Attach_5_-_KFNFH_Phase_3_100__Drawings_20230316_0001.pdf
PDF 37 MB Posted
- Attached to
- OR-KLAMATH FALLS FWO-PHASE 3 CONSTRUCTIO Federal contract opportunity
- Solicitation number
- 140FC323B0002
About this file
This solicitation is for the construction of a new fish sucker ponds located on Lower Klamath Lake Road in Klamath Falls, Oregon. The U.S. Fish and Wildlife Service is seeking a firm-fixed-price contract for the construction to be completed within three years of the notice to proceed, with a project magnitude between $5-10 million. This procurement is set aside for small businesses with a NAICS code of 237990 and size standard of $39.5 million or less annually averaged over three years.
The scope of work includes excavation, grading and construction of up to twenty earthen lined aquaculture ponds ranging in size from 1/12 to 1/2 acre, as well as associated infrastructure like access roads, water supply and drainage pipelines, and bird predation netting systems. The base bid consists of six 1/4 acre and six 1/2 acre ponds along with a concrete block wall. There are also six bid options that include additional ponds and predation netting. The solicitation will be posted on the specified file sharing site and interested contractors must register in SAM to participate. The contracting officer is Karl Lautzenheiser and all inquiries must be submitted in writing.
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2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
KLAMATH FALLS NATIONAL FISH HATCHERY
100% DESIGN
PHASE 3
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FISH AND WILDLIFE SERVICE
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SUBMITTED BY REGIONAL ENGINEER
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PROGRAMMATIC REVIEW
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REVIEWED FOR ADA COMPLIANCE
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REVIEWED FOR ENVIRONMENTAL COMPLIANCE
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CERTIFIED 10 CFR 435 COMPLIANCE (ENERGY)
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SUBMITTED BY PROJECT MANAGER
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DATE
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REV.
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SHEET __ OF __
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DRAWING NO.
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DRAWN
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DATE
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SURVEYED
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DESIGNED
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PORTLAND, OREGON
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CHECKED
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UNITED STATES DEPARTMENT OF THE INTERIOR
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REGION 1, OFFICE OF ENGINEERING
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DESCRIPTION
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BY
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REVIEWED FOR SAFETY COMPLIANCE
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THIS BAR IS
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ONE INCH ON
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ADJUST SCALES
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ACCORDINGLY, IF
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ON THIS SHEET
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NOT ONE INCH
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ORIGINAL DRAWING
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KLAMATH FALLS
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NATIONAL FISH HATCHERY
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PHASE 3
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COVER SHEET
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KLAMATH COUNTY
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OREGON
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SWK
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VICINITY MAP
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SCALE: NTS
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SALEM
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PORTLAND
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KLAMATH FALLS
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LOCATION MAP
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SCALE: NTS
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OREGON
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ALTAMONT
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MIDLAND
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KLAMATH FALLS
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MALIN HWY - SR 39
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MATNEY RD
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SOUTHSIDE EXPY
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S 6TH ST
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US HWY 97
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KLAMATH
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LAKE RD
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LOWER
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OREGON
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CALIFORNIA
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KLAMATH FALLS NATIONAL FISH HATCHERY
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PINE GROVE
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KLAMATH FALLS
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CALIFORNIA
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WASHINGTON
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MEDFORD
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US 97
(253) 396-0150 Fax (253) 396-0162
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DRAWING INDEX
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SHEET NO.
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COVER SHEET
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DRAWING INDEX
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GENERAL NOTES LEGEND AND ABBREVIATIONS
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KEY PLAN
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DEMOLITION AND TESC - AREA 1
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DEMOLITION AND TESC - AREA 2
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DEMOLITION AND TESC DETAILS
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DEMOLITION AND TESC DETAILS
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DEMOLITION AND TESC PHOTOS
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SITE PLAN - AREA 1
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SITE PLAN - AREA 2
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GRADING PLAN - AREA 1
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GRADING SECTIONS
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GRADING SECTIONS
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GRADING SECTIONS
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ECO BLOCK RETAINING WALL DETAILS
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POND GRADING PLAN 1
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POND GRADING PLAN 2
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POND GRADING PLAN 3
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TYPICAL POND DETAILS
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WATER SUPPLY PIPING PLAN - AREA 1
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ENLARGED WATER SUPPLY PIPING PLANS
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ENLARGED WATER SUPPLY PIPING PLANS
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ENLARGED WATER SUPPLY PIPING PLANS
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ENLARGED WATER SUPPLY PIPING PLANS
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WATER SUPPLY PIPING SECTIONS
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WATER SUPPLY PIPING SECTIONS
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WATER SUPPLY PIPING SECTIONS
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RE-USE WATER PIPING PLAN - AREA 1
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ENLARGED RE-USE WATER PIPING PLANS
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POND DRAINAGE PLAN - AREA 1
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DETENTION POND PLAN
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DETENTION POND SECTIONS
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POND DRAIN PROFILES
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DRAWING INDEX
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SHEET NO.
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POND DRAIN PROFILES
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POND DRAINAGE DETAILS
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POND DRAINAGE DETAILS
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STRUCTURAL NOTES 1
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STRUCTURAL NOTES 2
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SMALL KETTLE PLAN
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SMALL KETTLE DETAILS 1
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SMALL KETTLE DETAILS 2
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POND FRAMING PLAN 1
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POND NETTING SECTIONS AND DETAILS
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ELECTRICAL LEGEND AND GENERAL NOTES
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ELECTRICAL SITE PLAN - OVERALL
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PANEL SCHEDULES
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DESIGNED
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DRAWN
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CHECKED
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DESCRIPTION
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BY
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ORIGINAL DRAWING
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NOT ONE INCH
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ON THIS SHEET
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ACCORDINGLY, IF
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ONE INCH ON
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KLAMATH FALLS N.F.H.
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PHASE 3
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DRAWING INDEX
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CMB
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2.0
(253) 396-0150 Fax (253) 396-0162∅
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DESIGNED
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DRAWN
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DRAWING NO.
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BY
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ORIGINAL DRAWING
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NOT ONE INCH
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ON THIS SHEET
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ACCORDINGLY, IF
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LEGEND
AutoCAD SHX Text LEASE AREA PROPERTY LINE PROJECT LIMITS POWER POLE EXISTING FENCE WETLAND WETLAND SETBACK POWER EASEMENT EXISTING DITCH EXISTING CULVERT POND KETTLE EXISTING GEOTHERMAL SUPPLY EXISTING HEAD POND SUPPLY EXISTING RE-USE DRAIN EXISTING POND DRAIN EXISTING POND OUTLINE EXISTING STORM PIPE PROPOSED CULVERT AGGREGATE SURFACING HMA PAVEMENT GRASS SEEDING ROCK LINED DITCH CONCRETE EXISTING GRAVEL ROAD POND KETTLE BUILDING OUTLINE STORM PIPE SANITARY SEWER PIPE GEOTHERMAL SUPPLY HEAD POND SUPPLY RE-USE DRAIN POND DRAIN RE-USE/DRAIN STRUCTURE PIPE STUB PROCESS PIPING VALVE
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GENERAL NOTES:
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ABBREVIATIONS:
AutoCAD SHX Text ABA - ADDITIVE BID ALTERNATIVE - ADDITIVE BID ALTERNATIVE ADDITIVE BID ALTERNATIVE ABS - ACRYLONITRILE BUTADIENE - ACRYLONITRILE BUTADIENE ACRYLONITRILE BUTADIENE STYRENE ADD'L - ADDITIONAL - ADDITIONAL ADDITIONAL ALUM - ALUMINUM - ALUMINUM ALUMINUM - ANGLE - ANGLE ANGLE APPROX - APPROXIMATELY - APPROXIMATELY APPROXIMATELY @ - AT - AT AT AVG - AVERAGE - AVERAGE AVERAGE B/ - BOTTOM OF - BOTTOM OF BOTTOM OF BLDG - BUILDING - BUILDING BUILDING BM - BEAM, BENCH MARK - BEAM, BENCH MARK BEAM, BENCH MARK BMP - BEST MANAGEMENT PRACTICES - BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES BOT - BOTTOM - BOTTOM BOTTOM BRG - BEARING - BEARING BEARING BTWN - BETWEEN - BETWEEN BETWEEN CB - CATCH BASIN - CATCH BASIN CATCH BASIN CC - CENTER TO CENTER - CENTER TO CENTER CENTER TO CENTER , CL - CENTERLINE - CENTERLINE CENTERLINE CDF - CONTROL DENSITY FILL - CONTROL DENSITY FILL CONTROL DENSITY FILL CFS - CUBIC FEET PER SECOND - CUBIC FEET PER SECOND CUBIC FEET PER SECOND CG - CENTER OF GRAVITY - CENTER OF GRAVITY CENTER OF GRAVITY CHEM - CHEMICAL - CHEMICAL CHEMICAL CIP - CAST IN PLACE - CAST IN PLACE CAST IN PLACE CIR - CIRCULAR - CIRCULAR CIRCULAR CJ - CONSTRUCTION JOINT - CONSTRUCTION JOINT CONSTRUCTION JOINT CJP - COMPLETE JOINT PENETRATION - COMPLETE JOINT PENETRATION COMPLETE JOINT PENETRATION CLR - CLEARANCE - CLEARANCE CLEARANCE COL - COLUMN - COLUMN COLUMN CONC - CONCRETE - CONCRETE CONCRETE CONN - CONNECTOR - CONNECTOR CONNECTOR CONT - CONTINUOUS - CONTINUOUS CONTINUOUS CMP - CORRUGATED METAL PIPE - CORRUGATED METAL PIPE CORRUGATED METAL PIPE CP, UP - COMPLETE PENETRATION - COMPLETE PENETRATION COMPLETE PENETRATION DB - DRAIN BASIN - DRAIN BASIN DRAIN BASIN DEMO - DEMOLITION - DEMOLITION DEMOLITION DEQ - OREGON DEPARTMENT OF - OREGON DEPARTMENT OF OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY DESC - DESCRIPTION - DESCRIPTION DESCRIPTION DET, DTL - DETAIL - DETAIL DETAIL DIA, - DIAMETER - DIAMETER DIAMETER DIAG - DIAGONAL - DIAGONAL DIAGONAL DIM - DIMENSION - DIMENSION DIMENSION DIST - DISTANCE - DISTANCE DISTANCE DOT - DEPARTMENT OF - DEPARTMENT OF DEPARTMENT OF TRANSPORTATION DS - DRAIN SUPPLY - DRAIN SUPPLY DRAIN SUPPLY DWG - AUTOCAD DRAWING - AUTOCAD DRAWING AUTOCAD DRAWING E - EASTING - EASTING EASTING EA - EACH - EACH EACH EF - EACH FACE - EACH FACE EACH FACE EG - EXISTING GRADE - EXISTING GRADE EXISTING GRADE EL, ELEV, ELV - ELEVATION - ELEVATION ELEVATION ENL - ENLARGED - ENLARGED ENLARGED EOP - EDGE OF PAVEMENT - EDGE OF PAVEMENT EDGE OF PAVEMENT EQ - EQUAL - EQUAL EQUAL EST - ESTIMATE - ESTIMATE ESTIMATE ES - EACH SIDE - EACH SIDE EACH SIDE EW - EACH WAY - EACH WAY EACH WAY EX, EXIST, EXG - EXISTING - EXISTING EXISTING EXP - EXPANSION - EXPANSION EXPANSION EXT - EXTERIOR - EXTERIOR EXTERIOR FB - FLAT BAR - FLAT BAR FLAT BAR FD - FOUNDATION DRAIN - FOUNDATION DRAIN FOUNDATION DRAIN FND - FOUNDATION - FOUNDATION FOUNDATION FF - FINISH FLOOR - FINISH FLOOR FINISH FLOOR FG - FINISHED GRADE - FINISHED GRADE FINISHED GRADE FLG - FLANGE - FLANGE FLANGE FRP - FIBER REINFORCED PLASTIC - FIBER REINFORCED PLASTIC FIBER REINFORCED PLASTIC FT - FEET - FEET FEET FTG - FOOTING - FOOTING FOOTING FW - FISHWAY - FISHWAY FISHWAY GALV - GALVANIZED STEEL - GALVANIZED STEEL GALVANIZED STEEL GA - GAUGE - GAUGE GAUGE GAL - GALLON - GALLON GALLON GPM - GALLONS PER MINUTE - GALLONS PER MINUTE GALLONS PER MINUTE GS - GEOTHERMAL SUPPLY - GEOTHERMAL SUPPLY GEOTHERMAL SUPPLY HDPE - HIGH DENSITY POLYETHYLENE - HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE PIPE HORIZ, HORZ, HRZ, H - HORIZONTAL - HORIZONTAL HORIZONTAL HPS - HEAD POND SUPPLY - HEAD POND SUPPLY HEAD POND SUPPLY ID - INSIDE DIAMETER - INSIDE DIAMETER INSIDE DIAMETER IRP - INFLUENT RETENTION POND - INFLUENT RETENTION POND INFLUENT RETENTION POND IN - INCH - INCH INCH IE - INVERT ELEVATION - INVERT ELEVATION INVERT ELEVATION JT - JOINT - JOINT JOINT LG - LONG - LONG LONG KSF - KIPS PER SQ FT - KIPS PER SQ FT KIPS PER SQ FT KSI - KIPS PER SQ INCH - KIPS PER SQ INCH KIPS PER SQ INCH KVA - THOUSAND VOLT AMPS - THOUSAND VOLT AMPS THOUSAND VOLT AMPS LB - POUND - POUND POUND LF - LINEAL FOOT - LINEAL FOOT LINEAL FOOT LK - LOCK - LOCK LOCK LLV - LONG LEG VERTICAL - LONG LEG VERTICAL LONG LEG VERTICAL LOC - LOCATION('S) - LOCATION('S) LOCATION('S) LSL - LONG SLOTTED HOLE - LONG SLOTTED HOLE LONG SLOTTED HOLE LT - LEFT - LEFT LEFT MAX - MAXIMUM - MAXIMUM MAXIMUM M/E - MATCH EXISTING - MATCH EXISTING MATCH EXISTING MIN - MINIMUM - MINIMUM MINIMUM MFG - MANUFACTURER'S - MANUFACTURER'S MANUFACTURER'S MISC - MISCELLANEOUS - MISCELLANEOUS MISCELLANEOUS MH - MANHOLE - MANHOLE MANHOLE MOD - MODEL - MODEL MODEL MUTCD - MANUAL ON UNIFORM TRAFFIC - MANUAL ON UNIFORM TRAFFIC MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N - NORTHING - NORTHING NORTHING N.F.H. - NATIONAL FISH HATCHERY - NATIONAL FISH HATCHERY NATIONAL FISH HATCHERY NIC - NOT IN CONTRACT - NOT IN CONTRACT NOT IN CONTRACT NO - NUMBER - NUMBER NUMBER NTS - NOT TO SCALE - NOT TO SCALE NOT TO SCALE OC - ON CENTER - ON CENTER ON CENTER OD - OUTSIDE DIAMETER - OUTSIDE DIAMETER OUTSIDE DIAMETER ODOT - OREGON DEPARTMENT OF - OREGON DEPARTMENT OF OREGON DEPARTMENT OF TRANSPORTATION OHWM - ORDINARY HIGH WATER MARK - ORDINARY HIGH WATER MARK ORDINARY HIGH WATER MARK OPP - OPPOSITE - OPPOSITE OPPOSITE OSHA - OPERATION SAFETY AND HEALTH - OPERATION SAFETY AND HEALTH OPERATION SAFETY AND HEALTH ADMINISTRATION OSS - OREGON STANDARD - OREGON STANDARD OREGON STANDARD SPECIFICATIONS PD - POND DRAIN - POND DRAIN POND DRAIN PEB - PRE-ENGINEERED BUILDING - PRE-ENGINEERED BUILDING PRE-ENGINEERED BUILDING PI - POINT OF INTERSECTION - POINT OF INTERSECTION POINT OF INTERSECTION PL - PLATE - PLATE PLATE - PROPERTY LINE - PROPERTY LINE PROPERTY LINE PLC - PLACE - PLACE PLACE PREFAB - PRE-FABRICATED - PRE-FABRICATED PRE-FABRICATED PSF - POUNDS PER SQ FT - POUNDS PER SQ FT POUNDS PER SQ FT PSI - POUNDS PER SQ IN - POUNDS PER SQ IN POUNDS PER SQ IN PVC - POLYVINYL CHLORIDE - POLYVINYL CHLORIDE POLYVINYL CHLORIDE R - RADIUS - RADIUS RADIUS REF - REFERENCE INFORMATION TO - REFERENCE INFORMATION TO REFERENCE INFORMATION TO BE VERIFIED BY CONTRACTOR REINF - REINFORCING - REINFORCING REINFORCING REQ, REQ'D - REQUIRED - REQUIRED REQUIRED RET - RETAINING - RETAINING RETAINING RS - RE-USE SUPPLY - RE-USE SUPPLY RE-USE SUPPLY RT - RIGHT - RIGHT RIGHT RUD - RE-USE DRAIN - RE-USE DRAIN RE-USE DRAIN R/W - RETAINING WALL - RETAINING WALL RETAINING WALL SBA - SUBTRACTIVE BID ALTERNATE - SUBTRACTIVE BID ALTERNATE SUBTRACTIVE BID ALTERNATE SD - STORM DRAIN - STORM DRAIN STORM DRAIN SEC - SECTION - SECTION SECTION SF - SQUARE FEET - SQUARE FEET SQUARE FEET SHT - SHEET - SHEET SHEET SIM - SIMILAR - SIMILAR SIMILAR SPA - SPACING - SPACING SPACING SPEC - SPECIFICATION - SPECIFICATION SPECIFICATION SPECS - PROJECT SPECIFICATIONS - PROJECT SPECIFICATIONS PROJECT SPECIFICATIONS SQ - SQUARE - SQUARE SQUARE SS - STAINLESS STEEL - STAINLESS STEEL STAINLESS STEEL STA - STATION - STATION STATION STD - STANDARD - STANDARD STANDARD STIFF - STIFFENER - STIFFENER STIFFENER SYM - SYMMETRICAL - SYMMETRICAL SYMMETRICAL TESC - TEMPORARY EROSION AND - TEMPORARY EROSION AND TEMPORARY EROSION AND SEDIMENT CONTROL T/ - TOP OF - TOP OF TOP OF T&B - TOP & BOTTOM - TOP & BOTTOM TOP & BOTTOM THK - THICK(NESS) - THICK(NESS) THICK(NESS) THRU - THROUGH - THROUGH THROUGH TOW/TW - TOP OF WALL - TOP OF WALL TOP OF WALL TR - THREADED ROD - THREADED ROD THREADED ROD TS - TOP OF SLAB - TOP OF SLAB TOP OF SLAB TYP - TYPICAL - TYPICAL TYPICAL UNO - UNLESS NOTED OTHERWISE - UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE USFWS - UNITED STATES FISH AND - UNITED STATES FISH AND UNITED STATES FISH AND WILDLIFE SERVICE VERT - VERTICAL - VERTICAL VERTICAL VIF - VERIFY IN FIELD - VERIFY IN FIELD VERIFY IN FIELD W/ - WITH - WITH WITH WF - WIDE FLANGE - WIDE FLANGE WIDE FLANGE WHS - WELDED HEADED STUD - WELDED HEADED STUD WELDED HEADED STUD W/O - WITHOUT - WITHOUT WITHOUT WP - WORK POINT - WORK POINT WORK POINT WQ - WATER QUALITY - WATER QUALITY WATER QUALITY WSEL - WATER SURFACE ELEVATION - WATER SURFACE ELEVATION WATER SURFACE ELEVATION WTS - WELDED THREADED STUD - WELDED THREADED STUD WELDED THREADED STUD WWF - WELDED WIRE FABRIC- WELDED WIRE FABRICWELDED WIRE FABRIC
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1. BEFORE ANY CONSTRUCTION BEGINS THE CONTRACTOR BEFORE ANY CONSTRUCTION BEGINS THE CONTRACTOR SHALL CONDUCT AN ON-SITE PRE-CONSTRUCTION MEETING WITH USFWS, KPFF, HART CROWSER, AND THE PRIVATE PROPERTY OWNER. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN ANY CONSTRUCTION EASEMENT PERMITS ASSOCIATED WITH THIS WORK. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, CITY OF KLAMATH FALLS CONSTRUCTION STANDARDS. 4. A COPY OF THE APPROVED PLANS SHALL BE ON SITE AT A COPY OF THE APPROVED PLANS SHALL BE ON SITE AT ALL TIMES. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE WORKING CONDITIONS AND ENSURING SAFETY AND PROTECTION AROUND EXISTING HATCHERY OPERATION. 6. THE EXISTENCE, LOCATION, AND CHARACTERISTICS OF THE EXISTENCE, LOCATION, AND CHARACTERISTICS OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM FIELD SURVEY. NO REPRESENTATION IS MADE TO THE FULL ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM CONDITIONS. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OTHERWISE IDENTIFIED FOR DEMOLITION.
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DETAILING CONVENTION:
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DETAILS:
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SECTIONS:
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DETAIL NUMBER
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SHEET WHERE DETAIL IS TAKEN
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SHEET WHERE DETAIL IS SHOWN
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SECTION LETTER
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SHEET WHERE SECTION IS TAKEN
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SHEET WHERE SECTION IS SHOWN
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KLAMATH FALLS N.F.H.
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PHASE 3
AutoCAD SHX Text 3/17/2023
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AutoCAD SHX Text G1.2
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GENERAL NOTES LEGEND AND ABBREVIATIONS
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CMB
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JTB
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2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
AutoCAD SHX Text P
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WETLAND D
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WETLAND B
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WETLAND C
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LAND
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WET-
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WETLAND D
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WETLAND B
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WETLAND C
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LAND
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WET-
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WETLAND D
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WETLAND B
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WETLAND C
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LAND
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WET-
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WETLAND D
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WETLAND B
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WETLAND C
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LAND
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WET-
AutoCAD SHX Text A
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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REV.
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DATE
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DESCRIPTION
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BY
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SHEET __ OF __
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ORIGINAL DRAWING
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NOT ONE INCH
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ON THIS SHEET
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ACCORDINGLY, IF
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ADJUST SCALES
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ONE INCH ON
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THIS BAR IS
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VERIFY SCALE
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GRAPHIC SCALE
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AutoCAD SHX Text N
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PROJECT
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NORTH
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EXISTING SITE INGRESS/EGRESS
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DRAWING AREA 1
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DRAWING AREA 2
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LEASE AREA 1
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LEASE AREA 2
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PROPERTY LINE
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EXISTING INFLUENT RETENTION POND (NIC - CONSTRUCTED IN PHASE 1)
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REARING PONDS, C7-C12, D1-D6
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EXISTING MAINTENANCE BUILDING
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EXISTING REARING PONDS (NIC - CONSTRUCTED IN PHASE 1)
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EFFLUENT POND, D10
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EXISTING INFLUENT RETENTION POND
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EXISTING GEOTHERMAL WELL
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BID OPTION DESCRIPTIONS:
AutoCAD SHX Text A. BASE BID INCLUDES INCLUDES BUT IS NOT LIMITED TO BASE BID INCLUDES INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF SIX 1/4-ACRE, LINED, EARTHEN BERM SIX 1/4-ACRE, LINED, EARTHEN BERM AQUACULTURE PONDS (C7-C12) AND ASSOCIATED ACCESS ROADS, CRUSHED STONE ROAD SURFACING, WATER SUPPLY, CAST-IN-PLACE CONCRETE POND KETTLES, AND POND DRAINAGE AND CONSTRUCTION OF SIX 1/2-ACRE, LINED, EARTHEN BERM AQUACULTURE PONDS (D1-D6) AND ASSOCIATED ACCESS ROADS, CRUSHED STONE ROAD SURFACING, WATER SUPPLY, CAST-IN-PLACE CONCRETE POND KETTLES, AND POND DRAINAGE. . B. OPTION 1 INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF OPTION 1 INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF APPROXIMATELY ACRE EFFLUENT POND D10, EARTHEN BERM, 12 ACRE EFFLUENT POND D10, EARTHEN BERM, ASSOCIATED ACCESS ROADS, CRUSHED STONE ROAD SURFACING, AND POND DRAINAGE PIPING. C. OPTION 2 INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF OPTION 2 INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF SIX 0.08 ACRE, LINED, EARTHEN BERM AQUACULTURE PONDS (A1-A6) AND ASSOCIATED ACCESS ROADS, CRUSHED STONE ROAD SURFACING, WATER SUPPLY, CAST-IN-PLACE CONCRETE POND KETTLES, AND POND DRAINAGE PIPING. D. OPTION 3 INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF OPTION 3 INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF TWO 1/2-ACRE, LINED, EARTHEN BERM AQUACULTURE PONDS (D7-D8) AND ASSOCIATED ACCESS ROADS, CRUSHED STONE ROAD SURFACING, WATER SUPPLY, CAST-IN-PLACE CONCRETE POND KETTLES, AND POND DRAINAGE PIPING.
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LEGEND:
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PROPERTY LINE
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LEASE AREA 1
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REUSE DRAIN
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POND DRAIN
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EXISTING POND DRAIN
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PROPOSED CONTOUR
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EXISTING FENCE
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PHASE 3 BOUNDARY
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BID ITEM BOUNDARIES
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HEAD POND SUPPLY
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GEOTHERMAL SUPPLY
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EXISTING GEOTHERMAL SUPPLY
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EXISTING CONTOUR
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WETLAND BUFFER
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PROPERTY LINE
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KLAMATH FALLS N.F.H.
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PHASE 3
AutoCAD SHX Text 3/17/2023
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AutoCAD SHX Text
AutoCAD SHX Text G1.3
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KEY PLAN
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CMB
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JTB
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SWK
AutoCAD SHX Text 4.0
AutoCAD SHX Text HATCHERY BUILDING, MAINTENANCE BUILDING, AND VEHICLE CIRCULATION AREA (NIC -CONSTRUCTED IN PHASE 2)
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BROOD STOCK PONDS A1-A6
REARING PONDS, D7-D8
GEO
G
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G
EO
G
EO
G
EO
G
EO
G
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G
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SD
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M
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X X
X X
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HATCHERY
BUILDING
7,348 SF
FF 4137.0
MAINTENANCE
BUILDING
7,348 SF
FF 4137.7
CHEM
STORAGE
FEED
STORAGE
2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
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EDGE OF CONCRETE DRAINAGE STRUCTURE
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12" PVC IE 4141.12
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12" PVC IE 4140.73
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18" CPP IE 4133.87
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12" PVC IE 4141.79
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12" PVC IE 4125.92
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12" PVC IE 4133.89
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6" STL IE 4128.91
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6" STL IE 4129.15
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6" STL END IE 4138.93
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18" CPP IE 4136.85
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12" PVC IE 4140.74
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12" PVC IE 4140.70
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12" CMP IE 4148.04
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EXISTING HATCHERY BUILDING
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WETLAND C
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WETLAND D
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WETLAND C
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WETLAND D
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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REV.
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DATE
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DESCRIPTION
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BY
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SHEET __ OF __
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ORIGINAL DRAWING
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NOT ONE INCH
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ON THIS SHEET
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ACCORDINGLY, IF
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ADJUST SCALES
AutoCAD SHX Text 0" 1"
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ONE INCH ON
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THIS BAR IS
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VERIFY SCALE
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GRAPHIC SCALE
AutoCAD SHX Text 1 inch = ft.
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AutoCAD SHX Text N
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PROJECT
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NORTH
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USFWS LEASE BOUNDARY
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MATCHLINE - D1.2
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USFWS LEASE BOUNDARY
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DEMO EXISTING TILAPIA PONDS, TYP OF 6, SEE NOTE 9
AutoCAD SHX Text 715 LF SILT FENCE W/ COMPOST SOCK. INSTALLED IN PHASE 1/2, TO BE MAINTAINED IN PHASE 3
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LEGEND:
AutoCAD SHX Text SILT FENCE COMPOST SOCK DIVERSION SWALE SEDIMENT TRAP UTILITY LINE DEMO CONCRETE WASHOUT
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AutoCAD SHX Text 5, 6, 66
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TESC AND DEMO SEQUENCING
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1. ESTABLISH AND MAINTAIN TEMPORARY CONSTRUCTION ESTABLISH AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE. 2. INSTALL AND MAINTAIN NECESSARY SILT FENCING WITHIN INSTALL AND MAINTAIN NECESSARY SILT FENCING WITHIN THE LIMITS OF WORK SHOWN. 3. FOR DISTURBED AREAS, INCLUDING STOCKPILES, THAT FOR DISTURBED AREAS, INCLUDING STOCKPILES, THAT REMAIN INACTIVE FOR MORE THAN SEVEN (7) DAYS, PROVIDE TEMPORARY STABILIZATION IN ADDITION TO THE TESC MEASURES SHOWN. 4. INSTALL AND MAINTAIN NECESSARY DIVERSION SWALES INSTALL AND MAINTAIN NECESSARY DIVERSION SWALES ASSOCIATED SEDIMENT TRAPS, AND CONCRETE WASHOUT. 5. COMPLETE DEMOLITION AS SHOWN ON SHEETS D1.1-D1.2 COMPLETE DEMOLITION AS SHOWN ON SHEETS D1.1-D1.2 6. MAINTAIN ALL TESC MEASURES SHOWN AND INSTALL MAINTAIN ALL TESC MEASURES SHOWN AND INSTALL ADDITIONAL TESC MEASURES AS NEEDED THROUGH COMPLETION OF CONSTRUCTION ON SITE TO MAINTAIN COMPLIANCE WITH PERMITS. 7. EXISTING GEOTHERMAL SUPPLY LINE, POND DRAINAGE EXISTING GEOTHERMAL SUPPLY LINE, POND DRAINAGE LINE, AND ALL EXISTING UTILITIES ONSITE NOT MARKED FOR REMOVAL TO BE PROTECTED IN PLACE AND MAINTAINED. 8. CONTRACTOR SHALL PROVIDE MEASURES TO PREVENT CONTRACTOR SHALL PROVIDE MEASURES TO PREVENT TRACKOUT OF MATERIALS ONTO PUBLIC ROADWAY, WHICH MAY INCLUDE SWEEPING OF HMA DRIVEWAY, TRUCK/VEHCILE WASH AREAS OR OTHER MEASURES AS REQUIRED. 9. TILAPIA POND DEMOLITION SHALL INCLUDE REMOVAL AND TILAPIA POND DEMOLITION SHALL INCLUDE REMOVAL AND DISPOSAL OF POND LINERS, BIRD PREDATION PREVENTION SCREENS AND SUPPORTS, AND WATER SUPPLY PIPING AND DRAINAGE PIPING. SEE SHEET D1.5 FOR TYPICAL TILAPIA POND. 10. AQUACULTURE POND DEMOLITION SHALL INCLUDE AQUACULTURE POND DEMOLITION SHALL INCLUDE REMOVAL AND DISPOSAL OF POND LINERS, BIRD PREDATION PREVENTION SCREENS AND SUPPORTS, AND WATER SUPPLY PIPING AND DRAINAGE PIPING. SEE SHEET D1.5 FOR TYPICAL AQUICULTURE POND.
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EXISTING ACCESS ROAD
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EXISTING BUILDING TO BE REMOVED BY USFWS IN COORDINATION WITH CONTRACTOR
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PROPERTY LINE
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REMOVE 6" DRAIN PIPE AS NEEDED TO INSTALL RETAINING WALL, CAP PIPE.
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GS MAIN EST. IN PHASE 1
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EXISTING ROCK LINED DITCH
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KLAMATH FALLS N.F.H.
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PHASE 3
AutoCAD SHX Text 3/17/2023
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AutoCAD SHX Text D1.1
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DEMOLITION AND TESC - AREA 1
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CMB
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JTB
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SWK
AutoCAD SHX Text 5.0
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276 LF SILT FENCE
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1807 LF SILT FENCE
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CONCRETE WASHOUT
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SEDIMENT TRAP, DISCHARGE ALL DEWATERING FOR UTILITY TRENCHES IN SEDIMENT TRAP.
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DIVERSION SWALE
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DEMO 12' PONDDRAIN PIPING
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50' SETBACK FROM WETLANDS
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STOCKPILE LOCATION, 8,500 SF
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SILT FENCE AT BASE OF STOCKPILE, 412 LF
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DEMO EX CONC DRAINAGE STRUCTURE AND RAMP, SEE SHEET D1.5
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CRUSHED ROCK CONSTRUCTION ACCESS
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CONCRETE WASHOUT
AutoCAD SHX Text 776 LF SILT FENCE W/ COMPOST SOCK, INSTALLED IN PHASE 1/2, TO BE MAINTAINED IN PHASE 3.
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DEMO EXISTING AQUACULTURE PONDS, TYP OF 4, SEE NOTE 10
AutoCAD SHX Text EX STOCKPILE AREA ESTABLISHED IN PHASE 1 CONSTRUCTION, GRADED TO ±4148.0 MIN AND±4153.0 MAX
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DEMO 405LF 18" CPP
DEMO 12' POND DRAIN PIPING
E(O H)
E(O H
GEO
GEO
GEO
GEO GEO GEO GEO GEO
GEO
W W
W
W
W
W
W W
GEO
GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO GEO
M
M
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P
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XX
A A A A A A A A A A A A
W
W W W W W W W W W W W W
W
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X X
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2407 North 31st Street, Suite 100 Tacoma, Washington 98407
(253) 396-0150 Fax (253) 396-0162
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EXISTING HATCHERY BUILDING
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12" CMP IE 4120.49
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12" CMP IE 4123.18
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12" CMP IE 4122.56
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12" CMP IE 4123.74
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12" CPP IE 4128.75
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12" CMP IE 4133.09
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12" CMP IE 4133.34
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12" CMP IE 4140.46
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12" CMP IE 4141.76
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6" STL IE 4127.64
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12" CPP IE 4127.55
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6" STL IE 4128.91
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6" STL IE 4141.21
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6" STL IE 4143.83
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6" STL IE 4145.29
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2" WATER LINE FROM TEMPERING POND, PE DOWNSTREAM OF VALVE
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2" WATER LINE FROM TEMPERING POND, PVC UPSTREAM OF VALVE
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2" PVC IE 4153.23
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2" PVC IE 4153.06
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1" PVC IE 4153.14
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1" PVC IE 4153.20
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1" PVC IE 4153.37
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1" PVC IE 4152.89
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6" STL IE 4146.27
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3" ALUM IE 4152.41
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2" STL INTO 3" ALUM IE 4155.28
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2" STL IE 4155.51
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1" PVC W/ WIRES IE 4155.59
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6" STL IE 4156.71
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2" STL IE 4156.52
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6" STL IE 4156.56
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1" PVC W/ WIRES IE 4156.04
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6" STL IE 4131.26
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EXISTING ±16' DRIVEWAY
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EXISTING ±13' DRIVEWAY
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EXISTING PUMPHOUSE
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EXISTING TEMPERING POND
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6" STL IE 4135.71
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2" PVC AIR HOSE
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2" PVC AIR HOSE
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LAND
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WET-
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LAND
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WET-
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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REV.
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DATE
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DESCRIPTION
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BY
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SHEET __ OF __
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ORIGINAL DRAWING
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NOT ONE INCH
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ON THIS SHEET
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ACCORDINGLY, IF
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ADJUST SCALES
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ONE INCH ON
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THIS BAR IS
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VERIFY SCALE
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GRAPHIC SCALE
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AutoCAD SHX Text N
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PROJECT
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NORTH
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MATCHLINE - D1.1
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EXISTING GEOTHERMAL WELL
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USFWS LEASE BOUNDARY
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DEMO EXISTING TILAPIA PONDS, TYP OF 8, SEE NOTE 9
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LEGEND:
AutoCAD SHX Text SILT FENCE COMPOST SOCK DIVERSION SWALE SEDIMENT TRAP UTILITY LINE DEMO CONCRETE WASHOUT
AutoCAD SHX Text
AutoCAD SHX Text 5, 6, 66
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TESC AND DEMO SEQUENCING
AutoCAD SHX Text
1. ESTABLISH AND MAINTAIN TEMPORARY CONSTRUCTION ESTABLISH AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE. 2. INSTALL AND MAINTAIN NECESSARY SILT FENCING WITHIN INSTALL AND MAINTAIN NECESSARY SILT FENCING WITHIN THE LIMITS OF WORK SHOWN. 3. FOR DISTURBED AREAS, INCLUDING STOCKPILES, THAT FOR DISTURBED AREAS, INCLUDING STOCKPILES, THAT REMAIN INACTIVE FOR MORE THAN SEVEN (7) DAYS, PROVIDE TEMPORARY STABILIZATION IN ADDITION TO THE TESC MEASURES SHOWN. 4. INSTALL AND MAINTAIN NECESSARY DIVERSION SWALES INSTALL AND MAINTAIN NECESSARY DIVERSION SWALES ASSOCIATED SEDIMENT TRAPS, AND CONCRETE WASHOUT. 5. COMPLETE DEMOLITION AS SHOWN ON SHEETS D1.1-D1.2 COMPLETE DEMOLITION AS SHOWN ON SHEETS D1.1-D1.2 6. MAINTAIN ALL TESC MEASURES SHOWN AND INSTALL MAINTAIN ALL TESC MEASURES SHOWN AND INSTALL ADDITIONAL TESC MEASURES AS NEEDED THROUGH COMPLETION OF CONSTRUCTION ON SITE TO MAINTAIN COMPLIANCE WITH PERMITS. 7. EXISTING GEOTHERMAL SUPPLY LINE, POND DRAINAGE EXISTING GEOTHERMAL SUPPLY LINE, POND DRAINAGE LINE, AND ALL EXISTING UTILITIES ONSITE NOT MARKED FOR REMOVAL TO BE PROTECTED IN PLACE AND MAINTAINED. 8. CONTRACTOR SHALL PROVIDE MEASURES TO PREVENT CONTRACTOR SHALL PROVIDE MEASURES TO PREVENT TRACKOUT OF MATERIALS ONTO PUBLIC ROADWAY, WHICH MAY INCLUDE SWEEPING OF HMA DRIVEWAY, TRUCK/VEHCILE WASH AREAS OR OTHER MEASURES AS REQUIRED. 9. TILAPIA POND DEMOLITION SHALL INCLUDE REMOVAL AND TILAPIA POND DEMOLITION SHALL INCLUDE REMOVAL AND DISPOSAL OF POND LINERS, BIRD PREDATION PREVENTION SCREENS AND SUPPORTS, AND WATER SUPPLY PIPING AND DRAINAGE PIPING. SEE SHEET D1.5 FOR TYPICAL TILAPIA POND. 10. AQUACULTURE POND DEMOLITION SHALL INCLUDE AQUACULTURE POND DEMOLITION SHALL INCLUDE REMOVAL AND DISPOSAL OF POND LINERS, BIRD PREDATION PREVENTION SCREENS AND SUPPORTS, AND WATER SUPPLY PIPING AND DRAINAGE PIPING. SEE SHEET D1.5 FOR TYPICAL AQUICULTURE POND.
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PROTECT IN PLACE
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INFLUENT RETENTION POND, PROTECT IN PLACE
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148 LF SILT FENCE W/ COMPOST SOCK
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776 LF SILT FENCE W/ COMPOST SOCK
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EXISTING HMA DRIVEWAY, SEE NOTE 8
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GS MAIN EST. IN PHASE 1
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KLAMATH FALLS N.F.H.
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PHASE 3
AutoCAD SHX Text 3/17/2023
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D1.2
AutoCAD SHX Text
DEMOLITION AND TESC - AREA 2
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CMB
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JTB
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SWK
AutoCAD SHX Text 6.0
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315 LF SILT FENCE
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EXISTING INFLUENT RENTENTION PONDS
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DEMO WATER LINE
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DEMO EX ACCESS ROAD
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1. SEED USED FOR TEMPORARY OR PERMANENT SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF CASCADE SEED MIX. SEE SPECIFICATIONS FOR APPROPRIATE APPLICATION RATE. 2. SLOPE TO RECEIVE TEMPORARY OR SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. 3. LONG TERM SLOPE STABILIZATION MEASURES LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 4. DUE TO ARID NATURE OF SITE, PROVIDE DUE TO ARID NATURE OF SITE, PROVIDE EROSION CONTROL BLANKET IN ALL AREAS TO BE SEEDED. EROSION CONTROL BLANKET TO BE JUTE MATTING, OR OTHER EROSION CONTROL BLANKET APPROVED BY DEQ. SEE DETAIL 5 ON SHEET D1.3. SEE SHEETS C1.1 D1.3. SEE SHEETS C1.1 . SEE SHEETS C1.1 C1.1 AND C1.2 FOR EROSION CONTROL BLANKET C1.2 FOR EROSION CONTROL BLANKET FOR EROSION CONTROL BLANKET LOCATIONS. 5. TEMPORARY SLOPE STABILIZATION MEASURES TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 6. STOCKPILED SOIL OR STRIPING SHALL BE STOCKPILED SOIL OR STRIPING SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SILT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 7. EXPOSED CUT OR FILL AREAS SHALL BE EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SILT FENCES OR WATTLES, OR OTHER APPROVED MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL MEASURES. 8. AREAS SUBJECT TO WIND EROSION SHALL AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 9. CONSTRUCTION ENTRANCES SHALL BE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. ACTIVE INLETS TO STORM WATER SYSTEMS ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 11. SATURATED MATERIALS THAT ARE HAULED SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATERTIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT LADEN WATER. 12. AN AREA SHALL BE PROVIDED FOR THE AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKING IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASHOUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASHOUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHED 50% OF THE CAPACITY. 13. SWEEPINGS FROM EXPOSED AGGREGATE SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 14. AVOID PAVING IN WET WEATHER WHEN PAVING AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 15. USE BMPs SUCH AS CHECK-DAMS, BERMS, USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 16. COVER CATCH BASINS, MANHOLES, AND COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ECT. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. 17. STRAW MUCH AND/OR HYDROSEED SHALL BE STRAW MUCH AND/OR HYDROSEED SHALL BE USED FOR TEMPORARY STABILIZATION OF EXPOSED SOILS AFTER EXCAVATION.
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TESC NOTES
SEDIMENT TRAP, DISCHARGE ALL DEWATERING FOR UTILITY TRENCHES IN SEDIMENT TRAP. CONTRACTOR TO PROVIDE PUMP AND HOSE SYSTEM FOR DEWATERING. ALL WATER GENERATED BY DEWATERING ACTIVITIES SHALL FULLY INFILTRATE IN SEDIMENT TRAP. CONTRACTOR SHALL MONITOR DEWATERING AN ADJUST SEDIMENT TRAP SIZE BASED ON DEWATERING NEEDS.
(253) 396-0150 Fax (253) 396-0162
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%%UPROFILE%%U
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6' MAX SPACING
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%%UFRONT VIEW%%U
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NTS
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%%UPLAN VIEW%%U
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3' MIN FROM
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TOE OF SLOPE
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%%USLOPE STEEPNESS%%U
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%%UMAX. SLOPE LENGTH%%U
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4:1 & FLATTER
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50 FEET
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75 FEET
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100 FEET
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AutoCAD SHX Text NOTES: 1. BURY BOTTOM OF FILTER FABRIC 6" BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. VERTICALLY BELOW FINISHED GRADE. 2. 2"X 2" FIR, PINE OR STEEL FENCE POSTS. 2"X 2" FIR, PINE OR STEEL FENCE POSTS. 3. POSTS TO BE INSTALLED ON UPHILL POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE (STITCHED FABRIC). SIDE OF SLOPE (STITCHED FABRIC). 4. POSTS TO BE INSTALLED ON DOWNHILL POSTS TO BE INSTALLED ON DOWNHILL SIDE OF SLOPE (STAPLED FABRIC). SIDE OF SLOPE (STAPLED FABRIC). 5. COMPACT BOTH SIDES OF FILTER FABRIC COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. TRENCH. 6. MAXIMUM DRAINAGE AREA FOR OVERLAND MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT FLOW TO A SILT FENCE SHALL NOT EXCEED ACRE PER 100 LF OF FENCE. EXCEED ACRE PER 100 LF OF FENCE. 12 ACRE PER 100 LF OF FENCE. 7. SILT FENCE SHALL NOT BE USED FOR SILT FENCE SHALL NOT BE USED FOR CONCENTRATED FLOWS UNLESS APPROVED CONCENTRATED FLOWS UNLESS APPROVED BY PUBLIC WORKS. BY PUBLIC WORKS.
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ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED
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INTERLOCKED 2" X 2" POSTS AND ATTACH
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USE STITCHED LOOPS OVER 2" X 2" POSTS
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INSTALL COMPOST SOCK ON INSIDE OF SILT FENCE WHERE REQUIRED, SEE PLANS
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ROW OR OTHER
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EXPOSED SLOPE
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BOTTOM WIDTH
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2 FEET MINIMUM; THE BOTTOM WIDTH SHALL BE LEVEL
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DEPTH
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1 FOOT MINIMUM
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SIDE SLOPE
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2H:1V OR FLATTER
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GRADE
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MAXIMUM 5 PERCENT, WITH POSITIVE DRAINAGE TO A
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SUITABLE OUTLET (SUCH AS SEDIMENTATION POND)
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%%UDIVERSION SWALE%%U
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%%UTEMPORARY DIVERSION DIKE%%U
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MIN
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MIN
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MIN
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LEVEL BOTTOM
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GRASS OR ROCK
AutoCAD SHX Text NOTES: 1. IMMEDIATELY UPON CONSTRUCTION, ESTABLISHED VEGETATION OR EROSION IMMEDIATELY UPON CONSTRUCTION, ESTABLISHED VEGETATION OR EROSION CONTROL BLANKETS ARE REQUIRED. BLANKETS ARE REQUIRED. 2. SPACING AS FOLLOWS: <5% - 300 FEET; 5-10% - 200 FEET; 10-40% - SPACING AS FOLLOWS: <5% - 300 FEET; 5-10% - 200 FEET; 10-40% - 100 FEET. FEET.
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GRADING AND EROSION CONTROL NOTES:
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1. IMPLEMENTATION OF THE GRADING AND EROSION CONTROL PLAN AND THE CONSTRUCTION, MAINTENANCE, IMPLEMENTATION OF THE GRADING AND EROSION CONTROL PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF EROSION CONTROL FACILITIES IS THE RESPONSIBILITY OF THE AND UPGRADING OF EROSION CONTROL FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/OWNER AND THEIR CONTRACTOR/SUBCONTRACTORS UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED, AND PERMANENT COVER IS ESTABLISHED ON THE SITE. GRADING AND EROSION CONTROL SHALL ESTABLISHED ON THE SITE. GRADING AND EROSION CONTROL SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS AND CITY STANDARDS. 2. THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO THE BEGINNING OF CONSTRUCTION THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. IT SHALL BE SOLE ENTRANCE OR EGRESS FROM THE SITE. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/OWNER BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/OWNER AND THEIR CONTRACTOR/SUBCONTRACTORS FOR THE DURATION OF CONSTRUCTION. 4. EROSION CONTROL MEASURES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 5. THE EROSION CONTROL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED THE EROSION CONTROL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE EROSION CONTROL FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS OR SITE CONDITIONS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 6. EROSION CONTROL FACILITIES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE PER MONTH AND EROSION CONTROL FACILITIES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE PER MONTH AND WITHIN 24 HOURS FOLLOWING A STORM EVENT. 7. VISIBLE DEPOSITS OF SEDIMENT THAT LEAVE THE SITE SHALL BE CLEANED UP WITHIN 24 HOURS AND PLACED VISIBLE DEPOSITS OF SEDIMENT THAT LEAVE THE SITE SHALL BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ONTO THE SITE OR PROPERLY DISPOSED. UNDER NO CONDITION SHALL SEDIMENT FROM THE ONTO THE SITE OR PROPERLY DISPOSED. UNDER NO CONDITION SHALL SEDIMENT FROM THE CONSTRUCTION SITE BE WASHED INTO SEWERS, DRAINAGE COURSES, OR OTHER PORTIONS OF THE CONVEYANCE SYSTEM. 8. EXCESS SOIL FROM THE SITE SHALL BE HAULED TO THE STOCKPILE AREAS SPECIFIED ON THE EROSION EXCESS SOIL FROM THE SITE SHALL BE HAULED TO THE STOCKPILE AREAS SPECIFIED ON THE EROSION CONTROL PLAN. 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE SYSTEMS SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. DUST CONTROL: PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT OF SOIL SHALL BE IMPLEMENTED DUST CONTROL: PREVENTATIVE MEASURES TO MINIMIZE WIND TRANSPORT OF SOIL SHALL BE IMPLEMENTED WHEN A NUISANCE OR TRAFFIC HAZARD MAY BE CREATED OR WHEN SEDIMENT TRANSPORTED BY WIND MAY NUISANCE OR TRAFFIC HAZARD MAY BE CREATED OR WHEN SEDIMENT TRANSPORTED BY WIND MAY BE DEPOSITED IN WATER RESOURCES. 11. ONCE CONSTRUCTION IS COMPLETE AND PERMANENT COVER IS ESTABLISHED, CALL FOR FINAL INSPECTION ONCE CONSTRUCTION IS COMPLETE AND PERMANENT COVER IS ESTABLISHED, CALL FOR FINAL INSPECTION FROM THE CITY. REMOVE TEMPORARY EROSION CONTROL MEASURES WHEN APPROVED BY THE CITY. 12. AT THE TIME OF PROJECT CLOSE-OUT, FOR THOSE REQUIRING A DEQ 1200-C PERMIT, THE CITY WILL NOT AT THE TIME OF PROJECT CLOSE-OUT, FOR THOSE REQUIRING A DEQ 1200-C PERMIT, THE CITY WILL NOT ACCEPT THE PROJECT UNTIL DEQ HAS SATISFACTORILY APPROVED THE PROJECT AND TERMINATED THE DEQ PERMIT. IN LIEU OF THAT REQUIREMENT THE DEVELOPER WILL NEED TO APPLY FOR A CITY SITE CONSTRUCTION PERMIT FOR GRADING PURPOSES ONLY. AN UPDATED PLAN AND CURRENT FEE WILL APPLY AND BE SUBMITTED WITH THE PERMIT APPLICATION. THE CITY PERMIT WILL REMAIN ACTIVE UNTIL THE DEVELOPER HAS AN APPROVED TERMINATION OF THE 1200-C PERMIT BY DEQ, WHICH A COPY SHALL BE PROVIDED TO THE CITY.
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%%USEDIMENT TRAP OUTLET%%U
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%%UCROSS SECTION%%U
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%%UNOTE:%%U
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5' MAX
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4' MIN
AutoCAD SHX Text NOTES: 1. A SILT FENCE OR SIMILAR FILTER MUST BE CONSTRUCTED TO FILTER RUNOFF A SILT FENCE OR SIMILAR FILTER MUST BE CONSTRUCTED TO FILTER RUNOFF FROM THE SEDIMENT TRAP PRIOR TO DISCHARGE FROM THE CONSTRUCTION SITE. 2. SETTLING VOLUME >= 0.5 INCH STORM VOLUME. SETTLING VOLUME >= 0.5 INCH STORM VOLUME.
AutoCAD SHX Text 2' SETTLING DEPTH & 1' DEPTH OF 2-4' ROCK (TOP) 1' DEPTH OF "- 1 " 34"- 1 " 12" WASHED GRAVEL (BOTTOM)
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OUTFLOW CHANNEL IF CONSTRUCTED BY EXCAVATION
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1' OVERFLOW DEPTH
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2' SETTLING DEPTH
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1.5' SEDIMENT STORAGE
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1' DEPTH 34" - 1 " 12" WASHED GRAVEL
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1' DEPTH 2"-4" ROCK
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MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM
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OVERFLOW SPILLWAY 10' MIN LENGTH
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%%UPLASTIC SHEETING%%U
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BARRIER AT TOE AS REQ'D
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FOR SITE CONDITIONS.
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PROTECT STOCKPILE FROM
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CONCENTRATED FLOWS.
AutoCAD SHX Text NOTES: 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. COVERING MAINTAINED TIGHTLY IN PLACE USING SANDBAGS OR TIRES ON COVERING MAINTAINED TIGHTLY IN PLACE USING SANDBAGS OR TIRES ON ROPES.
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MIN 12" OVERLAP OF SEAMS
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MATTING SLOPE INSTALLATION
AutoCAD SHX Text NOTES: 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 2. APPLY PERMANENT SEEDING APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. BLANKETS. 3. LAY BLANKETS LOOSELY AND LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE CONTACT WITH THE SOIL. DO NOT STRETCH. 4. STAKING OR STAPLING LAYOUT STAKING OR STAPLING LAYOUT PER MANUFACTURERS MANUFACTURERS SPECIFICATIONS.
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TYPICAL SLOPE SOIL STABILIZATION
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