTER)

60'X90' MOUND

FOOTPRINT (3:1

SIDE SLOPES).

SEE DETAIL C1.22

TEMPORARY

ACCESS

1.5" SCH 40, 42"

MIN.COVER

1" PROPANE

RIM 624.44

PIPES CL

611.78

0.51% SLOPE

0.51% SLOPE

RIM 624.38

PIPES CL

614.22

PER S8.7

1.29% SLOPE

CL 610.17

RIM 617.00

PIPES CL 616.30

1.83% SLOPE

RIM 617.00

CL 610.17

CL 612.08

RIM 614.44 AND

PIPES CL 610.71

STRUCTURE TABLE

NAME

MH 1

MH 2

MH 3

MH 4

MH 5

MH 6

MH 7

DESCRIPTION

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

MANHOLE

NORTHING

412477.50

412657.45

412615.54

412367.92

412096.26

411966.18

412547.06

EASTING

26415323.61

26415183.83

26414905.07

26415050.14

26415334.84

26415167.37

26414666.25

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

PONDS - PROCESS

SITE PIPING PLAN

1"=60'

D1.4

D1.4.dwg6060 0

SCALE IN FEET

GENERAL NOTES

1. TOPOGRAPHIC INFORMATION WAS PROVIDED

BY A FIELD SURVEY PERFORMED BY

NORTHWEST DESIGN GROUP, LLC IN JULY 2017.

CONTACT:

NILS W. LINDWALL, P.E.

NORTHWEST DESIGN GROUP, LLC

2940 PARKVIEW DRIVE

PETOSKEY, MI 49770

P: (231) 348-1180

2. PROVIDE EXPOSED 1" HEADER PIPE FOR

PROPANE TANKS. IMMEDIATELY AFTER SOUTH

TANK EL PIPING TO 2 FT BURY AND CONTINUE

TO COOL WATER BUILDING AS SHOWN.

PLAN NORTH TRUE NORTH

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

M

I

C

H

I

G

A

N

L I C

E

N

S

O

F

E

S S

I

O

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

SEED

MOUND OVER TRENCH

NOT TO IMPEDE SITE

DRAINAGE

PRINTED PIPE MARKING

TAPE, GREEN WASTE

A

N S

D E

P T

H

A

S

R E

Q U

I R

E D

PIPE O.D.

+2'-0"

A

N S

D E

P T

H

A

S

R E

Q U

I R

E D

PIPE O.D.

+2'-0"

SEE PLANS FOR TYPICAL

ROADWAY SECTIONS

PRINTED PIPE MARKING

TAPE, BLUE SUPPLY,

GREEN WASTE

BACKFILL (FINAL

BACKFILL)

BEDDING (BEDDING,

HAUNCH AND INITIAL

BACKFILL)

M

I N

A

N S

D E

P T

H

A

S

R E

Q U

I R

E D

PIPE O.D.

+2'-0"

T Y

E

L E

L

L

PRINTED PIPE MARKING

TAPE, BLUE SUPPLY,

GREEN WASTE

BEDDING, HAUNCH

AND INITIAL

BACKFILL

CONCRETE

OR ASPHALT

SLOPE TO DRAIN

SLOPE TO DRAIN

W H

E R

E

S

P A

C E

V A

R I A

B L

E

D

I M

E N

S I O

N

C.I. STEPS

@ 16"O.C.

M

I N

S

A

N S

2'-0"

GROUT

BITUMINOUS MASTIC BED

C O

R B

E L

A L

L O

W S

CAST IRON FRAME AND

BEEHIVE GRATE, HEAVY

DUTY WHERE IN PAVEMENT

FULL CIRCUMFERENCE

RESILIENT SEAL AROUND

PIPES PER MANHOLE

SPECIFICATIONS.

BOTTOM SLAB: 3500 PSI

CONCRETE OR PRECAST

REINFORCED CONCRETE

SLAB ON 6" SAND CUSHION

4'-0"

MINIMUM

1. CORBEL TO BE REPLACED WITH REINFORCED

FLAT TOP, WHERE REQUIRED FOR CLEARANCE.

2. STEPS REQUIRED, UNLESS DELETED BY SPECIAL

PROVISIONS.

3. UNLESS NOTED OTHERWISE, PROVIDE GROUT

(SO THAT RESULTING TROUGH DIRECTS WATER

FROM ALL PIPES) AT LEAST UP TO THE SPRING

LINE OF THE DEEPEST PIPE. GROUT TROUGHS IN

THE SHAPE OF CURVES, CROSSES, CONVERGING

& DIVERGING WYES AND TEES DEPENDING ON

THE PIPING PROPOSED. FORM TROUGHS TO THE

O.D. OF PIPE-TO-MANHOLE ADAPTERS.

MANHOLE NOTES:

PIPE-TO-MANHOLE

ADAPTERS

TRENCH DETAIL FOR PROCESS PIPE

AGGREGATE COVERED ROADWAY AREAS

NOT TO SCALE

TRENCH DETAIL FOR PROCESS PIPE

NON-ROADWAY AREAS

NOT TO SCALE

MANHOLE DETAIL

NOT TO SCALE

TRENCH DETAIL FOR PROCESS PIPE

UNDER CONCRETE OR ASPHALT

NOT TO SCALE

BACKFILL (FINAL

BACKFILL)

BEDDING (BEDDING,

HAUNCH AND INITIAL

BACKFILL)

FINISHED

GRADE NON

HARDSCAPE

AREA

FINISHED GRADE

IMPROVED SURFACE

NOTE:

THIS DETAIL DEPICTS A BUTTERFLY VALVE. GATE VALVES

SHALL BE SIMILAR EXCEPT GATE VALVES SMALLER THAN

18" DO NOT NECESSARILY REQUIRE A BEVEL GEAR BOX.

PLAN VIEW

PRECAST VALVE BOX SET

FLUSH, WITH CAST IRON RING

AND COVER MARKED "WATER"

WELD VALVE NUMBER

ONTO FRAME 1" TEXT

RISER PIPE TO BE PLUMB AND

CENTERED OVER OPERATOR

BACK FILL AND COMPACT

AROUND RISER

RISER PIPE SHALL SIT ON

COMPRESSIBLE FILLER,

NOT ON VALVE

BEVEL GEAR BOX OF VALVE

CONCRETE PIER REQUIRED

TO PLUMB OPERATOR NUT

NON-SHRINK CEMENT GROUT,

KEEP GROUT OFF BOLTS

3000# CONCRETE PAD,

KEEP CONCRETE CLEAR

OF JOINTS, BOLTS, AND

MECHANICAL DEVICES

X + 18"

X

8" 8"

CONCRETE

COLLAR

NEW VALVE

SHAFT SHALL BE

IN A HORIZONTAL

DIRECTION

M

A X

M

A X

CONCRETE

PAD

TRENCH

ORIENT VALVE

OPERATOR TO

THE OUTSIDE OF

THE TRENCH

NEW PIPE

VALVE

OPERATOR TO

BE SET PLUMB

CONCRETE PIER

AS REQUIRED

TRENCH

BOTTOM

X + 4"

X

SIDE VIEW

TYPICAL BURIED VALVE DETAIL

NOT TO SCALE

45° BEND

2.58" 2.03.00

10" 5.03.5 3.0

PIPE SIZE

6"

4" 1.0

2.0

90° BEND

1.5

1.0 1.0

1.0

1.0

1.5

22 1/2° BEND

1.0

1.0

TYPICAL FOR ALL VERTICAL

TO HORIZONTAL BENDS

TYPICAL FOR ALL HORIZONTAL

TO VERTICAL BENDS

TYPICAL HORIZONTAL

TEE & END PLUG

TYPICAL FOR ALL

HORIZONTAL BENDS

SIZE OF THRUST BLOCK, SQUARE FEET OF BEARING AREA AGAINST

UNDISTURBED EARTH.

DEAD END

OR TEE

CONCRETE THRUST BLOCKING DETAILS

NOT TO SCALE

CLASS "B"

CONCRETE

TYPICAL

EPOXY

COATED

STEEL TIES

PROTECT

BOLTS &

GLANDS FROM

CONCRETE

WHEN

POURING

EPOXY

COATED

STEEL TIES

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

STANDARD

PIPING DETAILS

NONE

D1.5

D1.5.dwg

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

M

I

C

H

I

G

A

N

L I C

E

N

S

O

F

E

S S

I

O

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

KEY NOTES:

2" MPA SUPPORTED ATOP 14'-8" HIGH BEAM.

BEAM SHOWN ON SHEET S3.1

NOT USED THIS SHEET

APPROX 10'-6" AFF CORE HOLE THROUGH

EXISTING METAL SIDING AND PROVIDE

WATERTIGHT RUBBER FLASHING FOR 2" MPA

AERATION STRUCTURE BEAM ATTACHMENT

PER 4/S3.1

CORE 2 1/2" HOLE THROUGH EXISTING METAL

SIDING

COUPLING FROM MEDIUM PRESSURE AIR

(MPA) TUBING TO HOPPER 1'-0" AFF

2" MPA SUPPORTED ATOP 12'-8" HIGH BEAM.

BEAM SHOWN ON 2/S3.1

2" MPA

SKEW BETWEEN APPROX 8'-10" AND 14'-10"

AFF.

GENERAL NOTES:

1. SHADED PIPES ARE EXISTING BURIED PIPES

NOT TO BE DISTURBED, CONTRACTOR TO

FIELD VERIFY PIPE LOCATIONS IN VICINITY

OF WORK

2. AERATION #2, #3 AND #4 BOXES NOT TO BE

DISTURBED

3. MINIMUM BEND RADIUS FOR 2" MPA IS 30"

8" PVC PIPE

18" ASBESTOS PIPE

10" A.C. PIPE

18" A.C. PIPE

18" A.C. PIPE

12" A.C. PIPE

P

E

N

D

U

I

T

A

C

P

I P

E

1" CONDUIT

24" A.C. PIPE

ROTARY

DIVERTER #1

10' AFF

UPPER

RACEWAY

BUILDING

2" HDPE FEED PIPES

IN CABLE TRAY

7'-6" ABOVE

RACEWAY WALLS

AUTO FEEDER

SYSTEM

AERATION #2

EXISTING SKEWED

SNOW GUARD

ABOVE, PIPE VARIES

11' TO 13' AFF

SKEW 2" MPA

TO BEAM

8 SKEWED

45 DEG

VERTICAL

OFFSET

MH

V

C

LIGHT POLE

ASPHALT

TURF

P

A

V

E

M

E

G

E

MH

6'-0"

P

E

EXISTING CONCRETE

RACEWAY WALLS

APPROX 16" AFF

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

RACEWAY

FISH FEEDERS PLAN

WEST

1/8" = 1'-0"

D3.1

D3.1.dwg

M A

T C

H

L I N

E

S

E

88 0

SCALE IN FEET

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

M

I

C

H

I

G

A

N

L I C

E

N

S

O

F

E

S S

I

O

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

KEY NOTES:

2" MPA SUPPORTED ATOP 14'-8" HIGH BEAM.

BEAM SHOWN ON 3/S3.1

NOT USED THIS SHEET

APPROX 10'-6" AFF CORE HOLE THROUGH

EXISTING METAL SIDING AND PROVIDE

WATERTIGHT RUBBER FLASHING FOR 2" MPA.

STRUCTURE BEAM ATTACHMENT PER 4/S3.1

CORE 2 1/2" HOLE THROUGH EXISTING METAL

SIDING

COUPLING FROM MEDIUM PRESSURE AIR

(MPA) TUBING TO HOPPER 1'-0" AFF

NOT USED THIS SHEET

2" MPA

GENERAL NOTES:

1. SHADED PIPES ARE EXISTING BURIED PIPES

NOT TO BE DISTURBED, CONTRACTOR TO

FIELD VERIFY PIPE LOCATIONS IN VICINITY

OF WORK

2. AERATION #2, #3 AND #4 BOXES NOT TO BE

DISTURBED

3. MINIMUM BEND RADIUS FOR 2" MPA IS 30"

A

C

P

I P

E

24" A.C. PIPE

24" A.C. PIPE

N

D

U

I

T

N

D

U

I

T

C O

N D

U I T

S

A

C

P

I P

E

ROTARY DIVERTER #2

APPROX 7'-6" ABOVE

RACEWAY WALLS

2" HDPE FEED PIPES IN

CABLE TRAYS 7'-6" ABOVE

RACEWAY WALLS

LOWER

RACEWAY

BUILDING

AERATION #4

MH

LIGHT POLE

MH

P

E

A

C

P

I P

E

TWO VERTICAL 90 DEG

SWEEPS TO CREATE

SWING JOINT FROM

APPROX 14'-10" AFF TO

8'-10" AFF

TWO VERTICAL 90

DEG SWEEPS TO

CREATE SWING JOINT

FROM APPROX 14'-10"

AFF TO 8'-10" AFF

EXISTING CONCRETE

RACEWAY WALLS 16" AFF

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

RACEWAY

FISH FEEDERS PLAN

EAST

1/8" = 1'-0"

D3.2

D3.2.dwg

M A

T C

H

L I N

E

S

E

88 0

SCALE IN FEET

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

M

I

C

H

I

G

A

N

L I C

E

N

S

O

F

E

S S

I

O

N

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I

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E E

R

TROY A.

TALSMA

ENGINEER

No.

S.S. FEED HOOD

3mm S.S. AIRCRAFT CABLE FROM

CONTINUOUS RAIL TO EYEBOLT

FLOOR SLOPE (1%)

TANK DISCHARGE END TANK INLET END

CABLE TRAYS

8'-3" 19'-8" 6'-0 1/2"

FEED DIFFUSER - AR TANKS ELEVATION

SCALE: 1/4" = 1'-0"

TYPICAL RACEWAY

1'-11" 1'-10 1/2" 1'-10 1/2"

WRAP CABLE OVER

RAIL, LEAVE SLACK TO

PERMIT CABLE TO BE

SLID ALONG RAIL

S.S. CABLE CLAMPS

CUT CABLE 400mm LONGER

THAN REQURIED FOR HOOD

ELEVATION ADJUSTMENT

S.S. EYE WELDED TO HOOD

FEED HOOD - SEE

SECTION THIS PAGE

2" HDPE

OPEN END

SPLIT PVC

PIPE SLEEVE

18 GA 304 S.S. FEED

STOP BOLTED AT 5000mm

FROM FEED SUPPLY END

3mm Ø AIRCRAFT CABLE

1 15/16"

7 7/8"

2"

FEED DIFFUSER - DETAIL

SCALE: 1" = 1'-0"

A

50mm Ø U-BOLT, 6mm Ø S.S.

O/W NYLON INSERT

LOCKNUTS (TYP. 2 PER HOOD)

50x83x4.76mm S.S. PLATE

STIFFENER (BREAK TO

MATCH HOOD)

SPLIT PVC PIPE TUBE

FEED HOOD. FABRICATE

FROM 18 GA S.S. SHEET

N O

M

3 9/16"

A

FEED DIFFUSER - SECTION

SCALE: 3" = 1'-0"

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

RACEWAY FEEDERS

DETAILS

AS NOTED

D3.3

D3.3.dwg

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

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A

N

L I C

E

N

S

O

F

E

S S

I

O

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

TRENCH DRAIN

30x96 TABLE

TOG 99.92

TRENCH DRAIN

TRENCH DRAIN

T R

E N

C H

D R

A

IN

30x96 TABLE

TRENCH DRAINTRENCH DRAIN

0.5%1.

0% 1.

0%1.

0%

.5

.5

1.0%

6"-DRN

6"-DRN

8"-DRN

6"-DRN

1.0%

2"-DRN

4"-DRN

2"-DRN

6"-DRN

6"-DRN

6"-DRN

1.

0%

FCO 8"

8" FCO

6"-WWN

CL 95.49

6"-WWN

CL 95.49

6"-WWN

CL 95.49

YCO

CONTINUE PER

SHEET D1.4

.0

1.0%

2"-DRN

2"-DRN

1.0%

2"-DRN

CONTINUE PER

SHEET D1.5

CONTINUE PER

SHEET D1.5

6"-DRN

6"-DRN

4"-WWN

1%

CL 95.50

CL 95.50

BBFV

BBBVBBFV

BBFV

BBFV

FD

6"-WWN

CL 95.49

6"-DRN

D9.1

2"-DRN

CL 97.83

CL 97.55

.0

6" UP

7'-3" 8'-8" 8'-8" 8'-8" 8'-8" 9'-1"

17'-4" 18'-10"

J A

R R

A C

K S

J A

R R

A C

K S

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

\1

U

C

E N

T R

A L la rr y tr a v is

.r v t

/2

/2

:4

:2

P M

1/4" = 1'-0"

10052369

TERRA MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

D4.1

COOL WATER INCUBATION

BUILDING - BELOW FLOOR

PROCESS PIPING PLAN

944 S. State Highway M149 Manistique, MI 49854-8922

10052369_08_U_CENTRAL.RVT

1/4" = 1'-0"

BELOW FLOOR PROCESS PIPING PLAN

NOTE:

FINISH FLOOR ELEV DESIGNATED AT

EL 100.00. SEE D 1.2 FOR ACTULAL

FINISHED FLOOR ELEVATION.

NOTES:

LOCATE TRENCH DRAINS PER SHT

S4.1

0 2'-0" 4'-0" 8'-0"

12/26/2018 PHASE 500 - 90% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

M

I

C

H

I

G

A

N

L I C

E

N

S

O

F

E

S S

I

O

N

G

I

N

E E

R

TROY A.

TALSMA

ENGINEER

No.

6"-HWS

CL 108.67

3"-HWS

CL 107.253"-AWS

CL 107.25

3"-AWS

CL 107.25

3"-HWS

CL 107.25

3"-HWS

CL 107.25

3"-AWS

CL 107.25

6"-AWS

CL 108.68

6"-HWS

CL 108.67

TRENCH DRAIN

30x96 TABLE

CHX-1

CHX-2

LPA-1

LPA-2

CHL-2

CHL-1

POTABLE WATER

STORAGE TANK

POTABLE WATER BOOSTER PUMPS

COMMERCIAL GAS FIRED

120 GAL WATER HEATER

CHILLER

CHILLER

LOW PRESSURE AIR BLOWER

LOW PRESSURE AIR BLOWER

TYP. FRY CAPTURE

TANK W/2" SCH 40 PVC

STANDPIPE

2"-AWS

CL 103.66

2"-HWS

CL 103.66

6"-AWS

CL 108.68

A W

S

C L

.2

H W

S

C L

.2

A W

S

C L

.2

H W

S

C L

.2

4x3 FLANGED

IRON EL

DOWN TUP AT

ALL RPZ ENDS

WM-2

1/2"-O2

CL 104.00

6"-HWS

CL 107.33

4"-HWS

CL 109.00

4"-HWS

CL 108.00

1/2"-O2

CL 104.00

5"-CWS

CL 108.00

5"-CWS

CL 107.00

3"-HWS

CL 107.33

3"-CWS

CL 104.67

3"-CWS

CL 107.00

3"-CWS

CL 101.68

20" DIA PORTABLE

LOX TANK BY DNR

O2 PIGTAIL

3"-HWS

CL 120.56

BLP-2

BLP-1

4"-FLU

CL 107.86

4"-FLU

CL 108.33

6"-FLU

CL 109.00

2"-HWS

CL 101.67

1 1/4"-AWS

CL 108.75

DROPS TO 1"

BALL VALVE 5' AFF

1 1/2" BALL VALVE

2 1/2" TEE

DOWN TO

BALL VALVE

DROPS TO 1" BALL

VALVE 5' AFF

1 1/4"-AWS

CL 108.75

1 1/4"-AWS

CL 108.75

1"-AWS

CL 108.76

5/8"-RFT

CL 101.00

2"-AWS

CL 108.76

4"-AWS

CL 108.761 1/2"-AWS

CL 108.75

2"-AWS

CL 108.76

3"-HWS

CL 108.67

WM-3

5/8"-RFT

CL 100.50

5/8"-RFT

CL 101.00

FD

6" BFV

3"

BFV

6" SCH 80 PVC (THRU

TWO LINK SEAL

SYSTEMS) OR FLANGED

IRON WALL PIPE

PROTRUDING 3" EA WAY

CL 113.50

3" SCH 80 PVC (THRU

TWO LINK SEAL

SYSTEMS) OR FLANGED

IRON WALL PIPE

PROTRUDING 3" EA WAY

CL 113.50

D9.1

4"-AWS

CL 103.75

4"-AWS

CL 103.75~

4"-AWS

CL 103.75

FOUR PLACES 4" AWS SKEWED

FROM 15 DEG EL AT 3-WAY

VALVE FOR FRY TRANSFER

4" KNIFE GATE

VALVE EA FRY TANK

TWO KNIFE GAT VALVES TIGHT TO TEETWO KNIFE GAT VALVES TIGHT TO TEE

PVC PROCESS FLOOR DRAIN

ONE OF TWO TANKLESS

STAINLESS CONDENSING

WATER HEATERS PER A/D4.2

JAR

RACK

JAR

RACK

JAR RACK PIPING PER SHEET D4.3

OUTDOOR REINFORCED

CONCRETE HOUSEKEEPING

PAD UNDER EACH CHILLER

CLP-2

CLP-1

3" FLAP VALVE

6"FLAP VALVE

FACTORY BUILT OXYGEN

MANIFOLD FOR THREE

VESSELS

1 3/8"-RFT

1 3/8"-RFT

TO CHX-1

FROM CHL-2

TO CHX-2

T W

IC

E

1'-6"

T Y

P

" 6" TYP

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

C rv t\

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.r v t

/2

/2

:0

:3

P M

1/4" = 1'-0"

10052369

TERRA MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

D4.2

COOL WATER INCUBATION

BUILDING - ABOVE FLOOR

PROCESS PIPING PLAN

944 S. State Highway M149 Manistique, MI 49854-8922

10052369_08_U_CENTRAL.RVT

1/4" = 1'-0"

ABOVE FLOOR PROCESS PIPING PLAN

NOTES:

1. FINISH FLOOR ELEV DESIGNATED AT

EL 100.00. SEE D 1.2 FOR ACTULAL

FINISHED FLOOR ELEVATION.

2. DEDUCTIVE ALTERNATE 4 INCLUDES

CHILLELRS & THEIR PADS &

REFRIGERANT PIPING & WATER

METER WM-2 & HEAT EXCHANGERS

CHX-1 & CHX-2 AND CHILLER LOOP

PUMPS CLP-1 & CLP-2 AND CHILLED

WATER SUPPLY (CWS) PIPING AND

ITS VALVES EXCEPT IF DEDUCTIVE

ALTERNATE 4 IS AWARDED CHILLED

WATER SUPPLY (CWS) PIPING THRU

HEADTANK WALL SHALL BE

PROVIDED AND CAPPED 6 INCHES

OUTSIDE WALL.0 2'-0" 4'-0" 8'-0"

12/26/2018 PHASE 500 - 90% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

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TROY A.

TALSMA

ENGINEER

No.

L L

H

W S

3"

3" AWS

PVC

BFV

PVC

BFV

3" HWS

A

W S

H

W S

C

W S

DROP THROUGH V-PORT

BALL VALVE TO LOWER

SUPPLY TROUGH

VERT 45 DEG EL

4" REMOVABLE

STANDPIPE EACH

TROUGH

C

13"

4" SCH 40 PVC REMOVABLE

STANDPIPE (FAB'D OF THD

ADAPTER & PIPE) INSIDE EACH

TROUGH FOR 2" FREEBOARD

AT SUPPLY TROUGHS AND 1"

FREEBOARD AT DRAIN

TROUGHS

4" DRN

11" DEEP

SUPPLY TROUGH

15" DEEP

DRAIN TROUGH

6" PVC WITH

ADHESIVE

PIPE-TO-CONC

WATER-STOP

MID-SLAB

SHORT 90 DEG FPT

ALUM EL WELDED

WATERTIGHT

DIRECTLY OVER

OPENING IN

TROUGH BOTTOM

THRICE PER RACK

FLOOR 100.00

A

D4.3

JAR RACK PIPING SOUTH END

SCALE: 1" = 1'-0"

EL FOLLOWED BY

45 DEG SOCKET BY

SPIGOT EL DOWN

3" V-PORT

BALL VALVE

SOCKET X SPIGOT

STREET EL

EAST RACK ONLY:

3" CHILLED

WATER FROM

ABOVE PER D4.2

DRAIN

SUPPLY

DRAIN

SUPPLY

TYPICAL PVC OR

REINFORCED

RUBBER SADDLE

TO SCH 40 PVC

MPT ADAPTER

1/2" PVC FPT

TANK ADAPTER

JAR PIPING

SCALE: 1 1/2" = 1'-0"

16" LONG 5/8" OD

BRONZE TUBE WITH

SST HOSE CLAMP

AT LATEX TUBE

1/2" ID 1/8" THICK

LATEX TUBING

1/2" PVC MPT X

HOSE BARB EL

1/2" FPT X MPT

BRONZE BALL VALVE

EVERY

JAR

B

D4.3

JAR RACK PIPING NORTH END

SCALE: 1" = 1'-0"

LOWER

DRAIN

TROUGH

LOWER

SUPPLY

TROUGH

UPPER

SUPPLY

TROUGH

TEE CLOSE TO WALL

TO TANK ADAPTER IN

UPPER DRAIN

TROUGH CENTERED

3.5 INCHES BELOW

DRAIN TROUGH RIM

CENTERLINE 107.33

3" HWS

3" CWS

4 INCH 15 DEG EL

CLOSE TO WALL

TEE HORIZ TO 45 DEG

EL TOWARD TROUGH

V-PORT

BALL VALVE

6" HWS6" AWS

TEE HORIZ TO 45 DEG

TOWARD TROUGH

CENTERLINE

APPROX 108.00

FLOOR 100.00

KNIFE GATE

3" HWS

6" HWS

3" AWS

6" AWS

3" AWS FOR

FRY TRANSFER

1% SLOPE

TEE W/ KNIFE

GATE TIGHT

EACH SIDE

PVC TANK ADAPTER

90 DEG EL

TYP 45 DEG

STREET EL

ONE OF TWO 3"

BATTERY WATER

METERS EACH RACK

3"

W A

L L

C

JAR RACK METER SECTION

SCALE: 1" = 1'-0"

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

INCUBATION

JAR RACK PIPING

1" = 1'

D4.3

D4.3.dwg

JAR RACK PIPING PLAN

APPROX SCALE: 1" = 1'-0"

APPROX

PROJECT

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

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TROY A.

TALSMA

ENGINEER

No.

2" DIA SCH 80 PVC OR ALUM

COUPLING FACTORY BONDED

FLUSH TO TANK BOTTOM WITH

PVC 45 DEG SPIGOT EL SET

SCREWED IN

SLOPE

2" STANDPIPE AND

PVC COUPLING

ANGLED SCREEN &

ANGLED SCREEN LEDGER

TANK FEET

NOT USED

3/8" THICK x 7/8" WIDE 40 DUROMETER NEOPRENE RUBBER GASKET. (DIE #1287 HANNA RUBBER

CO. 816-221-9600 OR EQUIVALENT.) GLUE TO BOTTOM OF SCREEN USING SCOTCH GRIP 1300

RUBBER ADHESIVE. USE 3/8" WIDE STRIP OF NEOPRENE FOR SIDE OF SCREEN 1/8" THICK.

5/16" DIAMETER x 1" L 316 STAINLESS STEEL MACHINE SCREW WITH LOCK WASHER AND WING

NUTS. INSTALL 3 PER SIDE OF SCREEN FRAME.

NOT USED

ELEVATION

FRY TANK SCREEN NOTES

2'-3"x2 1/4"x1/8" ALUMINUM ADJUSTABLE FIN.

ADJUSTABLE FIN

SLOTTED HOLE

UNIT

EA

COUNT

EA

ITEM

BILL OF MATERIAL

FRY TANK & FEET SET

TANK SCREEN 9

PERFORATED ALUMINUM PLATE WITH 3/4" x 5/16" SLOTS WITH 16 MESH SST SCREEN BATTENED

ON UPSTREAM FACE.

1"x1"x1/8" ALUMINUM ANGLE (6063-T52 ALLOY.) SIDES, TOP AND BOTTOM OF

SCREEN FRAME.

FRY TANK SCREEN

SCALE: 1/2" = 1'-0"

FRY TANK SECTION

SCALE: 1/2" = 1'-0"

FRY TANK PLAN

SCALE: 1/2" = 1'-0"

8'-0"

5 1/2"

3" MAX. 8'-0" 3" MAX.

10" 9"

M A

X

T O

P

M A

X

2 1/4".

3'-5"

SLOPED

CONCRETE

FLOOR

TRENCH DRAIN

FLOW

ALUMINUM TRUCK CAP CLAMP

INTEGRAL BACK-TO-

BACK CHANNEL STRUT

2" SCH 80 PVC

TYP 2" V-PORT BALL VALVE

CLIC OR HANGERLOK OR

SNAP-N-STRUT CLAMPS TYP

ALUM

TRUCK

CAP

CLAMP

3/16" STAINLESS

BOLTS, 8" APART

2" SCH 40 PVC STANDPIPE

RUBBER COUPLING

WITH ONE HOSE CLAMP

COUPLING FACTORY

END WITH NO

RAISED LETTERING

RUBBER OR ELASTOMERIC

PVC COUPLING CUT IN HALF

TO SERVE AS GASKET

BEVEL

1/64" REMOVED ALL

AROUND PORTION OF

STANDPIPE THAT GOES

INTO SOCKET USING 180

GRIT OR FINER SANDPAPER

1/2" X 1/16" STAINLESS

ROUNDED CORNER

SQUARE TUBE

/2

"T"

0.67 x "T"

15°

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

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:4

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As indicated

10052369

TERRA MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

D4.4

FRY TANKS & PIPING

944 S. State Highway M149 Manistique, MI 49854-8922

10052369_08_U_CENTRAL.RVT

NOT TO SCALE-

FRY TANK STANDPIPE2

02/20/2019 ISSUED FOR BIDDINGA

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TROY A.

TALSMA

ENGINEER

No.

4" AWS

2"Ø

2"Ø

LPA

L P

A

4" AWS

3" AWS

BUSHING OR

REDUCER

10" DFT

ACCESS WALKWAY

18" W X 18" H

ALUMINUM SLIDE

GATE SUITABLE TO

OPEN DOWNWARD

1'-3" AND UPWARD 1'-6"

WITH 12" HAND WHEEL

SCREEN & SCREEN

GUIDE PER SHT

S8.1

STEM & NECK EXTENSION

GROUT & S.S.

HARDWARE PER GATE

MAKER'S

RECOMMENDATIONS

16" W X 18"

H OPENING

IE 614.50

SLIDE GATES SECTION

SCALE: 1/2" = 1'-0"

D

D8.1

TOP OF

BERM

GATE VALVE

W/VALVE BOX

LPA

PIPE CLAMP

SPIGOT

FLANGE

ACCESS WALKWAY

PER SHT S8.1

623.00 TYP

90 DEG. BEND

3" PVC OR HDPE BALL VALVE

C

D8.1

4" PVC BFV

D

D8.1

PIPING ELEVATION

SCALE: 1/2" = 1'-0"

C

D8.1

PIPING PLAN

SCALE: 1/2" = 1'-0"

D8.1

EL 624.00

620.00

TOW 617.00

EL 624.00 TOW

EL 623.00

10" DFT

IE 614.58

SANDED PVC

MANHOLE

ADAPTER

GROUT SLOPPED 3" IN

FRONT OF DRAIN AND

1" BOTH SIDES OF

DRAIN

TOW 617.00

ALUM. 10" SQ. NON-RISING

STEM SLUICE GATE WITH

EMBEDDED INVERT AND NUT

OPERATOR 6" BELOW TOW

12" HAND

WHEEL

LINER PIPE BOOTS

10" SQ

OPENING

IE 614.83

2" THREADED BRONZE

GLOBE VALVE WITH

HOSE ADAPTER

2" AIR HOSE

WITH ADAPTERS

2" AIR HOSE

SINGLE GRID

DIFFUSER AIR LIFT

L

I N

G

A

D

E

CLIC OR

HANGERLOK OR

SST OFFSET PIPE

CLAMPS TYPICAL

SLIDE GATE

CENTER

2.3% MINIMUM

1" INCREMENTS

LABLED WITH

ZERO AT CLOSED

POSITION

POSITION

INDICATOR

YOKE

1'-3"

1'-6"

TEE WRENCH

3'-0"

SLOPE 1%

10" DFT

SINGLE GRID

DIFFUSER AIR LIFT

SINGLE GRID

DIFFUSER AIR LIFT

4" AWS

SECURE HOSE TO

PUSH-ON ADAPTER

OF AIR LIFT WITH

SST HOSE CLAMP

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

1-ACRE POND

KETTLE PIPING

NONE

D8.1

D8.1.dwg

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

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N

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I

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E E

R

TROY A.

TALSMA

ENGINEER

No.

4" AWS SCH 80 PVC

2"Ø

2"Ø

LPA

L

P A

4" AWS

3" AWS

BUSHING

10" DFT

ACCESS WALKWAY

SCH 80 PVC

16" W X 18" H

ALUMINUM SLIDE

GATE SUITABLE TO

OPEN DOWNWARD

1'-3" AND UPWARD 1'-6"

WITH 12" HAND WHEEL

SCREEN & SCREEN

GUIDE PER SHT

S8.1

1" INCREMENTS

LABLED WITH

ZERO AT CLOSED

POSITION

POSITION

INDICATOR

STEM & NECK EXTENSION

GROUT & S.S.

HARDWARE PER GATE

MAKER'S

RECOMMENDATIONS

16" W X 18"

H OPENING

IE 614.50

YOKE

1'-3"

1'-6"

SLIDE GATES SECTION

SCALE: 1/2" = 1'-0"

D

D8.2

TOP OF

BERM

GATE VALVE

W/VALVE BOX

LPA

PIPE CLAMP

SPIGOT

FLANGE

ACCESS WALKWAY

PER SHT S8.1

623.00 TYP

90 DEG. BEND

3" PVC BALL VALVE

C

D8.2

4" PVC BFV

D

D8.2

PIPING ELEVATION

SCALE: 1/2" = 1'-0"

C

D8.2

PIPING PLAN

SCALE: 1/2" = 1'-0"

D8.2

EL 624.00

620.00

TOW 614.00

EL 624.00 TOW

EL 623.00

10" DFT

IE 611.58

SANDED PVC

MANHOLE

ADAPTER

GROUT SLOPPED 3" IN

FRONT OF DRAIN AND

1" BOTH SIDES OF

DRAIN

TOW 614.00

ALUM. 10" SQ. NON-RISING

STEM SLUICE GATE WITH

EMBEDDED INVERT AND NUT

OPERATOR 6" BELOW TOW

12" HAND

WHEEL

LINER PIPE BOOTS

TEE WRENCH

10" SQ

OPENING

IE 611.83

2" THREADED

BRONZE GLOBE

VALVE WITH

HOSE ADAPTER

TYP 2" AIR HOSE

WITH ADAPTERS

2" AIR

HOSE

SINGLE GRID

DIFFUSER AIR

LIFT (LOCATE

PER PLAN)

L

I N

G

A

D

E

SST OFFSET

PIPE CLAMPS

TYPICAL

SLIDE GATE CENTER

3'-0"

0.50% MINIMUM

SLOPE 1%

10" DFT

TYP 5/16 " EYED ANCHOR

EMBEDDED IN TOP OF WALL

CLAMP AIRLIFT

TO CABLE TWICE

GALV CABLE

(WIRE ROPE)

SINGLE GRID

DIFFUSER AIR LIFT

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

1/2-ACRE POND

KETTLE PIPING

NONE

D8.2

D8.2.dwg

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

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F

E

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N

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I

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E E

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TROY A.

TALSMA

ENGINEER

No.

15" SDR 35 BELLED PIPES PER 2/D8.3.

CAST DIRECTLY IN WALL WITH ADHESIVE

PIPE-TO-CONCRETE WATER-STOP

MID-WALL

6" AERATED

WATER SUPPLY

18"

DRN

TWO 15" SDR 35 BELLED

PIPES PER 1/D8.3. CAST

DIRECTLY IN WALL WITH

ADHESIVE

PIPE-TO-CONCRETE

WATER-STOP MID-WALL

6" AERATED

WATER SUPPLY

BURIED BUTTERFLY

VALVE

TEE WRENCH

IN VALVE BOX

2'-1"6'-2 1/2" 3'-8"

1'-10"

A

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

EXTERNAL POND

HARVEST KETTLE

PIPING

3/8"=1'

D8.3

D8.3.dwg

PLAN

SCALE: 3/8" = 1'-0"

A

SECTION

SCALE: 3/8" = 1'-0"

ELEVATION

SCALE: 3/8" = 1'-0"

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

S

T

A

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I

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H

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A

N

L I C

E

N

S

O

F

E

S S

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N

G

I

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E E

R

TROY A.

TALSMA

ENGINEER

No.

CONCRETE PAD

PER STRUCTURAL

SHEETS

LOW PRESSURE

AIR BLOWER LPA-2

EL TO BLOWER

INCREASE TO 3" LPA

FLEXIBLE

CONNECTOR

FULL PORT

BRONZE BALL

VALVE TYP

WYE

OFFSET TO BURIED &

CONTINUE 3" LPA PER

SITE PIPING PLAN

LOW

PRESSURE

AIR BLOWER

LPA-1

M

I N

M

A X

12" MIN

4'-0" MAX 3'-0" MIN 4'-0" MAX

12" MIN

13'-0" MIN

POWER & CONTROLS

PER ELECTRICAL SHEET

INTAKE

FILTER-SILENCER

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

POND BLOWERS

& PIPING DETAILS

D8.4

D8.4.dwg

CENTRAL BLOWER SHELTER PLAN

SCALE: 1/4" = 1'-0"

PROJECT NORTH

12/26/2018 PHASE 500 50% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

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I

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A

N

L I C

E

N

S

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F

E

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N

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I

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E E

R

TROY A.

TALSMA

ENGINEER

No.

6" FLAP GATE

4" REMOVABLE STANDPIPE

6" REMOVABLE STANDPIPE

6" REMOVABLE

STANDPIPE

OXY METERS SIMILAR

TO EAST ELEVATION

4"-HWS

1/2"-O2

6"-HWS

4"-HWS

4"-HWS

6"-WWN 6"-WWN

WATER METER

BBFVBBFV

3" BFV TWICE

WITH STEM HORIZ

6" IRON BFV TWICE

WITH STEM HORIZ

6"-WWN

LOCATE 14" AERATION

COLUMNS PER S9.2

TYP REMOVABLE

STANDPIPE TOP PER D9.2

TYP REMOVABLE

STANDPIPE

BOTTOM PER D9.2.

DO NOT GLUE

PVC COUPLING CAST

FLUSH IN SLAB WITH

ADHESIVE PIPE-TO-CONC

WATER-STOP MID SLAB

BBFV BBFV

WM-4

6" BFV'S WITH

STEMS HORIZ

14" AERATION

COLUMNS PER D9.212" AERATION

COLUMNS PER D9.2

1/2" OXY WALL

SUPPORTED

TYP OXY METER

(ON ALUMINUM

CLIP/BRACKET/ANG

LE) W/ ADAPTERS

TO 1/2" COPPER

PIPE

1/2" OXY

BRASS OR SST EL TYP

OXY HOSE TYP

1/2" OXY SUPPORTED

FROM RAILING TYP

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

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3/8" = 1'-0"

10052369

TERRA MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

D9.1

HEADTANK

944 S. State Highway M149 Manistique, MI 49854-8922

10052369_08_U_CENTRAL.RVT

- 3/8" = 1'-0"

1 PLAN

D4.1 3/8" = 1'-0"

2 HEADTANK SECTION

- 3/8" = 1'-0"

3 EAST ELEVATION

0 2'-0" 4'-0" 6'-0"

0 2'-0" 4'-0" 6'-0" 0 2'-0" 4'-0" 6'-0"

12/26/2018 PHASE 500 - 90% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

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ENGINEER

No.

1 1/2" THICK 5052 ALUMINUM PLATE

FOUR 3" LONG 2" DIA.

SCH 40 ALUMINUM

NIPPLES THROUGH TOP

EQUALLY SPACED ON 4

1/2" RADIUS NOT IN

PHASE WITH EL, EACH

WITH HAND TIGHTENED

PVC CAP

PLAN

1/4" DIA. SCH 40 ALUMINUM 5052

NIPPLE THROUGH TOP FOR

OXYGEN PIPING CONNECTION

SIDE SECTION

VACUUM TIGHT

WELDS ALL AROUND

THREE 3/16" THICK FULLY PERFORATED

5052 ALUMINUM PLATES WITH GASKETS

OR 1/2" THICK PERFORATED PVC PLATES

WITHOUT GASKETS. PERFORATIONS

SHALL BE 1/2" DIA. HOLES ON 11/16"

CENTERS, 40% OPEN. GASKETED PLATE

OD 1/4" LESS THAN COLUMN ID.

3/8" DIA. STAINLESS THREADED

RODS, THREE EQUALLY SPACED

TO HOLD PERFORATED PLATES

TOGETHER WITH 316 STAINLESS

FLAT WASHERS, LOCK WASHERS &

NUTS BOTH SIDES OF ALL PLATES

ONE OF THREE 3/16" THICK TABS

WELDED TO COLUMN FOR

PERFORATED PLATE ARRAY TO REST

ON

12" SCH 10 SST OR

SCH 40 ALUMINUM

5052 PIPE

1/4" THREADED SCH 40 ALUMINUM

NIPPLE THROUGH TOP WITH CAP

C-SHAPED GASKET ALL AROUND

VACUUM TIGHT WELDS ALL AROUND

3" SCH 40 ALUMINUM

FLANGE

VACUUM GAGE

WITH ISO COCK

OXYGEN HOSE WITH PIPE

ADAPTERS BOTH ENDS TO

COPPER RISERS AT

HEADTANK NORTH RAILING

(ONCE EACH COLUMN PAIR,

CAP OTHER COLUMN)

FLANGE & BLIND FLANGE

316 SS EYE BOLT

SST CHANNEL STRLUT ANCHORED

TO WALL AND SST CHANNEL STRUT

PIPE CLAMP MANUFACTURER

DESIGNED FOR VERT LOAD

SST MARINE HANGER SECURED

TO HEADBOX RAILING

2 1/2"

TOP VIEW

SIDE VIEW

MOUNTING TABS

PLAN VIEW

PERFORATED

PLATE ARRAY NOT

SHOWN THIS VIEW

316 SS OR 5052

ALUMINUM FLANGE &

BLIND FLANGE

C-SHAPED GASKET

ALL AROUND

3/8" DIA. 316 STAINLESS

THREADED RODS, THREE

EQUALLY SPACED TO HOLD

PERFORATED PLATES

TOGETHER WITH STAINLESS

FLAT WASHERS, LOCK

WASHERS & NUTS BOTH

SIDES OF ALL PLATES

ONE OF FOUR WELDED

MOUNTING TABS, SEE TAB

PLAN VIEW. 1/4" PLATE

COORDINATED WITH

WORK ON SHEET S9.02.

STAINLESS LIFTING EYE

3" DIA. SCH 40 ALUMINUM OR

316 SS PIPE NIPPLE THRU TOP

WITH HAND TIGHTENED

THREADED PVC CAPS,

TYPICAL FOR FOUR

ANSI CLASS 75 OR HEAVIER

BOLT CIRCLE, FLANGE O.D. &

BOLT SIZE (ONLY HALF OF ANSI

BOLT & HOLE QUANTITY REQ'D)

(26 BOLTS OF 52 REQ'D IF

CLASS 75)

ANSI CLASS 125 FLANGE

1/4" DIA. SCH 40 ALUMINUM

OR 316 SS FEMALE

THREADED COUPLING

THROUGH TOP FOR VACUUM

GAGE

1/4" DIA. SCH 40

ALUMINUM OR 316 SS

FEMALE THREADED

COUPLING THROUGH TOP

FOR OXYGEN INJECTION

THREE 1/4" THICK 5052

ALUM FULLY PERFORATED

PLATES WITH GASKETS OR

1/2" THICK PERFORATED

PVC PLATES WITHOUT

GASKETS. PLATES OD 1/4"

LESS THAN COLUMN ID.

PERFORATIONS SHALL BE

1/2" DIA. HOLES ON 11/16"

CENTERS, 48% OPEN.

316 SS SCH 10 PIPE OR

3/16" THICK 5052

ALUMINUM PLATE

ROLLED AND WELDED

VACUUM TIGHT

/2

4"

WATER IN, 6" DIA.

SCH 40 OR 316 SS

T.O.W.

1 1/2" FRP DECK

VACUUM GAGE AND

ISOLATION COCK

OXYGEN HOSE W/PIPE

ADAPTERS BOTH

ENDS TO COPPER

RISERS AT HEADTANK

NORTH RAILING

(CONNECT OXY TO

ONE COLUMN & CAP

OTHER COLUMN)

13.5 MIN ID

13.6 MAX ID

3 1/2"

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

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As indicated

10052369

TERRA MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

D9.2

HEADTANK PIPING DETAILS

944 S. State Highway M149 Manistique, MI 49854-8922

10052369_08_U_CENTRAL.RVT

1 1/2" = 1'-0"

12" DIA AERATION COLUMNS (TWO OF EACH REQ'D)

3/4" = 1'-0"

14" AERATION COLUMN (2 REQUIRED)

0 6" 1'-0" 1'-6" 0 1'-0" 2'-0" 3'-0"

APPROX

APPROX

02/20/2019 ISSUED FOR BIDDINGA

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ENGINEER

No.

PE

1000 GAL UL 2085 DIESEL TANK 39"

MAX HEIGHT INCLUSIVE OF INTEGRAL

RAIL SUPPORT & RAILS MUST LAND

FULLY ON 10'-8" LONG PAD.

FUEL GAGE

INTERSTITIAL VENT

PRIMARY VENT

ENGINE SUPPLY

LINE W/DROP TUBE

LOW LEVEL FLOAT SWITCH

FILL PORT W/CAP & SPILL BOX W/LID

TURN UP &

ADAPT TO

FUEL HOSES

TRANSITIONAL

DUCT WITH ACCESS

PANELS ON SIDES

M

D

M

D

TYP ELS CLOSE OVER TANK

INTERSTITIAL

LEAK DETECTOR

8'-4" X 10'-8" EXISTING CONC SLAB

PENETRATIONS

WEATHERTIGHT WITH SST

ESCUTCHIONS OUTSIDE

EXIST BLOCK WALL

ADD TWO 30" X 84"

INSULATED DAMPERS

BEHIND EXISTING LOUVER

DUCT FLEX

CONNECTOR

120 VOLT SPRING OPEN

DAMPER MOTOR EA

INSULATED DAMPER

1/2" 304 SST SCH 80

STEEL FUEL PIPING

APPRX 18" AFF

FIRE RATED FUSIBLE LINK

VALVE ON FUEL SUPPLY

SCH 40 STEEL PIPING

OFFSET AND WELDED OR

FLANGE ADAPTED TO 4"

STEEL UP THROUGH ROOF

REMOVE 4" STEEL WYE & PROVIDE SINGLE

RUN OF SCH 40 SST PIPING IN ITS PLACE

CUT OFF EXIST 4" STEEL ABOVE

FLASHING ABOVE 11 FT HIGH CONCRETE

ROOF & ADD FLANGE ADAPTER & FLANGE

TO 304 SST 4" SCH 40 PIPE

SST FLEXIBLE

BELLOWS

CONNECTION

TO ENGINE

GENERATOR PER SHEET E2.2

REPLACE SILENCER ATOP ROOF

WITH SILENCER WITH 304 SST OUTER

CUT OFF EXIST 4" STEEL

ABOVE FLASHING ABOVE

CONCRETE ROOF & CAP PIPE

SECURE REPLACEMENT SILENCER

TO EXISTING SILENCER SUPPORTS

EXIST CONC PAD PROTRUDES 8"

HIGH AND IS APPRX 3'-10" X 10'-9"

EXISTING SIDEWALK

EXIST TURF

REMOVE EXISTING FOUNDATION &

MASONRY WALL FLUSH TO SLAB SO

WATER DRAINS OFF, ALSO REMOVE

WOOD STRUCTURE WITH TIN ROOF AND

1000 GAL STEEL FUEL TANK AND SALVAGE

DISPENSING PUMP.

GENERATOR PER SHEET E2.2

304 SST ANGLE CUT

SCH 40 OUTLET PIPE

GENERATOR AIDS

1/2"=1'

M2.1

M2.1.dwg

M2.1

GENERATOR ROOM PLAN

SCALE: 1/2" = 1'-0"

B

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4321 5

4321 5

B

A

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D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

THIS ENTIRE SHEET INVOLVES

WORK ASSOCIATED WITH

DEDUCTIVE ALTERNATE #3

02/20/2019 ISSUED FOR BIDDINGA

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TALSMA

ENGINEER

No.

6201067799

C p w w o r k i n g c e n t r a l d

M d w g

L a y o u t

P

M

L

T R

A V

I

20"x8"

"x

8 FT AFF

F

T A

F F

8' AFF

HRV-1

IE 7.7' AFF

MOTORIZED

DAMPER D-1 &

INTAKE LOUVER L-1

TITUS 350ZF CFM RETURN

GRILL WITH OPPOSED BLADE

DAMPER AT UNIT APPRX 9' AFF

H H

H

CHL-1

CHL-2

CHILLER

CHILLER

BOILER

BOILER

COMMERCIAL GAS FIRED

120 GAL WATER HEATER

EUH-4

EUH-2

8' AFF

VERT

GUH-1

IE 7' AFF

IE 7' AFF

GUH-2

/2

G

C L

.8

B1

B2

H

H

16/16 INTAKE

LOUVER & DAMPER

32" AFF

D-3 & L-3

6"ø

CL 108.08

6"ø

CL 109.58

6"ø

CL 108.08

6"ø

CL 108.92

6"ø

CL 108.92

INTAKE

WALL CAP

INTAKE CAP

CL 108.08

ELBOW DOWN WITH

HRV SUPPLY DIFFUSER

EWH-1

EXHAUST

WALL CAP

CL 109.58

HRV-2

92" AFF

HRV-3

92" AFF

EWH-2

H

CL 9' AFF

EXHAUST

WALL CAP

6" DIA DUCT TO

EXHAUST WALL

CAP CL 8.33' AFF

EF-3

H

8' AFF

EUH-3

T

IL

T

EUH-1

H

MD

EF-1

8' AFF HORIZ

EXHAUST

WALL CAP

CL 109.58

12' AFF EXHAUST

WALL CAP

EF-4

8"x8"

8x8 DUCT & 8x8

EXHAUST WALL

CAP CL 8.33 AFF

6"ø

6"ø

CL 112.00

6"ø

MAU-1

W/6"ø DUCT

7.2' AFF

W/6"ø DUCT

7.2' AFF

DUCT

FROM

ATTIC

MAU-2

W/6"ø DUCT

7.2' AFF

EF-2

H

INTAKE CAP

6"ø

CL 108.08

6" OD CONCENTRIC

VENT KIT 12' AFF

WATER HEATER

CONCENTRIC VENT

KIT 8' AFF

6" OD CONCENTRIC

VENT KIT 12' AFF

3"

FLU

3" FLU

6"ø

CL 108.08

6"ø

CL 112.00

TITUS 300F

ADJUSTABLE TWO-

WAY SUPPLY GRILL

WITH OPPOSED

BLADE DAMPER

FOR 20/8 DUCT

TRANSITION

TRANSITION

D-2 MOTORIZED

DAMPER & L-2

"x

M D

F

T A

F F

3/4"-G

CL 108.80

1"-G

CL 102.80

G

B

U R

Y

CONTINUE

PER SHT D1.4

MBH 2ND STAGE

PROPANE REGULATOR

SET FOR 13 INCHES

WC WITH VENT 3'

FROM DOOR

3/4"-G

CL 108.80

1"-G

CL 102.80

3/4"-G

CL 108.80

MD

1 2 3 4 5

D

C

B

A

D

C

B

A

CIVIL ENGINEER

STRUCTURAL ENGINEER

ARCHITECT

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

JOHN TABOR

TROY TALSMA

RICHARD SCHMUDDE

PROJECT NUMBER

PROJECT MANAGER

ORIGINAL ISSUE

PROJECT FOR

File No. 751/16262.JAG Index Nos. 11856 & 83340

MARK DATE DESCRIPTION

SHEET NAME

SCALE

SHEET NUMBER

FILE NAME

1 2 3 4 5

STATE OF MICHIGAN

DNR - FISHERIES DIVISION

06/15/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

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1/4" = 1'-0"

10052369

TERRA MCPARLAND

THOMPSON STATE

FISH HATCHERY

NEW COOL WATER FACILITY AND

STEELHEAD FACILITY UPGRADES

M4.1

COOL WATER BUILDING

HEAT & VENT PLAN

944 S. State Highway M149 Manistique, MI 49854-8922

10052369_08_U_CENTRAL.RVT

1/4" = 1'-0"

HEAT & VENT PLAN

NOTE:

FINISH FLOOR ELEV DESIGNATED AT

EL 100.00. SEE D 1.2 FOR ACTULAL

FINISHED FLOOR ELEVATION.

0 2'-0" 4'-0" 8'-0"

12/26/2018 PHASE 500 - 90% RESUBMITTAL

02/20/2019 ISSUED FOR BIDDINGA

2/21/2019

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ENGINEER

No.

AIR FLOW

WALL PER

BUILDING DRAWINGS

INSULATED DAMPER

DAMPER MOTOR

DIRECTLY COUPLED

TO LINKAGE THRU

SIDE OF ASSEMBLY

BIRD SCREEN

SILL TRIM

54" AFF

WEATHER

TIGHT SEAL

ALL AROUND

DRAINABLE

BLADE LOUVER

HEAD TRIM

GROUND JOINT

UNION

HEAVY GAUGE STRUT,

ATTACH TO NOT LESS THAN

TWO TRUSSES

ADJUSTABLE LOUVER

UNLESS NOZZLE

SCHEDULED

UNIT

HEATER

SEE VENT DETAIL

2/M-2

DUCT WRAP OR

RIGID INSULATION

UNIT

HEATER

COMBUSTION AIR

3" VENT PIPE

CONCENTRIC

ADAPTER BOX

THIMBLE

WALL PER

BUILDING

SHEETS

16" TO 24"

VENT PIPE

PITCH TO DRAIN

INLET AIR

GUARD

SCREENED

EXHAUST

VENT CAP

COMBUSTION AIR

PIPE - PITCH TO

DRAIN

PROPANE UNIT HEATER SCHEDULE

MARK GUH-1

BTUH INPUT MINIMUM

30,000

AFUE 83

VOLTS 120

PHASE 1

FULL LOAD AMPS 1.9

MOCP (AMPS)

TEMPERATURE RISE (°F)

BLOWER (HP)

0.03

MOUNTING HEIGHT (FT)

THROW 50 FPM DISTANCE 26 FT

WEIGHT (LB)

ACCESSORIES 1 - 4

REZNOR MODEL # UDAS-30

ACCESSORIES:

1. BUILT-IN DISCONNECT

2. 24 VOLT TRANSFORMER

3. HORIZ. AIR/VENT KIT, INCL. CONCENTRIC ADAPTER

LOUVER SCHEDULE

MARK L-1

M A

N U

F

RUSKIN ELF-6375DX

GREENHECK ESD-635

SIZE NOMINAL 32" x 16"

PATTERN

6" DEEP

DRAINABLE

LOUVER

FRAME FLUSH

FINISH BY ARCHITECT

MATERIAL ALUMINUM

ACCESSORIES

1, 2

ACCESSORIES

1. INSECT SCREEN ON OUTSIDE FACE OF LOUVER

2. THERMALLLY BROKE FRAME INSULATED

DAMPER WITH MOTOR ACTUATOR

3. BIRD SCREEN ON INSIDE FACE OF LOUVER

SCHEDULE OF DAMPERS

MARK D-1

ASSOCIATED EQUIPMENT L-1

DAMPER TYPE CONTROL

BLADE ACTION OPPOSED

WIDTH (IN) NOMINAL

HEIGHT (IN) NOMINAL

A C

T U

A T

O R

OPERATOR MOTOR

OPERATOR VOLTAGE (VAC)

OPENING FORCE POWER

CLOSING FORCE SPRING

FAIL POSITION CLOSED

M A

N U

F

TAMCO 9000 ECT

GREENHECK ICD45

HEAVY GAGE GALVANIZED

STEEL OR DUCT WITH

ACCESS PANEL

CEILING

BOTTOM CORD OF

WOOD TRUSS

D-2

L-2

CONTROL

OPPOSED

MOTOR

POWER

SPRING

CLOSED

9000 ECT

STERLING MODEL # GG 30

GUH-2

30,000

2.4

0.03

26 FT

1 - 4

UDAS-30

GG 30

SLOPE

"/FT

D-3

L-3

9000 ECT

ICD45 ICD45

MOTOR

POWER

SPRING

CLOSED

CONTROL

OPPOSED

L-2 L-3

ELF-6375DX ELF-6375DX

ESD-635 ESD-635

32" x 16" 16" x 16"

6" DEEP

DRAINABLE

LOUVER

FLUSH

BY ARCHITECT

ALUMINUM

6" DEEP

DRAINABLE

LOUVER

FLUSH

BY ARCHITECT

ALUMINUM

2, 3 1, 2

SUPPORT STRUT TO JOISTS

BEHIND CEILING PER HRV

MAKER INSTRUCTIONS &

SIMILAR TO UNIT HEATER

DETAIL

RETURN

SUPPLY AIR

HRV-1

OUTSIDE AIR

EXHAUST

TYP DUCT

TURN CONDENSATION PIPING TO WALL

TYP FLEX CONNECTOR

LOUVER & DAMPER

NOT TO SCALE

VENTING DETAIL

NOT TO SCALE

GAS FIRED UNIT HEATER

NOT TO SCALE

TYP HEAT RECOVERY VENTILATOR SIDE VIEW

NOT TO SCALE

B

A

C

D

4321 5

4321 5

B

A

C

D

PROJECT FOR

SCALE

SHEET NAME

SHEET NUMBER

DESCRIPTIONDATEMARK

PROJECT NUMBER

ORIGINAL ISSUE

FILE NAME

TERRA MCPARLAND

10052369

MICHIGAN DNR

FISHERIES DIVISION

THOMPSON STATE

FISH HATCHERY

944 S. State Highway M149

Manistique, MI 49854-8922

File No. 751/16262.JAG

Index Nos. 11856 & 83340

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

RICHARD DIRKS

BRUCE BRADLEY

PJ DAUGHTON

TROY TALSMA

RICHARD SCHMUDDE

RENOVATE AND CONSTRUCT

PROJECT MANAGER

ARCHITECT

NEW COOL WATER FACILITY

06/05/2018 PHASE 400 50% SUBMITTAL

08/14/2018 PHASE 400 90% SUBMITTAL

10/15/2018 PHASE 500 50% SUBMITTAL

12/17/2018 PHASE 500 90% SUBMITTAL

COOL WATER

BUILDING HEAT & VENT

SCHEDULES & DETAILS

NONE

M4.2

M4.2.dwg

02/20/2019 ISSUED FOR BIDDINGA

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ENGINEER

No.

Sheets and Views
D1.1 - Layout
D1.2 - Plot
D1.3 - Layout1
D1.4 - Layout
D1.5 - Layout
D3.1 - Layout
D3.2 - Layout
D3.3 - Layout

File details come from the government source that posted it. Updated .