FCFF-INFO-DWGS.pdf

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G2ecdjem

DRAWING PLOT SIZE: $BORDER$

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NOT SHOWN

THRUST BLOCK

EXISTING CONCRETE

4.) SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES.

3.) SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS.

2.) SEE SHEET G-002 FOR ABBREVIATIONS LIST.

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

MIGRANT FACILITY

EXISTING UPSTREAM

PIPES

TYP FOR ALL 3 FWS BY-PASS

MIGRANT SEPARATOR UNITS.

OF EXIST DOWNSTREAM

EMBEDDED FRAME IN WALL

MIGRANT BYPASS PIPES

EXISTING DOWNSTREAM

EXISTING WALKWAY

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FISH FWS DISCHARGE ISOMETRIC ARRANGEMENT - LOOKING SOUTHWEST

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12"0 5'

"= 1'-0"4

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DIMENSIONS. TYP. 3 PLACES

ARE PRESENT, CONSTRUCT PER FIELD VERIFIED

MATCH THOSE SHOWN ON FLD-3-2. IF DIFFERENCES

FLD-3-2. FIELD VERIFY THAT AS BUILT CONDITIONS

CONSTRUCT PER INFORMATIONAL DRAWING

RECTANGULAR BY-PASS PIPE SECTIONS.

REMOVE EXISTING AND PROVIDE NEW

ON STIFFENERS SHALL BE CONTINUOUS.

STRUCTURAL WELDING. ALL FILLET WELDS

ACCORDANCE WITH SECTION 05 05 23.00 25,

WELD RECTANGULAR BYPASS PIPES IN

EXISTING UPSTREAM MIGRANT FACILITY NOT SHOWN FOR CLATIRY

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

SECTION 09 97 02.00 25, PAINTING: HYDRAULIC STRUCTURES.

6.) COATING SYSTEM SHALL BE FUSION BONDED EPOXY PER

MORE INFORMATION.

5.) SEE INFORMATIONAL DRAWINGS FLD-3-2 AND FLD-3-3 FOR

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

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-R -0

TYP. 3 PLACES.

BY-PASS PIPES TO BOLT PATTERN ON EMBEDDED FRAMES.

MATCH DRILL CONNECTING FLANGE ON NEW RECTANGULAR

PROVIDE NEW HOT DIP GALVANIZED NUTS AND WASHERS.

REUSE EXISTING EMBEDDED FRAMES AND THREADED RODS.

N -1

-C -0

8FISH FACILITY WATER SUPPLY DISCHARGE- PLAN VIEW

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"= 1'-0"4

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� EL. 668.62'

� EL. 665.37'

EL. 672'

INVERT EL. 672.62'

EMBEDDED FRAME

EL. 654.62'

24"Ø 24"Ø

20"Ø

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NOT SHOWN FOR CLARITY

AND WALKWAY

EXISTING FISH FACILITY

SEE NOTE 19.

SEE NOTE 18. REPLACE ALL FASTENERS.

BY-PASS PIPE. TYP 3 PLACES.

GASKETS. 2 PER RECTANGULAR

REPLACE RECTANGULAR FLANGE

APPROX EXISTING GRADE (EL. 668')

TYP 3 PLACES

TO ELBOW

CJP. PIPE SPOOL

THRUST BLOCK OUTLINE

BURIED CONCRETE

SEE NOTES 7 AND 8.

ELBOW. TYP 3 PLACES.

GROOVED COUPLING AND

PIPE SPOOL BETWEEN

GALVANIZED.

ASTM A563 AND ASTM F436, RESPECTIVELY AND SHALL BE HOT DIP

WASHERS. NEW BOLTS, NUTS AND WASHERS SHALL PER ASTM A307,

EXISTING EMBEDDED FRAME BOLTS WHILE PROVIDING NEW NUTS AND

19.) REPLACE RECTANGULAR BY-PASS PIPE FLANGE FASTENERS. RE-USE

MATCH DRILL TO FLANGE BOLT PATTERN.

" THICK AND SHALL BE MADE OF SBR RUBBER.8

118.) GASKETS SHALL BE

DISPOSED AT AN APPROVED OFF-SITE DISPOSAL SITE.

17.) ALL EXCAVATED MATERIALS, INCLUDING PAVEMENT DEBRIS, SHALL BE

LIGHT WEIGHT HAND OPERATED COMPACTION EQUIPMENT.

16.) COMPACTION WITHIN 2 FEET OF THE PIPES SHALL BE ACCOMPLISHED WITH

DRY DENSITY, PER ASTM D-1557.

MOISTURE CONTENT, AND COMPACTED TO AT LEAST 92% OF THE MAXIMUM

15.) BACKFILL SHALL BE PLACED IN 8" MAXIMUM LIFTS, WITHIN 2% OF THE OPTIMUM

AND A COEFFICIENT OF CURVATURE (Cc) BETWEEN 1.0 AND 3.0.

PASSING THE NO. 200 SIEVE; WITH A COEFFICIENT OF UNIFORMITY (Cu) > 4.0, " MINUS, CRUSHED ROCK, WITH LESS THAN 5% 2

1 FREE DRAINING, 1

14.) BACKFILL EXCAVATIONS WITH WELL GRADED, DURABLE, NON-WEATHERED,

13.) DEWATER EXCAVATIONS AS NEEDED.

EXCAVATION SHALL BE REPLACED, IN-KIND, FOLLOWING BACKFILLING.

12.) ANY PAVEMENT SECTIONS DAMAGED OR REMOVED DURING

TO REMAIN.

NOT DAMAGE THE PIPE SECTIONS OF OTHER NEARBY STRUCTURES

11.) EXCAVATE AROUND EXISTING PIPES IN A MANNER THAT DOES

PRIOR TO GRADING.

AND THEIR EXTENT AND DEPTHS SHALL BE APPROVED BY THE CO

ADJACENT TO THE FISH FACILITY WATER SUPPLY DISCHARGE,

10.) EXCAVATIONS SHALL BE LIMITED TO THOSE AREAS IMMEDIATELY

9.) ALL EXCAVATIONS SHALL COMPLY WITH EM 385-1-1.

TYP. ALL DISCHARGE PIPES.

TRANSITION, AND RECTANGULAR BY-PASS PIPE.

8.) REMOVE EXISTING AND PROVIDE NEW GROOVED COUPLING,

STRUCTURES.

EPOXY PER SECTION 09 97 02.00 25, PAINTING: HYDRAULIC

40 05 13.00 25. COATING SYSTEM SHALL BE FUSION BONDED

7.) MATERIALS SHALL CONFORM TO SPECIFICATION SECTION

40 05 14.00 25, WELDING PROCESS PIPING

6.) WELDING SHALL BE IN ACCORDANCE WITH SECTION

MORE INFORMATION.

5.) SEE INFORMATIONAL DRAWINGS FLD-3-2 AND FLD-3-3 FOR

AND SPECIFICATIONS.

4.) SEE SHEET M-001 FOR GENERAL MECHANICAL NOTES

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

TYP 3 PLACES. SEE NOTES 7 AND 8.

SEE INFORMATIONAL DRAWINGS FLD-3-2 AND FLD-3-3.

FLD-3-3. TYP. SEE NOTES 7 AND 8.

INFORMATIONAL DRAWING FLD-3-2 AND

" THICK STEEL PLATE SEE 8

3MADE FROM

ROUND TO RECTANGULAR TRANSITION.

ABOVE GROUND. SEE NOTES 7 AND 8.

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TYP 3 PLACES

ELBOW TO TRANSITION

NEW FLANGED CONNECTION

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FISH FACILITY WATER SUPPLY DISCHARGE - ELEVATION

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TYP. 2 PLACES.

USING NEW GASKET AND FASTENERS.

REMOVE VALVE AND INSTALL BLIND FLANGE

SCALE: NONE

GASKETS AND FASTENERS.

ON BOTH ENDS OF PIPING USING NEW

REMOVE VALVE AND INSTALL BLIND FLANGES

N -1

-R -0

GALVANIZED.

6.) NEW FLANGE FASTENERS FOR THIS SHEET SHALL BE HOT DIP

CONTRACTOR.

5.) ALL ITEMS REMOVED SHALL BECOME PROPERTY OF THE

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

N -1

-C -0

PHOTO LOOKING SOUTHEAST UNDER DISCHARGE PIPES

FISH FACILITY WATER SUPPLY DISCHARGE

PHOTO LOOKING NORTH UNDER DISCHARGE PIPES

FISH FACILITY WATER SUPPLY DISCHARGE