2_OF_2_ROZA_FISH_SCREENS_FOR_INFORMATION_ONLY_DRAWINGS.pdf

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Operator's p/afform

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SPREADER BAR DETAIL

NOTES

All dimensions are given In -feet and Inches.

except as noted.

Handral IS shat I be 42 high with 6-lnch-hlgh toeplate.

REFERENCE DRAWINGS

FISH SCREEN STRUCTURE

PLAN, DETAIL - BAY NO. f __________ :,:,-D--;ff07

PLAN0 DETAIL - BAY NO. 2,:J, AND 4-_____ :,:,-D--;fJOB

PLAN, DETAIL - BAY NO. 5 __________ :J:J-D-ft09

MISCELLANEOUS METALWORK - FRAMES, COVERS,

PLATES, AND ANCHOR BOLTS __________ :,:,-D--;f/66

ROTARY ORI.Ill SCREENS - INSTALLATION, SECTIONS, AND DETAILS...... ___________ :,:,-D--;fz4g

� ALWAYS THINK SAF-ETY

UNITED STATES

DEPARTMENT OF THE JN�/01'

BUREAU OF RECLAMATION

YAKIMA PROJECT-WASHINGTON

FISH PASSAGE AND PROTECTIVE FACILITIES

ROZA DIVERSION D.IW

FISH SCREEN STRUCTURE

15-TON TRAVELING GANTRY CRANE

DENYER.COLORADO OCT. :1. 1g15 3 3 D 407 3

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COVER SHEET

VICINITY, LOCATION

MAPS, OVERVIEW,

SHEET INDEX

BOISE, ID 2019-10-24

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DESIGNED

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BENJAMIN TAYLOR

JAY HOVDE

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1. See Specification Division 51 for approach and service bridge load ratings.

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BENJAMIN TAYLOR

LINDY JOHNSON Digitally signed by LINDY JOHNSON Date: 2019.10.25 12:26:42 -06'00' mbergstrom Line mbergstrom Line mbergstrom

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ELECTRICAL EQUIPMENT

FOUNDATIONS

DESIGN DATA

BOISE, ID 2019-10-24

1. ASCE 113, "Substation Structure Design Guide", 2008.

2. IEEE Std 693 "IEEE Recommended Practice for Seismic Design of Substations,"

2018.

3. IEEE Std 980 "IEEE Guide for Containment and Control of Oil Spills in

Substations," 2013.

4. NFPA 850, "Recommended Practice for Fire Protection of Electric Generating

Plants and High Voltage Direct Current Converter Stations," 2015

DESIGN STANDARD

IEEE 980 "IEEE Guide for Containment and Control of Oil Spills in Substations."

DESIGN METHOD

Sizing criteria: see Table 1 Storm volume and flow: Rational method

NOTES

1. Storm intensity values derived from WSDOT Hydraulics Manual for

Yakima area

STABILITY ANALYSIS

1.0W + 1.0D 1.0E + 1.0D

FOUNDATION AND ANCHORAGE

U = 1.1(D) + 1.2(W)(IFW)+0.75(SC) + 1.1(TW)

U = 1.1(D) + 1.2(IW)(IFI) + 1.2(WI)(IFIW) + 0.75(SC) + 1.1(TW)

U = 1.1(D) + 1.0(SC) + 1.1 (TW)

U = 1.1(D) + 1.25(E)(IFE) + 0.75(SC) + 1.1 (TW)

U = 1.6(L)

NOTES

1. For electrical equipment foundations, refer to ASCE 113-08, Table 3-17 for loads, load factors, importance factors, and load combinations.

2. Where D reduces the effect of other loads, 0.9(D) is substituted for

1.1(D).

DESIGN STANDARD

1. ACI 318-08 "Building Code Requirements for Structural Concrete"

Appendix D

2. ASCE 113 "Substation Structure Design Guide" 2008

DESIGN METHOD

Strength design using factored loads from ASCE 113 Nominal strength of steel anchors determined per ASCE 113 Nominal concrete breakout strength determined per ACI 318, Appendix D

MATERIALS

Anchor bolts - ASTM F 1554, Grade 36 - cast-in-place

E = earthquake load, lateral or vertical force applied at center of gravity

Fp_h, lateral earthquake force (0.25) * Ip * Wp Fp_v, vertical earthquake force 0.2 * Wp Wp, effective seismic weight of equipment, see equipment table Ip, importance factor for earthquake loads 2

NOTES

1. The seismic analysis and design of electrical equipment foundations is based on IEEE 693-2005 for equipment with seismic qualification level = moderate.

Table 1 - Oil Containment Sizing Criteria Feature Sizing Criteria

Containment area gravels

Sized to retain the greater of the peak storm runoff or the largest volume of hazardous material in single piece of equipment

Oil separator vault

Sized to retain largest volume of hazardous material in single piece of equipment and sized to remove oil from water quality storm Seepage bed Sized to retain peak storm runoff

Table 2 - Design Storm Information Storm description Peak Storm Water quality storm

Recurrence, duration 50 yr, 1 hr 6 month, 24 hr Intensity (in/hr) 3.78 0.0625 Storm flow (cfs) 0.1870 0.003 (1.4 gpm)

Storm volume (cf) 676 268

Table 3 - API-style Oil Separator Design Criteria

Oil rise rate 0.033 ft/min Design flow (2x water quality storm) 2.8 gpm

Minimum vault liquid depth 4.66 Ft

Minimum vault width 4.33 Ft

Turbulence factor 1.3700 Minimum length of separator section 3.59 Ft

Minimum volume of separator 542 gallons

W = Extreme wind load = (Q)(kz)(V2)(IFW)(GRF)(C'f)(A)

Q, air density factor 0.00256 V, basic wind velocity, 3-second gust 85 mph IFW, importance factor for wind 1.0 kz, terrain exposure coeff. 0.85 Grf, gust response factor 0.85 Exposure category C

Aspect ratio (length/width of average members) <4 c, aspect ratio correction factor 0.6 Cf, force coefficient for wind on square structure 2 C'f, corrected force coefficient (c)(Cf) A, projected wind surface area normal to wind see table

For equipment:

IW = Ice loads

IFI, ice importance factor 1.0 Weight of ice on equipment use 100% of equipment weight

WI = Combined wind with ice

V, wind speed (for combined wind and ice) 40 mph IFIW, combined wind with ice importance factor 1.0

SC = short-circuit load

Not applied because equipment is non-wired

Tw = horizontal wire tension

Not applied because equipment is non-wired

1. Foundation pressures computed from stability analyses are treated as live loads.

Table 4 - Electrical Equipment Description Design Size (LxWxH) Design Weight

XFMR 6.5' x 10' x 6.25' 8500 lbs MCCB 5' x 5.08' x 7.5' 987 lbs ATS 2.33 x 1.67' x 4.83' 290 lbs

Engine generator* 13.33' x 3.5' x 6' 3179 lbs

Fuel tank* 15.33' x 3.5' x 4.17' 10298 lbs wet, 7278 lbs dry

*Engine generator will be mounted on top of fuel tank.

Allowable bearing capacity 2000 psf Sliding coefficient 0.25

DESIGN STANDARDS

1. American Concrete Institute (ACI) 318-08, "Building Code

Requirements for Structural Concrete."

MATERIALS

Per Specification Section 03 30 00 - Cast-in-place Concrete:

28 day compressive strength (f'c) = 4,500 lb/in2

Per Specification Section 03 20 00 - Concrete Reinforcing:

Minimum yield strength (fy) = 60,000 lb/in2

MINIMUM SHRINKAGE AND TEMPERATURE REINFORCEMENT

In accordance with ACI 318-08.

CONCRETE EXPOSURE CLASSIFICATION

Feature

Exposure class

F, freezing and thawing S, Sulfate P, Requiring low permeability C, Corrosion

Foundations, site concrete F1 S0 P0 C1

D = Dead loads

Concrete 150 lb/ft3 Equipment actual weight, see Table

L = Live loads

BENJAMIN TAYLOR

LINDY JOHNSON Digitally signed by LINDY JOHNSON Date: 2019.10.25 12:27:17 -06'00' mbergstrom Text Box

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DETAILS

BOISE, ID 2019-10-24

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GRADING AND LAYOUT,

DRAINAGE, LOCATION

PLANS

BOISE, ID 2019-10-24

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H A M

B

ER

A N

D M

A N

H O

LE

S

BE

N

JA

M

IN

TA

YL

O

R D ig ita lly s ig ne d by

B

EN

JA

O R

D at e:

0.

.2

:4 7:

mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

LAR M TA IOCE N

C A D

S

YS

TE

M

A ut oC A D

3.

0s C A D

F

IL

EN

A M

E

-1

-6

E B G

P

PL

A N

A N

D S

EC

TI

O

N S .D

W G

LA

S T

S A V

ED

D A

TE

-1 0-

LA

S T

S A V

ED

B Y

M B

ER

G S

TR

O M

YA

K

IM

PR

O

JE

C T

R O

Z A D

IV

IS

IO

N

R O

Z A D

IV

ER

S

IO

N D

A M

FI

S H

S C R

EE

N E

LE

C

TR

IC

A L

S U

PP

O

R T

FOUNDATION A, B

PLAN, SECTIONS,

DETAILS

BOISE, IDAHO 2019-10-24

SCALE OF FEET

1 0 1 42 3 5

SCALE OF FEET

1 0 1 42 3 5

SCALE OF FEET

1 0 1 42 3 5

SCALE OF FEET

1 0 1 42 3 5

BENJAMIN TAYLOR

LINDY JOHNSON Digitally signed by LINDY JOHNSON Date: 2019.10.25 12:28:56 -06'00' mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

LAR M TA IOCE N

C A D

S

YS

TE

M

A ut oC A D

3.

0s C A D

F

IL

EN

A M

E

-1

-6

E B G

P

S

EC

TI

O

N S A

N D

D

ET

A

IL

S .D

W G

LA

S T

S A V

ED

D A

TE

-1 0-

LA

S T

S A V

ED

B Y

M B

ER

G S

TR

O M

YA

K

IM

A P

R O

JE

C T

R O

Z A D

IV

IS

IO

N

R O

Z A D

IV

ER

S

IO

N D

A M

FI

S H

S C R

EE

N E

LE

C

TR

IC

A L

S U

PP

O

R T

FOUNDATION A, B

SECTIONS & DETAILS

BOISE, IDAHO 2019-10-24

1SCALE OF INCHES

0 3 6 9 12

BENJAMIN TAYLOR

LINDY JOHNSON Digitally signed by LINDY JOHNSON Date: 2019.10.25 12:29:32 -06'00' mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line

WELL

CAP

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

LAR M TA IOCE N

C A D

S

YS

TE

M

A ut oC A D

3.

0s C A D

F

IL

EN

A M

E

-1

-6

R

EV

O

IL

S

EP

ER

A

TO

R .D

W G

LA

S T

S A V

ED

D A

TE

-0 1-

LA

S T

S A V

ED

B Y

M B

ER

G S

TR

O M

YA

K

IM

A P

R O

JE

C T

R O

Z A D

IV

IS

IO

N

R O

Z A D

IV

ER

S

IO

N D

A M

FI

S H

S C R

EE

N E

LE

C

TR

IC

A L

S U

PP

O

R T

OIL SEPARATOR VAULT,

SEEPAGE BED

PLAN, SECTIONS,

DETAILS

BOISE, IDAHO 2019-10-24

SCALE OF FEET

1 0 1 2 3 4 5

SCALE OF FEET

1 0 1 2 3 4 5

SCALE OF FEET

SCALE OF FEET

1 0 1 42 3 5

-2 4-

A D

D

ED

C

IP

C O

N C R

ET

E, E

M B

EE

D

ED

D O

W

EL

S A N

D O

B S

ER

V A

TI

O N

W

EL

L D

ET

A

IL

R

EM

O V

ED

S

EE

PA

G

E B

ED

D

ET

A

IL

BE

N

JA

M

IN

TA

YL

O R

D ig ita lly s ig ne d by B

EN

JA

O

R D at e:

0.

.2

:5

0:

mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL - PROGRAM MANGER

A

LW

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

LAR M TA IOCE N

C A D

S

YS

TE

M

A ut oC A D

3.

0S

LM

S T

EC

H

C A D

F

IL

EN

A M

E

-1

-6

R A M

P.

D

W G

LA

S T

S A V

ED

D A

TE

-1 0-

LA

S T

S A V

ED

B Y

M B

ER

G S

TR

O M

YA

K

IM

A P

R O

JE

C T

R O

Z A D

IV

IS

IO

N

R O

Z A D

IV

ER

S

IO

N D

A M

FI

S H

S C R

EE

N E

LE

C

TR

IC

A L

S U

PP

O

R T

ACCESS RAMP

PLANS, SECTIONS,

DETAILS

BOISE, IDAHO 2019-10-24

SCALE OF FEET

21 0 1 3 4 5 6 7 8

12'-0"

13'-0"

6" 5'-0" 2'-0" 5'-0"

6" min., 8" max.

1'-0"

1'-0"

6"

6"

6"

1'-0"

1'-6"

#5 cont.

#5 cont.

#5 cont.

DETAIL 1

FG, see Note 1 Match OG

Geomembrane Drain rock

Cast-in-place concrete

Undisturbed native or compacted backfill Compacted backfill

SCALE OF FEET

1 0 1 42 3 5

NOTES

1. For ramp location and grading, see drawing (-60597).

2. For general notes and minimum requirements for detailing reinforcement, see drawings 40-D-60003 and 40-D-60004.

Geomembrane extents

Cast-in-place concrete

LEGEND

#5 @ 1-0, ew

#4 bar

#5 cont.

#5 cont.

#4 bar

SCALE OF FEET

SCALE OF FEET

21 0 1 3 4 5 6 7 8 SCALE OF FEET

1 0 1 42 3 5

SCALE OF FEET

FG, see Note 1

Geomembrane

Cast-in-place concrete

Undisturbed native or compacted backfill

Drain rock

Liner batten, see Detail 1 (-60599)

SCALE OF FEET

21 0 1 3 4 5 6 7 8

CL Berm and Ramp

Thickened edge, typical

FG El. 1225.0'

Liner batten, see Detail 1 (-60599)

BENJAMIN TAYLOR

LINDY JOHNSON Digitally signed by LINDY JOHNSON Date: 2019.10.25 12:30:06 -06'00' mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

LAR M TA IOCE N

C A D

S

YS

TE

M

A ut oC A D

3.

0s C A D

F

IL

EN

A M

E

-1

-6

T

H R U

3-

0-

(9

0%

FI

N A L)

E

LE

C

TR

IC

A L.

D W

G

LA

S T

S A V

ED

D A

TE

-1 0-

LA

S T

S A V

ED

B Y

M B

ER

G S

TR

O M

YA

K

IM

A P

R O

JE

C T

R O

Z A D

IV

IS

IO

N

R O

Z A D

IV

ER

S

IO

N D

A M

FI

S H

S C R

EE

N E

LE

C

TR

IC

A L

S U

PP

O

R T

ELECTRICAL

DETAILS

BOISE, ID 2019-10-24

WESLEY JOHNSON Digitally signed by WESLEY JOHNSON Date: 2019.10.28 08:46:15 -06'00'

JASON TUCKER Digitally signed by JASON TUCKER Date: 2019.10.31 16:33:46 -06'00' mbergstrom Line mbergstrom Line mbergstrom

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

LAR M TA IOCE N

C A D

S

YS

TE

M

A ut oC A D

3.

0s C A D

F

IL

EN

A M

E

-1

-6

T

H R U

3-

0-

(9

0%

FI

N A L)

E

LE

C

TR

IC

A L.

D W

G

LA

S T

S A V

ED

D A

TE

-1 0-

LA

S T

S A V

ED

B Y

M B

ER

G S

TR

O M

YA

K

IM

A P

R O

JE

C T

R O

Z A D

IV

IS

IO

N

R O

Z A D

IV

ER

S

IO

N D

A M

FI

S H

S C R

EE

N E

LE

C

TR

IC

A L

S U

PP

O

R T

ELECTRICAL

SECTION AND DETAILS

BOISE, ID 2019-10-24

WESLEY JOHNSON Digitally signed by WESLEY JOHNSON Date: 2019.10.28 08:47:17 -06'00'

JASON TUCKER Digitally signed by JASON TUCKER Date: 2019.10.31 16:34:38 -06'00' mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line

A

YS

T H

IN

K

S A

FE

TY

SHEET

D

C

B

A

D

C

B

A

B U

R

EA

U O

F R

EC

LA

M

A

TI

O N

U .S

D

EP

A R

TM

EN

T

O F

TH

E

IN

TE

R

IO

R

LAR M TA IOCE N

C A D

S

YS

TE

M

A ut oC A D

3.

0s C A D

F

IL

EN

A M

E

-1

-6

T

H R U

3-

0-

(9

0%

FI

N A L)

E

LE

C

TR

IC

A L.

D W

G

LA

S T

S A V

ED

D A

TE

-1 0-

LA

S T

S A V

ED

B Y

M B

ER

G S

TR

O M

YA

K

IM

A P

R O

JE

C T

R O

Z A D

IV

IS

IO

N

R O

Z A D

IV

ER

S

IO

N D

A M

FI

S H

S C R

EE

N E

LE

C

TR

IC

A L

S U

PP

O

R T

ELECTRICAL

CIRCUIT

BOISE, ID 2019-10-24

WESLEY JOHNSON Digitally signed by WESLEY JOHNSON Date: 2019.10.28 08:48:11 -06'00'

JASON TUCKER Digitally signed by JASON TUCKER Date: 2019.10.31 16:35:45 -06'00' mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line

PRELIMINARY

ISI DESIGN

ALL DIMENSIONS IN INCHES UNLESS NOTED

Designs are property of INTAKE SCREENS INC;

and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

ROZA

TRACK ASSEMBLY

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-B

MASS

23132.9 lbmass

K-FACTOR USED

REV DESCRIPTION DATE APPROVED

DO NOT

AUTO-RADIUS

ANY CUTS ON

LASER-CUTTING

OPENING

SCREEN SEAL

COVER PLATES

WINCH ROLLERS

WINCH

RAISED SCREEN LOCK

TRACK

ISOMETRIC VIEW

SIDE VIEW

FRONT VIEW

TOP VIEW

PRELIMINARY DESIGN

CENTER OF

GRAVITY

GATE ACTUATOR

(NOT SHOWN)

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 6 OF 36 mbergstrom Line mbergstrom Line mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom

I-1

SECTION A-A

and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

TRACK ASSEMBLY

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-B

MASS

23132.9 lbmass

K-FACTOR USED

WELDED EMBEDMENTS

WINCH COVER

GATE

BACK VIEW

ANCHOR EMBEDMENTS

ISOMETRIC VIEW

W24 × 84 304 SS

LASER-FUSED BEAM

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 7 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line mbergstrom Line mbergstrom

I-2 and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

ROZA

SCREEN

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-SCREEN

MASS

14321.7 lbmass

K-FACTOR USED

REV DESCRIPTION DATE APPROVED

DO NOT

AUTO-RADIUS

ANY CUTS ON

LASER-CUTTING

126 96

ISI T96-126EA

ALL FABRICATED COMPONENTS: 304 SS

DRIVE SYSTEM: FULLY SEALED, EPOXY COATED CARBON STEEL

96" DIA, 126" LONG CYLINDERS

WEDGEWIRE: 69V, 1.75-mm slots, 50% OPEN AREA

TOTAL SCREEN SURFACE AREA: 528 SQFT

DESIGN FLOW: 211 CFS at 0.4 FT/SEC APPROACH VELOCITY

CENTER OF GRAVITY

EXTERNAL BRUSH

WINCH ATTACHMENT POINTS

TOP VIEW

FRONT VIEW

SIDE VIEW

PRELIMINARY DESIGN

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 8 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line mbergstrom Line mbergstrom

I-3 and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

ROZA

SCREEN

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-SCREEN

MASS

14321.7 lbmass

K-FACTOR USED

WINCH WIRE ROPE CONNECTION

ROTATING CYLINDER SCREEN

ROTATING CYLINDER SCREEN

SCREEN MANIFOLD

EXTERNAL BRUSH

EXTERNAL BRUSH

ISOMETRIC VIEW

(WATER BACK WASH NOW SHOWN)

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 9 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line mbergstrom Line mbergstrom

I-4 and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

ROZA

SCREEN

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-SCREEN

MASS

14321.7 lbmass

K-FACTOR USED

SUCTION PIPE

EXTERNAL BRUSH

EXTERNAL BRUSH

ROTATING CYLINDER SCREEN

ROTATING CYLINDER SCREEN

SCREEN MANIFOLD

SCREEN SEAL

SCREEN ROLLER WHEEL

REAR ISOMETRIC VIEW

(WATER BACK WASH NOW SHOWN)

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 10 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line mbergstrom Line mbergstrom

I-5

SECTION A-A

SECTION B-B

SECTION D-D

A

A

B

B

DD

and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

ROZA

SCREEN

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-SCREEN

MASS

14321.7 lbmass

K-FACTOR USED

ELECTRIC DRIVE ASSEMBLY

SUCTION PIPE

INTERNAL BRUSH

EXTERNAL BRUSH

BACK VIEW

(WATER BACK WASH NOW SHOWN)

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 11 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line mbergstrom Line mbergstrom

I-6

ISI DESIGNSECTION E-E

EE

and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

ROZA

SCREEN

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-SCREEN

MASS

14321.7 lbmass

K-FACTOR USED

TOP VIEW

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 12 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line mbergstrom Line mbergstrom

I-7 and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

JACOB CHAPIN

PROJECT DESCRIPTION

MATERIAL

ROZA

SCREEN

ASSEMBLY

DRAWING NUMBER SHEET NUMBER

ISI-ROZA-SCREEN

MASS

14321.7 lbmass

K-FACTOR USED

SUCTION PIPE

INTERNAL BRUSH

EXTERNAL BRUSH

CYLINDER SCREEN

MANIFOLD

ISOMETRIC VIEW

(WATER BACK WASH NOW SHOWN)

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 13 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

mbergstrom Line mbergstrom Line mbergstrom

I-8 and are subject to change without notice.

Fractional Dimensions 1/32

Decimal Dimensions 0.005

STANDARD TOLERANCES

DATE

12/18/19

APP'D BY

DRAWN BY

"B" SHEET SCALE

RUSSELL BERRY IV

MAR

PROJECT DESCRIPTION

MATERIAL

ROZA

DRAWING NUMBER SHEET NUMBER

1 of 1 MASS

M

M

M

M

A INITIAL RELEASE

1/11/19

MAR

REV DESCRIPTION DATE APPROVED

LOCAL SCREEN PLC

(TYP, 1 OF 10)

SCREEN CABINET - (TYP, 1 OF 10):

MTR CONTROL / PLC / LOCAL CONTROL SWITCHES

480 V

WINCH

GATE

INTAKE SCREEN

DRIVE UNIT

DRIVE UNIT

SLACK CABLE

TOP LIMIT

FLOAT

SWITCH

BACK WSH

PUMP

ROT

DOCK

SW

ROT

SEAL

LEAK

OVER

TEMP

SEAL

LEAK

OVER

TEMP

OPEN

SW

CLOSED

SW

PUMP

WINCH

SCRN

H/O/A

EMO

ROT 1

ROT 2

PUMP ON

DOCKED

FWD/OFF/REV

UP/DOWN

ON/OFF

OVER

TEMP

SEAL

LEAK

S C R N

U

N

F W

D

S C

N

R E V

P U

M P

O

N

P U

M P

O

F F

W I N

C H

P

W I N

D

W

N

G A T E

U P

G A T E

D

O W

N

S C R

N

R O

T

S C

T

S C

T

P

L I M

I T

S E A L

L E A K

S E A L

L E A K

O V E R

T E M

P

O V E R

T E M

P

S C R

N

D

O C K E D

C A B L E

S L A C K

G A T E

O

P E N

G A T E

C L O

S E

D R

I V E

M

O D

E

A U

T O

D R I V E

M

O D

E

H

A N

D

R U

N

F W

D

R U

N

R

E V

W I N

P

W I N

D

W

N

P U

M P

O

N

P U

M P

O

F F

F L O

A T

S W

I T

L O

S E D

E M

O

S E A L

L E A K

P U

M P

O V E R

T E M

P

P U

M P

DI

DO

CONTROL NOTES:

• H/O/A SWITCH MAINTAINED POSITION

• SCRN FWD/OFF/REV MAINTAINED POSITION

• WINCH UP/DOWN MOMENTARY

• PUMP ON/OFF MAINTAINED POSITION

• WINCH CONTROL ONLY AVAIL @ LCP

• FLOAT SWITCH MUST BE CLOSED FOR BACK WASH PUMP TO RUN

• 1 INSTALLATION OF 10 SHOWN

• EMO PUSH TO ACTIVATE / TWIST TO RELEASE

• *EMO ACTIVATION SHUTS DOWN ALL SYSTEMS

G

G

A A

ROZA P_ID

ROZA P&ID

(SINGLE INSTALLATION)

N/A N/A

HMI TOUCH SCREEN

QTY 1

(CENTRAL LOCATION)

MAIN DISCON

SUBMITTED 12/19/19 ISI RESPONSE TO ROZA FISH SCREEN MODIFICATION RFI PAGE 2 OF 36 mbergstrom Text Box

FOR INFORMATION ONLY

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I-9

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