Drawings_11x17_Amendment02.pdf

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AND VERTICAL CONTROL.

DRAWING JDG-1-0-1/29 CONSTRUCTION BASELINE LAYOUT HORIZONTAL

"AS-CONSTRUCTED" HORIZONTAL AND VERTICAL CONTROL. SEE FIO

4.) CONTRACT DRAWINGS AND FIO DRAWINGS ARE ON JOHN DAY

BE PRINTED IN COLOR

3. ALL SHEETS IN THE PLANS AND SPECIFICATIONS SET ARE INTENDED TO

2. FIO DENOTES "FOR INFORMATION ONLY"

FIO DRAWING IS FOR REFERENCE ONLYDENOTES5

CONTRACT DRAWINGS

FIO DRAWING WAS REFERENCED BY THE FOLLOWINGDENOTES4

DRAWINGS AT THE COMPLETION OF THIS CONTRACT

FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWINGDENOTES3

OF THIS CONTRACT BY THE CONTRACTOR

DRAWING SHALL BE UPDATED AT THE COMPLETIONDENOTES2

THIS CONTRACT

FIO DRAWING IS OBSOLETE AT THE COMPLETION OFDENOTES1

1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:

NOTES:

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IDENTIFICATION

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G-002SHEET NAME:G2ecdjem BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/19/2016 4:44:40 PM

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XX

" = 1'-0"8

3SCALE:

SECTION

X-3##

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SCALE: NONE

DETAIL

X-5##

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:

FLF1.101zzzzzzzzzzz_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

SA302

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

TYPE DESIGNATOR (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

(SEE NOTES 8 AND 9)

AREA FEATURE

DISCIPLINE (SEE NOTE 7)

JDF1.109_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 AND 9)

SHEET TYPE (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

USE "X" FOR UNUSED SPACES)

USER DEFINED(3 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:

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ABBREVIATIONS AND GENERAL NOTES

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

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

1. SEE SHEETS G-001 FOR DRAWING INDEX

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

AREA

WORK

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WORK

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S-001SHEET NAME:G2ecdjem BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/19/2016 5:03:23 PM

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CONCRETE SECTION

UNFORMED SURFACES IN CONTACT WITH FOUNDATION 4

GREATER THAN 24 INCHES IN THICKNESS:

FORMED AND SCREEDED SURFACES EQUAL TO OR

12" AND LESS THAN 24" IN THICKNESS:

FORMED AND SCREEDED SURFACES GREATER THAN

LESS THAN 12 INCHES IN THICKNESS:

FORMED AND SCREEDED SURFACES EQUAL TO OR

TABLE 1 - CONCRETE COVER

LENGTH

EMBEDMENT

HOOK

MINIMUM

NUMBER

BAR SIZE

LENGTH

SPLICE

TOP BAR

LENGTH

SPLICE

OTHER BARS

#4 TO #11 BARS

#4 TO #11 BARS

#4 TO #6 BARS

#7 TO #9 BARS 3

INCHES

COVER UNO,

MINIMUM CLEAR

DENOTES EXISTING CONCRETE

DENOTES NEW CONCRETE

DENOTES STEEL AND OTHER METALS

DENOTES GROUT

1. MATERIAL PATTERNS SHALL BE AS SHOWN BELOW:

GENERAL STRUCTURAL NOTES:

STRUCTURAL LEGEND:

SPL.

STAG.

7'-6" 1'-6"

LENGTH

DEVELOPMENT

TOP BARS

LENGTH

DEVELOPMENT

OTHER BARS

DEMOLITION OF CONCRETE

MIX DESIGN 1 (f'c = 4500 PSI)

MINIMUM SPLICE AND DEVELOPMENT LENGTHS (INCHES)

ACI 318-11 EQUATION 12-1

TABLE 2

60,000 PSI.

COMPRESSIVE STRENGTH OF 4500 PSI, AND YIELD STRESS OF

FOR CLASS B TENSION LAP SPLICES, NORMAL WEIGHT CONCRETE,

COVER.

LENGTHS IN TABLE 2 ARE BASED ON 4" CENTER TO CENTER SPACING AND FOR 2"

TABLE 2 IS GENERATED BASED ON EQUATION 12-1, SECTION 12.2.3 IN ACI 318-11.

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HOT-WEATHER PROTECTION DURING CURING.

MANUFACTURER'S REQUIREMENTS FOR COLD-WEATHER AND

EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH

10.4 PROTECT FRESHLY PLACED GROUT FROM PREMATURE DRYING AND

CAVITIES BY PRESSURE INJECTION UNDER CONTROLLED VENTING.

ONE HOUR HAS ELAPSED AFTER INITIAL MIXING. FILL BLIND

DO NOT USE GROUT WHICH HAS BEGUN TO SET OR IF MORE THAN

WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.

10.3 PLACE GROUT IN ACCORDANCE WITH THE MANUFACTURER'S

BEARING AFTER PLACEMENT.

10.2 ALL GROUT USED FOR ANTENNA INSTALLATION SHALL HAVE 100%

THE SPECIFICATIONS.

10.1 GROUT SHALL BE AN EPOXY, NON SHRINK TYPE AS INDICATED IN

MISCELLANEOUS 10.

PUBLISHED WRITTEN RECOMMENDATIONS.

9.2 CONCRETE ANCHORS SHALL BE INSTALLED PER MANUFACTURERS

9.1 CONCRETE ANCHORS SHALL BE AS INDICATED IN THE DRAWINGS.

9. EMBEDDED METALS

A276 OR ASTM A240 STANDARDS.

TO TYPE 304, TYPE 308, OR TYPE 316 THAT CONFORMS TO ASTM

c. PLAIN WASHERS - FABRICATE FROM MATERIAL CONFORMING

b. NUTS - ASTM A594, GROUP 1, COLD WORKED STAINLESS STEEL.

STEEL.

a. BOLTS - ASTM A593, GROUP 1, COLD WORKED STAINLESS

TYPE, CLASS, STYLE, AND FINISH INDICATED BELOW UNO:

ALUMINUM CONNECTIONS SHALL BE OF THE MATERIAL, GRADE,

8.4 ALL BOLTS, NUTS, AND WASHERS USED FOR STRUCTURAL

SMOOTH JOINT.

SANDING, POLISHING, ETC. DONE AS NECESSARY TO OBTAIN THE

WELDED SURFACE THAT IS OBTAINED BY GRINDING, FORMING,

THAT THE DESIGNATED WELD JOINT SHALL BE A HAND SMOOTH

8.3 THE SYMBOL "G" SHOWN IN ALUMINUM WELD CALL OUTS MEANS

IN WRITING BY THE CONTRACTING OFFICER AND ENGINEER.

BE PERMITTED UNLESS NOTED ON THE DRAWINGS OR AUTHORIZED

PROVISIONS OF AWS D1.2 WELDING CODE. NO FIELD WELDING WILL

8.2 WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH

6061-T6 MEETING REQUIREMENTS OF ASTM B221.

8.1 ALL SHAPES, PLATES, AND BARS SHALL BE ALUMINUM ALLOY

8. ALUMINIUM

OR ANTI-SKID BAR GRATING.

7.14 GALVANIZE ALL WALKWAY STEEL. ALL GRATING TO BE SERRATED

SPECIFICATIONS .

DRAWINGS FOR GOVERNMENT APPROVAL AS CALLED OUT IN THE

HEALTH REQUIREMENTS MANUAL". SUBMIT ALL CALCULATIONS AND

REQUIRMENTS SET FORTH IN THE LATEST EM 385-1-1 "SAFETY AND

CALLED OUT ON THE DRAWINGS AND SHALL MEET ALL

CONNECTION DETAILS SHALL BE CONTRACTOR DESIGNED WHERE

7.13 WALKWAYS, HANDRAILS, STAIRS, LADDERS AND ALL APPLICABLE

ASTM A53, TYPE S, GRADE B (GALVANIZED).

" SCH 80 PIPE. ALL HANDRAIL MATERIAL SHALL BE 2

SHALL BE 1

" SCH 40 PIPE. ALL HANDRAIL POSTS 2

7.12 ALL NEW HANDRAIL IS 1

OR ROUGH AREAS.

HANDRAILS SMOOTH SUCH THAT THERE ARE NO BURRS, OFFSETS

BURRS, OFFSETS OR ROUGH AREAS. GRIND ALL WELDS ON

7.11 GRIND ALL GROOVE WELDS SMOOTH SUCH THAT THERE ARE NO

" RADIUS MIN. UNO.16

7.10 ALL SHARP EDGES SHALL BE GROUND TO A

SIZE.

SIZE OF WELD SHALL BE SEAL WELDED PER AISC MINIMUM WELD

EVERY ACCESSIBLE JOINT NOT HAVING A DESIGNATED TYPE AND

ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. 7.9

DRAWINGS OR AUTHORIZED BY THE CONTRACTING OFFICER.

FIELD WELDING WILL NOT BE PERMITTED UNLESS SHOWN ON THE 7.8

THE CONTRACTING OFFICER AND ENGINEER.

WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM

APPLICABLE. WELDING THAT IS NOT SHOWN ON THE DRAWINGS

WELDING SHALL CONFORM TO AWS CODES D1.1, D1.2, & D1.6 AS 7.7

c. PLAIN WASHERS - ASTM F436, TYPE 1, GALVANIZED

b. NUTS - ASTM A563, GRADE DH, TYPE 1, GALVANIZED

a. BOLTS - ASTM A325, TYPE 1, GALVANIZED

NOTED OTHERWISE:

GRADE, TYPE, CLASS, STYLE AND FINISH INDICATED BELOW UNLESS

STRUCTURAL STEEL CONNECTIONS SHALL BE OF THE MATERIAL,

ALL CARBON STEEL BOLTS, NUTS, AND WASHERS USED FOR 7.6

OTHERWISE NOTED.

GALVANIZING OF STEEL WILL CONFORM TO ASTM A123, UNLESS 7.5

STAINLESS STEEL TUBE WILL CONFORM TO ASTM A554.

CONFORM TO AND TO ASTM A276 OR ASTM 240 TYPE 304L UNO.

STAINLESS STEEL SHAPES SHOWN ON THE DRAWINGS WILL 7.4

B.

STRUCTURAL STEEL TUBING WILL CONFORM TO ASTM A500, GRADE 7.3

OR ASTM A500, GRADE B UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL PIPE WILL CONFORM TO ASTM A53, GRADE B 7.2

ASTM A 572 UNLESS OTHERISE NOTED IN THE DRAWINGS.

ALL STRUCTURAL STEEL PLATES AND SHAPES WILL CONFORM TO 7.1

7. STRUCTURAL STEEL

MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE

6.3 TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT

BE CONSTRUED AS CHANGES IN THE ACI REQUIREMENTS.

REFERENCE. ANY OMISSIONS OR VARIANCES FROM ACI SHALL NOT

6.2 THE TABLES PROVIDED ARE ONLY FOR FIELD INSPECTION

UNLESS NOTED OTHERWISE (UNO), AND ARE SHOWN IN THE TABLES.

USED IN THIS CONTRACT SHALL BE AS DESCRIBED IN ACI 318-11

6.1 DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCING BARS

6. REINFORCEMENT TABLE (60 KSI), REFER TO TABLE 2.

THE REINFORCING BARS AND FRESHLY PLACED CONCRETE.

BE SUPPORTED TO PREVENT THE BREAKING OF BOND BETWEEN

5.9 VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS SHALL

THE DRAWINGS.

SHALL CONTINUE ACROSS CONSTRUCTION JOINTS AS DETAILED IN

. REBAR UNLESS SHOWN IN THE DRAWINGSOR CONTRACTION JOINT

5.8 REINFORCING BARS SHALL NOT CONTINUE ACROSS AN EXPANSION

5.7 ALL BARS SHALL BE SPACED AS SHOWN ON DRAWINGS.

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STANDARD 90° HOOK

WHEN NO LETTER OR DIMENSION IS GIVEN, PROVIDE A

DIMENSION: OUTSIDE-TO-OUTSIDE LENGTH OF SHORT LEG

BAR

E: EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING

L: EXTEND BAR LAP SPLICE LENGTH BEYOND BEND

FOLLOWING:

LETTER OR DIMENSION ON THE SHORT LEG INDICATES THE

OUTSIDE-TO-OUTSIDE DIMENSION (NOT BAR LENGTH) OF 7'-6". A

AND SPACING INDICATES A BENT BAR WITH AN

5.6 A NOTATION SUCH AS FOLLOWING THE BAR SIZE

INDICATED LAP LENGTH.

ALTERNATING LAP LOCATIONS AS SHOWN, AND PROVIDING THE

BARS TO BE STAGGER LAP SPLICED (CLASS B) BY

A SYMBOL SUCH AS INDICATES REINFORCING 5.5

OF BARS.

BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS 5.4

SUBMITTALS.

WILL BE DESIGNED BY THE CONTRACTOR AND SHOWN ON

HOOKS AS DEFINED BY ACI 318-11. BAR SPLICE LOCATIONS

UNLESS NOTED OTHERWISE, ALL HOOKS SHALL BE STANDARD 5.3

GRADE 60 REQUIREMENTS.

ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615, 5.2

FOR APPROVAL.

SCHEDULES NEED TO BE SUBMITTED TO THE GOVERNMENT

AND LOCATIONS OF ALL SPLICES AND BAR BENDING

REINFORCEMENT PLACEMENT DRAWING SHOWING LENGTH

FOR DETAILING REINFORCED CONCRETE STRUCTURES".

RECENT EDITION OF ACI 315,"MANUAL OF STANDARD PRACTICE

SCHEDULES SHALL BE IN ACCORDANCE WITH THE MOST

PREPARATION FOR PLACING DRAWINGS AND BAR BENDING 5.1

5. REINFORCEMENT

MAXIMUM DIAMETER OF REINFORCEMENT.

NOMINAL MAXIMUM SIZE OF AGGREGATE OR 2.5 TIMES THE

IN NO CASE SHALL THE COVER BE LESS THAN 1.5 TIMES THE 4.2

REINFORCEMENT TO THE EDGE OF THE CONCRETE.

THE CLEAR DISTANCE FROM THE EDGE OF THE

ACCORDANCE WITH TABLE 1. THE MINIMUM COVER SHALL BE

UNLESS NOTED OTHERWISE, THE MINIMUM COVER SHALL BE IN 4.1

4. CONCRETE COVER

SPECIFICATIONS.

CONSTRUCTION SHALL BE REPAIRED AS DESCRIBED IN THE

ANY DAMAGE TO THE CONCRETE FINISH DURING 3.3

CLASS C FINISH.

INJURY TO FISH. ALL OTHER SURFACES SHALL RECEIVE A

CLASS A FINISH AND BE SMOOTH TO THE TOUCH TO AVOID

ALL SURFACES INSIDE THE FISH LADDER SHALL RECEIVE A 3.1

3. CONCRETE FINISHING

AS NOTED OTHERWISE.

IS NOT CAST SIMULTANEOUSLY WITH ADJOINING MEMBER OR

THE JUNCTION OF WALL AND FLOOR SURFACES WHERE FILLET

ALL RE-ENTRANT CORNERS SHALL HAVE 1" FILLETS EXCEPT AT 2.3

AND/OR MARKED N.C.

SOCKETS AND STAIR TREADS OR AS NOTED OTHERWISE

INCLUDE BLOCKOUTS FOR RAILS, GATE GUIDES, HANDRAIL

CONSTRUCTION, AND EXPANSION JOINTS BUT SHALL NOT

INCLUDE CORNERS OF ABUTTING CONTRACTION,

" CHAMFERS UNLESS OTHERWISE NOTED. THIS SHALL 4

3HAVE

ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL 2.1

2. CONCRETE

OTHERWISE ON DRAWINGS.

THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED 1.2

DRAWINGS.

ANTENNA INSTALLATION FOUND ON THE "S" SERIES

FEATURES OF THE JOHN DAY ADULT FISH LADDER PIT TAG

THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL 1.1

1. SCOPE

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS..

1.) SEE SHEET G-001 FOR DRAWING INDEX.

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

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

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

BORDER VERSION UPDATE [08-2013]

SN001SHEET NAME:G2ecdjem BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/19/2016 5:04:55 PM

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

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

U L T F

IS

H L

A D

D

T T

H E

W D

H A

N S

O N P .E

A N

S I

D

G E

C D J E

M

SN001

:1

N O

R T

H S

H O

R E F

IS

H L

A D

D E

R

NOTES:

J D

F .1

S

N

X X

X .d g n

J O

E L W P

R U

S I, C

P T

BUILDING

FISH LADDER VISITORS

EXIST NORTH SHORE

BLOCK No.13

NAVLOCK

BLOCK No.15

NAVLOCK

BLOCK No.19

NAVLOCK

BLOCK No.21

NAVLOCK

LADDER WEIR 247

EXIST NORTH FISH

LADDER WEIR 246

EXIST NORTH FISH

W

ATER FLOW

/2

/2

G E

C D

M D

H

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

SEE NOTE No.7 (TYP)

WEIR CREST ANTENNA

SEE NOTE No.7 (TYP)

WEIR ORIFICE ANTENNA

(4) PLACES.

PANEL SUPPORT .TYP

TYPE II TRANSCEIVER

A R

R A

N G

E M

E N

T I S

O M

E T

R

IC

P

IT

T

A G A

N T

E N

N A L

O C

A T

IO

N

FROM PACIFIC STATES MARINE FISHERIES COMMISSION.

FURNISHED EQUIPMENT. SEE INFORMATIONAL DRAWINGS

7.) ALL WEIR AND ORIFICE ANTENNAS ARE GOVERNMENT

PANELS WHERE IT WILL BE USED FOR SUPPORT.

6.) HANDRAIL SHOWN ONLY IN VICINITY OF TRANSCEIVER

GRID NORTH SEE INFORMATIONAL DRAWINGS

5.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

ANTENNA INSTALLATION NOTES.

4.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

AND SPECIFICATIONS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS.

1.) SEE SHEET G-001 FOR DRAWING INDEX.

NOT TO SCALE

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

ISOMETRIC - PIT TAG ANNTENNA INSTALLATION ARRANGEMENT

L

IC

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A T

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N N

O

F

IL

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A M

E

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

E

54321

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D R

A W

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C H

E C

K E

D B

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BORDER VERSION UPDATE [08-2013]

SN101SHEET NAME:G2ecdjem BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/19/2016 5:10:32 PM

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

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

U L T F

IS

H L

A D

D

T T

H E

W D

H A

N S

O N P .E

A N

S I

D

G E

C D J E

M

:1

N O

R T

H S

H O

R E F

IS

H L

A D

D E

R

NOTES:

W A

T E

R F

L O

W

J D

F .1

S

N

X X

X .d g n

J O

E L W P

R U

S I, C

P T

BLOCK No.13

NAVLOCK

BLOCK No.15

NAVLOCK

BLOCK No.19

NAVLOCK

BLOCK No.21

NAVLOCK

WATER FLOW

VISITORS BLDG

LADDER

SHORE FISH

EXIST NORTH

BLOCK No.17

NAVLOCK

1" = 10'-0"

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

NAVLOCK CHAMBER

SN101

/2

/2

G E

C D

M D

H

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

7'-3"

2'-8

W E

IR

W E

IR

3'-9 "

7'-4

SIM

SIM

SIM

JOINT TO � OF TRANSCEIVER PANEL.

6.) DIMENSIONS SHOWN ARE FROM LADDER CONTRACTION

GRID NORTH SEE INFORMATIONAL DRAWINGS

5.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

ANTENNA INSTALLATION NOTES.

4.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

AND SPECIFICATIONS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS.

1.) SEE SHEET G-001 FOR DRAWING INDEX.

(4) PLACES.

PANEL SUPPORTS. TYP

TYPE II TRANSCEIVER

A R

R A

N G

E M

E N

T P

L A

N P

IT

T

A G A

N T

E N

N A L

O C

A T

IO

N

SCALE: 1"= 10'

10' 0 10'

SS504

PLAN - PIT TAG ANTENNA LOCATION ARRANGEMENT

SS501

SS503

CONTRACTION JOINT

CONTRACTION JOINT

ATER

FLO

W

(2 THIS SIDE)

PANEL SUPPORT

TYPE I TRANSCEIVER

(2 THIS SIDE)

PANEL SUPPORTS

TYPE I TRANSCEIVER

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

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

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

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BORDER VERSION UPDATE [08-2013]

SS001SHEET NAME:G2ecdjem BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/17/2016 1:50:56 PM

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

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

U L T F

IS

H L

A D

D

F .1

S

S

X X

X .d g n

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I

D

G E

C D J E

M

J O

E L W P

R U

S I, C

P T E

N

SS001

:1

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

BUILDING

FISH LADDER VISITORS

EXIST SOUTH SHORE

FOUNDATION (TYP)

COLUMN AND

LADDER SUPPORT

EXIST SOUTH FISH

LADDER STRUCTURE

EXIST SOUTH FISH

EXIST FINISHED GRADE

NOTES:

/2

/2

G E

C D

M D

H

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

A R

R A

N G

E M

E N

T I S

O M

E T

R

IC

P

IT

T

A G A

N T

E N

N A L

O C

A T

IO

N

THIS CONTRACT)

BUILDING (NOT IN

ELECTRICAL SERVICE

FUTURE ANTENNA

SEE NOTE No.7 (TYP)

WEIR CREST ANTENNA

SEE NOTE No.7 (TYP)

WEIR ORIFICE ANTENNA

OUTSIDE OF LADDER

EXISTING RAILING ON

IS NOT AVAILABLE

AS-BUILT INFORMATION

REFERENCE ONLY.

LADDER SHOWN FOR

EXIST BRIDGE OVER

FROM PACIFIC STATES MARINE FISHERIES COMMISSION.

FURNISHED EQUIPMENT. SEE INFORMATIONAL DRAWINGS

7.) ALL WEIR AND ORIFICE ANTENNAS ARE GOVERNMENT

PANEL SUPPORTS.

6.) HANDRAILS SHOWN ONLY IN VICINITY OF TRANSCEIVER

GRID NORTH SEE INFORMATIONAL DRAWINGS

5.) NORTH ARROW SHOW IS LOCK AND DAM CONSTRUCTION

ANTENNA INSTALLATION NOTES.

4.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

AND SPECIFICATIONS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS.

1.) SEE SHEET G-001 FOR DRAWING INDEX.

NOT TO SCALE

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

E

C D J

W P

R E

L O

C A

T E

D P

IT

T

A G A

N T

E N

N A

S F

R O

M W

E

IR

S

A

N D

T

O W

E

IR

S

A

N D

/1

/1

A -1

W

EI

R

EXI

STI

NG

W

EI

R

EXI

STI

NG

W

EI

R

EXI

STI

NG

SEE NOTE No.7 (TYP)

WEIR CREST ANTENNA

SEE NOTE No.7 (TYP)

WEIR ORIFICE ANTENNA

ISOMETRIC - PIT TAG ANTENNA LOCATION ARRANGEMENT

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

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

E

54321

D

C

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A

D R

A W

N B

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C H

E C

K E

D B

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BORDER VERSION UPDATE [08-2013]

SS101SHEET NAME:G2ecdjem BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/17/2016 1:55:08 PM

NOTES:

R A

M P

S L

O P

E

RAMP SLOPE

WATER FLOW

TOC EL 185'-0"

EXIST WALKWAY

COLUMN (TYP)

LADDER SUPPORT

SEGMENT OF FISH

EXIST OVERHEAD

W E

IR

W E

IR

W E

IR

W E

IR

W E

IR

W E

IR

W E

IR

W E

IR

W E

IR

TYPE I

CONTRACT.

7.) ANTENNA ELECTRICAL SERVICE BUILDING NOT IN THIS

PANELS.

6.) HANDRAILS SHOWN ONLY IN VICINITY OF TRANSCEIVER

GRID NORTH SEE INFORMATIONAL DRAWINGS

5.) NORTH ARROW SHOW IS LOCK AND DAM CONSTRUCTION

ANTENNA INSTALLATION NOTES.

4.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

AND SPECIFICATIONS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS.

1.) SEE SHEET G-001 FOR DRAWING INDEX.

12"0 5' 10'

"= 1'-0"16

3SCALE:

SCALE: 3/16" = 1'-0"

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

No.7 ON THIS SHEET.

BUILDING. SEE NOTE

ELECTRICAL SERVICE

FUTURE ANTENNA

W E

IR

W E

IR

TYP

O F W

E

IR

U /S F

A C

E

(A P

P R

O X

IM

A T

E

E X

IS

T W

A L

K W

A Y

TYP

L A

D D

E R V

IS

IT

O R

S B

U

IL

D

IN

G

E X

IS

T S

O U

T H S

H O

R E F

IS

H

O F W

E

IR

U /S F

A C

E

O F W

E

IR

U /S F

A C

E

TYP

TYP

TYP

TYP

TYPE I

OF FISH LADDER (REF)

EXIST LOWER SEGMENT

(A

P P

R O

X

W E

IR

W E

IR

W E

IR

O F W

E

IR

U /S F

A C

E

O F W

E

IR

U /S F

A C

E

O F W

E

IR

U /S F

A C

E

O F W

E

IR

U /S F

A C

E

/2

/2

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

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

T T

H E

W D

H A

N S

O N P .E

A N

S I

D J

D F .1

S

S

X X

X .d g n

G E

C D J E

M

J O

E L W P

R U

S I, C

P T E

N

G E

C D

M D

H

A R

R A

N G

E M

E N

T P

L A

N P

IT

T

A G A

N T

E N

N A L

O C

A T

IO

N

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R :1

T

A L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

A D

U L T F

IS

H L

A D

D E

R W

N -1

-B -0

SS101

E

C D J

W P

R E

L O

C A

T E

D P

IT

T

A G A

N T

E N

N A

S F

R O

M W

E

IR

S

A

N D

T

O W

E

IR

S

A

N D

/1

/1

A -1

SS504

SS504

LADDER SECTION 6

60'-0" (REF)

REF

5'-0"

REF

10'-0"

REF

10'-4" (+/-)

"4 311 "8

71'-0

"8 18'-11

SS501

SS503

SS501

SS503

PLAN - PIT TAG ANTENNA LOCATION ARRANGEMENT

REF

9'-8" (+/-)

LADDER SECTION 7

60'-0" (REF)

REF

10'-0"

REF

5'-0"

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D E

S

IG

N E

D B

Y

D E

S C

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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

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

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

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

P

C O

E -P

W

B O

R D

E R

A

N S I-

D

D .D

U L T F

IS

H L

A D

D E

R

/2

/2

T

A L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

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

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

SS501

D

U L T F

IS

H L

A D

D

U

T H S

H O

R E F

IS

H L

A D

D E

R

J D

F .1

S

S

X X

X .d g n

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I

D

G E

C D J E

M

J O

E L W P

R U

S I, C

P T E

N

:1

T Y

P

IC

A L L

A D

D E

R W

E

IR

D

E M

O L

IT

IO

N

NOTES:

W A

T E

R F

L O

W

1'-0"

C U

T

OVERFLOW WEIR

NON-OVERFLOW WEIR

EXIST WEIR

ORIFICE (TYP)

R E

F

(6 S

P A

C E

S

E A

R E

F

R E

F

REF

6"

REF

(5) SPACES @ 1'-0" EA = 5'-0"

REF

6"

REF

6"

REF

(5) SPACES @ 1'-0" EA = 5'-0"

R E

F

REF

2" CLR

R E

F

(5 S

P A

C E

S

E A

R E

F

R E

F

REF

2" CLR

R E

F

C L

R

R E

F

C L

R

REF

6"

DASHED LINES INDICATE

EXIST REBAR TO BE

REMOVED BY CUT

> FISH

LADDER

NON-OVERFLOW WEIR OVERFLOW WEIR

C O

N S

T R

U C

T

IO

R E P

L A

C E A

T I

N

IT

IA

L D

E P

E N

D

IN

G H

O W B

A R

S F

R O

M

/8

T O

/8

CONCRETE TO

BE REMOVED

BARS SHOWN ARE THE

HOOKED BARS IN THE

NON-OVERFLOW PORTION

OF THE LADDER WEIR.

WATER FLOW

CONCRETE TO

BE REMOVED

R E

F

8"

RESTING POOL WALL;

GRIND THIS FACE TO

FIT ANTENNA IF

NECESSARY

12"

SCALE: 1"= 1'-0"

6" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

DRILL REBAR 1" DEEP AND

PACK WITH GROUT

MIDDLE ORIFICE

COVERED BY PLATE;

NO MODIFICATIONS TO

THIS PORTION OF WEIR

/2

/2

G E

C D

M D

H

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

1.) SEE SHEET G-001 FOR DRAWING INDEX.

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

AND SPECIFICATIONS.

4.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

GRID NORTH. SEE INFORMATIONAL DRAWINGS

5.) BARS ARE SHOWN AT LOCATIONS FROM ORIGINAL

CONSTRUCTION DOCUMENTS. THIS DOES NOT ACCOUNT

FOR EITHER CONSTRUCTION TOLERANCES OR ERRORS

IN BAR PLACEMENT. ACI 117 TOLERANCES ARE: -3/8" IN

BAR CLEARANCE FROM FACE, AND ±3" LATERALLY FROM

DECLARED POSITION

6.) EXISTING REINFORCEMENT BARS NOT EXPECTED TO BE A

FACTOR IN ANTENNA INSTALLATION ARE NOT SHOWN

7.) DIMENSIONS SHOWN ARE SPACING O.C., UNLESS

DECLARED AS "CLEAR", WHERE THE DIMENSION GIVEN

IS FROM FACE OF CONCRETE TO FACE OF BAR.

P L

A N S

E C

T

IO

N S A

N D D

E T

A

IL

S

DASHED LINES INDICATE

EXIST REBAR TO BE

REMOVED BY CUT

SN101

SS101

SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

REINFORCEMENT SHOWN FOR INFORMATION ONLY

WEIR IS SYMETRICAL ABOUT CENTERLINE OF LADDER

SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

REINFORCEMENT SHOWN FOR INFORMATION ONLY

WEIR IS SYMETRICAL ABOUT CENTERLINE OF LADDER

> FISH LADDER

REQ'D ONLY AT RESTING POOL

WALL; OTHER BARS WILL BE

COVERED BY GROUT LAYER

UNDER ANTENNA

B

B

INFORMATION ONLY

NOTE: REINFORCEMENT SHOWN FOR

SCALE: 1" = 1'-0"

SECTION LOOKING THRU WEIR

A

SCALE: 1" = 1'-0"

ELEVATION - TYPICAL WEIR DEMOLITION (8 PLACES)

SCALE: 1" = 1'-0"

PLAN - TYPICAL WEIR DEMOLITION (8 PLACES)

SCALE: 3" = 1'-0"

DETAIL OF CUT REBAR END

SS502

E

SS502

C

L

IC

IT

A T

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N N

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IL

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D E

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D B

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D E

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IP

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D A

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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

D

C

B

A

D R

A W

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C H

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K E

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A Y L

O C

K A

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A R

M Y C

O R

P S O

F E

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IN

E E

R S

P O

R T

L A

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O R

E G

O N

P O

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L A

N D D

IS

T R

IC

U L T F

IS

H L

A D

D E

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/2

/2

T

A L L

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P

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N A

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N -1

-B -0

J O

H N D

A Y L

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IC

SS502

D

U L T F

IS

H L

A D

D

F .1

S

S

X X

X .d g n10

IN

S

T A

L L

A T

IO

N

J

M A

X W

E L L

J O

E L W P

R U

S I, C

P T E

N

M A

T T

H

.H

A N

S O

N P

E

W A

T E

R F

L O

W

WATER FLOW WATER FLOW

W A

T E

R F

L O

W

/2

/2

W

N -1

-B -0

G E

C D

M D

H

BASE.

INCH GREATER THAN DEPTH OF ANTENNA 4

LEAST

CAULKING DURING INSTALLATION. DEPTH MUST BE AT

THAN BASE IN ANY PLAN DIMENSION TO FACILITATE

INCH LARGER 8

CONCRETE MUST NOT BE MORE THAN

MARK AND CUT INVERT OF LADDER. CUTOUT IN 2.)

FIELD VERIFY DIMENSIONS OF ANTENNA BASE.1.)

ORIFICE ANTENNAS:

A DEPTH OF 2 INCHES AND PACK WITH GROUT.

OF OVERFLOW EXPOSED ON RESTING POOL WALL TO

DRILL OUT HORIZONTAL REINFORCEMENT ALONG TOP 5.)

WEIR.

VERTICAL AND PERPENDICULAR TO THE U/S FACE OF

ANTENNA WILL CLEAR. THIS GRIND MUST BE

CONCRETE FROM RESTING POOL WALL UNTIL

IF OVERFLOW IS NARROWER THAN ANTENNA, GRIND 4.)

WEIR MUST BE LEVEL IN BOTH DIRECTIONS.

REMOVE 8" FROM TOP OF EACH WEIR. CUT THRU 3.)

FOR INFORMATIONAL PURPOSES.

MEASUREMENTS AND SUBMIT TO THE GOVERNMENT

LEFT SIDE OF WEIR RECORD AND TABULATE ALL

THE RIGHT SIDE OF WEIR, THE CENTER OF WEIR, AND

TOP OF THE OVERFLOW WEIR IN THREE LOCATIONS;

DISTANCE FROM THE FISH LADDER FLOOR TO THE

ON THE UPSTREAM SIDE OF THE WEIR, MEASURE THE

OVERFLOW WEIRS BEFORE BEGINNING DEMOLITION.

FIELD VERIFY THE HEIGHT OF THE EXISTING 2.)

CORRESPONDING ANTENNA.

FIELD VERIFY DIMENSIONS OF EACH WEIR AND 1.)

OVERFLOW ANTENNAS:

DEMOLITION NOTES:

THAT MEET THESE ENDS.

PROPOSE FOR APPROVAL ALTERNATE PROCEDURES

CHANGING HYDRAULICS. CONTRACTOR IS INVITED TO

LINE AS POSSIBLE TO AVOID INJURING FISH OR

SURFACES ARE SMOOTH AND AS CLOSE TO ORIGINAL

CONNECTED TO REINFORCEMENT; B.) THAT ALL

OVERFLOW ANTENNA IS NOT ELECTRICALLY

ENSURE THAT A.) ALUMINUM SHIELD AROUND

PROCEDURES BELOW HAVE BEEN DEVELOPED TO 5.)

DRAWINGS.

CONSTRUCTION GRID NORTH. SEE INFORMATIONAL

NORTH ARROW SHOWN IS LOCK AND DAM 4.)

AND SPECIFICATIONS.

SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES 3.)

SYMBOLS.

SEE SHEET G-002 FOR GENERAL NOTES AND 2.)

SEE SHEET G-001 FOR DRAWING INDEX.1.)

NOTES:

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

A N

T E

N N

A I

N S

T A

L L

A T

IO

N D

E T

A

IL

S T

Y P

IC

A L L

A D

D E

R W

E

IR

D

E M

O L

IT

IO

N A

N D

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

SCALE: 3"= 1'-0"

0 3" 6" 12"

SS502

SS501

SS503

SS502

OR APPROVED EQUAL.

ADHESIVE SEALANT FAST CURE 4000 UV WHITE, PN06580,

CAULK ANY GAPS LEFT AROUND BASE WITH 3M HYBRID 5.)

PLACE ANTENNA AND SECURE WITH BOLTS.4.)

ANCHORS IAW MANUFACTURER'S INSTRUCTIONS.

MATCH DRILL HOLES, REMOVE DRILL GUIDE, AND INSTALL 3.)

NOT ROCK ON UNEVEN SURFACES.

INVERT IS FLUSH WITH DRILL GUIDE AND THAT GUIDE DOES

PLACE LAYER OF GROUT. AFTER CURING, VERIFY THAT 2.)

ANTENNA BASE TO FLUSH WITH INVERT USING DRILL GUIDE.

VERIFY REQUIRED THICKNESS OF GROUT TO BRING 1.)

ORIFICE ANTENNA:

SMOOTH TO THE TOUCH.

10.)VERIFY ALL SURFACES THAT FISH MAY CONTACT ARE

GIVE HOLES STEEL TROWEL FINISH.

STRIKE OFF GROUT FLUSH WITH ANTENNA SHIELD AND

INJECT GROUT UNDER ANTENNA THRU HOLES PROVIDED; 9.)

PLATE AS NECESSARY TO FIT IAW ANTENNA INSTRUCTIONS.

NARROWER THAN OVERFLOW, ADJUST ANTENNA FLEX

PLACE OVERFLOW ANTENNA AND SECURE. IF ANTENNA IS 8.)

MAINTENANCE.

COMPOUND TO FACILITATE LATER REMOVAL FOR

COAT INSIDE OF ANTENNA SHIELD WITH BOND BREAKING 7.)

MANUFACTURER'S INSTRUCTIONS.

REMOVE DRILL GUIDE AND INSTALL ANCHORS IAW 6.)

WILL BE AT CONTRACTOR'S EXPENSE.

FAILURE OF ANTENNA SYSTEM. REPAIR OR REPLACEMENT

ANTENNA. NEGLECTING TO DO THIS MAY RESULT IN

INCH AWAY AFTER INSTALLATION OF 2

DRILL NEW HOLE 1-

CONTACT WITH REINFORCEMENT, ABANDON HOLE AND

PENETRATED REINFORCEMENT; IF ANCHOR WILL BE IN

CONSTRUCTION DRAWINGS. VERIFY THAT NO HOLE HAS

REINFORCEMENT LOCATIONS FROM ORIGINAL

HOLES HAVE BEEN LOCATED TO MISS ASSUMED 5.)

MATCH DRILL HOLES FOR ANCHORS.4.)

DEMOLITION.

7 INCHES BELOW TOP OF WEIR RECORDED BEFORE

SHIM UNTIL TOP OF DRILL GUIDE BASE PLATE IS LEVEL AND 3.)

CLEARANCE IS AT OUTSIDE WALL.

RESTING POOL SIDE OF DRILL GUIDE FLUSH SO ALL

B.) IF OVERFLOW IS WIDER THAN DRILL GUIDE, PLACE

DRILL GUIDE JUST CLEARS. (SEE SS501)

MATERIAL FROM VERTICAL WALL OF RESTING POOL UNTIL

A.) IF OVERFLOW IS TOO NARROW, REMOVE

IF WIDTH OF OVERFLOW DOES NOT MATCH DRILL GUIDE:2.)

ON WIDTH.

CLEARS ALL AROUND AND FITS WITH MINIMUM CLEARANCE

PLACE DRILL GUIDE INTO OVERFLOW. VERIFY THAT IT 1.)

OVERFLOW ANTENNA:

INSTALLATION NOTES:

ABOUT ORIFICE

ARE SYMMETRICAL

OF THE ORIFICE, AND

FROM THE D/S EDGE

ALL DIMENSIONS ARE

ORIFICE

ONLY

OF LADDER

FROM INVERT

BE REMOVED

CONCRETE TO

LADDER INVERT

C

ORIFICE

5 "

3 "

D

LADDER INVERT

PARALLEL WITH

BOTTOM TO

CONCRETE AND CHIP

BREAK OUT

MADE ALL AROUND,

AFTER CUTS ARE

ANTENNA BASE.

AT GAPS AROUND

CAULK COMPOUND

ANCHORS; USE

MATCH DRILL FOR

ANTENNA AND

CURED, PLACE

ONCE GROUT HAS

SS501

E

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

PLAN OF ORIFICE DEMO

SS503

F

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

PLAN OF ORIFICE INSTALL

C

SCALE: 3" = 1'-0"

SECTION THRU ORIFICE DEMO

D

SCALE: 3" = 1'-0"

SECTION THRU ORIFICE INSTALL

VERIFY DIMENSION)

"; FIELD 4

(APPROX

FLOOR OF INVERT

BASE TO FLUSH WITH

BRING ANTENNA

OF BLOCKOUT AND

TO SMOOTH BOTTOM

PLACE GROUT LAYER

L

IC

IT

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N N

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F

IL

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IG

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D B

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D E

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IP

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A R

K

D A

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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

E

54321

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B

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C H

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A L L

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P

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A G A

N T

E N

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N -1

-B -0

J O

H N D

A Y L

O C

K A

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P O

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L A

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SS503

D

U L T F

IS

H L

A D

D

U

T H S

H O

R E F

IS

H L

A D

D E

R

J D

F .1

S

S

X X

X .d g n

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I

D

G E

C X J L

M

J O

E L W P

R U

S I, C

P T E

N

P L

A N E

L E

V A

T

IO

N

A N

D S

E C

T

IO

N

:1

NOTES:

W A

T E

R F

L O

W

NON-OVERFLOW WEIR

LADDER

FISH

NON-OVERFLOW WEIR

WATER FLOW

VENT HOLES FOR GROUT (TYP.)

AS NEEDED

FOR CONDUIT

DRILL HOLES

OVERFLOW ANTENNA (TYP.)

GROUT.

INSTALLATION WITH EPOXY TYPE

GROUT UNDER ANTENNA AFTER

FLEX PLATE FOR LENGTH ADJUSTMENT

RESTING POOL

/2

/2

G E

C D

M D

H

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

T Y

P L

A D

D E

R W

E

IR

A

N T

E N

N A I

N S

T A

L L

A T

IO

N

SS101

SN101

FROM PACIFIC STATES MARINE FISHERIES COMMISSION.

FURNISHED EQUIPMENT. SEE INFORMATIONAL DRAWINGS

6.) ALL WEIR AND ORIFICE ANTENNAS ARE GOVERNMENT

5.) SEE SHEET SS103 FOR INSTALLATION NOTES AND SEQUENCE.

GRID NORTH. SEE INFORMATIONAL DRAWINGS

4.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

AND SPECIFICATIONS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS.

1.) SEE SHEET G-001 FOR DRAWING INDEX.

WEIR IS SYMETRICAL ABOUT CENTERLINE OF LADDER

SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

WEIR IS SYMETRICAL ABOUT CENTERLINE OF LADDER

SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

(SEE NOTE No.6)

OVERFLOW ANTENNA

(SEE NOTE No.6)

ORIFICE ANTENNA

ELEV. A AND NOTE No.6)

BE IN FLEX PLATE (SEE

ANTENNA LENGTH WILL

ADJUSTMENT TO

INSTALLATION.

POOL WALL AFTER

FLUSH AGAINST RESTING

ANTENNA BODY WILL BE

THIS SHIELD AND

17 PLACES ON ORIFICE ANTENNA

12 PLACES ON OUTSIDE WALL SHIELD

21 PLACES ON OVERFLOW ANTENNA,

HEX DRIVE FLAT SCREWS. (TYP)

OR APPROVED EQUIVALENT, WITH 3/8"-16UNC

RED HEAD MULTI-SET II 1/2" SS104 ANCHORS

B

B

SCALE: 1" = 1'-0"

SECTION THRU WEIR ORIFICE

SS502

D

SS502

F

A

SCALE: 1" = 1'-0"

ELEVATION LOOKING UPSTREAM

SCALE: 1" = 1'-0"

PLAN - TYPICAL LADDER WEIR INSTALLATION (8 PLACES)

L

IC

IT

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N N

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S U

B M

IT

T E

D B

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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

E

54321

D

C

B

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D R

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C H

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J O

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K A

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A R

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O R

P S O

F E

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P O

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L A

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O R

E G

O N

P O

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L A

N D D

IS

T R

IC

U L T F

IS

H L

A D

D E

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/2

/2

T

A L L

A T

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N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

0"

(S

E E N

O T

E

(S

E E N

O T

E

(T

Y P

(S

E E N

O T

E

(S

E E N

O T

E

2"

2"

TYP)

2'-4

(R

E F (T

Y P

(R

E F (T

Y P

(T Y

P

/4 (N

T S

S U

P P

O R

T S

T Y

P A

L L

2'-4

S E

E N

O T

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

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

SS504

D

U L T F

IS

H L

A D

D

F .1

S

S

X X

X .d g n

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I

D

G E

C D J

W P

J O

E L W P

R U

S I, C

P T E

N

:1

NOTES:

12"

SCALE: 1"= 1'-0"

6" 0 1'

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

(TYP)

STD PIPE

FOR 2"�

" U-BOLT 4

INSTRUCTIONS (TYP)

NUTS PER MFR

" BOLTS AND CHANNEL 2

ATTACH SUPERSTRUT W/

" STD PIPE (TYP)2

EXISTING HANDRAIL

CJP

CJP

C

1/8

B

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

D/S SUPPORT LEG

A

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

U/S SUPPORT LEG

SCALE: 1" = 1'-0"

FRONT - TYPE II SUPPORT

SS101

SCALE: NTS

ISOMETRIC - TYPE I SUPPORT

SN101

SCALE: NTS

ISOMETRIC - TYPE II SUPPORT

NOTE: TYPE I ONLY

SCALE: 6" = 1'-0"

U-BOLT DETAIL

D

C

SCALE: 6" = 1'-0"

PLATE DETAIL

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

" SHIM16

STEEL TUBE

STAINLESS

ASTM A554

"×11 GA2

2"×1

STEEL TUBE

STAINLESS

ASTM A554

"×11 GA2

2"×1

(TYP)

STD. PIPE.

FOR 2"�

" U-BOLT 4

WATER FLOW

WATER FLOW

W

ATER

FLO

W

/2

/2

G E

C D

M D

H

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

S U

P P

O R

T D

E T

A

IL

S T

Y P

E I A

N D T

Y P

E I I T

R A

N S

C E

IV

E R P

A N

E L

SUPERSTRUT

A-1200-HS SS

OF NUT.

BEYOND FACE

EXTEND

THREAD MUST

BOX. ONE

TO ATTACH

AS NEEDED

CUT U-BOLT

SEE NOTE No.5

SEE NOTE No.5 SEE NOTE No.5

SS504

A

SS504

B

SS504

SCALE: 1" = 1'-0"

SIDE VIEW - TYPE I SUPPORT

SS504

SCALE: 1" = 1'-0"

SIDE - TYPE II SUPPORT

1/4" PLATE

S O

U T

H A

N D N

O R

T H S

H O

R E F

IS

H L

A D

D E

R S

FISH LADDER

SOUTH SHORE

A-1200-HS SS

SUPERSTRUT

FISH LADDER

SOUTH SHORE

ELECTRICAL SHEETS

ACCORDING TO

ATTACH PANELS

SHEETS

INSTALLATION SEE ELECTRICAL

ENCLOSURE SUPPORTS AT

LOCATE AND ATTACH CAPACITOR

SEE ELECTRICAL SHEETS

SUPERSTRUT SPPORT.

HEX NUT. (2) AT EACH

WITH FLAT WASHER AND

STAINLESS STEEL BOLTS

1/2"-UNC HEX HEAD

DRILL WITH HSS FOR

AT INSTALLATION. MATCH

SUPERSTRUT SUPPORTS

CAPACITOR ENCLOSURE

LOCATE AND ATTACH

FISH LADDER

NORTH SHORE

FISH LADDER

SOUTH SHORE

FISH LADDER

NORTH SHORE

ELECTRICAL SHEETS

ACCORDING TO

ATTACH PANELS

TO SPECIFIC MFR PRODUCT SELECTED.

10.) ADJUST SPACING BETWEEN HOLES FOR U-BOLTS ACCORDING

SHEET ARE TYPE 304 STAINLESS STEEL.

9.) ALL METAL FABRICATIONS AND HARDWARE SHOWN ON THIS

AND ARE NOT SHOWN HERE.

OVER PANELS. THESE SHADES ARE IN ANOTHER CONTRACT

8.) THE SUPPORTS HAVE BEEN DESIGNED TO ACCEPT SUNSHADES

7.) EXPANDED METAL PANELS BETWEEN HANDRAILS NOT SHOWN.

TYPE II SUPPORTS. SEE NOTE No.5.

THERE ARE 2 RIGHT SIDE TYPE II SUPPORTS AND 2 LEFT SIDE

ON THE LEFT SIDE OF THE CHANNEL ARE OPPOSITE HAND.

ARE FOR THOSE ON THE RIGHT SIDE OF THE CHANNEL. PANELS

6.) CONSTRUCTION OF TYPE II SUPPORTS SHOWN ON THIS SHEET

SS101 AND SN101.

PLACES AT NORTH SHORE FISH LADDER ONLY. SEE SHEETS

FISH LADDER ONLY. TYPE II SUPPORTS ARE USED IN (4)

5.) TYPE I SUPPORTS ARE USED IN (4) PLACES AT SOUTH SHORE

GRID NORTH. SEE INFORMATIONAL DRAWINGS

4.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

AND SPECIFICATIONS.

3.) SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES

2.) SEE SHEET G-002 FOR GENERAL NOTES AND SYMBOLS..

1.) SEE SHEET G-001 FOR DRAWING INDEX.

SS504

SCALE: 1" = 1'-0"

FRONT VIEW - TYPE I SUPPORT

SEE NOTES No.5 AND 6

No.5 AND 6

SEE NOTES

No.5 AND 6

SEE NOTESSEE NOTES No.5 AND No.6

SEE NOTES No.5 AND No.6

W

ATER FLOW

G E

C D J

W P

R E

V

IS

E D T

Y P

E T

R A

N C

E

IV

E R P

A N

E L S

U P

P O

R T D

E T

A

IL

S /1

/1

A -1

D

SCALE: FULL

SHIM DETAIL

SUA-q1-CQA3, 2"

3#1/0, 1#8 EGC

SUA-q1-CQA3

OL OL

42-1

OR

OR

X

OR

G.I.

J

X X/M

W

M

K

E

M

3P

XX

V

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)

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

GROUND INSERT IN FLOOR

(SIZE AS INDICATED).

EMBEDDED GROUND CONDUCTOR

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 CABLE I.D.

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

SU

LCQ

SJ

2. LOAD CENTERS

480V (POWERHOUSE)

480V (DAM LIGHTING)

SQ

FCQ

DQ

DCR1

CQ

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

X

TR

T

MCC

M L

IOR

CT

B

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

T1

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

ZZ

ZV

ZT

ZS

YS

XMTR

WS

VT

VS

UTP

TVSS

TT

TI

TE

TDR

T/XFMR

STP

STA

SS

SOL/SV

SCR

SCADA

S/N

RVSS

RLS

RIO

REG

PY

PWR

PTT

PT

PS

PRX

PRV

PLC

PL

PI

PDT

PC

PBL

PB

PA

MIT

ME

MCR

LT

LS

LE

LC

IR

IY

I/P I/O

HV

HMI

HOA

FZ

FWS

FU

FM

FC

ETM

DT

DSA

DS

DPM

DO

DTAP

DNET

DI

BP

CV

CU

CS

CR

CP

AWS

AUX

AO

ALM/AH

AIR

AI

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

TRANSFORMER

SHIELDED TWISTED PAIR

STATION (OPERATOR CNTRL)

SELECTOR SWITCH

SOLENOID/SOLENOID VALVE

SAFETY CONTROL RELAY

SUPERVISORY CTRL & DATA ACQUISITION

SOLID NEUTRAL

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

PUSH BUTTON, LIGHTED

PUSH BUTTON

PLANT AIR

RELATIVE HUMIDITY INDICATING XMTR

RELATIVE HUMIDITY/MOISTURE ELEMENT

MASTER CONTROL RELAY

LEVEL TRANSMITTER

LEVEL SWITCH

LEVEL ELEMENT

LEVEL CONTROLLER

INDUCTION RELAY

CURRENT CONVERTER

CURRENT TO PRESSURE TRANSDUCER

INPUT/OUTPUT

HAND VALVE

HUMAN MACHINE INTERFACE

HAND-OFF-AUTO

VALVE POSITION (FLOW)

FACILITY WATER SUPPLY

FUSE

FLOW METER

FLOW CONTROLLER

ELAPSED TIME METER

DEVICENET TAP

DEVICENET STARTER ASSEMBLY

DISCONNECT SWITCH

DIGITAL POWER METER

DISCREET OUTPUT

DEVICENET TAP

DEVICENET

DISCREET INPUT

BYPASS (CONTACTOR)

CONTROL VALVE

COPPER

CONTROL SWITCH

CONTROL RELAY

CONTROL PANEL

AUXILLARY WATER SUPPLY

AUXILIARY

ANALOG OUTPUT

ALARM/ANNUNCIATOR HORN

AMPERE INTERRUPT RATING

ANALOG INPUT

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

A

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

u

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

ORIGIN

THE PANEL)

DESTINATION (XX = # OF

D. FIBER OPTIC CABLE IDENTIFICATION

PP1-4/f-MM-XX

AND OTHER LOW-LEVEL SIGNAL CIRCUITS.

ALARM CIRCUITS, ANNUNCIATOR CIRCUITS,

CONDUIT CAPPED OFF

OLX

OL

CONTROL RELAY

TRANSFORMER

TRANSCEIVER

WITH

WATERTIGHT

WEATHERPROOF

WATT

VOLTMETER SWITCH

VOLTMETER

VARIABLE FREQUENCY DRIVE

VOLTS

UNINTERRUPTIBLE POWER SUPPLY

UPSTREAM

UNIT HEATER

UNDERGROUND

TYPICAL

TRIAD

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

PUSH TO TEST

PRESSURE SWITCH

PAIR

PANEL

PASSIVE INTEGRATED TRANSPONDER

PHASE

POWER DISTRIBUTION BLOCK

PHOTOCELL

PULL BOX

PARTIAL

OVERLOAD RELAY

OPEN

NAMEPLATE

NORMALLY OPEN

NORMALLY CLOSED

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

LIGHT CONTACTOR

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

COUNTING STATION

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

XFMR

XCVR

W/

WT

WP

W

VS

VM

VFD

V

UPS

U/S

UH

UG

TYP

TR

TC

TB

SS

SPST

SPDT

SPD

S/N

SM

SF

SA

RN

RGS

REF

RCPT

R Q

PVC

PTT

PS

PR

PNL

PIT

PH

PDB

PC

PB

PART

OL

O

NP

NO

NC

NA

N

MTS

MPC

MS

MM

MLO

MH

MD

MCP

MCC

MCB

M/MTR

LSI

L/R

LR

LTG

LT-FLEX

LC

L

J/JB

INST

INCAND

IG

HTR

HID

HH

HDX

GI

GFE

GFCIP

GFCI

GALV

G/GND

FVR

FVNR

F/O

FLUOR

FLR

FDX

FDR

FCB

F,FU

EXST

EM

EL

EF

EGC

D/S

DIV

CV

CT

CS

CPU

CPT

CL

CGB

CKT

CB

C

BK

BCG

AWG

ATS

AT

AL

AIR

AIC

AFG

AFF

AF

A

FIBER OPTIC CIRCUITS

NO. OF FIBERS

MM FOR MULTI-MODE)

MODE (SM FOR SINGLE MODE,

ENGRAVED LETTERING

3.5" L X 0.53" H WITH 1/4 " (MIN.)

ALUMINUM OR BRASS MARKER PLATE

(SEE NOMENCLATURE, THIS SHEET)

CONDUIT I.D AND SIZE

ALUMINUM OR NYLON STRAPS

SECURE TO CONDUIT WITH EITHER

OR CABLE

NUMBER & SIZE OF CONDUCTORS

(SEE NOMENCLATURE, THIS SHEET)

CIRCUIT I.D.

NYLON STRAPS

LETTERING. SECURE TO CABLE WITH

4" L X 0.5" H WITH 1/4 " (MIN.)

VINYL (SELF-LAMINATING) TAG

EXPOSED CONDUITS

MUTLI-CONDUCTOR CABLES AND BUNDLES

(WITHIN BOXES, ENCLOSURES, AND PANELS)

OTHERWISE.

2. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED

BE USED WITHIN THIS DRAWING SET.

THEREFOR, SOME SYMBOLS AND ABBREVIATIONS MAY NOT

1. THIS IS A TYPICAL SYMBOLS AND ABBREVIATIONS SHEET,

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

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

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

BORDER VERSION UPDATE [08-2013]

E-001SHEET NAME:G2ecdbdb BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/21/2016 9:16:08 AM

/2

/2

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

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

IL

L

IA

M F

O R

T U

N Y P .E

A N

S I

D

G E

C D

T R

S

C

A N

D E

S

B .B

A N

N

IS

T E

R

G E

N E

R A

L N

O T

E S A

N D L

E G

E

E-001

:1

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

A D

U L T F

IS

H L

A D

D E

R W

N -1

-B -0

D A

B B

R E

V

IA

T

IO

F .1

E -0

X X

X .D

G

H

P

P

PD

P

P

M H

M H

P

P

P

P

P

P

P

N

A

EN101

B

ES101

0200' 200'

SCALE: 1"= 200'

SEE PLAN

SEE PLAN

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

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

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

BORDER VERSION UPDATE [08-2013]

E-101SHEET NAME:G2ecdbdb BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 9/21/2016 9:17:39 AM

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

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

S I

IT

E P

L A

N

E L E

C T

R

IC

A L

E-101

A D

U L T F

IS

H L

A D

D

L

IA

M F

O R

T U

N Y P .E

/2

/2

J D

F .1

E -1

X X

X .D

G N

G E

C D

B D

B

B

B A

N N

IS

T E

R

B

B A

N N

IS

T E

R

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

W

N -1

-B -0

W A

S H

IN

G T

O N

O R

E G

O N

POWERHOUSESPILLWAY

FOREBAY

TAILRACE

ADULT FISH LADDER

NORTH (WASHINGTON)

ADULT FISH LADDER

SOUTH (OREGON)

N A

V L

O C

K

ELECTRICAL SITE PLAN

XCVR XCVRXCVRXCVRCOILCOIL COILCOIL

WEIR 181

XCVR XCVRXCVRXCVRCOILCOIL COILCOIL

WEIR 180

XCVR XCVRXCVRXCVRCOILCOIL COILCOIL

WEIR 247

XCVR XCVRXCVRXCVRCOILCOIL COILCOIL

WEIR 246

NOTES:

(SEE NOTE 2)

ANTENNA, TYP.

NEW FDX

TRANSCEIVER PANEL

JO1 01-03

TRANSCEIVER PANEL

JO1 02-04

(OVERFLOW)

ANTENNA

(OVERFLOW)

ANTENNA

(ORIFICE)

ANTENNA

(ORIFICE)

ANTENNA

(SEE NOTE 2)

TRANSCEIVER

BLOCK DIAGRAM - SOUTH (OREGON) SHORE

(SEE NOTE 2)

ANTENNA, TYP.

NEW FDX

TRANSCEIVER PANEL

JO1 05-07

TRANSCEIVER PANEL

JO1 06-08

(OVERFLOW)

ANTENNA

(OVERFLOW)

ANTENNA

(ORIFICE)

ANTENNA

(ORIFICE)

ANTENNA

(SEE NOTE 2)

TRANSCEIVER

(SEE NOTE 2)

ANTENNA, TYP.

NEW FDX

TRANSCEIVER PANEL

JO2 01-03

TRANSCEIVER PANEL

JO1 02-04

(OVERFLOW)

ANTENNA

(OVERFLOW)

ANTENNA

(ORIFICE)

ANTENNA

(ORIFICE)

ANTENNA

(SEE NOTE 2)

TRANSCEIVER

(SEE NOTE 2)

ANTENNA, TYP.

NEW FDX

TRANSCEIVER PANEL

JO2 05-07

TRANSCEIVER PANEL

JO1 06-08

(OVERFLOW)

ANTENNA

(OVERFLOW)

ANTENNA

(ORIFICE)

ANTENNA

(ORIFICE)

ANTENNA

(SEE NOTE 2)

TRANSCEIVER

BLOCK DIAGRAM - NORTH (WASHINGTON) SHORE

N02

N04

N01

N03

N06

N08

N05

N07

S02

S04

S01

S03

S06

S08

S05

S07

/2

/2

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

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

L

IA

M F

O R

T U

N Y P .E

A N

S I

D J

D F .1

E -6

X X

X .D

G N

G E

C D

T R

S

C

A N

D E

S

B .B

A N

N

IS

T

IT

T

A G S

Y S

T E

M B

L O

C K D

IA

G R

A M

E-601

:1

IN

S

T A

L L

A T

IO

N

P

IT

T

A G A

N T

E N

N A

A D

U L T F

IS

H L

A D

D E

R W

N -1

-B -0

4. SEE SHEET E-701 FOR CONDUIT SCHEDULE.

3. SEE SHEET E-001 FOR SYMBOL LEGEND.

THE CONTRACTOR.

GOVERNMENT-FURNISHED AND SHALL BE INSTALLED BY

CONDUCTORS PROVIDED BY OTHERS. ANTENNAS ARE

2. TRANSCEIVERS, ANTENNA COILS/CABLES AND GROUND

1. ALL ITEMS SHOWN ARE NEW UNLESS INDICATED OTHERWISE.

F

C H

A N

G E

D F

R O

M W

E

IR

S

T

O

/1

/1

A -1

1 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

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

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

Y

E-601SHEET NAME:G2ecdbdb BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 10/13/2016 8:41:56 AM

CONDUIT SCHEDULE

CONDUCTOR. BOTH CONDUCTORS WILL BE RUN IN SAME CONDUIT.

ANTENNA CABLE HAS OD OF 0.5 INCHES PLUS #10 GROUND

3. CONDUIT BEND RADIUS SHALL BE BASED UPON THE FOLLOWING:

FURNISHED AND INSTALLED BY OTHERS (PSFMC).

AND CONDUCTORS TO BE INSTALLED IN CONDUITS TO BE

2. CONTRACTOR SHALL PROVIDE ALL…