A.02_CPFFCD19_PWS_Attachment_3.pdf

g2eccjce Typewritten Text

REC'D DEC 2016

g2eccjce Typewritten Text A g2eccjce Typewritten Text

NONE 24 FEB 2017

g2eccjce Typewritten Text

JARED EDWARDS, P.E. - CONTRACTING OFFICER'S REP

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IDENTIFICATION

SHEET OF

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!A

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NE

NW

SE

SW

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122.2405° W

122.2405° W

122.241° W

122.241° W

122.2415° W

122.2415° W

122.242° W

122.242° W

122.2425° W

122.2425° W

122.243° W

122.243° W

122.2435° W

122.2435° W

122.244° W

122.244° W

122.2445° W

122.2445° W

122.245° W

122.245° W

122.2455° W

122.2455° W122.246° W

.12

8° N

.12

8° N

.12

° N

.12

° N

.12

7° N

.12

7° N

.12

° N

.12

° N

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6° N

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Coordinate System: NAD 1983 StatePlane Oregon South FIPS 3602 Feet Projection: Lambert Conformal Conic Datum: North American 1983 False Easting: 4,921,250.0000 False Northing: 0.0000 Central Meridian: -120.5000 Standard Parallel 1: 42.3333 Standard Parallel 2: 44.0000 Latitude Of Origin: 41.6667 Units: Foot US

Derrived from multibeam sonar data collected July 15, 2014 by NWP surveyors.

Survey data corrected to reflect elevation relative to Cougar Dam Project Datum.

To convert an elevation from Cougar Dam Project Datum to NAVD88, add 4.38 feet.

³ 0 100 200

Feet

CO

UG

AR

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RV

OI

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Fo reb ay Co nto urs

5' Int erv al

PFFC Anchor Locations

Category

!A EXISTING

!A NEW

Anchor_ID Category POINT_X POINT_Y

A EXISTING -122.245000 44.126500

B EXISTING -122.243060 44.126923

C EXISTING -122.244000 44.126400

D EXISTING -122.244324 44.127468

NE NEW -122.244440 44.127827

NW NEW -122.245451 44.127425

SE NEW -122.242665 44.126792

SW NEW -122.244756 44.126133

FS-A1

NOTE: Centerline of stern float to the face of the intake shall be 50' +/- 5'-0".

NW ACTUAL

NE ACTUAL

SW ACTUAL

SE ACTUAL

Anchor ID Category POINT X POINT Y

NE ACTUAL -122.2443043 44.1278518

NW ACTUAL -122.2451072 44.1273958

SE ACTUAL -122.24288 44.12667

SW ACTUAL -122.24476 44.12618

PLANNED

PLANNED

PLANNED

PLANNED

TWO GRAVITY

ANCHORS AND TWO

ADDITIONAL

WEIGHTS STORED

JUST BEYOND

CRANE PAD

PLANNED

ACTUAL

AAC Survey Data for rock anchors accurate to within 1 meter.

Survey Data for gravity anchors accurate to within 10 meters.

PFFC positioned by AAC 02/18/15

JakeD Text Box Rock Anchor Assembly Shop Drawing

NOTES:

50" 100" 200"

PLAN VIEW

SCALE:

0"

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C*

D* D* D* D*

C*

D* D*

C*

C* C*

C*

A*

A*

B* B*

ARRANGEMENT PLAN

AS SHOWN ON THIS

ALL (12) LOCATIONS

TYP DETAIL A

COLUMN ASSEMBLY SEE

CROSS BEAM #2 HSS 10X10X1/2

CROSS BEAM #1 HSS 10X10X1/2

CROSS BEAM #3 HSS 10X10X1/2

CROSS BEAM #4 BUILT UP MEMBER

(TWO LOCATION OF THIS TYPE)

TURNBUCKLE BRACING

(TWO LOCATION OF THIS TYPE)

TURNBUCKLE BRACING

FLEXIFLOAT OUTLINE

PFFC AS NECESSARY.

ASSEMBLIES AND EXISTING

TO BE ADDED TO COLUMN

NOTE DETAILS B, C, AND D

PORTSTARBOARD

BOW

STERN

1. ALL NEW SECTIONS, PLATES, CASTINGS, BOLTS,

NUTS, WASHERS, CLEVISES, TURNBUCKLES, AND

THREADED RODS TO BE GALVANIZED IN

ACCORDANCE WITH ASTM A 123/A 123M OR ASTM

A 153/A 153M, AS APPLICABLE. ALL WELDED AREAS

TO BE PAINTED WITH COLD GALVANIZE (PAINT AFTER

FABRICATION).

2. PROTECT ALL PVC COATED CONDUIT.

SEQUENCE OF WORK:

1. LIFT STRUCTURE IN ACCORDANCE WITH

SPECIFICATION SECTION 01 10 10.00 25 PARAGRAPH

1.32.

2. PLACE NEWLY FABRICATED PEDESTALS ON TOP OF

EXISTING TWIST LOCK.

3. PLACE WIDE FLANGE SECTION IN PLACE AND

MATCH DRILL BOLT HOLES.

4. LOWER STRUCTURE ONTO PEDESTALS AND

WIDE FLANGE SECTION.

5. SECURE TWIST LOCKS AND BOLT WIDE FLANGE

SECTION TO EXISTING STRUCTURE.

6. FIELD WELD TURNBUCKLE EYES ONTO EXISTING HSS

10X10X1/2 AS SHOWN IN DWGS.

7. ASSEMBLE TURNBUCKLES, CLEVISES AND THREADED

RODS TO EYES SNUG TIGHT TO REMOVE ALL

DEFLECTION FROM THE ASSEMBLY.

* = SIMILAR SECTION VIEW.

0"

SCALE:

DETAIL A

20"5" 10"

14.82"

1.15"

1.03"

1.03"

0.50"

1.15"

4.67"

7"

E E 1.00"

1/4"

PL 8X8X1"

0.25"

SECTION E-E

1" 2" 4" 8"

TYP

2.5"

8"

8"

1/4"

TYP

1/4"

TYP

0"

SCALE:

1/4" BEVEL

2.75"

8"

1/4" BEVEL

2.5" 2.75"

(EXISTING)

CORNER CASTING

PECK AND HALE

SOCKET (NEW)

PECK AND HALE

PL 8x8x1/2" (NEW)

(NEW)

HSS 7x7x1/2"

(NEW)

FABRICATED SOCKET

TWIST LOCK(EXISTING)

PECK AND HALE

SOCKET (EXISITING)

PECK AND HALE

(NEW)TWIST LOCK

PECK AND HALE

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CENTER OF PLATE TO BE REMOVED

NOTE: FABRICATED SOCKET TO MATCH PECK AND HALE TWIST LOCK FITTING

14.82"

1.15"

1.03"

1.03"

0.50"

1.15"

4.67"

1.00"

(EXISTING)

CORNER CASTING

PECK AND HALE

SOCKET (NEW)

PECK AND HALE

PL 8x8x1/2" (NEW)

(NEW)

HSS 7x7x1/2"

(NEW)

FABRICATED SOCKET

TWIST LOCK(EXISTING)

PECK AND HALE

SOCKET (EXISITING)

PECK AND HALE

(NEW)TWIST LOCK

PECK AND HALE

(EXISTING)

HSS 10x10x1/2"

1/4"

1"

16.35"16.35" 15.35"

TYP

TYP

(NEW)

FABRICATED SOCKET

FROM PLANS PROPOSEDAPPROVED AND

CONSTRUCTED

DETAIL B

DETAIL C

7.625"

2.03125"

3.5"

7.625"

1/4"

TYP

1/4"

TYP

SECTION A-A

0"

SCALE:

0"

SCALE:

20"5" 10" 0"

SCALE:

20"5" 10"

DETAIL B DETAIL C

10" 20" 40"

PL 1/2"

PL 1/2"

3.5"R

3.5

R

3.5"

2.03125"

3.5"

NEW HSS 7X7X1/2"

EXISTING HSS 10X10X1/2"

NOTES:

SEE NOTE 1

SEE NOTE 2

ATTACHED TO THE NEWLY FABRICATED PEDESTALS

HSS 7X7X1/2"

HSS 10X10X1/2"

1.5"

3.5"

1.5"

5"

3.5"

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3.5"

THREADED ROD REQUIREMENTS.

4. SEE SECTION B-B FOR TURN BUCKLE AND

HALE TWIST LOCKS ARE SECURE.

REMOVING ALL DEFLECTION. AFTER ALL PECK AND

3. TIGHTEN ALL TURNBUCKLES TO SNUG TIGHT

EACH OTHER.

SO THAT THREADED RODS DO NOT INTERFERE WITH

2. TURNBUCKLE EYES ARE OFFSET 4.5" ON CENTER

PERMIT INSTALLATION.

TURNBUCKLE LOCATIONS (STAGGER) AS NECESSARY TO

1. CLEVISES AND TURNBUCKLES NOT SHOWN. ADJUST

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REFERENCE NOTES ON FS-S4 FOR THREADED RODS

APPROX 14'-6"

1"

0.5"FABRICATED SOCKET

160" EYE TO EYE160" EYE TO EYE

DETAIL D

DETAIL D

3.5"8"3.5"

2.03125" 2.03125"

1/4"

NOTES:

SECTION B-B

0"

SCALE:

0"

SCALE:

20"5" 10"

10" 20" 40"

PL 1/2"

TYP

.5

.5

.5

R

.5

R

EXISTING HSS10X10X1/2"

15"

3.5"

3.5"

5"

5"

NEW HSS 7X7X1/2"

EXISTING HSS 10X10X1/2"

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FS-S4

APPROX 120"

APPROX 60"

CENTER TURBUCKLE EYE BETWEEN THE SPAN HSS 10X10X1/2

TIGHTEN ALL TURNBUCKLES TO SNUG TIGHT REMVOING ALL DEFLECTION.

1-1/2" A36 THREADED ROD. CLEVELAND CITY FORGE RTF108 OR APPROVED EQUAL.

THREADED RODS:

CL40 OR APPROVED EQUAL.

OF 2", AND A RATED CAPACITY OF 35,000 LBS WITH A 3:1 FACTOR OF SAFETY.CLEVELAND CITY FORGE

CLEVIS NUMBER 4 WITH A MAXIMUM THREADED ROD DIAMETER OF 1-1/2", MAXIMUM PIN DIAMETER

CLEVISES:

APPROVED EQUAL.

CAPACITY OF 35,000 LBS WITH A 3:1 FACTOR OF SAFETY. CLEVELAND CITY FORGE TB36 OR

TREADED DIAMETER OF 1-1/2", TAKE UP TO 12 INCHES OF THREADED ROD, AND A RATED

TURNBUCKLES:

(REMOVE PAINT PRIOR TO WELDING)

44" EYE TO EYE 44" EYE TO EYE

HEX HEAD, 1-1/2" GALVANIZED HEX NUTS USED AS JAM NUTS ON

MAJORITY OF CLEVISES.

JakeD

Clevis: Cleveland City Forge #4 with Pin

12"

1"

11.75"

0.5"

18.5"

0.5"

2.5"

0.5"

24"

18"

3"

0.5"

0" 20" 40"

SCALE:

SECTION C-C

0" 40"

SCALE:

SECTION D-D

EXISTING

EXISTING

SECTION

NEW

10" 10" 20"

ASTM 992

W18X71

18" LONG

TYPICAL- REQUIRED IN 4 LOCATIONS

MATCH DRILL HOLES AS REQUIRED

NOTES:

APPROX 4.25"

NOTES:

4. ASTM F 436 WASHERS FOR ASTM A 325.

ASTM BOLT STANDARD RECOMMENDED.

3. ASTM A 563, GRADE AND STYLE FOR APPLICABLE

BY ASTM SPECIFICATIONS.

MARK, THE STRENGTH GRADE AND TYPE SPECIFIED

MARKED WITH THE MANUFACTURER'S IDENTIFICATION

THE NUTS OF THE SUPPLIED FASTENERS MUST BE

2. ASTM A 325, TYPE 1. THE BOLT HEADS AND

7.5"7.5"

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MOST RIGID PART OF A CONNECTION TO THE FREE EDGES.

PROCEDURE, BOLTS SHALL THEN BE FULLY TENSIONED, PROGRESSING FROM THE

AND INITIALLY BROUGHT TO A SNUG TIGHT FIT. AFTER THE INITIAL TIGHTENING

MINIMUM TENSILE STRENGTH. BOLTS SHALL BE INSTALLED IN CONNECTION HOLES

1. ASTM A 325 BOLTS SHALL BE FULLY PRETENSIONED TO 70 PERCENT OF THEIR

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FS-S5

MATCH DRILL EXISTING BOLT HOLES.

ASTM A325X 3/4" UNC

(12) NEW BOLTS WITH NUTS &WASHERS

ORIGINAL PLAN: SEE NEXT PAGE FOR

REVISION

REMOVED 2" OF GALV. IN ALL DIRECTIONS PER RFI RESPONSE

AS BUILT

JakeD Rectangle

Rectangle

60'

60'-0"

36"

168"

13'-0"

G

12" SDR17 HDPE PIPE

CLOSED CELL POLYSTYRENE FOAM FILLED

6" SDR17 HDPE PIPE

CLOSED CELL POLYSTYRENE FOAM FILLED

STEEL BANDS ATTACH NOTCH

BLOCK TO HDPE PIPE

SUPPLIED BY OTHERS

DETAIL G

SCALE 1 : 16

6" THICK NOTCHED BLOCK

BOTH SIDES TO FIT

EXISTING STRUCTURE

ATTACED WITH STEEL

BANDS

9 1 2 "

5'-0"

TYP

18"

6" 26"

TITLE/DESCRIPTION

COUGAR DAM AND RESERVOIR FLOATING FISH

COLLECTOR PROJECT TITLE LINE 3

DEBRIS BOOM

DATE:

REV:

BY:

DWG SCALE: PAGE 1 OF 101-21-2015

IN

N/A

NUMBER:

315854-AS BUILT

TFT

UNITS:

FLAT PATTERN SCALE:1:64

740 S. 28th St.

Washougal WA 98671 Phone (360) 835-2129 Fax (360)835-3521

CONFIDENTIAL AND PROPRIETARY INFORMATION BELONGING TO WOLSELEY

INDUSTRIAL PLASTICS DIVISION. SUBMITTED FOR THE LIMITED PURPOSE OF

PROVIDING INFORMATION ON PRODUCTS AND SYSTEMS. BY RECEIVING THIS

DOCUMENT, YOU AGREE NOT TO DISCLOSE SUCH INFORMATION TO OTHERS

EXCEPT BY WRITTEN PERMISSION OF WOLSELEY INDUSTRIAL PLASTICS.

SUBMITTAL DRAWING DISCLAIMER: USE OF THE DRAWING, INCLUDING WITHOUT LIMITATION ITS DESIGN, STATED DIMENSIONS AND ELEVATIONS, MUST BE REVIEWED AND CERTIFIED OR APPROVED BY A LICENSED ENGINEER, ARCHITECT OR CONTRACTOR TO ENSURE ADEQUACY FOR ITS INTENDED USE AS EVIDENCED BY THEIR SIGNED APPROVAL. USE OF THE DRAWING SHALL BE THE SOLE RESPONSIBILITY OF THE USER.

SELLER DISCLAIMS ALL EXPRESS OR IMPLIED WARRANTIES, INCLUDING WITHOUT LIMITATION ALL IMPLIED WARRANTIES OF FITNESS OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT WILL SELLER BE LIABLE FOR ANY INCIDENTAL, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES ARISING DIRECTLY OR INDIRECTLY FROM THE USE OF THIS DRAWING. SELLER LIABILITY, IF ANY, SHALL BE LIMITED TO THE NET SALES PRICE RECEIVED BY SELLER FOR THE

DRAWING SERVICES.

FABRICATION DISCLAIMER: DUE TO VARIOUS FACTORS AFFECTING PRODUCTION, ALL DIMENSIONS ARE APPROXIMATE. DIMENSIONS AND APPEARANCE ARE SUBJECT TO CHANGE WITHOUT NOTICE DUE TO DESIGN OR PRODUCTION MODIFICATIONS. ALL FITTINGS ARE SUBJECT TO FIP'S STANDARD TERMS AND

CONDITIONS.

ANGLE TOLERANCE FOR ELBOWS IS +/- 2%%D.

ALL OTHER DIMENSIONS ARE TO TOLERANCES OF +/- 1/2".

THIS DRAWING, INFORMATION & SUBJECT MATTER ARE THE SOLE & EXCLUSIVE PROPERTY OF THE WOLSELEY INDUSTRIAL GROUP AND ARE NOT TO BE

COPIED OR USED WITHOUT WRITTEN CONSENT.

PIPING MATERIAL: HDPE PE4710

PRESSURE CLASS: SDR

BACKUP RING MATERIAL: DUCTILE IRON

APPROVAL:

PRINTED NAME________________________

SIGNATURE_____________________

DATE________________

HDPE

60'-0"

36"

168"

13'-0"

G

STEEL BANDS ATTACH NOTCH

BLOCK TO HDPE PIPE

SUPPLIED BY OTHERS

DETAIL G

SCALE 1 : 16

6" THICK NOTCHED BLOCK

BOTH SIDES TO FIT

EXISTING STRUCTURE

ATTACED WITH STEEL

BANDS

AS BUILT

CONNECTION DETAIL

NOTCH BLOCK SEAT

SHACKLES TO CHAIN

FOR SECURING TO

PFFC

5/8" Chain with softener returned through scupper.

8 Total 3/4" Hex Head Bolts-

4EA for Clamp 4EA for Notch Block

Isolating Neoprene or Nylon Washer/Bushing

SS Washer

SS 1/2" Diameter Bolt of Necessary Length

Stainless Steel Lock Nut and Washer

AS BUILT

Notes:

1. One Typical Connection Shown.

2. Each aluminum panel has 3 typical connections per side.

3. Each HDPE flange will receive 6 connections; 3 from each panel mounted to

it. The only exceptions being the end flanges that only hold one panel.

4. The isolating washer/bushing will completely isolate the aluminum frame from the stainless steel hardware.

NOSE PIECE IS ATYPICAL BUT STILL

CONNECTED IN THE SAME FASHION

Debris Boom Connection Detail

01/15/15

VAR

12"

SCALE: 1"= 1'-0"

6" 0 1'

DETAIL1

FS-E04

MODIFICATIONS TO EXISTING GRATING

DETAIL3

NO SCALE

1/8" MAX. GAP

NEW GALV. C7X9.8

CROSS BEAM #4

GALV. C7X9.8

GALV. C7X9.8

STERNSTERN

PORT

PORT

1" MIN. BEARING, TYP.1" MIN. BEARING, TYP.

NEW GALV. BAND, TYP.

AND TURN OVER TO GOV'T

PERFORATED PLATE GRATING

REMOVE 3 SECTIONS OF

AND TURN OVER TO GOV'T

PERFORATED PLATE GRATING

REMOVE 3 SECTIONS OF

AND TURN OVER TO GOV'T

PERFORATED PLATE GRATING

REMOVE 3 SECTIONS OF

NEW GALV. C7X9.8

(SEE NOTE 2)

NEW BAR GRATING

GRATING (SEE NOTE 2)

NEW REMOVEABLE BAR

M

IN

(B

E A

R

IN

G

NEW REMOVEABLE GRATING

NEW BAR GRATING

2'-0"

EDGE OF CROSS BEAM #4

NEW GALV. C7X9.8

GALV. C7X9.8 NEW GALV. C7X9.8

DETAIL2

- "= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

GALV. C7X9.8

NEW BAR GRATING & SUPPORT

SCALE: 3"= 1'-0"

0 3" 6" 12"

A

SECTION

NEW GALV. C7X9.8

NEW BAR GRATING

BAR GRATING

NEW REMOVEABLE NEW BAR GRATING

2'-0"

NEW ELECTRICAL EQUIPMENT

GALV. C7X9.8

TYP. GAP ALLOWANCE & MIN. BEARING FOR NEW GRATING

S O

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O

IDENTIFICATION

SHEET

D A

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B E

R of Engineers

US Army Corps

P L

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 10/17/2014 3:42:07 PM BY USERNAME: G2ecdbdb SHEET NAME: FS-S8

/1

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F S -S

.d g n

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P S O

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IN

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FS-S8

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NOTES:

4. ALL NEW SECTIONS OF BAR GRATING SHALL BE COMPLETED BANDED AND GALVANIZED.

GRATING SUPPORTS (CROSS BEAM #4 AND C7X9.8).

SHALL DETAIL THE CONNECTIONS BETWEEN THE EXISTING SUPPORTS AND THE NEW

3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ACCEPTANCE. SHOP DRAWINGS

2. NEW BAR GRATING SHALL MATCH EXISTING GALVANIZED GRATING (19W4, 2" X 3/16").

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

A

PORTLAND DISTRICT

EvanG Line

EvanG

SHEET

IDENTIFICATION

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SCALE: NTS

PFFC LIFT OVERVIEW ISOMETRIC

10'x20' FLEXI-FLOAT, TYP 2 PLACES

(NOT TO BE LIFTED)

10'x40' FLEXI-FLOAT, TYP 3 PLACES

(NOT TO BE LIFTED)

MOORING ANCHORS, TYP 4 PLACES

(NOT TO BE LIFTED)

HYDRAULIC MOORING WINCH

TYP 4 PLACES

(NOT TO BE LIFTED)

FORWARD LIGHTPOST

TYP 2 PLACES

(LIFTED)

HPU

(NOT TO BE LIFTED)

POWER CABLE SPOOLER

(NOT TO BE LIFTED)

MISC. ELECTRICAL CONTROL BOXES AND

BREAKERS, TYPICAL PORT QUARTER

(NOT TO BE LIFTED. PLC CONTROL PANEL

TO BE MODIFIED PER ELECTRICAL

SPECIFICATIONS AND FIELD SKETCHES)

FISH COLLECTION MODULE (FCM)

(LIFTED)

SHROUD

(LIFTED)

WORK SHELTER

(LIFTED)

UTILITY SHED NOT SHOWN

(LIFTED)

DECK GRATING AND DECK

SUPPORT STRUCTURE

(LIFTED)

NOTES:

1. SEE SPECIFICATION SECTION 01 10 10.00 25 CONTRACTOR'S OPERATIONS AND

REQUIREMENTS FOR FURTHER DETAILS ON LIFT WORK PLAN.

2. SEE SPECIFICATION SECTION 01 10 10.00 25 CONTRACTOR'S OPERATIONS AND

REQUIREMENTS, SUBPART 1.32.4.d FOR DETAILS ON SPLAY CONSTRAINT

REQUIREPEMENTS.

SPLAY DIRECTION.

SEE NOTE 2.

SPLAY DIRECTION.

SEE NOTE 2.

ALL ITEMS TO BE LIFTED ARE

CONTAINED WITHIN THE

DASHED PERIMETER SHOWN

TREAD AND TREAD MOUNTS

REMOVED - TWO STEP

LADDER INSTALLED

TREAD AND TREAD MOUNTS

REMOVED - TWO STEP

LADDER INSTALLED

ACCESS IN THIS SPOT

CHAINED OFF

TWO STEP

WALK-THROUGH

LADDER INSTALLED

IN THIS AREA

RAMP AND MAIN ACCESS IN

THIS AREA (EXISTING PRIOR

TO CONTRACT)

RAMP AND MAIN ACCESS IN

THIS AREA (EXISTING PRIOR

TO CONTRACT)

DEBRIS BOOM ATTACHED

WITH CHAIN RUNNING

THROUGH SCUPPER (BOTH

SIDES)

AS BUILT NOTES FOR ACCESS

NO UTILITY SHED DURING

CONTRACT WORK

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NOTES:

1. WELDING OF STAINLESS STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION SECTION 05 21 00.00 25

STRUCTURAL STEEL AND MISCELLANEOUS METAL.

2. ALL SURFACES WITH WHICH FISH MAY COME INTO CONTACT MUST BE GROUND FLUSH AND SMOOTH TO THE TOUCH.

3. FIELD VERIFY PERF PLATE DIMENSIONS REQUIRED TO ACCOMPLISH INTENT OF DRAWINGS AND SPECIFICATIONS.

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

HOPPER DRAIN SCREENS

DRAIN SCREEN DETAIL

SCALE: 3" = 1'-0"-

SCALE: NTS

EXISTING HOPPER DRAINS

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

5"CENTER DRAIN SCREEN

OVER EXISTING HOLE

5"

PERFORATED PLATE SHALL BE 1

16"Ø

HOLES, STAGGERED ON 3

32"

CENTERS, 41% OR GREATER OPEN

AREA. 20 GAUGE TYPE 304

STAINLESS STEEL. USE MCNICHOLS

P/N 1811332038 OR EQUAL.

2 DRAIN SCREENS REQUIRED

EXISTING DRAIN HOLE

AND COVER FLAP.

NEW SCREEN TO BE

INSTALLED UNDER

COVER FLAP.

GRIND WELDS

SMOOTH, TYP.

HOPPER BOTTOM PLATE. RIGGING AND OTHER

HOPPER DETAILS NOT SHOWN FOR CLARITY.

SLOPE

S

LO

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S

LO

P E

PERF PLATE HOLES NOTE TO SCALE

SEE NOTE 3

2 - 2

NEOPRENE FLAPS

NOT SHOWN, TO

REMAIN IN PLACE.

SCREENS WELDED ONTO

UNDERSIDE OF HOPPER SO

THEY WOULD NOT INTERFERE

WITH COVER FLAPS

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NOTES:

1. FIELD VERIFY EACH LENGTH OF CHANNEL REQUIRED TO FIT IN LOCATIONS SHOWN.

INCONSISTENCIES IN WELD SIZE ON GUIDE PLATE MAY REQUIRE CUSTOM LENGTH

CHANNELS.

2. BAYS 1 THROUGH 8 HAVE PERFORATED PANELS OF VARYING HEIGHT. INSTALL THE

NUMBER OF STIFFENER ASSEMBLIES INDICATED BELOW ON EACH BAY. THE FIRST

STIFFENER ASSEMBLY ON EACH PANEL SHALL BE INSTALLED APPROXIMATELY 12" FROM

THE TOP OF THE PANEL (OR ON THE 3RD SET OF ANCHOR BOLTS, AS SHOWN). THE

REMAINING STIFFENER ASSEMBLIES SHALL BE EQUALLY SPACED TO PROVIDE UNIFORM

STIFFENING FORCE TO THE FIXED PERF PANELS.

3. MECHANICAL FASTENERS SHALL BE 18-8 OR 300 SERIES STAINLESS STEEL AND INSTALLED

USING AN APPROVED ANTI-GALLING COMPOUND.

4. INSTALL 14"Ø STAINLESS STEEL TOGGLE BOLTS AND LARGE DIAMETER WASHERS ON

PERFORATED PLATE PANELS IN BAY 1 IF PANEL STIFFENER INSTALLATION LOCATION IS

INACCESSIBLE. INSTALL TOGGLE BOLTS AS REQUIRED TO UNIFORMLY LOCK MOVEABLE

AND FIX PERFORATED PANELS TOGETHER. REPEAT FOR EACH BAY WHERE STIFFENER

INSTALLATION LOCATION IS INACCESSIBLE.

SCALE: 3" = 1'-0"

STIFFENER CHANNEL SCALE: 1" = 1'-0"

BEARING BLOCK

2" TYP

1'-03 8"

1'-33 8"

2'-33

4" SEE NOTE 1

1" T

Y P

Ø 5 16"

THRU, T

YP

2"x1"x3

16" CHANNEL,

STAINLESS STEEL,

TYPE 304

4"

2"

2"

1"

2"

16" THRU HOLE,

COUNTERSINK FOR 14" FLAT

HEAD CAP SCREW, TYP

2" THICK UHMW-PE BLOCK

SCALE: NTS

EXPLODED ISOMETRIC

STIFFENER INSTALLATION

FIXED PERFORATED PANEL (EXISTING)

MOVEABLE PERFORATED PANEL, LEAD

SCREW ACTUATOR NOT SHOWN

(EXISTING)

SCALE: NTS

EXISTING PERF PLATE PANELS

HSS GUIDE STRUCTURE (EXISTING)

A P

P R

O X

S

E E

N O

TE

BAY 8

ASSEMBLY

SHOWN

4"-20 UNC FLAT HEAD

CAP SCREW, TYP

4"-20 UNC CAP SCREW.

REPLACE EXISTING CAP

SCREWS WITH LONGER

SCREWS. LENGTH OF NEW

SCREWS TO BE DETERMINED

IN THE FIELD.

SHIM BETWEEN CHANNEL

AND GUIDE PLATE AS

NECESSARY TO ALLOW

ACTUATION OF MOVEABLE

PERF PANEL, WHILE ALSO

PROVIDING ADEQUATE

SEALING PRESSURE TO THE

FIXED PERF PANEL.

INSTALL STD, PROPERLY SIZED

WASHERS ON BOLT AND NUT SIDE

OF ALL BOLTED CONNECTIONS

4"-20 UNC LOCK NUT.

WASHERS NOT SHOWN.

V A

R

IE

S , S

E E

N O

TE

INSTALLED

STIFFENER

ASSEMBLY

PANEL STIFFENER SCHEDULE

BAY NO. MIN. NO. OF STIFFENER

ASSEMBLIES PER BAY

1 3

2 3

3 3

4 3

5 3

6 2

7 2

8 2

TOTAL ASSEMBLIES: 21 PER SIDE, 42 TOTAL

CHANNEL LEG MAY NEED TO BE

NOTCHED TO ALLOW CLEARANCE

FOR LEAD SCREW ACTUATOR,

SEE EXISTING PERF PLATE

PANELS VIEW, THIS SHEET.

NOTCH CHANNEL LEG TO

PROVIDE CLEARANCE FOR LEAD

SCREW. SEE STIFFENER

CHANNEL VIEW, THIS SHEET.

HSS GUIDE STRUCTURE

MOVEABLE PERF PANEL

FIXED PERF PANEL

12"

SCALE: 1"= 1'-0"

6" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

BEARING BLOCK (UHMW)

TOGGLE BOLT

SCALE: 6" = 1'-0"-

4"Ø STAINLESS

STEEL TOGGLE

BOLT, GRAINGER

P/N 11K309 OR

EQUAL

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

SEE NOTE 4

4"Ø ID, STAINLESS

STEEL LARGE

DIAMETER WASHER

SEE NOTE 4

NO TOGGLE

BOLTS

INSTALLED

ADDITIONAL

WASHERS

INSTALLED

BETWEEN

STIFFENER AND

SCREENS IN ORDER

TO APPLY CORRECT

PRESSURE. COULD

BE ADJUSTED IN

THE FUTURE.

VARIES

NO TOGGLES INSTALLED

SEE NOTE 4

MULTIPLE SCREENS HAVE

PLASTIC ZIP TIES OR LIGHT

GUAGE TIE WIRE THAT WAS

EXISTING AND NOT REMOVED

UNDER THIS CONTRACT. THESE

WIRES/TIES WERE INTENDED TO

REDUCE VIBRATION OF THE

PANELS WHILE ALLOWING THE

GATES TO BE CLOSED AND

OPENED FULLY

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NOTES:

1. MECHANICAL FASTENERS SHALL BE 18-8 OR 300 SERIES STAINLESS STEEL AND INSTALLED

USING AN APPROVED ANTI-GALLING COMPOUND.

JIB CRANE LOCATION

SCALE: NTS-

SCALE: NTS

JIB CRANE KEY PLAN

EXISTING DAVIT CRANE

AND BASE, TO BE

REMOVED. DECK GRATING

TO BE REPAIRED AT THIS

LOCATION.

NEW JIB BASE PLATE

LOCATION. SEE FS-S6 FOR

BASE PLATE DETAILS.

HOPPER LIFT LOCATION

LEVEL CONTROL PUMP

LIFT LOCATION

10"x10" HSS CROSSBEAM

10"x10" HSS CROSSBEAM.

DECK GRATING NOT SHOWN.

DECK GRATING

OMITTED FOR CLARITY

JIB CRANE BASE PLATE. SEE STRUCTURAL

FIELD SKETCH FS-S6 FOR FABRICATION

AND INSTALLATION DETAILS.

2 TON, FREE STANDING JIB

CRANE. SEE SPECIFICATION

SECTION 05 50 13.00 25 FOR

DETAILS. GORBEL P/N FS300-14-10

OR APPROVED EQUAL.

MOTORIZATION KIT. USE

DAVID ROUND ROTO-MATE OR

APPROVED EQUAL.

BEAM CLAMP/TROLLEY STOP. 2 REQ'D.

ELECTRIC WIRE ROPE HOIST AND

HOIST TROLLEY. SEE SPECIFICATION

SECTION 05 50 13.00 25 FOR DETAILS.

CONTRACTOR TO DETERMINE REQUIRED

ROTATION OF JIB CRANE BASE FOR MOUNTING

BOLTS. 7.5° OF ROTATION SHOWN THIS VIEW.

FASTEN JIB CRANE BASE TO BASE

PLATE PER MANUFACTURER'S

RECOMMENDATIONS.

SCALE: NTS

JIB CRANE ISOMETRIC

POWER CABLE FESTOON/REEL

SYSTEM AND PENDANT

CONTROLLER NOT SHOWN.

' H

.U .B

SEE FS-S6 REVISION

NEW BASE PLATE

LOCATION

SUPPORT BEAM

MODIFICATION

(REQUIRES FURTHER

MODIFICATION 03/2015)

PROPOSED REPAIR

EXTEND SUPPORT

BEAM BETWEEN CB 3

AND 4

JakeD Text Box

(6) EA A325 Bolts 1-1/4" Diameter x 3-1/2". Torque to 900 foot-pounds

JakeD Line

JakeD Line

JakeD Line

Line

Revised Deck Support Between Cross Beam 3 and Cross Beam 4

JakeD Line

JakeD Line

Line

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SCALE: NTS

EXISTING WASHDOWN JET PUMP

SCALE: NTS

PUMP RELOCATION KEY PLAN

NEW PUMP LOCATION

SCALE: NTS-

EXISTING PUMP LOCATION

SCALE: NTS-

WASHDOWN

JET PUMP UNIT

PUMP INTAKE

PIPING (TO BE

REMOVED/RELOCATED)

EXISTING PUMP

INTAKE PIPING,

DEMO AND REMOVE

WASHDOWN JET PUMP

NEW WASHDOWN JET PUMP LOCATION.

LOCATE PUMP IN CORNER OF GRATING

SHOWN. PROVIDE ADEQUATE ROOM ON

ALL SIDES OF PUMP FOR PERIODIC

MAINTENANCE AND INSPECTION.

NEW INTAKE PIPE. ROUTE NEW PIPE BENEATH DECK

GRATING, OVER TO THE SHROUD, AND VERTICALLY

DOWNWARD TO THE WATERLINE. NEW INTAKE PIPE

SHALL BE ANCHORED TO THE EXISTING DECK

GRATING OR DECK STRUCTURE. INSTALL INTAKE

PIPE PER MANUFACTURER RECOMMENDATIONS

WITH RESPECT TO DEPTH, PIPE SIZE, ETC.

SEE FIELD SKETCH FS-E03 FOR NEW

ELECTRICAL CONNECTION REQUIREMENTS.

NOTES:

1. MOUNT WASHDOWN JET PUMP IN NEW LOCATION PER MANUFACTURER MOUNTING

REQUIREMENTS. MOUNTING HARDWARE SHALL BE 18-8 STAINLESS STEEL OR GALVANIZED

STEEL.

'-1

2' A

P P

R O

X

STEEL C CHANNEL

WELDED TO CROSS BEAM

FOR DOWNPIPE SUPPORT.

SEE PHOTO

ACTUAL PIPE LOCATION

NEW DOWNPIPE SUPPORT

MOVED FROM THIS LOCATION. SEE DETAIL 1

THIS PIPING

REMOVED

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M . B

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NOTES:

1. ALL SURFACES WITH WHICH FISH MAY COME INTO CONTACT MUST BE GROUND FLUSH AND SMOOTH TO THE TOUCH.

2. SEE SPECIFICATION SECTION 01 11 00.00 25 SUMMARY OF WORK FOR DETAILS ON FISH CROWDER REMOVAL.

A

SHEAVE PULLEY

SCALE: NTS-

A

SCALE: NTS

CROWDER INSTALLATION ELEVATION

SCALE: NTS

CROWDER FIELD PHOTO 2

SCALE: NTS

CROWDER FIELD PHOTO 1

SHEAVE DETAIL

SCALE: NTS-

CROWDER ASSEMBLY

TO BE REMOVED.

WATER LEVEL IS

CONTROLLABLE, AND

CAN BE LOWERED TO

FACILITATE

DEMOLITION WORK.

REMOVE

SHEAVE

AND SHEAVE

EARS.

GRINDTABS

FLUSH AND

SMOOTH

WITH

BASEPLATE.

SHEAVES AND SHEAVE

EARS TO BE REMOVED

AND GROUND FLUSH,

TYPICAL ALL SHEAVE

LOCATIONS (6 TOTAL).

CROWDER ASSEMBLY TO BE

REMOVED. REMOVE

CROWDER BODY AND ALL

ASSOCIATED COMPONENTS.

REFER TO SPECIFICATION

SECTION 01 11 00.00 25 FOR

DETAILS.

UPPER CROWDER FRAME TO

BE UNBOLTED AND REMOVED.

UPPER CROWDER

FRAME, TO BE

UNBOLTED AS

NECESSARY AND

REMOVED.

AFTER SHEAVE EARS ARE

REMOVED, PAINT EXPOSED

METAL PER SPECIFICATION

SECTION 05 21 00.00 25.

REMOVE WATER FROM CROWDER CHAMBER

BY CLOSING ISOLATION SLIDE GATE AND

PUMPING OUT WATER WITH A PORTABLE

SUMP PUMP. THIS WORK MAY NEED TO BE

PERFORMED POST FCM RAISE TO PREVENT

BACKFLOW THROUGH LEVEL CONTROL PUMP.

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LOCATION

OF REPAIRS

10" (TYP)

10" (TYP)

DRILL AND TAP 12" CARBON

STEEL CHANNEL FOR 7

16"-14 UNC

CAP SCREW. TYPICAL ALL

LOCATIONS SHOWN AND

INFERRED BY PATTERN. 32

TOTAL LOCATIONS.

SLIDE FLOOR PANELS TO THEIR

FULLY-SEATED POSITION PRIOR

TO DRILLING OR ANY OTHER

WORK BEING PERFORMED.

1 2" (T

YP

A

FLOOR SCREEN

(FULLY SEATED)

2" THICK

CARBON STEEL

COVER PLATE

C7X9.8 CARBON

STEEL CHANNEL

16"-14 UNC, 1.5" LONG

STAINLESS STEEL BUTTON

HEAD CAP SCREW, INSTALLED

WITH STAINLESS STEEL PLAIN

WASHER AND LOCTITE RED

THREADLOCKER OR

APPROVED EQUAL

SECTION

SCALE: 12" = 1'-0"-

A

SCALE: NTS

FCM FLOOR PANEL FIELD PHOTO

SCALE: NTS

KEY PLAN

2" (REF)

1" (APPROX)

SCALE: 12"= 1'-0"

0 1" 2" 3"

A R

M Y C

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P S O

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IN

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THERMAL OVERLOAD RELAY CONTACT

OR

THERMAL OVERLOAD ELEMENT

(WHEN INDICATED)

MOTOR WITH DESIGN HORSEPOWER

TRANSFORMER

CONNECTION

3 PHASE, 4 WIRE GROUNDED WYE

OR

OFF

AUTOHAND

XOO

OOX

COLOR

INDICATING LIGHT, X INDICATES LENS

JUNCTION OR PULL BOX

PLC OUTPUT CONTACT

CONDUIT TURNING UP

CONDUIT TURNING DOWN

X

DUPLEX RECEPTACLE, NEMA 5-20R

X

Y x

100AF

80AT

3P

X 20A 3P

DESCRIPTION

ONE LINE DIAGRAM OR SCHEDULE FOR

ELECTRICAL

MOTOR STARTER OR CONTROLLER, SEE

SEPERATLY MOUNTED COMBINATION

J

HP

PANEL

FIELD WIRING EXTERNAL TO CONTROL

RTM

OR

RUN TIME METER

OR

GROUND

NORMALLY CLOSED CONTACT (N.C.)

NORMALLY OPEN CONTACT (N.O.)

CONTROL POWER TRANSFORMER (CPT)CPT

NO ELECTRICAL CONNECTION

CONCEALED BELOW DECK

CONDUIT RUN BETWEEN DEVICES

TYPES:

TYPES:

ELECTRICAL CONNECTION

LENS COLORS:

B - BLUE

G - GREEN

R - RED Y - YELLOW

W - WHITE

A - AMBER

SUBCRIPTS:

X - INDICATES TYPE

TR - TIMING RELAY

TC - TIME CLOCK

PC - PHOTO CELL

M - MOTOR STARTER

3 PHASE, 3 WIRE DELTA CONNECTION

VFD

KVA

X

OL

7 1/2

X

WP - WEATHERPROOF COVER

SINGLE POLE LIGHT SWITCH

FROM PANELBOARD

Y - INDICATES CIRCUIT NUMBER

X - INDICATES TYPE

X

Y

DIODE

MANUAL MOTOR STARTERM

PUSH-BUTTON

EMERGENCY STOP, MUSHROOM HEAD,

CP CONTROL PANEL

DISCRETE SIGNAL (ON/OFF, ETC.)

ANALOG SIGNAL (4-20mA, ETC.)

ELECTRIC POWER

LINE TYPES

INSTRUMENTATION LEGEND

MOTOR

SYMBOLS

M

ELECTRICAL CONNECTION POINT

DISCRETE INPUT

DISCRETE OUTPUT

ANALOG INPUT

ANALOG OUTPUT

ANALOG LEVEL SENSOR ELEMENT

LE

ANALOG PRESSURE TRANSDUCERP

PE

LS LIMIT SWITCH

ALARM HORN

PILOT LIGHT

AF AMP FRAME

AIC AMP INTERRUPTING CAPACITY

AT1 ATTRACTION PUMP 1

AMP TRIP

C CONDUIT

CP1 LEVEL CONTROL PUMP 1

CP CONTROL PANEL

FCA1 PFFC, EMERGENCY LIGHTING

PANELBOARD 1

FCQ4 PFFC, 480-VOLT DISTRIBUTION

PANELBOARD 4

FCR1 PFFC, 120/208-VOLT PANELBOARD, 1

FT3 PFFC, TRANSFORMER, 3

G GROUND

GRD GROUND

HPU HYDRAULIC PUMP UNIT

LE LEVEL ELEMENT

MCC MOTOR CONTROL CENTER

PCP PUMP CONTROL PANEL

PE PRESSURE ELEMENT

PMGB PRINCIPAL MAIN GROUND BUS

VFD VARIABLE FREQUENCE DRIVE

ABBREVIATIONS

END OF RUN

SERVICE CODE

START OF RUN

STP SHIELDED TWISTED PAIR

PFFC PORTABLE FLOATING FISH COLLECTOR

AT

(RATING PER CONNECTED LOAD)

MCP - MOTOR CIRCUIT PROTECTOR

ST - SHUNT TRIP

GF- GROUND FAULT

DN DOWN

Y

LP LIGHT POLE

JB JUNCTION BOX / PULL BOX

SOME POWER CIRCUITS, I.E. END OF RUN IS OMITTED.

B. A TWO PART NUMBER IS USED FOR MOST LIGHTING &

FT3 - r1 - FCR1

NUMBER IS USED:

A. BETWEEN MAJOR ITEMS OF EQUIPMENT A THREE PART

FOLOWS:

ELECTRICAL CIRCUITS & CONDUITS ARE IDENTIFIED AS

C. CIRCUIT & ROUTING IDENTIFICATION

u - ALARM CIRCUITS & TRANSDUSER OUTPUTS r - POWER CIRCUITS, 120/ 208V q - POWER CIRCUITS, 480V c - CONTROL CIRCUITS

B. SERVICE CODES

PTE - PLC TERMINAL ENCLOSURE

CTE - CABLE TERMINATION ENCLOSURE

SC - SPOOLER COLLECTOR

PT - PIT TAG ENCLOSURE

CA - EMERGENCY LIGHTING

CR - 120/ 208V

CQ - 480V

F - FISH RELATED

A. TERMINAL EQUIPMENT

NOMENCLATURE

GENERAL NOTES:

WP - WEATHERPROOF WITH IN USE COVER

GFCI - GROUND FAULT CIRCUIT INTERRUPTER

Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD

3/4"C UNLESS OTHERWISE NOTED

HOME RUN TO PANEL, 2 #12, 1 #12G IN

CLOSE ON RISING TEMPERATURE

NORMALLY OPEN TEMPERATURE SWITCH,

LIGHTING CONTACTOR

DP - DEFINITE PURPOSE RELAY LC -

CR - CONTROL RELAY

CONTROL/RELAY COIL, X INDICATES TYPE

UNLESS OTHERWISE INDICATED

RESPECTIVELY. #12 IN 3/4" CONDUIT

PHASE, NEUTRAL, & EQUIPMENT GROUND

SHORT, LONG, AND DASHED REPRESENT

CIRCUIT HASH MARKS (WHEN INDICATED),

CIRCUIT RUN BETWEEN DEVICES EXPOSED

NOTED

MOMENTARY CONTACT UNLESS OTHERWISE

NORMALLY OPEN PUSHBUTTON,

NOTED

MOMENTARY CONTACT UNLESS OTHERWISE

NORMALLY CLOSED PUSHBUTTON,

POSITION SIMILAR

CONTACTS, UNLESS OTHERWISE NOTED, 2

3 POSITION SELECTOR SWITCH, MAINTAINED

DROP

PRESSURE SWITCH, CLOSES ON PRESSURE

OPEN ON RISING TEMPERATURE

NORMALLY CLOSED TEMPERATURE SWITCH,

OR STRUCTURE

FLOODLIGHT, BRACKET MOUNTED ON POLE

FIXTURE

CEILING/PENDANT MOUNTED FLUORESCENT

INDICATES TYPE.

WHEN SPECIFIC TYPE IS REQUIRED, X

RATINGS AND NO. OF POLES AS SHOWN.

LOW VOLTAGE CIRCUIT BREAKER (CB).

NUMBER OF POLES AS NOTED

NON-FUSED SWITCH, CURRENT RATING AND

SIZE AND QUANTITY AS NOTED

FUSIBLE SWITCH, CURRENT RATING, FUSE

NOTED

FUSE, SIZE AND NUMBER OF FUSES AS

ENCLOSED

VARIABLE FREQUENCY DRIVE CONTROLLER,

NON-FUSED UNLESS OTHERWISE NOTED

DISCONNECT OR SAFETY SWITCH, 30A, 3P,

OR AMPS

NON-MOTOR LOAD WITH DESIGN KVA, KW

A N

S I

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C D

B D

B

B

B A

N N

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A B

B R

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P O

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A L L

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F

GRAPHIC SYMBOLS GRAPHIC SYMBOLS (CONT.) GRAPHIC SYMBOLS (CONT.)

CONDUIT/CABLE I.D. TAGS

SHLD SHIELDED

FCM FISH COLLECTION MODULE

FLEXIFLOATS FOR PORTABILITY.

DISASSEMBLY OF THE FCM FROM THE

ALSO BEING CONNECTORIZED FOR EASE OF

BETWEEN THE FLEXIFLOAT(S) AND FCM ARE

THE FCM STRUCTURE. EXISTING CIRCUITS

AND EQUIPMENT FROM THE FLEXIFLOAT(S) TO

MOVE ATTACHMENTS OF EXISTING CONDUITS

THE RAISE OF THE FCM STRUCTURE AND TO

2. INTENT OF THIS DESIGN IS TO ACCOMODATE

THIS PROJECT.

SHEET. ALL SYMBOLS MAY NOT BE USED ON

1. THIS IS A STANDARD ELECTRICAL SYMBOLS

ENGRAVED LETTERING

" (MIN.)4

13.5" L X 0.86" H WITH

ALUMINUM OR BRASS MARKER PLATE

EXPOSED CONDUIT

ALUMINUM OR NYLON STRAPS

SECURE TO CONDUIT WITH EITHER

(SEE NOMENCLATURE, THIS SHEET)

CONDUIT I.D AND SIZE

CABLE/CONDUCTORS

(SEE NOMENCLATURE, THIS SHEET)

CIRCUIT I.D. AND CONDUCTORS/CABLE

ENGRAVED LETTERING

" (MIN.)4

13.5" L X 0.86" H WITH

ALUMINUM OR BRASS MARKER PLATE

CONDUCTOR BUNDLE OR MULTI-CONDUCTOR CABLE

SECURE TO CABLE WITH NYLON STRAPS

CONDUITS

SUA-q1-CQA3, 2"

SUA-q1-CQA3

3#1/0

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C A

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C T N

O

IDENTIFICATION

SHEET

D A

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JJ

J

FCA1

PCP

FCR1

LIGHT POLE #4

LIGHT POLE #2

LIGHT POLE #1

LIGHT POLE #3

JB2

JB1

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

FS-E07

FLEXIFLOAT (FLOAT-STERN)

FLEXIFLOAT (FLOAT-PORT)

FLEXIFLOAT (FLOAT-STERN)

FLEXIFLOAT (FLOAT-PORT)

FLEXIFLOAT (FLOAT-PORT/BOW)

FLEXIFLOAT (FLOAT-STARBOARD)

(FLOAT-STARBOARD/BOW)

FLEXIFLOAT

FLEXIFLOAT (FLOAT-STARBOARD)

FS-E09

FS-E09

" C)4

(2#10, 1#10G, LP1-r2-JB1, SEE NOTE 4

" C)4

(6#10, 1#10G, LP1-r1-JB2, SEE NOTE 4

" C)4

(4#10, 1#10G, JB1-r3-RSP, SEE NOTE 4

" C)4

(6#10, 1#10G, JB2-r2-S1, SEE NOTE 4

SEE NOTE 3

" C)4

(4#10, 1#10G, RSP-r4-RBP

" C)4

(6#10, 1#10G, LP3-r2-JB2, SEE NOTE 4

" C)4

(2#10, 1#10G, LP3-r8-JB1, SEE NOTE 4

" C)4

(2#10, 1#10G, R2-r7-LP3

" C)4

(2#10, 1#10G, R1-r1-LP1

" C)4

(16#10, 1#10G, 1

FCA1-2,3,9,10,11,12,13,15

(8#10, 1#10G, 1"C)

FCR1-6,8,10,12

12"0 5'

"= 1'-0"4

1SCALE:

STARBOARD

PORT

STERN

BOW

JB7

JB3

MOD

MOUTING

CONDUIT

TYP.

S O

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C A

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C O

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C T N

O

IDENTIFICATION

SHEET

D A

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P R

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CONDUIT MOUNTED TO FLEXIFLOAT

CONDUIT MOUNTED TO FCM

THE FCM WITH CORD/PLUG ORIGINATING ON FLOAT-STERN.

AND RECEPTACLE. RECEPTACLE SHALL BE LOCATED ON

4. CONNECTORIZE THIS CIRCUIT WITH NEW CORD/PLUG

MOVE ATTACHMENT TO THE FCM STRUCTURE.

3. CONDUIT IS CURRENTLY ATTACHED TO FLEXIFLOAT.

FISH COLLECTOR DESIGN.

2. SEE INFORMATIONAL DRAWINGS FOR EXISTING

INDICATED OTHERWISE.

1. ALL ITEMS SHOWN ARE EXISTING UNLESS

/1

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E C

E P

T A

C L E

E L E

C T

R

IC

A L

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

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N D

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E G

O N

P O

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F O

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O W -O

N

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A

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L A

M E T

T E V

A L L E

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P O

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A B

L E F

L O

A T

IN

G G

E

C D

W B

F

B

B A

N N

IS

T E

R

B F

O R

T U

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FS-E02

LEGEND:

LIGHTING & RECEPTACLE PLAN

J

J

SEE NOTE 6

" C)4

(2#12, 1#12G, PT-r1-JB4

(SEE NOTE 7)

AT1-q3, AT2-q4, CP1-q2

PCP

FCR1

(SEE NOTE 7)

NEW PLUG/CONNECTOR, TYP. OF 3

STARBOARD

PORT

BOW

STERN

T

AT2

AT1

CP1

JB4

JB5

" C)4

FCR1-r3-PCP (2#10, 1#10G, " C) 4

FCR1-r2-JB5 (4#10, 1#10G, TOP TO BOTTOM:

ENCLOSURE

PIT TAG TRANSCEIVER

(SEE NOTE 3)

CONTROLLER

HOPPER CRANE

HOPPER CRANE

(SEE NOTE 4)

STARTER

MANUAL MOTOR

(TO BE RELOCATED)

SERVICE WATER PUMP

MOTOR STARTER

RELOCATED MANUAL

SEE NOTE 5

" C)4

(2#10, 1#10G, HC-r8-JB5

" C)4

(2#10, 1#10G, SWP-r9-JB5

FIELD SKETCH FS-M5)

WATER PUMP (SEE

RELOCATED SERVICE

" C)4

(2#12, 1#12G, FT4-r1-JB4

FCM STRUCTURE)

(ONLY ATTACH CONDUIT TO

NEW 2#10, 1#10G, 3/4" C.

FLEXIFLOAT (FLOAT-PORT)

FLEXIFLOAT (FLOAT-STERN)

FLEXIFLOAT (FLOAT-PORT)

FLEXIFLOAT (FLOAT-PORT/BOW)

FLEXIFLOAT (FLOAT-STARBOARD)

(FLOAT-STARBOARD/BOW)

FLEXIFLOAT

FLEXIFLOAT (FLOAT-STERN)

FLEXIFLOAT (FLOAT-STARBOARD)

FLEXIFLOAT (FLOAT-STERN)

12"0 5'

"= 1'-0"4

1SCALE:

FS-E08

SEE NOTE 6

FS-E07

FS-E09

(SEE NOTES 5 & 9)

SEE NOTE 9

FS-E09

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IDENTIFICATION

SHEET

D A

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CONDUIT MOUNTED TO FLEXIFLOAT

CONDUIT MOUNTED TO FCM

"FLOAT-STERN".

THE FCM WITH CORD/PLUG ORIGINATING ON FLEXIFLOAT

AND RECEPTACLE. RECEPTACLE SHALL BE LOCATED ON

9. CONNECTORIZE THIS CIRCUIT WITH NEW CORD/PLUG

FCM RAISE.

TO BE REPLACED WHERE NECESSARY TO ACCOMDATE THE

8. EXISTING BONDING JUMPERS (INSULATED #1 AWG) NEED

EXISTING CORDS ARE SHIELDED VFD CABLES.

EACH CIRCUIT WITH MATING PLUG/CONNECTOR.

TO ACCOMODATE THE FCM RAISE. CONNECTORIZE

COUPLE OF POINTS. SUFFICIENT SLACK CORD EXISTS

FLEXIFLOAT AND SECURED TO FCM STRUCTURE AT A

7. CIRCUITS CONSIST OF PORTABLE CORDS LAYING ON

MOVE ATTACHMENTS TO THE FCM STRUCTURE.

6. CONDUITS ARE CURRENTLY ATTACHED TO FLEXIFLOAT.

1#10G.

CRANE CONTROLLER AND REPLACE WITH NEW 3#10 &

5. REMOVE EXISTING 2#10 & 1#10G BETWEEN FCR1 AND

APPROVED COMPRESSION CONNECTORS.

CONDUCTORS TO EXISTING CONDUCTORS WITH

PLACE OF THE MOTOR STARTER AND SPLICE NEW

AS SHOWN. PROVIDE NEW CAST METAL FD BOX IN

4. REMOVE AND RELOCATE MANUAL MOTOR STARTER

AS SHOWN. SEE FS-M4 FOR NEW LOCATION OF CRANE.

WITH THE SPECIFICATIONS. REPLACE POWER FEED

AND PROVIDE NEW CONTROLLER IN ACCORDANCE

3. REMOVE EXISTING HOPPER CRANE CONTROLLER

FISH COLLECTOR DESIGN.

2. SEE INFORMATIONAL DRAWINGS FOR EXISTING

INDICATED OTHERWISE.

1. ALL ITEMS SHOWN ARE EXISTING UNLESS

A

S I

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B D

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E R

E L E

C T

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A L

:1

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

P O

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L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

H C

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F O

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C M R

A

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E

W

IL

L A

M E T

T E V

A L L E

Y

P O

R T

A B

L E F

L O

A T

IN

G

B F

O R

T U

N Y P .E

G E

C D

W B

F

B

B A

N N

IS

T E

R

FS-E03

POWER PLAN

J

J

J

J

J

J

J

J

" C.4

ANTENNA CABLE,

(TYP. OF 2)

SENSOR TERMINATION KIT

" C.)4

(SENSOR CABLE,

PE-u3-PCP

" C)4

(14#14, 1#14G, JBSS-c3-JB6

SEE NOTES 4 & 5

" C)4

(14#14, 1#14G, JBPS-c4-JB6

STAND CS-1

CONTROL

STARBOARD

STERNBOW

PE S1

LE S1

LE S2

LE P1

LE P2

LE P3

LE S3

J

JBPB

JBPS

JBSB

JB6

JBSS

GFM

HPU

VFD AT2

VFD CP1

VFD AT1

" C)4

AT1-c5-PCP (14#14, 1#14 G, " C)4

LE-u4-PCP (SENSOR CABLE, " C)4 3AT1-u6-PCP (3-STP, " C)4

AT2-c6-PCP (14#14, 1#14 G, " C)4

AT2-u7-PCP (3-STP, " C)4

CP1-c7-PCP (14#14, 1#14 G, " C)4

CP1-u8-PCP (3-STP, LEFT TO RIGHT

PORT

STAND CS-3

CONTROL

STAND CS-4

CONTROL

STAND CS-2

CONTROL

SEE NOTE 3

" C)4

LE-u4-PCP (SENSOR CABLE, " C)4

LE-u1-PCP (SENSOR CABLE, " C)4

LE-u2-PCP (2-STP, " C)4

LE-u5-PCP (2-SENSOR CABLES, TOP TO BOTTOM

12"0 5'

"= 1'-0"4

1SCALE:

PIT TAG ANTENNA

PIT TAG TRANSCEIVER PANEL

TENSION METER

TENSION METER

" C)4

(8 #14, 1 #14 G, EM2-c4-AT1

" C)4

(SPARE

JB6-c5-HPU

" C)4

(7#14, 1#14G, JBSB-c1-JBSS

" C)4

(7#14, 1#14G, JBPB-c2-JBPS

PUMP CONTROL PANEL (PCP)

FS-E05

1 FCR1

FS-E06

FS-E06

EM2

EM1

FS-E08

FS-E06

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

(SEE TYP. DETAILS ON FS-E06)

TENSION METER

DETAILS ON FS-E06)

TENSION METER(SEE TYP.

TENSION METER DISPLAY, TYP.

FS-E09

SEE NOTES 3, 4 & 6

" C)4

(14#14, 1#14G, JBPS-c4-JB6

FS-S8

" C)4

(14#14, 1#14 G, SC-c1-PCP

" C)4

(10#14, 1#14 G, HPU-c1-PCP

" C)4

(2#14, 1#14 G, EM1-c3-PCP

" C)4

(3-STP, 4#14, 1#14 G,

PCP-u3-GFM

" C)4

(4#14, 1#14 G, SP-c8-PCP

" C)4

(2#14, 1#14 G, SP-c2-PCP

S O

L

IC

IT

A T

IO

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O

F

IL

E N

A M

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D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

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P L

O T D

A T

E

54321

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B

A

/3 /2

DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 11/3/2014 8:39:37 AM BY USERNAME: G2ecdbdb SHEET NAME: FS-E04

CONDUIT MOUNTED TO FLEXIFLOAT

CONDUIT MOUNTED TO FCM

-E

.d g n

A N

S I

D

/1

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FS-E04

:1

G E

C D

B D

B

M O

D

IF

IC

A T

IO

N S P

L A

N

IN

S T

R U

M E

N T

A T

IO

N

C O

N T

R O

L A

L A

R M

S

E L E

C T

R

IC

A L

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

L A

M E T

T E V

A L L E

Y

F O

L L

O W -O

N

F

C M R

A

IS

E

P O

R T

A B

L E F

L O

A T

IN

G F

IS

H C

O L L E

C T

O R

B F

O R

T U

N Y P .E

G E

C D

W B

F

B

B A

N N

IS

T E

R

"4

6. PROVIDE NEW CONDUIT ID TAG: JBPS-c4-PCP, ".4

5. PROVIDE NEW CONDUIT ID TAG: PCP-c4-JB6, "FLOAT-STERN".

THE FCM WITH CORD/PLUG ORIGINATING ON FLEXIFLOAT

AND RECEPTACLE. RECEPTACLE SHALL BE LOCATED ON

4. CONNECTORIZE THIS CIRCUIT WITH NEW CORD/PLUG

MOVE ATTACHMENTS TO THE FCM STRUCTURE.

3. CONDUITS ARE CURRENTLY ATTACHED TO FLEXIFLOAT.

FISH COLLECTOR DESIGN.

2. SEE INFORMATIONAL DRAWINGS FOR EXISTING

INDICATED OTHERWISE.

1. ALL ITEMS SHOWN ARE EXISTING UNLESS

NOTES:

INSTRUMENTATION, CONTROL & ALARM PLAN

DETAIL

FRONT

CABINET AND PCP .

PLACES. PROVIDE GASKET (OR SEALANT) BETWEEN NEW BASE TERMINAL

4. BOLT PCP AND NEW BASE TERMINAL CABINET TOGETHER IN A MIN. OF 8

ACCESSORIES.

STAND. SEE DRAWINGS FS-E10 AND FS-E11 FOR REQUIRED WIRE TERMINATION

DRAWINGS SHALL INCLUDE CONNECTION DETAILS BETWEEN PCP AND BASE

NEW CABINET SHALL BE DESIGNED TO SUPPORT WEIGHT OF PCP. SHOP

WITH PADLOCKABLE HANDLE. SUBMIT SHOP DRAWINGS FOR APPROVAL.

3. BASE TERMINATION CABINET SHALL BE 24" H X 30" W X 24" W, NEMA 4X S.S.

2. SEE INFORMATIONAL DRAWINGS FOR EXISTING FISH COLLECTOR DESIGN.

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

FS-E04

REAR

" C.)4

LE-u4-PCP (SENSOR CABLE, " C.)4

AT1-u6-PCP (3-STP, " C.)4

LE-u1-PCP (SENSOR CABLE, " C.)4

AT2-u7-PCP (3-STP, CP1-u8-PCP (3-STP, 3/4" C.)

" C.)4

AT1-c5-PCP (14#14, 1#14G, " C.)4

AT2-c6-PCP (14#14, 1#14G, " C.)4

CP1-c7-PCP (14#14, 1#14G, " C.)4

LE-u5-PCP (2-SENSOR CABLES, " C.)4

LE-u2-PCP (2-STP, " C.)4

PE-u3-PCP (SENSOR CABLE, " C.)4

FRC1-r3-PCP (2#10, 1#10G, " C.)4

PCP-u3-GFM (3-STP, 4#14, 1#14G, " C.)4

EM2-c4-PCP (8#14, 1#14G, " C.)4

EM1-c3-PCP (2#14, 1#14G, " C.)4

HPU-c1-PCP (10#14, 1#14G, TSP, " C.)4

JBPS-c4-JB6 (14#14, 1#14G, " C.)4

JBPS-c4-JB6 (14#14, 1#14G, " C.)4

SP-c8-PCP (4#14, 1#14G, " C.)4

SP-c2-PCP (2#14, 1#14G, " C.)4

SC-c1-PCP (14#14, 1#14G, 12"

SCALE: 1"= 1'-0"

6" 0 1'

(BOW)

FRONT

(BOW)

FRONT

(STERN)

REAR

(STERN)

REAR

SEE DETAIL 2

CONDUITS ENTERING PCP

SEE DETAIL 2

CONDUITS ENTERING PCP

S.S. NEMA 4X ENCLOSURE

72" H X 30" W X 24" D

HOFFMAN #A-723024SSFSDAN4

NEW PAINTED STEEL BACK PANEL

FILL

QUANTITY AS REQ'D FOR WIRE

NEW 2" MIN. CHASE NIPPLES

NEW PAINTED STEEL BACK PANEL

BASE TERMINAL CABINET

HOLES PRIOR TO SETTING ON NEW

SEAL EXISTING CONDUIT ENTRY

BASE STANDBASE STAND

PCP-c4-JB6

SHOULD BE:

JBPS-c4-PCP

SHOULD BE:

BASE STAND

FILL

QUANTITY AS REQ'D FOR WIRE

NEW (2" MIN.) CHASE NIPPLES

NEW TERMINAL BLOCKS

NEW TERMINAL BLOCKS

(SHOWN WITH DOOR REMOVED)

BASE TERMINATION CABINET

NEW CUSTOM BUILT BASE TERMINATION CABINET

NEW CUSTOM BUILT

NEW PADLOCKABLE HANDLE

PCP CONDUIT ENTRY PLAN

EXISTING FRONT (BOW) VIEW

PUMP CONTROL PANEL, PCP

EXISTING SIDE (PORT) VIEW

PUMP CONTROL PANEL, PCP

MODIFIED REAR (STERN) VIEW

PUMP CONTROL PANEL, PCP

MODIFIED SIDE (PORT) VIEW

PUMP CONTROL PANEL, PCP

NO SCALE

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

R T

L A

N D

O R

E G

O N

F S -E

.d g n

A N

S I

D

G E

C D

B D

B

B

B A

N N

IS

T E

R

E L E

C T

R

IC

A L

FS-E05

:1

M O

D

IF

IC

A T

IO

N S

P U

M P C

O N

T R

O L P

A N

E L

F O

L L

O W -O

N

F

C M R

A

IS

E

F

IS

H C

O L L E

C T

O R

P O

R T

A B

L E F

L O

A T

IN

G

W

IL

L A

M E T

T E V

A L L

F

O R

T U

N Y P .E

/1

/2

G E

C D

W B

F

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

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US Army Corps

P L

O T D

A T

E

54321

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/3 /2

DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 11/3/2014 8:43:19 AM BY USERNAME: G2ecdbdb SHEET NAME: FS-E05

PORTLAND DISTRICT

OUTLETS ON

SIDE. SEE

PHOTO BELOW

DETAIL

DETAIL

5. THESE DETAILS ARE SIMILAR FOR ALL 4 WINCH TENSION METERS.

PORTIONS TO ACCOMODATE THE RAISE.

NEAR TENSION METERS MAY NEED TO BE REPLACED WITH LONGER

4. PORTIONS OF LT FLEX CONDUIT THAT CROSS FLEXIFLOAT JOINTS

CONDUIT AND CORD CONNECTORS HAVE BEEN REMOVED.

STAND. PLUG HOLES IN J-BOXES WITH APPROVED HOLE SEALS ONCE

SHOWN. RECONNECT CABLE DIRECTLY TO DISPLAY ON CONTROL

CONNECTORS FROM J-BOX AND REINSTALL ON RIGID CONDUIT AS

SUFFICIENT SLACK FOR FCM RAISE. REMOVE CORRESPONDING CORD

THEN REMOVE PORTIONS OF CONDUIT (AS INDICATED) TO PROVIDE

STAND AND PULL BACK THROUGH CORD CONNECTORS ON J-BOX.

3. UNPLUG TENSION METER CABLES FROM DISPLAY ON CONTROL

DESIGN.

2. SEE INFORMATIONAL DRAWINGS FOR EXISTING FISH COLLECTOR

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

1 3

FS-E04FS-E04

FS-E04-

(SEE NOTE 3)

CORD CONNECTOR, TYP.

(SEE NOTE 3)

TENSION METER CABLES

TENSION METER

TENSION METER CABLES

FLEXIFLOAT

FCM STRUCTURE

TO BE REMOVED (SEE NOTE 3)

TENSION METER CABLE CONDUITS

TO BE REMOVED (SEE NOTE 3)

TENSION METER CABLE CONDUITS

J-BOX TO END OF RIGID CONDUIT

RELOCATE CORD CONNECTORS ON

J-BOX TO END OF RIGID CONDUIT

RELOCATE CORD CONNECTORS ON

TO FCM STRUCTURE

FLEXIFLOAT. MOVE ATTACHMENT

RIGID CONDUIT ATTACHED TO

TO FCM STRUCTURE

FLEXIFLOAT. MOVE ATTACHMENT

RIGID CONDUIT ATTACHED TO

TO FCM STRUCTURE

FLEXIFLOAT. MOVE ATTACHMENT

RIGID CONDUIT ATTACHED TO

TO FCM STRUCTURE

FLEXIFLOAT. MOVE ATTACHMENT

RIGID CONDUIT ATTACHED TO

TO BE REMOVED (SEE NOTE 3)

TENSION METER CABLE CONDUITS

(SEE NOTE 4)

TENSION METER LT FLEX CONDUITS

F

O R

T U

N Y P .E

/1

/2

FS-E06

F O

L L

O W -O

N

F

C M R

A

IS

E B F

O R

T U

N Y P .E

G E

C D

W B

F

B F

O R

T U

N Y P .E

G E

C D

W

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

S I

D F S -E

.d g n

G E

C D

B D

B

B

B A

N N

IS

T E

R

G E

C D

W B

F

T E

N S

IO

N M

E T

E R C

A B

L E C

O N

N E

C T

IO

N S

E L E

C T

R

IC

A L

H C

O L L E

C T

O R

P O

R T

A B

L E F

L O

A T

L A

M E

T T

E V

A L L E

Y

TENSION METER

(SEE NOTE 4)

TENSION METER LT FLEX CONDUITS

TENSION METER CABLES

(SEE NOTE 4)

TENSION METER LT FLEX CONDUITS

CONTROL STAND

(SEE NOTE 3)

CORD CONNECTOR, TYP.

(SEE NOTE 4)

TENSION METER LT FLEX CONDUITS

TO BE REMOVED (SEE NOTE 3)

TENSION METER CABLE CONDUITS

SEE DETAIL 2

D E

T A

IL

S

(SEE NOTE 3)

DISPLAY ON CONTROL STAND

TENSION METER CABLES TO

TENSION METER CABLE CONDUITS

FRONT VIEW REAR VIEW

TENSION METER CABLE CONDUITSTYP. OF JBSB, JBSS, JBPB & JBPS (JBPS SHOWN)

TYP. FOR JBSB, JBSS, JBPB & JBPS (JBPS SHOWN)

NOTES:

NO SCALE

NO SCALE NO SCALE

NO SCALE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

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R of Engineers

US Army Corps

P L

O T D

A T

E

54321

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 10/17/2014 9:22:41 AM BY USERNAME: G2ecdbdb SHEET NAME: FS-E06

DETAIL DETAIL

DETAIL

FCA1-6 (2#10, 1#10G)

JB2-r2-S1 (6#10, 1#10G)

JB1-r3-RSP (4#10, 1#10G)

LP3-r2-JB2 (6#10, 1#10G)

LP3-r8-JB1 (2#10, 1#10G)

LP1-r1-JB2 (6#10, 1#10G)

LP1-r2-JB1 (2#10, 1#10G)

PT-r1-JB4 (2#12, 1#12G)

RECEPTACLE LOCATED ON THE FCM STRUCTURE.

FLEXIFLOAT "FLOAT-STERN" TO A NEW CORRESPONDING

WITH NEW CORD/PLUG FROM ORIGINATING ON

3. CKTS IDENTIFIED BELOW MUST BE CONNECTORIZED

FISH COLLECTOR DESIGN.

2. SEE INFORMATIONAL DRAWINGS FOR EXISTING

INDICATED OTHERWISE.

1. ALL ITEMS SHOWN ARE EXISTING UNLESS

FS-E02

FS-E03

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D D

IS

T R

IC

R T

L A

N D

O R

E G

O N

F S -E

.d g n

A N

S I

D

G E

C D

B D

B

B

B A

N N

IS

T E

R

E L E

C T

R

IC

A L

FS-E07

:1

J B J B J

B

F O

L L

O W -O

N

F

C M R

A

IS

E

F

IS

H C

O L L E

C T

O R

P O

R T

A B

L E F

L O

A T

IN

G

W

IL

L A

M E T

T E V

A L L

F

O R

T U

N Y P .E

/1

/2

G E

C D

W B

F

D E

T A

IL

S

SEE NOTE 3SEE NOTE 3SEE NOTE 3SEE NOTE 3SEE NOTE 3

NEW SOOW CORD AND PLUG.

CONDUCTORS FOR CONNECTIONS TO

TO TERMINATE INCOMING

PROVIDE NEW TERMINAL BLOCKS

AND PLUG

AND WIRE) WITH NEW SOOW CORD

REPLACE OUTGOING CKT (CONDUIT

JB4 (SEE DETAIL 4)

JB2 (SEE DETAIL 3)

JB1 (SEE DETAIL 2)

FCA1-6 (2#10, 1#10G)

LP1-r2-JB1 (2#10, 1#10G)

JB1-r3-RSP (4#10, 1#10G)

SOOW CORD AND PLUG

(CONDUIT AND WIRE) WITH NEW

REPLACE 3 OUTGOING CKTS

FCA1-6 (2#10, 1#10G)

LP1-r2-JB1 (2#10, 1#10G)

JB1-r3-RSP (4#10, 1#10G)

SOOW CORD AND PLUG

(CONDUIT AND WIRE) WITH NEW

REPLACE 3 OUTGOING CKTS

FCR1-6 (2#10, 1#10G)

LP1-r2-JB1 (2#10, 1#10G)

JB1-r3-RSP (4#10, 1#10G)

SOOW CORD AND PLUG

(CONDUIT AND WIRE) WITH NEW

REPLACE 3 OUTGOING CKTS

(8#10, 1#10G)

FCR1-r6,8,10,12

(16#10, 1#10G)

FCA1-r2,3,9,10,11,12,13,15

LP1-r1-JB2 (6#10, 1#10G)

JB2-r2-S1 (6#10, 1#10G)

SOOW CORD AND PLUG.

CKTS (CONDUIT AND WIRE) WITH

PASS THRU. REPLACE 2 OUTGOING

BLOCKS TO TERMINATE 4#10 THAT

PROVIDE ADDITIONAL TERMINAL

JB1 INTERIOR

JB2 INTERIOR

JB4 INTERIOR

JB1, JB2, JB4

NOTES:

NO SCALE NO SCALE

NO SCALE

NO SCALE

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

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54321

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 10/17/2014 9:24:30 AM BY USERNAME: G2ecdbdb SHEET NAME: FS-E07

DETAILDETAIL

EXISTING FLEX .

IN A LOCATION THAT ACCOMODATES THE LENGTHS OF

3. REATTACH JB5 TO FCM STRUCTURE (AFTER THE RAISE)

2. TEMPORARILY SUPPORT JB5 DURING FCM RAISE.

1. REMOVE JB5 FROM FCM STRUCTURE.

JB5 RELOCATION

EXISTING FLEX.

IN A LOCATION THAT ACCOMODATES THE LENGTHS OF

3. REATTACH JB5 TO FCM STRUCTURE (AFTER THE RAISE)

2. TEMPORARILY SUPPORT JB5 DURING FCM RAISE.

1. REMOVE JB6 FROM FCM STRUCTURE.

JB6 RELOCATION

2. PROVIDE NEW CONDUIT ID TAG: PCP-c4-JB6

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

FS-E03

FS-E04

FCM STRUCTURE

B F

O R

T U

N Y P .E

/1

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FS-E08

F O

L L

O W -O

N

F

C M R

A

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

S I

D F S -E

.d g n

G E

C D

B D

B

B

B A

N N

IS

T E

R

G E

C D

W B

F

J B A

N D J

B

E L E

C T

R

IC

A L

H C

O L L E

C T

O R

P O

R T

A B

L E F

L O

A T

L A

M E

T T

E V

A L L E

Y

"FLOAT-PORT"

STRUCTURE ON FLEXIFLOAT

IS NOT ROUTED THROUGH

REROUTE CONDUIT SO IT

" C. (BEHIND)4

SWP-r9-JB5, FLEXIFLOAT "FLOAT-STERN"

AND NEW RECEPTACLE ON

CONNECTION BETWEEN JB5 AND

PROVIDE NEW CORD/PLUG

WITH NEW 5#10 & 1#10G AND

REPLACE EXISTING 4#10 & 1#10G

" C.4

FCR1-r2-JB5, FLEXIFLOAT "FLOAT-STERN"

FLEXIFLOAT "FLOAT-PORT"

FLEXIFLOAT "FLOAT-STERN"

AND NEW RECEPTACLE ON

CONNECTION BETWEEN JB5 AND

PROVIDE NEW CORD/PLUG

WITH NEW 5#10 & 1#10G AND

REPLACE EXISTING 4#10 & 1#10G

FCR1-r2-JB5

"FLOAT-PORT"

STRUCTURE ON FLEXIFLOAT

IS NOT ROUTED THROUGH

REROUTE CONDUIT SO IT

" C.4

SWP-r9-JB5, FLEXIFLOAT "FLOAT-STERN"

JB5 (SEE DETAIL 3)

JB5 (SEE DETAIL 3)

JB6 (SEE…