B08_Attachment_2A_Drawings_SBD_Berkshire_Phase_1_06-08-21.pdf

PDF 8 MB Posted Jun 10, 2021

Attached to: Berkshire NFH Construct New Multipurpose Building
Solicitation number: 140F0221R0021
Issued by: Department of the Interior Fish and Wildlife Service

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Sol_140F0221R0021_Amd_0001.pdf	PDF	Jul 8, 2021
Amend_1_Attach_3_105113_fl_metal_lockers_0001.pdf	PDF	Jul 8, 2021
Amend_1_Attach_1_updated_140F0221R0021_Solicitation_sections_and_clauses_Rev_1_7_7_2021_0001.pdf	PDF	Jul 8, 2021
Amend_1_Attach_2_Questions_and_Answers_July_8_2021_0001.pdf	PDF	Jul 8, 2021
Amend_1_Attach_4_Site_Visit_Sign_in_Sheet_0001.pdf	PDF	Jul 8, 2021
B08_Attachment_4_Quote_Schedule.pdf	PDF	Jun 10, 2021
B08_Attachment_3_DBA_Wage_Determinations_Heavy_and_Building.pdf	PDF	Jun 10, 2021
B08_Attachment_1B_Specifications_Phase_2_SBD_02-26-2021.pdf	PDF	Jun 10, 2021
Sol_140F0221R0021.pdf	PDF	Jun 10, 2021
B08_Attachment_2B_Drawings_SBD_Berkshire_Phase_2_02-26-21.pdf	PDF	Jun 10, 2021
B08_Attachment_5__PAST_AND_PRESENT_PERFORMANCE_SURVEY.pdf	PDF	Jun 10, 2021
B08_Attachment_1C_Permitting_Information_Docs_Info.pdf	PDF	Jun 10, 2021
B08_Attachment_1A_Specifications_Phase_1_SBD_Revised_11-23-2020.pdf	PDF	Jun 10, 2021

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AutoCAD SHX Text %%uCIVIL NOTES

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EXISTING CONTOUR LINE

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PROCESS SUPPLY LINE (PIPE SIZE AS INDICATED)

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PS(4")

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EXISTING SANITARY SEWER LINE (PIPE SIZE AND MATERIAL AS NOTED)

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ESS(4"AC)

AutoCAD SHX Text 1052.50F

AutoCAD SHX Text 1052.10E

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SILT FENCE

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EXISTING STORM DRAIN (PIPE SIZE AS NOTED)

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EXISTING UNDERGROUND DOMESTIC WATER AND ELECTRIC LINE(S)

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EW(1")/EUE

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EXISTING UNDERGROUND ELECTRIC AND COMMUNICATION LINES

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EUE/C

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ESD(10")

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CONTOUR LINE

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EXISTING BUILDING LINE

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EXISTING SPOT GRADE

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FINISH SPOT GRADE

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FINISH SPOT GRADE

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EXISTING OVERHEAD ELECTRIC AND COMMUNICATION LINES

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EXISTING UNDERGROUND ELECTRIC LINE(S)

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EUE

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EXISTING EDGE OF ASPHALT CONCRETE PAVEMENT

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BUILDING LINE

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GRAVITY SANITARY SEWER LINE (PIPE SIZE AS INDICATED)

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SS(4")

AutoCAD SHX Text %%uCIVIL LEGEND

AutoCAD SHX Text EXISTING CONDITIONS ARE BASED ON A FIELD SURVEY BY OAK POINT ASSOCIATES CONDUCTED IN AUGUST, 2019.

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REFERENCE IS MADE TO THE FOLLOWING RECORD DRAWINGS OBTAINED FROM THE FWS:

AutoCAD SHX Text SEVEN SHEET PLAN SET ENTITLED "EGG INCUBATION FACILITY", DATED MAY, 1985, REVISED AUGUST 23, 1985, PROJECT NO. 5F-MA-82-15.1, INCLUDING DESIGN WORKSHEETS AND WHAT APPEARS TO BE AN AS-BUILT PIPING PLAN.

AutoCAD SHX Text THE FIELD SURVEY VERTICAL DATUM IS BASED ON BM#1 INDICATED ON THE PLANS REFERENCED IN NOTE 1a, ABOVE (SEE BENCHMARK NOTES, SHEET CX101). AS INDICATED ON THE RECORD DRAWINGS, BM#1 ELEVATION IS 1062.60' REFERENCED TO MEAN SEA LEVEL. THE FIELD SURVEY HORIZONTAL COORDINATES ARE BASED ON ASSUMED "LOCAL" COORDINATES.

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AutoCAD SHX Text EXISTING UNDERGROUND UTILITIES INDICATED ARE BASED ON RECORD DRAWINGS REFERENCED ABOVE AND AN UNDERGROUND UTILITY MARKOUT BY R.J. ALOISI, INC., ELECTRICAL CONTRACTORS, WITH THE MARKOUT LOCATED AS PART OF THE FIELD SURVEY. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. IN ACCORDANCE WITH STATE LAW, NOTIFY THE MASSACHUSETTS DIG SAFE SYSTEM (CALL 811 OR 888-344-7233) AT LEAST 72 HOURS PRIOR TO PLANNED EXCAVATION. OBTAIN A DIG SAFE TICKET NUMBER AS PROOF OF THE NOTIFICATION. PRIOR TO EXCAVATIONS OR SOIL DISTURBANCE ON SITE, CONTRACT WITH A PRIVATE UTILITY LOCATING FIRM TO LOCATE AND MARK THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN THE VICINITY OF THE WORK. MAINTAIN UTILITY MARKOUT FOR THE LIFE OF THE PROJECT. DO NOT DISTURB EXISTING UNDERGROUND UTILITIES TO REMAIN.

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UNDERGROUND PROPANE LINE

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AutoCAD SHX Text EXISTING UNDERGROUND STORM DRAIN AND PROCESS WASTE LINE (PIPE SIZE AND MATERIAL AS NOTED)

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EXISTING TRAIL

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WATER LINE AND ELECTRIC CONDUIT IN TRENCH (SIZES AS INDICATED)

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W(1")/UE(1")

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EXISTING CHAIN LINK FENCE

AutoCAD SHX Text TWO SHEET PLAN SET ENTITLED "PARKING AND PAVING IMPROVEMENTS", DATED FEBRUARY 9, 1979, PROJECT NO. 5F-MASS-82-10.1.

AutoCAD SHX Text FIVE SHEET PLAN SET ENTITLED "ROAD REHABILITATION", DATED MAY 31, 1978, PROJECT NO. 5F-MASS-82-9.0.

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AutoCAD SHX Text USFWS BERKSHIRE NATIONAL FISH HATCHERY DRAWING ENTITLED "DOMESTIC SEWAGE", UNDATED.

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EDGE OF ASPHALT CONCRETE PAVEMENT

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%%UCIVIL ABBREVIATIONS

AutoCAD SHX Text AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AC ASBESTOS CEMENT ASBESTOS CEMENT ALUM ALUMINUM ALUMINUM ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS BLDG BUILDING BUILDING BMPs BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES CONC CONCRETE CONCRETE CP SURVEY CONTROL POINT SURVEY CONTROL POINT DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER E EASTING EASTING ELEV ELEVATION ELEVATION EXIST EXISTING EXISTING EW EACH WAY EACH WAY FWS FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE FD FOUNDATION DRAIN FOUNDATION DRAIN FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FG FINISH GRADE FINISH GRADE FT FEET FEET GAL GALLON GALLON ID INSIDE DIAMETER INSIDE DIAMETER INV INVERTINVERT

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%%UUTILITY SERVICE NOTES:

AutoCAD SHX Text COORDINATE WITH NATIONAL GRID, NORTHAMPTON, MA (TELEPHONE: 413 582-7200), FOR PROVISION OF ELECTRIC SERVICE TO THE MULTI-PURPOSE FACILITY. PAY SERVICE/INSTALLATION FEES REQUIRED BY NATIONAL GRID.

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UE(2-4")/UC(2-2")

AutoCAD SHX Text UNDERGROUND ELECTRIC AND COMMUNICATION LINES (CONDUIT NUMBER AND SIZE AS INDICATED)

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FOUNDATION DRAIN LINE (PIPE SIZE AS INDICATED)

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FD(4")

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SIGN

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EDGE OF BANK (PROTECTED NATURAL RESOURCE)

AutoCAD SHX Text SOIL TEST PIT LOCATION (SOIL TEST PIT LOGS ARE INCLUDED AS AN APPENDIX TO SPECIFICATION SECTION 312000, EARTH MOVING)

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AutoCAD SHX Text TWO SHEET PLAN SET ENTITLED "WATER SUPPLY REHABILITATION", DATED FEBRUARY 16, 1973, PROJECT NO. 5F-MASS-82-7.0.

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AutoCAD SHX Text USFWS BERKSHIRE NATIONAL FISH HATCHERY DRAWING ENTITLED "TEST WELLS", DATED DECEMBER 11, 1964, PROJECT NO. 5F-MASS-82-6.

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AutoCAD SHX Text USFWS HARTSVILLE U.S. FISH CULTURAL STATION DRAWING ENTITLED "STATION LAYOUT", UNDATED, PROJECT NO. 5F-MASS-2-4.

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AutoCAD SHX Text THE GOVERNMENT IS IN THE PROCESS OF OBTAINING THE FOLLOWING PERMITS, WHICH ARE REQUIRED FOR THE PROJECT: a) MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION (MDEP), REQUEST FOR DETERMINATION OF APPLICABILITY, SUBMITTED TO THE MDEP AND THE NEW MARLBOROUGH CONSERVATION COMMISSION. b) COMMONWEALTH OF MASSACHUSETTS, DISPOSAL SYSTEM COMMONWEALTH OF MASSACHUSETTS, DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR STATE OR FEDERAL FACILITIES.

AutoCAD SHX Text SPECTRUM INTENDS TO PROVIDE CABLE SERVICE TO THE SITE IN THE FUTURE. PROJECT INCLUDES CONDUIT (WITH PULL CORDS), HANDHOLES AND EARTHWORK, INCLUDING TRENCHING, CONDUIT BEDDING, BACKFILL, AND SURFACE RESTORATION, FOR THE FUTURE CABLE LINE.

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EPS(3"STL)

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ESD/PW(8"VC)

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TP1

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EPD(8"AC)

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EUD(6"PVC)

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100' BUFFER LINE (FROM EDGE OF BANK)

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EXISTING UNDERGROUND CONDUIT (EMPTY)

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EXISTING PROCESS DRAIN LINE (PIPE SIZE AND MATERIAL AS NOTED)

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EXISTING PROCESS SUPPLY LINE (PIPE SIZE AND MATERIAL AS NOTED)

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EXISTING UNDERDRAIN LINE (PIPE SIZE AND MATERIAL AS NOTED)

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PROCESS DRAIN LINE (PIPE SIZE AS INDICATED)

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PD(4")

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PROCESS WASTE LINE (PIPE SIZE AS INDICATED)

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PW(4")

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UTILITY POINT OF CONNECTION

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NORTH

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%%UVICINITY MAP

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SCALE: 1"=100'

AutoCAD SHX Text SOIL STOCKPILE LOCATION: EXISTING CLEARING ON THE NORTH SIDE OF HATCHERY ENTRANCE DRIVE, ±325' EAST OF THE SITE ENTRANCE ATHATCHERY ROAD

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HATCHERY ROAD

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HATCHERY ROAD TO HARTSVILLE

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APPROXIMATE LIMIT OF WORK

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SITE ACCESS (HATCHERY ENTRANCE DRIVE)

AutoCAD SHX Text ALL KNOWN CONDITIONS OF THE PERMITS HAVE BEEN INCORPORATED IN THE PROJECT PLANS AND SPECIFICATIONS. ABIDE BY ALL CONDITIONS OF THE PERMITS.

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AutoCAD SHX Text ALL MEASUREMENTS, INCLUDING ELEVATIONS, SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATIONS OF EXISTING PIPING OR STRUCTURES AT POINTS OF CONNECTION INDICATED PRIOR TO LAYING PIPE OR PLACING STRUCTURES WHICH ARE DEPENDENT ON SAID EXISTING INVERT ELEVATIONS. ANY DISCREPANCIES WHICH WOULD AFFECT THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER THE DISCREPANCIES HAVE BEEN RESOLVED BY THE CONTRACTING OFFICER.

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AutoCAD SHX Text THE PROJECT WILL REQUIRE CUTTING, REMOVAL AND DISPOSAL OF EXISTING ASBESTOS CEMENT PIPE. CUTTING, HANDLING, TRANSPORT AND DISPOSAL OF ASBESTOS CEMENT PIPE SHALL BE PERFORMED BY A MASSACHUSETTS LICENSED ASBESTOS CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE LAWS, RULES AND REGULATIONS (310 CMR 7.15.). ABIDE BY INSPECTION, REPORTING, NOTIFICATION, ABATEMENT AND DISPOSAL REQUIREMENTS AND PAY REQUIRED FEES.

AutoCAD SHX Text COORDINATE WITH KIMBALL FUEL, GREAT BARRINGTON, MASSACHUSETTS (TELEPHONE: 413 528-1410) FOR PROVISION OF PROPANE SERVICE TO THE MULTI-PURPOSE FACILITY. PAY SERVICE/INSTALLATION FEES REQUIRED BY KIMBALL FUELS.

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AutoCAD SHX Text KIMBALL FUEL WILL FURNISH AND INSTALL THE PROPANE TANK (AND WILL MAINTAIN OWNERSHIP OF THE TANK) AND PROPANE LINE TO THE BUILDING. CONTRACTOR SHALL PROVIDE REQUIRED EARTHWORK, INCLUDING TRENCHING, BEDDING, BACKFILL AND SURFACE RESTORATION.

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CHAIN LINK FENCE

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AutoCAD SHX Text CONSTRUCTION ACTIVITIES THAT CAUSE VIBRATION SHALL NOT TAKE PLACE IN AUGUST, SEPTEMBER, AND OCTOBER WHEN FISH EGGS ARE DEVELOPING.

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EXISTING SURVEY CONTROL POINT

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EXISTING POTABLE WATER WELL

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EXISTING SIGN

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EXISTING UTILITY POLE

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EXISTING FLAG POLE

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EXISTING WATER VALVE

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EXISTING SEWER MANHOLE

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EXISTING DECIDIOUS TREE

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EXISTING CONIFEROUS TREE

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EXISTING TREE STUMP

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(CONTINUED)

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EXISTING TREE LINE

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TREE LINE/EDGE OF TREE CLEARING

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FOUNDATION DRAIN OR SEWER CLEANOUT

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RIVER ROAD TO STATE ROUTE 23 (AKA MONTEREY ROAD, MAIN ROAD)

AutoCAD SHX Text MA MASSACHUSETTS MASSACHUSETTS MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTHING NORTHING NO,# NUMBER NUMBER OC ON CENTER ON CENTER OSHA OCCUPATIONAL SAFETY AND HEALTH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PE POLYETHYLENE POLYETHYLENE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE R RADIUS RADIUS REINF REINFORCED REINFORCED SF SQUARE FOOT SQUARE FOOT SQ SQUARE SQUARE STL STEEL STEEL SIM SIMILAR SIMILAR SS STAINLESS STEEL STAINLESS STEEL TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK TOW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL VC VITROUS CLAYVITROUS CLAY

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EXISTING ITEM KEYNOTE

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REMOVALS KEYNOTE

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NEW WORK KEYNOTE

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%%UCIVIL KEYNOTES

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NEW MARLBOROUGH, MASSACHUSETTS

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTIPURPOSE BUILDING - PHASE I

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BY:

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DATE:

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REVISIONS:

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NO.

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BERKSHIRE NATIONAL FISH HATCHERY

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5F-MA-82-19.0

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CIVIL NOTES, LEGEND

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AND ABBREVIATIONS

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PJM

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PJM

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TP3

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TP2

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TP1

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DH3

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DH4

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DH1

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DH2

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NEW MARLBOROUGH, MASSACHUSETTS

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTIPURPOSE BUILDING - PHASE I

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BY:

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DATE:

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REVISIONS:

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NO.

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BERKSHIRE NATIONAL FISH HATCHERY

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5F-MA-82-19.0

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%%UEXISTING CONDITIONS SITE PLAN

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SCALE: 1"=30'

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CX101

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%%UKEYNOTES:

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(THIS SHEET ONLY)

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EXISTING ASPHALT CONCRETE PAVEMENT.

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EXISTING CONCRETE WALK.

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EXISTING TURF/MAINTAINED LAWN.

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EXISTING WOODS.

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EXISTING SCRUB/BRUSH AND SCATTERED TREES.

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EXISTING GENERATOR ON CONCRETE PAD (NOT CONNECTED). SEE NOTE 2, THIS SHEET.

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EXISTING SUPPLY POND (NOT IN USE).

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EXISTING ABOVE GROUND FUEL OIL TANK ON CONCRETE PAD.

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EXISTING PROPANE TANKS ON CONCRETE PAD.

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EXISTING YARD HYDRANT (POTABLE WATER).

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EXISTING HATCHERY WATER SUPPLY WELL.

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EXISTING HATCHERY WATER SUPPLY MANHOLE.

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EXISTING SEPTIC "SEEPAGE PIT".

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EXISTING RACEWAYS

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EXISTING UNOCCUPIED RESIDENCE (TO BE REMOVED UNDER SEPARATE CONTRACT)

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EXISTING UNOCCUPIED RESIDENCE (TO BE REMOVED UNDER SEPARATE CONTRACT)

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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MAGNETIC NORTH

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EXISTING WORKSHOP

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FFE: 1050.65

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EXIST

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SHED

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EXISTING KELT

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EXISTING ADMINISTRATION

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BUILDING

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HOUSE

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POOL 2

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POOL 1

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POOL 3

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POOL 4

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POOL 9

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POOL 10

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POOL 8

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POOL 5

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POOL 6

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POOL 7

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EXISTING INFORMATION LEAN-TO (TO BE REMOVED BY GOVERNMENT)

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POND A: : EXISTING (FORMER) SUPPLY POND (NOW DRAINED)

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POND B: : EXISTING DISPLAY POND

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EXISTING SPRING HOUSE.

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EXISTING KIOSK.

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EXISTING FLAGPOLE.

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EXISTING TRAIL.

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EXISTING ELECTRIC AND TELEPHONE SERVICE DROP (OVERHEAD TO UNDERGROUND).

AutoCAD SHX Text EXISTING JOHN SCULLY COMMEMORATIVE PLAQUE SET IN MORTARED STONE MONUMENT, ±8' TALL.

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EXISTING COMMEMORATIVE PLAQUE SET IN LARGE BOULDER.

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AutoCAD SHX Text NOTES: 1. EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN ON THIS SHEET FOR CLARITY. EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN ON THIS SHEET FOR CLARITY. REFER TO DRAWING CD101 AND CU101 FOR DEPICTION OF EXISTING UNDERGROUND UTILITIES. 2. THE EXISTING GENERATOR WILL BE MOVED BY THE GOVERNMENT (UNDER SEPARATE THE EXISTING GENERATOR WILL BE MOVED BY THE GOVERNMENT (UNDER SEPARATE CONTRACT) TO THE LOCATION INDICATED PRIOR TO THE START OF THIS PROJECT. THE GOVERNMENT (UNDER SEPARATE CONTRACT) WILL CONNECT THE GENERATOR TO SERVE THE EXISTING ADMINISTRATION BUILDING AND EXISTING KELT HOUSE. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 3. THE EXISTING ADMINISTRATION BUILDING, KELT HOUSE, AND FEED STORAGE BUILDING THE EXISTING ADMINISTRATION BUILDING, KELT HOUSE, AND FEED STORAGE BUILDING WILL BE DEMOLISHED/REMOVED UNDER SEPARATE CONTRACT.

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EXISTING CONDITIONS

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SITE PLAN

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CX101

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PJM

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PJM

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GENERATOR LOCATION (SEE NOTE 2, THIS SHEET)

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EXISTING POTABLE WATER WELL.

AutoCAD SHX Text EXISTING TRAVEL TRAILER. COORDINATE WITH CONTRACTING OFFICER FOR WORK REQUIRING TRAILER TO BE MOVED. GOVERNMENT WILL TEMPORARILY RELOCATE TRAILER.

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AutoCAD SHX Text EXISTING FEED STORAGE BUILDING (NOT IN USE) TO BE REMOVED UNDER SEPARATE CONTRACT.

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FFE: 1053.50

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FFE: 1054.30

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FFE: 1055.00

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FFE: 1051.34

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FFE: 1050.55

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FFE: 1050.16

AutoCAD SHX Text BENCHMARK NOTES: THE PROJECT BENCHMARK (BM#1) IS THE TOP OF CONCRETE AT THE NORTHEAST OUTSIDE CORNER (ANGLE) OF THE CONCRETE DAM AT POND "A". SAID TOP OF CONCRETE ELEVATION IS 1062.60, AND IS BASED ON THE PLAN SET REFERENCED IN NOTE 1a, SHEET C-001. VERTICAL DATUM (PER REFERENCED PLAN) IS MEAN SEA LEVEL. TBM #1 IS THE TOP NORTHEAST CORNER OF THE CONCRETE HEADWALL APPROXIMATELY 5' NORTHERLY OF THE NORTHERLY CORNER OF THE EXISTING KELT HOUSE. SAID TOP OF CONCRETE ELEVATION IS 1054.42'. TBM #2 IS THE TOP NORTHWEST CORNER OF THE CONCRETE OUTLET BOX OF POOL 6. SAID TOP OF CONCRETE ELEVATION IS 1049.11'.

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EXISTING INTERMITTENT STREAM.

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AutoCAD SHX Text EXISTING 2'-6" (ID) PRECAST CONCRETE SEWER MANHOLE - COVER ELEV:1050.56', 4" CHANNEL ELEV:1046.4'.

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EXISTING STONE RETAINING WALL.

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EXISTING WATER CATCHMENT STONE BASIN.

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SEE NOTE 3, THIS SHEET

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SEE NOTE 3, THIS SHEET

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SEPTIC SYSTEM TEST PIT LOCATION, TYP. SEE TEST PIT LOGS, SHEET C-506

AutoCAD SHX Text SOIL TEST PIT LOCATION, TYP. SEE TEST PIT LOGS IN APPENDIX TO SPECIFICATION SECTION 312000, "EARTH MOVING"

SOIL TEST PIT LOCATION, TYP. SEE TEST PIT LOGS IN APPENDIX TO SPECIFICATION SECTION 312000, "EARTH MOVING"

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(BLOWOFF)

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TP3

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NEW MARLBOROUGH, MASSACHUSETTS

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTIPURPOSE BUILDING - PHASE I

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BY:

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DATE:

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REVISIONS:

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NO.

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BERKSHIRE NATIONAL FISH HATCHERY

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5F-MA-82-19.0

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%%UREMOVALS SITE PLAN

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SCALE: 1"=20'

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CD101

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%%UKEYNOTES:

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(THIS SHEET ONLY)

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CLEAR/REMOVE EXISTING TREES/WOODS AND GRUB OUT STUMPS.

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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MAGNETIC NORTH

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STRIP AND STOCKPILE EXISTING TOPSOIL.

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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT.

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REMOVE EXISTING STONE RETAINING WALL.

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RELOCATE EXISTING BOULDER WITH COMMEMORATIVE PLAQUE.

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REMOVE EXISTING CONCRETE WALK.

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REMOVE PORTION OF EXISTING CHAIN LINK FENCE, ±6' HIGH.

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REMOVE PORTION OF EXISTING CHAIN LINK FENCE, ±8' HIGH.

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AutoCAD SHX Text SAWCUT AND REMOVE PORTION OF EXISTING ±4" ASBESTOSCEMENT PIPE (PROCESS DRAIN). SEE NOTE 10, SHEET C-001, AND PIPE CONNECTION NOTES, THIS SHEET.

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SAWCUT

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SAWCUT

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REMOVE EXISTING SCATTERED TREES INDICATED AND GRUB OUT STUMPS.

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EXISTING ADMINISTRATION

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BUILDING

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REMOVALS SITE PLAN

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CD101

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PJM

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PJM

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APPROXIMATE LIMIT OF TOPSOIL STRIPPING (TYP)

AutoCAD SHX Text SOIL STOCKPILE NOTES: 1. THE GOVERNMENT INTENDS TO DEMOLISH AND REMOVE THE TWO THE GOVERNMENT INTENDS TO DEMOLISH AND REMOVE THE TWO RESIDENCES INDICATED, THE EXISTING ADMINISTRATION BUILDING, AND THE EXISTING KELT HOUSE, AND FILL THE CELLAR HOLES/BUILDING AREAS (ALL AS PART OF SEPARATE CONTRACTS) WITH SOIL MATERIAL EXCAVATED FROM THE MULTIPURPOSE BUILDING AREA AND STOCKPILED. THE TOTAL ESTIMATED SOIL QUANTITY NEEDED IS 910 CUBIC YARDS. 2. THE PROJECT INCLUDES PREPARING THE STOCKPILE AREA, THE PROJECT INCLUDES PREPARING THE STOCKPILE AREA, EXCAVATION/LOADING, HAULING, AND STOCKPILING (INCLUDING SHAPING/STABILIZING) 910 CUBIC YARDS OF SATISFACTORY SOIL MATERIAL FOR FUTURE USE BY THE GOVERNMENT. THE SOIL STOCKPILE LOCATION IS INDICATED ON DRAWING C-001. REFER TO DRAWING C-501 FOR SOIL STOCKPILE STABILIZATION/EROSION AND SEDIMENT CONTROL REQUIREMENTS.

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EXISTING UNOCCUPIED RESIDENCE (TO BE REMOVED UNDER SEPARATE CONTRACT)

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EXISTING WORKSHOP

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FFE: 1050.65

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EXIST

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SHED

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EXISTING KELT

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HOUSE

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EXISTING INFORMATION LEAN-TO (TO BE REMOVED BY GOVERNMENT)

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POND A: : EXISTING (FORMER) SUPPLY POND (NOW DRAINED)

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POND B: : EXISTING DISPLAY POND

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SAWCUT

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AutoCAD SHX Text SAWCUT AND REMOVE PORTION OF EXISTING ±8"VITROUS CLAY PIPE (STORM DRAIN/PROCESS WASTE). SEE PIPE CONNECTION NOTES, THIS SHEET.

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AutoCAD SHX Text PIPE CONNECTION NOTES: 1. THE HATCHERY WILL REMAIN IN OPERATION FOR THE DURATION OF THE HATCHERY WILL REMAIN IN OPERATION FOR THE DURATION OF THE PROJECT. EXCEPT AS INDICATED HEREIN, THE EXISTING CIRCULAR POOLS AND KELT HOUSE REQUIRE A CONTINUOUS FLOW OF WATER, BOTH IN (PROCESS SUPPLY) AND OUT (PROCESS DRAIN). 2. CONNECTIONS TO THE EXISTING PROCESS SUPPLY, PROCESS DRAIN, CONNECTIONS TO THE EXISTING PROCESS SUPPLY, PROCESS DRAIN, AND STORM DRAIN/PROCESS WASTE LINES SHALL BE MADE IN MAXIMUM 2 HOUR SHUTDOWNS OF THE RESPECTIVE PIPELINES. 3. COORDINATE WITH THE CONTRACTING OFFICER FOR WORK ON THE COORDINATE WITH THE CONTRACTING OFFICER FOR WORK ON THE EXISTING PROCESS SUPPLY, PROCESS DRAIN, AND STORM DRAIN/PROCESS WASTE LINES. 4. EXCAVATE, EXPOSE (BY HAND) AND VERIFY EXISTING PIPE SIZE AND EXCAVATE, EXPOSE (BY HAND) AND VERIFY EXISTING PIPE SIZE AND MATERIAL AT POINTS OF CONNECTION INDICATED. ENSURE ALL MATERIALS REQUIRED FOR MAKING THE CONNECTIONS ARE AVAILABLE ON-HAND PRIOR TO CUTTING/REMOVING EXISTING PIPELINES.

AutoCAD SHX Text SAWCUT AND REMOVE PORTION OF EXISTING ±6" STEEL PIPE(PROCESS SUPPLY). SEE PIPE CONNECTION NOTES, THIS SHEET.

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EXISTING STORM DRAIN INVERT IN ELEV:1052.26'

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CUT AND REMOVE PORTION OF EXISTING ±1" PE DOMESTIC WATERLINE.

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AutoCAD SHX Text NOTE: REFER TO SHEET CG101 FOR TEMPORARY EROSION CONTROL MEASURES. PROVIDE TEMPORARY EROSION CONTROL MEASURES PRIOR TO SOIL DISTURBANCE, SITE REMOVALS AND TREE CLEARING.

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REMOVE EXISTING KIOSK.

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AutoCAD SHX Text REMOVE EXISTING LARGE TREES FROM THIS AREA WHICH LEAN OVER AND OVERTOP THE BUILDING SITE. DO NOT GRUB OUT STUMPS.

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EXISTING BUILDINGS TO BE REMOVED UNDER SEPARATE CONTRACT

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EXISTING BUILDING TO BE REMOVED UNDER SEPARATE CONTRACT

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NEW MARLBOROUGH, MASSACHUSETTS

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTIPURPOSE BUILDING - PHASE I

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BY:

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DATE:

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REVISIONS:

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NO.

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BERKSHIRE NATIONAL FISH HATCHERY

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5F-MA-82-19.0

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%%USITE PLAN

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SCALE: 1"=20'

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CS101

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%%UKEYNOTES:

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(THIS SHEET ONLY)

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ASPHALT CONCRETE PAVEMENT, FULL DEPTH. SEE DETAIL 1/C-502.

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%%UGRAPHIC SCALE

AutoCAD SHX Text

CHECK GRAPHIC SCALE BEFORE USING

AutoCAD SHX Text 10'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

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MAGNETIC NORTH

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AutoCAD SHX Text ASPHALT CONCRETE PAVEMENT, SHIM/ADD BASE COURSE AND RESURFACE. SEE DETAIL 1/C-502.

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VAN ACCESSIBLE PARKING SPACE AND SIGN. SEE DETAIL 2/C-502.

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PAVEMENT MARKING, 4" WIDE WHITE LINE

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CHAIN LINK FENCE, 6' HIGH. SEE DETAIL 2/C-505.

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CHAIN LINK FENCE, 8' HIGH. SEE DETAIL 2/C-505.

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GUARD POST IN CONCRETE APRON, SEE DETAIL 4/C-505.

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500 GALLON PROPANE TANK ON CONCRETE PAD. SEE DETAIL 1/C-505.

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RIPRAP SLOPE, SEE DETAIL 6/C-505.

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4" PLANTING SOIL, SEED (TURF MIX) AND MULCH.

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SITE PLAN

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CS101

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PJM

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PJM

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4" PLANTING SOIL, SEED (MEADOW MIX) AND MULCH.

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(TYP)

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EXISTING ADMINISTRATION

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BUILDING

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EXISTING UNOCCUPIED RESIDENCE (TO BE REMOVED UNDER SEPARATE CONTRACT)

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EXISTING WORKSHOP

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FFE: 1050.65

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EXIST

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SHED

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EXISTING KELT

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HOUSE

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POND A: : EXISTING (FORMER) SUPPLY POND (NOW DRAINED)

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POND B: : EXISTING DISPLAY POND

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PROPANE RISER GUARD FENCE POST, SEE DETAIL 3/C-505.

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STONE DRIP EDGE, SEE DETAIL 7/C-505.

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CHAIN LINK PEDESTRIAN GATE, SEE DETAIL 2/C-505.

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GUARD POST IN TURF, SEE DETAIL 5/C-505.

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ASPHALT CONCRETE PAVEMENT (PATCH). SEE DETAIL 1/C-502.

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PAVEMENT MARKING, 4" WIDE WHITE LINES AT 2'-0" ON CENTER SPACING.

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(TYP)

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AutoCAD SHX Text RELOCATED BOULDER WITH COMMEMORATIVE PLAQUE (COORDINATE EXACT LOCATION WITH CONTRACTING OFFICER).

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(TYP)

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MULTI-PURPOSE FACILITY

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EXISTING BUILDINGS TO BE REMOVED UNDER SEPARATE CONTRACT

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EXISTING BUILDING TO BE REMOVED UNDER SEPARATE CONTRACT

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EXISTING RACEWAYS

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NO SOIL DISTURBANCE IN THIS AREA

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FFE ELEV: 1053.75'

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AutoCAD SHX Text C-505

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AutoCAD SHX Text C-502

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NEW MARLBOROUGH, MASSACHUSETTS

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTIPURPOSE BUILDING - PHASE I

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BY:

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DATE:

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REVISIONS:

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NO.

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BERKSHIRE NATIONAL FISH HATCHERY

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5F-MA-82-19.0

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%%ULAYOUT PLAN

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SCALE: 1"=20'

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CL101

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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AutoCAD SHX Text 1"=20'

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MAGNETIC NORTH

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LAYOUT PLAN

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CL101

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PJM

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PJM

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EXISTING ADMINISTRATION

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BUILDING

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EXISTING UNOCCUPIED RESIDENCE (TO BE REMOVED UNDER SEPARATE CONTRACT)

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EXISTING WORKSHOP

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FFE: 1050.65

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EXIST

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SHED

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EXISTING KELT

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HOUSE

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POND A: : EXISTING (FORMER) SUPPLY POND (NOW DRAINED)

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POND B: : EXISTING DISPLAY POND

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%%UNOTE:

AutoCAD SHX Text HORIZONTAL DATUM IS ASSUMED LOCAL COORDINATES BASED ON CONTROL POINT 2 (CP2) AT NORTHING: 5000.00, EASTING: 5000.00, AND 2019 MAGNETIC BEARING.

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CORNER FOUNDATION

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CORNER FOUNDATION

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CORNER FOUNDATION

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CORNER FOUNDATION

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CORNER PAVEMENT

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DESCRIPTION

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POINT

AutoCAD SHX Text 5036.91

AutoCAD SHX Text 5047.90

AutoCAD SHX Text 5003.21

AutoCAD SHX Text 4988.47

AutoCAD SHX Text 4911.42

AutoCAD SHX Text 5022.81

AutoCAD SHX Text 5016.57

AutoCAD SHX Text 5013.72

AutoCAD SHX Text 4921.94

AutoCAD SHX Text 5050.91

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COORDINATES

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EASTING

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NORTHING

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LAYOUT

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MULTI-PURPOSE FACILITY

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CP2-SPIKE N:5000.00 E:5000.00

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CP3-SPIKE N:5040.01 E:4895.83

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CP7-SPIKE N:5129.54 E:4704.41

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CP4-SPIKE N:5180.61 E:4783.62

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CP5-SPIKE N:5283.45 E:4896.05

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CP6-SPIKE N:5075.32 E:5099.57

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CORNER PAVEMENT

AutoCAD SHX Text 4963.58

AutoCAD SHX Text 5064.31

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CORNER PAVEMENT

AutoCAD SHX Text 4975.63

AutoCAD SHX Text 5077.63

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CORNER PAVEMENT

AutoCAD SHX Text 4943.75

AutoCAD SHX Text 5106.48

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CORNER (NEW) PAVEMENT

AutoCAD SHX Text 4903.75

AutoCAD SHX Text 5145.34

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CORNER PAVEMENT

AutoCAD SHX Text 4916.43

AutoCAD SHX Text 5201.91

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CORNER PAVEMENT

AutoCAD SHX Text 4916.03

AutoCAD SHX Text 5241.90

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EDGE PVMT, POINT OF COMPOUND CURVE

AutoCAD SHX Text 4883.22

AutoCAD SHX Text 5091.50

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CORNER (NEW) PAVEMENT

AutoCAD SHX Text 4828.98

AutoCAD SHX Text 5097.85

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CENTER SEWER MANHOLE

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LAYOUT TABLE

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APPROX WATER LINE CONNECTION POINT

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FENCE CORNER

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FENCE CORNER

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CENTER CATCH BASIN

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DESCRIPTION

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POINT

AutoCAD SHX Text 4829.26

AutoCAD SHX Text 5131.12

AutoCAD SHX Text 4850.50

AutoCAD SHX Text 5094.46

AutoCAD SHX Text 5067.08

AutoCAD SHX Text 5118.91

AutoCAD SHX Text 5102.41

AutoCAD SHX Text 4851.31

AutoCAD SHX Text 4901.16

AutoCAD SHX Text 5118.08

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COORDINATES

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EASTING

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NORTHING

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CENTER CATCH BASIN

AutoCAD SHX Text 4701.69

AutoCAD SHX Text 5153.30

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OUTFALL END PIPE

AutoCAD SHX Text 4657.45

AutoCAD SHX Text 5169.10

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CORNER SEPTIC LEACHING BED

AutoCAD SHX Text 4687.18

AutoCAD SHX Text 5217.35

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CORNER SEPTIC LEACHING BED

AutoCAD SHX Text 4685.82

AutoCAD SHX Text 5258.70

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TYP

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TYP

AutoCAD SHX Text R=10.0'

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ANGLE POINT EDGE OF PAVEMENT

AutoCAD SHX Text 4893.74

AutoCAD SHX Text 5041.18

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FFE: 1053.75'

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EXISTING BUILDINGS TO BE REMOVED UNDER SEPARATE CONTRACT

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EXISTING BUILDING TO BE REMOVED UNDER SEPARATE CONTRACT

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(BLOWOFF)

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POOL 2

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SEPTIC TANK

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SEPTIC TANK

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PS(4")

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NEW MARLBOROUGH, MASSACHUSETTS

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTIPURPOSE BUILDING - PHASE I

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BY:

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DATE:

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REVISIONS:

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NO.

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BERKSHIRE NATIONAL FISH HATCHERY

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5F-MA-82-19.0

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%%USITE UTILITY PLAN

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SCALE: 1"=20'

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CU101

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%%UKEYNOTES:

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(THIS SHEET ONLY)

AutoCAD SHX Text POTABLE WATER LINE IN PIPE TRENCH AND 1" CONDUIT IN CONDUIT TRENCH. SEE DETAILS 4/C-503 AND 3/C-504.

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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MAGNETIC NORTH

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AutoCAD SHX Text CONNECT POTABLE WATER LINE TO EXISTING POTABLE WATER LINE WITH (CUT-IN) 1"x1" WYE (OR TEE), SHORT LENGTHS OF PIPE, CURB VALVE WITH SERVICE BOX, AND BRASS COMPRESSION COUPLINGS.

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PROCESS SUPPLY LINE IN PIPE TRENCH. SEE DETAIL 4/C-503.

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AutoCAD SHX Text CONNECT PROCESS SUPPLY LINE TO EXISTING PROCESS SUPPLY LINE WITH CUT-IN TEE, SHORT LENGTH OF PIPE, AND DI SOLID SLEEVE. SEE PIPE CONNECTION NOTES, SHEET CD101.

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GATE VALVE AND VALVE BOX. SEE DETAIL 4/C-504.

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SITE UTILITY PLAN

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CU101

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PJM

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PJM

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NOT USED.

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PROCESS DRAIN AND PROCESS WASTE LINES IN PIPE TRENCH. SEE DETAIL 4/C-503.

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AutoCAD SHX Text CONNECT PROCESS WASTE LINE TO EXISTING PROCESS WASTE/STORM DRAIN LINE. SEE DETAIL 6/C-504 AND PIPE CONNECTION NOTES, SHEET CD101.

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AutoCAD SHX Text 4"x4" WYE IN PROCESS DRAIN LINE, (2) GATE VALVES, AND STUB WITH CAP. SEE VALVE DETAIL 4/C-504.

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NOT USED.

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SEPTIC TANK. SEE DETAIL B/C-506.

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SANITARY SEWER LINE IN PIPE TRENCH. SEE DETAIL 4/C-503.

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SEPTIC DISPOSAL FIELD. SEE DETAIL E/C-506.

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NOT USED.

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SERVICE ENTRANCE CONDUIT TRENCH. SEE DETAIL 2/C-504.

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ELECTRIC HAND HOLE, SIZE INDICATED WITH KEYNOTE. SEE DETAIL 1/C-504.

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COMMUNICATIONS HAND HOLE, SIZE INDICATED WITH KEYNOTE. SEE DETAIL 1/C-504.

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AutoCAD SHX Text ELECTRIC AND COMMUNICATIONS SERVICE DROP ON EXISTING UTILITY POLE. SEE DETAILS 2/EP501 AND 3/EP501. PROVIDE PULL CORDS IN COMMUNICATION CONDUITS.

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AutoCAD SHX Text NOTES: THE STORM DRAIN LINES INDICATED ARE INTENDED TO RUN UNDERNEATH THE EXISTING AND PROPOSED SANITARY SEWER LINES. INSTALL STORM DRAIN SYSTEM BEFORE INSTALLING SEWER AND ELECTRIC/COMMUNICATION LINES. REFER TO DRAWING CG101 FOR STORM DRAIN AND FOUNDATION DRAIN INFORMATION.

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EXISTING ADMINISTRATION

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BUILDING

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EXISTING WORKSHOP

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FFE: 1050.65

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EXIST

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SHED

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EXISTING KELT

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HOUSE

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POND A: : EXISTING (FORMER) SUPPLY POND (NOW DRAINED)

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POND B: : EXISTING DISPLAY POND

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AutoCAD SHX Text SEWER MANHOLE. FRAME/COVER ELEV: 1050.50', 4" INV IN ELEV: 1046.00', 4" INV OUT ELEV: 1045.90'. SEE DETAIL 5/C-504.

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NOT USED.

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MULTI-PURPOSE

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1/2" DIAMETER PROPANE LINE IN PIPE TRENCH. SEE DETAIL 4/C-503.

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ANODELESS RISER AND GUARD FENCE POST. SEE DETAIL 3/C-505.

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AutoCAD SHX Text CONNECT PROCESS DRAIN LINE TO EXISTING PROCESS DRAIN LINE WITH (CUT-IN) 4"x4" WYE (TURNED UP MIN 45° FROM HORIZONTAL), TWO SHORT LENGTHS OF DI PIPE, AND TWO TUBULAR SLEEVE PIPE COUPLINGS. SEE DETAIL 6/C-504 (SIM) AND PIPE CONNECTION NOTES, SHEET CD101.

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INV ELEV: 1050.25'

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INV ELEV: 1050.25'

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FACILITY - FFE:

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INV ELEV: 1050.75'

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CURB VALVE WITH SERVICE BOX.

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SEPTIC RESERVE AREA (FOR USE IN FUTURE IN CASE OF FAILURE)

SK-C1

CONDUIT

KSP

PJM

MULTIPURPOSE

BUILDING - PHASE 1

FISH HATCHERY

SKETCH

REVISION

REV:

01-06-21DATE:

1"=20'SCALE: BERKSHIRE NATIONAL

21709.04PROJECT:

CHECKED BY:

DRAWN BY:

231 Main Street, Biddeford, Maine 04005 (T) 207.283.0193 (F) 207.283.4283 www.oakpoint.com

WORKSHOP

PLAN

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%%UCONDUIT TO

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SCALE: 1"=20'

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SK-C1

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EXISTING WORKSHOP

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FFE: 1050.65

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PLAN

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%%UKEYNOTES:

AutoCAD SHX Text CONDUIT TRENCH. PROVIDE 2" CONDUIT (NO CONDUCTORS) WITH PULL STRINGS. SEE DETAIL 3/C-504.

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WORKSHOP PLAN

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AutoCAD SHX Text CONDUIT TRENCH. SEE SHEET CU101. PROVIDE ADDITIONAL 2" CONDUIT (NO CONDUCTORS) WITH PULL STRINGS. SEE DETAIL 3/C-504.

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LAYOUT POINT M ON CL101

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AutoCAD SHX Text SAWCUT AND REMOVE EXISTING PAVEMENT. PROVIDE ASPHALT CONCRETE PAVEMENT. SEE DETAIL 1/C-502.

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COMMUNICATIONS HANDHOLE. SIZE INDICATED WITH KEYNOTE. SEE DETAIL 1/C-504.

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4" PLANTING SOIL, SEED (TURF MIX) AND MULCH.

-C

G .d w g /1

:3 :4

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File details come from the government source that posted it. Updated Jun 10, 2021.