Clean Sol Package Drawings STRUCTURAL_AMDT 0003 Set 1 (S-SJ) - Part1.pdf

MINIMUM CLEAR

COVER, INCHES

LESS THAN 12 INCHES IN THICKNESS:

FORMED AND SCREEDED SURFACES EQUAL TO OR

12" AND LESS THAN 24" IN THICKNESS:

FORMED AND SCREEDED SURFACES GREATER THAN

GREATER THAN 24 INCHES IN THICKNESS:

FORMED AND SCREEDED SURFACES EQUAL TO OR

3 2

TABLE 1 - CONCRETE COVER

CONCRETE SECTION

UNFORMED SURFACES IN CONTACT WITH FOUNDATION

#4 TO #11 BARS

#4 TO #6 BARS

#7 TO #9 BARS

#4 TO #9 BARS

#10 & #11 BARS

90°

OTHERWISE.

ALL LAP SPLICES ARE CLASS B IN ACCORDANCE WITH ACI UNLESS NOTED5.7

WHEN NO LETTER OR DIMENSION IS GIVEN, PROVIDE A STANDARD 90° HOOK

DIMENSION: OUTSIDE-TO-OUTSIDE LENGTH OF SHORT LEG

E: EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING BAR

L: EXTEND BAR LAP SPLICE LENGTH BEYOND BEND

THE SHORT LEG INDICATES THE FOLLOWING:

DIMENSION (NOT BAR LENGTH) OF 7'-6". A LETTER OR DIMENSION ON

SPACING INDICATES A BENT BAR WITH AN OUTSIDE-TO-OUTSIDE

A NOTATION SUCH AS FOLLOWING THE BAR SIZE AND5.6

SHOWN, AND PROVIDING THE INDICATED LAP LENGTH.

STAGGER LAP SPLICED (CLASS B) BY ALTERNATING LAP LOCATIONS AS

A SYMBOL SUCH AS INDICATES REINFORCING BARS TO BE5.5

BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERS OF BARS.5.4

DEFINED BY ACI 350.06.

UNLESS NOTED OTHERWISE, ALL HOOKS MUST BE STANDARD HOOKS AS5.3

REQUIREMENTS.

ALL REINFORCEMENT STEEL MUST CONFORM TO ASTM A615, GRADE 605.2

CONCRETE STRUCTURES".

315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED

MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF ACI

PREPARATION FOR PLACING DRAWINGS AND BAR BENDING SCHEDULES5.1

REINFORCEMENT5.

OF REINFORCEMENT.

MAXIMUM SIZE OF AGGREGATE OR 2.5 TIMES THE MAXIMUM DIAMETER

IN NO CASE MUST THE COVER BE LESS THAN 1.5 TIMES THE NOMINAL4.2

THE CONCRETE.

DISTANCE FROM THE EDGE OF THE REINFORCEMENT TO THE EDGE OF

ACCORDANCE WITH TABLE 1. THE MINIMUM COVER MUST BE THE CLEAR

UNLESS NOTED OTHERWISE, THE MINIMUM COVER MUST BE IN4.1

CONCRETE COVER4.

ACCORDING TO THE SPECIFICATIONS SECTION 03 31 01.25

CONCRETE CURING AND PROTECTION MUST BE PERFORMED3.4

BE REPAIRED AS DESCRIBED IN THE SPECIFICATIONS.

ANY DAMAGE TO THE CONCRETE FINISH DURING CONSTRUCTION MUST3.3

FINISH. ALL OTHER SURFACES MUST RECEIVE A CLASS C FINISH.

PRE- SORT POOLS, AND POST- SORT POOLS MUST RECEIVE A CLASS A

ALL SURFACES INSIDE THE FISH LADDERS, TRANSPORTATION CHANNELS,3.2

REQUIRED CONCRETE FINISHES ARE DESCRIBED IN THE SPECIFICATIONS.3.1

CONCRETE FINISHING3.

13.00 25 PARAGRAPH 3.4 FOR LIMITATIONS ON CONCRETE FORM REMOVAL.

CONCRETE FORMWORK REMOVAL. SEE SPECIFICATION SECTION 03 112.5

OF ASTM C33, CLASS DESIGNATIONS 4M OR BETTER.

AGGREGATES MUST MEET THE QUALITY AND GRADING REQUIREMENTS2.4

DRAWINGS.

SUBJECT TO WATER FLOW UNLESS SPECIFICALLY NOTED ON THE

NO FILLETS MUST BE PLACED IN THE INTERIOR CORNERS OF AREAS

SIMULTANEOUSLY WITH ADJOINING MEMBER OR AS NOTED OTHERWISE.

JUNCTION OF WALL AND FLOOR SURFACES WHERE FILLET IS NOT CAST

" FILLETS EXCEPT AT THE2

1ALL RE -ENTRANT CORNERS MUST HAVE 12.3

AS NOTED OTHERWISE AND/OR MARKED N.C.

FOR RAILS, GATE GUIDES, HANDRAIL SOCKETS AND STAIR TREADS OR

OF ABUTTING CONTRACTION JOINTS BUT MUST NOT INCLUDE BLOCKOUTS

CHAMFERS UNLESS OTHERWISE NOTED. THIS MUST INCLUDE CORNERS

"4

3ALL EXPOSED EDGES AND CORNERS OF CONCRETE MUST HAVE 2.2

MASS CONCRETE (fc) MUST BE 2500 PSI.

MIX 2 - MASS CONCRETE. THE 28 DAY COMPRESSION STRENGTH FOR

FOR THIS CAST-IN-PLACE CONCRETE (f'c) MUST BE 4500 PSI.

MIX 1 - CAST-IN-PLACE CONCRETE. THE 28 DAY COMPRESSIVE STRENGTH

TO SECTION 03 IN THE SPECIFICATIONS. THE MIX DESIGNS ARE:

THE CONTRACTOR MUST DEVELOP AND SUBMIT EACH MIX ACCORDING

THERE ARE TWO CONCRETE MIXES REQUIRED FOR THIS CONTRACT.2.1

CONCRETE2.

" MINIMUM RADIUS UNO.16

1GROUND TO A

BIOLOGIST EVALUATION VIA GQAR. ALL EXPOSED EDGES ARE TO BE

BIOLOGIST WHEN APPROPRIATE. THE CONTRACTOR MAY REQUEST A

FOR FISH CONTACT. SHOP AND SITE INSPECTIONS WILL INCLUDE A USACE

ENSURE FISH CONTACT SURFACES ARE SMOOTH TO THE TOUCH AND SAFE

FACE WITH EQUIPMENT, ETC. THE CONTRACTOR IS RESPONSIBLE TO

EMBEDDED ITEMS, GATES, SCREENS, FISH EXCLUSION DEVICES, INTER-

OTHER MATERIAL SURFACES AND INCLUDES JOINTS, WELDS, EDGES,

AND SMOOTH TO THE TOUCH. THIS INCLUDES ALL CONCRETE, STEEL, OR

OTHER POTENTIAL FISH CONTACT SURFACES MUST BE GROUND FLUSH

TRANSPORTATION CHANNEL, PRESORT POOL, POST SORT POOL, AND

FISH CONTACT SURFACES. ALL SURFACES INSIDE THE FISH LADDER,1.3

ON DRAWINGS.

THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE1.2

FOUND ON THE "S" SERIES DRAWINGS.

FEATURES OF THE DEXTER DAM ADULT FISH COLLECTION FACILITY

THESE GENERAL STRUCTURAL NOTES COVER ALL STRUCTURAL1.1

SCOPE1.

GENERAL STRUCTURAL NOTES

A276 OR ASTM A240 TYPE 304 UNLESS NOTED OTHERWISE (UNO).

ALL SHAPES, PLATES AND BARS MUST MEET REQUIREMENTS OF ASTM8.1

STAINLESS STEEL8.0

INFORMATION.

AND MUST BE GALVANIZED. SEE SPECIFICATIONS FOR MORE

STEEL BAR GRATING MUST MEET DESIGN STANDARDS OF NAAMM 5317.15

WITH SPECIFICATIONS.

ALL GALVANIZING WEEP HOLES MUST BE PLUGGED IN ACCORDANCE7.14

ON THE DRAWINGS.

GRATING, AND STAIRWAYS THAT ARE NOT ALREADY SIZED AND DETAILED

DESIGN IN ACCORDANCE WITH THE SPECIFICATIONS, ALL HANDRAIL,

BE INSTALLED WHERE INDICATED ON DRAWINGS. CONTRACTOR MUST

UNLESS NOTED OTHERWISE, HANDRAIL, GRATING, AND STAIRWAYS MUST7.13

" NOMINAL DIA. PIPE.2

1UNLESS NOTED OTHERWISE, ALL HANDRAIL IS 17.12

THAN THE OUTSIDE DIAMETER OF THE POST DIAMETER.

" GREATER2

1THAN 6" LONG AND HAVING A DIAMETER NOT LESS THAN

POST ANCHORAGE SLEEVES MUST BE GALVANIZED STEEL PIPE NOT LESS7.11

BURRS, OFFSETS OR ROUGH AREAS.

ALL WELDS MUST BE GROUND HAND SMOOTH SUCH THAT THERE ARE NO7.10

" MIN. RADIUS UNO.16

1ALL SHARP EDGES MUST BE GROUND TO A 7.9

MUST BE CONTINUOUS FILLET WELDED PER AISC MINIMUM WELD SIZE.

ACCESSIBLE JOINT NOT HAVING A DESIGNATED TYPE AND SIZE OF WELD

ALL WELDS MUST BE CONTINUOUS UNLESS OTHERWISE NOTED. EVERY7.8

DRAWINGS OR AUTHORIZED BY THE CONTRACTING OFFICER.

FIELD WELDING MUST NOT BE PERMITTED UNLESS SHOWN ON THE7.7

PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER.

SHOWN ON THE DRAWINGS MUST NOT BE PERMITTED EXCEPT BY WRITTEN

BULKHEADS WITH FCM MUST CONFORM TO AWS D1.5. WELDING THAT IS NOT

CODE AND AS NOTED IN THE SPECIFICATIONS. ALL WELDING OF GATES OR

WELDING MUST CONFORM TO AWS D1.1 OR D1.6 STRUCTURAL WELDING7.6

THE DRAWINGS

ONLY AS NOTED IN THE SPECIFICATIONS OR AS SPECIFICALLY NOTED ON

d. GALVANIZING OF THE STRUCTURAL BOLTS AND NUTS MUST BE DONE

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

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

a. BOLTS - ASTM F3125, GRADE A325, TYPE 1

STYLE AND FINISH INDICATED BELOW UNLESS NOTED OTHERWISE:

STEEL CONNECTIONS MUST BE OF THE MATERIAL, GRADE, TYPE, CLASS,

ALL CARBON STEEL BOLTS, NUTS, AND WASHERS USED FOR STRUCTURAL7.5

OTHERWISE NOTED.

GALVANIZING OF STEEL MUST CONFORM TO ASTM A123, UNLESS7.4

OR ASTM A1085, GRADE A.

STRUCTURAL STEEL TUBING MUST CONFORM TO ASTM A500, GRADE C7.3

ASTM A500, GRADE C UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL PIPE MUST CONFORM TO ASTM A53, GRADE B OR7.2

IN ACCORDANCE WITH THE SPECIFICATIONS.

OF THE SPECIFICATIONS. TOUGHNESS REQUIREMENTS MUST BE MET

GRADE 50 STANDARDS AS NOTED IN THE DRAWINGS AND SECTION 05

ALL STRUCTURAL STEEL MUST CONFORM TO ASTM A36, A992 OR A7097.1

STRUCTURAL STEEL7.

THE DEVELOPMENT LENGTH OR SPLICE.

THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW

TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE6.3

AS CHANGES IN THE A.C.I. REQUIREMENTS.

ANY OMISSIONS OR VARIANCES FROM A.C.I. MUST NOT BE CONSTRUED

THE TABLES PROVIDED ARE ONLY FOR FIELD INSPECTION REFERENCE.6.2

SHOWN IN THE TABLES 2 AND 3.

THIS CONTRACT MUST BE AS DESCRIBED IN ACI 318-14 AND ARE

DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCING BARS USED IN6.1

REINFORCEMENT TABLE (GRADE 60), REFER TO TABLES 2 AND 36.

REINFORCING BARS AND FRESHLY PLACED CONCRETE.

SUPPORTED TO PREVENT THE BREAKING OF BOND BETWEEN THE

VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS MUST BE5.12

THE GQAR.

AND/OR THE MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY

SUPPORTED AS NEEDED IN ACCORDANCE WITH THE SPECIFICATIONS

HORIZONTAL BARS THAT ARE DRILLED AND GROUTED MUST BE5.11

DRAWINGS.

SHOWN IN TABLE 2 FOR THE RESPECTIVE BAR SIZE OR AS SHOWN ON THE

CONCRETE OR ROCK A DISTANCE EQUAL TO THE EMBEDMENT LENGTH

REINFORCING BARS SHOWN AS DRILL AND GROUT MUST BE PLACED INTO5.10

CONTRACTION JOINT.

REINFORCING BARS MUST NOT CONTINUE ACROSS AN EXPANSION OR5.9

ALL BARS MUST BE SPACED AS SHOWN ON DRAWINGS.5.8

THE SPECIFICATIONS AND/OR AS APPROVED BY THE GOVERNMENT.

CONTRACTOR MUST USE FOUNDATION BEARING CAPACITY AS SHOWN IN

ANY STRUCTURES BEARING ON THE GROUND THAT ARE DESIGNED BY THE12.2

THE ITEM/FEATURE AS WELL AS FURNISH IT.

STRUCTURAL DRAWINGS MEANS THAT THE CONTRACTOR MUST DESIGN

THE PHRASE "BY CONTRACTOR" THAT MAYBE FOUND ON VARIOUS12.1

MISCELLANEOUS12.0

OTHERWISE ON THE DRAWINGS.

WATERSTOPS MUST BE CENTERED IN JOINT GEOMETRY UNLESS NOTED11.3

MANUFACTURER'S RECOMMENDATIONS.

FIELD SPLICES AND CORNERS MUST BE HEAT FUSE WELDED PER11.2

OIL AND SUNLIGHT PRIOR TO INSTALLATION IN THE FORMS.

WATERSTOPS MUST BE STORED UNDER COVER TO PROTECT FROM DIRT11.1

WATERSTOPS11.0

DRAWINGS.

A HYDROPHILIC WATERSTOP AS INDICATED ON MECHANICAL PIPING

UNLESS NOTED OTHERWISE, EMBEDDED PIPES MUST BE WRAPPED WITH10.4

UNLESS OTHERWISE NOTED.

STYLE (GALVANIZED). WASHERS MUST MEET ASTM F436 (GALVANIZED)

BE GALVANIZED. ANCHOR NUTS MUST MEET ASTM A563, GRADE DH, HEX

ANCHORS) MUST MEET ASTM F1554, GRADE 36 REQUIREMENTS AND MUST

ALL EMBEDDED (CAST IN PLACE) THREADED ANCHOR RODS (CONCRETE10.3

REQUIREMENTS.

PROVIDED FOR CONNECTIONS AS NEEDED TO MEET MECHANICAL PIPING

STRUCTURES UNLESS NOTED OTHERWISE (U.N.O.). FLANGES MUST BE

SIZE AND MATERIAL OF THE MECHANICAL PIPING BEING ATTACHED TO THE

ALL PIPES SPECIFIED ON THE STRUCTURAL DRAWINGS MUST MATCH THE10.2

BE USED FOR OVERHEAD INSTALLATION SITUATIONS.

MUST NOT BE USED IN CONTINUOUS TENSION SITUATIONS AND MUST NOT

EXPOSED TO THE WEATHER MUST BE STAINLESS STEEL. ADHESIVE ANCHORS

MANUFACTURER'S PUBLISHED WRITTEN RECOMMENDATIONS. ALL ANCHORS

SECTION 05 20.00 25. CONCRETE ANCHORS MUST BE INSTALLED PER

POST INSTALLED ANCHORS MUST BE IN ACCORDANCE WITH SPECIFICATION10.1

EMBEDDED METALS10.0

PLACEMENT ON TO THE CONCRETE SURFACE.

CONFORMING TO FEDERAL SPECIFICATION TT-P-645B PRIOR TO

MUST BE COATED WITH ONE COAT OF ZINC MOLYBDATE PRIMER

ALUMINUM PIECES THAT WILL BE IN CONTACT WITH CONCRETE SURFACES

THE BOTTOM SURFACE OF ALL ALUMINUM BASE PLATES OR OTHER9.5

304, TYPE 308, OR TYPE 316 THAT CONFORMS TO ASTM A240

c. PLAIN WASHERS - FABRICATE FROM MATERIAL CONFORMING TO TYPE

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

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

AND FINISH INDICATED BELOW:

CONNECTIONS MUST BE OF THE MATERIAL, GRADE, TYPE, CLASS, STYLE,

ALL BOLTS, NUTS, AND WASHERS USED FOR STRUCTURAL ALUMINUM9.4

DONE AS NECESSARY TO OBTAIN THE SMOOTH JOINT.

THAT IS OBTAINED BY GRINDING, FORMING, SANDING, POLISHING, ETC.

DESIGNATED WELD JOINT MUST BE A HAND SMOOTH WELDED SURFACE

THE SYMBOL "G" SHOWN IN ALUMINUM WELD CALL OUTS MEANS THAT THE9.3

ENGINEER.

OR AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER AND

FIELD WELDING IS PERMITTED UNLESS NOTED ON THE DRAWINGS

AWS D1.2 WELDING CODE AND AS NOTED IN THE SPECIFICATIONS. NO

WELDING OF ALUMINUM MUST BE IN ACCORDANCE WITH PROVISIONS OF9.2

MEETING REQUIREMENTS OF ASTM B221.

ALL SHAPES, PLATES AND BARS MUST BE ALUMINUM ALLOY 6061-T69.1

ALUMINUM9.0

TO PREVENT SEIZURE, GALLING, AND GALVANIC CORROSION IN BOTH

S.S. FASTENERS MUST BE INSTALLED USING MARINE GRADE ANTI-SEIZE8.4

SECTION OF THESE NOTES.

FASTENERS MUST BE AS LISTED IN THE ALUMINUM CONNECTIONS8.3

OFFICER AND DESIGN ENGINEER.

ON THE DRAWINGS OR AUTHORIZED IN WRITING BY THE CONTRACTING

SPECIFICATIONS. NO FIELD WELDING IS PERMITTED UNLESS NOTED

PROVISIONS OF AWS D1.6 WELDING CODE AND AS NOTED IN THE

WELDING OF STAINLESS STEEL MUST BE IN ACCORDANCE WITH8.2

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S-001

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C A

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P .E

STAG.

DEMOLITION OF CONCRETE

NEW CONCRETE

STEEL

GROUT

STRUCTURAL LEGEND:

AND EMBEDDED PLATES)

SCREEN FRAMES, PERFORATION PLATE FRAMES,

(NOTE: TOLERANCES APPLY TO ASSEMBLED

MIX DESIGN 2 (f'c = 2500 PSI)

MINIMUM SPLICE AND EMBEDMENT LENGTHS (INCHES)

TABLE 3

LENGTH

EMBEDMENT

TOP BARS

NUMBER

BAR SIZE

SPL.

7'-6" 1'-6"

LENGTH

EMBEDMENT

BARS

OTHER

LENGTH

SPLICE

TOP BAR

LENGTH

SPLICE

BARS

OTHER

LENGTH

EMBEDMENT

HOOK

MINIMUM

NUMBER

BAR SIZE

LENGTH

EMBEDMENT

TOP BARS

LENGTH

EMBEDMENT

BARS

OTHER

LENGTH

SPLICE

TOP BAR

LENGTH

SPLICE

BARS

OTHER

LENGTH

EMBEDMENT

HOOK

MINIMUM

MIX DESIGN 1 (f'c = 4500 PSI)

MINIMUM SPLICE AND EMBEDMENT LENGTHS (INCHES)

TABLE 2

N

B E

M

S

R U

C T

U R

A L G

E N

E R

A L N

O T

E S

PARALLEL

OUT OF

"4

P D

T

PLATES

EDGE OUTSIDE

TOLERANCES FOR

END ELEVATION

AND STRAIGHTNESS

SQUARENESS

TOLERANCES FOR

FRONT ELEVATION

END

FAR

END

NEAR

STRAIGHTNESS

" OUT OF8

1 "16

STRAIGHT WITHIN

EDGES MUST BE

TOP & BOTTOM

PARALLEL

OUT OF

"4

SQUARE

OUT OF

"4

EXISTING CONCRETE

/1

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N

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A D

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N.T.S.

TYPICAL TOLERANCES

PORTLAND DISTRICT

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

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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

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A R

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IS

P

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A C

IL

IT

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P G

R A

X T

E R

D A

M A

N D

R E

S E

R V

O

IR

(SEE SN SERIES DRAWINGS)

POST-SORT POOLS

(SEE SM SERIES DRAWINGS)

SORTING STRUCTURE

(SEE SL SERIES DRAWINGS)

PRE-SORT POOL

(SEE SR SERIES DRAWINGS)

AWS INLET

(SEE SK SERIES DRAWINGS)

FISH LADDER

(SEE SK SERIES DRAWINGS)

AWS DIFFUSION CHAMBERS

(SEE SQ SERIES DRAWINGS)

RETURN TO RIVER STRUCTURE

(SEE SQ SERIES DRAWINGS)

OUTFALL STRUCTURE

(SEE ST SERIES DRAWINGS)

FISH LADDER CROSSING

M A

T T

H E

W D

H

A N

S O

N

P .E

A N

S I

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N B

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M H

E N

IN

G

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A R

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T S

IT

E

P L

A N

S T

R U

C T

U R

A L

G E

N E

R A

L

S-101

:1

(SEE SK SERIES DRAWINGS)

FISH LADDER ENTRANCE AND BULKHEAD

D X

F

.1

S -1

.d g n

(SEE SO SERIES DRAWINGS)

HOPPER CRANE STRUCTURE

(SEE SK SERIES DRAWINGS)

FISH SCREEN

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DRAWING PLOT SIZE: $BORDER$

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BORDER VERSION UPDATE [12-2015]

$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D

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ASPHALT POND

ASPHALT POND

MIDDLE FORK WILLAMETTE RIVER

P E N

G R

A R O

A D

ELECTRICAL SUBSTATION

M A N

A R R

O A D

3. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR BUILDING LOCATIONS.

2. SEE S-001 FOR STRUCTURAL GENERAL NOTES.

1. SEE G-001 FOR GENERAL NOTES SYMBOLS AND ABBREVIATIONS.

NOTES:

SCALE: 1" = 30'

PLAN

STRUCTURAL GENERAL ARRANGEMENT SITE

13'-6"

10'-0", TY

P

1", TYP.

PLATE, TYP.

2" x 3" FIGURE

OF FABRICATION)

" FOR EASE8

5UP TO

(THICKNESS MAY BE

" HDPE BOARD2

110" x

T

Y P

T

Y P

1", TYP. MOUNTED SS ANCHORS WITH 2" EMBEDMENT DEPTH.

INTERNALLY THREADED DROP-IN FLUSH2

1WALLS USING Ø

ATTACH THE ASSEMBLED GAUGE TO THE CONCRETE

10"

2" x 3" FIGURE PLATE, TYP.

HDPE BOARD

12"

SCALE: 1"= 1'-0"

6" 0 1'

", TYP.4

T

Y P

"2

" CLR4

STAFF GAUGE ASSY.

CONC. WALL

T

Y P

1 2 43 5

ALL EDGES

, TYP."8

1R

SCALE: 3"= 1'-0"

0 3" 6" 12"

W/STANDARD BRASS WASHER

THIN PATTERN BRASS NUT

2" x 3" FIGURE PLATE

HEAD MACHINE SCREW

" BRASS ROUND 2

1#8 x

1"

.25" �.625

� .1770" wu

HDPE BOARD

" MINIMUM THICKNESS 2

SCALE: 12"= 1'-0"

0 1" 2" 3"

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U/S END OF WEIR #32. ESTIMATED ELEVATION FOR TOP OF WEIR IS 670.82'.

SUCH THAT THE ZERO LEVEL MATCHES THE ELEVATION OF THE TOP OF THE OVERFLOW WEIR AT

12.STAFF GAUGE #8 TO BE INSTALLED IN THE FISH LADDER APPROACH POOL AND MUST BE PLACED

LONG STAFF GAUGES.

26.5 FT LONG STAFF GAUGE AND NEAR THE MIDDLE OF THE RANGE FOR THE 6 FT, 7 FT AND 8 FT

11.ELEVATION VALUES OF THE INTERMEDIATE 3 PLACE NUMBERS MUST BE ON THE FIVES FOR THE

ANCHORS LOCATED NEAR THE QUARTER POINT LOCATIONS OF THE UHMV BOARD.

DETAIL. IF ONE PIECE IS SUPPLIED, THEN INSTALL THE STAFF GAUGE WITH TWO ADDITIONAL

INSTALLED USING THREE ANCHORS PER PIECE AS INDICATED IN THE TYPICAL STAFF GAUGE

10.THE 26.5 FT LONG STAFF GAUGE MAY BE BUILT OF TWO OR THREE PIECES. THE PIECES MUST BE

9. THE 10" WIDE STAFF GAUGES MUST BE CENTERED IN THE BLOCKOUT SLOT WHEN INSTALLED.

ADJUSTMENT IS POSSIBLE.

STAFF GAUGE TO BE INSTALLED AT THE RESPECTIVE SITE SO THAT SOME ELEVATION

8. THE LENGTH OF THE BLOCKOUT SLOT MUST BE 1" LONGER THAN THE TOTAL HEIGHT OF THE

7. BLOCKOUTS ARE REQUIRED WHERE FISH CROWDERS PASS BY STAFF GAUGES.

WATER LEVELS MUST BE AS SHOWN IN THE "GAUGE PLACEMENT CHART" ON THIS SHEET.

6. WATER LEVELS SHOWN IN THE DETAILS ARE FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL

INSIDE A COUNTERBORED HOLE.

#8 x 1/2" RH BRASS M.S. NUTS AND LOCK WASHERS. NUTS MUST BE ON THE COVERED FACE

THE DIMENSIONS SHOWN. ATTACH STAFF GAGES AND FIGURE PLATES TO HDPE MATERIAL WITH

5. ALL STAFF GAUGES AND FIGURE PLATES TO BE ACCURATELY FABRICATED AND INSTALLED TO

AS MANUFACTURED BY POLYMER INDUSTRIES OR APPROVED EQUAL.

4. ALL HDPE MATERIAL MUST BE "NATURAL" OR WHITE IN COLOR, TYPE PE300, DENSETEL MARINE

PORCELAIN ENAMELED IRON OR APPROVED EQUAL.

3. ALL FIGURE PLATES MUST BE STEVENS WATER MONITORING SYSTEMS 2" x 3" BLACK AND WHITE

WHITE PORCELAIN ENAMELED IRON OR APPROVED EQUAL.

2. ALL STAFF GAUGES MUST BE STEVENS WATER MONITORING SYSTEMS TYPE "E" BLACK AND

STRUCTURAL GENERAL NOTES.

1. SEE SHEET G-001 FOR GENERAL NOTES SYMBOLS AND ABBREVIATIONS. SEE SHEET S-001 FOR

NOTES:

GAUGE TOP ELEV.

GAUGE TOP ELEV.

"32 1-

+0"

-0

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T

/1

/2

A D

U L T F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

W

N

R

D E

X T

E R D

A M A

N D R

E S

E R

V O

IR

D X

F .1

S -5

.d g n

A N

S I F

L O

C A

T

IO

N P

L A

N A

N D D

E T

A

IL

S

S T

A F F G

A U

G E

S

S-501

M A

T T

H E

W D

H A

N S

E N P .E

:1

C A

R L M

H A

R R

IS

P .E

A D

V E

R T

IS

E M W

IL

H

E L

M I

H E

N

IN

G E

R P

E

SCALE: 1" = 1'-0"

TYPICAL STAFF GAUGE ASSEMBLY

SCALE: 1" = 1'-0"

TYPICAL FIGURE PLATES

SCALE: 3" = 1'-0"

TYPICAL BLOCKOUT CROSS SECTION

N.T.S

STAFF GAUGES LOCATION PLAN

N.T.S.

DETAIL

SCALE: 12" = 1'-0"

TYPICAL INSTALLATION DETAIL

N.T.S.

DETAIL

COLOR AND IS INTENDED TO BE PRINTED IN COLOR

IMPORTANT: THIS DRAWING SHOWS DEMOLITION IN

19'-6"

PENETRATION

NEW 36" PIPE

TO BE REPLACED

EXISTING GRATING

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/1

/2

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T

M A

T T

H E

W D

H A

N S

O N P

E

A N

S I F

E M

IT

C

H E

L L

C A

R L M H

A R

R

IS

P

E

H E

N

IN

G E

R P

E

P O

W E

R H

O U

S E

D E

M O

L

IT

IO

N

SD101

:1

A D

U L T F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

D E

X T

E R D

A M A

N D R

E S

E R

V O

IR

D X

F .1

S

D .d g n

/1

/2

W

N

R

A D

V E

R T

IS

PENETRATION

INFORMATION ON 36" PIPE

SEE SD107 FOR

TO BE REPLACED

EXISTING GRATING

TO BE REPLACED

EXISTING GRATING

PENETRATION

NEW 36" PIPE

COLOR AND IS INTENDED TO BE PRINTED IN COLOR

IMPORTANT: THIS DRAWING SHOWS DEMOLITION IN

APPROX. EL 641.57 (NAVD 88)

WITH PIPE LAYOUT

VERIFY ELEV IN FIELD AND

ADDITIONAL INFORMATION

NOTE: SEE SHEET SD107 FOR

APPROX. EL 637.75 (AS-BUILT)

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/1

/2

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T A

D U

L T F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

D E

X T

E R D

A M A

N D R

E S

E R

V O

IR

D X

F .1

S

D .d g n

/1

/2

W

N

R

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I F

E M

IT

C

H E

L L

C A

R L M

H A

R R

IS

P .E

H E

N

IN

G E

R P

E

F

IS

H W

A Y

D E

M O

L

IT

IO

N

SD102

:1

A D

V E

R T

IS

TO BE REPLACED

EXISTING GRATING/WALKWAY

COLOR AND IS INTENDED TO BE PRINTED IN COLOR

IMPORTANT: THIS DRAWING SHOWS DEMOLITION IN

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/1

/2

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T A

D U

L T F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

D E

X T

E R D

A M A

N D R

E S

E R

V O

IR

D X

F .1

S

D .d g n

/1

/2

W

N

R

M A

T H

H E

W D

H A

N S

O N P .E

A N

S I F

E M

IT

C

H E

L L

C A

R L M

H A

R R

IS

P .E

H E

N

IN

G E

R P

E

P O

W E

R H

O U

S E

D E

M O

L

IT

IO

N

SD103

:1

A D

V E

R T

IS

19'-6"

COLOR AND IS INTENDED TO BE PRINTED IN COLOR

IMPORTANT: THIS DRAWING SHOWS DEMOLITION IN

SEE SD107 FOR MORE INFORMATION

2'-8"

DEMO EXISTING GRATING

DEEPER DEMO FOR PIPE, SEE SD107

TYPICAL GRAVITY WALL DEMO PER SD102

7'-6"

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T A

D U

L T F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

D E

X T

E R D

A M A

N D R

E S

E R

V O

IR

D X

F .1

S

D .d g n

/1

/2

A D

V E

R T

IS

E W

N

R

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I F

E M

IT

C

H E

L L

C A

R L M

H A

R R

IS

P .E

H E

N

IN

G E

R P

E

F

IS

H W

A Y

D E

M O

L

IT

IO

N

SD104

:1

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/1

/2

SEE NOTE

POND FROM DAMAGE

SHARED WITH JUVENILE

PROTECT EXISTING WALL

COLOR AND IS INTENDED TO BE PRINTED IN COLOR

IMPORTANT: THIS DRAWING SHOWS DEMOLITION IN

COR.

IS STABILIZED AND STRUT REMOVAL IS APPROVED BY

CONSTRUCTION. DO NOT REMOVE STRUTS UNTIL WALL

ENSURE STABILITY OF WALL AT ALL TIMES DURING

DISPLACEMENT. CONTRACTOR IS REQUIRED TO

PROTECT EXISTING WALL FROM DAMAGE AND

NOTE:

OF DEMOLITION

SEE SR101 FOR END

D

C

A

B

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

1 2 3 4 5 6

E

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/1

/2

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

D A

T E

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

IS

T R

IC

T A

D U

L T F

IS

H F

A C

IL

IT

Y U

P G

R A

D E

D E

X T

E R D

A M A

N D R

E S

E R

V O

IR

D X

F .1

S

D .d g n

/1

/2

A D

V E

R T

IS

E W

N

R

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I F

E M

IT

C

H E

L L

C A

R L M

H A

R R

IS

P

H E

N

IN

G E

R P

E

F

IS

H W

A Y

D E

M O

L

IT

IO

N

SD105

:1