A.07.23_W9127N-17-B-0006_Advertise_Plans.pdf

BASELINE LAYOUT HORIZONTAL AND VERTICAL CONTROL.

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

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

3.) ALL SHEETS IN THE PLANS AND SPECIFICATIONS SET ARE INTENDED TO BE PRINTED IN COLOR

FIO DRAWING IS FOR REFERENCE ONLYDENOTES5

FIO DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGSDENOTES4

THE COMPLETION OF THIS CONTRACT

FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS ATDENOTES3

COMPLETION OF THIS CONTRACT

DRAWING SHALL BE UPDATED BY THE CONTRACTOR AT THEDENOTES2

FIO DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACTDENOTES1

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

1.) FIO DENOTES "FOR INFORMATION ONLY"

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PORTLAND DISTRICT

ABBREVIATIONS AND GENERAL NOTES

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

ABBREVIATIONS AND GENERAL NOTES

3. SEE SHEET SA001 FOR ARCHITECTURAL LEGEND, AND

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

1. SEE SHEET G-001 FOR DRAWING INDEX

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SYMBOL

IDENTIFICATION

DETAIL

APPEARS *

WHICH DETAIL

SHEET NUMBER ON

IT WAS TAKEN

THE SAME SHEET AS

DETAIL APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

WAS TAKEN *

WHERE DETAIL

SHEET NUMBER

WAS TAKEN *

NUMBER WHERE SECTION

SHEET IDENTIFICATION

APPEARS *

ON WHICH SECTION

SHEET IDENTIFICATION

SYMBOL

IDENTIFICATION

SECTION

WAS TAKEN

THE SAME SHEET AS IT

SECTION APPEARS ON

CHARACTER IS USED,

* WHEN A DASH, "-",

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

FOR DETAILS

NUMERIC VALUE

FOR SECTIONS

ALPHA VALUE

LEGEND:

FLF1.110zzzzzzzzzzz_G-3DXXXX.DGN

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

UNDERSCORE SYMBOL, "_"

DISCIPLINE (SEE LEGEND NOTE 7)

DASH SEPARATOR, "-" (REQUIRED)

MODEL FILE TYPE (3D OR 2D)

USE "X" FOR UNUSED SPACES)

USER DEFINED(4 CHARACTERS ONLY;

FILE EXTENSION

(11) CHARCTERS MAX. OMIT IF NOT USED

MODEL DESCRIPTION (USER DEFINED)

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(JD = JOHN DAY)

PROJECT CODE

GENERAL NOTES:

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

SHALL BE AS SHOWN BELOW:

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

SOUTH FISH LADDER STRUCTUREDENOTESS

NORTH FISH LADDER STRUCTUREDENOTESN

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

SHALL BE AS SHOWN BELOW:

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

SOUTH FISH LADDER STRUCTUREDENOTESS

NORTH FISH LADDER STRUCTUREDENOTESN

GENERAL FEATURESDENOTES-

SHALL BE AS SHOWN BELOW:

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

ELECTRICALDENOTESE

MECHANICALDENOTESM

STRUCTURALDENOTESS

LANDSCAPEDENOTESL

CIVILDENOTESC

ARCHITECTURALDENOTESA

GENERALDENOTESG

SHALL BE AS SHOWN BELOW:

7. ENGINEERING DISCIPLINE DESIGNATOR FOR SHEET IDENTIFICATION

3D VIEWSDENOTES9

USER DEFINEDDENOTES8

REINFORCEMENT (USER DEFINED)DENOTES7

SCHEDULES AND SCHEMATICSDENOTES6

DETAILSDENOTES5

ENLARGED VIEWSDENOTES4

SECTIONSDENOTES3

ELEVATIONSDENOTES2

PLANSDENOTES1

GENERALDENOTES0

SHOWN BELOW:

6. TYPE DESIGNATOR FOR SHEET IDENTIFICATION SHALL BE AS

SA302

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

TYPE DESIGNATOR (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

(SEE NOTES 8, 9, AND 10)

AREA FEATURE

DISCIPLINE (SEE NOTE 7)

JDF1.110_G-102XXX.DGN

UNDERSCORE SYMBOL, "_"

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(JD = JOHN DAY)

PROJECT CODE

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

DISCIPLINE (SEE NOTE 7)

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

SHEET TYPE (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

USE "X" FOR UNUSED SPACES)

USER DEFINED(3 CHARACTERS ONLY;

FILE EXTENSION

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X-1##

XX

" = 1'-0"8

3SCALE:

SECTION

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XX

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SCALE: NONE

DETAIL

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OREGON

WASHINGTON

LONGVIEW

VANCOUVER

ASTORIA

PORTLAND

SALEM

P A C I F I C

O C E A N

INTERSTATE

INTERSTATE

INTERSTATE

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THE DALLES

COLUMBIA RIVER

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NAVIGATION LOCK

JOHN DAY DAM

POWERHOUSE

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SHERMAN C

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STATE BOUNDARY

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DISTRICT BOUNDARY MAP

LOCAL VICINITY MAP

PROJECT SITE MAP

SCALE: NONE

PROJECT PHOTO LOOKING EASTERLY

INTERSTATE

SOUTH FISH LADDER

NORTH FISH LADDER

AREA

WORK

AREA

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EXIT

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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

LENGTH

DEVELOPMENT

TOP BARS

LENGTH

DEVELOPMENT

OTHER BARS

MIX DESIGN 1 (f'c = 4500 PSI)

MINIMUM SPLICE AND DEVELOPMENT LENGTHS (INCHES)

ACI 318-11 EQUATION 12-1

TABLE 2

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

00.00 25 AND OSHA STANDARDS.

SPECIFICATIONS AND IN COMPLIANCE WITH SPECIFICATION 05 52

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).

SHALL BE 11/2" SCH 80 PIPE. ALL HANDRAIL MATERIAL SHALL BE

7.12 ALL NEW HANDRAIL IS 11/2" SCH 40 PIPE. ALL HANDRAIL POSTS

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GENERAL STRUCTURAL NOTES:

SPL.

STAG.

7'-6" 1'-6"

DENOTES EXISTING CONCRETE

DENOTES NEW CONCRETE

DENOTES STEEL AND OTHER METALS

DENOTES GROUT

1. MATERIAL PATTERNS SHALL BE AS SHOWN BELOW:

STRUCTURAL LEGEND:

DEMOLITION OF CONCRETE

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

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

NOTES:

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.

G E

C D

M D

H A

D U

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A D

D E

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G

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A L S

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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

ON THE "S" SERIES DRAWINGS.

DATA ANTENNA ACQUISITION SYSTEM INSTALLATION FOUND

FEATURES OF THE JOHN DAY ADULT FISH LADDER PIT TAG

THESE GENERAL STRUCTURAL NOTES COVER STRUCTURAL 1.1

1. SCOPE

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.

IN

S

T A

L L

A T

IO

N

P

IT

T

A G D

E T

E C

T

IO

N S

Y S

T E

M W

N -1

-B -0

W

ATER FLOW

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

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C

B

A

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A W

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Y

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E C

K E

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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

E

C D J E

M

SN001

:1

A N

S I

D J

D F .1

S

N

X X

X .d g n

A D

U L T F

IS

H L

A D

D E

R S

J O

E L W P

R U

S I

M A

T T

H E

W D

H A

N S

O N P .E

N O

R T

H S

H O

R E F

IS

H L

A D

D E

R

L O

C A

T

IO

N A

R R

A N

G E

M E

N T I S

O M

E T

R

IC

NOTES:

BUILDING

FISH LADDER VISITORS

EXIST NORTH SHORE

BLOCK No.13

NAVLOCK

BLOCK No.15

NAVLOCK

BLOCK No.17

NAVLOCK

BLOCK No.19

NAVLOCK

LADDER WEIR 247

EXIST NORTH FISH

LADDER WEIR 246

EXIST NORTH FISH

NOT TO SCALE

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

BLOCK No.11

NAVLOCK

EXIST STAIRWELL

ANTENNA (TYP)

EXIST WEIR ORIFICE

ANTENNA (TYP)

EXIST WEIR CREST

ROOM LOCATION

ADULT PIT TAG

A D

U L T P

IT

T

A G R

O O

M

PANELS. (TYP)

EXIST TRANSCEIVER

DECK AT EL 273

EXTENDS TO

EXIST STAIRWELL

TRANSCEIVER PANELS.

PANELS WHERE IT IS USED FOR SUPPORTING

5.) HANDRAIL SHOWN ONLY IN VICINITY OF TRANSCEIVER

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.

AT EL 263.00'

SERVICE GALLERY

EXIST NAVLOCK

ACCESS MANHOLES

EXIST SEPTIC TANK

E

C D

M D

H

NOT TO SCALE

SUN SHADE. (TYP)

TRANSCEIVER PANEL

EXIST GUARDRAIL

EXIST WALKWAY

WEIR 246

OF SELF-CLOSING GATE

INSTALLATION AND PROPER OPERATION

MODIFY AS NECCESSARY TO FACILITATE

EXIST FISH BARRIER. CONTRACTOR TO

No.3 ON THIS SHEET.

AND SELF-CLOSING GATE. SEE NOTE

CONTRACTOR DESIGNED GUARDRAIL

P

IT

T

A G D

E T

E C

T

IO

N S

Y S

T E

M

IN

S

T A

L L

A T

IO

N

W

N -1

-B -0

ISOMETRIC - ADULT PIT TAG ROOM LOCATIONISOMETRIC - NORTH SIDE GUARDRAIL

T E

R F

L O

W

WATER FLOW

SCALE: 1"= 10'

10' 0 10'

REF

4'-0"

REF

60'-0"

REF

60'-0"

REF

21'-6"

VERIFY

6'-0"

R E

F

VERIFY

6'-0"

12"0 5'

"= 1'-0"4

1SCALE:

R E

F

V E

R

IF

Y

V E

R

IF

Y

3'-0"2'-6" 6"

N101

N

2" CLR

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

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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

E

C D J E

M

SN101

:1

A N

S I

D J

D F .1

S

N

X X

X .d g n

A D

U L T F

IS

H L

A D

D E

R S

M A

T T

H E

W D

H A

N S

O N P .E

G E

C D

M D

H

L O

C A

T

IO

N A

R R

A N

G E

M E

N T P

L A

N

J O

E L W P

R U

S I

N O

R T

H S

H O

R E F

IS

H L

A D

D E

R

NOTES:

1" = 10'-0"

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

NAVLOCK CHAMBER

W E

IR

W E

IR

A D

U L T P

IT

T

A G R

O O

M

EXIST NAVLOCK BLOCK No.21 EXIST NAVLOCK BLOCK No.19 EXIST NAVLOCK BLOCK No.17 EXIST NAVLOCK BLOCK No.15

LADDER VISITORS BUILDING

EXIST NORTH SHORE FISH

TAG ROOM

ADULT PITEXIST STAIRWELL

LADDER

SHORE FISH

EXIST NORTH

BLOCK No.13

EXIST NAVLOCK

EL 263'-0"

GALLERY AT

EXIST NAVLOCK

CHAMBER

NAVLOCK

EXIST NAVLOCK GALLERY AT EL 263'-0"

ACCESS MANHOLES

EXIST SEPTIC TANK

TAG ROOM

ADULT PIT

NORTH

AND WALL ID SYMBOLS.

5.) SEE SHEET SA001 FOR DEFINITION OF INTERIOR ELEVATION

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.

CLOSING GATE

GUARDRAIL AND SELF-

CONTRACTOR DESIGNED

W E

IR

W E

IR

E X

IS

T W

A L

K W

A Y

PLACES

SUN SHADE. TYP (4)

TRANSCEIVER PANEL

SUN SHADE. (TYP)

TRANSCEIVER PANEL

BARRIER

EXIST FISH

EXIST GUARDRAIL

BARRIER

EXIST FISH

P

IT

T

A G D

E T

E C

T

IO

N S

Y S

T E

M

IN

S

T A

L L

A T

IO

N

W

N -1

-B -0

PLAN - ADULT PIT TAG ROOM LOCATION

SCALE: 1/4 " = 1'-0"

DETAIL-ENLARGED PLAN AT ADULT PIT TAG ROOM

A

B

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

DETAIL-ENLARGED PLAN AT NORTH SIDE TRANSCEIVER PANELS

1'-0"

6"

S T

E E L P

IP

E S

L E E

V E V

E N

T

E X

IS

T E

M B E

D D

E D

G

A L

V

IN

IZ

E D

1'-0"

REF

4'-0"

REF

2'-0"

24'-0" REF

2'-6"

V A

R

IE

S

REF

1'-0"

R E F

R E F

ADULT PIT TAG ROOM

12'-0" (VERIFY)

ADULT PIT TAG ROOM

6'-0" (VERIFY)

REF

5'-0"

V A

R

IE

S

(V

E R

IF

Y

(V

E R

IF

Y

8" O.D.

4" O.D.

(VERIFY)

N101

M A

N D

O O

R N

M A

N D

O O

R N

MANDOOR N101

3'-0"

3/16

3/16

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

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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

E

C D J E

M

SN301

:1

A N

S I

D J

D F .1

S

N

X X

X .d g n

A D

U L T F

IS

H L

A D

D E

R S

M A

T T

H E

W D

H A

N S

O N P .E

J O

E L W P

R U

S I

N O

R T

H S

H O

R E F

IS

H L

A D

D E

R

NOTES:

A D

U L T P

IT

T

A G R

O O

M

N A

V L

O C

K C

H A

M B

E R

R

IV

E R

S

ID

E

TOC EL 263'-0"

ADULT PIT TAG ROOM

SCH 40 PIPE.

3 1/2" NPS x

PIPE

EXIST VENT

FLANGE

EXIST VENT

TOC EL 263'-0"

EXIST VENT FLANGE.

CAP SCREWS WITH

MATCH DRILL FLANGE

FIT 3 1/2" NPS x SCH 40 PIPE.

GALVANIZED VENT CAP TO

CONTRACTOR TO PROVIDE

FABRICATION

ADAPTER ASSY AFTER

HOT DIP GALVANIZE

S E

C T

IO

N S A

N D D

E T

A

IL

S

AND WALL ID SYMBOLS.

5.) SEE SHEET SA001 FOR DEFINITION OF INTERIOR ELEVATION

GRID NORTH. SEE INFORMATIONAL DRAWINGS

4.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

KEY NOTE

SHEET

SA601

SA601

KEYNOTES:

DOOR - SEE DOOR SCHEDULE

SCHEDULE (FAN-1)

VENTILATION FAN - SEE VENTILATION

E

C D

M D

H

P

IT

T

A G D

E T

E C

T

IO

N S

Y S

T E

M

IN

S

T A

L L

A T

IO

N

W

N -1

-B -0

SN101

B

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

SECTION LOOKING WEST THRU ADULT PIT TAG ROOM

SN101

A

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

SECTION LOOKING NORTH AT ADULT PIT TAG ROOM WALL

SCALE: 6" = 1'-0"

DETAIL-VENT CAP ADAPTER

ATER

FLO

W

PANEL (TYP)

EXIST TRANSCEIVER

PANEL (TYP)

EXIST 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

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A

D R

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E C

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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

T T

H E

W D

H A

N S

O N P .E

G E

C D J E

M G

E

C D

M D

H

SS001

:1

A N

S I

D J

D F .1

S

S

X X

X .d g n

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:

IS NOT AVAILABLE

AS-BUILT INFORMATION

REFERENCE ONLY.

LADDER SHOWN FOR

EXIST BRIDGE OVER

NOT TO SCALE

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

A D

U L T F

IS

H L

A D

D E

R S

J O

E L W P

R U

S I

L O

C A

T

IO

N A

R R

A N

G E

M E

N T I S

O M

E T

R

IC

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

A D

U L T P

IT

T

A G B

U

IL

D

IN

G

W

EI

R

LADDER

W

EI

R

LADDER

W

EI

R

LADDER

W

EI

R

LADDER

W

EI

R

LADDER

W

EI

R

LADDER

SHEET SA101

BUILDING. SEE

ADULT PIT TAG

P

IT

T

A G D

E T

E C

T

IO

N S

Y S

T E

M

IN

S

T A

L L

A T

IO

N

W

N -1

-B -0

PANEL SUPPORTS.

6.) HANDRAILS SHOWN ONLY IN VICINITY OF TRANSCEIVER

GRID NORTH. SEE INFORMATIONAL DRAWINGS

5.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

SERVICE BUILDING.

4.) SEE SHEET SERIES "SA" FOR ANTENNA ELECTRICAL

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.

ANTENNA (TYP)

EXIST WEIR CREST

ANTENNA (TYP)

EXIST WEIR ORIFICE

ANTENNA (TYP)

EXIST WEIR CREST

ANTENNA (TYP)

EXIST WEIR ORIFICE

ISOMETRIC - ADULT PIT TAG BUILDING LOCATION

M P

S L

O P

E

RAMP SLOPE

WATER FLOW

12"0 5' 10'

"= 1'-0"16

3SCALE:

2'-10"5'-0"

S L

O P

E

LADDER SECTION 6

60'-0" (REF)

REF

5'-0"

REF

10'-0"

REF

5'-0"

REF

10'-0"

R E

F

16'-0" 2'-10"12'-2"

REF

31'-0"

11'-0"

REF

19'-0"

REF

5'-0"

REF

5'-0"

REF

19'-0"

R E

F

R E

F

R E

F

2'-6" 2'-6"

R E

F

R E

F

R E

F

REF

31'-0"

REF

5'-0"

REF

5'-0"

REF

9'-8" (+/-)

REF

10'-4" (+/-)

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

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A

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A W

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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

T T

H E

W D

H A

N S

O N P .E

G E

C D J E

M G

E

C D

M D

H

L O

C A

T

IO

N A

R R

A N

G E

M E

N T P

L A

N

SS101

:1

A N

S I

D

NOTES:

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

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

EXISTING FISH BARRIERS ARE NOT SHOWN FOR CLARITY

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

(A P

P R

O X

IM

A T

E

E X

IS

T W

A L

K W

A Y

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

PANEL. TYP (4) PLACES

EXIST TRANSCEIVER

LADDER (REF)

SEGMENT OF FISH

EXIST LOWER

J D

F .1

S

S

X X

X .d g n

J O

E L W P

R U

S I

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

A D

U L T P

IT

T

A G B

U

IL

D

IN

G

EL 185.61'

WALKWAY

ACCESS

EL 185.00'

WALKWAY

EXIST

EXCAVATION

LINE OF MIN

O F W

E

IR

U /S F

A C

E

W E

IR

W E

IR

T

A G D

E T

E C

T

IO

N S

Y S

T E

M

IN

S

T A

L L

A T

IO

N

A D

U L T F

IS

H L

A D

D E

R S

W

N -1

-B -0

WATER LANDSCAPING AND NOT THE ADULT PIT TAG BUILDING.

7.) CUT AND CAP OR MODIFY SPRINKLERS AS NECESSARY TO

JDF-8-1/1, JDG-1-3-7/10, AND JDG-40-3/33.

6.) UTILITIES: SEE INFOMATIONAL DRAWINGS JDF-7-10/1, JDF-7-10/4,

GRID NORTH. SEE INFORMATIONAL DRAWINGS

5.) NORTH ARROW SHOWN IS LOCK AND DAM CONSTRUCTION

BUILDING.

4.) SEE SHEET SA101 FOR ANTENNA ELECTRICAL SERVICE

AND SPECIFICATIONS.

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

SA101

SA101

SS301

B

SS301

A

PLAN - ADULT PIT TAG BUILDING LOCATION

WATER FLOW

12"0 5' 10'

"= 1'-0"16

3SCALE:

WATER FLOW

REF

5'-0"

REF

9'-6"

REF

31'-0"

R E

F

REF

5'-0"

REF

9'-6"

6'-2" 12'-0" 12'-10"

LADDER SECTION 5 LADDER SECTION 6

10'-5" 2'-5"

REF

5'-0"

REF

3'-0"

REF

24'-0"

REF

3'-0"

REF

24'-0"

REF

3'-0"

REF

12'-0"

REF

12'-0"

5'-3"5'-3"

REF

3'-0"

REF

24'-0"

REF

3'-0"

"8 313'-1010'-6""8

52'-7

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

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D E

S C

R

IP

T

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N M

A R

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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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C H

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/1

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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

E

C D J E

M

SS301

:1

A N

S I

D

NOTES:

COLUMN (TYP)

LADDER SUPPORT

SEGMENT OF FISH

EXIST OVERHEAD

LADDER (REF)

SEGMENT OF FISH

EXIST LOWER

J D

F .1

S

S

X X

X .d g n

BUILDING

FISH LADDER VISITORS

EXIST SOUTH SHORE

LADDER (REF)

SEGMENT OF FISH

EXIST OVERHEAD

A D

U L T F

IS

H L

A D

D E

R S

M A

T T

H E

W D

H A

N S

O N P .E

G E

C D

M D

H

L O

C A

T

IO

N A

R R

A N

G E

M E

N T S

E C

T

IO

N S

J O

E L W P

R U

S I

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

COLUMN (TYP)

LADDER SUPPORT

SEGMENT OF FISH

EXIST OVERHEAD

LADDER (REF)

SEGMENT OF FISH

EXIST LOWER

LADDER (REF)

SEGMENT OF FISH

EXIST OVERHEAD

EL 185.00'

WALKWAY

EXISTING

A D

U L T P

IT

T

A G B

U

IL

D

IN

G

EL 185'.61'

WALKWAY

ACCESS

EL 185.61'

FIN FLOOR

EL 185.53'

EXIST GRADE

CURB

TOP OF

EL 185.61'

FIN FLOOR

EL 185.53'

EXIST GRADE

4.) SEE SHEET SA101 FOR ADULT PIT TAG BUILDING.

AND SPECIFICATIONS.

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

T

A G D

E T

E C

T

IO

N S

Y S

T E

M

IN

S

T A

L L

A T

IO

N

W

N -1

-B -0

SA101

SS101

A

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

SECTION LOOKING NORTH AT ADULT PIT TAG BUILDING

SS101

B

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

SECTION LOOKING WEST AT ADULT PIT TAG BUILDING

SA101

SA101

"4 33"2

12'-4"4

3'-0"

" SETBACK4

1'-2"

4" "8

1"1"

1" 1"

° 45°

5°

1/8 1 - 4

1/8 1 - 4

S O

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IT

A T

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N N

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F

IL

E N

A M

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D E

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IG

N E

D B

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D E

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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

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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

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A Y L

O C

K A

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A R

M Y C

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P S O

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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

E

C D J E

M

SS501

:1

A N

S I

D

NOTES:

J D

F .1

S

S

X X

X .d g n

A D

U L T F

IS

H L

A D

D E

R S

M A

T T

H E

W D

H A

N S

O N P .E

G E

C D

M D

H

J O

E L W P

R U

S I

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

P A

N E

L S

U N S

H A

D E D

E T

A

IL

S A

D U

L T P

IT

T

A G A

N T

E N

N A T

R A

N C

E

IV

E R

SUN SHADE

PANEL

TRANSCEIVER

EXISTING

ADULT FISH LADDER

EXIST SOUTH SHORE

NOT TO SCALE

TYP (2) PLACES.

DIA UNC BOLT.

HOLE FOR 1/4"

TYP (2) PLACES

DIA UNC BOLT.

SLOT FOR 1/4"

AND DRIP GROOVE.

TO FORM TOP AND

1/8" THK SHEET BENT

(TYP)

MIN RADIUS

(2) PLACES

PANEL. TYP

1/8" THK SIDE

STAINLESS STEEL UNLESS NOTED OTHERWISE.

5.) ALL PANEL SUNSHADE MATERIAL SHALL BE TYPE 304

TRANSCEIVER PANEL SUN SHADE IS SIMILAR.

SHADE IS SHOWN. NORTH ADULT FISH LADDER

4.) SOUTH ADULT FISH LADDER TRANSCEIVER PANEL SUN

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.

AND DRIP GROOVE.

FORM TOP AND

SHEET BENT TO

SIDE PANEL

T

A G D

E T

E C

T

IO

N S

Y S

T E

M

IN

S

T A

L L

A T

IO

N

W

N -1

-B -0

ISOMETRIC - TRANSCEIVER PANEL SUN SHADE

A

SCALE: 3" = 1'-0"

FRONT ELEVATION - TRANSCEIVER PANEL SUN SHADE

B

SCALE: 3" = 1'-0"

SECTION THRU TRANSCEIVER SUN SHADE

SCALE: FULL

DETAIL - FORMED DRIP GROOVE

B

C

TYP BOTH

SIDES

C

ELEVATOR LOBBY

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

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C

B

A

D R

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N B

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C H

E C

K E

D B

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J O

H N D

A Y L

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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

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L A

N D D

IS

T R

S I

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G E

C D J E

M

SA001

:1

ELEVATIONS

MATCHLINE

CENTERLINE

CENTER LINE

ELEVATION MARKER

REFERENCE

ELEVATION

INTERIOR

WALL TYPE IDENTIFICATION TAG

ROOF SLOPE INDICATOR, RISE OVER RUN

101A

KEY NOTE TAG

EL. 281.00'

T.O. FINISH FLOOR

B

A

D

C

A-203

A

FIRE EXTINGUISHER CABINET

V.I.F. VERIFY IN FIELD

EACH

HYDRAULIC

JOINT

JANITOR

INSULATION

FINISH GRADE

GYPSUM WALL BOARD

GRAB BAR

HELVETICA REGULAR

HORIZONTAL

HOLLOW METAL

HEIGHT

HELVETICA MEDIUM

HARDWARE

GRID LINE

GALVANIZED

GAGE, GAUGE

FLOOR DRAIN

FLOOR (ING)

EXPANDED POLYSTYRENE

EXTERIOR INSULATION

FACE BRICK MODULAR

FACE OF CONCRETE

FEDERAL STANDARD

EXTERIOR PAINT

FINISH (ED)

EXPANSION JOINT

EXTERIOR

EXPOSED

EQUIPMENT

EQUAL

ELEVATION

ELECTRIC (AL)

EXISTING

WATER RESISTANT

L

WR

WD.

ANGLE

AND

WOOD

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

TOILET TISSUE DISPENSER

VAPOR RETARDER

VEST.

W/

W.

V.C.T.

VERT.

V.R.

VESTIBULE

WITH

VERTICAL

UNO

UTIL.

TYP.

TSC

T.O.

TTD

UTILITY

TYPICAL

TOP OF

SOAP DISPENSER

STANDARD WEIGHT

STRUCTURAL

SPECIFICATION (S)

SQUARE FEET

STD WT

T & G

TB

T.

STOR.

SUSP.

STRUCT.

TREAD

TOWEL BAR

STORAGE

SUSPENDED

STEEL

SND

SNTD

SQ.

SPEC.

SCWD

SD

S.F.

SIM.

SQUARE

SIMILIAR

DOWN

CAST-IN-PLACE CONC.

DOUBLE

DRINKING FOUNTAIN

DRAWING

DOWNSPOUT

DOOR

DIMENSION

DIAMETER

DETAIL

CONTINUOUS OR CONTINUE

CONCRETE MASONRY UNIT

CARPET (ED)

ROUGH OPENING

REVISION (S), REVISED

RESILIENT BASE

RM.

RO

R.D.

REV.

R.

ROOM

ROOF DRAIN

RISER

REF.

REFER.

RES.

R.B.

REQ'D

REC

REFERENCE

RESILIENT

REQUIRED

RECESSED

PT.

PTD/WR

PAINT

FACE OF BRICK

SL SHAFT LID

PRECAST CONC. SPLASHBLOCKSB

FACE OF STUD FRAMING

FIRE RETARDANT TREATED

FINISH FLOOR

REFRIGERATOR

ELECTRIC WATER COOLER

IN LIEU OF

ST.

SAC

TONGUE AND GROOVE

SS

FACE OF E.I.F.S.

CHIEF OF QUARTERS

COMMERCIAL WASHER

WOMEN OR WASHING MACHINE

DRYER (CLOTHES/DUPLEX)

SANITARY NAPKIN DISPOSER

AND TAMPON DISPENSER

SANITARY NAPKIN

FIBER REINFORCED PLASTIC

AND FINISH SYSTEM

RCP REFLECTED CEILING PLAN

T.D.B.U. TOP-DOWN BOTTOM-UP

PAPER TOWEL DISPENSER

AND WASTE RECEPTACLE

SUSP. ACOUSTIC CEILING

DISPENSER

TOILET SEAT COVER

VTR. VENT THRU ROOF

REP. REPRESENTATIVE

FIRE EXTINGUISHER CABINET

LONG LEG VERTICAL

LONG LEG HORIZONTALLLH

LLV

COMPENSATION

CONCRETE

CORRIDOR

CERAMIC MOSAIC TILE

BRACKET

CLOSET

CERAMIC TILE

CAST IN PLACE

BUILT UP ROOF

CENTER

CLEAR (ANCE)

CEILING

CAST IRON

BASEMENT

BUILDING

BOTTOM

BOARD

ACOUSTICAL

ARCHITECT (URAL)

BETWEEN

ANCHOR BOLT

ALUMINUM

ACOUSTICAL TILE

ABOVE FINISHED FLOOR

PLASTIC LAMINATE

ORIENTED STRAND BOARD

POLE AND SHELF

ON CENTER (S)

NOT TO SCALE

NOT IN CONTRACT

OPP. OPPOSITE

PLYWD.

P. LAM.

OSB

P & S

PLYWOOD

OPEN'G

O.C.

N.T.S.

N.I.C.

NO.

OPENING

NUMBER

MEDICINE CABINET

MOISTURE RESISTANT

MISCELLANEOUS

MECHANIC (AL)

MATERIAL (S)

MANUFACTURER (ING)

MECH.

M.R.

MISC.

MIN.

MC

MAX.

MAT.

MFR.

MINIMUM

METAL

MAXIMUM

COLUMN

PR PAIR

MET.

MB

MO

MOISTURE BARRIER

MASONRY OPENING

ANTI-TERRORISM

PTD PAPER TOWEL DISPENSER

OWSJ OW STEEL JOISTS

CONTRACTING OFFICER REP.

MS MOP SINK

CEMENTITIOUS BACKER BOARD

F.O.B.

FEC

EXP.JT.

E.J., OR

EA.

F.B.M.

F.O.C.

EIFS

EXIST.

EXT.

EPS

EXP.

EPT

EQUIP.

EQ.

ELEC.

EL.

COMP

DIM.

DWG.

D.F.

DBL

DN.

DS.

DR.

C.P.C.

DET.

DIA.

CONT.

C.M.U.

CONC.

C.I.

CLR.

COL.

CMT

CTR

CLG.

CL

CT

C.I.P.

BSMT.

CPT.

BUR

BLDG.

BRKT.

BOT.

BD.

AB

BET.

ARCH.

ACOUST.

ALUM.

ACT.

A.F.F

EWC

F.O.E.

C.W.

C.Q.

D.

A.T.

CORR.

COR.

CBB

HYD

JT.

J.

INSUL.

F.G.

GL

HELV MED

HELV REG

HORIZ.

H.M.

HT.

HW, HDWR

GALV.

GB

GA.

FLR.

F.D.

F.E.C.

FED STD

FIN.

F.F.

F.O.S.

F.R.T.

GWB

ILO

F.R.P.

DIRECTION OF ELEVATION VIEW

ELEVATION IDENTIFICATION

PLATE NUMBER WHERE ELEVATION IS DRAWN

ELEVATION IDENTIFICATION

VIEW REFERENCE

PLATE NUMBER WHERE ELEVATION IS DRAWN

ROOM NAME

ROOM NUMBER

DOOR IDENTIFICATION NUMBER

ABBREVIATIONS REFERENCE SYMBOL LEGEND GENERAL NOTES

M A

T T

H E

W D

H A

N S

O N P .E

A B

B R

E V

IA

T

IO

N S

A N

D L

E G

E N

D S

/1

/2

J O

E L W P

R U

S I

J D

F .1

S

A

X X

X .d g n

A R

C H

IT

E C

T U

R

N E

R A

L N

O T

E S

S O

U T

H S

H O

R E A

D U

L T P

IT

T

A G B

U

IL

D

IN

G

SOLID CORE WOOD DOOR

FABRICATION AND INSTALLATION OF THE SOUTH SHORE ADULT PIT TAG BUILDING.

18.) SEE SPECIFICATION SECTION 13 34 23.00 28 FOR FURTHER REQUIREMENTS FOR

COMPONENTS AND SYSTEMS.

SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC INFORMATION ON

DRAWINGS IS FOR COORDINATION AND LOCATIONAL PURPOSES ONLY.

17.) MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON ARCHITECTURAL

WORK.

ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE

DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE

FIXTURES AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE

16.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING UTILITIES,

PROCEEDING WITH THE WORK.

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE

REFERENCED STANDARDS AND THE GOVERNING CODES, DISCREPANCIES

15.) IN CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS,

RESOLVED WELL IN ADVANCE OF ACTUAL CONSTRUCTION OCCURRING.

IMMEDIATELY. THE CONTRACTOR SHALL WORK TO HAVE ALL DISCREPANCIES

THEN THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS OR SPECIFICATION,

REQUIREMENTS FOR PROPER EXECUTION. IF THE CONTRACTOR FINDS

WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE

14.) THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE

OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS.

13.) THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS

WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS.

OPENINGS, NON-BEARING WALLS, CURBS, DRAINS, DEPRESSIONS, RAILINGS,

LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW

12.) ARCHITECTURAL DRAWINGS ARE FOR INFORMATION INCLUDING, BUT NOT

TO SIMILAR WORK THROUGHOUT THIS BUILDING UNLESS NOTED OTHERWISE.

TO SHOW ALL DETAILS OF THE WORK. DETAILS NOTED "TYPICAL" APPLY

CHARACTER AND EXTENT OF THE PROJECT. THEY ARE NOT INTENDED

11.) ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL

THESE NOTES AND OTHER DRAWING INFORMATION.

10.) REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS

WORK.

TRIM ITEMS TO FIT AND OTHERWISE ENSURE PROPER INSTALLATION OF ALL

WITHIN SPECIFIED TOLERANCES AND DIMENSIONS. CONTRACTOR SHALL

OR OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING CONSTRUCTION

9.) CONTRACTOR SHALL PROVIDE APPROPRIATE SHIMMING MATERIAL, (METAL

MATCH WITH EXISTING.

MATCH REQUIREMENTS INDICATED. FIELD COMPARE MATERIALS TO CONFIRM

8.) SELECTION OF EXTERIOR MATERIALS SHALL FOLLOW COLOR AND PATTERN

IS REQUIRED FOR ACCEPTABLE APPEARANCE.

ADJACENT FINISHED CONDITION. COR SHALL DETERMINE WHEN REPLACEMENT

7.) REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH

OTHERWISE ON THE PLANS.

6.) WALL DIMENSIONS ON FLOOR PLANS ARE TAKEN TO CENTER OF STUD UNLESS NOTED

5.) ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS ARE INDICATED IN FEET AND INCHES.

DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF NOTED IN FULL.

PROVIDED AS IF DRAWN IN FULL. REPETITIVE FEATURES NOT NOTED ON THE

4.) REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE COMPLETELY

3.) SEE SHEET SA101 FOR ADULT PIT TAG BUILDING NOTES.

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

DRAWINGS ONLY.

1.) ALL INFORMATION SHOWN ON THIS SHEET IS APPLICABLE TO THE "SA" SERIES

G E

C D

M

H

U L T F

IS

H L

A D

D E

R S

IN

S

T A

L L

A T

IO

N

P

IT

T

A G D

E T

E C

T

IO

N S

Y S

T E

M W

N -1

-B -0

X

A-000

S101

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

S L

O

EXIST WALKWAY EL 185.00'

6"6"

TOC EL 185.61'

6" CURB

6" CURB

ACCESS WALKWAY.

INSTALLATION OF BUILDING

REQUIRED TO FACILITATE

REMOVE EXIST CURB TO AS

12'-0"

4"5'-8"

4'-6"

12'-0"

4"

5'-8"

C O

N C

R E

T E W

A L

K W

A Y

C U

R B

C U

R B

5'-0"

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

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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

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

SA101

:1

NOTES:

KEY NOTE

SHEET

SA601

TEXTURED CONCRETE ROOF PANELS (ECS-1)

TEXTURED CONCRETE WALL PANELS (ECS-2) SA601

SA601

KEYNOTES:

F L

O O

R A

N D R

O O

F P

L A

N S

EL 185.61' (REF)

FINISHED GRADE

/1

/2

J O

E L W P

R U

S I

J D

F .1

S

A

X X

X .d g n

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

5 SA601

A D

U L T P

IT

T

A G B

U

IL

D

IN

G

FIN FLR EL 185.61'

UNIT, SEE VENTILATION SCHEDULE

HEATING, VENTILATION, AND AIR CONDITIONING

S101 3 E101

INSULATION

4" OF RIGID

ADULT PIT TAG BUILDING

4 SA601GYPSUM BOARD DRYWALL (GYP-1)

DOOR - SEE DOOR SCHEDULE (MTL-1)

6 SA601MOISTURE-CURE URETHANE (UFC-1)

THIS SHEET

NOTE No.8 ON

HANDRAIL. SEE

G E

C D

M

U L T F

IS

H L

A D

D E

R S

IN

S

T A

L L

A T

IO

N

P

IT

T

A G D

E T

E C

T

IO

N S

Y S

T E

M W

N -1

-B -0

UP INTO CURB (TYP)

HOOK BARS @ ENDS

#4 BAR @ 18" OC EW.

ACT STANDARDS.

WITH SPECIFICATION 05 52 00.00 25 AND ARCHITECTURAL BARRIERS

8.) HANDRAILS TO BE DESIGNED BY CONTRACTOR IN COMPLIANCE

WITH DRAWINGS AND SPECIFICATION 13 34 23.00 28.

7.) BUILDING TO BE DESIGNED BY CONTRACTOR IN COMPLIANCE

AND ES403 FOR ELECTRICAL.

CONDUIT ENTRY INTO THE BUILDING. SEE SHEETS ES402

6.) PROVIDE BLOCK-OUT IN FLOOR SLAB AS REQUIRED FOR

DRAWINGS

CONSTRUCTION GRID NORTH. SEE INFORMATIONAL

5.) NORTH ARROW SHOWN INDICATES LOCK AND DAM

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

AND SYMBOLS.

3.) SEE SHEET SA001 FOR GENERAL ARCHITECTURAL NOTES

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

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

NOTE No.6 ON THIS SHEET.

BY THE CONTRACTOR SEE

LOCATION TO BE DETERMINED

BLOCKOUT. FINAL SIZE AND

ELECTRICAL SERVICE FLOOR

SA201

SA201

A

SA201

D

SA201

B

SS101

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

FLOOR PLAN-ADULT PIT TAG BUILDING

SS101

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

ROOF PLAN-ADULT PIT TAG BUILDING

12" 0

"= 1'-0"2

1SCALE:

1' 2' 3' 4'

"2

5' 11"2

5' 11

"2

5' 11"2

5' 11

"16

5'-5

10'-6"

6"

10' 6"

10' 6" 12' 0"

12' 0"

6"6"

"2

"2

8"2

"2

3' 6" 3' 6"3' 6"

3' 4" 3' 4"1' 11" 1' 11"

(MIN)

3'-0"

(MIN)

3'-0"

(MIN)

3'-0"

(MIN)

3'-0"

(MIN)

3'-0"

(MIN)

3'-0"

6" 6"

(MIN)

10'-6"

6" 5' 0" 6"

S O

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C A

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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

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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

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R S

P O

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L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

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T T

H E

W D

H A

N S

O N P .E

A N

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G E

C D J E

M

SA201

:1

/1

/2

J O

E L W P

R U

S I

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S

A

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H S

H O

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IS

H L

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N S A

N D S

E C

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NOTES:

KEY NOTE

SHEET

SA601

TEXTURED CONCRETE ROOF PANELS (ECS-1)

TEXTURED CONCRETE WALL PANELS (ECS-2) SA601

SA601

KEYNOTES:

DOOR - SEE DOOR SCHEDULE (MTL-1)

5 SA601

TOP OF WALL

TOP OF WALL

1 1

4.) SEE SHEET SA101 FOR GENERAL ARCHITECTURAL NOTES.

A D

U L T P

IT

T

A G B

U

IL

D

IN

G

EL 185'-0" (REF)

EXIST WALKWAY

EL 185.00' (REF)

EXIST WALKWAY

EL 185.61

WALKWAY

ACCESS

EL 185.61'

FIN FLR

EL 185.53' (REF)

EXIST GRADE

EL 185.61'

WALKWAY

ACCESS

EL 185.61'

FIN GRADE

EL 185.53' (REF)

EXIST GRADE

EL 185.61'

FIN GRADE

EL 185.61'

FIN FLR

EL 185.53' (REF)

EXIST GRADE

EL 185.53' (REF)

EXIST GRADE

EL 185.61'

FIN GRADE

UNIT, SEE VENTILATION SCHEDULE

HEATING, VENTILATION, AND AIR CONDITIONING

6 SA601MOISTURE-CURE URETHANE (UFC-1)

EL 186.11'

TOP OF CURB

HANDRAIL

HANDRAIL

No.8 ON SHEET SA101

HANDRAIL. SEE NOTE

G E

C D

M

T

A L L

A T

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N

P

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T

A G D

E T

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T

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N S

Y S

T E

M W

N -1

-B -0

DROP CEILING

DETERMINED BY THE CONTRACTOR

FINAL SIZE AND LOCATION TO BE

SHOWN ARE APPROXIMATE.

HVAC UNIT WALL BLOCKOUTS

UP INTO CURB (TYP)

HOOK BARS @ ENDS

#4 BAR @ 18" OC EW.

UP INTO CURB (TYP)

HOOK BARS @ ENDS

#4 BAR @ 18" OC EW.

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

SECTION LOOKING WEST THRU ADULT PIT TAG BLDG

SA101

A

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

SECTION LOOKING THRU BLDG ACCESS WALKWAY

SA101

B

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

ELEVATION LOOKING SOUTH AT ADULT PIT TAG BLDG

SA101

D

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

ELEVATION LOOKING NORTH AT ADULT PIT TAG BLDG

L

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D A

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E

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

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

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L A

N D D

IS

T R

S I

D

G E

C D J E

M

SA601

:1

/1

/2

J D

F .1

S

A

X X

X .d g n

A D

U L T F

IS

H L

A D

D E

R S

NOTES:

FLUSH

F

DOOR TYPES

SINGLE DOOR

F1

FRAME TYPES

DOOR SCHEDULE NOTES

PROVIDE GALVANIZED DOOR FRAMES2.

PROVIDE INSULATED DOOR AND FRAME1.

M A

T T

H E

W D

H A

N S

O N P .E

S C

H E

D U

L E

S

J O

E L W P

R U

S I

S O

U T

H S

H O

R E F

IS

H L

A D

D E

R

A D

U L T P

IT

T

A G B

U

IL

D

IN

G

EXTERIOR FINISH NOTES

IS SUFFICIENT REASON FOR REJECTION OF PRODUCT SUBMITTALS.

FAILURE TO MATCH COLOR, PATTERN OR TEXTURE AS INDICATED2.

IN

T

E R

IO

R

IN

T E

R

IO

R

MANUFACTURERS.

LIMIT SELECTION OF MATCHING FINISH MATERIALS FROM OTHER

PATTERN OR TEXTURE REFERENCE ONLY AND ARE NOT INTENDED TO

MANUFACTURERS AND PRODUCTS HAVE BEEN LISTED FOR COLOR,1.

E X

T E

R

IO

R

IN

T

E R

IO

R

" GYPSUM BOARD DRYWALL, PAINTED8

" LIGHT GAUGE METAL STUD FRAMING8

" GYPSUM BOARD DRYWALL, PAINTED8

EXTERIOR FINISH NOTES

SOUTH ADULT PIT TAG BUILDING.

SEE SPECIFICATION SECTION 23 74 33.00 40 FOR DETAILS OF A/C UNIT FOR 6.

NUMBER 1895K11, OR BROAN MODEL 511.

EXAMPLES OF ACCEPTABLE PRODUCTS INCLUDE MCMASTER CARR PART 5.

STOP, AND ADJUST FAN SPEED.

CONTRACTOR SHALL PROVIDE CONTROLS THAT ALLOW THE USER TO START,

FAN MUST HAVE EITHER INTEGRAL VARIABLE SPEED CONTROLS, OR THE 4.

MUST BE UL LISTED.

FAN MUST OPERATE ON A SUPPLY VOLTAGE OF 120VAC, 60 HZ, 1 PHASE, AND 3.

FAN MUST HAVE A FLOW RATE OF AT LEAST 180 CFM.2.

DRAW AIR FROM THE NAVLOCK GALLERY INTO THE DATA COLLECTION ROOM.

VENTILATION FAN MUST BE A THROUGH-WALL TYPE FAN. IT IS INTENDED TO 1.

ABBREVIATIONS AND LEGEND.

4.) SEE SHEET SA001 FOR ARCHITECTURAL GENERAL NOTES,

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.

G E

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N -1

-B -0

TYPE CONSTRUCTION DESCRIPTIONWALL SECTIONTYPE CONSTRUCTION DESCRIPTIONWALL SECTION TYPE CONSTRUCTION DESCRIPTIONWALL SECTION

" GYPSUM BOARD DRYWALL, PAINTED8

4" FOAM INSULATION PANEL (R-30)

2×4 WOOD STUD FRAMING

4" PRECAST CONCRETE PANEL

INTERIOR

" GYPSUM BOARD DRYWALL, PAINTED8

2×4 WOOD STUD FRAMING

WALL TYPE SCHEDULE

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 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

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

DISCRETE OUTPUT

DEVICENET TAP

DEVICENET

DISCRETE 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,

OTHERWISE.

2. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED

BE USED WITHIN THIS DRAWING SET.

THEREFORE, SOME SYMBOLS AND ABBREVIATIONS MAY NOT

1. THIS IS A TYPICAL SYMBOLS AND ABBREVIATIONS SHEET,

CONDUIT AND GROUNDING

PER SCHEDULE

NEW COMMUNICATION CIRCUIT IDENTIFICATION

DRIVEN GROUND ROD

S O

L

IC

IT

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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

R

IP

T

IO

N M

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IDENTIFICATION

SHEET

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R of Engineers

US Army Corps

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