Drawings_W9127N-17-B-0003.pdf

US Army Corps of Engineers Portland District

JOHN DAY LOCK AND DAM

ADULT FISH LADDER

PIT TAG ANTENNA

INSTALLATION

THIS PROJECT WAS DESIGNED BY THE PORTLAND

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

{v'.rLANCEA. HELWIG, P.E.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

'2.01~0'1)0

SOLICITATION NUMBER: W9127N-17-B-0003

1 I 2 I 3 I 4 I 5

SHEET SHEET SHEET ml REVISION SHEET ACTION REVISION SHEET# ACTION REVISl()N DRAWING ACTION

MARK FILE NAME ID DRAWING TITLE No. MARK of# DRAWING No. DRAWING TITLE No. MARK FILE NAME No. DRAWING TITLE No. US Army Corps of i:::nglneers$

PORTLAND DISTRICT

GENERAL PLANS

INFORMATIONAL PLANS FROM PACIFIC STATES MARINE FISHERIES COMMISSION INFORMATIONAL PLANS

A JDG-1-0-1 /29 CONSTRUCTION BASELINE LAYOUT HORIZONTAL AND VERTICAL CON1ROL s

DRILL GUIDES, (I 5) SHEETS c JDF-1-0-2/1 NORTH SHORE FISH LADDER-1 ON 10 GENERAL LAYOUT PLANS s l JDFl. l09_G-001XXX.DGN G-001 DRAl'llNG INDEX 2 s 0 I of lS JDA FITTING PLUG-DRILL GUIDES OVERVIEW s c JDF-1-0-2/2 NORTH SHORE FISH LADDER;-1ON10 ELEVATIONS JD Fl. I 09_G-002XXX.DGN G-002 GENERAL NOTES AND SYMBOLS

2of lS JDA FITTING PLUG-DRILL GUIDES ORIFICE s c JDF-1-0-2/3 NORTH SHORE FISH LADDER-I ON 10 GENERAL LAYOUT SECTIONS I s 0 JD Fl. I 09_G-003XXX.DGN G-003 DIS1RICT BOUNDARY, LOCAL VICINITY, PROJECT SITE MAPS 2

ORIFICE TOP s D JDF-10,0-0-3/1 SOUTH SHORE FISH LADDER GENERAL LAYOUT PLAN s D AND PROJECT PHOTO 0 3 of IS JOA FITTING PLUG-DRILL GUIDES

~ 0 4 of lS JDA FITTING PLUG-DRILL GUIDES ORIFICE LEFT 5 B JDH-4-2/34 NORTH SHORE FISH LADDER-1 ON 10 SECTIONS Nos 6 & 7 s STRUCTURAL PLANS 0 S of lS JDA FITTING PLUG-DRILL GUIDES ORIFICE RIGHT 5 PLAN, ELEVATION &SECTIONS

0 6 oflS JOA FITTING PLUG-DRILL GUIDES ORIFICE BOTTOM s D JDF-1-4-2/37 NORTH SHORE FISH LADDER-I ON 10 SECTION No.8 s GENERAL STRUCTURAL SHEETS, (1) SHEET 0 7 of IS JOA FITTING PLUG-DRILL GUIDES ORIFICE PARTS CONDUIT & CAPACITOR 5 PLAN, ELEVATION & SECTIONS

JDFI .109_S-OOIXXX.DGN S-001 GENERAL STRUCTURAL NOTES 2 0 8 oflS JDA FITTING PLUG-DRILL GUIDES ORIFICE PARTS PLASTIC s B JDF-1-4-2-40 NORTH SHORE FISH LADDER-1 ON 10 SECTIONS Nos.9 & 10 s 0 9 oflS JOA FITTING PLUG-ORI LL GUIDES ORIFICE & OVERFLOW PARTS TUlllNG s PLAN, ELEVATION, & SECTIONS 0 IOoflS JOA FITTING PLUG-DRILL GUIDES OVERFLOW s

NORTH SHORE FISH LADDER-1 ON 10 WEIRS I SS TO 263 CONCRETE OUTLINE s o· 11 of lS JDA FITTING PLUG-DRILL GUIDES. OVERFLOW OUTSIDE WALL s E JDF-l-4-2/S2

NORTH SHORE FISH LADDER l'/EIR MODIFICATION, FEATURE 'N", (2) SHEETS 12 of lS JDA FITTING PLUG-DRILL GUIDES OVERFLOW INSIDE \'/ALL s A JDf-1-4-3/9 SOTH SHORE FISH LADDER SECTIONS Nos. 4 & S-CONCRETE OUTLINE I s 0 PLAN, ELEVATION, AND SECTIONS JDFI .109_SNOOIJ()()(,DGN sNOOl NORTH SHORE FISH LADDER PIT TAG ANTENNA INSTALLATION 2 0 13 of lS JOA FITTING PLUG-DRILL GUIDES OVERFLOW UPSTREAM s

LOCATION ARRANGEMENT ISOMETRIC 0 14 of IS JDA FITTING PLUG-DRILL GUIDES OVERFLOW 001'/NSTREAM LEFT s A JDF-1-4-3/10 SOUTH SHORE FISH LADDER SECTIONS Nos, 4 & S-CONCRETE OUTLINE II s JD Fl .109_SN101)()()(.DGN SNIOl NORTH SHORE FISH LADDER PIT TAG ANTENNA 2 0 lS of IS JOA FITTING PLUG-DRILL GUIDES OVERFLOW DOWNSTREAM RIGHT s SECTIONS

- LOCATION ARRANGEMENT PLAN B JDF-10.0-4-3/17 SOUTH SHORE FISH LADDER SECTIONS Nos, 6, 7, & 8-CONCRETE OUTLINE I s

ORIFICE ANTENNA SHEETS, (31) SHEETS PLAN, ELEVATION, & SECTIONS

I 1 OF31 JOA ORIFICE ANTENNA OVERVIEW s SOUTH SHORE FISH LADDER WEIR MODIFICATION, FEATURE T, (6) SHEETS 1 2 OF31 JDA ORIFICE ANTENNA EXPLODED VIEW s B JDF-1-4-3/18 SOUTH SHORE FISH LADDER SECTIONS Nos, 6, 7, 8-CONCRETE OUTLINE II s i5

JDFI .109_SS001XXX.DGN SSOOI SOUTH SHORE FISH LADDER PIT TAG ANTENNA 2 I 3 OF31 JOA ORIFICE ANTENNA SHIELD METAL FAB s SECTIONS ~ LOCATION ARRANGEMENT ISOMETRIC 1 40f 31 JOA ORIFICE ANTENNA SHIELD TDP DETAIL s A JDF-1-4-3/49 SOUTH SHORE FISH LADDER WE.IRS 172 THRU 247 ; 249 THRU 252 s ~ JDfl .109_SS101XXX.DGN SSlOI SOUTH SHORE FISH LADDER PIT TAG ANTENNA 2 I S Of 31 JOA ORIFICE ANTENNA SHIELD LEFT DETAIL s CONCRETE OUnlNES

LOCATION ARRANGEMENT PLAN I 60F31 JOA DRIFICEANTENNA SHIELD RIGHT DETAIL s A JDF- l-S-3/2 SOUTH SHORE FISH LADDER HANDRAIL AND FISH BARRIER DETAILS s JDF I. I 09_SS I 02)()()(,DGN SSSOI SOUTH SHORE FISH LADDER TYPICAL LADDER WEIR DEMOLITION 2 I 70f31 )DA ORIFICE ANTENNA SHIELD BOTTOM DETAIL s A JDF-10-S-3/3 SOUTH SHORE FISH LADDER COUNTING STATION MISCELLANEOUS MAETALS s

PLAN, ELEVATION, AND SECTION 1 80F31 JOA ORIFICE ANTENNA SHIELD GROUND LUG DETAIL s

1 JDF-0-4/2 JOHN DAY SOUTH SHORE FISH LADDER U/S BARRIER AND WEIR MODIFICATION 5

1 90F31 JOA ORIFICE ANTENNA PLASTIC INNER ASSEMBLY s PLAN AND SECTION JD Fl. I 09_SS103XXX.DGN SSS02 SOUTH SHORE FISH LADDER TYPICAL LADDER WEIR DEMOLITION AND 2 I 100F31 JOA ORIFICE ANTENNA PLASTIC INNER TOP s ORIFICE ANTENNA INSTALLATION NOTES AND DETAILS I 11 OF31 JOA ORIFICE ANTENNA PLASTIC INNER LEFT s 1 JDF-2-7/l JOHN DAY SOUTH S~ORE FISH LADDER U/S BARRIER AND WEIR MODIFICATION s

JDFl .I 09_SS104)()()(.DGN SSS03 SOUTH SHORE FISH LADDER l'YPICAL LADDER WEIR INSTALLATION 2 1 120F31 JOA ORIFICE ANTENNA PLASTIC INNER RIGHT s DEMOLITION OF WEIR 194 AND MODIFICATION OF WEIRS 19S THRU 206 0 PLAN, ELEVATIONS, AND SECTION 1 130F31 JDA ORIFICE ANTENNA PLASTIC INNER BOTTOM s 1 JDF-2-7/2 JOHN DAY SOUTH SHORE FISH LADDER U/S BARRIER AND l'IEIR MODIFICATION s

JDFl.109_SS1 OSXXX.DGN SSS04 SOUTH AND NORTH SHORE FISH LADDER SUPPORTS FOR 2 1 14 Of 31 JDA OIUFICE ANTENNA PLASTIC OUTER ASSEMBLY s UPSTREAM BARRIER STRUCTURE SHEET 1 TRANSCEIVER PANELS PLAN, ELEVATIONS, AND SECTION 1 IS OF31 JOA ORIFICE ANTENNA PLASTIC OUTER TOP s 1 JDF-2-7/2a JOHN DAY SOUTH SHORE FISH LADDER U/S BARRIER AND WEIR MODIFICATION s

I 160F31 JOA ORIFICE ANTENNA PLASTIC OUTER TOP DETAIL s UPSTREM BARRIER STRUCTURE SHEET 1 a

ELECTRICAL PLANS

1 170F31 JOA ORIFICE ANTENNA PLASTIC OUTER LEFT s 2 JDF-2-7/3 JOHN DAY SOUTH SHORE FISH LADDER U/S BARIUERAND WEIR MODIFICATION s 1 18 OF31 JDA ORIFICE ANTENNA PLASTIC OUTER RIGHT s UPSTREAM BARRIER STRUCTURE SHEET 2

GENERAL I l90F31 JOA ORIFICE ANTENNA PLASTIC OUTER BOTTOM s JDN-1-2-IS/S NAVIGATION LOCK VISITORS BUILDING PLANS s I B JDFl .109_E-001 E-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS 2

I 200F31 JOA ORIFICE ANTENNA PLASTIC OUTER BOTTOM VIEWS FLAT 5 B JDN-1-2-1 S/6 NAVIGATION LOCK VISITORS BUILDING ELEVATIONS & SECTIONS s 1 21 OF31 JOA ORIFICE ANTENNA PLASTIC OUTER BOTTOM VIEWS AT FLOOR ANGLE s B JDF-1-0-3/2 SOUTH SHORE FISH LADDER-EXISTING GENERAL LAYOUT 5

JDFl.109_E-00.1 E-101 ELECTRICAL- SITE PLAN 2 I 22 OF 31 JDA ORIFICE ANTENNA PLASTIC OUTER TOP COVER s ELEVATION AND SECTIONS 1 23 OF 31 JOA ORIFICE ANTENNA PLASTIC OUTER LEFT COVER s

D JDF-1-0-3/3 SOUTH SHORE FISH LADDER-GENERAL LAYOUT SIDEWALK, CURBS, FENCES, ETC, s JDFJ.109_E-S01 E-501 TYPICAL DETAILS - TRANSCEIVER PANELS AND CAPACITOR 2 1 24 OF 31 JOA ORIFICE ANTENNA PLASTIC OUTER RIGHT COVER s c JDF-l-4-3/2S SOUTH SHORE FISH LADDER SECTION No. 9-CONCRETE OUTLINE I s d§ Bi - ENCLOSURES I 25 Of 31 JDAORIFICEANTENNA PLASTIC OUTER BOTTOM COVER s PLANS AND DETAILS z~ " " Z,.!. 0 " JDFl.109_E-60l E-601 PITTAG SYSTEM BLOCK DIAGRAM 2 I 26 OF 31 JOA ORIFICE ANTENNA PLASTIC INNER BOTTOM VIEWS ATFLOOR ANGLE s ~~ ~

B JDF-1-4-3/26 SOUTH SHORE FISH LADDER SECTION No. 9-CONCRETE OUTLINE II s z

CONDUIT COVER DIMENSIONS C)

1 27 OF 31 JOA ORIFICE ANTENNA s ELEVATION AND SECTIONS ~~ \J;;; ~ z

JDF1.109_E-701 E-701 CONDUIT SCHEDULE 2 I 28 OF 31 JOA ORIFICE ANTENNA CONDUIT COVER EXTERIOR SHAPE DETAIL s ~ g, c JDF-1-4-3/31 SOUTH SHORE FISH LADDER SECTION No. 10-CONCRETE OUTLINE s if' 8 ~ 1 29 Of 31 JOA ORIFICE ANTENNA CONDUIT COVER VIEWS s

PLANS, ELEVATION AND SECTIONS

ilo 0

1 30 Of 31 JOA ORIFICE ANTENNA ELECTRONICS BOX VIEW'S s >-NORTH ADULT FISH LADDER B JDF-1-4-3/3S SOUTH SHORE FISH LADDER SECTION No. 11-CONCRETE OUTLINE s i~ ~ ill~ JDFl.109_EN101 ENIOl ELECTRICAL PLAN 2 1 31 OF31 JOA ORIFICE ANTENNA ELECTRONICS BOX VIEWS s '<

PLANS, ELEVATION AND SECTIONS ~

~~' ~; ti TRANSCEIVER PANEL INSTALLATION - PLAN AND SECTIONS 2 OVERFLOW ANTENNA SHEETS, (31) SHEETS D JDF-1-4-3/40 SOUTH SHORE FISH LADDER SECTION No. 12-CONCRETE OUTLINE s

I! ~ ~~ JD Fl .109_EN401 EN401 PLANS, SECTIONS AND ELEVATION ii - 1 I OF31 JDA OVERFLOW ANTENNA OVERVIEW s fil ii§l 2 1 20F31 JOA OVERFLOW ANTENNA LEFT ANTENNA ASSEMBLED s B JDF-1-4-3/4S SOUTH SHORE FISH LADDER SECTION Nos. 13 AND 14-CONCRETE OUTLINE s z

~~ "' g/~ JD Fl .109_EN402 EN402 TRANSCEIVER PANEL INSTALLATION - SECTION AND ISOMETRIC VIEWS PLANS, SECTIONS AND ELEVATION fil"' 21il I-

1 3 OF31 JOA OVERFLOW ANTENNA OVERFLOW ANTENNA- EXPLODED VIFW s gi'i g_ 4 OF31 JDA OVERFLOW ANTENNA ORDER OF ASSEMBLY - A s o~ o& .,, (L..;! .,::;

B SOUTH ADULT FISH LADDER 1

~ 1 S OF31 JOA OVERFLOW ANTENNA ORDER Of ASSEMBLY - B s

JDFl.109_ES101 ESlOl ELECTRICAL PLAN 2 Ill 1 60F31 JOA OVERFLOW ANTENNA ORDER Of ASSEMBLY - C s

~t55 TRANSCEIVER PANEL INSTALLATION - PLAN AND SECTIONS 2 1 7 OF31 )DA OVERFLOW ANTENNA ORDER OF ASSEMBLY - D s

JDFJ.109_ES40 I ES401 z ~ Cl I 8 OF31 JOA OVERFLOW ANTENNA CONDUIT COVER (LEffi s ~~~

2 1 9 OF31 JOA OVERFLOW ANTENNA SHIELD - LEFT ANTENNA s NOTES: JDFl .109_ESl 02 E5402 TRANSCEIVER PANEL INSTALLATION -SECTION AND ISOMETRIC VIEl'IS & D 0 1 100F31 JOA OVERFLOW ANTENNA SHIELD DOWNSTREAM FACE (LEFT) s

1 11 OF 31 JDA OVERFLOW ANTENNA SHIELD UPSTREAM FACE (LEffi s 1. SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW: 8g~ 1 120f31 JOA OVERFLOW ANTENNA SHIELD OUTSIDE WALL (LEFn s ~ !\'. ~ 1 130F31 JOA OVERFLOW ANTENNA SHIELD INSIDE WALL (LEFl) s 1 DENOTES FIO DRAWING IS OBSOLETE AT THE COMPLETION OF 1 14 OF31 JOA OVERFLOW ANTENNA SHIELD FLEX RING (LEffi & GND LUG s THIS CONTRACT <Ii 1 ISOF31 JDA OVERFLOW ANTENNA SHIELD DETAILS (LEffi s ::>

- 1 160F31 JOA OVERFLOW ANTENNA PLASTIC BOTTOM TIIROUGH BOLT (LEffi s 2 DENOTES DRAWING SHALL BE UPDATED ATTHE COMPLETION 1 l70F31 JDA OVERFLOW ANTENNA PLASTIC BOTTOM THROUGH BOLT COVER (LEffi s OF THIS CONTRACT BY THE CONTRACTOR 1 l80f 31 JDA OVERFLOW ANTENNA PLASTIC SIDE THRU BOLT s 1 190F31 JOA OVERFLOW ANTENNA PLASTIC RIGHTSIDETHRU BOLT COVER s 3 DENOTES FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING 2 1 20 Of 31 JOA OVERFLOW ANTENNA PLASTIC LEFT SIDE THRU BOLT COVER s DRAWINGS AT THE COMPLETION OF THIS CONTRACT i3 ffi <t:

I 21Of31 )DA OVERFLOW ANTENNA PLASTIC DOWNSTREAM FACE FERRITE (LEffi - A s CIOZz I 22 Of 31 )DA OVERFLOW ANTENNA PLASTIC DOWNSTREAM FACE FERRITE (LEffi - B s 4 DENOTES FIO DRAWING WAS REFERENCED BY THE FOLLOWING zozo @ 1 23 OF 31 )DA OVERFl.OW ANTENNA PLASTIC DOWNSTREAM FACE WIRE (LEFT) - A s CONTRACT DRAWINGS ~~~~ 0

1 24 OF 31 JOA OVERFLOW ANTENNA PLASTIC 001'/NSTREAM FACE WIRE (LEFT) - B s u:r:~ (!)

1 25 OF 31 JOA OVERFLOW ANTENNA PLASTIC UPSTREAM FACES (L&R) s 5 DENOTES FIO DRAWING IS FOR REFERENCE ONLY Q(/) -1 z 1 260F31 )DA OVERFLOW ANTENNA PLASTIC INTERNAL RIBS (L&R) s ...J[L~~ ~ 1 270F 31 )DA OVERFLOW ANTENNA PLASTIC CONNECTOR CAVITY PARTS (LOWER) s 2. FIO DENOTES "FOR INFORMATION ONLY" ~~I-'(/)

A Cl::J!::~ 0 1 28 OF 31 JOA OVERFLOW ANTENNA PLASTIC CONNECTOR CAVITY PARTS (UPPER) s zDO.

1 29 OF 31 JDA OVERFLOW ANTENNA PLASTIC CONNECTOR CAVITY DOOR (LEffi s 3. ALL SHEETS JN THE PLANS AND SPECIFICATIONS SET ARE INTENDED TO ;r:<t'.

1 30 OF 31 JOA OVERFLOW ANTENNA PLASTIC GALVANIC BARRIER(LEFT) s BE PRINTED IN COLOR 0 1 31OF31 JDA OVERFLOW ANTENNA FLEX PAL TE (LEffi s -, 4.) CONTRACT DRAWINGS AND FIO DRAWINGS ARE ON JOHN DAY

EXCITER CONDUIT SHEETS, (2) SHEETS "AS-CONSTRUCTED" HORIZONTAL AND VERTICAL CONTROL. SEE FIO

1 1 oFi JOA EXCITER CONDUIT PLAN CONDUIT ROUTE s DRAWING JDG-1-0-1/29 CONSTRUCTION BASELINE LAYOUT HORIZONTAL 1 2 OF2 JDA EXCITER CONDUIT PLAN ANTENNA CONDUIT DETAIL s AND VERTICAL CONTROL.

SHEET

IDENTIFICATION

G-001

DRAWING PLOT SIZE: ANSI D I DATE AND TIME PLOTIED: 912112016 1:33:10 PM I I BY USERNAME: G2ecdjem I SHEET NN~E: G-001

D c

B

A

I

LEGEND:

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

FOR DETAILS ## IDENTIFICATION

NUMERIC VALUE ~DETAIL

• X-S## SYMBOL

•WHEN A DASH ,, ,, , --·1 SHEET NUMBER ON

' • ' /' / WHICH DETAIL

CHARACTER IS USED, \ ,/ APPEARS*

DETAIL APPEARS ON ___ ,..

THE SAME SHEET AS

ITWASTAKEN fTiiA DETAIL

\CSe/ SCALE: NONE

-"----_SHEET NUMBER

WHERE DETAIL

WAS TAKEN*

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

FOR SECTIONS IDENTIFICATION

ALPHAVALUE,VSECTION

SYMBOL

*WHEN A DASH,"·", ~SHEET IDENTIFICATION

CHARACTER IS USED, ON WHICH SECTION

SECTION APPEARS ON APPEARS *

THE SAME SHEET AS IT

WAS TAKEN !XX\ SECTION

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

SA302

DISCIPLINE (SEE NOTE 7) J T TL SEQUENCE NUMBER (00 THRU 99)

AREA FEATURE - TYPE DESIGNATOR (SEE NOTE 6)

(SEE NOTES SAND 9)

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

JDF1.109_G-102XXX.DGN

PROJECTCODE Till~~T LFILEEXTENSION (JD =JOHN DAY) J l__: USER DEFINED(3 CHARACTERS ONLY;

MAJOR PROJECT FEATURE USE "X" FOR UNUSED SPACES)

(F =FISH PASSAGE) SEQUENCE NUMBER (00 THRU 99)

SERIES CODE SHEET TYPE (SEE NOTE 6)

(ASSIGNED BY GADD MANAGEMENT) AREA FEATURE (SEE NOTES 8 AND 9)

UNDERSCORE SYMBOL, "...'' DISCIPLINE (SEE NOTE 7)

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

PROJECT coDE __JJF~~Tzzzzzzzzzzz~-G~-J~DT 'T,ILE EXTENSION

(JD= JOHN DAY) l_.....= USER DEFINED(4 CHARACTERS ONLY;

MAJOR PROJECT FEATURE USE "X" FOR UNUSED SPACES)

(F = FISH PASSAGE) MODEL FILE TYPE (3D OR 2D)

SERIES CODE DASH SEPARATOR, "·"(REQUIRED)

(ASSIGNED BY GADD MANAGEMENT) DISCIPLINE (SEE LEGEND NOTE 7)

MODEL DESCRIPTION (USER DEFINED) UNDERSCORE SYMBOL,''...:'

(11) CHARCTERS MAX. OMIT IF NOT USED

DRAWING PLOT SIZE: ANSI D I DATE AND TIME PLOTIED: 9119/2016 4:44:40 PM

I

6. TYPE DESIGNATOR FOR SHEET IDENTIFICATION SHALL BE AS

SHOWN BELOW:

0 DENOTES GENERAL

1 DENOTES PLANS

2 DENOTES ELEVATIONS

3 DENOTES SECTIONS

4 DENOTES ENLARGED VIEWS

5 DENOTES DETAILS

6 DENOTES SCHEDULES AND SCHEMATICS

7 DENOTES REINFORCEMENT (USER DEFINED)

8 DENOTES USER DEFINED

9 DENOTES 3DVIEWS

7. ENGINEERING DISCIPLINE DESIGNATOR FOR SHEET IDENTIFICATION

SHALL BE AS SHOWN BELOW:

G DENOTES GENERAL

A DENOTES ARCHITECTURAL

C DENOTES CIVIL

L DENOTES LANDSCAPE

S DENOTES STRUCTURAL

M DENOTES MECHANICAL

E DENOTES ELECTRICAL

I

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

SHALL BE AS SHOWN BELOW:

• DENOTES GENERAL FEATURES

N DENOTES NORTH FISH LADDER STRUCTURE

S DENOTES SOUTH FISH LADDER STRUCTURE

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

SHALL BE AS SHOWN BELOW:

N s

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

DENOTES NORTH FISH LADDER STRUCTURE

DENOTES SOUTH FISH LADDER STRUCTURE

I I BY USERNAME: G2ecdjem

I

GENERAL NOTES:

1. SEE SHEETS G-001 FOR DRAWING INDEX

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

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

ABBREVIATIONS AND GENERAL NOTES

I SHEETNAME: G-0-02

US Army Corps of Engineers" POfUl.AflD DISTRICT

SHEET

IDENTIFICATION

G-002 c

B

A

PROJECT SITE MAP

SCALE: NONE

DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTIED: 9/19/2016 4:46:07 PM

JOHN DAY DAM

.... ,,.1 ,.._.,,.,,.

1'

POWERHOUSE

BY USERNAME: G2ecdjem

DISTRICT BOUNDARY MAP

z w

LL

n.

10010203-040 - -~~LES

WASHINGTON

OREGON

51) I

US Army Corps ofEnglneors:ii P<)RTl.AND DISTRJCT

SHEET

G-003 c

B

A

I

GENERAL STRUCTURAL NOTES:

1. SCOPE

1.1 THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL

FEATURES OF THE JOHN DAY ADULT FISH LADDER PIT TAG

ANTENNA INSTALLATION FOUND ON THE "S" SERIES

DRAWINGS.

1.2 THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED

OTHERWISE ON DRAWINGS,

2.CONCRETE

2.1 ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL

HAVE%" CHAMFERS UNLESS OTHERWISE NOTED. THIS SHALL

INCLUDE CORNERS OF ABUTIING CONTRACTION,

CONSTRUCTION, AND EXPANSION JOINTS BUT SHALL NOT

INCLUDE BLOCKOUTS FOR RAILS, GATE GUIDES, HANDRAIL

SOCKETS AND STAIR TREADS OR AS NOTED OTHERWISE

AND/OR MARKED N.C.

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

THE JUNCTION OF WALL AND FLOOR SURFACES WHERE FILLET

IS NOT CAST SIMULTANEOUSLY WITH ADJOINING MEMBER OR

AS NOTED OTHERWISE,

3. CONCRETE FINISHING

3.1 ALL SURFACES INSIDE THE FISH LADDER SHALL RECEIVE A

CLASS A FINISH AND BE SMOOTH TO THE TOUCH TO AVOID

INJURY TO FISH. ALL OTHER SURFACES SHALL RECEIVE A

CLASS C FINISH.

3,3 ANY DAMAGE TO THE CONCRETE FINISH DURING

CONSTRUCTION SHALL BE REPAIRED AS DESCRIBED IN THE

SPECIFICATIONS.

4. CONCRETE COVER

4.1 UNLESS NOTED OTHERWISE, THE MINIMUM COVER SHALL BE IN

ACCORDANCE WITH TABLE 1. THE MINIMUM COVER SHALL BE

THE CLEAR DISTANCE FROM THE EDGE OF THE

REINFORCEMENT TO THE EDGE OF THE CONCRETE.

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

NOMINAL MAXIMUM SIZE OF AGG~EGATE OR 2.5 TIMES THE

MAXIMUM DIAMETER OF REINFORCEMENT.

5. REINFORCEMENT

5.1 PREPARATION FOR PLACING DRAWINGS AND BAR BENDING

SCHEDULES SHALL BE IN ACCORDANCE WITH THE MOST

RECENT EDITION OF ACI 315,"MANUAL OF STANDARD PRACTICE

FOR DETAILING REINFORCED CONCRETE STRUCTURES".

REINFORCEMENT PLACEMENT DRAWING SHOWING LENGTH

AND LOCATIONS OF ALL SPLICES AND BAR BENDING

SCHEDULES NEED TO BE SUBMITIED TO THE GOVERNMENT

FOR APPROVAL.

5.2 ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615,

GRADE 60 REQUIREMENTS.

5.3 UNLESS NOTED OTHERWISE, ALL HOOKS SHALL BE STANDARD

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

WILL BE DESIGNED BY THE CONTRACTOR AND SHOWN ON

SUBMITTALS.

5.4 BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS

OF BARS.

5,5 A SYMBOL SUCH AS STAG. SPL. INDICATES REINFORCING

BARS TO BE STAGGER LAP SPLICED (CLASS B) BY

ALTERNATING LAP LOCATIONS AS SHOWN, AND PROVIDING THE

INDICATED LAP LENGTH.

5.6 A NOTATION SUCH AS 7'-6" J 1'·6" FOLLOWING THE BAR SIZE

AND SPACING INDICATES A BENT BAR WITH AN

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

LEITER OR DIMENSION ON THE SHORT LEG INDICATES THE

FOLLOWING:

L: EXTEND BAR LAP SPLICE LENGTH BEYOND BEND

E: EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING

BAR

DIMENSION: OUTSIDE· TO-OUTSIDE LENGTH OF SHORT LEG

WHEN NO LETTER OR DIMENSION IS GIVEN, PROVIDE A

STANDARD 90' HOOK

I

5.7 ALL BARS SHALL BE SPACED AS SHOWN ON DRAWINGS.

5.8 REINFORCING BARS SHALL NOT CONTINUE ACROSS AN EXPANSION

OR CONTRACTION JOINT UNLESS SHOWN IN THE DRAWINGS. REBAR

SHALL CONTINUE ACROSS CONSTRUCTION JOINTS AS DETAILED IN

THE DRAWINGS.

5.9 VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS SHALL

BE SUPPORTED TO PREVENT THE BREAKING OF BOND BETWEEN

THE REINFORCING BARS AND FRESHLY PLACED CONCRETE.

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

6.1 DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCING BARS

USED INTHIS CONTRACT SHALL BEAS DESCRIBED INACI 318·11

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

6,2 THE TABLES PROVIDED ARE ONLY FOR FIELD INSPECTION

REFERENCE. ANY OMISSIONS OR VARIANCES FROM ACI SHALL NOT

BE CONSTRUED AS CHANGES IN THE ACI REQUIREMENTS.

6.3 TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT

MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE

MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

7.STRUCTURALSTEEL

7.1 ALL STRUCTURAL STEEL PLATES AND SHAPES WILL CONFORM TO

ASTM A 572 UNLESS OTHERISE NOTED IN THE DRAWINGS.

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

ORASTM A500, GRADE B UNLESS NOTED OTHERWISE.

7.3 STRUCTURAL STEEL TUBING WILL CONFORM TO ASTM A500, GRADE

B.

7.4 STAINLESS STEEL SHAPES SHOWN ON THE DRAWINGS WILL

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

STAINLESS STEEL TUBE WILL CONFORM TO ASTM A554.

7.5 GALVANIZING OF STEEL WILL CONFORM TO ASTM A123, UNLESS

OTHERWISE NOTED.

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

STRUCTURAL STEEL CONNECTIONS SHALL BE OF THE MATERIAL,

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

NOTED OTHERWISE:

a. BOLTS - ASTM A325, TYPE 1, GALVANIZED

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

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

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

APPLICABLE. WELDING THAT IS NOT SHOWN ON THE DRAWINGS

WILL NOT BE PERMITIED EXCEPT BY WRITTEN PERMISSION FROM

THE CONTRACTING OFFICER AND ENGINEER.

7.8 FIELD WELDING WILL NOT BE PERMITIED UNLESS SHOWN ON THE

DRAWINGS OR AUTHORIZED BY THE CONTRACTING OFFICER.

7.9 ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.

EVERY ACCESSIBLE JOINT NOT HAVING A DESIGNATED TYPE AND

SIZE OF WELD SHALL BE SEAL WELDED PER AISC MINIMUM WELD

SIZE.

7.10ALL SHARP EDGES SHALL BE GROUND TO Afs" RADIUS MIN. UNO.

7 .11 GRIND ALL GROOVE WELDS SMOOTH SUCH THAT THERE ARE NO

BURRS, OFFSETS OR ROUGH AREAS. GRIND ALL WELDS ON

HANDRAILS SMOOTH SUCH THAT THERE ARE NO BURRS, OFFSETS

OR ROUGH AREAS.

7.12 ALL NEW HANDRAIL IS 1~" SCH 40 PIPE. ALL HANDRAIL POSTS

SHALL BE 1~" SCH 80 PIPE. ALL HANDRAIL MATERIAL SHALL BE

ASTM A53, TYPES, GRADE B (GALVANIZED).

7.13 WALKWAYS, HANDRAILS, STAIRS, LADDERS AND ALL APPLICABLE

CONNECTION DETAILS SHALL BE CONTRACTOR DESIGNED WHERE

CALLED OUT ON THE DRAWINGS AND SHALL MEET ALL

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

HEALTH REQUIREMENTS MANUAL". SUBMIT ALL CALCULATIONS AND

DRAWINGS FOR GOVERNMENT APPROVAL AS CALLED OUT IN THE

SPECIFICATIONS.

7.14 GALVANIZE ALL WALKWAY STEEL. ALL GRATING TO BE SERRATED

OR ANTI-SKID BAR GRATING.

DRAWING PLOT SIZE: ANSI D I DATE AND TIME PLOTTED: 911912016 5:03:23 PM I

I

8. ALUMINIUM

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

6061-T6 MEETING REQUIREMENTS OFASTM B221.

8.2 WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH

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

BE PERMITTED UNLESS NOTED ON THE DRAWINGS OR AUTHORIZED

IN WRITING BY THE CONTRACTING OFFICER AND ENGINEER.

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

THAT THE DESIGNATED WELD JOINT SHALL BE A HAND SMOOTH

WELDED SURFACE THAT IS OBTAINED BY GRINDING, FORMING,

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

SMOOTH JOINT.

8.4 ALL BOLTS, NUTS, AND WASHERS USED FOR STRUCTURAL

ALUMINUM CONNECTIONS SHALL BE OF THE MATERIAL, GRADE,

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

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

STEEL.

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

c. PLAIN WASHERS· FABRICATE FROM MATERIAL CONFORMING

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

A276 OR ASTM A240 STANDARDS.

9. EMBEDDED METALS

9.1 CONCRETE ANCHORS SHALL BE AS INDICATED IN THE DRAWINGS.

9.2 CONCRETE ANCHORS SHALL BE INSTALLED PER MANUFACTURERS

PUBLISHED WRITTEN RECOMMENDATIONS.

10. MISCELLANEOUS

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

THE SPECIFICATIONS.

10.2 ALL GROUT USED FOR ANTENNA INSTALLATION SHALL HAVE 100%

BEARING AFTER PLACEMENT.

10.3 PLACE GROUT IN ACCORDANCE WITH THE MANUFACTURER'S

WRITTEN INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.

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

ONE HOUR HAS ELAPSED AFTER INITIAL MIXING. FILL BLIND

CAVITIES BY PRESSURE INJECTION UNDER CONTROLLED VENTING.

10.4 PROTECT FRESHLY PLACED GROUT FROM PREMATURE DRYING AND .

EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH

MANUFACTURER'S REQUIREMENTS FOR COLD-WEATHER AND

HOT-WEATHER PROTECTION DURING CURING.

I BY USERNM1E: G2ecdjem

I

NOTES:

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

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

STRUCTURAL LEGEND:

1. MATERIAL PATTERNS SHALL BE AS SHOWN BELOW:

m DEMOLITION OF CONCRETE

i. DENOTES EXISTING CONCRETE

BJ!}~l DENOTES NEW CONCRETE

DENOTES STEEL AND OTHER METALS

ti/'.}J DENOTES GROUT

TABLE 1 - CONCRETE COVER

CONCRETE SECTION

UNFORMED SURFACES IN CONTACT WITH FOUNDATION

FORMED AND SCREEDED SURFACES EQUAL TO OR

GREATER THAN 24 INCHES IN THICKNESS;

#4 TO #11 BARS

FORMED AND SCREEDED SURFACES .GREATER THAN

12· AND LESS THAN 24" IN THICKNESS:

#4 TO #11 BARS

FORMED AND SCREEDED SURFACES EQUAL TO OR

LESS THAN 12 INCHES IN THICKNESS:

#4 TO #6 BARS

#7 TO #9 BARS

TABLE 2

MINIMUM CLEAR

COVER UNO,

INCHES

AC! 318-11 EQUATION 12-1

MINIMUM SPLICE AND DEVELOPMENT LENGTHS (JNCHESJ

MIX DESIGN 1 (f'c = 4500 PSI l

BAR SIZE TOP· BARS OTHER BARS

NUMBER DEVELOPMENT DEVELOPMENT

LENGTH LENGTH

TOP BAR

SPLICE

LENGTH

OTHER BARS

SPLICE

LENGTH

MINIMUM

HOOK

EMBED ME NT

LENGTH

3 12 12 14 12 4 14 12 19 14 5 1B 14 23 18 6 21 17 28 21 7 34 26 44 34 8 44 34 57 44 9 56 43 73 56

10 71 55 92 71 11 87 67 113 87

TABLE 2 IS GENERATED BASED ON EQUATION 12·1, SECTION 12.2,3 IN ACI 318·11.

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

COVER.

FOR CLASS B TENSION LAP SPLICES, NORMAL WEIGHT CONCRETE,

COMPRESSIVE STRENGTH OF 4500 PSI, AND YIELD STRESS OF

60,000 PSI.

I SHEET NAME: S-001

US Army Corps of Engineers~

PORTWW DISTRICT

SHEET

S-001

A

DRAWING PLOT SIZE: ANSI D

EXIST NORTH FISH

LADDER WEIR 246

EXIST NORTH SHORE

FISH LADDER VISITORS

BUILDING

ISOMETRIC - PIT TAG ANNTENNA INSTALLATION ARRANGEMENT

DATE AND TIME PLOTIED: 911912016 5:04:55 PM

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

NOTTO SCALE

BY USERNAME: G2eodjem

NOTES:

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.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

ANTENNA INSTALLATION NOTES.

5.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

GRID NORTH SEE INFORMATIONAL DRAWINGS

6.) HANDRAIL SHOWN ONLY IN VICINITY OF TRANSCEIVER

PANELS WHERE IT WILL BE USED FOR SUPPORT.

7.) ALL WEIR AND ORIFICE ANTENNAS ARE GOVERNMENT

FURNISHED EQUIPMENT. SEE INFORMATIONAL DRAWINGS

FROM PACIFIC STATES MARINE FISHERIES COMMISSION.

SHEET NAME: SN001

US Army Corps of Engineers' PoRTlAND DISTRICT i

SHEET

IDENTIFICATION

SN001

B

A

DRAWING PLOT SIZE: ANSI D

NAVLOCK

BLOCl<No.21

5:

...J

Q lL ct'. w fl n

A n n v

I

L L

=> r

NAVLOCK

BLOCl<No.19

CONTRACTION JOINT

I

3'-~"

TYPE II TRANSCEIVER~

PANEL SUPPORTS. TYP

(4) PLACES.

r---i I

L L (0

C1i ---- ·-·-·-·- -----·-· o::----r r f fl /T

CONTRACTION JOINT

I

....___- NAVLOCKCHAMBER-__-

71 II

II 11

11111111 n I i

:=> i

- fn:'.-·----- --------

T \

7'·3~" 12\slM

~SIM

NAVLOCK

BLOCKNo.17

Ill

EXIST NORTH

SHORE FISH

LADDER

VISITORS BLDG

J r r

NAVLOCK

BLOCl<No.15

WATER FLOW

*N . PLAN - PIT TAG ANTENNA LOCATION ARRANGEMENT w EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY 1" = 1Q' .. Q"

I DATE AND TIME PLOTTED: 9119/2016 5:10:32 Pf.I I I BY USERNM1E: G2ecdjom

I

NOTES:

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.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

ANTENNA INSTALLATION NOTES.

5.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

GRID NORTH SEE INFORMATIONAL DRAWINGS

6.) DIMENSIONS SHOWN ARE FROM LADDER CONTRACTION

JOINT TO ii. OF TRANSCEIVER PANEL.

NAVLOCK

BLOCl<No.13

10' SCALE: l "= 1 O'

0 10'

I SHEETNAME: SN101

US Army cofps of Engineers s PORTlANO DISTRICT

SHEET

SN101

B

A

EXIST SOUTH SHORE

FISH LADDER VISITORS

BUILDING

EXIST SOUTH FISH -"=-.-

LADDER SUPPORT

COLUMN AND

FOUNDATION (TYP)

DRAWING PLOT SIZE: ANSI D

FUTURE ANTENNA

ELECTRICAL SERVICE

BUILDING (NOT IN

THIS CONTRACT)

EXIST FINISHED GRADE

DATEANDTIMEPLOTIEO: 911912016 5:12:52PM

EXIST SOUTH FISH

LADDER STRUCTURE

EXISTING RAILING ON

OUTSIDE OF LADDER

TYPE I TRANSCEIVER

PANEL SUPPORTS

(2 THIS SIDE)

EXIST BRIDGE OVER

LADDER SHOWN FOR

REFERENCE ONLY.

AS-BUILT INFORMATION

IS NOT AVAILABLE

ISOMETRIC - PIT TAG ANTENNA LOCATION ARRANGEMENT

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

NOTTO SCALE

BY USERNN,\E: G2ocdjem

EXIST SOUTH FISH

LADDER WEIR 184

NOTES:

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.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

ANTENNA INSTALLATION NOTES,

5.) NORTH ARROW SHOW IS LOCK AND DAM CONSTRUCTION

GRID NORTH SEE INFORMATIONAL DRAWINGS

6.) HANDRAILS SHOWN ONLY IN VICINITY OF TRANSCEIVER

PANEL SUPPORTS,

7.) ALL WEIR AND ORIFICE ANTENNAS ARE GOVERNMENT

FURNISHED EQUIPMENT. SEE INFORMATIONAL DRAWINGS

FROM PACIFIC STATES MARINE FISHERIES COMMISSION.

WEIR CREST ANTENNA

SEE NOTE No,7 (TYP)

WEIR ORIFICE ANTENNA

SEE NOTE No.7 (TYP)

TYPE I TRANSCEIVER

PANEL SUPPORT

(2 THIS SIDE)

SHEET NAME: ssoot

WEIR CREST ANTENNA

SEE NOTE No.7 (TYP)

WEIR ORIFICE ANTENNA

SEE NOTE No.7 (TYP)

US Army Corps or Englneerse PoRTW-10 DISTRICT

SHEET

SS001

B

A

I wet:

O-u: ~ (/) lL :Jo

5' O"

REF REF

1------ --------·------ ·f------- --------ct: ct: ct:

l/j//;I I; i///I

WATER FLOW

RAMP SLOPE

FUTURE ANTENNA ----...

ELECTRICAL SERVICE °""-..

BUILDING, SEE NOTE

No.7 ON THIS SHEET.

I

60'·0" (REF)

LADDER SECTION 6

EXIST LOWER

SEGMENT OF FISH

LADDER (FS) (REF)

EXIST WALKWAY

TOC EL 185'-0"

f

>-EXIST OVERHEAD

SEGMENT OF FISH

LADDER SUPPORT

COLUMN (TYP)

I

5' 011

REF

10'-0"

REF

I

TYPEI~~

TYP ~ U':~i r!./ lLi :::>O, 11//.j,/I 1///1//1

I

10' .. 011

REF

PLAN - PIT TAG ANTENNA LOCATION ARRANGEMENT

DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 9/21/2016 11:26:47 M1

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

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

BY USERNMIE: G2ecdjem

I i r-.

I i i

10' 4"(+/·)

REF

i i i -i i i i i i i i i i i i i i i

NOTES:

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.) SEE SHEET SS502 FOR WEIR DEMOLITION AND

ANTENNA INSTALLATION NOTES.

5.) NORTH ARROW SHOW IS LOCK AND DAM CONSTRUCTION

GRID NORTH SEE INFORMATIONAL DRAWINGS

6.) HANDRAILS SHOWN ONLY IN VICINITY OF TRANSCEIVER

PANELS.

7.) ANTENNA ELECTRICAL SERVICE BUILDING NOT IN THIS

CONTRACT.

SCALE: o/i5"~ 1 '-0" 12"0 5' 10'

(,JI I I 1 I I

SHEET NAME: 88101

US Army Corps of Engineers$

PORTIANO DISTRICT

SHEET

SS101

A

FISH

LADDER

FISH LADDER

6"

REF

RESTING POOL WALL;

GRIND THIS FACE TO

FIT ANTENNA IF

NECESSARY

NON-OVERFLOW WEIR

8"

2"CLR

REF

oc ..Ju.. ow 1'I oc

OVERFLOW WEIR

PLAN - TYPICAL WEIR DEMOLITION (8 PLACES)

SCALE: 1" = 1 '-0"

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

REF

NON-OVERFLOW WEIR

SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

REINFORCEMENT SHOWN FOR INFORMATION ONLY

WEIR IS SYMETRICAL ABOUT CENTERLINE OF LADDER

I I I I I

!l

611 6"

REF REF

: \ I l ' ......... J ........ / I I

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

REF

DASHED LINES INDICATE

EXIST REBAR TO BE

REMOVED BY CUT

-------------- ' I I I I

: EXIST WEIR l

! ORIFICE (TYP) !

I I i I I

I I I I -------- -------- _______ _J _____ L ___ -- ---4---,__--+!--- -- -------- ----------- ______________________________________ ]- ---t _________ L L __ -------------------------

MIDDLE ORIFICE

COVERED BY PLATE;

NO MODIFICATIONS TO

THIS PORTION OF WEIR

A ELEVATION - TYPICAL WEIR DEMOLITION (8 PLACES)

SCALE: 1" = 1 '-0" SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

REINFORCEMENT SHOWN FOR INFORMATION ONLY

WEIR IS SYMETRICAL ABOUT CENTERLINE OF LADDER

' ~ co 0

DRILL REBAR 1" DEEP AND

PACI< WITH GROUT

s DETAIL OF CUT REBAR END

SCALE: 3" = 1 '-0" REQ'D ONLY AT RESTING POOL

WALL; OTHER BARS WILL BE

COVERED BY GROUT LAYER

UNDER ANTENNA

WATER FLOW

CONCRETE TO

BE REMOVED

BARS SHOWN ARE THE

HOOKED BARS IN THE

NON-OVERFLOW PORTION

OF THE LADDER WEIR.

CONCRETE TO

BE REMOVED

11-0''

NOTES:

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 LOCI< 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.

2"CLR

REF

SCALE: 1 "= l '-0"

12" 6" 0 1' EB SECTION LOOKING THRU WEIR

- SCALE: 1" = 1 '-0"

NOTE: REINFORCEMENT SHOWN FOR

INFORMATION ONLY

11111.!1111.! I

SCALE: 3"= 1 '-0"

3t1 511 12"

US Army Corps of Englneers 4

PORTI.AND DISTRICT

SHEET

SS501

B

A

ALL DIMENSIONS ARE

FROM THE D/S EDGE

OF THE ORIFICE, AND

ARE SYMMETRICAL

ABOUT ORIFICE rt

I

CONCRETE TO

BE REMOVED

FROM INVERT

I _,,,. OF LADDER

I ONLY

:1r ~1r tr--:p.~~:~.:,~~~·~-*r~-~~-~~~~~·~A//~tl>1tl l'i.'°XY)( ~')("'\o!'ltY'l-

I

I 4 .. 4 .. '_} 32 16 . ~~ .. 4 ..

16 16 cf ORIFICE

WATER FLOW

K:> AFTER CUTS ARE Av

MADE ALL AROUND, ---~ ~-~-

BREAK OUT [LADDER INVERT

CONCRETE AND CHIP~~ BOTTOM TO

PARALLEL WITH

LADDER INVERT

er~;~;.~~~- THRU ORIFICE DEMO

S%~ .

SS502

I

I

ONCE GROUT HAS

CURED, PLACE

ANTENNAAND

MATCH DRILL FOR

ANCHORS; USE

CAULK COMPOUND

AT GAPS AROUND

ANTENNA BASE.

PLACE GROUT LAYER

TO SMOOTH BOTTOM

OF BLOCKOUT AND

BRING ANTENNA

BASE TO FLUSH WITH

FLOOR OF INVERT

(APPROX i": FIELD

.J

Q lL Cl'. w

I i

I r I rt ORIFICE

WATER FLOW

J v

VERIFY DIMENSION)

~I~ ~------~~l~ ~~~~-1 ~~\c.

Et~;,;;.~~·~· THRU ORIFICE INSTALL

SS502

SS503

r

I

I

NOTES:

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.) PROCEDURES BELOW HAVE BEEN DEVELOPED TO

ENSURE THAT A.) ALUMINUM SHIELD AROUND

OVERFLOW ANTENNA IS NOT ELECTRICALLY

CONNECTED TO REINFORCEMENT; B.) THAT ALL

SURFACES ARE SMOOTH AND AS CLOSE TO ORIGINAL

LINEA$ POSSIBLE TO AVOID INJURING FISH OR

CHANGING HYDRAULICS, CONTRACTOR IS INVITED TO

PROPOSE FOR APPROVAL ALTERNATE PROCEDURES

THAT MEET THESE ENDS.

DEMOLITION NOTES:

OVERFLOW ANTENNAS:

1.) FIELD VERIFY DIMENSIONS OF EACH WEIR AND

CORRESPONDING ANTENNA.

2.) FIELD VERIFY THE HEIGHT OF THE EXISTING

OVERFLOW WEIRS BEFORE BEGINNING DEMOLITION.

ON THE UPSTREAM SIDE OF THE WEIR, MEASURE THE

DISTANCE FROM THE FISH LADDER FLOOR TO THE

TOP OF THE OVERFLOW WEIR IN THREE LOCATIONS;

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

LEFT SIDE OF WEIR RECORD AND TABULATE ALL

MEASUREMENTS AND SUBMIT TO THE GOVERNMENT

FOR INFORMATIONAL PURPOSES.

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

WEIR MUST BE LEVEL IN BOTH DIRECTIONS.

4.) IF OVERFLOW IS NARROWER THAN ANTENNA, GRIND

CONCRETE FROM RESTING POOL WALL UNTIL

ANTENNA WILL CLEAR. THIS GRIND MUST BE

VERTICAL AND PERPENDICULAR TO THE U/S FACE OF

WEIR.

5.) DRILL OUT HORIZONTAL REINFORCEMENT ALONG TOP

OF OVERFLOW EXPOSED ON RESTING POOL WALL TO

A DEPTH OF 2 INCHES AND PACK WITH GROUT.

ORIFICE ANTENNAS:

1.) FIELD VERIFY DIMENSIONS OF ANTENNA BASE.

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

CONCRETE MUST NOT BE MORE THAN t INCH LARGER

THAN BASE IN ANY PLAN DIMENSION TO FACILITATE

CAULKING DURING INSTALLATION. DEPTH MUST BE AT

LEASTi INCH GREATER THAN DEPTH OF ANTENNA

BASE.

I

INSTALLATION NOTES:

OVERFLOW ANTENNA:

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

CLEARS ALL AROUND AND FITS WITH MINIMUM CLEARANCE

ON WIDTH.

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

A.) IF OVERFLOW IS TOO NARROW, REMOVE

MATERIAL FROM VERTICAL WALL OF RESTING POOL UNTIL

DRILL GUIDE JUST CLEARS. (SEE SS501)

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

RESTING POOL SIDE OF DRILL GUIDE FLUSH SO ALL

CLEARANCE IS AT OUTSIDE WALL.

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

7 INCHES BELOW TOP OF WEIR RECORDED BEFORE

DEMOLITION.

4.) MATCH DRILL HOLES FOR ANCHORS.

6.) HOLES HAVE BEEN LOCATED TO MISS ASSUMED

REINFORCEMENT LOCATIONS FROM ORIGINAL

CONSTRUCTION DRAWINGS. VERIFY THAT NO HOLE HAS

PENETRATED REINFORCEMENT; IF ANCHOR WILL BE IN

CONTACT WITH REINFORCEMENT, ABANDON HOLE AND

DRILL NEW HOLE 1-! INCH AWAY AFTER INSTALLATION OF

ANTENNA. NEGLECTING TO DO THIS MAY RESULT IN

FAILURE OF ANTENNA SYSTEM. REPAIR OR REPLACEMENT

WILL BE AT CONTRACTOR'S EXPENSE.

6.) REMOVE DRILL GUIDE AND INSTALL ANCHORS IAW

MANUFACTURER'S INSTRUCTIONS.

7.) COAT INSIDE OF ANTENNA SHIELD WITH BOND BREAKING

COMPOUND TO FACILITATE LATER REMOVAL FOR

MAINTENANCE.

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

NARROWER THAN OVERFLOW, ADJUST ANTENNA FLEX

PLATE AS NECESSARY TO FIT IAW ANTENNA INSTRUCTIONS.

9.) INJECT GROUT UNDER ANTENNA THRU HOLES PROVIDED;·

STRIKE OFF GROUT FLUSH WITH ANTENNA SHIELD AND

GIVE HOLES STEEL TROWEL FINISH.

10.)VERIFY ALL SURFACES THAT FISH MAY CONTACT ARE

SMOOTH TO THE TOUCH.

. ORIFICE ANTENNA:

I

1.) VERIFY REQUIRED THICKNESS OF GROUT TO BRING

ANTENNA BASE TO FLUSH WITH INVERT USING DRILL GUIDE.

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

INVERT IS FLUSH WITH DRILL GUIDE AND THAT GUIDE DOES

NOT ROCK ON UNEVEN SURFACES.

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

ANCHORS IAW MANUFACTURER'S INSTRUCTIONS.

4.) PLACE ANTENNA AND SECURE WITH BOLTS.

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

ADHESIVE SEALANT FAST CURE 4000 UV WHITE, PN06580,

OR APPROVED EQUAL

SCALE: 3"= l '-0" ? r 6" • 1r '--'~~----'---'--'---'---_J

SCALE: 1 W= 1 '-0"

12" 9" 6" 3" 0 1' !,,!,,!11!11! I I I I

US Army Co1ps of Engineers~

PORTI.ANO DISTRICT

SHEET

SS502

B

A v v i

~FISH

c:"":J :9

LADDER ~ " u.

Q

<I> Cl'.

I I

~ I I

---' I I -1 5 I , ' I

NON-OVERFLOW WEIR

:Jk:) . - - -- - -- I

-------( r- -- ---- 'I

' II

,r

'\. • - • / OVERFLOW ANTENNA (TYP.)

<b. 4 v v

PLAN - TYPICAL LADDER WEIR INSTALLATION (8 PLACES)

SCALE: l" = 1'-0"

NON-OVERFLOW WEIR

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I

. SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

WEIR IS SYMETRICALABOUT CENTERLINE OF LADDER

RED HEAD MULTI-SET 11112" SS104 ANCHORS

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

HEX DRIVE FLAT SCREWS. (TYP)

21 PLACES ON OVERFLOW ANTENNA,

12 PLACES ON OUTSIDE WALL SHIELD

17 PLACES ON ORIFICE ANTENNA

VENT HOLES FOR GROUT (TYP.)

OVERFLOW ANTENNA

(SEE NOTE No.6)

ORIFICE ANTENNA

(SEE NOTE No.6)

I I I t-- --------------------------------------{::::: .. :::.-J-------+f+~---+----l+l-I i __ --------------------------------------J L ______ _

A ELEVATION LOOKING UPSTREAM

SCALE: 1" = 1 '-0" SOUTH SHORE LADDER SHOWN, NORTH LADDER SIMILAR

WEIR IS SYMETRICAL ABOUT CENTERLINE OF LADDER

v

_J

THIS SHIELD AND

ANTENNA BODY WILL BE

FLUSH AGAINST RESTING

POOL WALL AFTER

INSTALLATION.

ADJUSTMENT TO

ANTENNA LENGTH WILL

BE IN FLEX PLATE (SEE

ELEV. A AND NOTE No.6)

DRILL HOLES

FOR CONDUIT

AS NEEDED

FLEX PLATE FOR LENGTH ADJUSTMENT

WATER FLOW

NOTES:

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.) SEE SHEET SS103 FOR INSTALLATION NOTES AND SEQUENCE.

6.) ALL WEIR AND ORIFICE ANTENNAS ARE GOVERNMENT

FURNISHED EQUIPMENT. SEE INFORMATIONAL DRAWINGS

FROM PACIFIC STATES MARINE FISHERIES COMMISSION.

GROUT UNDER ANTENNA AFTER

INSTALLATION WITH EPOXY TYPE

GROUT.

US Army Corps of Engfneersc PORTl.AND DISTRICT

SHEET

IDENTIFICATION

88503

B

A

ATTACH SUPERSTRUTW/

~"BOLTS AND CHANNEL

NUTS PER MFR

INSTRUCTIONS (TYP)

SUPERSTRUT

A-1200-HS_SS

WATER FLOW

CJP

LOCATE AND ATTACH

CAPACITOR ENCLOSURE

SUPERSTRUT SUPPORTS

AT INSTALLATION. MATCH

DRILL WITH HSS FOR

112"-UNC HEX HEAD

STAINLESS STEEL BOLTS

WITH FLAT WASHER AND

HEX NUT. (2) AT EACH

SUPERSTRUT SPPORT.

SEE ELECTRICAL SHEETS

~~~~~'! FISH~

SIDE - TYPE II SUPPORT

SCALE: 1" = 1 '-0" SEE NOTES No.5 AND No.6

' T""~CO ..

· '~· 2"

ATTACH PANELS

ACCORDING TO

ELECTRICAL SHEETS

CJP

2"x1~"x11 GA

ASTMA554

STAINLESS

STEEL TUBE

;\"U-BOLT

FOR2"0

STD PIPE

(TYP)

o/ ~· 4

J w 1-- 0 z w w ' T""clJ'>t

~\N '<j"

~JJCO _,

~ z w w

.1~ 2"

ATTACH PANELS

ACCORDING TO

ELECTRICAL SHEETS

o'. w 0 o'. 0 :) w

IL 0

0 :)

w IL D 0 (ij w

2"x 1;l"x11 GA ~ (ij

ASTMA554 0 ~ STAINLESS z :::> STEEL TUBE w 0

:I: (/) 1-- w z

~ 0 ...J z w 0 z ...J ti: w z :I: Ci:

~ !Q

:l @) :::>

@)ii: (i) w ~ n::

0 ~ .,..:.!,N(f)

'1lr"' lo

B D/S SUPPORT LEG

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

No.5AND6 o'. w D

IL

w D (ij z td ~ a.

Ii b lo

114" PLATE

1/8

CUTU-BOLT

AS NEEDED

TO ATTACH

BOX. ONE

THREAD MUST

EXTEND

BEYOND FACE

OF NUT.

It---__ !rt---.---.. r _____ ,,.,___,__ ii I

II I

II I

II I

II I

II I

II I

II I

t'"~

;}"U-BOLT

FOR2"0

STD. PIPE.

(TYP)

CD~:~?.=~!? ET Al L

NOTE: TYPE I ONLY

WATER FLOW

SUPERSTRUT

.--J---ll-lt------:/-A-1200-HS_ss ffi Bl

D D

'.:? 0 ..

EXISTING HANDRAIL

W STD PIPE (TYP)

1L [ E:, Ii:' Ii:' w e;, w e;, .,..:.!,'<l"

.,..:cb"' ·'

NOTES:

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

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

PLACES AT NORTH SHORE FISH LADDER ONLY. SEE SHEETS

SS101 AND SN101.

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

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

ON THE LEFT SIDE OF THE CHANNEL ARE OPPOSITE HAND.

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

TYPE II SUPPORTS. SEE NOTE No.5, 7.) EXPANDED METAL PANELS BETWEEN HANDRAILS NOT SHOWN.

8.) THE SUPPORTS HAVE BEEN DESIGNED TO ACCEPT SUNSHADES

OVER PANELS. THESE SHADES ARE IN ANOTHER CONTRACT

AND ARE NOT SHOWN HERE.

9.) ALL METAL FABRICATIONS AND HARDWARE SHOWN ON THIS

SHEET ARE TYPE 304 STAINLESS STEEL.

10.) ADJUST SPACING BETWEEN HOLES FOR U-BOL TS ACCORDING

TO SPECIFIC MFR PRODUCT SELECTED.

.YB

) LOCATE AND ATTACH CAPACITOR

ENCLOSURE SUPPORTS AT

INSTALLATION SEE ELECTRICAL

SHEETS

SCALE: 6"= l '-0" 0 1" 2" 3"

SCALE: 1 W= 1 '-0"

1211 9" 611 311 0

1 .. 1 .. 1 .. 1 .. 1

SCALE: 1 "= 1 '-0"

12" 6' 0 1' l11t11!1111d I

6"

1' I

Us Army Corps of Englneersl!l

PORTLAND DISTRICT

SHEET

88504

G

B

A

-H-

-E-

-K-

DRAWING PLOT SIZE: ANSI D

GRAPHIC SYMBOLS

ELEVATION/SECTION REFERENCE

TOP LETTER INDICATES ELEVATION/SECTION

BOTTOM NO. INDICATES SHEET REFERENCED

DETAIL REFERENCE

TOP NO. INDICATES DETAIL

BOTTOM NO, INDICATES SHEET REFERENCED

CIRCUIT BREAKER

XXXA CURRENT RATING NOTED

OR MOTOR CIRCUIT PROTECTOR

XX/M MAG ONLY RATING SHOWN

LSI ELECTRONIC TRIP BREAKER

I

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

LSIG ELECTRONIC TRIP BREAKER

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

G-GROUNT FAULn

ELECTRICALLY-OPERATED, DRAWOUT TYPE,

METAL-CLAD CIRCUIT BREAKER

ELECTRICALLY-OPERA TED, DRAWOUT TYPE,

METAL ENCLOSED AIR CIRCUIT, NUMBER

INDICATES TRIP RATING IN AMPERES

MOLDED-CASE CIRCUIT BREAKER, NUMBER

INDICATES TRIP RATING IN AMPERES.

2P INDICATES 2-POLE

3P INDICATES 3-POLE

DISCONNECT SWITCH

VOLTAGE OR CONTROL TRANSFORMER

POWER TRANSFORMER (ONE LINE DIAGRAM)

#INDICATES KVA RATING

OVERLOAD RELAY

FUSE

CONTACTS (NC)} IN DE-ENERGIZED POSITION

OR WHEN QUANTITIES TO

CONTACTS (NO) WHICH THEY RESPOND ARE

OF THE LOWEST VALUE

PUSH TO TEST INDICATING LIGHT

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

Y=YELLOW, B"'BLUE, ETC.)

MOTOR

#INDICATES APPROX HP RATING

CONNECTION TO GROUND BUS

INTERLOCK (ELECTRICAL)

INTERLOCK (MECHANICAL OR KEY)

JUNCTION BOX

480V RECEPTACLE

240V RECEPTACLE

125V, 20A DUPLEX RECEPTACLE

l 25V, 20A DUPLEX RECEPTACLE (CEILING BOX)

SINGLE-POLE, SINGLE-THROW (SPsn SWITCH

SINGLE POLE SNAP SWITCH, 12SV, 20A

3-WAY SNAP SWITCH, 125V, 20A

NEW POWER CIRCUIT IDENTIFICATION

PER SCHEDULE

NEW CONTROL CIRCUIT IDENTIFICATION

PER SCHEDULE

NEW MATERIAL IDENTIFICATION

PER LIST

TRANSIENT SUPPRESSOR

NON-FUSED HP RATED DISCONNECT SWITCH

FUSED HP RATED DISCONNECT SWITCH

COMBINATION MOTOR STARTER

(NUMBER INDICATES NEMA SIZE RATING)

MANUAL MOTOR STARTER

VFD

INTEGRAL MOTOR STARTER

o.l.D

_l_ 0 0

GRAPHIC SYMBOLS (CONT.)

TEMPERATURE SWITCH

(N.O., CLOSES ON DROPPING TEMPERATURE)

LIMIT SWITCH (N.C.)

LIMIT SWITCH (N.O.)

N.C. PUSH BUTTON

N.O. PUSH BUTTON

3-POLE DISCONNECT SWITCH,

EXTERNALLY OPERATED

(NUMBER INDICATES AMP RATING)

DISCONNECTING DEVICE

(BUS STAB, PLUG/RECEPT, ETC.)

SAMPLE DEVICE FUNCTIONS

@ CONTROL RELAY

@ AC CONTACTOR

EXAMPLES

-'- OLX OR foL\ T \V

¢42-1 OR®

SUFFIX X INDICATES ASSOCIATED

AUXILIARY RELAY.

SUFFIX USED FOR IDENTIFICATION.

CONDUIT EXPOSED

I o--

CONDUIT EMBEDDED IN FLOOR OR WALL

CONDUIT TURNING TOWARD OBSERVER.

CONDUIT TURNING AWAY FROM OBSERVER.

EMBEDDED GROUND CONDUCTOR

(SIZE AS INDICATED).

o. J,11- - - - GROUND INSERT IN FLOOR

[---- CONDUIT CAPPED OFF

CONDUIT AND CABLE l.D.

- ALUMINUM OR BRASS MARKER PLATE

3.5" LX 0.53" H WITH l /4 "(MIN.)

ENGRAVED LETTERING

hoNDUIT l.D AND SIZE

(SEE NOMENCLATURE, THIS SHEET)

SECURE TO CONDUIT WITH EITHER

ALUMINUM OR NYLON STRAPS

EXPOSED CONDUITS

-VINYL (SELF-LAMINATING) TAG

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

LETTERING. SECURE TO CABLE WITH

NYLON STRAPS

\CIRCUIT l.D.

\(SEE NOMENCLATURE, THIS SHEET)

SUA-Q1 -CQA3 11tl ~ 3#1 /?' 1#8 EGC w n

!NUMBER & SIZE OF CONDUCTORS

OR CABLE

MUTLl-CONDUCTOR CABLES AND BUNDLES

(WITHIN BOXES, ENCLOSURES, AND PANELS)

I DATEANDTIMEPLOTTED: 9121/2016 9:16:06AM t

NOMENCLATURE

A. TERMINAL EQUIPMENT

L -LOCK

F - FISH RELATED

D - NON-OVERFLOW DAM

1. SWITCHBOARDS AND SWITCHGEAR

LCQ -480V SWITCHGEAR (NAY LOCK)

SU - 480V SWITCHBOARD ~MAIN UNITS)

SUA -480V SWITCHBOARD FISHWATER UNITS)

SJ -13.BkV SWITCHGEAR STATION SERVICE)

2. LOAD CENTERS

DCRl -480V DAM LIGHTING)

CQ - 480V !POWERHOUSE)

DQ - 480V NON-OVERFLOW DAM)

FCQ - 480V FISH RELATED)

SQ - 480V SUBSTATION (POWERHOUSE)

3. APPARATUS

B - BATTERY

CT - CURRENT TRANSFORMER

)OR - REMOTE PLC INPUT/OUTPUT RACK

L - LIGHTING

M - MOTOR

MCC - MOTOR CONTROL CENTER

T - TRANSFORMER (POWER)

TR - TRANSFORMER (LIGHTING)

X - BREAKER (ADD VOLTAGE LETTER)

Z - DISC. SWITCH (ADD VOLTAGE LETTER)

B. MODIFYING TERMS FOR TERMINAL EQUIPMENT

1. AS AN AID TO FURTHER IDENTIFICATION OF

VOLTAGE CLASS AND LOCATION OF THE

EQUIPMENT, THE FOLLOWING ARE APPLIED TO

SEPARATELY MOUNTED BREAKERS, DISCONNECT

ING MOUNTED BREAKERS, DISCONNECTING

SWITCHES, CURRENT TRANSFORMER AND

VOLTAGE TRANSFORMERS.

J - 13.8kV P - SkV Q -480V R - 120/240 (120/208) .

N - NEUTRAL (I.e. GNl ,TNl)

2. SERVICE CODE OR VOLTAGE CLASS

c - CONTROL CIRCUITS d - 0-48V AC/DC f - FIBER OPTIC CIRCUITS J - POWER CIRCUIT, 13.8kVAC p - POWER CIRCUIT, 4160VAC q - POWER CIRCUIT, 480VAC r - POWER CIRCUIT (120/240 OR 120/208 VAC) s - SPARE CONDUIT tn - LOCAL AREA NETWORK (LAN) CIRCUITS tt - TELEPHONE/PBX CIRCUITS, COMM CIRCUITS T1 - DEDICATED Tl CIRCUITS

U - ALARM CIRCUITS, ANNUNCIATOR CIRCUITS,

AND OTHER LOW-LEVEL SIGNAL CIRCUITS.

C. CIRCUIT AND ROUTING IDENTIFICATION

1. ELECTRICAL CIRCUITS AND CONDUITS ARE

IDENTIFIED AS FOLLOWS:

A. BETWEEN MAJOR ITEMS OF EQUIPMENT,

A THREE PART NUMBER IS USED.

START OF RUN -------- ,-ENO OF RUN

DQl-ql-MTSl ~~~m~ gm5oR __; '-crncun NUMBER

B. A TWO-PART NUMBER IS USED FOR MOST

LIGHTING AND SOME POWER DISTRIBUTION

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

C. CONTROL CIRCUIT NUMBERS CORRESPOND TO

THE NUMBER OF THE CONTROLLED POWER

CIRCUIT; e.g. CQA3-cl WOULD CONTROL CQA3-ql.

D, CONDUIT NUMBERS ARE GENERALLY IDENTICAL

TO THE CIRCUIT CONTAINED WITHIN THE

CONDUIT.

E. CIRCUITS TO DEVICES FORMING AN INTEGRAL

PART OF TERMINAL EQUIPMENT RECEIVE THE

TERMINAL EQUIPMENT DESIGNATION (e.g. THE

CIRCUIT TO CT'S IN CIRCUIT BREAKER XJ 1

COULD BE DESIGNATED SU1-q1-XJ1). CIRCUITS

TO SEPARATELY MOUNTED DEVICES RECEIVE

THE DESIGNATION ASSIGNED TO THE DEVICE

(I.e. CQ24-ql-4C1 IS A CIRCUIT GOING TO TRANS. OIL PUMP 4Cl ).

2. MULTI-CONDUCTOR CABLES ARE IDENTIFIED

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

THREE-CONDUCTOR CABLE WHILE A NUMERAL

3 INDICATES THREE CONDUCTORS.

D. FIBER OPTIC CABLE IDENTIFICATION

Pfl -4/f-M[XX ORIGIN__JJ LDEST!NATION 1xx =#OF

THE PANELi

NO. OF FIBERS MODE (SM FOR SINGLE MODE•

MM FOR MULTI -MODE I

I

A

AF

AFF

AFG

AIC

AIR

AL

AT

ATS

AWG

BCG

BK

c

CB

CKT

CGB

CL

CPT

CPU

cs

CT

CV

DIV

DIS

ECC

EF

EL

EM

EXST

F,FU

FCB

FDR

FDX

FLR

FLUOR

F/O

FVNR

FVR

G/GND

GALV

GFCI

GFCIP

GFE

GI

HDX

HH

HID

HTR

IG

INCAND

INST

J/JB

L

LC

LT-FLEX

LTG.

LR

L/R

LSI

M/MTR

MCB

MCC

MCP

MD

MH

MLO

MM

MS

MPC

MTS

N

NA

NC

NO

NP

OL

PART

PB

PC

PDB

PH

PIT

PNL

PR

PS

PTT

PVC

RCPT

REF

RGS

RN

SA

SF

SM

S/N

SPD

SPDT

SPST

SS

TB

TC

TR

TYP

UG

UH

UIS

UPS

v

VFD

VM

vs w

WP

WT

'ftvR

XFMR

ELECTRICAL ABBREVIATIONS

~~~ru~~· ~~~~ii.ME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMPERE INTERRUPTING CAPACITY

AMPERE INTERRUPTING RATING

ALUMINUM

AMPERE TRIP

AUTOMATIC TRANSFER SWITCH

AMERICAN WIRE GAUGE

BARE COPPER GROUND

BRAKE

~~EW~R~~~~

CIRCUIT

CABLE GLAND BUSHING

CURRENT LIMITING

CONTROL POWER XFMR

CENTRAL PROCESSING UNIT

COUNTING STATION

CABLE TRAY I CURRENT TRANSFORMER

CABLE VAULT

DIVISION

DOWNSTREAM

EQUIPMENT GROUNDING CONDUCTOR

EXHAUST FAN

ELEVATION

EMERGENCY

EXISTING

FUSE

FEEDER CIRCUIT BREAKER

FEEDER

FULL-DUPLEX

FLOOR

FLUORESCENT LIGHTING

FIBER OPTIC

FULL VOLTAGE NON-REVERSING

FULL VOLTAGE REVERSING

GROUND

GALVANIZED

GROUND FAULT CIRCUIT INTERRUPTER

GFCI PROTECTED

GOV'T FURNISHED EQUIPMENT

GROUND INSERT

HALF-DUPLEX

HAND HOLE

HIGH INTENSITY DISCHARGE

HEATER

ISOLATED GROUND

INCANDESCENT

INSTANTANEOUS

JUNCTION BOX

LOWER

LIGHT CONTACTOR

LIQUID TIGHT FLEX CONDUIT

LIGHTING

LATCHING RELAY

LOCAL/REMOTE

LONG-TIME, SHORT-TIME, INSTANTANEOUS

MOTOR

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

MOTION DETECTOR

~~~Hmu OMNEi1AL HALIDE

MULTI MODE (FIBER)

MOTOR STARTER

MINI-POWER CENTER (XFMR AND PNL)

MANUAL TRANSFER SWITCH

NEUTRAL

N8~M~~[$~tJ~Ib NON-APPLICABLE

NORMALLY OPEN

NAMEPLATE

OPEN

OVERLOAD RELAY

PARTIAL

PULL BOX

PHOTOCELL

POWER DISTRIBUTION BLOCK

PHASE

PASSIVE INTEGRATED TRANSPONDER

PANEL

PAIR

PRESSURE SWITCH

PUSH TO TEST

POLYVINYL CHLORIDE CONDUIT

QUARTZ LIGHTING

RAISE

RECEPTACLE

REFERENCE INFORMATION

RIGID GALVANIZED STEEL CONDUIT

RUN

SURGE ARRESTOR

SUPPLY FAN

SINGLE MODE (FIBER)

SOLID NEUTRAL

SURGE PROTECTION DEVICE

SINGLE-POLE DOUBLE-THROW

SINGLE-POLE SINGLE-THROW

STAINLESS STEEL/ SOFT STARTER

TERMINAL BLOCK .

TERMINAL CABINET

TRIAD

TYPICAL

UNDERGROUND

UNIT HEATER

UPSTREAM

UNINTERRUPTIBLE POWER SUPPLY

VOLTS

VARIABLE FREQUENCY DRIVE

VOLTMETER

VOLTMETER SWITCH

WATT

WEATHERPROOF

WATERTIGHT

WITH

TRANSCEIVER

TRANSFORMER

t BY USERNMIE: G2ecdtxlb

I

CONTROL ABBREVIATIONS

Al

AIR

~6M/AH

AUX

AWS

CP

CR

cs cu

CV

BP

DI

DNET

DTAP

DO

DPM

DS

DSA

DT

ETM

FC

FM

FU

FWS

FZ

HOA

HMI

HY

1/0 l~p

IR

LC

LE

LS

LT

MCR

ME

MIT

PA

PB

PBL

PC

PDT

Pl

PL

PLC

PRY

PRX

PS

PT

PTT

PWR

PY

REG

RIO

RLS

RVSS

S/N

SCADA

SCR

~~L/SV

STA

STP

T/XFMR

TbR

TE

Tl

TT

TVSS

UTP

vs

VT

ws

XMTR

vs

ZS

ZT

zv zz

ANALOG INPUT

AMPERE INTERRUPT RATING

ALARM/ANNUNCIATOR HORN

ANALOG OUTPUT

AUXILIARY

AUXILLARY WATER SUPPLY

CONTROL PANEL

CONTROL RELAY

CONTROL SWITCH

COPPER

CONTROL VALVE

BYPASS (CONTACTOR)

DISCREET INPUT

DEVICENET

DEVICENET TAP

DISCREET OUTPUT

DIGITAL POWER METER

DISCONNECT SWITCH

DEVICENET STARTER ASSEMBLY

DEVICENET TAP

ELAPSED TIME METER

FLOW CONTROLLER

FLOW METER

FUSE

FACILITY WATER SUPPLY

VALVE POSITION (FLOW)

HAND-OFF-AUTO

HUMAN MACHINE INTERFACE

HAND VALVE

INPUT/OUTPUT

CURRENT TO PRESSURE TRANSDUCER

CURRENT CONVERTER

INDUCTION RELAY

LEVEL CONTROLLER

LEVEL ELEMENT

LEVEL SWITCH

LEVEL TRANSMITTER

MASTER CONTROL RELAY

~~~ti~~ ~~~l81Vv11~8/tWfM~~/~T

PLANT AIR

PUSH BUTTON

~~~~o~~rg~M~18~~D

DIFFERENTIAL PRESSURE TRANSMITTER

PRESSURE INDICATOR

PILOT LIGHT

PROGRAMMABLE LOGIC CONTROLLER

PRESSURE REGULATING VALVE

PROXIMITY SWITCH

PRESSURE SWITCH

PRESSURE TRANSMITTER

PRESS TO TEST

POWER

PRESSURE CONVERTER

PRESSURE REGULATOR

~fNR~~ ~121T SWITCH

REDUCED VOLTAGE SOFT STARTER

SOLID NEUTRAL

SUPERVISORY CTRL & DATA ACQUISITION

SAFETY CONTROL RELAY

SOLENOID/SOLENOID VALVE

SELECTOR SWITCH

STATION (OPERATOR CNTRL)

SHIELDED TWISTED PAIR

TRANSFORMER

TIME DELAY RELAY

TEMPERATURE ELEMENT

TEMPERATURE INDICATOR

TEMPERATURE TRANSMITTER

TRANSIENT VOLTAGE SURGE SUPPRESSOR

UNSHIELDED TWISTED PAIR

VIBRATION SWITCH

VIBRATION TRANSMITTER

WEIGHT/TENSION SWITCH

TRANSMITTER

AUX ATS SWITCH

LIMIT SWITCH

POSITION TRANSMITTER

PNEUMATIC PISTON ACTUATOR

POSITIONING LINEAR ACTUATOR (ELEcn

GENERAL NOTES

1. THIS IS A TYPICAL SYMBOLS AND ABBREVIATIONS SHEET,

THEREFOR, SOME SYMBOLS AND ABBREVIATIONS MAY NOT

BE USED WITHIN THIS DRAWING SET.

2. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED

OTHERWISE.

t SHEET NAME: E--001

US Army Corps of Engineers<!

PORTl.AND DISTRICT

SHEET

E-001

B

A

DRAWING PLOT SIZE: ANSI D

SPILLWAY

SEE PLAN

I NORTH (WASHINGTON)

I- ADULT FISH LADDER

I I I

/"/ 1'/lil

If

/"° jf. l j 1 · 1 f I

1…