W9127N18B0009_ADVERTISE_DWGS.pdf

PDF 9 MB Posted Jul 27, 2018

Attached to: John Day Dam Lamprey Passage Structure Improvements and Developments Phase III
Solicitation number: W9127N18B0009
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Solicitation W9127N18B0009 Drawings

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File	Type	Posted
B.01.02_Abstract_18B0009.pdf	PDF	Sep 12, 2018
AMD_0001_W9127N18B0009.pdf	PDF	Aug 22, 2018
W9127N18B0009_SPECS.pdf	PDF	Jul 27, 2018
FIO_DWGS.pdf	PDF	Jul 27, 2018

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BASELINE LAYOUT HORIZONTAL AND VERTICAL CONTROL.

HORIZONTAL AND VERTICAL CONTROL. SEE FIO DRAWING JDG-1-0-1/29 CONSTRUCTION

3.) CONTRACT DRAWINGS AND FIO DRAWINGS ARE ON JOHN DAY "AS-CONSTRUCTED"

FIO DRAWING IS FOR REFERENCE ONLYDENOTES5

FIO DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGSDENOTES4

THE COMPLETION OF THIS CONTRACT

FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS ATDENOTES3

COMPLETION OF THIS CONTRACT

DRAWING SHALL BE UPDATED (RED-LINED) BY THE CONTRACTOR AT THEDENOTES2

FIO DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACTDENOTES1

2.) SHEET ACTION NUMBER IDENTIFICATION KEY AS SHOWN BELOW:

1.) FIO DENOTES "FOR INFORMATION ONLY"

S O

A T

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S U

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C A

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

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C H

E C

K E

D B

NOTES:

J O

H N D

A Y L

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U .S

A R

M Y C

O R

P S O

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X X

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G E

C D

B D

G-001

O R

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A W

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N D

E X

P H

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E I

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V E

M E

N T S D

E V

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L A

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Y P

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G E S

T R

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T U

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A D

V E

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PORTLAND DISTRICT

ABBREVIATIONS AND GENERAL NOTES

3. SEE SHEET E-001 FOR ELECTRICAL LEGEND, AND

2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

1. SEE SHEET G-001 FOR DRAWING INDEX

S O

A T

N N

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D E

N E

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D E

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A R

D A

T E

S U

B M

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D B

P L

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C A

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R A

C T N

IDENTIFICATION

SHEET

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T E

A P

P R

D R

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B E

R of Engineers

US Army Corps

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K E

D B

SYMBOL

IDENTIFICATION

DETAIL

APPEARS *

WHICH DETAIL

SHEET NUMBER ON

IT WAS TAKEN

THE SAME SHEET AS

DETAIL APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

WAS TAKEN *

WHERE DETAIL

SHEET NUMBER

WAS TAKEN *

NUMBER WHERE SECTION

SHEET IDENTIFICATION

APPEARS *

ON WHICH SECTION

SHEET IDENTIFICATION

SYMBOL

IDENTIFICATION

SECTION

WAS TAKEN

THE SAME SHEET AS IT

SECTION APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

FOR DETAILS

NUMERIC VALUE

FOR SECTIONS

ALPHA VALUE

LEGEND:

FLF1.110zzzzzzzzzzz_G-3DXXXX.DGN

5. MODEL FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

UNDERSCORE SYMBOL, "_"

DISCIPLINE (SEE LEGEND NOTE 7)

DASH SEPARATOR, "-" (REQUIRED)

MODEL FILE TYPE (3D OR 2D)

USE "X" FOR UNUSED SPACES)

USER DEFINED(4 CHARACTERS ONLY;

FILE EXTENSION

(11) CHARCTERS MAX. OMIT IF NOT USED

MODEL DESCRIPTION (USER DEFINED)

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(JD = JOHN DAY)

PROJECT CODE

GENERAL NOTES:

GENERAL FEATURES (OR "ALL SHEETS ARE CIVIL")DENOTES-

SHALL BE AS SHOWN BELOW:

10. CIVIL AREA FEATURE DESIGNATOR FOR "C" SHEETS IDENTIFICATION

SOUTH FISH LADDER STRUCTUREDENOTESS

NORTH FISH LADDER STRUCTUREDENOTESN

GENERAL FEATURES (OR "ALL SHEETS ARE ELECTRICAL")DENOTES-

SHALL BE AS SHOWN BELOW:

9. ELECTRICAL AREA FEATURE DESIGNATOR FOR "E" SHEETS IDENTIFICATION

SOUTH FISH LADDER STRUCTUREDENOTESS

NORTH FISH LADDER STRUCTUREDENOTESN

GENERAL FEATURESDENOTES-

SHALL BE AS SHOWN BELOW:

8. STRUCTURAL AREA FEATURE DESIGNATOR FOR "S" AND "A" SHEETS IDENTIFICATION

ELECTRICALDENOTESE

MECHANICALDENOTESM

STRUCTURALDENOTESS

LANDSCAPEDENOTESL

CIVILDENOTESC

ARCHITECTURALDENOTESA

GENERALDENOTESG

SHALL BE AS SHOWN BELOW:

7. ENGINEERING DISCIPLINE DESIGNATOR FOR SHEET IDENTIFICATION

3D VIEWSDENOTES9

USER DEFINEDDENOTES8

REINFORCEMENT (USER DEFINED)DENOTES7

SCHEDULES AND SCHEMATICSDENOTES6

DETAILSDENOTES5

ENLARGED VIEWSDENOTES4

SECTIONSDENOTES3

ELEVATIONSDENOTES2

PLANSDENOTES1

GENERALDENOTES0

SHOWN BELOW:

6. TYPE DESIGNATOR FOR SHEET IDENTIFICATION SHALL BE AS

SA302

3. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

TYPE DESIGNATOR (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

(SEE NOTES 8, 9, AND 10)

AREA FEATURE

DISCIPLINE (SEE NOTE 7)

JDF1.110_G-102XXX.DGN

UNDERSCORE SYMBOL, "_"

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(JD = JOHN DAY)

PROJECT CODE

4. SHEET FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

DISCIPLINE (SEE NOTE 7)

AREA FEATURE (SEE NOTES 8, 9, AND 10)

SHEET TYPE (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

USE "X" FOR UNUSED SPACES)

USER DEFINED(3 CHARACTERS ONLY;

FILE EXTENSION

J O

H N D

A Y L

O C

K A

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A R

M Y C

O R

P S O

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G-002

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X-1##

" = 1'-0"8

3SCALE:

SECTION

X-3##

X-5##

SCALE: NONE

DETAIL

X-5##

OREGON

WASHINGTON

LONGVIEW

VANCOUVER

ASTORIA

PORTLAND

SALEM

P A C I F I C

O C E A N

INTERSTATE

W I L

L A

M E

T T

REV

HOOD RIVER

THE DALLES

COLUMBIA RIVER

L O

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N D D

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E V

L E

DISTRICT BOUNDARY MAP

LOCAL VICINITY MAP

PROJECT SITE MAP

SCALE: NONE

PROJECT PHOTO LOOKING EASTERLY

INTERSTATE

SOUTH FISH LADDER

NORTH FISH LADDER

EXIT

WORK AREA

& STAGING AREA

CONTRACTOR'S OFFICE

S O

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C T N

IDENTIFICATION

SHEET

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T E

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U M

B E

R of Engineers

US Army Corps

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MILES

0 10 20 30 40 50

RUFUS

COLUM

VER

W A S H I N G T O N

O R E G O N

NAVIGATION LOCK

JOHN DAY DAM

POWERHOUSE

KLIC

KIT

AT C

SHERMAN C

STATE BOUNDARY

(S .P S

U.P.R .R.

SPILLWAY

J O

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G-003

J D

F .1

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DAY

DAM

ROAD

ASH

STATE H

W Y 14

JOHN DAY DAM LANE

O R

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B Y:

T D

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

1 2 3 4 5

54321

S-001

N D

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G E

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III

U C

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. R

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G 2E

C D

N R

H G

2E C

D R

M . D

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P .E

F- 1.

S-

.D W

M S

Fi le

L as t S av ed B y:

GENERAL STRUCTURAL NOTES:

1. FOR NEW STRUCTURAL STEEL FABRICATION, SEE SPECIFICATION SECTION 05 50 14.00 25, STRUCTURAL STEEL AND MISCELLANEOUS METAL.

2. UNLESS OTHERWISE NOTED, ALL POST INSTALLED ANCHORS SHALL BE STAINLESS STEEL, MECHANICAL ANCHOR, HILTI KB‐TZ OR APPROVED EQUAL. PROVIDE DIAMETER

AND EMBEDMENT AS SPECIFIED ON THE CONTRACT DRAWINGS. INSTALL ALL ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

3. POST INSTALLED ANCHORS SHALL MEET ESR‐1917 EVALUATION REPORT. OTHER MANUFACTURERS PRODUCTS THAT MEET AN ESR STANDARD COMPARABLE TO THE

HILTI STANDARD MAY BE USED UPON APPROVAL. ADHESIVE ANCHORS SHALL NOT BE USED IN CONTINUOUS TENSION SITUATIONS AND SHALL NOT BE USED FOR

OVERHEAD APPLICATIONS.

4. ALL STAINLESS STEEL SHAPES, PLATES, AND BARS SHALL MEET THE REQUIREMENTS OF ASTM A276 OR ASTM A240 TYPE 304, UNLESS NOTED OTHERWISE.

5. PAINT NEW REMOVABLE GUARDRAIL TO MATCH EXISTING.

6. MINIMUM FILLET WELD SIZE IS 316", UNO.

7. ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL HAVE 34" CHAMFERS UNLESS NOTED OTHERWISE.

ADULT FISH LADDER

EL. 185

FISH LADDER ENTRANCE

SPILLWAY BAY 1

A S-101

SCALE:

SITE PLAN - JOHN DAY NORTH FISH LADDER

1" = 20'N

N . N

O N

-O

O W

FLOW

ABBREVIATIONS:

ANCH = ANCHOR

A.B. = ANCHOR BOLT

APPROX. = APPROXIMATE

CJP = COMPLETE JOINT PENETRATION

CF = CUBIC FEET

= CENTERLINE

CLR = CLEAR

CONC. = CONCRETE

DIA. = DIAMETER

D/S = DOWNSTREAM

DWG = DRAWING

ELEV = ELEVATION

EXIST. = EXISTING

GALV. = GALVANIZED

L = ANGLE

MAX = MAXIMUM

MIN = MINIMUM

NO. = NUMBER

NTS = NOT TO SCALE

PL = PLATE

REF = REFERENCE

REQ'D = REQUIRED

SCH = SCHEDULE

SHT = SHEET

STD = STANDARD

S.S. = STAINLESS STEEL

TYP. = TYPICAL

UNO = UNLESS NOTED OTHERWISE

U/S = UPSTREAM

W/ = WITH

1 2 3 4 5

54321

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US Army Corps of Engineers

PORTLAND DISTRICT

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

S-101

N D

O C

D D

G E

U C

III

U C

. R

. H

G 2E

C D

N R

H G

2E C

D R

M . D

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F- 1.

S-

M S

Fi le

L as t S av ed B y:

12" 0

SCALE: 12"= 1'-0"

1' 2' 3' 4'

CANTILEVERED SECTION OVER

GRATING

WALL MOUNTED JIB

CRANE. SEE SHEET S-502

EXISTING GRATING AND

TRAP BOX NOT SHOWN

EXISTING FLUME

TRANSITION

DEMO EXISTING

SUPPORT FRAME

ELECTRICAL TO

BE REMOVED BY

OTHERS.

CONNECTION FLANGE.

FIELD VERIFY EXISTING HOLE

LOCATIONS AND MATCH DRILL

NEW SUPPORT FRAME HOLES.

NOTES:

1. DEMOLISH EXISTING UPWELLING BOX SUPPORT FRAME AND PROVIDE NEW GAVALNIZED STEEL FRAME AS

SHOWN ON SHEET S-503.

INSTALLATION SEQUENCE:

1. REMOVE ALL BOLTS AT FLUME TRANSITION PIECE AND EXISTING ELECTRICAL EQUIPMENT ATTACHED TO THE

EXISTING FRAME.

2. REMOVE ALL BOLTS ATTACHING THE UPWELLING BOX TO THE SUPPORT FRAME. FIELD VERIFY HOLE LOCATIONS FOR USE WITH NEW FASTENERS. CUT CONNECTION FLANGE AND SET ASIDE UPWELLING BOX. MATCH

DRILL HOLE LOCATIONS PRIOR TO INSTALLATION OF NEW SUPPORT FRAME.

3. INSTALL NEW TYPE 1 GUARDRAIL AROUND THE EXISTING FLUME.

4. INSTALL NEW SUPPORT FRAME AND ANCHORAGE IN THE LOCATION SHOWN ON SHEET S-503. RE-ATTACH THE

EXISTING UPWELLING BOX TO THE NEW SUPPORT FRAME.

5. RE-ATTACH EXISTING FLUME TRANSITION.

SCALE:

ISOMETRIC: LPS

NTS

SCALE:

- 1/2" = 1'-0"

DETAIL

SCALE:

EXISTING UPWELLING BOX

NTS

SCALE:

S-001 1/8" = 1'-0"

PLAN: LAMPREY PASSAGE STRUCTURE EL. 185

1 2 3 4 5

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S-501

N D

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III

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. 1

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S, S

O N

S, A

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N 6/

G 2E

C D

N R

H G

2E C

D R

M . D

. H

F- 1.

S-

M S

Fi le

L as t S av ed B y: SCALE: 3"= 1'-0" 0 3" 6" 12"

SCALE: 1"= 10'

10' 0 10'

SCALE: 34"= 1'-0"

12" 6" 0 1' 2'

3'-51 2"

1'-81 2"

2'-101 2"

16" DIA HOLE FOR 14" X 3" LG SS

HILTI KWIK BOLT 3 WITH COUNTERSUNK

HEAD, OR APPROVED EQUAL.

SCALE:

PARTIAL PLAN: EL. 185 DECK DEMO

3/4" = 1'-0"

SCALE:

PARTIAL PLAN: EL. 185 DECK OPENING

1" = 1'-0"

NOTES:

1. 3'-4 12" LONG BY 5'-4 12" WIDE 5-INCH I-BEAM OPEN GRID STEEL GRATING, GALV. LB FOSTER FABRICATED BRIDGE PRODUCTS 5-INCH

RB 6.2M OR APPROVED EQUAL. BAND ALL EDGES WITH 2 12 X1

4 BAR.

2. SEE SHEET E-102 FOR EXISTING EMBEDDED CONDUITS IN THIS AREA. DO NOT CUT EXISTING CONDUIT.

3. SCAN EXISTING CONCRETE TO LOCATE EXISTING REINFORCMENT AND EMBED MATERIALS. SUBMIT THE RESULTS IAW SPEC SECTION SHOWING THE LOCATION OF NEW CONDUIT AND DECK OPENING. DO NOT SAWCUT UNTIL THIS SUBMITTAL HAS BEEN APPROVED

BY THE GOVERNMENT.

4. PROVIDE BANDED OPENING IN GRATING TO ALLOW CABLE PASS THROUGH AS SHOWN. REFERENCE SHEET E-502 DETAILS 3 FOR ADDITIONAL TROUGH DETAILS. DIMENSIONS SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED AND INDICATED ON THE APPLICABLE SHOP

DRAWINGS. WHEN CABLES ARE INSTALLED, INSTALL TROUGH COVER AS SHOWN IN DETAIL 3.

5. EDGE OF COVER SHOULD BEAR ON GRATING BANDING AT THIS LOCATION WITH A MIN 12" OVERHANG.

SCALE:

- 6" = 1'-0"

SECTION

4 12"x4"x

8" GALV. PL

CENTERED ON

BOLT. TYP ALL

GRATING ATTACH.

LOCATIONS.

3/16 2-2 OFFSET WELD TO AVOID

NUT INTERFERENCE

3/16 TYP

4" (TYP)

3"X1

4" GALV PL

2" Ø HILTI KB-TZ

MECHANICAL ANCHOR

OR APPROVED EQUAL.

SPACED AT 12" O.C.

2" Ø GALV HEX HEAD BOLT W/

WASHER. WELD NUT TO BTM

OF 38" PL. 4 BOLTS MIN REQ'D PER

SECTION.

2' -8

4 12" x 14" GALV

PLATE

NOTE 1

GRATING, SEE NOTE 1.

SCALE:

- 3" = 1'-0"

DETAIL: BEARING PLATE

3" 3"

PUMP CABLE TROUGH.

SEE NOTE 4.

SCALE:

- 3" = 1'-0"

DETAIL

SCALE:

- 3" = 1'-0"

DETAIL: TROUGH COVER

SCALE:

- 1' = 1'-0"

SECTION

4" GALV PL

(TYP)

4" GAP BTWN EDGE

OF BEARING PLATE

AND EXISTING CONC

(TYP)

EXIST.

CONCRETE

PROVIDE TYPE 2 GUARDRAIL FOR

THIS OPENING. INSTALL GUARDRAIL

WHEN PUMPS ARE IN PLACE AND THE

GRATING IS REMOVED. SEE SHEET S-504

FOR DETAILS.

3' -6

9' -4

3' -6

EXISTING DECK OPENING.

UPWELLING BOX AND FLUME

NOT SHOWN FOR CLARITY

EXISTING COLUMN

4'-3"

1'-0"

1' -9

OUTLINE OF

EXISTING DIFFUSER

WELL

5'-6"

SAW CUT EXISTING CONCRETE

DECK IAW SPEC SECTION 03 31 00.

PUMP CABLE TROUGH,

SEE SHEET E-502 FOR

DETAILS. DIMENSIONS

ARE APPROXIMATE.

FIELD VERIFY.

CUT CHANNEL FOR

ELECTRICAL CONDUIT

EMBED. SEE SHEET E-502

FOR DETAILS. DIMENSIONS

ARE APPROXIMATE. FIELD

VERIFY.

SEE NOTE 2.

5'-0" OPENING

3' -0

" O

3" (TYP)

4" R

4" GAP MIN.

EXISTING

CONCRETE

4" 21

MOUSE HOLE FOR

CABLE ENTRY.

GRIND ALL CUT

EDGES SMOOTH.

DEMO EXISTING

WOOD GUARDRAIL

BEARING PLATE. SEE

DETAIL 1.

2" GALV PLATE

4" X 12" BAR3/16

6" B

3' -1

TROUGH COVER.

SEE DETAIL 3.

GRIND EDGE SMOOTH

NEAR PUMP CABLES.

THIS EDGE OF COVER

PLATE MUST BEAR ON

AND EXTEND PAST BAND

2" MIN.

G R

D W

N B

N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

S-502

U C

M P

H O

O R

O N

, E

O N

, A N

D D

N . R

. H

G 2E

C D

N R

H G

2E C

D R

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

1 2 3 4 5

N D

O C

D D

G E

U C

III

M . D

. H

F- 1.

S-

M S

Fi le

L as t S av ed B y: SCALE: 34"= 1'-0" 12" 6" 0 1' 2' 12"

SCALE: 1"= 1'-0"

6" 0 1'12" 0

SCALE: 12"= 1'-0"

1' 2' 3' 4'

NOTES:

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. PROVIDE WALL MOUNTED JIB HOIST TO MATCH OVERALL DIMENSIONS SHOWN IN DETAIL 1. HOIST CAPACITY MUST

BE 1500 LBS AT EACH LIFTING EYE.

3. SUBMIT JIB HOIST COMPONENT DESIGN CALCULATIONS AND PRODUCT DATA FOR APPROVAL.

4. SUBMIT CONCRETE ANCHOR DESIGN CALCULATIONS FOR APPROVAL.

5. PROVIDE A HORIZONTAL BRACE AS SHOWN TO RESIST A LATERAL LOAD OF 3000 LBS IN B

OTH DIRECTIONS. DESIGN

JIB TO ROTATE 90 DEGREES AND STOW AGAINST THE FISH LADDER WALL. HORIZONTAL BRACE

MUST LOCK INTO PLACE

USING AN EASY TO REMOVE PIN OR BOLTED CONNECTION IN BOTH THE STORAGE AND OPERATING ORIENTATIONS.

6. DIMENSIONS DENOTED "Y" AND "X" ARE DEPENDENT UPON FINAL DESIGN BY CONTRACTOR. INDICATE THESE

DIMENSIONS ON THE SHOP DRAWINGS SUBMITTED FOR APPROVAL.

'-6

FACE OF EXISTING COLUMN

(BEYOND)

FACE OF FISH LADDER

WALL

WALL MOUNTED

JIB CRANE. SEE NOTE 2.

4'-31 2"

6'-57 8"

7' -0

3'-0"

SCALE:

ELEVATION: EL. 185 DECK

1/2" = 1'-0"

HORIZONTAL ROD

ATTACHMENT POINT,

SEE NOTE 5.

HORIZONTAL BRACE,

SEE NOTE 5.

EXISTING UPWELLING BOX AND NEW SUPPORT FRAME.

MECHANICAL COMPONENTS NOT SHOWN.

ALL WALL CONNECTIONS TO BE DESIGNED BY CONTRACTOR

AND SUBMITTED FOR APPROVAL.

VERTICAL BRACE TO BE DESIGNED BY CONTRACTOR

AND SUBMITTED FOR APPROVAL.

1" THRU

EL 185

SCALE:

- 3/4" = 1'-0"

SECTION

EXISTING DECK

OPENING

SCALE:

- 1" = 1'-0"

DETAIL

SEE NOTE 6.

D W

N B

N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

1 2 3 4 5

S-503

N D

O C

D D

G E

U C

III

U C

G B

O X

O R

, S

N S, A N

D D

N . R

. H

G 2E

C D

N R

H G

2E C

D R

M . D

. H

F- 1.

S-

M S

Fi le

L as t S av ed B y:

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

3'-6"

2' -6

2'-4"

1'-0"

2' -5

2X1X1 4 HSS 2x1x1

4 HSS

1" TYP

1" T

16"

1'-10"

1'-4"

2" 5" 5"

1'-0"

NOTES:

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. ALL CONCRETE ANCHORS TO BE 12" Ø HILTI HDI GALV THREADED

INSERT ANCHORS OR APPROVED EQUAL.

3. ALL STRUCTURAL MEMBERS ARE GALV 2X2X0.25 HSS, UNLESS NOTED OTHERWISE.

3/163 SIDES

2" PLATE

(3 REQ'D)

3/16 TYP

3/16

3/16TYP

SCALE:

PLAN: UPWELLING BOX SUPPORT FRAME

3" = 1'-0"SCALE:

ISOMETRIC: UPWELLING BOX ASSEMBLY

NTS

SCALE:

- 3" = 1'-0"

DETAIL

SCALE:

- 3" = 1'-0"

DETAIL

SCALE:

- 3" = 1'-0"

DETAIL

SCALE:

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

SECTION

SCALE:

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

SECTION

SCALE:

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

SECTION

SCALE:

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

SECTION

2'-4"

2" PLATE

3/16 TYP

3/163 SIDES1'-0"

1'-6"

TYP ALL

RADIUS EDGES

CUT EXISTING FLANGE

IN THIS LOCATION.

TRAP BOX CONNECTION

NOT SHOWN

EXISTING UPWELLING

BOX AND FLUME.

MECHANICAL CONNECTION

NOT SHOWN. SEE SHEET

M-901.

D W

N B

N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

K D

1 2 3 4 5

S-504

N D

O C

D D

G E

U C

III

U C

G U

L D

N . R

. H

G 2E

C D

N R

H G

2E C

D R

M . D

. H

F- 1.

S-

M S

Fi le

L as t S av ed B y:

12"

SCALE: 1"= 1'-0"

6" 0 1'

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

5'-33 4"

3' -6

OPENING FOR FLUME

3' -6

3'-63 4"

CAP PIPE ENDS

1 12" SCHD

40 PIPE (TYP)

3/16 TYP

POST BEYOND

5'-33 4"

5'-61 2"

5'-6"

1' -9

-9

2'-113 4"

OPENING FOR FLUME

SCALE:

ISOMETRIC: GUARDRAIL TYPE 1

NTS SCALE:

PLAN: GUARDRAIL TYPE 1

1" = 1'-0"

5'-33 4"

3' -3

3'-33 4"

3'-6" 5'-6"

5'-61 2"

1' -9

-9 "A

SCALE:

ISOMETRIC: GUARDRAIL TYPE 2

NTS SCALE:

PLAN: GUARDRAIL TYPE 2

1" = 1'-0"

SCALE:

- 1" = 1'-0"

SECTION

SCALE:

- 1" = 1'-0"

SECTION

SCALE:

- 1" = 1'-0"

SECTION

SCALE:

- 1" = 1'-0"

SECTION

SCALE:

- 6" = 1'-0"

DETAIL

SCALE:

- 6" = 1'-0"

SECTION

NOTES:

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.

2. UNLESS NOTED OTHERWISE, ALL GUARDRAIL IS 1 12" DIA SCHD 40 PIPE. ALL HANDRAIL MATERIAL SHALL BE ASTM A53, PAINTED TO MATCH EXISTING STEEL GUARDRAIL. FABRICATE IN ACCORDANCE

WITH SPEC SECTION 05 50 14 AND AWS D1.1.

3. TO AVOID INTERFERENCE WITH EXISTING LPS FLUME, INSTALL THIS FEATURE WHEN THE FLUME IS

DETACHED FROM THE EXISTING UPWELLING BOX.

4. TYPE 2 GRATING IS FOR USE AROUND THE NEW 185 DECK OPENING WHILE THE PUMPS ARE INSTALLED

AND THE LPS SYSTEM IS OPERATING.

4"X1

4" KICKPLATE (TYP).

3/16TYP

3/16 TYP

L2X2X1

4 FRAME

3'-9"

1 2 3 4 5

54321

D W

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N O

C O

N O

B Y:

T D

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-101

N D

O C

D D

G E

U C

5' D

T R

III

D E

N S

T W

G 2E

C D

G 2E

C D

N B

E. 06

/2 8/

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

F1 .1

-1

D W

G M

C R

O N

12" 0 5'

SCALE: 14"= 1'-0"

12" 0 1' 2' 3' 4'

SCALE: 1

2"= 1'-0"

SCALE:

UPWELLING BOX AND FLUME

ELEVATION VIEW

1/4"=1'-0"

NOTES:

1. SEE CONTRACT DRAWING M-901 GENERAL MECHANICAL NOTES.

2. PROVIDE CONTRACTOR DESIGNED ALUMINUM ICE COVER FOR EACH

WINCH; COVER MUST BE EASILY REMOVED AND GUARD MOVING COMPONENTS

AGAINST ICE ACCUMULATION AND WINDS EXCEEDING 90 MPH.

3. STAND-OFF MUST ALLOW SUFFICIENT CLEARANCE TO ENSURE

OPERATOR HAND DOESN'T CONTACT COLUMN.

4. PROVIDE SWIVEL PULLEY FOR USE WITH 5

16" Ø WIRE ROPE WITH A

MINIMUM LOAD RATING OF 1200 LBS. PULLEY MUST BE RATED FOR

OUTDOOR USE.

SECTION

SCALE:

- 1/4"=1'-0"

185' DECK

HAND WINCH RATED FOR A FULLY WOUND

CAPACITY OF 1200 LB. AND INCLUDES

INTEGRATED AUTOMATIC BRAKE

PROVIDE CONTRACTOR DESIGNED

STAND-OFF RATED FOR WINCH CAPACITY

MCMASTER CARR PART 3806T68 OR APPROVED EQUAL

TYP TWO PLACES

SEE NOTE 3

LIFTING ARM CAN BE STOWED FOR CRANE ACCESS

SEE STRUCTURAL SHEETS

EXISTING LADDER WALL

REMOVABLE GRATING 3' X 5' OPENING

DETAIL

SCALE:

- 1/2"=1'-0"

DETAIL

SCALE:

- 1/2"=1'-0"

E R

1-1

4" I.D., 1.53" O.D. FLEXIBLE HOSE WITH

POLYETHYLENE HELIX SUPPORT

RATED FOR 50 PSI

FIELD VERIFY LENGTH

PUMP TO MANIFOLD, EACH PUMP

EXISTING UPWELLING BOX

3' -9

BEAM

1'-37 8"

FIELD VERIFY HANDLE TO WALL CLEARANCE

SEE NOTE 3

2'-23 8"

NOM. PUMP SEPARATION

1'-713 16"

REF

NEW

STRUCTURAL

SUPPORT

SEE SHEET S-503

PUMP WET WELL

WINCH

ICE COVER NOT SHOWN

SEE NOTE 2 AND 3

PUMP DISCHARGE PIPE

STRUCTURAL BEAM

FIELD VERIFY LIFTING

LUG LOCATIONS AND BEAM DESIGN

SO THAT WIRE ROPE IS

PLUMB RELATIVE TO THE PUMP AND THE LUG

7'-43 4"

REF

SWIVEL PULLEY AND BLOCK

SEE NOTE 4

TYP 2 PLACES

FLOAT SWITCH

EXISTING UPWELL BOX IS MODIFIED

SEE SHEET M-106

EXISTING TRAP

4' -3

13'-9"

REF

16" 6 X 37 IWRC STAINLESS STEEL WIRE ROPE

RATED FOR A MINIMUM WORKING LOAD OF 1200 LB.

FIELD VERIFY OVERALL LENGTH

TYP EACH HOIST

PLAN

PUMP

NEW FLOAT SWITCH

SWIVEL PULLEY

SEE NOTE 4

TYP 2 PLACES

GRATING OPENING

1 2 3 4 5

54321

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C O

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-102

N D

O C

D D

G E

U C

5' D

T R

III

O N

W S

G 2E

C D

G 2E

C D

N B

E. 06

/2 8/

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

F1 .1

-1

D W

G M

C R

O N

12" 9" 6" 3" 0 1'

SCALE: 11

2"= 1'-0" 12" 0 1' 2' 3' 4'

SCALE: 12"= 1'-0"

12"

SCALE: 1"= 1'-0"

6" 0 1'

NOTES:

1. SEE CONTRACT DRAWING M-901 GENERAL MECHANICAL NOTES.

SCALE:

UPWELLING BOX

PLAN VIEW

1"=1'-0"

WET WELL AND PUMP ASSEMBLY

SECTION

SCALE:

- 1"=1'-0"

8" SCH. 40 PVC SOLVENT

WELDED UNION

8" PVC PIPE, SCH. 40

SECTION

SCALE:

- 1/2"=1'-0"

DETAIL

SCALE:

- 1-1/2"=1'-0" DETAIL

SCALE:

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

EXISTING GRATING

UNDER UPWELLING

BOX (GRATING NOT SHOWN)

1-5/8" X 1-5/8" ALL-STRUT

PIPE CLAMP NOT SHOWN

4' -6

2' -9

PUMP PIPE ASSEMBLY

SEE SHEET M-10357

16"

2' -7

2' -2

SEE DETAIL 1

1' -8

1-1

4" FLEXIBLE HOSE

8" PVC PIPE, SCH. 40

DETAIL

SCALE:

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

EXISTING TRAP BOX

'-9

PUMP TORQUE BRACKET

SEE SHEET M-105

5' -9

2' -6

8" SCH. 40 PVC SOLVENT

WELDED UNION

8" PIPE SUPPORT

PIPE SUPPORT

PUMP ASSEMBLY

DIFFUSER FLOOR

GRATING POCKET

16"

REF

2' -3

1 2 3 4 5

54321

D W

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N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-103

N D

O C

D D

G E

U C

5' D

T R

III

P W

H D

T W

N P

G 2E

C D

G 2E

C D

N B

E. 06

/2 8/

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

F1 .1

-1

D W

G M

C R

O N

PUMP PIPE ASSEMBLY

DESCRIPTIONPART NUMBERQTYITEM

ALUMINUM, SCH 40.3" L.R. 90 DEGREE ELBOW41

ALUMINUM, SCH 40.3" STRAIGHT TEE22

ALUMINUM, SCH 40.3" x 1-1/4" REDUCER23

ALUMINUM, SCH 40. LENGTH AS REQUIRED, THREAD FOR ITEM 123" PIPE24

ALUMINUM, SCH 40.3" x 2" REDUCER 15

ALUMINUM, SCH 40. LENGTH AS REQUIRED; THREAD FOR ITEM 111-1/4" PIPE26

ALUMINUM, SCH 40. LENGTH AS REQUIRED; THREAD FOR ITEM 92" PIPE27

UNI-STRUT OR APPROVED EQUALPIPE SUPPORT18

2" NPT THREADS, RISING STEM, GRAPHITE PACKING, RATED FOR 200 PSIG2" BRONZE GLOBE VALVE - CLASS 12519 RATED FOR 250 PSIG, BARBED END FOR 1-1/4" HOSE, FEMALE SOCKET, BUNA-N SEAL1-1/4 HARD-ANODIZED ALUM CAM-AND-GROOVE HOSE CPLG210 RATED FOR 250 PSIG, MALE PLUG WITH FEMALE 1-1/4" NPT1-1/4" ALUMINUM CAM-AND-GROOVE HOSE COUPLING211 RATED FOR 200 PSIG, 3" NPT WITH SIZE 3 FEMALE SOCKET, BUNA-N SEAL, MATCH TRAP PLUG 3" ALUMINUM CAM-AND-GROOVE HOSE COUPLING112

3' 4'2'

"= 1'-0"2SCALE: 1

1'012"

SCALE: 1"= 1'-0"

6" 012"

6"9"12"

SCALE: 1

3" 0

1' "= 1'-0"

4"= 1'-0"1SCALE:

012" 5'

TOP OF EXISTING

FISH LADDER

SCALE:

TRAP AREA

PLAN VIEW

1/4"=1'-0"

SECTION

SCALE:

- 1/2"=1'-0"

HAND WINCH

SEE SHEET M-101

TYP EACH PUMP

NOTES:

1. SEE CONTRACT DRAWING M-901 GENERAL MECHANICAL NOTES.

2. PROVIDE

8" Ø STAINLESS STEEL EPOXY SET ANCHOR WITH

MIN. EMBEDMENT OF 3-

8", HILTI HIT-HY 200 SYSTEM WITH HIT-Z-R

ROD OR APPROVED EQUAL.

SCALE:

PUMP PIPE ASSEMBLY

ELEVATION VIEW

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

1' -4

16"

3' -1

2'-7"

SWIVEL PULLEY BLOCK

BLOCK IS INSTALLED TO ENSURE LOAD IS APPLIED

AGAINST THE STRONG AXIS

2'-0"

REF

SWIVEL PULLEY

SEE SHEET M-101

83.97°

FIELD VERIFY

STRONG AXIS

2'-0"

REF

DETAIL

SCALE:

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

8" THICK PLATE

SYMMETRY

ABOUT

SYMMETRY

ABOUT

SCALE:

SHEAVE BLOCK

PLAN VIEW

MATERIAL:

PER:

NO. REQD:

12"=1'-0"

304L STAINLESS STEEL

ASTM A276

1" THRU

2" THRU

TYP

PROVIDE EPOXY CONCRETE ANCHOR

SEE NOTE 2

TYP 8 PLACES

1/4

8" RADIUS

EACH SIDE

B M-106

16" , 6 X 37 IWRC STAINLESS STEEL

WIRE ROPE

TYP EACH WINCH

BREAK OUT

SHOWING WINCH

CONNECTIONS

PUMP ACCESS

8" RADIUS BOTH SIDES

TYP THREE PLACES

PLAN

SIDE

1' -4

1'-85 8"

1 2 3 4 5

54321

D W

N B

N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-104

N D

O C

D D

G E

U C

5' D

T R

III

P D

T W

N P

G 2E

C D

G 2E

C D

N B

E. 06

/2 8/

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

F1 .1

-1

D W

G M

C R

O N

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

4" MULTI-STAGE SUBMERSIBLE EFFLUENT PUMP

30 GPM, 1 HP, 230V, 1-1/4" DISCHARGE, SS SHELL

PENTAIR MODEL 30DOM10221 OR APPROVED EQUAL

PUMP STAND OFF CAN BE

ADJUSTED WITH STANDARD

3" PVC PIPE FITTED TO

THE BOTTOM OF THE INTAKE.

-9

S C

N L

1' -1

2' -5

8" P

U M

N G

1-1/4" NPT FIBERGLASS-REINFORCED

THERMOPLASTIC PIPE CONNECTION

CHECK VALVE AND CAM-LOCK FITTING NOT SHOWN

SEE NOTE 3

1" X 3/16" BAR BENT

INTO A PIPE CLAMP

1-1/2" X 3/16" BAR BENT

INTO A PIPE CLAMP

HEXAGON SOCKET BUTTON HEAD

CAP SCREW-5/16"-18 X 1"

5/16" SQUARE NUT

10 PLACES

HEXAGON SOCKET HEAD SHOULDER

SCREW

.375 DIA. X .51" SHOULDER

5/16"-18 X 1"

ROLLER BUSHING

5/16" SQUARE NUT

4 PLACES

WASHER Ø 3 8" ID

OD-1

8" THICK

4 PLACES R3

8" TYP

3/16" PLATE 6" OD, 3-7/8" ID

TRIM CORNERS TO MATCH

PIPE CLAMPS

4" SYM

THE TWO CLAM SHELLS

ARE IDENTICAL

FRY CRITERIA SCREEN

SEE SHEET M-105

316 SS 5

16" SHACKLE

3/16" PLATE 6" OD, 4-1/2" ID

TRIM CORNERS TO MATCH

PIPE CLAMPS

(FITS INSIDE AN 8" PVC PIPE)

TYP

1' -8

G B

N G

3/4" X 3/16"

BACKING BAR

2 NEEDED PER

CLAM SHELL

NEOPRENE SPACER/CUSHION

1" X 1/8" SELF ADHESIVE BACKED

ATTACHED TO ID OF THE PIPE BRACKET

PUMP HOUSING

3" PVC PIPE

PUMP DISCHARGESUBMERSIBLE CABLE

CUSTOM PUMP LINK PLATE

TYP EACH SIDE

NOTES:

1. SEE CONTRACT DRAWING M-901 GENERAL MECHANICAL NOTES.

2. CUSTOM PUMP SCREEN MUST BE FABRICATED USING STAINLESS

STEEL PER ASTM A276. PROVIDE 300 SERIES STAINLESS

STEEL FASTENERS.

3. PROVIDE CHECK VALVE AND CAM-LOCK CONNECTION

AT PUMP DISCHARGE. ENSURE CAM-LOCK FITTING IS MATCHED TO

DISCHARGE HOSE FITTING. CHECK VALVE SHOULD BE APPROVED

FOR USE BY THE PUMP MFR.

SCALE:

PUMP ASSEMBLY

6"=1'-0"

SECTION

SCALE:

- 6"=1'-0"

SCALE:

PUMP ASSEMBLY

TOP VIEW

6"=1'-0"

SCALE:

PUMP ASSEMBLY

BOTTOM VIEW

6"=1'-0"

SCALE:

PUMP ASSEMBLY

TOP ISOMETRIC VIEW

NTS

1 2 3 4 5

54321

D W

N B

N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-105

N D

O C

D D

G E

U C

5' D

T R

III

P D

G 2E

C D

G 2E

C D

N B

E. 06

/2 8/

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

F1 .1

-1

D W

G M

C R

O N

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

8" THICK NEOPRENE

BOTTOM CLAMP

(TWO HALVES)

TYP

SCREEN

TYP EACH SIDE

USE BARS TO CLAMP BOTH

SCREENS TOGETHER

ADHERE NEOPRENE TO EACH HALF SHELL

3", SCH 40, PVC PIPE EXTENSION

ONE PIECE, SHOWN TO

ILLUSTRATE FITMENT

16 GAUGE STAINLESS STEEL PERFORATED PLATE,

32" HOLES ON 5

32" CENTERS, STAGGERED.

MCNICHOLS PART 18335316M1 (24" X 24")

OR APPROVED EQUAL.

PUMP CLAMP

(TWO HALVES)

SCALE:

PUMP SCREEN

SECTION VIEW

6"=1'-0"

SCALE:

PUMP SCREEN ASSEMBLY

ISOMETRIC BREAK-OUT VIEW

NTS

STAINLESS STEEL WASHER

USED AS A SPACER

.09

16" THICK, STAINLESS STEEL BAR

16" THICK PLATE

16" THICK BAR

16" THICK PLATE

FASTENERS NOT SHOWN

SEE SHEET M-104

THRU

R1 8"

16"3

16"

SCALE:

LINK PLATE

ELEVATION VIEW

6"=1'-0"

16"

R3 8"

0°

TYP

R1"

TYP

R619 32"

1'-111 16"

R7"

2' -0

8 1 2 "

7 7 8 "

TYP

SCALE:

PUMP TORQUE BRACKET

ELEVATION VIEW

MATERIAL:

PER:

NO. REQD:

3"=1'-0"

304L STAINLESS STEEL

ASTM A276

1 PER PUMP

SCALE:

PUMP BRACE

BOTTOM VIEW

3"=1'-0"SECTION

SCALE:

- 3"=1'-0"

HOLE PATTERN

MUST MATCH

PIPE SUPPORT

3 X 3 14 ANGLE

TYP 2 PLACES

8" ROD

1'-31 4"

8" THICK PLATE

304 STAINLESS STEEL

PER ASTM A276

NOTES:

1. SEE CONTRACT DRAWING M-901 GENERAL MECHANICAL NOTES.

TYP

BAR

1 2 3 4 5

54321

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N O

C O

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B Y:

T D

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US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-106

N D

O C

D D

G E

U C

5' D

T R

III

H D

G 2E

C D

G 2E

C D

N B

E. 06

/2 8/

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

F1 .1

-1

D W

G M

C R

O N

SCALE: 12"= 1'-0"

0 1" 2" 3"12"

SCALE: 1"= 1'-0"

6" 0 1'

ADJUSTABLE ALUMINUM BRACKET

SEE NOTE 2

FLOAT SWITCH WITH SHROUD

GEMS PART 142545 OR APPROVED EQUAL

1' -1

N O

16"

SECTION

SCALE:

B M-103 1"=1'-0"

NOTES:

1. SEE CONTRACT DRAWING M-901 GENERAL MECHANICAL NOTES.

2. FIELD VERIFY LOCATION USING SINGLE PUMP OPERATION; FLOAT

SWITCH MUST SIGNAL WHEN ONE PUMP IS OPERATING. NORMAL

OPERATION IS WHEN TWO PUMPS OPERATE SIMULTANEOUSLY.

COORDINATE OPERATION WITH BIOLOGIST PRIOR TO

LOCATING SENSOR BRACKET.

WIRE PENETRATION MUST BE ABOVE THE WATER LINE

SEE ELECTRICAL SHEETS FOR ADDITIONAL DETAILS

SCALE:

SENSOR BRACKET

ELEVATION VIEW

MATERIAL:

PER:

NO. REQD:

12"=1'-0"

5052-H32 ALUMINUM

ASTM B209

1" 4" 6"

16" NOM. THRU

COORDINATE WITH

SENSOR MFR.

R1 4"

TYP

R1 4"

TYP

R1 4"

SYMMETRY

ABOUT

CENTERLINE

4"-20 UNC STAINLESS STEEL BOLT

WITH TWO STANDARD TYPE B WASHERS

AND LOCKING HEX NUT WITH NYLON INSERT

SECTION

SCALE:

- 1"=1'-0"

PUMP PIPE ASSEMBLY

TRAP SUPPORT

EXISTING TRAP

1 2 3 4 5

54321

D W

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N O

C O

N O

B Y:

T D

L E N

US Army Corps of Engineers

PORTLAND DISTRICT

SHEET

IDENTIFICATION

M-901

N D

O C

D D

G E

U C

5' D

T R

III

W S

G 2E

C D

G 2E

C D

N B

E. 06

/2 8/

D D

U .S

. A R

M Y

C O

O F

R S

D , O

O N

F1 .1

-9

D W

G M

C R

O N

0 DECIMAL PLACES

8 "

0.1

ANGULAR

1 DECIMAL PLACE

STRUCTURAL SHAPES AND

WELDING

SAWING, FLAME CUTTING,

SHEARING, AND BREAKING

LINEAR FRACTIONAL

1 DECIMAL PLACE

GENERAL

3 DECIMAL PLACES

2 DECIMAL PLACES

TOLERANCES UNLESS OTHERWISE SPECIFIED

LINEAR DECIMAL

0.030" 0.010" 0.002"

0.5

± 1

1± "

32"

MECHANICAL GENERAL NOTES:

1. INFORMATION, TOLERANCES, AND NOTES ON THIS SHEET APPLY TO

ALL MECH. DRAWINGS, UNLESS NOTED OTHERWISE.

2. UNLESS OTHERWISE NOTED, PROVIDE MECHANICAL FASTENERS THAT

ARE 18-8 OR 300 SERIES STAINLESS STEEL AND INSTALLED WITH AN

APPROVED ANTI-GALLING COMPOUND.

3. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT.

ADJUSTMENTS MAY BE REQUIRED DEPENDING ON SPECIFIC EQUIPMENT

APPROVED FOR INSTALLATION.

4. LINEAR UNITS ARE FEET AND INCHES OR INCHES AND ANGULAR UNITS

ARE DEGREES, UNLESS SHOWN OTHERWISE.

5. BREAK CORNERS AND EDGES.

SCALE:

JOHN DAY TRAP AREA

ISOMETRIC VIEW

NTS

DETAIL

SCALE:

- NTS

185' DECK

WINCH

ICE COVER NOT SHOWN

SEE SHEET M-101

TYP 2 PLACES

EXISTING UPWELLING BOX AND RAMP

SWING OUT

PUMP SUPPORT BEAM

SEE STRUCTURAL SHEETS

PUMP MANIFOLD

SEE SHEET M-103

(TRAP AND FRAME NOT SHOWN FOR CLARITY)

SWIVEL PULLEY AND BLOCK

SEE SHEET M-102 AND M-103

TYP 2 PLACES

SWIVEL PULLEY

SEE SHEET M-102

TYP 2 PLACES

ELECTRICAL PANEL

SEE ELECTRICAL SHEETS FOR DETAILS

CONDUIT TROUGH

POWER CABLE TROUGH

OL OL

42-1

G.I.

X X/M

METAL-CLAD CIRCUIT BREAKER

ELECTRICALLY-OPERATED, DRAWOUT TYPE,

INDICATES TRIP RATING IN AMPERES

METAL ENCLOSED AIR CIRCUIT, NUMBER

ELECTRICALLY-OPERATED, DRAWOUT TYPE,

FUSE

OVERLOAD RELAY

VOLTAGE OR CONTROL TRANSFORMER

DISCONNECT SWITCH

3P INDICATES 3-POLE

2P INDICATES 2-POLE

INDICATES TRIP RATING IN AMPERES.

MOLDED-CASE CIRCUIT BREAKER, NUMBER

OF THE LOWEST VALUE

WHICH THEY RESPOND ARE

OR WHEN QUANTITIES TO

IN DE-ENERGIZED POSITION

CONNECTION TO GROUND BUS

INTERLOCK (MECHANICAL OR KEY)

480V RECEPTACLE

NON-FUSED HP RATED DISCONNECT SWITCH

TRANSIENT SUPPRESSOR

PER SCHEDULE

NEW CONTROL CIRCUIT IDENTIFICATION

PER SCHEDULE

NEW POWER CIRCUIT IDENTIFICATION

INTERLOCK (ELECTRICAL)

TELEPHONE DATA FLOOR RECEPTACLE

DATACOMM WALL RECEPTACLE

N.O. PUSH BUTTON

N.C. PUSH BUTTON

INTEGRAL MOTOR STARTER

VFD

MANUAL MOTOR STARTER

(NUMBER INDICATES NEMA SIZE RATING)

COMBINATION MOTOR STARTER

FUSED HP RATED DISCONNECT SWITCH

JUNCTION BOX

CONDUIT TICK MARKS DESIGNATION

IDENTIFIES CKTS.

IDENTIFY PANEL, NUMBER(S) AT ARROW

INDICATE NUMBER OF CKTS, LETTERS

HOME RUN TO PANELBOARD. ARROWS

GROUND INSERT IN FLOOR

(SIZE AS INDICATED).

EMBEDDED GROUND CONDUCTOR

LP-1,3

CONDUIT EXPOSED

CONDUIT EMBEDDED IN FLOOR OR WALL

CONDUIT TURNING TOWARD OBSERVER.

CONDUIT TURNING AWAY FROM OBSERVER.

AC CONTACTOR

AUXILIARY RELAY.

SUFFIX X INDICATES ASSOCIATED

SUFFIX USED FOR IDENTIFICATION.

GRAPHIC SYMBOLS (CONT.) NOMENCLATUREGRAPHIC SYMBOLS ELECTRICAL ABBREVIATIONS CONTROL ABBREVIATIONS

CONDUIT AND GROUNDING

LOCK

FISH RELATED

NON-OVERFLOW DAMD

F L -

1. SWITCHBOARDS AND SWITCHGEAR

480V SWITCHGEAR (NAV LOCK)

480V SWITCHBOARD (MAIN UNITS)

480V SWITCHBOARD (FISHWATER UNITS)

13.8kV SWITCHGEAR (STATION SERVICE)

SUA

LCQ

2. LOAD CENTERS

480V (POWERHOUSE)

480V (DAM LIGHTING)

FCQ

DCR1

480V (NON-OVERFLOW DAM)

480V SUBSTATION (POWERHOUSE)

3. APPARATUS

REMOTE PLC INPUT/OUTPUT RACK

CURRENT TRANSFORMER

BATTERY

MOTOR CONTROL CENTER

TRANSFORMER (LIGHTING)

BREAKER (ADD VOLTAGE LETTER)

DISC. SWITCH (ADD VOLTAGE LETTER)Z

MCC

M L

IOR

A. TERMINAL EQUIPMENT

B. MODIFYING TERMS FOR TERMINAL EQUIPMENT

LIGHTING

MOTOR

TRANSFORMER (POWER)

J P Q R N NEUTRAL (i.e. GN1,TN1)

120/240 (120/208) 480V 5kV 13.8kV r q p j d c

2. SERVICE CODE OR VOLTAGE CLASS

-CONTROL CIRCUITS

0-48V AC/DC

POWER CIRCUIT, 13.8kVAC

POWER CIRCUIT, 4160VAC

POWER CIRCUIT, 480VAC

SPARE CONDUIT

tn s -

LOCAL AREA NETWORK (LAN) CIRCUITS

tt -f

DEDICATED T1 CIRCUITS

IDENTIFIED AS FOLLOWS:

1. ELECTRICAL CIRCUITS AND CONDUITS ARE

A THREE PART NUMBER IS USED.

A. BETWEEN MAJOR ITEMS OF EQUIPMENT,

CIRCUITS; I.E., THE END OF RUN IS OMITTED.

LIGHTING AND SOME POWER DISTRIBUTION

B. A TWO-PART NUMBER IS USED FOR MOST

CQA3-q1.

CIRCUIT; e.g. CQA3-c1 WOULD CONTROL

THE NUMBER OF THE CONTROLLED POWER

C. CONTROL CIRCUIT NUMBERS CORRESPOND TO

TRANS. OIL PUMP 4C1).

(i.e. CQ24-q1-4C1 IS A CIRCUIT GOING TO

THE DESIGNATION ASSIGNED TO THE DEVICE

TO SEPARATELY MOUNTED DEVICES RECEIVE

COULD BE DESIGNATED SU1-q1-XJ1). CIRCUITS

CIRCUIT TO CT'S IN CIRCUIT BREAKER XJ1

TERMINAL EQUIPMENT DESIGNATION (e.g. THE

PART OF TERMINAL EQUIPMENT RECEIVE THE

E. CIRCUITS TO DEVICES FORMING AN INTEGRAL

3 INDICATES THREE CONDUCTORS.

THREE-CONDUCTOR CABLE WHILE A NUMERAL

BY SUFFIX "C"; i.e., 3/C INDICATES A

2. MULTI-CONDUCTOR CABLES ARE IDENTIFIED

C. CIRCUIT AND ROUTING IDENTIFICATION

480V (FISH RELATED)

VOLTAGE TRANSFORMERS.

SWITCHES, CURRENT TRANSFORMER AND

ING MOUNTED BREAKERS, DISCONNECTING

SEPARATELY MOUNTED BREAKERS, DISCONNECT-

EQUIPMENT, THE FOLLOWING ARE APPLIED TO

VOLTAGE CLASS AND LOCATION OF THE

1. AS AN AID TO FURTHER IDENTIFICATION OF

TELEPHONE/PBX CIRCUITS, COMM CIRCUITS

POWER CIRCUIT (120/240 OR 120/208 VAC)

CONDUIT.

TO THE CIRCUIT CONTAINED WITHIN THE

D. CONDUIT NUMBERS ARE GENERALLY IDENTICAL

START OF RUN

VOLTAGE CLASS

SERVICE CODE OR

END OF RUN

CIRCUIT NUMBER

EXAMPLES

3-WAY SNAP SWITCH, 125V, 20A

SINGLE POLE SNAP SWITCH, 125V, 20A

CONTACTS (NC)

CONTACTS (NO)

PTT

BOTTOM NO. INDICATES SHEET REFERENCED

TOP NO. INDICATES DETAIL

DETAIL REFERENCE

XX/M MAG ONLY RATING SHOWN

OR MOTOR CIRCUIT PROTECTOR

XXXA CURRENT RATING NOTED

CIRCUIT BREAKER

# INDICATES KVA RATING

POWER TRANSFORMER (ONE LINE DIAGRAM)

# INDICATES APPROX HP RATING

MOTOR

SINGLE-POLE, SINGLE-THROW (SPST) SWITCH

125V, 20A DUPLEX RECEPTACLE

240V RECEPTACLE

125V, 20A DUPLEX RECEPTACLE (CEILING BOX)

BOTTOM NO. INDICATES SHEET REFERENCED

TOP LETTER INDICATES ELEVATION/SECTION

ELEVATION/SECTION REFERENCE

G-GROUNT FAULT)

(L-LONG TIME, S- SHORT TIME, I-INST,

ELECTRONIC TRIP BREAKER

(L-LONG TIME, S- SHORT TIME, I-INST)

ELECTRONIC TRIP BREAKER

LSIG

LSI

NEUTRAL

GROUNDPHASE

Y=YELLOW, B=BLUE, ETC.)

(A=AMBER,G=GREEN,R=RED, W=WHITE,

PUSH TO TEST INDICATING LIGHT

SAMPLE DEVICE FUNCTIONS

LIMIT SWITCH (N.C.)

(N.O., CLOSES ON DROPPING TEMPERATURE)

TEMPERATURE SWITCH

LIMIT SWITCH (N.O.)

GENERAL NOTES

E-504

E-404

DQ1-q1-MTS1

(BUS STAB, PLUG/RECEPT, ETC.)

DISCONNECTING DEVICE

(NUMBER INDICATES AMP RATING)

EXTERNALLY OPERATED

3-POLE DISCONNECT SWITCH,

PER LIST

NEW MATERIAL IDENTIFICATION

NO. OF FIBERS

ORIGIN

THE PANEL)

DESTINATION (XX = # OF

MM FOR MULTI-MODE)

MODE (SM FOR SINGLE MODE,

D. FIBER OPTIC CABLE IDENTIFICATION

PP1-4/f-MM-XX

AND OTHER LOW-LEVEL SIGNAL CIRCUITS.

ALARM CIRCUITS, ANNUNCIATOR CIRCUITS,

CONDUIT CAPPED OFF

OLX

CONTROL RELAY

XXXX/XXXX (XXXX)

WIRE NUMBER

DESTINATION TERMINATION

DESTINATION

CONTROL WIRING NOMENCLATURE

ORIGIN (COMPONENT)

PANEL WIRING

FIBER OPTIC CIRCUITS

AND/OR THE NATIONAL ELECTRICAL CODE (NEC).

SECURED IN ACCORDANCE WITH THE THE SPECIFICATIONS

NECESSARY) TO ENSURE CONDUITS ARE SUPPORTED AND

TO LOCATE AND FABRICATE SUPPORT ASSEMBLIES (AS

SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE

3. CONDUIT MOUNTING SUPPORTS/ASSEMBLIES ARE NOT

BE USED UNLESS THEY ARE THE MOGEL PULLING TYPE.

OPTIC CABLE. CONDUIT BODIES (CONDUILETS) MUST NOT

CHANGES IN DIRECTION OF CONDUITS CONTAINING FIBER

2. SWEEPS OR JUNCTION/PULL BOXES MUST BE USED FOR

BE USED WITHIN THIS DRAWING SET.

THEREFORE, SOME SYMBOLS AND ABBREVIATIONS MAY NOT

1. THIS IS A TYPICAL SYMBOLS AND ABBREVIATIONS SHEET,

POSITIONING LINEAR ACTUATOR (ELECT)

PNEUMATIC PISTON ACTUATOR

POSITION TRANSMITTER

LIMIT SWITCH

AUX ATS SWITCH

TRANSMITTER

WEIGHT/TENSION SWITCH

VIBRATION TRANSMITTER

VIBRATION SWITCH

UNSHIELDED TWISTED PAIR

TRANSIENT VOLTAGE SURGE SUPPRESSOR

TEMPERATURE TRANSMITTER

TEMPERATURE INDICATOR

TEMPERATURE ELEMENT

TIME-DELAY RELAY

TIME-DELAY

SHIELDED TWISTED PAIR

STATION (OPERATOR CNTRL)

SELECTOR SWITCH

SOLENOID/SOLENOID VALVE

SAFETY CONTROL RELAY

SUPERVISORY CTRL & DATA ACQUISITION

REDUCED VOLTAGE SOFT STARTER

ROTARY LIMIT SWITCH

REMOTE I/O

PRESSURE REGULATOR

PRESSURE CONVERTER

POWER

PRESS TO TEST

PRESSURE TRANSMITTER

PRESSURE SWITCH

PROXIMITY SWITCH

PRESSURE REGULATING VALVE

PROGRAMMABLE LOGIC CONTROLLER

PILOT LIGHT

PRESSURE INDICATOR

DIFFERENTIAL PRESSURE TRANSMITTER

PERSONAL COMPUTER, PHOTOCELL

PUSH BUTTON, LIGHTED

PLANT AIR

NORMALLY OPEN

NORMALLY CLOSED

RELATIVE HUMIDITY INDICATING XMTR

RELATIVE HUMIDITY/MOISTURE ELEMENT

MASTER CONTROL RELAY

LEVEL TRANSMITTER

LEVEL SWITCH

LEVEL ELEMENT

LEVEL CONTROLLER, LIGHTING CONTACTOR

INDUCTION RELAY

CURRENT CONVERTER

CURRENT TO PRESSURE TRANSDUCER

INPUT/OUTPUT

HAND VALVE

HUMAN MACHINE INTERFACE

HAND-OFF-AUTO

VALVE POSITION (FLOW)

FACILITY WATER SUPPLY

FLOW METER

FLOW CONTROLLER

ELAPSED TIME METER

DEVICENET TAP

DEVICENET STARTER ASSEMBLY

DISCONNECT SWITCH

DIGITAL POWER METER

DISCREET OUTPUT

DEVICENET TAP

DEVICENET

DISCREET INPUT

CONTROL VALVE

COPPER

CONTROL SWITCH

CONTROL RELAY

CONTROL PANEL

BYPASS (CONTACTOR)

AUXILLARY WATER SUPPLY

AUXILIARY

ANALOG OUTPUT

ANNUNCIATOR HORN

ALARM

ANALOG INPUT

XMTR

UTP

TVSS

TDR

STP

STA

SOL/SV

SCR

SCADA

RVSS

RLS

RIO

REG

PWR

PTT

PRX

PRV

PLC

PDT

PBL

MIT

MCR

I/P I/O

HMI

HOA

FWS

ETM

DSA

DPM

DTAP

DNET

AWS

AUX

ALM

XFMR ,T

XCVR

VFD

UPS

U/S

TYP

SPST

SPDT

SPD

S/N

RGS

REF

RCPT

R Q

PVC

PNL

PMR

PMP

PIT

PDB

PART

MTS

MPC

MLO

MCP

MCC

MCB

M, MTR

LSI

L/R

LTG

LT-FLEX

J/JB

INST

INCAND

HTR

HID

HDX

GFE

GFCIP

GFCI

GALV

G/GND

FVR

FVNR

F/O

FLUOR

FLR

FDX

FDR

FCB

F,FU

EXST

EGC, EG

D/S

DIV

CPU

CPT

CGB

CKT

BCG

AWG

ATS

AIR

AIC

AFG

AFF

TRANSFORMER

TRANSCEIVER

WITH

WATERTIGHT

WEATHERPROOF

WATT

VOLTMETER SWITCH

VOLTMETER

VARIABLE FREQUENCY DRIVE

VOLTS

UNINTERRUPTIBLE POWER SUPPLY

UPSTREAM

UNIT HEATER

UNDERGROUND

TYPICAL

TERMINAL CABINET

TERMINAL BLOCK

STAINLESS STEEL / SOFT STARTER

SINGLE-POLE SINGLE-THROW

SINGLE-POLE DOUBLE-THROW

SURGE PROTECTION DEVICE

SOLID NEUTRAL

SINGLE MODE (FIBER)

SUPPLY FAN

SURGE ARRESTOR

RUN

RIGID GALVANIZED STEEL CONDUIT

REFERENCE INFORMATION

RECEPTACLE

RAISE

QUARTZ LIGHTING

POLYVINYL CHLORIDE CONDUIT

PAIR

PANEL

PUMP MOTOR RECEPTACLE

PUMP MOTOR PLUG

PASSIVE INTEGRATED TRANSPONDER

PHASE

POWER DISTRIBUTION BLOCK

PULL BOX, PUSHBUTTON

PARTIAL

OVERLOAD RELAY

OPEN

NAMEPLATE

NON-AUTOMATIC, NON-APPLICABLE

NEUTRAL

MANUAL TRANSFER SWITCH

MINI-POWER CENTER (XFMR AND PNL)

MOTOR STARTER

MULTIMODE (FIBER)

MAIN LUGS ONLY

MANHOLE / METAL HALIDE

MOTION DETECTOR

MOTOR CIRCUIT PROTECTOR

MOTOR CONTROL CENTER

MAIN CIRCUIT BREAKER

MOTOR

LONG-TIME, SHORT-TIME, INSTANTANEOUS

LOCAL/REMOTE

LATCHING RELAY

LIGHTING

LIQUID TIGHT FLEX CONDUIT

LOWER

JUNCTION BOX

INSTANTANEOUS

INCANDESCENT

ISOLATED GROUND

HEATER

HIGH INTENSITY DISCHARGE

HAND HOLE

HALF-DUPLEX

GROUND INSERT

GOV'T FURNISHED EQUIPMENT

GFCI PROTECTED

GROUND FAULT CIRCUIT INTERRUPTER

GALVANIZED

GROUND

FULL VOLTAGE REVERSING

FULL VOLTAGE NON-REVERSING

FIBER OPTIC

FLUORESCENT LIGHTING

FLOOR

FULL-DUPLEX

FEEDER

FEEDER CIRCUIT BREAKER

FUSE

EXISTING

EMERGENCY

ELEVATION

EXHAUST FAN

EQUIPMENT GROUNDING CONDUCTOR

DOWNSTREAM

DIVISION

CABLE VAULT

CABLE TRAY / CURRENT TRANSFORMER

CENTRAL PROCESSING UNIT

CONTROL POWER XFMR

CURRENT LIMITING

CABLE GLAND BUSHING

CIRCUIT

CIRCUIT BREAKER

CONDUIT, CLOSE

BRAKE

BARE COPPER GROUND

AMERICAN WIRE GAUGE

AUTOMATIC TRANSFER SWITCH

AMPERE TRIP

ALUMINUM

AMPERE INTERRUPTING RATING

AMPERE INTERRUPTING CAPACITY

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

AMP FUSE, AMP FRAME

AMMETER, AMPERE

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

INTERNAL WIRING

EXTERNAL WIRING

XXXX (XXXX)

B F

O R

T U

N Y P .E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

S I

D J

D F .1

E -0

X X

X .D

G N

G E

C D

B D

B A

N N

T E

G E

C D

E B

E-001

C T

A L

G E

N E

R A

L N

O T

E S L E

G E

N D

P H

A S

E I

R O

V E

M E

N T S D

E V

E L

O P

M E

N T S

L A

M P

R E

Y P

A S

S A

G E S

T R

U C

T U

R E

J O

H N D

A Y L

O C

K A

N D D

A M

B B

R E

N S

P O

R T

L A

N D

O R

E G

O N

A D

V E

R T

ADULT FISH LADDER

FCS2

0200' 200'

SCALE: 1"= 200'

ELECTRICAL SITE PLAN

A E-102

SEE PLAN

NORTH FISH LADDER

EL. 185

B F

O R

T U

N Y P .E

J O

H N D

A Y L

O C

K A

N D D

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D D

T R

S I

D J

D F .1

E -1

X X

X .D

G N

G E

C D

B D

B A

N N

T E

G E

C D

E-101

M P

R E

Y P

A S

S A

G E S

T R

U C

T U

R E

R O

V E

M E

N T S D

E V

E L

O P

M E

N T S

P H

A S

E I

E P

L A

E L E

C T

A L

P O

R T

L A

N D

O R

E G

O N

A D

V E

R T

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

E-103

LEFT TO RIGHT:

FSC2-r1-P7ST, 2#12, 1#12G, 7#12, 2"C

FSC2-c1, 2-TSP, 2-1/2"C

FSC2-r7,r9,r10,r11,r14,r16 12#12, 6#12G, 2-1/2"C

FSC2-q8,q6, 3#6, 1#6G, 3#8, 3#8G, 2-1/2"C

JB1A

JB1

NOTES:

NEW J-BOX, JB-LPS.2

5' 0 5' 10'

"= 1'-0"8

1SCALE:

A E-201

INFORMATIONAL DRAWINGS

FSC2-q1-P7ST, 3#4, 1#4G, 6#8, 2#8G, 2-1/2"C (SEE NOTE 4)

NEW 7/c#14 (FCC1-u2-LPSWSCC)

NEW 3/c#14 (FCC1-u1-LPS.LS)

NEW 1" RGS (JB1A-u1-JB.LPS.1)

JB-LPS.1

NEW J-BOX,

CONDUIT AND CABLE SCHEDULEJDF-1.105-6/613

PANEL SCHEDULESJDF-1.105-6/612

REVISED PLAN AND DETAILS - FSC2JDF-1.105-6/104

NO. 7 CONTROLLER (P7ST)

UNWATERING PUMP

SEE PLAN

JB-LPS.LS

NEW J-BOX,

CONTROLLER (LPSWSCC)

NEW DUPLEX PUMP

FSC2-r1-P7ST, 2#12, 1#12EG, 7#12, 1"C

FSC2-q1-P7ST, 3#4, 1#4EG, 6#8, 2#8EG, 1-1/2"C (SEE NOTE 4)

TOP TO BOTTOM:

FSC2-s6-JB12, 2"C

FSC2-s5-JB12, 2"C

FSC2-s4-JB12, 2"C

FSC2-c6-JB13, 13/C #19/25, 2"C

FSC2-c1-DTAP1, 5C#18/#15, 2"C

2ND ROW LEFT TO RIGHT:

FSC2-s3-JB13, 2"C

FSC2-q2,q7, 3#10, 1#10G, 3#8, 1#8G. 2"C

FSC2-s2-JB12, , 2"C

FSC2-q1, 3#10, 1#10G, 2"C

FSC2-q1-P7ST, 3#4, 1#4G, 6#8, 2#8EG, 2-1/2"C (SEE NOTE 4)

LEFT TO RIGHT:

FSC2-s6-JB12, 2"C

FSC2-s5-JB12, 2"C

FSC2-s4-JB12, 2"C

FSC2-s3-JB12, 2"C

FSC2-s2-JB12, 2"C

FSC2-c1-DTAP1, 5C#18/#15, 2"C

FSC2-c6-JB13, 13/C #19/25, 2"C

FSC2-q2,q7, 3#10, 1#10EG, 3#8, 1#8EG, 2"C

FSC2-q1, 3#10, 1#10EG, 2"C

FSC2-r1-P7ST, 2#12, 1#12G, 7#12, 2"C

FSC2-c1, 2-TSP, 2-1/2"C

FSC2-r7,r9,r10,r11,r14,r16 12#12, 6#12EG, 2-1/2"C

FSC2-q8,q6, 3#6, 1#6EG, 3#8, 3#8EG, 2-1/2"C

2/0 GROUND WIRE

FSC2-r7,r9.1,r10,r14,r16 10#12, 5#12EG, 2"C

FSC2-q6, 3#8, 1#8EG, 2"C

FSC2-r1-P7ST, 2#12, 1#12EG, 7#12, 2"C

FSC2-C1, 2-TSP, 2"C

FSC2-r9,r9.1,r11 6#12, 3#12EG, 3/4"C

FSC2-q8, 3#6, 1#6EG, 1-1/4"C

DTAP1-c1-DTAP2, 5C#18/#15, 1-1/2"C

#2 GROUND

FSC2-q1,q1.2 6#10, 2#10EG, 1-1/2"C

FSC2-c1-DTAP1, 5C#18/#15, 1-1/2"C (SEE NOTE 6)

LEFT TO RIGHT:

WITH APPROVED COPPER COMPRESSION CONNECTORS USING A #6 BCG.

7. BOND ALL NEW STRUCTURAL STEEL COMPONENTS TO EXISTING HANDRAIL

IN THIS CONDUIT ALONG WITH EXISTING DEVICENET CABLE (5C#18/#15).

6. INSTALL NEW 3/c#14 (FCC1-u1-LPS.LS) AND NEW 7/c#14 (FCC1-u2-LPSWSCC)

NEW CONDUIT I.D. TAGS.

5. RENAME SPARE CONDUIT "FSC2-s1-JB12 TO "FSC2-u1-JB12". PROVIDE

(LPS) PUMPS.

30A RECEPTACLES (TO BE REMOVED) FOR THE LAMPREY PASSAGE SYSTEM

4. FQ1-q5 FEEDS P7ST. FQ1-q9 AND FQ1-q10 FEED TWO EXISTING 480VAC, NEW CONDUIT I.D. TAGS.

3. RENAME SPARE CONDUIT "JB12-s1-JB1" TO "JB12-u1-JB1". PROVIDE

AND A PLC CONTROL PANEL (FCC1). SEE INFORMATIONAL DRAWINGS.

2. FSC2 HOUSES 480V PANELBOARD (FQ1), MINI-POWER ZONE (FR5),

THE EMBEDDED CONDUITS AND OTHER NEW ITEMS ARE IN BOLD.

ALL EMBEDDED CONDUITS ARE EXISTING. NEW CIRCUITS TO BE RAN IN

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

FSC2-q1-P7ST, 3#4, 1#4EG, 6#8, 2#8EG, 2" C (SEE NOTE 4)

TOP TO BOTTOM:

JB9

D2.1

C SECTION

NO SCALE-

A E-101

ENTRANCE AREA

INSTALLATION PLAN, EL. 185

FSC2-s1-JB12, 2"C (SEE NOTE 5) - NEW 3/c#14 (FCC1-u1-LPS.LS), NEW 7/c#14 (FCC1-u2-LPSWSCC)

1ST ROW LEFT TO RIGHT:

JB12-s1-JB1, 2"C (SEE NOTE 3) - NEW 3/c#14 (FCC1-u1-LPS.LS), NEW 7/c#14 (FCC1-u2-LPSWSCC)

TOP TO BOTTOM:

#2/0 GROUND WIRE

FSC2-c1-DTAP1, 5C#18/#15, 2"C

FSC2-q1, 3#10, 1#10EG, 1-1/2"C

JB12-s1-JB2, 2"C

FSC2-q2,q7, 3#10, 1#10EG, 3#8, 1#8EG, 2"C

JB12-s1-JB7, 2"C

NEW 3/c#14 (FCC1-u1-LPS.LS), NEW 7/c#14 (FCC1-u2-LPSWSCC)

FSC2-s1-JB12, 2"C (SEE NOTE 5)

LEFT TO RIGHT:

JB10

JB12

FCS2 (SEE NOTE 2)

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

B F

O R

T U

N Y P .E

J O

H N D

A Y L

O C

K A

N D D

A R

M Y C

O R

P S O

F E

N G

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

T R

S I

D J

D F .1

E -1

X X

X .D

G N

G E

C D

B D

B A

N N

T E

G E

C D

E B

T A

L L

A T

N P

L A

N E

N T

R A

N C

E S

E C

E L E

C T

A L

E-102

M P

R E

Y P

A S

S A

G E S

T R

U C

T U

R E

R O

V E

M E

N T S D

E V

E L

O P

M E

N T S

P H

A S

E I

A D

V E

R T

SEE DETAIL 1

E-502

SWITCH INSTALL

NEW LEVEL

NOTES:

NEW J-BOX, JB-LPS.2

B E-201 C

E-201

INFORMATIONAL DRAWINGS

NEW 7/c#14 (FCC1-u2-LPSWSCC)

NEW 3/c#14 (FCC1-u1-LPS.LS)

NEW 1" RGS (JB1A-u1-JB.LPS.1)

NEW 3/c#14 (FCC1-u1-LPS.LS)

NEW 3/4" RGS (JB.LPS.LS-u1-JB.LPS.1)

NEW 7/c#14 (FCC1-u2-LPSWSCC)

NEW 3/4" RGS (LPSWSCC-u1-JB.LPS.1)

(LPSWSCC)

CONTROLLER

NEW DUPLEX PUMP32

JB-LPS.1

NEW J-BOX,

NO. 7 CONTROLLER (P7ST)

UNWATERING PUMP

UPWELLING BOX

LPS WATER SUPPLY

NEW J-BOX (JB-LPS.LS)

FOR LPS PUMPS

NEW SLAB OPENING

CONDUIT AND CABLE SCHEDULEJDF-1.105-6/613

"= 1'-0"8

3SCALE:

12" 0 2' 4' 6'

D E-201

(PMR1 & PMR2)

RECEPTACLES

NEW PUMP MOTOR

(PMR1 & PMR2)

RECEPTACLES

NEW PUMP MOTOR

NEW 2#10, 1#12 EG (LPSWSCC-q10-PMR2)

NEW 2#10, 1#12 EG (LPSWSCC-q9-PMR1)

NEW 3/4" RGS (LPSWSCC-q9,q10-PMR1/PMR2)

NEW CABLE TROUGH

LPS FLUME

TOP TO BOTTOM:

#2/0 GROUND WIRE

FSC2-r7,r9.1,r10,r14,r16 10#12, 5#12EG, 2"C

FSC2-q6, 3#8, 1#8EG, 2"C

FSC2-r1-P7ST, 2#12, 1#12EG, 7#12, 2"C

FSC2-C1, 2-TSP, 2"C

FSC2-r9,r9.1,r11 6#12, 3#12EG, 3/4"C

FSC2-q8, 3#6, 1#6EG, 1-1/4"C

FSC2-q1-P7ST, 3#4, 1#4EG, 6#8, 2#8EG (SEE NOTE 2)

FSC2-q1-P7ST, 3#4, 1#4EG, 6#8, 2#8EG, 1-1/2"C (SEE NOTE 2)

FSC2-r1-P7ST, 2#12, 1#12EG, 7#12, 1"C

NEW 3/c#14 (FCC1-u1-LPS.LS)

NEW 3/4" LT FLEX (JB.LPS.LS-u1-JB.LPS.1)

4. SEE SHEET E-701 FOR MATERIAL LIST.

WITH APPROVED COPPER COMPRESSION CONNECTORS USING A #6 BCG.

3. BOND ALL NEW STRUCTURAL STEEL COMPONENTS TO EXISTING HANDRAIL

(LPS) PUMPS.

30A RECEPTACLES (TO BE REMOVED) FOR THE LAMPREY PASSAGE SYSTEM

2. FQ1-q5 FEEDS P7ST. FQ1-q9 AND FQ1-q10 FEED TWO EXISTING 480VAC, THE EMBEDDED CONDUITS AND OTHER NEW ITEMS ARE IN BOLD.

ALL EMBEDDED CONDUITS ARE EXISTING. NEW CIRCUITS TO BE RAN IN

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

SEE DETAIL 2

E-502

EMBEDMENT

CONDUIT

SEE DETAIL 3

E-502

TROUGH

CABLE

NEW PUMP CABLENEW PUMP CABLE

SEE ENLARGED PLAN

(PMR1 & PMR2)

RECEPTACLES

NEW PUMP MOTOR

(PMR1 & PMR2)

RECEPTACLES

NEW PUMP MOTOR

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

NEW J-BOX, JB-LPS.1

NEW 3/c#14 (FCC1-u1-LPS.LS)

NEW 3/4" LT FLEX (JB.LPS.LS-u1-JB.LPS.1)

NEW J-BOX (JB-LPS.LS)

NEW 4#10, 2#12EG (FQ1-q9,10-LPSWSCC)

NEW 1" RGS (JB.LPS.2-q9,10-LPSWSCC)

FW5

B E-102

ENTRANCE AREA

INSTALLATION PLAN, EL. 185

ENLARGED PLAN

JB8

NEW 3/c#14 (FCC1-u1-LPS.LS)

NEW 3/4" RGS (JB.LPS.LS-u1-JB.LPS.1)

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

D R

A W

N B

C H

E C

K E

D B

B F

O R

T U

N Y P .E

J O

H N D

A Y L

O C

K A

N D D

A R

M Y C

O R

P S O

F E

N G

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

T R

S I

D J

D F .1

E -1

X X

X .D

G N

G E

C D

B D

B A

N N

T E

G E

C D

E B

E N

T R

A N

C E S

E C

E L E

C T

A L

E-103

M P

R E

Y P

A S

S A

G E S

T R

U C

T U

R E

R O

V E

M E

N T S D

E V

E L

O P

M E

N T S

P H

A S

E I

E N

L A

R A

G E

D I

N S

T A

L L

A T

N P

L A

A D

V E

R T

RESET

PUSH

STOP

PUMP 7

U/W

OL TRIPPED

OFF

RUN

START

RESET

PUSH

STOP

PUMP 7

U/W

OL TRIPPED

OFF

RUN

START

RESET

OVERLOAD

RESET

OVERLOAD

PB-OL1

OVERLOAD STANDBY

MOTOR 1

RUN

MOTOR 1

RTM-1

PUMP NO.1

OFF RUN

MOTOR 1

OVERLOAD STANDBY

MOTOR 1

RUN

MOTOR 1

RTM-2

PUMP NO.2

OFF RUN

MOTOR 2

LPS WATER SUPPLY

ARC-FLASH

LPSWSCC

IL-1A IL-1R 1L-1G

CB-1

OPERATING INSTRUCTIONS

SS-1

CONTROL CABINET

IL-2A IL-2R 1L-2G

SS-2

CB-2

WARNING

480 VOLTS

TROUBLESHOOT CAUSE OF OVERLOAD PRIOR TO PRESSING OVERLOAD RESET.

PUMP WILL SHUT DOWN ON OVERLOAD EVENT ("OVERLOAD" LIGHT SHOULD BE ON.

SWITCH TO "RUN" TO OPERATE DESIRED PUMP. SWITCH TO "OFF" TO HALT OPERATION.

ENSURE POWER IS AVAILABLE FOR PUMP MOTOR ("STANDBY" LIGHT SHOULD BE ON.

BEFORE SERVICING

DISCONNECT ALL POWER

(480VAC/120VAC)

MULTIPLE POWER SOURCES

ACTUATOR D2.1

NEW 7/c#14(FCC1-u2-LPSWSCC)

NEW 3/c#14 (FCC1-u1-LPS.LS)

NEW 1" RGS (JB.LPS.1-u1-JB1)

D2.1 DEVICENET TAP BOX

D2.1 DISCONNECT SWITCH

FSC2-q1,q1.2 6#10, 2#10EG, 1-1/2"C

DTAP1-c1-DTAP2, 5C#18/#15, 1-1/2"C

PUSH

HAND AUTO

OFF

START

JB-LPS.1

PMR-1

PUMP NO.1

PMR-2

PUMP NO.2

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

"= 1'-0"4

3SCALE:

12" 6" 0 1' 2'

NOTES:

NEW 7/c#14 (FCC1-u2-LPSWSCC)

NEW 3/4" RGS (LPSWSCC-u1-JB.LPS.1)

NO SCALE

CONCRETE COLUMN

6#8, 2#8EG (FQ1-q9,10)

CONDUCTOR (SEE NOTE 4)

ABANDONED PHASE

CONDUCTOR (SEE NOTE 4)

ABANDONED PHASE

NEW 4#10, 2#12EG (FQ1-q9,10-LPSWSCC)

NEW 1" RGS (JB.LPS.2-q9,10-LPSWSCC)

NEW 4#10, 2#12 EG (FQ1-q9,q10-LPSWSCC)

NEW 1" RGS…

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