little boston chum hatchery intake system upgrade …
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PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
LITTLE BOSTON CHUM HATCHERY INTAKE SYSTEM UPGRADE PROJECTPORT GAMBLE S'KLALLAM TRIBE
JULY 2019
PRELIMINARY
NOT FOR CONSTRUCTION
TO BE UPDATED
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19
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104
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104
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Edmonds
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Poulsbo
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Kingston
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524
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307
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Port
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Gamble
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HOODS CANAL
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PUGET SOUND
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Hansville Rd NE
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WAHKIAKUM
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COWLITZ
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CLARK
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SKAMANIA
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KLICKITAT
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KITTITAS
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DOUGLAS
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CHELAN
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OKANOGAN
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PEND
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OREILLE
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STEVENS
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FERRY
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LINCOLN
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SPOKANE
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WHITMAN
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ADAMS
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FRANKLIN
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GARFIELD
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GRANT
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WALLA
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WALLA
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COLUMBIA
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ASOTIN
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BENTON
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THURSTON
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LEWIS
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PIERCE
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CLALLAM
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JEFFERSON
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GRAYS
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HARBOR
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MASON
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PACIFIC
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KITSAP
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KING
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WHATCOM
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SKAGIT
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SNOHOMISH
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YAKIMA
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SAN
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JUAN
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ISLAND
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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GENERAL
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COVER SHEET
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G-1
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1
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F POSTLEWAITE
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D LEUNG
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-
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-
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6-XX-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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2
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3
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4
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5
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6
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E
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D
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C
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B
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A
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REDMOND, WA.
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VICINITY MAP
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DRAWING INDEX
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DWG NO.DESCRIPTIONDESCRIPTION
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G-1 COVER SHEET COVER SHEET G-2 SYMBOL AND ABBREVIATION SYMBOL AND ABBREVIATION G-3 PROCESS FLOW DIAGRAM PROCESS FLOW DIAGRAM G-4 OVERALL SITE PLAN OVERALL SITE PLAN G-5 SPECIFICATIONS 1 SPECIFICATIONS 1 G-6 STRUCTURAL SPECIFICATIONS 1 STRUCTURAL SPECIFICATIONS 1 G-7 STRUCTURAL SPECIFICATIONS 2 STRUCTURAL SPECIFICATIONS 2 G-8 TESC DETAILS TESC DETAILS C-1 HATCHERY PLAN HATCHERY PLAN C-2 INLET PLAN INLET PLAN C-3 SUPPLY PIPE PLAN AND PROFILE 1 SUPPLY PIPE PLAN AND PROFILE 1 C-4 SUPPLY PIPE PLAN AND PROFILE 2 SUPPLY PIPE PLAN AND PROFILE 2 C-5 INLET PLAN AND SECTIONSINLET PLAN AND SECTIONS
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DWG NO.DESCRIPTIONDESCRIPTION
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M-1 INLET DETAILS 1 INLET DETAILS 1 M-2 INLET DETAILS 2 INLET DETAILS 2 M-3 DRUM FILTER PIPING AND EQUIPMENT PLAN AND SECTIONS DRUM FILTER PIPING AND EQUIPMENT PLAN AND SECTIONS M-4 UV ASSEMBLY AND AERATOR DETAILSUV ASSEMBLY AND AERATOR DETAILS
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S-1 INLET STRUCTURE PLAN AND DETAILS INLET STRUCTURE PLAN AND DETAILS S-2 DRUM FILTER PLAN AND SECTIONSDRUM FILTER PLAN AND SECTIONS
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LOCATION MAP
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GENERAL
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CIVIL
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STRUCTURAL
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MECHANICAL
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PROJECT LOCATION (180 PORT JULIA, KINGSTON, WA 98346)
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PROJECT LOCATION
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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GENERAL
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SYMBOL AND ABBREVIATION
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G-2
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2
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F POSTLEWAITE
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D LEUNG
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-
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-
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6-XX-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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2
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3
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4
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5
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6
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E
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D
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C
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B
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A
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REDMOND, WA.
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FLANGED COUPLING ADAPTER
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MATERIAL SYMBOLOGY
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CONCRETE (PLAN AND SECTION)
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GROUT OR SAND (PLAN AND SECTION)
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CMU (PLAN AND SECTION)
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STEEL/METAL/FRP (SMALL SCALE SECTION)
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CHECKERPLATE OR SOLID FRP GRATING (PLAN)
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CHECKERPLATE (SECTION)
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GRATING (PLAN)
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GRATING OR SOLID FRP GRATING (SECTION)
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EXISTING GRADE (SCREENED)
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GRAVEL/DRAINROCK/AGGREGATE BASE
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VALVES
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HOSE BBB VALVE
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FROM TOP, FRONT AND SIDE VIEW
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GATE VALVE
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CHECK VALVE
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BUTTERFLY VALVE
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BALL CHECK VALVE
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BALL VALVE
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ANGLE CHECK VALVE
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ANGLE VALVE
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AIR VACUUM, AIR RELEASE, OR
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AIR VACUUM AND AIR RELEASE ASSEMBLY
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4 WAY MULTI-PORT VALVE
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3 WAY MULT-PORT VALVE
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GENERAL SYMBOLOGY
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NEW CONSTRUCTION
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EXISTING
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FUTURE
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EXISTING TO BE REMOVED OR DEMOLISHED
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/
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###
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0
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@
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COORDINATE POINT
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ROUND OR DIAMETER
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AT
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ANGLE
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CENTERLINE
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C
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L
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MISCELLANEOUS
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FITTINGS & ACCESSORIES
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FLEXIBLE CONNECTION
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OR
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FLOOR DRAIN
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FLOOR SINK
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PIPE SUPPORT (PLAN)
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REDUCER - CONCENTRIC
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SLEEVE TYPE COUPLING
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UNION
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REDUCER - ECCENTRIC
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MECHANICAL TYPE COUPLING
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HUB DRAIN
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FLOOR CLEANOUT
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FCO
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FCO
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R
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SPA
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CONTINUED, CONTINUOUS
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CONT
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DEGREES
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FLOOR
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FULL PENETRATION
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EXTERIOR
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EXISTING
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EQUAL
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ELEVATION
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EACH FACE
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EACH
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EAST, EASTING, EXHAUST
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DETAIL
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DUCTILE IRON PIPE
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DIAMETER
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DUCTILE IRON
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FP
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FLR
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F
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EL
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EXT
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EXIST
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EQ
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EF
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DI
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DTL
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EA
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E
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E
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DIP
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DIA
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D
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DEG
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NOM
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N/A
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NTS
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NO
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N
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N
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MISC
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MIN
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MECH
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MAX
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LOC
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LB(S)
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M
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LLH
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L
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LF
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NOMINAL
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NUMBER
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NOT APPLICABLE
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NOT TO SCALE
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NORTH, NORTHING, ENERGY
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WS
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V
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VERT
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W
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V
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UHMW
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UNO
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U
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MISCELLANEOUS
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MINIMUM, MINUTES
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MECHANICAL
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MAXIMUM
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LOCATION
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LINEAR FEET
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POUND(S)
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LONG LEG HORIZONTAL
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SW
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T
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TYP
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THK
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TOC
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SYMM
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STD
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STL
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STA
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SPEC
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SQ
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COLUMN
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CENTERLINE
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CONSTRUCTION
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CONNECTION
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CONCRETE
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CLEAR
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CAST IRON
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BETWEEN
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BENCH MARK
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BUILDING
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APPROXIMATE
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ANCHOR
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ALUMINUM
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ALTERNATE
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ANCHOR BOLT
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CONC
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CONST
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CONN
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COL
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CLR
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CL
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CI
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C
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BM
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BTWN
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BLDG
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B
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ANCH
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APPROX
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AL, ALUM
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ALT
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ANCB
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A
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I
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K
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KIP
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JT
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JB
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J
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INV
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IE
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IN
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ID
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H
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HORIZ
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HDPE
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HB
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HP
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KIP (1000 POUNDS)
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JOINT
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JUNCTION BOX
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INVERT ELEVATION
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INSIDE DIAMETER
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INVERT
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INCH
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SCH
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SIM
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SHT
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S
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S
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REQ, REQD
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REINF
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REF
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RED
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HIGH DENSITY POLYETHYLENE
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HORSEPOWER
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HORIZONTAL
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HOSE BIBB
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R
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SPACES, SPACING
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ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE
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UNLESS NOTED OTHERWISE
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WATER SURFACE
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VERTICAL
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VALVE
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TOP OF CONCRETE
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SWITCH
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TYPICAL
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THICK
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SYMMETRICAL
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STANDARD
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STEEL
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STATION
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SQUARE
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SPECIFICATION
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SCHEDULE
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SIMILAR
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SHEET
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SOUTH, SECONDARY, SLOPE
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REQUIRED
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REINFORCING
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REFERENCE
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REDUCER
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RADIUS
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ABBREVIATIONS
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REFERENCE SYMBOLS
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DETAIL IDENTIFICATION
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SHEET ON WHICH
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DETAIL IS SHOWN
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DETAIL NUMBER
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SHEET ON WHICH
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DETAIL IS CALLED-OUT
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SECTION IDENTIFICATION
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SECTION LETTER
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SHEET ON WHICH
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SECTION IS SHOWN
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SHEET ON WHICH
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SECTION IS CUT
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1
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S-500
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A
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S-500
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SECTION-DESC
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A
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S-100
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DETAIL-DESC
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1
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S-100
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FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY STANDARD SYMBOLS.
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MISC CIVIL
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GEOTECHNICAL BORING
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SURVEY CONTROL POINT
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AIR PIPING
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AIR
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H
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HOIST
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SS
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STAINLESS STEEL
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D
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DELTA (ANGLE OF BEND)
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AIR COMPRESSOR
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COMP
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HTR
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HEATER
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LLV
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LONG LEG VERTICAL
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MM
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SCN
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SCREEN
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CALLOUTS
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AB%%UCD%%U - %%UABCD##%%U - %%U##
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DEVICE ABBREVIATION
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FACILITY SYSTEM ABBREVIATION
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DEVICE NUMBER
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00: PRIMARY DEVICE
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01-0*: SUB-DEVICE
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HSS
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HOLLOW STRUCTURAL SECTION
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TOW
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TOP OF WALL
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W/
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WITH
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AND
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&
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THRU
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THROUGH
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T
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TERTIARY, TANGENT, TUBE
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LT
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LEFT
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RT
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RIGHT
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TOG
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TOP OF GRATING
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CHANNEL STRUCTURAL MEMBER
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C
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W
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WEST, WIDE FLANGE BEAM
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RH
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RIGHT HAND
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MB
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MACHINE BOLT
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PLATE
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P
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L
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XS
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X
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EXTRA STRONG
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XXS
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DOUBLE EXTRA STRONG
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LG
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LONG
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WT
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HALF WIDE FLANGE TEE SECTION
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SUB
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SUBMERGENCE
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MFG
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MANUFACTURER
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AIR VALVE
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AV
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WSEL
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WATER SURFACE ELEVATION
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ASSEMBLY
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ASSY
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RPM
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REVOLUTIONS PER MINUTE
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SEC
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SECONDS
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DOWNSTREAM
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DS
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US
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UPSTREAM
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MACH
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MACHINE
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TPI
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TURNS PER INCH
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BEGIN CURVE
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BC
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SDR
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STANDARD DIMENSION RATIO
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IPS
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IRON PIPE SIZE
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MILLIMETERS
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%%P
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PLUS/MINUS
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DRAWING
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DWG
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#
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POUNDS
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MCC
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MOTOR CONTROL CENTER
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AMERICAN SOCIETY OF CIVIL ENGINEERS
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ASCE
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FOOT OR FEET
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FT
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FLAT BAR
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FB
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FIBER REINFORCED PLASTIC (FIBERGLASS)
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FRP
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FISH SEPARATOR
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FS
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FLANGE
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FL, FLG
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FEMALE IRON PIPE THREAD
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FIP
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FIGURE
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FIG
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OPP
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OD
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OC
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O
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OPPOSITE
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OUTSIDE DIAMETER
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ON CENTER
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OVS
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OVERSIZE
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OP
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OPERATOR
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GAUGE OR GAGE
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GA
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GRS
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GRTG
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GPM
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GALV
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GAL
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GALVANIZED RIGID STEEL
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GRATING
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GALLONS PER MINUTE
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GALVANIZED
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GALLONS
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GV
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G
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GATE VALVE
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PE
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PVC
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PT
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PNL
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PSIG
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PERF
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PL
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P
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PLAIN END, POLYETHYLENE
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POLYVINYL CHLORIDE
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POUNDS PER SQUARE INCH GAGE
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POINT OF TANGENCY
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PANEL
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PERFORATED
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PLATE
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P
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PRIMARY, PUMP, PRESSURE
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PEN
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PENETRATION
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PIT
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PASSIVE INTEGRATED TRANSPONDER
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PI
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POINT OF INTERSECTION
AutoCAD SHX Text
PS
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PRESSURE SWITCH
AutoCAD SHX Text
L
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ANGLE
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VAC
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VOLTS ALTERNATING CURRENT
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VDC
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VOLTS DIRECT CURRENT
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NEU
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NEUTRAL
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GND
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GROUND
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PSI
AutoCAD SHX Text
POUNDS PER SQUARE INCH
AutoCAD SHX Text
W/O
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WITHOUT
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PLN
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PLENUM
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TSC
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TERTIARY SCREEN
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LVL
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LEVEL
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CHANNEL
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CHNL
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DIFFERENTIAL PRESSURE
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DP
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PSC
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PRIMARY SCREEN
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XMITTER
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TRANSMITTER
AutoCAD SHX Text
PRI
AutoCAD SHX Text
PRIMARY
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AIR VACUUM AIR RELEASE
AutoCAD SHX Text
AVAR
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FINISHED FLOOR
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FF
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ADJUSTMENT
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ADJ
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T+B
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TOP AND BOTTOM
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DRAIN WASTE & VENT
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DWV
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GRV
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GROOVE
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(EXCEPT STRUCTURAL S-DRAWINGS)
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FINISHED GRADE
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ALL-TREAD ROD
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ATR
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ANCHOR BOLT
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AB
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BOTTOM
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BUTTERFLY VALVE
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BOT
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BV
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CAST IN PLACE
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CIP
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DIAGONAL
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DIAG
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DIMENSION
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DIM
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EACH WAY
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EQUIVALENT
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EQUIV
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EW
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FOUNDATION
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FDN
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GR
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GRADE
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HDG
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HOT-DRIPPED GALVANIZED
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INT
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INTERIOR
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PERP
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PERPENDICULAR
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PSF
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POUNDS PER SQUARE FOOT
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TOF
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TOP OF FOOTING
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TOS
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TOP OF SLAB, TOP OF STEEL
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WWM
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WELDED WIRE MESH
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CORRUGATED METAL PIPE
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CMP
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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DATE
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GENERAL
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PROCESS FLOW DIAGRAM
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G-3
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3
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F POSTLEWAITE
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D LEUNG
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-
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-
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6-XX-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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CHECKED
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DATE
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8
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PROCESS FLOW DIAGRAM
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NOTES: 1. SEE NOTES 1, 2, 3, AND 5 UNDER ELECTRICAL SECTION, SHEET G-5. SEE NOTES 1, 2, 3, AND 5 UNDER ELECTRICAL SECTION, SHEET G-5. 2. SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5. SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5. 3. SEE NOTE 4 UNDER ELECTRICAL, SHEET G-5. SEE NOTE 4 UNDER ELECTRICAL, SHEET G-5. 4. SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5. SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5. 5. SEE NOTE 6 UNDER ELECTRICAL, SHEET G-5. SEE NOTE 6 UNDER ELECTRICAL, SHEET G-5. 6. SEE NOTE 1 UNDER SPECIAL CONSTRUCTION, SHEET G-5. SEE NOTE 1 UNDER SPECIAL CONSTRUCTION, SHEET G-5. 7. SEE NOTE 7 UNDER ELECTRICAL, SHEET G-5. SEE NOTE 7 UNDER ELECTRICAL, SHEET G-5. 8. SEE NOTE 4 UNDER EQUIPMENT, SHEET G-5.SEE NOTE 4 UNDER EQUIPMENT, SHEET G-5.
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EXISTING 200A 120/240V PANEL
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20A SINGLE POLE CB (SEE NOTE 1)
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15A SINGLE POLE CB (SEE NOTE 1)
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35A 2 POLE CB (SEE NOTE 1)
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15A 2 POLE CB (SEE NOTE 1)
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UV PANEL (SEE NOTE 2)
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DISCONNECT (SEE NOTE 3)
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UV EQUIPMENT
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DISCONNECT (SEE NOTE 3)
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DRUM FILTER PANEL (SEE NOTE 4)
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0.75 HP
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2 HP
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1.5 KW
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6" PVC HEADER PIPE
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AERATION TOWER
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INCUBATION SUPPLY
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GRADE
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GRADE
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DRUM FILTER BACKWASH
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LED LIGHT, TYP. OF 2 (SEE NOTE 5)
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DRUM FILTER (SEE NOTE 4)
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4" PVC WASTE PIPE
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FILTER BUILDING (SEE NOTE 6)
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LIGHT SW (SEE NOTE 7)
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GFI DUPLEX OUTLET (SEE NOTE 7)
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SLUICE GATE
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TRASH RACK
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POOL INVERT
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NOT TO SCALE
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INLET SCREEN
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INLET STRUCTURE
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STAFF GAGE (SEE NOTE 8)
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OVERFLOW WEIR
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10" HDPE PIPE
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GRADE
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EXISTING 30" CMP CULVERT
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2-12 AWG & 1-12 AWG GND
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2-14 AWG & 1-14 AWG GND
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10" BV
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10" HDPE PIPE
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10" BV
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3 #10 AWG & 1-#10 AWG GND
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3-#8 AWG & 1-#8 AWG GND
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6" BV
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6" HDPE DRAIN
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12" PVC DRAIN
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10" BV
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ADULT HANDLING POND
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10" HDPE PIPE
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6" PVC RACEWAY SUPPLY
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10" PVC PIPE
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10" BV
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4" DRAIN
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RACEWAY SUPPLY
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6" PVC PIPE
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6" HDPE DRAIN
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8" BV
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8" BV
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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110
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OVERALL SITE PLAN
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G-4
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4
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F POSTLEWAITE
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D LEUNG
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REDMOND, WA.
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OVERALL SITE PLAN
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SCALE: 1"=
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0
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20
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20
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10
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20'
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EXISTING INLET STRUCTURE
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ACCESS ROAD
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EXISTING ACCESS GATE
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EXISTING HDPE DRAIN OUTLET
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EXISTING CULVERT
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FOG LINE
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POINT JULIA
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EXISTING TRAIL
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WOOD DECK
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AERATOR SLAB EL. 100.00 (SEE NOTE 2)
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CL ROAD (POINT JULIA)
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EXISTING CONCRETE RETAINING WALL
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EXISTING CONCRETE BARRIERS
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1
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C-1
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APPROX. LOCATION OF EXISTING SUPPLY PIPING (TO BE LOCATED BY CONTRACTOR)
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NOTES: 1. CONTOURS ARE APPROXIMATE, BASED ON FIELD SURVEY AND INTERPOLATION. CONTOURS ARE APPROXIMATE, BASED ON FIELD SURVEY AND INTERPOLATION. 2. ELEVATIONS ARE LOCAL BASED ON TOP OF AERATOR SLAB = 100.00 ELEVATIONS ARE LOCAL BASED ON TOP OF AERATOR SLAB = 100.00 3. LOCAL HORIZONTAL COORDINATE SYSTEM X-Y CARTESIAN PLANE (X APPROXIMATELY EAST, Y APPROXIMATELY NORTH) BASED ON NAIL AT THE END LOCAL HORIZONTAL COORDINATE SYSTEM X-Y CARTESIAN PLANE (X APPROXIMATELY EAST, Y APPROXIMATELY NORTH) BASED ON NAIL AT THE END OF THE DOCK, LOCALIZED AT X = 0.00 AND Y = 0.00, WITH ELEVATION BASED ON AERATOR SLAB 4. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. 5. FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-15 UNDER TEMPORARY EROSION AND SEDIMENT CONTROL NOTES, SHEET G-5. FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-15 UNDER TEMPORARY EROSION AND SEDIMENT CONTROL NOTES, SHEET G-5. 6. FOR HDPE PIPING, SEE NOTE 1 UNDER PIPING, SHEET G-5. FOR HDPE PIPING, SEE NOTE 1 UNDER PIPING, SHEET G-5. 7. FOR PVC PIPING, SEE NOTE 2 UNDER PIPING, SHEET G-5. FOR PVC PIPING, SEE NOTE 2 UNDER PIPING, SHEET G-5. 8. FOR DRUM FILTER, SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5. FOR DRUM FILTER, SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5. 9. FOR UV TREATMENT, SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5.FOR UV TREATMENT, SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5.
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2
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C-2
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INLET PLAN
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3
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C-3
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SUPPLY PIPE PLAN AND PROFILE 1
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4
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C-4
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SUPPLY PIPE PLAN AND PROFILE 2
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BM 1 (SEE NOTE 3)
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BM 2
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BM 4
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BM 3
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HATCHERY PLAN
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BENCHMARKS NUMBER DESCRIPTION X Y Z DESCRIPTION X Y Z X Y Z Y Z Z BM 1 NAIL IN END OF DOCK 0.00 0.00 100.42 NAIL IN END OF DOCK 0.00 0.00 100.42 0.00 0.00 100.42 0.00 100.42 100.42 BM 2 EAST CORNER OF POND 70.78 11.45 99.01 EAST CORNER OF POND 70.78 11.45 99.01 70.78 11.45 99.01 11.45 99.01 99.01 BM 3 DS END OF 30" CMP CULVERT CROWN 336.26 99.62 109.43 DS END OF 30" CMP CULVERT CROWN 336.26 99.62 109.43 336.26 99.62 109.43 99.62 109.43 109.43 BM 4 SW CORNER OF EXISTING INLET STRUCTURE 439.07 98.03 113.61SW CORNER OF EXISTING INLET STRUCTURE 439.07 98.03 113.61439.07 98.03 113.6198.03 113.61113.61
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TIDE LINE
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EXISTING HDPE PIPE
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EXISTING RACEWAYS
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AERATOR TOWER
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UV TREATMENT, SEE NOTE 9
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FILTER AREA, SEE NOTE 8
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CONSTRUCTION LIMITS
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10" HDPE PIPE, SEE NOTE 6
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EXISTING HDPE DRAIN
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OVERFLOW CHANNEL
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OVERFLOW WEIR
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INLET STRUCTURE
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MATCHLINE, STA. 2+22.63
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CONSTRUCTION LIMITS
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CONSTRUCTION LIMITS
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TEMPORARY DIVERSION PIPE, SEE NOTE 5
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TEMPORARY DIVERSION PIPE, SEE NOTE 5
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10" PVC PIPING, SEE NOTE 7
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FILTER FENCING, SEE NOTE 4
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FILTER FENCING, SEE NOTE 4
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X: -62.99 Y: 113.36
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X: -96.16 Y: 58.20
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X: -24.88 Y: 32.09
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X: 37.93 Y: -55.23
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X: 179.91 Y: 38.94
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X: 321.34 Y: 89.68
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X: 537.03 Y: 77.04
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X: 540.51 Y: 98.25
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X: 432.00 Y: 128.67
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X: 387.08 Y: 131.34
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X: 292.04 Y: 142.17
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X: 322.91 Y: 116.58
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X: 147.14 Y: 53.21
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X: 124.24 Y: 77.80
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7
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G-8
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STREAM DIVERSION
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5
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G-8
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FILTER FENCING
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G-8
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STREAM DIVERSION
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CONSTRUCTION ENTRANCE
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
“
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SPECIFICATIONS
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G-5
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5
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F POSTLEWAITE
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D LEUNG
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-
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7/30/2019
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A
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REDMOND, WA.
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1. DESCRIPTION OF WORK: THE WORK CONSISTS OF: DESCRIPTION OF WORK: THE WORK CONSISTS OF: TESC: TEMPORARY EROSION CONTROL MEASURES SHALL INCLUDE INSTALLATION AND MAINTENANCE OF FILTER FENCING, CONSTRUCTION ENTRANCE, MULCHING, SEEDING, AND TWO DIVERSIONS OF THE STREAM THROUGH WORK AREAS. DEMOLITION: DEMOLITION SHALL INCLUDE DEMOLISHING THE CONCRETE APRON AROUND THE INLET STRUCTURE AS : DEMOLITION SHALL INCLUDE DEMOLISHING THE CONCRETE APRON AROUND THE INLET STRUCTURE AS INDICATED, CORING HOLES IN CONCRETE WALLS FOR PIPING. ABANDONING SECTIONS OF 6" PVC PIPE. REMOVING THE EXISTING INTAKE SCREEN AND TRASHRACKS. EARTHWORK: EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, EXCAVATION FOR CONCRETE STRUCTURES, : EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, EXCAVATION FOR CONCRETE STRUCTURES, EXCAVATION FOR OVERFLOW WEIR AND CHANNEL, IMPERVIOUS LINER BENEATH RIP RAP UPSTREAM OF WEIR, PLACEMENT OF CONCRETE BLOCK WEIR STRUCTURE, INSTALLATION OF RIP RAP LINED OVERFLOW CHANNEL. CONCRETE: CONCRETE WORK INCLUDES EXTENDING THE SLAB AND WALLS AT THE INLET STRUCTURE, A CONCRETE : CONCRETE WORK INCLUDES EXTENDING THE SLAB AND WALLS AT THE INLET STRUCTURE, A CONCRETE PLUG FOR THE SUPPLY PIPE, AND A NEW ELEVATED PAD FOR THE DRUM FILTER. PIPING: PIPING SHALL INCLUDE A NEW 10" HDPE SUPPLY LINE, PIPING CONNECTIONS AND BYPASSES FOR THE PIPING SHALL INCLUDE A NEW 10" HDPE SUPPLY LINE, PIPING CONNECTIONS AND BYPASSES FOR THE DRUM FILTER AND UV EQUIPMENT, CONNECTIONS TO THE EXISTING RACEWAYS, AERATION TOWER, AND DRAINS. PIPE SHALL INCLUDE ALL FITTINGS, VALVES, TRENCHING (EXCAVATION AND BACKFILL), AND TESTING. PIPING SHALL ALSO INCLUDE LOCATION AND REPAIR OF EXISTING POTABLE WATER LINE. FABRICATION: WORK SHALL INCLUDE THE FABRICATION AND INSTALLATION OF A INLET TRASHRACK, INLET BOX : WORK SHALL INCLUDE THE FABRICATION AND INSTALLATION OF A INLET TRASHRACK, INLET BOX WITH SCREEN, SLUICE GATE, AND STAFF GAGE. FABRICATION AND INSTALLATION OF GRATING, GRATING SUPPORT, HANDRAIL, STAIRS, AND STAIR SUPPORTS AT THE INLET AND DRUM FILTER LOCATIONS. OWNER PROCURED EQUIPMENT: THE OWNER WILL PROCURE A DRUM FILTER AND U.V. EQUIPMENT THAT SHALL BE : THE OWNER WILL PROCURE A DRUM FILTER AND U.V. EQUIPMENT THAT SHALL BE CONTRACTOR INSTALLED. SPECIAL CONSTRUCTION: SPECIAL CONSTRUCTION SHALL INCLUDE A PRE-FABRICATED METAL BUILDING WITH : SPECIAL CONSTRUCTION SHALL INCLUDE A PRE-FABRICATED METAL BUILDING WITH DOORS, VENTS, AND SPRAY ON CLOSED CELL FOAM INSULATION. ELECTRICAL: ELECTRICAL WORK SHALL INCLUDE EXTENDING POWER TO THE UV EQUIPMENT AND DRUM FILTER : ELECTRICAL WORK SHALL INCLUDE EXTENDING POWER TO THE UV EQUIPMENT AND DRUM FILTER AREA. WORK SHALL INCLUDE NEW CIRCUIT BREAKERS, CONDUCTORS AND RACEWAYS, DISCONNECTS, LIGHTS, LIGHT SWITCH, A DUPLEX OUTLET, AND CONNECTIONS/STARTUP OF THE OWNER PROCURED UV EQUIPMENT WITH CONTROL PANEL AND OWNER PROCURED DRUM FILTER WITH CONTROL PANEL. 2. SCHEDULE: IN WATER WORK SHALL BE COMPLETED PRIOR TO OCTOBER 1. PROJECT SHALL BE SUBSTANTIALLY SCHEDULE: IN WATER WORK SHALL BE COMPLETED PRIOR TO OCTOBER 1. PROJECT SHALL BE SUBSTANTIALLY COMPLETE BY OCTOBER 31. CONTRACTOR SHALL PROVIDE A GANTT CHART TYPE SCHEDULE FOR ALL MAJOR WORK ACTIVITIES AND DISCIPLINES. SCHEDULE SHALL BE PROVIDE WITHIN 1 WEEK OF NOTICE TO PROCEED. 3. PERMITS: CONTRACTOR SHALL PROCURE THE ELECTRICAL PERMIT. OWNER WILL PROCURE ALL OTHER PERMITS. PERMITS: CONTRACTOR SHALL PROCURE THE ELECTRICAL PERMIT. OWNER WILL PROCURE ALL OTHER PERMITS. 4. SUBMITTALS: THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL TESC MATERIALS, A WATER DIVERSION AND SUBMITTALS: THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL TESC MATERIALS, A WATER DIVERSION AND WATER HANDLING PLAN, IMPORTED GRAVEL AND RIP RAP, GEOTEXILES AND LINER MATERIAL, CONCRETE MIX DESIGN, SLUICE GATE, PRE-FABRICATED BUILDING, STAFF GAGE, AND ALL ELECTRICAL MATERIAL AND EQUIPMENT INCLUDING CIRCUIT BREAKERS, CONDUCTORS, WIRING DEVICES, RACEWAYS, DISCONNECTS, LIGHTS, SWITCHES, AND OUTLETS. SUBMITTALS SHALL INCLUDE MANUFACTURER'S LITERATURE, DIMENSIONAL DRAWINGS FOR ALL EQUIPMENT AND MATERIALS USED ON THE PROJECT. OPERATIONAL AND MAINTENANCE LITERATURE SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL, AND INSTRUMENTATION EQUIPMENT AND DEVICES. 5. WARRANTY: IN ADDITION TO THE STANDARD MANUFACTURERS WARRANTIES ON EQUIPMENT AND MATERIALS THE WARRANTY: IN ADDITION TO THE STANDARD MANUFACTURERS WARRANTIES ON EQUIPMENT AND MATERIALS THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR THE IMPROVEMENTS AS A COMPLETE SYSTEM FOR A DURATION OF 1 (ONE) YEAR FOLLOWING SUCCESSFUL COMMISSIONING AND OWNER ACCEPTANCE OF THE WORK.
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TECHNICAL SPECIFICATIONS
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EARTHWORK
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1. FILTER FENCING:FABRIC MAY BE WOVEN OR NON-WOVEN, MADE FROM POLYPROPYLENE, POLYETHYLENE, OR FILTER FENCING:FABRIC MAY BE WOVEN OR NON-WOVEN, MADE FROM POLYPROPYLENE, POLYETHYLENE, OR POLYAMIDE, AND SHALL CONTAIN SUFFICIENT UV INHIBITORS SO THAT IT WILL LAST FOR 2 YEARS IN OUTDOOR EXPOSURE. GRAB STRENGTH SHALL BE 100 LBS PER ASTM D 4632, BURST STRENGTH SHALL BE 200 PSI PER ASTM D 3786, AND APPARENT OPENING SIZE BETWEEN 200 AND 70 SIEVE SIZE PER ASTM D 4751. FABRIC MANUFACTURER SHALL BE MIRAFI OR APPROVED EQUAL. POSTS SHALL BE AT LEAST 6 FEET LONG WOOD 2 INCHES BY 4 INCHES, OR STEEL 1 1/2-INCH, T-SHAPED. WOVEN WIRE FABRIC FENCING SHALL BE GALVANIZED, MESH SPACING OF 6 INCHES, MAXIMUM 14-GAUGE, AT LEAST 24 INCHES TALL. FASTENERS TO WOOD POSTS SHALL BE STEEL, AT LEAST 1 1/2 INCHES LONG OR FASTENERS TO STEEL POSTS SHALL BE GALVANIZED CLIPS. 2. ALL STRAW MULCH SHALL BE FREE OF NOXIOUS WEEDS AND OTHER MATERIAL DETRIMENTAL TO PLANT LIFE OR THE ALL STRAW MULCH SHALL BE FREE OF NOXIOUS WEEDS AND OTHER MATERIAL DETRIMENTAL TO PLANT LIFE OR THE ENVIRONMENT. 3. CARE AND DIVERSION OF WATER: THE CONTRACTOR SHALL PREPARE AND SUBMIT A PLAN FOR HANDLING WATER CARE AND DIVERSION OF WATER: THE CONTRACTOR SHALL PREPARE AND SUBMIT A PLAN FOR HANDLING WATER WITHIN THE CONSTRUCTION LIMITS SUCH THAT CONSTRUCTION ACTIVITIES CAN BE PERFORMED IN THE DRY. THE PLAN SHALL INCLUDE FEATURES TO BYPASS THE STREAM FLOW THROUGH THE WORK AREAS WITHIN THE POOL SURROUNDING THE INLET STRUCTURE AND THE STREAM AREA ADJACENT TO THE ADULT HOLDING POOL. THE PLAN SHALL ALSO INCLUDE A MEANS FOR REMOVING GROUNDWATER AND SEEPAGE FROM THE WORK AREA AND DISCHARGING THE FLOW AT A TURBIDITY LESS THAN THE STREAM FLOW. TYPICAL SUMMER FLOW IS 0.5 CFS AND WINTER FLOW IS 1 CFS. THE STREAM IS UNGAGED AND THERE IS NO RECORD OF HISTORIC FLOOD EVENTS. THE “USGS USGS STREAMSTATS ONLINE TOOL” ESTIMATES THE 2 YEAR, 5 YEAR, AND 10 YEAR PEAK FLOODS AT 11, 18, AND 22 CFS ESTIMATES THE 2 YEAR, 5 YEAR, AND 10 YEAR PEAK FLOODS AT 11, 18, AND 22 CFS RESPECTIVELY. THE CONTRACTOR SHALL DETERMINE THE LEVEL OF RISK TO ASSUME IN ORDER TO CONFIGURE A BYPASS THAT PREVENTS THE WORK AREA FROM BEING FLOODED. AT A MINIMUM THE CONTRACTOR SHALL PROVIDE 16 INCH BYPASS PIPES AROUND THE WORK AREAS WITH SANDBAG COFFERDAMS INCLUDING A IMPERVIOUS LINER TO A MINIMUM HEIGHT OF 2.0 FEET ABOVE THE INVERT OF THE PIPE INLET AS DETAILED. AT A MINIMUM TURBID WATER PUMPED FROM THE WORK AREA SHALL BE TREATED BY PASSING THE WATER THROUGH AN APPROPRIATELY SIZED FILTER FABRIC BAG DESIGNED FOR REMOVING TURBIDITY. 4. CLEARING AND GRUBBING: CONTRACTOR SHALL LIMIT CLEARING AND GRUBBING ACTIVITIES TO WITHIN THE CLEARING AND GRUBBING: CONTRACTOR SHALL LIMIT CLEARING AND GRUBBING ACTIVITIES TO WITHIN THE CONSTRUCTION LIMITS SHOWN ON THE DRAWINGS ON AN AS NEEDED BASIS. ALL VEGETATIVE MATERIAL AND OTHER DEBRIS SHALL BE DISPOSED OF OFF-SITE. 5. EXCAVATION: EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL MATERIALS OF WHATEVER NATURE ENCOUNTERED, EXCAVATION: EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL MATERIALS OF WHATEVER NATURE ENCOUNTERED, INCLUDING ALL OBSTRUCTIONS OF ANY NATURE THAT WOULD INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE REMOVAL OF SAID MATERIALS SHALL CONFORM TO THE LINES AND GRADES INDICATED OR ORDERED. WHERE INDICATED IN THE DRAWINGS, THE CONSTRUCTION SITE SHALL BE STRIPPED OF ALL VEGETATION AND DEBRIS, AND SUCH MATERIAL SHALL BE REMOVED FROM THE SITE PRIOR TO PERFORMING ANY EXCAVATION OR PLACING ANY FILL. THE CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN ALL SUPPORTS AND SHORING THAT MAY BE REQUIRED FOR THE SIDES OF THE EXCAVATIONS. EXCAVATIONS SHALL BE SLOPED OR OTHERWISE SUPPORTED IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE STATE SAFETY REQUIREMENTS AND THE REQUIREMENTS OF OSHA SAFETY AND HEALTH STANDARDS FOR CONSTRUCTION (29CFR1926). 6. BACKFILL: FILL, BACKFILL, AND EMBANKMENT MATERIALS SHALL BE SUITABLE SELECTED OR NATIVE MATERIAL, BACKFILL: FILL, BACKFILL, AND EMBANKMENT MATERIALS SHALL BE SUITABLE SELECTED OR NATIVE MATERIAL, PROCESSED CLEAN, FINE EARTH, ROCK, OR SAND, FREE FROM BOULDERS, GRASS, ROOTS, BRUSH, OR OTHER ORGANIC MATERIAL OR DEBRIS. FILL AND BACKFILL MATERIALS TO BE PLACED WITHIN 6 INCHES OF ANY STRUCTURE OR PIPE SHALL BE FREE OF ROCKS OR UNBROKEN MASSES OF EARTH MATERIALS HAVING A MAXIMUM DIMENSION LARGER THAN 2 INCHES, EXCEPT WHERE RIPRAP FILL IS USED. BACKFILL SHALL BE PLACED WITH MAXIMUM 8 INCH LIFTS AND COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D 698 – TEST METHODS FOR TEST METHODS FOR MOISTURE-DENSITY RELATIONS OF SOILS AND SOIL-AGGREGATE MIXTURES, USING 5.5-POUND RAMMER AND 12-INCH DROP FOR STRUCTURAL FILL. 7. NATIVE MATERIAL: SUITABLE ON-SITE, NATIVE SOIL, OR PIT RUN MAY BE USED AS STRUCTURAL FILL FOR RESTORING NATIVE MATERIAL: SUITABLE ON-SITE, NATIVE SOIL, OR PIT RUN MAY BE USED AS STRUCTURAL FILL FOR RESTORING THE UPSTREAM ACCESS ROAD PROVIDED ADEQUATE COMPACTION CAN BE ACHIEVED. GRANULAR FILL MATERIAL SHALL BE CLEAN, FREE FROM LARGE BOULDERS AND VARIOUS TYPES OF WOOD WASTE AND OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS, AND SHALL PASS AN 8-INCH SQUARE SIEVE SIZE. 8. CRUSHED ROCK SHALL CONSIST OF GRANULAR MATERIAL, EITHER NATURALLY OCCURRING OR PROCESSED CONFORMING CRUSHED ROCK SHALL CONSIST OF GRANULAR MATERIAL, EITHER NATURALLY OCCURRING OR PROCESSED CONFORMING TO THE REQUIREMENTS OF AASHTO M147, GRADE D. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY WITH A MINIMUM SAND EQUIVALENT OF 40 PERCENT AND SHALL MEET THE FOLLOWING SIEVE SIZE GRADING REQUIREMENTS: 100% PASSING 1.25” SIEVE, 80 TO 100% PASSING SIEVE, 80 TO 100% PASSING A 1” SIEVE, 50 TO 80% PASSING A 0.75” SIEVE, 20 TO 50% PASSING A NO.4 SIEVE, 5 TO 25% PASSING A SIEVE, 50 TO 80% PASSING A 0.75” SIEVE, 20 TO 50% PASSING A NO.4 SIEVE, 5 TO 25% PASSING A SIEVE, 20 TO 50% PASSING A NO.4 SIEVE, 5 TO 25% PASSING A NO.40 SIEVE, AND 0 TO 10% PASSING A NO.200 SIEVE. 9. RIP RAP SHALL CONSIST OF BROKEN STONE AND SHALL BE FREE OF CONCRETE RUBBLE, ROCK FINES, SOIL, FIBERS, RIP RAP SHALL CONSIST OF BROKEN STONE AND SHALL BE FREE OF CONCRETE RUBBLE, ROCK FINES, SOIL, FIBERS, WOOD, STEEL, ASPHALT, SEALANT, SOIL, PLASTIC, AND OTHER CONTAMINANTS OR DELETERIOUS MATERIAL. GRADING REQUIREMENTS: 100% LESS THAN 14 INCH ROCK, 50% LESS THAN 10 INCH ROCK, AND 10% LESS THAN 8 INCH ROCK. RIP RAP SHALL BE PLACED AT A MINIMUM THICKNESS OF 18 INCHES. 10. FILTER FABRIC: GEOTEXTILE FABRIC SHALL BE TYPAR 3501 BY GEOSYNTHETICS LLC OR APPROVED EQUAL. FILTER FABRIC: GEOTEXTILE FABRIC SHALL BE TYPAR 3501 BY GEOSYNTHETICS LLC OR APPROVED EQUAL. 11. LINER: LINER SHALL BE 40 MIL THICK PVC SHEET AND SHALL BE CONTINUOUS OR HAVE BONDED SEAMS TO LINE THE LINER: LINER SHALL BE 40 MIL THICK PVC SHEET AND SHALL BE CONTINUOUS OR HAVE BONDED SEAMS TO LINE THE AREA COVERED IN RIP RAP ON THE DOWNSTREAM BANK OF THE INLET POND. LINER SHALL EXTEND FROM THE BOTTOM OF THE RIP RAP TO THE CREST OF THE ADJACENT OVERFLOW WEIR STRUCTURE. LINER SHALL BE SEALED AROUND 10 INCH HDPE PIPE WITH LAPPED PENETRATION AND TWO STAINLESS STEEL PIPE BANDS. LINER SHALL BE COLORADO LININGS INT. OR APPROVED EQUAL. 12. RESTORATION: DISTURBED AREAS SHALL BE RESTORED TO PREVIOUS CONDITIONS. AREAS OUTSIDE STRUCTURES, RESTORATION: DISTURBED AREAS SHALL BE RESTORED TO PREVIOUS CONDITIONS. AREAS OUTSIDE STRUCTURES, ROADS, AND PARKING AREAS SHALL BE SEEDED AND FERTILIZED. SEED SHALL BE APPLIED AT A RATE OF 120 LBS/ACRE. SEED SHALL BE 40% CHEWING FESCUE, 10% COLONIAL BENTGRASS, 40% PERENNIAL RYE, AND 10% WHITE CLOVER PRE-INOCULATED AND SHALL BE CERTIFIED IN ACCORDANCE WITH WASHINGTON STATE REQUIREMENTS THAT MIXTURE IS FREE OF NOXIOUS WEED SEED. FERTILIZER SHALL BE 12.8% NITROGEN (INORGANIC AS UREAFORM), 18% PHOSPHORIC ACID (P205), AND 18% POTASH (K20). GRAVEL ROADS AND PARKING AREAS THAT ARE RUTTED, POT-HOLED, OR BAR SHALL BE RESTORED WITH A MINIMUM DEPTH OF CRUSHED ROCK (SEE EARTHWORK NOTE 8) AND BLENDED INTO EXISTING.
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PIPING
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1. HDPE PIPING: HIGH-DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL CONFORM TO ASTM D3350, CELL HDPE PIPING: HIGH-DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL CONFORM TO ASTM D3350, CELL CLASSIFICATION 34544C. THE OUTSIDE DIAMETER AND WALL THICKNESS SHALL CONFORM TO THE SDR 32 OR LOWER AND NOMINAL PIPE SIZE CALLED FOR IN THE DRAWINGS. ALL POLYETHYLENE PIPE SHALL BE JOINED BY THE THERMAL-BUTT FUSION METHOD IN ACCORDANCE WITH ASTM D2657 AND BE PERFORMED ACCORDING TO THE PIPE MANUFACTURER'S PROCEDURE. THE POLYETHYLENE PIPE SHALL BE CONNECTED TO OTHER PIPING MATERIALS AND METAL FITTINGS BY PRE-MANUFACTURED FLANGE ADAPTERS BUTT-FUSED TO THE PIPE, COMPLETE WITH SLIP-ON STAINLESS STEEL METAL BACKER RINGS AND STAINLESS STEEL FASTENERS. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL HDPE PIPING COMPONENTS. 2. PVC PIPING: PVC PIPING SHALL BE SCHEDULE 40 AND MANUFACTURED IN ACCORDANCE WITH ASTM PVC PIPING: PVC PIPING SHALL BE SCHEDULE 40 AND MANUFACTURED IN ACCORDANCE WITH ASTM D1785. FITTINGS BE MANUFACTURED IN ACCORDANCE WITH ASTM D2466. FLANGED ADAPTERS SHALL BE TWO PIECE “VAN STONE” TYPE WITH 150# BOLT PATTERN. PIPE AND FITTINGS SHALL BE PER SPEARS MANUFACTURING VAN STONE” TYPE WITH 150# BOLT PATTERN. PIPE AND FITTINGS SHALL BE PER SPEARS MANUFACTURING TYPE WITH 150# BOLT PATTERN. PIPE AND FITTINGS SHALL BE PER SPEARS MANUFACTURING CO OR APPROVED EQUAL. 3. BUTTERFLY VALVES: BUTTERFLY VALVES SHALL BE WAFER STYLE WITH DUCTILE IRON BODY, STAINLESS STEEL DISC BUTTERFLY VALVES: BUTTERFLY VALVES SHALL BE WAFER STYLE WITH DUCTILE IRON BODY, STAINLESS STEEL DISC AND SHAFT, PTFE BEARINGS, EDPM OR BUNA-N RUBBER SEATS. VALVE ACTUATORS SHALL BE HANDWHEEL FOR EXPOSED CONFIGURATION OR 2 INCH OPERATING NUT FOR BURIED. ACTUATORS SHALL BE HERMETICALLY SEALED WATER TIGHT, GREASE PACKED WORM GEAR TYPE DESIGNED FOR 100 PERCENT OVER-TORQUE. BUTTERFLY VALVES AND ACTUATORS SHALL BE BRAY, KEYSTONE, VAL-MATIC, OR APPROVED EQUAL. 4. PIPE SUPPORTS SHALL BE HOT DIPPED GALVANIZED STEEL. SUPPORTS BOLTED ONTO THE FLANGE SHALL PIPE SUPPORTS SHALL BE HOT DIPPED GALVANIZED STEEL. SUPPORTS BOLTED ONTO THE FLANGE SHALL BE “STANDON MODEL S89 FLANGED ADJUSTABLE PIPE SUPPORT” – FOREST GROVE, OR. CLAMPED PIPE SUPPORT STANDON MODEL S89 FLANGED ADJUSTABLE PIPE SUPPORT” – FOREST GROVE, OR. CLAMPED PIPE SUPPORT FOREST GROVE, OR. CLAMPED PIPE SUPPORT FOR PIPING 6 INCHES IN DIAMETER AND SMALLER SHALL BE HOT DIPPED GALVANIZED “UNI-STRUT” OR APPROVED UNI-STRUT” OR APPROVED OR APPROVED EQUAL. CLAMPED PIPE SUPPORT FOR PIPING GREATER THAN 6 INCHES IN DIAMETER SHALL BE HOT DIPPED GALVANIZED TWO PIECE HALF ROUND CLAMPS OF 3/8 X 1.5 INCH PLATE WITH 3/4 INCH SS THREADED ROD ANCHORS. 5. VALVE BOX: VALVE BOXES SHALL BE CAST IRON ASTM A48 CL 30 OLYMPIC FOUNDRY APWA VALVE BOX PART VALVE BOX: VALVE BOXES SHALL BE CAST IRON ASTM A48 CL 30 OLYMPIC FOUNDRY APWA VALVE BOX PART NUMBER 045 OR APPROVED EQUAL. 6. BACKFILL: PIPE TRENCHES SHALL BE BACKFILLED WITH CRUSHED ROCK PER EARTHWORK SPECIFICATION NOTE 8. BACKFILL: PIPE TRENCHES SHALL BE BACKFILLED WITH CRUSHED ROCK PER EARTHWORK SPECIFICATION NOTE 8. 7. TESTING: PIPING SHALL BE TESTED TO A PRESSURE OF 15 PSI AT THE LOW END. NO VISIBLE LEAKS SHALL BE TESTING: PIPING SHALL BE TESTED TO A PRESSURE OF 15 PSI AT THE LOW END. NO VISIBLE LEAKS SHALL BE OBSERVED AND THE PRESSURE SHALL NOT DROP MORE THAN 2 PSI OVER A DURATION OF 30 MINUTES.
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SPECIAL CONSTRUCTION
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1. PRE-FABRICATED BUILDING: BUILDING SHALL BE 12 FEET BY 20 FEET WITH A ROUND TYPE ROOF. SIDING SHALL PRE-FABRICATED BUILDING: BUILDING SHALL BE 12 FEET BY 20 FEET WITH A ROUND TYPE ROOF. SIDING SHALL BE 14 GAUGE SIDING AND ROOFING AND ENGINEERING METAL FRAME. COATING SHALL BE PER MANUFACTURES STANDARD COATING SYSTEM WITH OWNER SELECTED COLORS. BUILDING SHALL INCLUDE AN 8 FEET WIDE BY 7 FEET HIGH DOOR AND A 3 FEET WIDE BY 6 FEET 8 INCH DOOR AND SHOWN ON THE DRAWINGS. DOOR LOCKS SHALL BE KEYED TO OWNERS STANDARD CORE. BUILDING INTERIOR WALLS AND CEILING SHALL BE INSULATED WITH A 2 INCH LAYER OF SPRAY ON FOAM INSULATION AFTER BUILDING, DRUM FILTER, AND ELECTRICAL HAS BEEN INSTALLED. BUILDING SHALL BE PROVIDED AND INSTALLED BY JM BUILDINGS AND CONSTRUCTION 253-285-8553. 2. SEALANTS AND CAULKING: SEALANTS SHALL BE ONE (1) COMPONENT ELASTOMERIC POLYURETHANE. APPLICATIONS SEALANTS AND CAULKING: SEALANTS SHALL BE ONE (1) COMPONENT ELASTOMERIC POLYURETHANE. APPLICATIONS THAT ARE IMMERSED IN WATER SHALL BE PRIMED. CAULKING SHALL BE BASF SONOLASTIC NP 1 WITH PRIMER 733.
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EQUIPMENT
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1. SLUICE GATE: GATE SHALL BE CONFIGURED AS SHOWN ON THE DRAWINGS FOR HEADWALL MOUNTING. GATE SHALL SLUICE GATE: GATE SHALL BE CONFIGURED AS SHOWN ON THE DRAWINGS FOR HEADWALL MOUNTING. GATE SHALL BE MOUNTED TO STEEL PLATE AND CHANNEL AS SHOWN ON THE DRAWINGS. SHIM CONNECTION TO CHANNEL AS NEEDED TO ACHIEVE ALIGNMENT RECOMMENDED BY GATE MANUFACTURER. GATE STEM, FRAME, AND FASTENERS SHALL BE STAINLESS STEEL. LIFTING NUT SHALL BE BRONZE. CAST IRON COMPONENTS SHALL BE EPOXY COATED. RISING STEM ABOVE HAND WHEEL SHALL BE ENCLOSED IN A CLEAR PVC TUBE WITH TOP CAP AND GRADUATED SCALE TO INDICATE DISTANCE GATE IS OPENED. SEAL GATE TO FLANGE TO PLATE WITH CAULKING. GATE SHALL BE A 30 INCH C-10 CANAL GATE MANUFACTURED BY WATERMAN INDUSTRIES. SUBMITTAL SHALL BE PROVIDED FOR REVIEW BY OWNER. 2. DRUM FILTER: THE OWNER PROCURED DRUM FILTER SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH DRUM FILTER: THE OWNER PROCURED DRUM FILTER SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS. SHOP DRAWINGS OF THE FILTER SHALL BE AVAILABLE AT THE START OF S RECOMMENDATIONS. SHOP DRAWINGS OF THE FILTER SHALL BE AVAILABLE AT THE START OF CONSTRUCTION. THE FILTER SHALL BE AVAILABLE AT THE SITE PRIOR TO COMPLETION OF CONSTRUCTION. THE FILTER MAY NOT BE AVAILABLE TO INSTALL CONCURRENT WITH THE INSTALLATION OF THE ADJACENT PIPING. 3. ULTRA VIOLET (U.V.) TREATMENT EQUIPMENT: THE OWNER PROCURED U.V. EQUIPMENT SHALL BE INSTALLED BY THE ULTRA VIOLET (U.V.) TREATMENT EQUIPMENT: THE OWNER PROCURED U.V. EQUIPMENT SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS. SHOP DRAWINGS OF THE S RECOMMENDATIONS. SHOP DRAWINGS OF THE U.V. EQUIPMENT SHALL BE AVAILABLE AT THE START OF CONSTRUCTION. THE U.V. EQUIPMENT SHALL BE AVAILABLE AT THE SITE PRIOR TO COMPLETION OF CONSTRUCTION. THE U.V. EQUIPMENT MAY NOT BE AVAILABLE TO INSTALL CONCURRENT WITH THE INSTALLATION OF THE ADJACENT PIPING. 4. STAFF GAGE: THE STAFF GAGE SHALL BE A STEVENS WATER MONITORING SYSTEMS INC. - STYLE A. GAGE STAFF GAGE: THE STAFF GAGE SHALL BE A STEVENS WATER MONITORING SYSTEMS INC. - STYLE A. GAGE INDICATION SHALL BE 0.00 TO 2.50 FEET. GAGE SHALL BE MOUNTED TO A SS PL WHICH IN TURN IS MOUNTED TO THE CONCRETE WITH SLOTTED HOLES FOR ADJUSTMENT TO WITHIN 0.13" OF THE 0.00 READING MATCHING THE CREST OF THE INLET WEIR (AT EL 115.30).
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ELECTRICAL
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1. CONTRACTOR SHALL PROVIDE CIRCUIT BREAKERS, CONDUIT, TRENCHING, CONDUIT SUPPORT, WIRE, DISCONNECTS, CONTRACTOR SHALL PROVIDE CIRCUIT BREAKERS, CONDUIT, TRENCHING, CONDUIT SUPPORT, WIRE, DISCONNECTS, LIGHTS, LIGHT SWITCHES, CONNECTIONS TO EQUIPMENT, AND EQUIPMENT STARTUP. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT NATIONAL ELECTRIC CODE (NEC). THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ELECTRICAL PERMIT AND COORDINATING INSPECTIONS. 2. RACEWAYS: ALL MATERIALS SHALL BE APPROVED BY UNDERWRITER'S LABORATORIES FOR THE PURPOSE FOR RACEWAYS: ALL MATERIALS SHALL BE APPROVED BY UNDERWRITER'S LABORATORIES FOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BEAR THE UL LABEL. RACEWAY SHALL BE GALVANIZED RIGID STEEL (GRS) ABOVE GRADE AND FOR ALL SWEEPS TO ABOVE GRADE AND AT TRANSITIONS THROUGH CONCRETE. BELOW GRADE CONDUIT SHALL BE SCHEDULE 40 PVC. CONDUIT ENTRANCES SHALL BE THREADED AND FITTINGS SHALL HAVE GASKETED COVERS. THREADED FASTENING HARDWARE AND RODS SHALL BE STAINLESS STEEL. RACEWAY SUPPORTS SUCH AS CHANNEL, CLAMPS, AND BRACKETS SHALL BE STAINLESS STEEL OR ALUMINUM OR NON-METALLIC. PANELS AND BOXES SHALL BE NEMA 3R - ALUMINUM, STAINLESS STEEL OR NON-METALLIC (OR AS SHOWN ON THE DRAWINGS). DEVICE BOXES SHALL BE CAST, COPPER FREE ALUMINUM. FITTINGS AND BOXES SHALL BE: CAST FERROUS ALLOY OR NEMA 12. 3. CONDUCTORS: CONDUCTORS SHALL BE STRANDED COPPER. SIZES SHALL BE MINIMUM AWG 12. INSULATION SHALL CONDUCTORS: CONDUCTORS SHALL BE STRANDED COPPER. SIZES SHALL BE MINIMUM AWG 12. INSULATION SHALL BE THW, THWN, OR THHN, CHOSEN TO SATISFY ENVIRONMENTAL CONDITIONS. CONNECTORS SHALL BE IDEAL INDUSTRIES "WING NUT" OR 3M COMPANY "SCOTCHLOCK" PRE-INSULATED CONNECTORS MAY BE USED FOR LIGHTING AND RECEPTACLE CIRCUITS FOR SPLICES AND TAPS IN CONDUCTORS NO. 10 AWG AND SMALLER. FOR NO. 8 AWG AND LARGER CONDUCTORS, UTILIZE T&B COMPRESSION CONNECTORS. CONTRACTOR SHALL SIZE CONDUCTORS IN ACCORDANCE WITH THE NEC. 4. DISCONNECTS: DISCONNECTS SHALL BE PROVIDED AT THE DRUM FILTER AND U.V. EQUIPMENT. SWITCHES SHALL BE DISCONNECTS: DISCONNECTS SHALL BE PROVIDED AT THE DRUM FILTER AND U.V. EQUIPMENT. SWITCHES SHALL BE NEMA 4X, HEAVY DUTY TYPE, SHALL BE QUICK-MAKE QUICK-BREAK AND SHALL BE HORSEPOWER RATED. SWITCHES SHALL HAVE BLADES AS REQUIRED TO OPEN ALL UNGROUNDED CONDUCTORS AND MANUFACTURED BY CUTLER HAMMER, GENERAL ELECTRIC, SIEMEN'S - ITE, SQUARE D OR WESTINGHOUSE. 5. CIRCUIT BREAKERS: CIRCUIT BREAKERS SHALL BE SIZED FOR THE RESPECTIVE EQUIPMENT OR LIGHTING LOAD. THE CIRCUIT BREAKERS: CIRCUIT BREAKERS SHALL BE SIZED FOR THE RESPECTIVE EQUIPMENT OR LIGHTING LOAD. THE BREAKER SHALL BE APPROPRIATE FOR INSTALLING IN THE EXISTING PANEL. BREAKERS SHALL HAVE LUGS UL LISTED FOR BOTH COPPER AND ALUMINUM. 6. LIGHTING: TWO LIGHTS SHALL BE PROVIDED IN THE DRUM FILTER BUILDING. LIGHTS SHALL BE 120V, 1 PHASE, LOW LIGHTING: TWO LIGHTS SHALL BE PROVIDED IN THE DRUM FILTER BUILDING. LIGHTS SHALL BE 120V, 1 PHASE, LOW PROFILE, LINEAR FIXTURES APPROPRIATE FOR DAMP LOCATIONS. LIGHTS SHALL BE LITHONIA FMLWL 48 840 LED WRAP LINEAR FLUSH MOUNT OR APPROVED EQUAL. 7. SWITCHES AND RECEPTACLES: WALL SWITCHES SHALL BE SINGLE-POLE OR DOUBLE-POLE AND SHALL BE AC SWITCHES AND RECEPTACLES: WALL SWITCHES SHALL BE SINGLE-POLE OR DOUBLE-POLE AND SHALL BE AC QUIET TYPE. SWITCHES AND RECEPTACLE SHALL BE RATED 20 AMP, 125/277 VOLT WITH SCREW TERMINALS, AND SHALL BE IVORY OR WHITE COLORED. MANUFACTURERS SHALL BE ARROW HART, BRYANT, HUBBELL, OR P&S.
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1. IN WATER COFFERDAM CONSTRUCTION WORK ON THE PROJECT SHALL NOT BEGIN UNTIL AUGUST 15 AND SHALL BE IN WATER COFFERDAM CONSTRUCTION WORK ON THE PROJECT SHALL NOT BEGIN UNTIL AUGUST 15 AND SHALL BE COMPLETED BY OCTOBER 15 (INCLUDING REMOVAL OF DIVERSION). 2. THE TESC FACILITIES SHOWN ON THIS PLAN OR MEASURES OF SIMILAR EFFECTIVENESS MUST BE CONSTRUCTED THE TESC FACILITIES SHOWN ON THIS PLAN OR MEASURES OF SIMILAR EFFECTIVENESS MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEM, AND ADJACENT PROPERTIES IS MINIMIZED. 3. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMP, RELOCATION OF DITCHES AND SILT FENCES, ETC.) 4. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/TESC SUPERVISOR AND MAINTAINED TO THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT, MONTHLY REVIEWS OF THE TESC FACILITIES DURING THE DRY SEASON (APRIL 1 THROUGH SEPTEMBER 15). 5. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING. ETC.). 6. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS OF FOLLOWING A STORM EVENT. 7. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM 2-INCH THICKNESS. 8. PIPING DIVERSIONS SHALL BE USED FOR WORK TO ISOLATE THE INLET STRUCTURE AND FILTER AREA STRUCTURE. PIPING DIVERSIONS SHALL BE USED FOR WORK TO ISOLATE THE INLET STRUCTURE AND FILTER AREA STRUCTURE. MATERIALS REMOVED FROM INSIDE THE WORK AREA SHALL BE DISPOSED OF OUTSIDE OF THE FLOOD PLAIN OF THE RIVER. THE WORK AREAS SHALL BE SEALED TO PREVENT CONCRETE OR OTHER DELETERIOUS PRODUCTS FROM LEACHING INTO THE STREAM. UPON COMPLETION OF THE PROJECT, ALL DIVERSION MATERIALS SHALL BE REMOVED. 9. ALL WASTE MATERIAL SUCH AS CONSTRUCTION DEBRIS, DEMOLISHED CONCRETE, SILT, VEGETATION, AND TOPSOIL ALL WASTE MATERIAL SUCH AS CONSTRUCTION DEBRIS, DEMOLISHED CONCRETE, SILT, VEGETATION, AND TOPSOIL FROM THIS PROJECT SHALL BE DEPOSITED OFFSITE IN AN APPROVED UPLAND DISPOSAL SITE. 10. WASTEWATER FROM PROJECT ACTIVITIES AND WATER REMOVED FROM IN THE WORK AREA SHALL BE TREATED FOR WASTEWATER FROM PROJECT ACTIVITIES AND WATER REMOVED FROM IN THE WORK AREA SHALL BE TREATED FOR TURBIDITY PRIOR TO RETURNING TO THE STREAM. 11. MAINTENANCE AND FUELING OF CONSTRUCTION EQUIPMENT SHALL BE PERFORMED IN SUCH A MANNER TO MINIMIZE MAINTENANCE AND FUELING OF CONSTRUCTION EQUIPMENT SHALL BE PERFORMED IN SUCH A MANNER TO MINIMIZE THE POTENTIAL CONTAMINATION OF STORMWATER RUNOFF AND ADJACENT WATERWAYS. SPILL CONTAINMENT AND CLEANUP KITS SHALL BE MAINTAINED ONSITE AND ANY SPILLS OF FUELS, HYDRAULIC FLUID, LUBRICANTS, OR OTHER HAZARDOUS MATERIAL SHALL BE CLEANED UP AND IMMEDIATELY AND PROPERLY DISPOSED OF. 12. EQUIPMENT USED FOR THIS PROJECT MAY OPERATE BELOW THE ORDINARY HIGH WATER LINE, PROVIDED THE DRIVE EQUIPMENT USED FOR THIS PROJECT MAY OPERATE BELOW THE ORDINARY HIGH WATER LINE, PROVIDED THE DRIVE MECHANISMS (WHEELS, TRACK,S TIRES, ETC) DO NOT OPERATE BELOW THE ORDINARY HIGH WATER LINE, PRIOR TO INSTALLING THE DIVERSION. 13. EQUIPMENT USED FOR THIS PROJECT SHALL BE FREE OF EXTERNAL PETROLEUM-BASED PRODUCTS WHILE WORKING EQUIPMENT USED FOR THIS PROJECT SHALL BE FREE OF EXTERNAL PETROLEUM-BASED PRODUCTS WHILE WORKING NEAR THE STREAM. ACCUMULATION OF SOIL AND DEBRIS SHALL BE REMOVED FROM THE DRIVE MECHANISMS AND THE UNDERCARRIAGE OF EQUIPMENT. EQUIPMENT SHALL BE CHECKED DAILY FOR LEAKS AND ANY NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO COMMENCING WORK ACTIVITIES NEAR THE STREAM.
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TEMPORARY EROSION AND SEDIMENT CONTROL NOTES
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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GENERAL
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STRUCTURAL SPECIFICATIONS 1
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G-6
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6
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F POSTLEWAITE
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D LEUNG
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-
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-
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6-XX-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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A
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REDMOND, WA.
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DESIGN CRITERIA:
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ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE STATE OF WASHINGTON.
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DESIGN LOADS:
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DEAD LOAD: CALCULATED CALCULATED HYDROSTATIC FLUID PRESSURE: 62.4 PCF 62.4 PCF LIVE LOAD: FLOOR 100 PSF 100 PSF STAIRS & WALKWAYS: 100 PSF 100 PSF ROOF 25 PSF 25 PSF SNOW LOAD: PER ASCE 7-10. GROUND SNOW LOAD: 25 PSF 25 PSF SNOW EXPOSURE FACTOR: 1.0 1.0 IMPORTANCE FACTOR: 1.0 1.0 THERMAL FACTOR: 1.2 1.2 FLAT ROOF SNOW LOAD: 21 PSF 21 PSF ROOF LIVE LOAD MAY NOT BE REDUCED TO LESS THAN 25 PSF SEISMIC LOAD: PER 2018 USGS MAP BY ADDRESS. Ss = 1.267 1.267 S1 = 0.506 0.506 SDS = 0.845 0.845 SD1 = 0.506 0.506 PER ASCE 7-10: EQUIVALENT LATERAL FORCE PROCEDURE. SITE CLASS: D D IMPORTANCE FACTOR: 1.0 1.0 DESIGN CATEGORY: D D SEISMIC FORCE RESISTING SYSTEM: SPECIAL REINFORCED CONCRETE WALLS SPECIAL REINFORCED CONCRETE WALLS RESPONSE MODIFICATION FACTOR (R): 5 5 SEISMIC RESPONSE COEFFICIENT (Cs): 0.169 0.169 WIND LOAD: ULTIMATE WIND SPEED: 110 MPH 110 MPH WIND EXPOSURE: B B COMPONENTS AND CLADDING: 35.5 PSF35.5 PSFPSF
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GENERAL NOTES:
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DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE, CONFLICTS BETWEEN THE DRAWINGS AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH WORK. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE COORDINATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, AND REVEALS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY CONTRACT DRAWINGS, SHALL BE PROVIDED PRIOR TO PLACING CONCRETE. STRUCTURAL DRAWINGS SHALL BE USED IN COORDINATION WITH MECHANICAL, ELECTRICAL, ARCHITECTURAL, CIVIL DRAWINGS, AND SHOP DRAWINGS PROVIDED BY MANUFACTURERS OR EQUIPMENT. ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO CONSTRUCTION. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER AND MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURES DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THESE DRAWINGS ALONG WITH TECHNICAL SPECIFICATIONS AND SUPPORTING CALCULATIONS HAVE BEEN PREPARED FOR THIS SPECIFIC PROJECT CRITERIA, SITE CONDITIONS, AND CURRENT DESIGN CODES. ANY AND ALL INFORMATION PRESENTED IN THESE DOCUMENTS SHALL ONLY BE USED SOLELY FOR THIS PROJECT AND AT THE LOCATION SPECIFIED HEREIN. THE INFORMATION PRESENTED HERE IS INTENDED TO PROVIDE A SUMMARY OF THE MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THIS PROJECT. ADDITIONAL AND/OR MORE RESTRICTIVE REQUIREMENTS PRESENTED IN THE PLANS AND TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE OF THE INFORMATION PRESENTED HERE IN THE STRUCTURAL NOTES.
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CONCRETE:
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ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC) AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS UNLESS OTHERWISE APPROVED. CONCRETE STRENGTH (ALL CONCRETE, f'c): 5,000 PSI 5,000 PSI EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS, AND EDGES SHALL HAVE 3/4" CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS UNLESS OTHERWISE SHOWN.
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REINFORCING STEEL
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ALL DEFORMED REINFORCING BARS SHALL CONFORM TO ASTM A615. UNLESS OTHERWISE SPECIFIED #4 AND SMALL BARS SHALL BE GRADE 40 AND #5 AND LARGER BARS SHALL BE GRADE 60. ALL WELDED PLAIN WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. REINFORCING CLEAR COVER FOR CAST IN PLACE CONCRETE: CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: ALL ELEMENTS: 3" 3" EXPOSED TO EARTH OR WEATHER: ALL ELEMENTS (#5 AND SMALLER) 1-1/2" 1-1/2" ALL ELEMENTS (#6 - #18) 2" 2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS & WALLS (#11 AND SMALLER) 3/4" 3/4" BEAMS & COLUMNS: 1-1/2" 1-1/2" ALL WALLS SHALL HAVE HORIZONTAL BARS 3" CLEAR AND PARALLEL TO THE TOP EDGES OF WALLS AND VERTICAL BARS 3" CLEAR AND PARALLEL TO THE THE SIDE EDGES OF THE WALLS. WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED DUE TO THE UNITED EXTENT OF THE ADJACENT CONCRETE STRUCTURES, THE BARS SHALL BE EXTENDED AS FAR AS POSSIBLE AND END IN STANDARD HOOKS.
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ANCHOR BOLTS:
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ALL ANCHOR BOLTS SHALL BE STAINLESS STEEL (UNLESS NOTED OTHERWISE). THE INSTALLATION OF POST INSTALLED ANCHORS IN PLACE OF MISSING OR IMPROPERLY PLACED CAST-IN PLACE ANCHORS SHALL BE APPROVED BY THE ENGINEER OF RECORD. CONTACT THE ENGINEER OF RECORD WHEN CONFLICTS WITH EXISTING REINFORCEMENT ARE ENCOUNTERED. EXISTING REINFORCEMENT BARS SHALL NOT BE CUT AND/OR ANCHOR EMBEDMENT SHALL NOT BE REDUCED UNLESS APPROVED BY THE ENGINEER OF RECORD. POST-INSTALLED ANCHORS IN CONCRETE MUST MEET THE REQUIREMENTS OF ACI 355.2 OR 355.4 FOR PREQUALIFICATION OF ANCHORS TO RESIST EARTHQUAKE LOADS. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. EPOXY ADHESIVE FOR POST INSTALLED ANCHORS SHALL BE SET-XP ADHESIVE FROM SIMPSON STRONG-TIE, PLEASANTON, CA OR APPROVED EQUIVALENT. THE ANCHORING ADHESIVE SHALL BE A TWO-COMPONENT HIGH-SOLIDS, EPOXY-BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD CARTRIDGE AND DISPENSED THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. INSTALLATION AND HANDLING SHALL FOLLOW ALL MANUFACTURERS RECOMMENDATIONS.
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ALUMINUM:
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ALL STRUCTURAL ALUMINUM WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE ALUMINUM ASSOCIATION "ALUMINUM DESIGN MANUAL". ALUMINUM MEMBERS: SHAPES ASTM B429, ALLOY 6061-T6 ASTM B429, ALLOY 6061-T6 PLATE AND SHEETS ASTM B209, ALLOY 6061-T6 ASTM B209, ALLOY 6061-T6 WELD ELECTRODES ALLOY 5356 ALLOY 5356 WELDING MATERIALS AND PROCEDURES FOR ALUMINUM SHALL BE IN ACCORDANCE WITH AWS D1.2. WELDING SHALL BE PERFORMED BY CERTIFIED WELDING PERSONAL IN ACCORDANCE WITH AWS. FOR AWS PREQUALIFIED JOINT DETAILS USE 3/16" MINIMUM WELDS (UNLESS NOTED OTHERWISE). ALUMINUM SHALL NOT BE IN DIRECT CONTACT WITH OR EMBEDDED IN CONCRETE.
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STRUCTURAL STEEL:
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ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC) AND AISC 360 "SPECIFICATION FOR STEEL BUILDINGS". STRUCTURAL STEEL MEMBERS (ASTM DESIGNATION): WIDE FLANGE A992 A992 PLATES AND BARS A36 A36 ANGLES AND CHANNELS A36 A36 HSS A500 GR. B A500 GR. B PIPE A53 GR. B A53 GR. B BOLTS A325 A325 NUTS F436 F436 WASHERS A563 A563 WELD ELECTRODES E70XX E70XX WELDING MATERIALS AND PROCEDURES FOR STEEL SHALL BE IN ACCORDANCE WITH AWS D1.1. WELDING SHALL BE PERFORMED BY CERTIFIED WELDING PERSONNEL IN ACCORDANCE WITH AWS. FOR AWS PREQUALIFIED JOINT DETAILS USE 3/16" MINIMUM WELDS (UNLESS NOTED OTHERWISE). THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATION THAT INCLUDE BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, WELDING PROCEDURES, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND TAPERS OR UNEQUAL PARTS. BASEPLATE GROUT SHALL BE AN APPROVED NON-SHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOBSITE IN FACTORY PREPARED PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OR WATER. MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL BE 7000 PSI. STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE GALVANIZED OR PAINTED AND SHALL HAVE A CLEAN SURFACE FOR BONDING TO CONCRETE. GALVANIZED STEEL SHALL NOT BE USED FOR ANY MEMBERS IMMERSED IN WATER THAT MAY BE EXPOSED TO FISH. MILD STRUCTURAL STEEL MEMBERS, GRATING, HANDRAIL, AND STAIR TREADS SHALL BE HOT DIP GALVANAIZED PER ASTM A123.
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STAINLESS STEEL:
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STEEL MEMBERS (ASTM DESIGNATION): SHAPES A240, AISI TYPE 304/304L A240, AISI TYPE 304/304L PLATE AND SHEETS A276, AISI TYPE 304/304L A276, AISI TYPE 304/304L BOLTS A593, AISI TYPE 304 A593, AISI TYPE 304 FASTENERS A594, AISI TYPE 304 A594, AISI TYPE 304 WELD ELECTRODES E308/E308L E308/E308L WELDING MATERIALS AND PROCEDURES FOR STEEL SHALL BE IN ACCORDANCE WITH AWS D1.6. WELDING SHALL BE PERFORMED BY CERTIFIED WELDING PERSONAL IN ACCORDANCE WITH AWS. FOR AWS PREQUALIFIED JOINT DETAILS USE 3/16" MINIMUM WELDS (UNLESS NOTED OTHERWISE). USE LOW CARBON DESIGNATION (304L) FOR ALL WELDED ELEMENTS.
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SOIL AND FOUNDATION:
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ALLOWABLE BEARING PRESSURE: 2000 PSF 2000 PSF COEFFICIENT OF FRICTION: 0.50 0.50 ACTIVE SOIL PRESSURE: 40 PCF (UNRESTRAINED) 40 PCF (UNRESTRAINED) 60 PCF (RESTRAINED) PASSIVE SOIL PRESSURE: 350 PCF 350 PCF ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 12" BELOW FINISHED GRADE.
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HANDRAIL MOUNTING DETAIL
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SCALE: NTS
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14" MOUNTING PL
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MOUNT TO STEEL
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MOUNT TO CONCRETE
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14" CAP PL W/ HOLE FOR DRAINAGE
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BM PER DWG
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(4) " 38" THRU BOLTS, H.D. GALV.
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1 " 12" STD PIPE
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GRTG
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KICK PL 14"X4"
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CONC
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KICK PL 14"X4"
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(4) " 38" SS EPOXY ANCHORS
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MOUNTING PLATE (TYP)
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MOUNTING PL
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MOUNTING PL
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14" PL (MOUNTING OR KICK)
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PIPE
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14"X4" KICK PL
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1 " 12" STD PIPE
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1
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VARIES
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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3 "14"
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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GENERAL
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STRUCTURAL SPECIFICATIONS 2
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AND DETAILS
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G-7
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7
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F POSTLEWAITE
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D LEUNG
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-
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-
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6-XX-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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DATE
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A
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REDMOND, WA.
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* TABLE BASED ON REINF. STEEL Fy = 60 KSI AND CONCRETE f'c = 5,000 PSI. TABLE BASED ON REINF. STEEL Fy = 60 KSI AND CONCRETE f'c = 5,000 PSI. ** WHERE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS LESS THAN 2 db, WHERE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS LESS THAN 2 db, MULTIPLY LENGTH BY 1.5. *** TOP BARS INDICATE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN TOP BARS INDICATE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE. ALL WALL BARS SHALL BE CONSIDERED TOP BARS.
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*TABLE BASED ON REINF. STEEL Fy = 60 KSI AND CONCRETE f'c = 5,000 PSI.TABLE BASED ON REINF. STEEL Fy = 60 KSI AND CONCRETE f'c = 5,000 PSI.
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5000 PSI CONCRETE:
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STANDARD HOOK DEVELOPMENT LENGTHS*
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BAR SIZE
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Ldhdh
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r
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90° Lext
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180° Lext
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#3
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7
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1.5
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5
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2.5
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#4
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9
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2
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6
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2.5
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11
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2.5
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2.5
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13
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3
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9
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3
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#7
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15
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3.5
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11
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3.5
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#8
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17
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4
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12
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4
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#9
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20
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6
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14
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4.5
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#10
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22
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6.5
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15
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5
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#11
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24
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7
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17
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5.5
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DEVELOPMENT AND LAP SPLICE LENGTHS*
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BAR SIZE
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DEVELOPMENT LENGTH**
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LAP SPLICE LENGTH**
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TOP BARS***
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OTHER BARS
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TOP BARS***
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OTHER BARS
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#3
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17
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13
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23
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17
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#4
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23
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17
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30
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23
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#5
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28
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22
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37
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29
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#6
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34
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26
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45
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34
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#7
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49
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38
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64
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50
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#8
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56
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43
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73
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56
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#9
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63
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48
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82
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63
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#10
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69
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54
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90
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71
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#11
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76
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59
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99
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77
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HOOKED BAR DETAILS FOR DEVELOPMENT OF STANDARD HOOKS PER ACI.
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CRITICAL SECTION
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CORNER REINF-8" WALL
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SCALE: NTS
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WALL REINF-8"WALL
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SCALE: NTS
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TYP. OPENING
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SCALE: NTS
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CORNER REINF-12" WALL
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SCALE: NTS
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WALL REINF-12" WALL
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SCALE: NTS
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2x4 KEYWAY
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2x4 KEYWAY
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WEEP HOLES 2" PVC PIPE @ 48" O.C.
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PROVIDE CORNER BARS AT ALL CORNER, TYP. MATCH SIZE AND SPACING OF HORIZONTAL REINF.
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PROVIDE CORNER BARS AT ALL CORNER, TYP. MATCH SIZE AND SPACING OF HORIZONTAL REINF.
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#5 @ 12" O.C. EA WAY
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#5 @ 12" O.C. EA WAY
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PLAN
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BEND TO AVOID OBSTRUCTIONS
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REPLACE BROKEN BARS WITH EQUAL NUMBER OF SAME SIZE BARS
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DIAGONAL BARS MATCHING LARGEST REINF. BAR CUT
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#5 @ 12" O.C. EA WAY
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#5 @ 12" O.C. EA WAY
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8" UPPER CONC SLAB
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STD HOOK
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DOWELS TO MATCH VERT REINF W/ LAP SPLICE AND STD HOOK
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NEW CONC TO EXIST CONC
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SCALE: NTS
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ROUGHEN EXIST CONC FACE
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NEW CONC
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NEW VERT OR HORIZ REINF BAR, EPOXY INTO EXIST CONC
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#5 @ 12" O.C. EA WAY
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#5 @ 12" O.C. EA WAY
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#4 @ 12" O.C. VERTICAL
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DOWELS TO MATCH VERT REINF
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EXIST CONC
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ROUGHEN CONC FACE
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(4) #5 #5 T&B
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#7 @ 12" O.C. HORIZ
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#7 @ 6" O.C. HORIZ
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#7 @ 4" O.C. HORIZ
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PLAN
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(2)#5#5
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2x4 KEYWAY
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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GENERAL
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TESC DETAILS
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G-8
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8
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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E
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C
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B
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A
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REDMOND, WA.
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6' MAX.
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TO 8' IF WIRE BACKING IS USED
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POST SPACING MAY BE INCREASED
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FILTER FABRIC
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2"x2" BY 14 GA. WIRE OR EQUIVALENT, IF
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STANDARD STRENGTH FABRIC IS USED
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12" MIN.
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BACKFILL TRENCH WITH
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NATIVE SOIL OR 3/4"-1.5"
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WASHED GRAVEL
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MINIMUM 4"x4" TRENCH
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2"x4" WOOD POSTS, STEEL FENCE
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POSTS, REBAR, OR EQUIVALENT
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2' MIN.
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JOINTS IN FILTER FABRIC SHALL BE SPLICED
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EQUIVALENT TO ATTACH FABRIC TO POSTS.
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AT POSTS. USE STAPLES, WIRE RINGS, OR
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NOTES: 1. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 2. SEE NOTE 1 UNDER EARTHWORK ON SHEET G-5.SEE NOTE 1 UNDER EARTHWORK ON SHEET G-5.
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EROSION CONTROL BARRIER
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5
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G-4
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STREAM DIVERSION
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7
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G-4
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(NOT TO SCALE)
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(NOT TO SCALE)
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12" MIN. THICKNESS
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GEOTEXTILE
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4"-8" QUARRY SPALLS
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PROVIDE FULL WIDTH OF
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INGRESS/EGRESS AREA
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15' MIN.
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8'
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6
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C-1
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4
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C-1
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WATER SIDE
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DE-WATERED SIDE
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22 OZ PVC COATED POLYESTER FABRIC, WEAVE THROUGH AND LAYER OUTSIDE OF BAGS AS SHOWN. EXTEND OUT 3' UPSTREAM AND SECURE WITH SAND BAGS ON SIDES (DO NOT OBSTRUCT PIPE)
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EROSION CONTROL ENTRANCE
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6
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G-4
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(NOT TO SCALE)
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MIN 16" BYPASS PIPE THROUGH WORKAREAS (SEE NOTE 1)
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GENERAL NOTES: 1. SEE NOTE 3 UNDER EARTHWORK ON SHEET G-5. SEE NOTE 3 UNDER EARTHWORK ON SHEET G-5. 2. SEE NOTES 1-13 UNDER TEMPORARY EROSION AND SEE NOTES 1-13 UNDER TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ON SHEET G-5.
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3
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C-3
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1
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C-3
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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110
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120
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100
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UV TREATMENT ASSEMBLY
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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CIVIL
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HATCHERY PLAN
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C-1
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9
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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2
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3
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4
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5
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6
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E
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D
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C
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B
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A
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REDMOND, WA.
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SCALE: 1"=
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0
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0
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10
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10
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10'
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5
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4" PVC PIPE TO BE CAPPED
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6" PVC PIPE FERNCO CONNECTION TO EXISTING
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6" PVC BEND
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10" HDPE TEE
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10X6" HDPE REDUCER
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10" HDPE PIPING
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10" HDPE 45 JOINT o JOINT X=128.1 / Y=35.0 STA 3+36 PLACE ON GRADE
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10" PVC TEE - LOCATE TO ALIGN WITH PIPE CONNECTION
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10X6" PVC REDUCER
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6" PVC PIPE TO EXISTING AERATION TOWER
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10X4" PVC REDUCER
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4" PVC PIPE FERNCO COUPLING TO EXISTING RACEWAY SUPPLY
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UV TREATMENT ASSEMBLY, SEE NOTE 4
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BM 1 SEE SHEET G-4
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BM 2 SEE SHEET G-4
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POINT JULIA
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GARAGE/OFFICE
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RESTROOM
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RACEWAY (TYP)
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INCUBATOR DRAIN PIPES
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1
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M-4
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AERATOR PIPING
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M-4
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2
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M-3
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FILTER AREA
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3
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1
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G-4
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HATCHERY PLAN
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ADULT HOLDING POND
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EXISTING DRAIN OUTLET (PROVIDE MATCHING DRAIN COVER ON NEW DRAIN OUTLET)
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2+50
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3+00
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3+50
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4+00
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4+50
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5+00
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NOTES: 1. FOR DRUM FILTER SPECIFICATIONS, SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5 FOR DRUM FILTER SPECIFICATIONS, SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5 2. FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-15 UNDER TEMPORARY EROSION AND FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-15 UNDER TEMPORARY EROSION AND SEDIMENT CONTROL NOTES, SHEET G-5. 3. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. 4. FOR UV TREATMENT, SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5. FOR UV TREATMENT, SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5. 5. SEE NOTES 1 THROUGH 7 UNDER PIPING ON SHEET G-5.SEE NOTES 1 THROUGH 7 UNDER PIPING ON SHEET G-5.
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5
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-
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PIPE RESTRAINT POST
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2'
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SCALE: "=1'-0" 34"=1'-0"
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1'
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6"
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3"
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3'
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0
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-
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PIPE RESTRAINT POST
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5
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4" X 4'-6"L GALV STL PIPE FILLED WITH CONC.
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10" HDPE PIPE ON UPHILL SIDE
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12" X 2' DEEP CONCFOOTING
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GRADE
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TYP OF 5 @ 50' O.C.
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10" HDPE PIPING
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G-8
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STREAM DIVERSION
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4
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G-8
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FILTER FENCE
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6
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12" PVC PIPING
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6" PVC FL TO HDPE FL ADAPTER AND BACKER RING
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CORE 16" HOLE FOR 12" PVCPIPING. PIPE IE=96.37 GROUT PENETRATION WITH NON-SHRINK GROUT. FABRICATE AND INSTALL DRAIN COVER TO MATCH EXISTING.
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LOCATE EXISTING 2" PVC POTABLE WATER LINE. LOCATION SHOWN IS APPROXIMATE. REPAIR IF DAMAGED AND RELOCATE IF IT INTERFERES WITH NEW PIPING OR STRUCTURES
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PROTECT EXISTING DECK FROM DAMAGE. BRIDGE OVER DECK FOR CONSTRUCTION ACCESS
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EXISTING ELECTRICAL DISTRIBUTION PANEL EXTEND CIRCUITS TO UV EQUIPMENT AND DRUM FILTER AREA. SEE SHEET G-3. CONTRACTOR SHALL DETERMINE RACEWAY ROUTING IN ACCORDANCE WITH NEC. BURIED RACEWAYS SHALL BE PVC AND EXPOSED GRS. SEE ELECTRICAL NOTES ON SHEET G-8
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CONNECTION TO EXISTING DRAIN. 10"X10"4" PVC TEE 10"X4" PVC REDUCER 2 - 4" PVC FL 4" BV W/ BOX 4" PVC TEE 2 - 4" FERNCO COUPLINGS
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10" PVC PIPE
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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120
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110
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120
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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CIVIL
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INLET PLAN
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C-2
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10
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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2
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3
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4
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5
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6
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E
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D
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C
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B
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A
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REDMOND, WA.
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SCALE: 1"=
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0
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0
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5
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5
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5'
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CONC BLOCK WEIR STRUCTURE
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RIP RAP, SEE NOTE 2
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SLUICE GATE, SEE NOTE 6
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STEEL WEIR BOX
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MATCH EXISTING CULVERT
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CONCRETE ENCLOSURE
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EXISTING WATER SURFACE EL: 113.51 @ 0.5 CFS
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PROPOSED WATER SURFACE EL: 115.59 @ 1.0 CFS
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XXX LF 10" HDPE PIPE (BURIED)
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1
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C-5
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INLET STRUCTURE PLAN
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BM 3, SEE SHEET G-4
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BM 4, SEE SHEET G-4
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C
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-
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B
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-
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A
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-
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A
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-
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B
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-
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C
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-
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CROSS-SECTION VIEW AT INLET STRUCTURE
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CROSS-SECTION VIEW OF BURIED PIPE
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CROSS-SECTION VIEW OF EXPOSED PIPE
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SCALE: 1"=
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0
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0
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5
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5
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5'
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SCALE: 1"=
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0
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0
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5
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5
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5'
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SCALE: 1"=
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0
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0
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5
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5
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5'
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NOTES: 1. OVERFLOW WEIR SHALL BE CONSTRUCTED OF 2'X2'X6" CONCRETE BLOCKS POSITIONED FLUSH TO ADJACENT OVERFLOW WEIR SHALL BE CONSTRUCTED OF 2'X2'X6" CONCRETE BLOCKS POSITIONED FLUSH TO ADJACENT BLOCKS AND TO WITHIN +/- 0.2' HORIZONTALLY AND 0.05' VERTICALLY. BED BLOCKS ON MIN. 4" COMPACTED CRUSHED ROCK, SEE NOTE 8 UNDER EARTHWORK, SHEET G-5. 2. RIP RAP SHALL BE PLACED AT 18" DEPTH TO THE GRADE SHOWN. SEE NOTE 9 UNDER EARTHWORK, SHEET G-5. RIP RAP SHALL BE PLACED AT 18" DEPTH TO THE GRADE SHOWN. SEE NOTE 9 UNDER EARTHWORK, SHEET G-5. 3. IMPERVIOUS LINER SHALL BE PLACED UNDER RIP RAP TO THE EAST OF THE WEIR STRUCTURE FROM EL 113.0 TO IMPERVIOUS LINER SHALL BE PLACED UNDER RIP RAP TO THE EAST OF THE WEIR STRUCTURE FROM EL 113.0 TO EL 116.52 (CREST OF WEIR). SEE NOTE 11 UNDER EARTHWORK, SHEET G-5. 4. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. 5. FOR FILTER FABRIC SPECIFICATIONS, SEE NOTE 10 UNDER EARTHWORK, SHEET G-5. FOR FILTER FABRIC SPECIFICATIONS, SEE NOTE 10 UNDER EARTHWORK, SHEET G-5. 6. FOR SLUICE GATE SPECIFICATIONS, SEE NOTE 1 UNDER EQUIPMENT, SHEET G-5.FOR SLUICE GATE SPECIFICATIONS, SEE NOTE 1 UNDER EQUIPMENT, SHEET G-5.
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X: 327.08 Y: 93.46 Z: 107.9
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X: 341.62 Y: 90.49 Z: 110.0
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X: 379.63 Y: 89.28 Z: 114.0
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X: 422.25 Y: 76.04 Z: 118.0
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X: 435.80 Y: 77.79 Z: 114.8
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TOP CORNER OF WALL X: 453.18 Y: 94.27 Z: 118.2
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TOP CORNER OF WALL X: 453.80 Y: 104.25 Z: 118.2
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X: 427.97 Y: 123.72 Z: 118.0
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X: 423.92 Y: 123.52 Z: 118.0
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X: 410.87 Y: 104.45 Z: 114.0
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X: 340.55 Y: 107.25 Z: 110.0
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X: 327.12 Y: 106.09 Z: 108.1
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TRANSITION 10" HDPE PIPE FROM BURIED TO ABOVE GROUND X: 357.98 Y: 110.25 Z: 112.3
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X: 405.17 Y: 95.28 Z: 114.0
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EXISTING DRAINAGE OUTFALL
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EXISTING 30" CMP CUVLERT
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SLOPE =0.0863 FT/FT (8.625%)
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2
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S-1
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INLET CONCRETE
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120
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115
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110
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115
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110
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120
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115
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110
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105
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115
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110
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105
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120
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115
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110
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105
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120
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115
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110
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105
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LOCAL ELEVATION, FT
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LOCAL ELEVATION, FT
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LOCAL ELEVATION, FT
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LOCAL ELEVATION, FT
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LOCAL ELEVATION, FT
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LOCAL ELEVATION, FT
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EXISTING 30" CMP CUVLERT
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EXISTING 30" CMP CUVLERT
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EXISTING 30" CMP CUVLERT
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FILTER FABRIC, SEE NOTE 5
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CREST OF WEIR EL: 116.52
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EXISTING GRADE
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10" HDPE PIPE
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10" HDPE PIPE
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X: 429.00 Y: 82.26 Z: 118.1
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10" HDPE PIPE
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EXISTING GRADE
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EXISTING GRADE
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0+50
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1+00
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INLET PLAN
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2
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G-4
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FILTER FENCING, SEE NOTE 4
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TOP OF BLOCK EL: 118.12
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TOP OF BLOCK EL: 118.12
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RIP RAP NOTE 2
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RIP RAP NOTE 2
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RIP RAP NOTE 2
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RIP RAP NOTE 2
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
TO BE UPDATED
AutoCAD SHX Text
120
AutoCAD SHX Text
110
AutoCAD SHX Text
120
AutoCAD SHX Text
120
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120
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0+50
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0+00
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1+00
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1+50
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2+00
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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CIVIL
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SUPPLY PIPE PLAN AND PROFILE 1
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C-3
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11
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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2
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3
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4
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5
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6
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E
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D
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C
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B
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A
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REDMOND, WA.
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SUPPLY PIPE PLAN 1
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SCALE: 1"=
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0
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0
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10
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10
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10'
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5
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SCALE: 1"=
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0
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0
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10
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10
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10'
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5
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WSE @ 100 YR FLOOD OF 87 CFS: 117.79
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WSE @ INLET CAPACITY OF 50 CFS: 116.76
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WSE @ 1.0 CFS: 115.59
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EXISTING WSE @ 0.6 CFS: 113.51
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EXISTING GROUND
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RIP RAP CHANNEL, SEE NOTE 2
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3
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G-4
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INLET STRUCTURE PLAN
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MATCHLINE
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1
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C-5
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1+00
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2+00
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120
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110
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100
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LOCAL ELEVATION, FT
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0+50
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1+50
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STA. 2+22.63
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MATCHLINE
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STA. 2+22.63
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90
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120
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110
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100
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LOCAL ELEVATION, FT
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90
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SUPPORT POSTS AT 50' SPACING, SEE SHEET C-1
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SUPPLY PIPE PROFILE 1
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FILTER FENCING
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1
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G-8
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NOTES: 1. FOR HDPE PIPING, SEE NOTE 1 UNDER PIPING, SHEET G-5 FOR HDPE PIPING, SEE NOTE 1 UNDER PIPING, SHEET G-5 2. FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-13 UNDER TEMPORARY EROSION AND FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-13 UNDER TEMPORARY EROSION AND SEDIMENT CONTROL NOTES, SHEET G-5. 3. RIP RAP SEE NOTE 9 UNDER EARTHWORK OND SHEET G-5 RIP RAP SEE NOTE 9 UNDER EARTHWORK OND SHEET G-5 4. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. 5. CONTOURS ARE APPROXIMATE, BASED ON FIELD SURVEY AND INTERPOLATION. CONTOURS ARE APPROXIMATE, BASED ON FIELD SURVEY AND INTERPOLATION. 6. ELEVATIONS ARE LOCAL BASED ON TOP OF AERATOR SLAB = 100.00 ELEVATIONS ARE LOCAL BASED ON TOP OF AERATOR SLAB = 100.00 7. LOCAL HORIZONTAL COORDINATE SYSTEM X-Y CARTESIAN PLANE (X APPROXIMATELY EAST, Y LOCAL HORIZONTAL COORDINATE SYSTEM X-Y CARTESIAN PLANE (X APPROXIMATELY EAST, Y APPROXIMATELY NORTH) BASED ON NAIL AT THE END OF THE DOCK, LOCALIZED AT X = 0.00 AND Y = 0.00, WITH ELEVATION BASED ON AERATOR SLAB
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10" HDPE SUPPLY PIPE (ON GRADE)
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10" HDPE SUPPLY PIPE (BURIED
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BACKFILL 10" HDPE PIPE W/ CONC PLUG FROM STA 0+15 TO STA 0.20
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BACKFILL 10" HDPE PIPE W/ CONC PLUG FROM STA 0+15 TO STA 0.20
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10" HDPE SUPPLY PIPE (ON GRADE)
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STREAM DIVERSION
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3
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G-8
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LOCATE EXISTING 2" PVC POTABLE WATER LINE. LOCATION SHOWN IS APPROXIMATE. REPAIR IF DAMAGED AND RELOCATE IF IT INTERFERES WITH NEW PIPING OR STRUCTURES
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INLET STRUCTURE
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
TO BE UPDATED
AutoCAD SHX Text
110
AutoCAD SHX Text
120
AutoCAD SHX Text
100
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2+50
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3+00
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3+50
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4+00
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4+50
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FF 111.10
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LOW WEIR
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MIN WSE
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WSE AT BW START
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MAX INLET WS
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E OVERFLOW
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5+00
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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CIVIL
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SUPPLY PIPE PLAN AND PROFILE 2
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C-4
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12
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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2
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3
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4
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5
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6
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E
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D
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C
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B
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A
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REDMOND, WA.
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SUPPLY PIPE PLAN 2
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SUPPLY PIPE PROFILE 2
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SCALE: 1"=
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0
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0
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10
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10
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10'
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5
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SCALE: 1"=
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0
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0
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10
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10
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10'
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5
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EXISTING GROUND
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10" HDPE PIPE (ON GRADE)
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STREAM INVERT
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10" HDPE PIPE (ABOVE GRADE)
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FILTER AREA
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3
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M-3
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AERATOR PIPING
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1
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M-4
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UV TREATMENT
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2
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M-4
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MATCHLINE
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STA. 2+22.63
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2+50
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3+00
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3+50
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4+00
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4+50
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5+00
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120
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110
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100
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LOCAL ELEVATION, FT
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90
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120
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110
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100
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LOCAL ELEVATION, FT
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90
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4
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G-4
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MATCHLINE
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STA. 2+22.63
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TEMPORARY DIVERSION PIPE, SEE NOTE 1
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STREAM DIVERSION, SEE SHEET G-8
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FILTER FENCING, SEE SHEET G-8
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10" HDPE PIPE BURIED)
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NOTES: 1. HDPE PIPING, SEE NOTE 1 UNDER PIPING, SHEET G-5 HDPE PIPING, SEE NOTE 1 UNDER PIPING, SHEET G-5 2. PVC PIPING, SEE NOTE 2 UNDER PIPING, SHEET G-5 PVC PIPING, SEE NOTE 2 UNDER PIPING, SHEET G-5 3. FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-13 UNDER TEMPORARY EROSION AND FOR TEMPORARY EROSION AND SEDIMENT CONTROL, SEE NOTES 1-13 UNDER TEMPORARY EROSION AND SEDIMENT CONTROL NOTES, SHEET G-5. 4. RIP RAP SEE NOTE 9 UNDER EARTHWORK OND SHEET G-5 RIP RAP SEE NOTE 9 UNDER EARTHWORK OND SHEET G-5 5. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. FOR FILTER FENCING SPECIFICATIONS, SEE NOTE 1 UNDER EARTHWORK, SHEET G-5. 6. CONTOURS ARE APPROXIMATE, BASED ON FIELD SURVEY AND INTERPOLATION. CONTOURS ARE APPROXIMATE, BASED ON FIELD SURVEY AND INTERPOLATION. 7. ELEVATIONS ARE LOCAL BASED ON TOP OF AERATOR SLAB = 100.00 ELEVATIONS ARE LOCAL BASED ON TOP OF AERATOR SLAB = 100.00 8. LOCAL HORIZONTAL COORDINATE SYSTEM X-Y CARTESIAN PLANE (X APPROXIMATELY EAST, Y LOCAL HORIZONTAL COORDINATE SYSTEM X-Y CARTESIAN PLANE (X APPROXIMATELY EAST, Y APPROXIMATELY NORTH) BASED ON NAIL AT THE END OF THE DOCK, LOCALIZED AT X = 0.00 AND Y = 0.00, WITH ELEVATION BASED ON AERATOR SLAB
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UV EQUIPMENT
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EXISTING RACEWAYS
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AERATION TOWER
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6" PVC PIPING
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RACEWAY SUPPLY CONNECTION
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DRAIN CONNECTION
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10" PVC PIPING
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10" PVC PIPING
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ADULT POND
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12" PVC DRAIN
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10" HDPE PIPE BURIED)
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EXISTING RACEWAYS
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6" PVC PIPING
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RACEWAY SUPPLY CONNECTION
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10" PVC PIPING
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DRAIN CONNECTION
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PIPE RESTRAINT POST, SEE SHEET C-1
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
AutoCAD SHX Text
0.10
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0.20
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.02
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.04
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.06
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.08
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0.30
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0.40
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0.50
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0.60
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0.70
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0.80
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0.90
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.12
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.14
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.16
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.18
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.22
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.24
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.26
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.28
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.32
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.34
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.36
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.38
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.42
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.44
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.46
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.48
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.52
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.54
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.56
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.58
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.62
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.64
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.66
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.68
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.82
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.84
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.86
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.88
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.92
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.94
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.96
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.98
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.72
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.74
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.76
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.78
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1.10
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1.20
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.02
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.04
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.06
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.08
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1.30
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1.40
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1.50
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1.60
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1.70
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1.80
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1.90
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.12
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.14
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.16
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.18
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.22
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.24
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.26
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.28
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.32
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.34
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.36
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.38
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.42
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.44
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.46
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.48
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.52
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.54
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.56
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.58
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.62
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.64
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.66
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.68
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.82
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.84
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.86
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.88
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.92
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.94
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.96
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.98
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.72
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.74
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.76
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.78
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2.10
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2.20
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.02
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.04
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.06
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.08
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2.30
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2.40
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2.50
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.12
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.14
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.16
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.18
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.22
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.24
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.26
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.28
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.32
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.34
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.36
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.38
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.42
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.44
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.46
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.48
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2.00
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1.00
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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CIVIL
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INLET STRUCTURE PLAN AND SECTIONS
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C-5
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13
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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CHECKED
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APPROVED
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DATE
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SHEET OF
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8
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7
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1
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2
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6
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E
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D
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C
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B
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A
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REDMOND, WA.
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INLET STRUCTURE PLAN
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0
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1'
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2'
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4'
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SCALE:
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38"=1'-0"
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6'
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6"
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3'
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C
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B
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D
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E
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A
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C
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E
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D
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0
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4'
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SCALE:
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38"=1'-0"
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6'
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6"
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3'
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0
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SCALE:
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6'
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6"
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3'
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0
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4'
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SCALE:
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6'
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6"
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3'
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0
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2'
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4'
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SCALE:
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6'
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6"
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3'
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0
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1'
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2'
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4'
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SCALE:
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38"=1'-0"
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6'
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6"
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3'
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HANDRAIL SEE DETAIL 1 ON G-6
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SECTION
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SECTION
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SECTION
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SECTION
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SECTION
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EXISTING 30" CMP CULVERT
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TRASH RACK
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EXISTING CONCRETE APRON, UNDISTURBED
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2
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M-1
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SIDE WEIR PANEL
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3
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M-2
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TRASH RACK
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4
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M-2
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SCREEN PANEL
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RIP RAP, SEE NOTE 2
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ECOLOGY BLOCKS
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SLUICE GATE, SEE NOTE 1
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10" HDPE PIPE I.E. = 116.3
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18" CONCRETE PUNCHOUT
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30" SLUICE GATE NOTE 1
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1
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M-1
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INLET SCREEN ASSEMBLY
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5
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M-2
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TRASH RACK SUPPORTS
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1
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C-2
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1
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C-3
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LINER, SEE NOTE 3
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1
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S-1
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INLET STRUCTURE
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-
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-
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-
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-
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-
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-
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-
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-
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-
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HANDRAIL SEE DETAIL 1 ON G-6
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NOTES: 1. FOR SLUICE GATE SPECIFICATIONS, SEE NOTE 1 UNDER EQUIPMENT, SHEET G-5. FOR SLUICE GATE SPECIFICATIONS, SEE NOTE 1 UNDER EQUIPMENT, SHEET G-5. 2. FOR RIP RAP SPECIFICATIONS, SEE NOTE 9 UNDER EARTHWORK, SHEET G-5. FOR RIP RAP SPECIFICATIONS, SEE NOTE 9 UNDER EARTHWORK, SHEET G-5. 3. FOR LINER SPECIFICATIONS, SEE NOTE 11 UNDER EARTHWORK, SHEET G-5. FOR LINER SPECIFICATIONS, SEE NOTE 11 UNDER EARTHWORK, SHEET G-5. 4. STAFF GAGE SHALL BE MOUNTED ON SS PL ' X 2'-9" X 9" FASTENED TO CONC WALL WITH 4 STAFF GAGE SHALL BE MOUNTED ON SS PL ' X 2'-9" X 9" FASTENED TO CONC WALL WITH 4 38' X 2'-9" X 9" FASTENED TO CONC WALL WITH 4 - " SS ANCHORS IN " X 1" SLOTTED HOLES TO POSITION 0.00 GAGE READING AT INLET 38" SS ANCHORS IN " X 1" SLOTTED HOLES TO POSITION 0.00 GAGE READING AT INLET 716" X 1" SLOTTED HOLES TO POSITION 0.00 GAGE READING AT INLET WEIR ELEVATION TO WITHIN 0.13". SEE NOTE 4 UNDER EQUIPMENT ON SHEET G-5. 5. OVERFLOW WEIR SHALL BE CONSTRUCTED OF 2'X2'X6" CONCRETE BLOCKS POSITIONED FLUSH TO OVERFLOW WEIR SHALL BE CONSTRUCTED OF 2'X2'X6" CONCRETE BLOCKS POSITIONED FLUSH TO ADJACENT BLOCKS AND TO WITHIN +/- 0.2' HORIZONTALLY AND 0.05' VERTICALLY. BED BLOCKS ON MIN. 4" COMPACTED CRUSHED ROCK, SEE NOTE 8 UNDER EARTHWORK, SHEET G-5.
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STAFF GAGE NOTE
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INLET WEIR CREST EL 115.30
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1
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2
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8
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L4X4X X 5'-9"L HD GALV 38 X 5'-9"L HD GALV ANCHOR TO WALL WITH 3 - " SS EPOXY ANCHORS AT 34" SS EPOXY ANCHORS AT MIDPOINT AND 3" FROM EA END WITH 5" EMBED
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END PL 4"X10"X " HD GALV 38" HD GALV 316" FILLET WELD ALL AROUND 2 - " SS EPOXY ANCHORS 34" SS EPOXY ANCHORS 3" FROM EA END WITH 5" EMBED 12" NON-SHRINK GROUT PL/WALL TYP FOR C10 WALL CONNECTION
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58" SS EPOXY ANCHORS TYP 2 EA W/ 5" EMBEDMENT
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SAFETY CHAIN
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30" SLUICE GATE NOTE 1
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
TO BE UPDATED
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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STRUCTURAL
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INLET STRUCTURE PLAN AND SECTIONS
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S-1
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14
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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8
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E
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A
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REDMOND, WA.
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0
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3'
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A
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B
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C
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D
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6'
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3'
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EXISTING CONCRETE APRON
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DEMOLISH APRON
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DO NOT DISTURB APRON
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NOTES: 1. SEE SHEET G-6 AND G-7 FOR CONCRETE SPECIFICATIONS. SEE SHEET G-6 AND G-7 FOR CONCRETE SPECIFICATIONS. 2. SEE SHEET G-7 FOR CONCRETE REINFORCEMENT DETAILS.SEE SHEET G-7 FOR CONCRETE REINFORCEMENT DETAILS.
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B
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C
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SCALE:
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38"=1'-0"
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6'
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6"
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3'
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EXISTING 30" CMP CULVERT
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EXISTING CONCRETE INLET STRUCTURE
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BENT " PL EMBED X 6'-8" L 14" PL EMBED X 6'-8" L W/ 3 - "X4" STUDS38"X4" STUDS
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CORE HOLE IN EXISTING WALL FOR PIPE
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1
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M-1
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INLET CONCRETE PLAN
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2
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C-2
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TOW EL 118.12
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#3 STIRRUPS @ 10" O.C.
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(2)#5 BARS (4) TOTAL
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AT LONGITUDINAL WALLS
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NEW CONC TOP REINF BAR EPOXY INTO EXIST CONC
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LAP SPLICE DOWEL WITH NEW CONC BOTT REINF BAR
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NEW CONC BOTT REINF BAR
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EXIST CONC
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NEW CONC
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EXIST CONC
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NEW CONC
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-
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-
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-
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-
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-
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-
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BENT " PL EMBED X 6'-8" L 14" PL EMBED X 6'-8" L W/ 3 - "X4" STUDS38"X4" STUDS
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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TOW 111.00
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FF 111.10
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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STRUCTURAL
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DRUM FILTER ENCLOSURE
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PLAN AND ELEVATIONS
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S-2
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15
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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DRAWING NO.
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REVISION
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E
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B
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A
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REDMOND, WA.
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N 5.8735 Eo E
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NOTES: 1. SEE SHEET G-6 AND G-7 FOR CONCRETE SPECIFICATIONS. SEE SHEET G-6 AND G-7 FOR CONCRETE SPECIFICATIONS. 2. SEE SHEET G-7 FOR CONCRETE REINFORCEMENT DETAILS. SEE SHEET G-7 FOR CONCRETE REINFORCEMENT DETAILS. 3. BUILDING SHALL BE A PRE-FABRICATED STRUCTURE. SEE NOTE 1 UNDER SPECIAL CONSTRUCTION ON SHEET G-5. BUILDING SHALL BE A PRE-FABRICATED STRUCTURE. SEE NOTE 1 UNDER SPECIAL CONSTRUCTION ON SHEET G-5. 4. HANDRAIL, GRATING, STRUCTURAL SUPPORTS, AND TREADS SHALL BE HD GALV MILD STEEL.HANDRAIL, GRATING, STRUCTURAL SUPPORTS, AND TREADS SHALL BE HD GALV MILD STEEL.
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A
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S-2
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B
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S-2
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C
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S-2
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DRUM FILTER STRUCTURE PLAN
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0
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4'
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8'
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SCALE:
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ELEVATION VIEW FROM SOUTH
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ELEVATION VIEW FROM EAST
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C
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PROPOSED EXCAVATION LIMITS
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EXISTING GROUND
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PROPOSED EXCAVATION LIMITS
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EXISTING GRADE
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PROPOSED EXCAVATION LIMITS
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EXISTING GROUND
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PROPOSED FINISHED GRADE, EL 101.49
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4
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G-4
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BUILDING NOTE 2
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PROPOSED FINISH GRADE, EL 108.00
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FF EL 111.1
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TOP OF SLAB EL 111.00
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BUILDING NOTE 2
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WEEP HOLES (TYP)
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PROPOSED FINISH GRADE, EL 102.30
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PROPOSED FINISH GRADE, EL 102.30
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4'-0" WIDE X 5'-0" LONG X 1'-0" THICK STAIRWAY CONC PAD
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PROPOSED FINISH GRADE, EL 103.50
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HANDRAIL SEE DETAIL 1 ON G-6 FOR TYP HANDRAIL MOUNTING DETAIL
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GUSSET PL X 14X 3 "X0'-6" W/ 12"X0'-6" W/ (2) " THRU 34" THRUBOLT (TYP)
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PL X5"X0'-10" 14X5"X0'-10" W/ (2) " 34" EPOXY ANCHOR (2 LOC)
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C10X15.3 STRINGER
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BRACE C6X10.5 (2 LOC)
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C10X15.3 (TYP)
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
AutoCAD SHX Text
DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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MECHANICAL
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INLET DETAILS 1
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M-1
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16
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F POSTLEWAITE
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D LEUNG
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-
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-
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7-30-2019
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A
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DRAWN
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DESIGN
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E
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REDMOND, WA.
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C
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D
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F
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G
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E
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F
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G
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INLET SCREEN ASSEMBLY PLAN
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SIDE WEIR PANEL PLAN (TYP. OF 2 - LEFT AND RIGHT HAND)
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30" SCH 10 STL PIPE
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SECTION
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SECTION
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SECTION
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SECTION
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SECTION
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SECTION
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10" DIAM. 150# FL BOLT PATTERN
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L4X4X 38
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L6X4X 38
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38 " PL
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12 " PL
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10" HDPE FL ADAPTER
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10" SS BACKER RING WITH SS FASTENERS
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C-5
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2
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C-5
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MATCH BOLT PATTERN ON 30" SLUICE GATE TYP OF 4 HOLES
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34" HOLETYP OF 6
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38 " PL
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12 " PL
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38 " PL
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38 " PL
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30" SCH 10 STL PIPE
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L2X2X1/4
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L4X4X 38
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L6X4X 38
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L2X2X1/4
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L4X4X 38
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L4X4X 38
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L6X4X 38
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L6X4X 38
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34" HOLETYP
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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DATE
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NO.
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APP.
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CH.
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APP.
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MECHANICAL
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INLET DETAILS 2
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M-2
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17
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F POSTLEWAITE
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D LEUNG
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-
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7-30-2019
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3
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C-5
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TRASH RACK
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A
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A
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TRASH RACK SECTION
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12"
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TRASH RACK RAKE HEAD
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TRASH RACK SUPPORT TYP. OF 3
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C
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1'
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C-5
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SCREEN PANEL
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D
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B
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*
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TRASH RACK RAKE
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AL L3X3X , 14 , TYP. OF 4
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2" DIAM. SCH 40 AL PIPE
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AL FB_X_", TYP. OF 34
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2" DIAM. HOLE, TYP. OF 2
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38X7 X2 PL12X2 PL78 PL
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38X7 X2 PL12X2 PL78 PL
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C5 "X8 "12"X8 "14"
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BAND PERIMETER SS PL X 214 X 2
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HENDRICK B6 PROFILE BAR SPACE BARS FOR " CLEAR OPENING 18" CLEAR OPENING RUN BARS IN LONG DIMENSION (2'-9")
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SS HENDRICK B6 PROFILE BAR SPACE BARS FOR " CLEAR OPENING 18" CLEAR OPENING RUN BARS IN LONG DIMENSION (2'-9")
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BAND PERIMETER SS PL X 214 X 2
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
AutoCAD SHX Text
FF 111.10
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LOW WEIR
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MIN WSE
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WSE AT BW START
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MAX INLET WS
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E OVERFLOW
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TOW 111.00
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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CIVIL
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DRUM FILTER PIPING AND EQUIPMENT
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PLAN AND SECTIONS
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M-3
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18
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F POSTLEWAITE
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D LEUNG
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-
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6-XX-2019
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A
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DRAWN
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DESIGN
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REVISION
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REDMOND, WA.
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FILTER AREA PLAN
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NOTES: 1. FOR DRUM FILTER SPECIFICATIONS, SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5. FOR DRUM FILTER SPECIFICATIONS, SEE NOTE 2 UNDER EQUIPMENT, SHEET G-5. 2. FOR BUILDING SPECIFICATIONS, SEE NOTE 1 UNDER SPECIAL CONSTRUCTION, SHEET G-5. FOR BUILDING SPECIFICATIONS, SEE NOTE 1 UNDER SPECIAL CONSTRUCTION, SHEET G-5. 3. HDPE PIPING: SEE NOTE 1 UNDER PIPING, SHEET G-5. HDPE PIPING: SEE NOTE 1 UNDER PIPING, SHEET G-5. 4. PVC PIPING: SEE NOTE 2 UNDER PIPING, SHEET G-5. PVC PIPING: SEE NOTE 2 UNDER PIPING, SHEET G-5. 5. BV: SEE NOTE 3 UNDER PIPING, SHEET G-5. BV: SEE NOTE 3 UNDER PIPING, SHEET G-5. 6. PIPE SUPPORTS: SEE NOTE 4 UNDER PIPING, SHEET G-5. PIPE SUPPORTS: SEE NOTE 4 UNDER PIPING, SHEET G-5. 7. VALVE BOX: SEE NOTE 5 UNDER PIPING, SHEET G-5. VALVE BOX: SEE NOTE 5 UNDER PIPING, SHEET G-5. 8. BACKFILL: SEE NOTE 6 UNDER PIPING, SHEET G-5. BACKFILL: SEE NOTE 6 UNDER PIPING, SHEET G-5. 9. PIPING TESTING: SEE NOTE 7 UNDER PIPING, SHEET G-5.PIPING TESTING: SEE NOTE 7 UNDER PIPING, SHEET G-5.
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EXISTING GRADE
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10" HDPE PIPE, TYP.
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6" HDPE PIPE, TYP., SEE NOTE 3
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BUILDING, SEE NOTE 2
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FILTER, SEE NOTE 1
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FINISHED GRADE
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FILTER, SEE NOTE 1
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1
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S-2
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DRUM FILTER ENCLOSURE
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10" HDPE 90 BEND, TYP.o BEND, TYP.BEND, TYP.
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EL: 101.3
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EL: 100.0
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EL: 111.8
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EL: 108.6
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EL: 107.2
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EXISTING GRADE
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EL: 105.4
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EL:112.1
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EL: 108.3
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EL: 100.0
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I.E.: 100.1
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I.E.: 97.6
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11 BEND 14o BEND I.E.: 97.0
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12" PVC DRAIN PIPE
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12" DIAM. 22 BEND, TYP. OF 2 12o BEND, TYP. OF 2
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10"X6" HDPE REDUCER
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6" BV W/ FL ADAPTER AND BACKER RINGS
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10" HDPE 45 BENDo BEND
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10" HDPE TEE
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10" HDPE 90 BENDo BEND
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10" BV W/ BOX, 2-10" FL ADAPTERS W/ BACKER RINGS
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10" HDPE 45 BENDo BEND
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10" HDPE 22 BEND12o BEND
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6" HDPE 90 BENDo BEND
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FILTER
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FILTER
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10" HDPE TEE
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12" PVC DRAIN
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10" HDPE 90 BENDo BEND
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10" HDPE TEE
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10" HDPE 90 BENDo BENDBEND
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6" HDPE 90 BENDo BENDBEND
PORT GAMBLE S'KLALLAM TRIBE31912 Little Boston Road NEKingston, WA 98346
LITTLE BOSTON CHUM HATCHERYINTAKE SYSTEM
Inc.ResourceConsultants,
PRELIMINARY
NOT FOR CONSTRUCTION
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DATE
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NO.
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ISSUE / REVISION
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APP.
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CH.
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APP.
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CIVIL
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UV ASSEMBLY AND AERATOR DETAILS
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M-4
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19
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F POSTLEWAITE
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D LEUNG
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7-30-2019
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A
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DRAWN
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DESIGN
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REDMOND, WA.
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NOTES: 1. HDPE PIPING: SEE NOTE 1 UNDER PIPING, SHEET G-5. HDPE PIPING: SEE NOTE 1 UNDER PIPING, SHEET G-5. 2. PVC PIPING: SEE NOTE 2 UNDER PIPING, SHEET G-5. PVC PIPING: SEE NOTE 2 UNDER PIPING, SHEET G-5. 3. BV: SEE NOTE 3 UNDER PIPING, SHEET G-5. BV: SEE NOTE 3 UNDER PIPING, SHEET G-5. 4. PIPE SUPPORTS: SEE NOTE 4 UNDER PIPING, SHEET G-5. PIPE SUPPORTS: SEE NOTE 4 UNDER PIPING, SHEET G-5. 5. VALVE BOX: SEE NOTE 5 UNDER PIPING, SHEET G-5. VALVE BOX: SEE NOTE 5 UNDER PIPING, SHEET G-5. 6. BACKFILL: SEE NOTE 6 UNDER PIPING, SHEET G-5. BACKFILL: SEE NOTE 6 UNDER PIPING, SHEET G-5. 7. PIPING TESTING: SEE NOTE 7 UNDER PIPING, SHEET G-5. PIPING TESTING: SEE NOTE 7 UNDER PIPING, SHEET G-5. 8. U.V. EQUIPMENT: SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5.U.V. EQUIPMENT: SEE NOTE 3 UNDER EQUIPMENT, SHEET G-5.
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6" PVC PIPING, SEE NOTE 1
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10" PVC PIPING, SEE NOTE 1
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10" HDPE PIPING, SEE NOTE 2
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6" PVC MANIFOLD
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6" PVC PIPING, SEE NOTE 2
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6" PVC HEADER W/ 20-1" DIAM. HOLES ALONG INVRET @ 1.5" O.C.
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UNIT-STRUT PIPE SUPPORTS, TYP. OF 4 (SEE NOTE 4)
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10" FERNCO COUPLING
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8" BV WITH HANDWHEEL, SEE NOTE 3
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VALVE BOX, SEE NOTE 5
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EXISTING CONCRETE SLAB
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10" PVC/HDPE FL TRANSITION
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10" BV, SEE NOTE 3
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10" PVC FL, TYP.
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10" PVC BEND
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EXISTING WALL
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10" BY 8" STL FL X FL REDUCER
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8" BV, SEE NOTE 3
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U.V. EQUIPMENT, SEE NOTE 8
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BOLT ON PIPE STAND NOTE 4
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EXISTING CONCRETE SLAB
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CUT 12" DIAM. HOLE IN WALL AND FINISH W/ FLASHING
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10" FERNCO COUPLING
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10" PVC PIPING, SEE NOTE 1
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10" PVC
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CONCENTRIC 10"X8" FLXFL EPOXY COATED STL REDUCER, TYP. OF 2
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8" BV, TYP. OF 3 SEE NOTE 3
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10" PVC FL
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10" HDPE FL ADAPTER W/ BACKER RING, SEE NOTE 1
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10" HDPE TEE
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10X6 HDPE REDUCER
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HDPE TO PVC TRANSITION, 6" HDPE FL ADAPTER W/ BACKER RING, SEE NOTE 1. 6" PVC FL, SEE NOTE 2
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U.V. EQUIPMENT, SEE NOTE 8
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10" BV W/ VALVE BOX, SEE NOTES 3 & 5
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MATCH U.V. FL TO FL LENGTH
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MATCH TO TOWER
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EXISTING AERATION TOWER
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BOLT ON PIPE STAND NOTE 4, TYP OF 2