B08_Attachment_2_Drawings.pdf

PDF 3 MB Posted Aug 9, 2023

Attached to: ACAD- INSTALL NEW FIRE SUPPRESSION SYS Federal contract opportunity
Solicitation number: 140P4323R0018
Issued by: Department of the Interior National Park Service Northeast Region

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Written by GovTribe AI · Dec 21, 2023

This set of construction drawings and specifications is for a fire suppression system installation project at Acadia National Park. The project involves installing a new sprinkler system in the curatorial storage building and related site work. Key project elements include demolishing the existing sprinkler room; installing new sprinkler equipment, piping, and alarms; connecting to domestic water and electrical systems; and constructing a new generator, propane tank, and utility connections. Site work comprises installing erosion controls, upgrading site access, laying water lines, and constructing a temporary storage area for artifacts. The contract also requires protecting artifacts, complying with NPS standards, and coordinating work to minimize disruptions. The solicitation is open to small businesses and issued by the National Park Service Northeast Region for the Acadia National Park site in Maine.

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Other files for this federal contract opportunity

Other files attached to ACAD- INSTALL NEW FIRE SUPPRESSION SYS, newest first.
File	Type	Posted
Sol_140P4323R0018_Amd_0001.pdf	PDF	Sep 7, 2023
B08_Attachment_5__Limitation_on_Subcontracting_Report_Template.xlsx	XLSX spreadsheet	Aug 9, 2023
Construction_Contract_Administration.docx	DOCX document	Aug 9, 2023
B08_Attachment_6_-_Past_Perf_Quest.docx	DOCX document	Aug 9, 2023
Sol_140P4323R0018.pdf	PDF	Aug 9, 2023
B08_Attachment_3_DOL_DBA_ME20230008_04_07_2023.pdf	PDF	Aug 9, 2023
B08_Attachment_1_Specifications.pdf	PDF	Aug 9, 2023

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NOT FOR CONSTRUCTION

FOR REVIEW ONLY

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MUSEUM

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MUSEUM

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FRENCHMAN

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ISLE AU HAUT

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16 MILES TO

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BERNARD

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OCEAN

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SWAN ISLAND

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FERRY TO

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ATLANTIC

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COVE

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SEAL

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BEACH

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SWIM

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SEAWALL

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BASS

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GREAT

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CRANBERRY

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NORTHEAST

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SOUTHWEST

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MARSH

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PRETTY

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AIRPORT

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ISLAND

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THOMPSON

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MT. DESERT

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ISLAND

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HQ.

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SCHOODIC

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& GOULDSBORO

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HARBOR

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BIRCH

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& WEST GOULDSBORO

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ISLE AU

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ATLANTIC

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HAUT

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OCEAN

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PARK

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NATIONAL

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ACADIA

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ISLE AU HAUT

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SCALE OF MILES

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SCALE OF MILES

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SCALE OF KILOMETERS

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ACADIA NATIONAL PARK

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PICNIC AREA

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AIRPORT

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LIGHTHOUSE

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CAMPGROUND

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PARKING

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INFORMATION CENTER

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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HQ.

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RIVER

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UNPAVED ROAD

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COUNTY LINE

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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NAME OF PARK

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TITLE OF DRAWING

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CURATORIAL FIRE SUPPRESSION SYSTEM

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ANP HEADQUARTERS

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ACAD

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HANCOCK

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MAINE

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ACAD 254528

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PKG.

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NO.

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SHEET

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DRAWING NO.

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ACADIA NATIONAL PARK

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NORTHEAST

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MAINE

AutoCAD SHX Text BOUNDARY MAP 123/80,011 5/86; USGS TOPO MAP 1971; PARK MINI FOLDER; COVER SHEET REVISED & REDRAWN 1/94. UPDATED 10/98. SGS.

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LOCATION WITHIN PARK

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THIS PROJECT

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INDEX OF SHEETS

AutoCAD SHX Text TITLE OF SHEET TITLE OF SHEET COVER SHEET & PROJECT LOCATIONS MAP COVER SHEET & PROJECT LOCATIONS MAP INDEX, LEGENDS AND NOTES INDEX, LEGENDS AND NOTES SITE PLAN CURATORIAL AREA DEMOLITION PLAN CURATORIAL AREA ELECTRICAL PLAN DETAILS ELECTRICAL DIAGRAM, AND SCHEDULES CURATORIAL AREA FIRE PROTECTION PLAN FIRE PROTECTION DETAILS & SCHEDULES

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SHEET SHEET 1 2 3 4 5 6 7 8 9

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SUB SUB SHEET SHEET C0 C1 D1 FP1 FP2 FP3 FP4 FP5

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SITE LAYOUT NOTES

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1. CONTRACTOR SHALL VERIFY ALL EXISTING SURVEY INFORMATION IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO AND DURING WORK. ALL FIELD ADJUSTMENTS TO BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO IMPLEMENTATION. 2. SURVEY LAYOUT - FEATURES SHOWN ON THIS PLAN ARE INTENDED TO BE LAID OUT OR MARKED FOR CONSTRUCTION ON THE GROUND USING LAND SURVEYING INSTRUMENTATION WITH A RELATIVE PRECISION OF 0.04 FEET OR BETTER, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE CONTRACTING OFFICER. GOVERNMENT SHALL SUPPLY ELECTRONIC FILE FOR PROJECT LAYOUT. C.O. SHALL APPROVE PROJECT LAYOUT IN FIELD PRIOR TO IMPLEMENTATION. 3. ALL LINES ARE PERPENDICULAR OR PARALLEL TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 4. V.I.F. - VERIFY LOCATION IN FIELD WITH CONTRACTING OFFICER PRIOR TO IMPLEMENTATION. 5. COORDINATE WITH OTHER DRAWINGS AS REQUIRED.

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SITE GRADING NOTES

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1. CONTRACTOR TO VERIFY ELEVATIONS OF PROPOSED DESIGNS, GRADING, ETC. PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE NOTED IMMEDIATELY TO CONTRACTING OFFICER. 2. PROPOSED GRADES TO BLEND SMOOTHLY INTO EXISTING GRADES. 3. ALL GRADES TO BE VERIFIED BY CONTRACTING OFFICER PRIOR TO AND DURING WORK. 4. CONTRACTOR TO STOCKPILE FOR REUSE ANY MATERIALS EXCAVATED. EXISTING MATERIALS TO BE REUSED WHERE EXCAVATED FROM TRENCH. ALL SLOPES STEEPER THAN 3:1 SHALL RECEIVE EROSION CONTROL BLANKET. 5. FINISH GRADING AT THE COMPLETION OF THE PROJECT IS INTENDED TO FINISH GRADING AT THE COMPLETION OF THE PROJECT IS INTENDED TO MATCH EXISTING GRADE UNLESS OTHERWISE NOTED. CONTRACTOR TO MATCH EXISTING GROUND ELEVATION, GROUND COVER AND EXISTING MATERIALS UNLESS OTHERWISE NOTED. EXISTING MATERIALS EXCAVATED DURING CONSTRUCTION TO BE REUSED IN THE SAME APPLICATION IN WHICH THEY WERE REMOVED. SEE SITE AND GRADING NOTES #4.

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BOLLARD

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LIGHT, RADIAL

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SIGN

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LIGHT POLE

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CATCH BASIN

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UTILITY BOX

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UTILITY MANHOLE

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UTILITY POLE

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HYDRANT

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SEWER MANHOLE

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WATER VALVE/GATE

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CONIFEROUS TREE

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DECIDUOUS TREE

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DOOR ELEVATION AT SILL

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SPOT ELEVATION

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EDGE OF PAVEMENT

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UNDERGROUND UTILITIES

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OVERHEAD WIRES

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SEWER

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STORM DRAIN

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WATERLINE

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LEGEND

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TREELINE

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1. CONTRACTING OFFICER (C.O.) TO APPROVE LAYOUT PRIOR TO REMOVALS. FLAG ALL VEGETATION DESIGNATED FOR REMOVAL FOR C.O. APPROVAL PRIOR TO REMOVAL. REFER TO SPECIFICATIONS FOR VEGETATION REMOVAL. 2. SELECTIVE CLEARING - C.O. SHALL IDENTIFY ALL VEGETATION TO REMOVE. VEGETATION SHALL BE CUT TO GROUND LEVEL. CONTRACTOR SHALL REMOVE DESIGNATED VEGETATION WITHOUT DAMAGE TO RESIDUAL STAND, AS APPLICABLE. 3. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS. 4. CONTRACTING OFFICER WILL DESIGNATE SALVAGEABLE MATERIALS TO BE RETAINED AND/OR STORED. ALL OTHER MATERIAL DESIGNATED FOR REMOVAL SHALL BE REMOVED FROM SITE AND DISCARDED IN A LEGAL MANNER.

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DEMOLITION AND REMOVAL NOTES

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CONTROL POINT

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1. ALL KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLAN. ALL KNOWN EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE PLAN. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION, ELEVATION, SIZE AND MATERIAL PRIOR TO ORDERING AND INSTALLING MATERIALS. 2. CONTRACTOR IS RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO START CONTRACTOR IS RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO START OF CONSTRUCTION. 3. ALL EXISTING GATE VALVES, CURB STOPS, MANHOLE & CATCH BASIN RIMS ALL EXISTING GATE VALVES, CURB STOPS, MANHOLE & CATCH BASIN RIMS TO REMAIN THAT ARE DISTURBED BY THE PROJECT SHALL BE SET FLUSH WITH FINISH GRADE OR AS DIRECTED BY THE CONTRACTING OFFICER. 4. CONTRACTOR RESPONSIBLE FOR ALL DEWATERING NECESSARY TO PROVIDE CONTRACTOR RESPONSIBLE FOR ALL DEWATERING NECESSARY TO PROVIDE DRY EXCAVATION FOR UTILITY INSTALL. ALL PUMPS, DEWATERING BAGS AND MATERIALS FOR DEWATERING SHALL BE PROVIDED BY THE CONTRACTOR.

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1' CONTOUR - EXISTING

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5' CONTOUR - EXISTING

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UTILITY NOTES

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UGU

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LANDSCAPE STONE

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SCD

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STONE CHECK DAM

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UNDERDRAIN

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CATCHBASIN/FIELD BASIN

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STORMDRAIN

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SILTFENCE

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RIPRAP

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CONTOUR

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RETAINING WALL

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VERIFY IN FIELD

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CONTRACTING OFFICER

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ACADIA NATIONAL PARK

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ANP

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CURATORIAL FIRE SUPPRESSION SYSTEM

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INDEX, LEGENDS & NOTES

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ACADIA NATIONAL PARK

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ACAD254528

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BENCHMARK

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MINIMUM REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL PLAN

AutoCAD SHX Text PERMANENT SEEDING NOTES FOR ALL DISTURBED AREAS 1. DURING PERIOD FROM APRIL 15 TO OCTOBER 15, AREAS DISTURBED SHALL BE SEEDED AND MULCHED AS DURING PERIOD FROM APRIL 15 TO OCTOBER 15, AREAS DISTURBED SHALL BE SEEDED AND MULCHED AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2. AFTER SEEDING, AREAS DISTURBED SHALL BE MULCHED AS DESCRIBED IN MDEP BEST MANAGEMENT PRACTICES. AFTER SEEDING, AREAS DISTURBED SHALL BE MULCHED AS DESCRIBED IN MDEP BEST MANAGEMENT PRACTICES. MULCH MUST BE APPLIED BY THE CONTRACTING OFFICER. 3. NO SEEDING SHALL TAKE PLACE BETWEEN JUNE 15 AND AUGUST 15. AS A CONTINGENCY PLAN, AREAS NO SEEDING SHALL TAKE PLACE BETWEEN JUNE 15 AND AUGUST 15. AS A CONTINGENCY PLAN, AREAS DISTURBED BETWEEN THESE DATES SHALL BE STRAW MULCHED AT A RATE OF 2 BALES/1,000 SF. AND SECURED WITH A PEG AND TWINE OF 4-6 PEGS/SY OR WITH "TERRA TACK II" OR EQUALS AT A RATE OF 60 GALLONS/ACRE. 4. WEEKLY, OR AFTER PRECIPITATION PRODUCING THE EQUIVALENT OF ONE HALF INCH OF RAINFALL OR SNOWMELT, WEEKLY, OR AFTER PRECIPITATION PRODUCING THE EQUIVALENT OF ONE HALF INCH OF RAINFALL OR SNOWMELT, ALL MULCHED AREAS SHALL BE INSPECTED FOR SUITABILITY FOR EROSION CONTROL AND SLOPE PROTECTION. WEAKENED AREAS SHALL BE RE-MULCHED. 5. WITHIN 30-45 DAYS OF SEED APPLICATION, ALL AREAS SHALL BE INSPECTED FOR SATISFACTORY GROWTH. WITHIN 30-45 DAYS OF SEED APPLICATION, ALL AREAS SHALL BE INSPECTED FOR SATISFACTORY GROWTH. AREAS OF LESS THAN 75% GROWTH SHALL BE RESEEDED AT ORIGINAL APPLICATION RATES, MULCHED AND MAINTAINED ACCORDINGLY AS SPECIFIED ABOVE. 6. PERMANENT SEEDING SHALL BE INSTALLED IMMEDIATELY UPON REACHING FINAL GRADE. PERMANENT SEEDING SHALL BE INSTALLED IMMEDIATELY UPON REACHING FINAL GRADE. 7. SEED SHALL BE AS PROVIDED IN THE SPECIFICATIONS. SEED SHALL BE AS PROVIDED IN THE SPECIFICATIONS.

AutoCAD SHX Text EROSION CONTROL CONSTRUCTION SEQUENCE ALL EARTHWORK OR CONSTRUCTION ACTIVITIES SHALL OCCUR AFTER APRIL 15 AND BEFORE NOVEMBER 15 UNLESS WINTER EROSION CONTROL MEASURES ARE IMPLEMENTED. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES PRIOR TO THE DISTURBANCE OF ANY WORK AREA. 1. INSTALL ALL SILT FENCING, COIR WATTLES, STONE CHECK DAMS AND ANY OTHER EROSION CONTROL ITEMS INSTALL ALL SILT FENCING, COIR WATTLES, STONE CHECK DAMS AND ANY OTHER EROSION CONTROL ITEMS REQUIRED BY SITE CONDITIONS OR THE CONTRACTORS EROSION CONTROL PLAN. REVIEW PLANS FOR AREAS TO RECEIVE ADDITIONAL EROSION CONTROL MEASURES. ALL EROSION MEASURES AND PROTECTION SHALL REMAIN IN PLACE UNTIL SITE IS PERMANENTLY STABILIZED. 2. LOCATE AND PREPARE DEWATERING AREAS. DEWATERING OPERATION SHALL UTILIZE DEWATERING BAGS OR LOCATE AND PREPARE DEWATERING AREAS. DEWATERING OPERATION SHALL UTILIZE DEWATERING BAGS OR SIMILAR METHODS. SEE DEWATERING DETAILS. 3. BEGIN DEMOLITION, UTILITY TRENCHING AND CONSTRUCTION. CONTRACTOR TO PHASE WORK IN A LOGICAL BEGIN DEMOLITION, UTILITY TRENCHING AND CONSTRUCTION. CONTRACTOR TO PHASE WORK IN A LOGICAL MANNER SO THAT A MINIMAL PORTION OF THE SITE IS DISTURBED AT ONE TIME. WORK IN THE DISTURBED AREA SHALL BE COMPLETED AND STABILIZED PRIOR TO ANOTHER AREA BEING DISTURBED. 4. GRADE PROJECT TO SUBGRADE LEVEL IN A LOGICAL MANNER TO MINIMIZE EARTH MOVING AND TO PRESERVE GRADE PROJECT TO SUBGRADE LEVEL IN A LOGICAL MANNER TO MINIMIZE EARTH MOVING AND TO PRESERVE LAND NOT TO BE DISTURBED. 5. COMPLETE UTILITY AND BUILDING CONSTRUCTION. COMPLETE UTILITY AND BUILDING CONSTRUCTION. 6. COMPLETE FINISH GRADING. LOAM, SEED AND MULCH (WITH EROSION CONTROL BLANKET WHERE REQUIRED) ALL COMPLETE FINISH GRADING. LOAM, SEED AND MULCH (WITH EROSION CONTROL BLANKET WHERE REQUIRED) ALL DISTURBED AREAS NOT TO BE PAVED, GRAVEL, OR OTHER GROUND COVER. REMOVE EXCESS ACCUMULATED SEDIMENTS FROM SEDIMENTATION AREAS. 7. COMPLETE UNFINISHED CONSTRUCTION. COMPLETE UNFINISHED CONSTRUCTION. 8. REMOVE TEMPORARY DIVERSION DITCHES, LEVEL SPREADERS, AND STONE CHECK DAMS WHEN 75% OF GRASS REMOVE TEMPORARY DIVERSION DITCHES, LEVEL SPREADERS, AND STONE CHECK DAMS WHEN 75% OF GRASS GROWTH HAS BEEN ESTABLISHED.

AutoCAD SHX Text INFRASTRUCTURE MAINTENANCE STRUCTURE TYPE INSPECTION CLEANING INSPECTION CLEANING CLEANING STONE CHECK DAMS MONTHLY MONTHLY SILT FENCES MONTHLYMONTHLY

AutoCAD SHX Text TEMPORARY SEEDING NOTES 1. ANY DISTURBED ARES TO BE LEFT IN ROUGH GRADED FORM FOR MORE THAN 30 DAYS BUT LESS THAN ONE ANY DISTURBED ARES TO BE LEFT IN ROUGH GRADED FORM FOR MORE THAN 30 DAYS BUT LESS THAN ONE GROWING SEASON SHALL BE TEMPORARILY SEEDED AND MULCHED. 2. APPLICATION RATES AND MATERIALS USED SHALL BE THE SAME AS FOR PERMANENT SEEDING EXCEPT SEED APPLICATION RATES AND MATERIALS USED SHALL BE THE SAME AS FOR PERMANENT SEEDING EXCEPT SEED MIXTURE SHALL BE AS PROVIDED BY THE CONTRACTING OFFICER.

AutoCAD SHX Text DORMANT SEEDING NOTES 1. IF AFTER SEPTEMBER 15, SITE SHALL BE STABILIZED ACCORDING TO BMP'S AND SHALL BE SEEDED IN SPRING. IF AFTER SEPTEMBER 15, SITE SHALL BE STABILIZED ACCORDING TO BMP'S AND SHALL BE SEEDED IN SPRING.

AutoCAD SHX Text GENERAL NOTES 1. ON-SITE STABILIZATION WILL BE DONE WITHIN 15 DAYS OF FINAL GRADING OR WITHIN 30 DAYS OF INITIAL SOIL ON-SITE STABILIZATION WILL BE DONE WITHIN 15 DAYS OF FINAL GRADING OR WITHIN 30 DAYS OF INITIAL SOIL DISTURBANCE. 2. EVERY WEEK AND AFTER PRECIPITATION PRODUCING THE EQUIVALENT OF ONE HALF INCH OF RAINFALL, THE EVERY WEEK AND AFTER PRECIPITATION PRODUCING THE EQUIVALENT OF ONE HALF INCH OF RAINFALL, THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, REMOVAL OF SEDIMENT FROM SILT FENCE IF SOIL ACCUMULATES TO A DEPTH OF ONE-HALF THE FABRIC HEIGHT; REPAIR OF STONE CHECK DAMS IF RUNOFF CHANNELIZES UNDER OR AROUND THE DAMS AND WASHING OF TEMPORARY CONSTRUCTION ENTRANCES PRIOR TO OCCURRENCES OF SIGNIFICANT TRACKING. 3. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH "MAINE ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH "MAINE EROSION & SEDIMENT CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES", BY MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION, 2003 & MDEP CHAPTER 500 STORMWATER MANAGEMENT; APPENDIX A, B & C. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES, INCLUDING MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES, INCLUDING MATERIALS, CONSTRUCTION, MAINTENANCE AND REMOVAL. 5. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL LOAMED AND SEEDED AREAS WHICH HAVE A SLOPE EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL LOAMED AND SEEDED AREAS WHICH HAVE A SLOPE GREATER THAN 3:1. 6. WATER SHALL BE UTILIZED TO CONTROL DUST IF NECESSARY. (AS DETERMINED BY THE CONTRACTING OFFICER) WATER SHALL BE UTILIZED TO CONTROL DUST IF NECESSARY. (AS DETERMINED BY THE CONTRACTING OFFICER) 7. EROSION CONTROL MEASURES SHALL BE INSPECTED ON A MONTHLY BASIS ONCE FINAL STABILIZATION IS EROSION CONTROL MEASURES SHALL BE INSPECTED ON A MONTHLY BASIS ONCE FINAL STABILIZATION IS COMPLETE, BY THE CONTRACTING OFFICER. THIS INSPECTION IN NO WAY REDUCES OR ELIMINATES THE CONTRACTOR'S RESPONSIBILITY TO ADHERE WITH VERBAL OR WRITTEN REQUIREMENTS OF DEP, ARMY CORPS, EPA, OR OTHER JURISDICTIONAL AGENCIES. 8. AFTER EACH INSPECTION OF EROSION CONTROL MEASURES, AN INSPECTION REPORT DETAILING THE SCOPE OF THE AFTER EACH INSPECTION OF EROSION CONTROL MEASURES, AN INSPECTION REPORT DETAILING THE SCOPE OF THE INSPECTION, NAME(S) OF PERSONNEL CONDUCTION THE INSPECTION, DATE, MAJOR OBSERVATIONS, AND ACTIONS TAKEN, SHALL BE MADE AND KEPT ON FILE FOR THREE YEARS AFTER THE INSPECTION.

AutoCAD SHX Text SPECIFIC INSTRUCTIONS: 1. SILT FENCE - SILT FENCES SHOULD BE CHECKED SILT FENCE - SILT FENCES SHOULD BE CHECKED IMMEDIATELY BEFORE AND AFTER STORMS, BUT AT LEAST MONTHLY DURING CONSTRUCTION. IF NEEDED, THEY SHOULD BE REPLACED. THIS ALSO APPLIES IF COIL WADDLES ARE USED.

AutoCAD SHX Text WINTER STABILIZATION CONTROL MEASURES NOTES 1. ALL OPEN AREAS WHICH ARE NOT PERMANENTLY STABILIZED WILL BE HEAVILY MULCHED WHEN WORK IS ALL OPEN AREAS WHICH ARE NOT PERMANENTLY STABILIZED WILL BE HEAVILY MULCHED WHEN WORK IS COMPLETED ON THE SITE AND NOT ANTICIPATED AGAIN WITHIN ONE DAY. 2. ALL OPEN AREAS WILL BE HEAVILY MULCHED EVERY NIGHT IN THE CASE OF A FORECAST OF STORMY WEATHER ALL OPEN AREAS WILL BE HEAVILY MULCHED EVERY NIGHT IN THE CASE OF A FORECAST OF STORMY WEATHER WITHIN 12 HOURS.

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AutoCAD SHX Text EXISTING CONDITIONS OBTAINED FROM PLANS PROVIDED BY PLISGA & DAY LAND SURVEYORS. PLAN RECEIVED FROM PLISGA & DAY LAND SURVEYORS ON JULY 28TH, 2022 NAMED: "10158T v3*" . - HEDEFINE ENGINEERING & DESIGN, INC. TAKES NO RESPONSIBILITY FOR THE HEDEFINE ENGINEERING & DESIGN, INC. TAKES NO RESPONSIBILITY FOR THE ACCURACY AND OR COMPLETENESS OF THE AFOREMENTIONED PLANS. 1. CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONSTRUCTION WARNING SIGN REQUIREMENTS. 2. CONTRACTOR RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO BEGINNING ANY CONTRACTOR RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO BEGINNING ANY EXCAVATIONS. 3. NOT ALL REQUIRED EROSION CONTROL ITEMS ARE SHOWN FOR CLARITY. NOT ALL REQUIRED EROSION CONTROL ITEMS ARE SHOWN FOR CLARITY. CONTRACTOR TO REFERENCE PLANS, EROSION CONTROL NOTES AND SPECIFICATION SECTION 015723 PRIOR TO SUBMITTING AND EROSION CONTROL PLAN TO THE CONTRACTING OFFICER. 4. EXISTING ACCESS DRIVE SHALL BE USED TO ACCESS THE PROJECT SITE. EXISTING ACCESS DRIVE SHALL BE USED TO ACCESS THE PROJECT SITE. CONTRACTOR RESPONSIBLE FOR MAKING IMPROVEMENTS TO STABILIZE ROAD FOR ACCESS IF DIRECTED BY CONTRACTING OFFICER. 5. NO METAL TRACKED EQUIPMENT SHALL BE ALLOWED ON PAVEMENT WITHOUT NO METAL TRACKED EQUIPMENT SHALL BE ALLOWED ON PAVEMENT WITHOUT MEANS FOR PROTECTING PAVEMENT.

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GENERAL NOTES

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OHE

AutoCAD SHX Text INSTALLATION: PLACE LIFTING STRAPS (NOT INCLUDED) UNDER THE UNIT TO PLACE LIFTING STRAPS (NOT INCLUDED) UNDER THE UNIT TO FACILITATE REMOVAL AFTER USE. UNFOLD DANDY DEWATERING BAG ON A STABILIZED AREA OVER DENSE VEGETATION, STRAW, OR GRAVEL (IF AN INCREASED DRAINAGE SURFACE IS NEEDED). INSERT DISCHARGE HOSE FROM PUMP INTO DEWATERING BAG A MINIMUM OF SIX INCHES (6") AND TIGHTLY SECURE WITH THE ATTACHED STRAP TO PREVENT WATER FROM FLOWING OUT OF THE UNIT WITHOUT BEING FILTERED. FOLLOW MANUFACTURERS RECOMMENDATIONS. MAINTENANCE: REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE. FOLLOW MANUFACTURERS RECOMMENDATIONS.

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FLOW

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OPTION 1 - DEWATERING BAG

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OPTION 2 - SETTLING AREA

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NON WOVEN GEOTEXTILE FABRIC

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4" HDPE STORM DRAIN TO BEHIND GEOTEXTILE. DRAIN TO DAYLIGHT.

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PUMP HOSE

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WATER PUMP

AutoCAD SHX Text 10'x10' SETTLING AREA

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1.5' THICK " CRUSHED STONE BERM34" CRUSHED STONE BERM

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SILT FENCE

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SECTION VIEW

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PLAN VIEW

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DEWATERING OPTIONS NOT TO SCALE

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4" HDPE OUTLET

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FILTERED WATER

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DEWATERING BAG

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TIE DOWN STRAP

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PUMP HOSE DISCHARGE

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WATER PUMP

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48" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND

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EMBED FILTER CLOTH MIN. 8" INTO GROUND

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48" MIN. FENCE POST

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UNDISTURBED GROUND

AutoCAD SHX Text CONSTRUCTION NOTES FOR FABRICATED SILTFENCE 1. MAINTAINANCE SHALL BE PERFORMED AS MAINTAINANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE.

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SECTION NOT TO SCALE

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PERPECTIVE VIEW NOT TO SCALE

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BACKFILL

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JOINING SECTIONS OF SILTFENCE

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TOP VIEW

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SECTION B

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SECTION A

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POSTS

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SILT FENCE NOT TO SCALE

FOR AGENCY REVIEW

100% CD REVIEW

12" MIN

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ADMINISTRATION & RESOURCE MANAGEMENT BUILDING 194

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TRAILER

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TRAILER

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TRAILS BUILDING 294 FFE - 430.4

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TRAINING BUILDING 332 FFE - 441.51

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VISITOR PROTECTION BUILDING 195 FFE - 432.98

AutoCAD SHX Text FFE - 435.48 (TILE) x

AutoCAD SHX Text FFE - 435.48 (CARPET) x

AutoCAD SHX Text FFE - 434.78 (CONCRETE) x

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STORAGE (GYM) BUILDING 197

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PROPANE TANK

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BRIDGE

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2" CONDUITS

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INV. - 439.1

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RIM - 420.4

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RIM - 431.7

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RIM - 434.1

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WELL #2

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WELL #1

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CURATORIAL BUILDING AREA TO BE SPRINKLERED (SHADED)

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EXISTING EMERGENCY GENERATOR

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AutoCAD SHX Text 1" PE WATER SUPPLY TO SPRINKLER STORAGE TANK FROM EXISTING WATER LINE WITH CURB STOP. SEE DETAIL 4/C-1 AND NOTE 7

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SEE MECHANICAL PLANS FOR DEMOLITION AND NEW SPRINKLER EQUIPMENT

AutoCAD SHX Text APPROXIMATE LOCATION OF BOILER ROOM WITH ELECTRICAL PANELS AND DOMESTIC WATER SUPPLY STORAGE TANKS

AutoCAD SHX Text NEW FEEDERS FROM EXISTING POLE AND NEW EMERGENCY GENERATOR TO NEW FIRE PUMP TRANSFER SWITCH (SEE ELECTRICAL PLANS)

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SILT FENCE (TYP.) (SEE DETAIL)

AutoCAD SHX Text NEW EMERGENCY GENERATOR FOR CURATORIAL SPRINKLER SYSTEM WITH NEW PROPANE TANK (SEE MECHANICAL PLANS)

AutoCAD SHX Text TEMPORARY CLIMATE-CONTROLLED SECURE ARTIFACT STORAGE. COORDINATE FINAL LOCATION WITH GOVERNMENT. SEE NOTE 8

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PROVIDE TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL) (NOT SHOWN FOR CLARITY)

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WSO

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CURATORIAL FIRE SUPPRESSION SYSTEM

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SITE PLAN

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AutoCAD SHX Text 60,013

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AutoCAD SHX Text 01-27-2023

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ACADIA NATIONAL PARK

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ACAD254528

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SITE PLAN 1" = 20'

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1. PLAN REFERENCES FOUND ON SHEET C-0, GENERAL NOTES. PLAN REFERENCES FOUND ON SHEET C-0, GENERAL NOTES. 2. CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONSTRUCTION WARNING SIGN REQUIREMENTS. 1. CONTRACTOR RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO CONTRACTOR RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO BEGINNING ANY EXCAVATIONS. 2. NOT ALL EROSION CONTROL ITEMS ARE SHOWN FOR CLARITY. NOT ALL EROSION CONTROL ITEMS ARE SHOWN FOR CLARITY. CONTRACTOR TO REFERENCE PLANS, EROSION CONTROL NOTES AND SPECIFICATION SECTION 015713 PRIOR TO SUBMITTING AND EROSION CONTROL PLAN TO THE CONTRACTING OFFICER. 3. EXISTING ACCESS DRIVE SHALL BE USED TO ACCESS THE PROJECT EXISTING ACCESS DRIVE SHALL BE USED TO ACCESS THE PROJECT SITE. 4. NO METAL TRACKED EQUIPMENT SHALL BE ALLOWED ON PAVEMENT NO METAL TRACKED EQUIPMENT SHALL BE ALLOWED ON PAVEMENT WITHOUT MEANS FOR PROTECTING PAVEMENT. 5. CONNECT 1" PE WATER FILL LINE TO EXISTING WATER LINE WITH CONNECT 1" PE WATER FILL LINE TO EXISTING WATER LINE WITH CORPORATION. PROVIDE CURB STOP AS SHOWN. CONTRACTOR SHALL DIG TEST PIT TO VERIFY LOCATION, SIZE, INVERT AND MATERIAL OF EXISTING WATER LINE PRIOR TO ORDERING MATERIALS. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY CLIMATE-CONTROLLED SECURE STORAGE FOR ARTIFACTS LOCATED ON THE TOP SHELVES OF THE CURATORIAL STORAGE ROOM. SEE SPECIFICATIONS SECTION 015000 FOR REQUIREMENTS. 6.1. COORDINATE THE FINAL LOCATION OF TEMPORARY STORAGE WITH COORDINATE THE FINAL LOCATION OF TEMPORARY STORAGE WITH THE GOVERNMENT. 6.2. PROVIDE TEMPORARY POWER AS REQUIRED FOR CLIMATE-CONTROL PROVIDE TEMPORARY POWER AS REQUIRED FOR CLIMATE-CONTROL AND SECURITY SYSTEMS. COORDINATE CONNECTION WITH GOVERNMENT. 6.3. ARTIFACTS SHALL BE RELOCATED FOR AS SHORT A TIME AS ARTIFACTS SHALL BE RELOCATED FOR AS SHORT A TIME AS POSSIBLE. PREVENT UNNECESSARY FLUCTUATIONS IN HUMIDITY OR TEMPERATURE AS MUCH AS POSSIBLE. 6.4. ARTIFACTS REMAINING IN THE CURATORIAL STORAGE ROOM SHALL ARTIFACTS REMAINING IN THE CURATORIAL STORAGE ROOM SHALL BE PROTECTED FROM THE SPRINKLER INSTALLATION WORK AS DESCRIBED IN SPECIFICATION SECTION 015000. SEE ALSO DEMOLITION PLAN.

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SITE PLAN NOTES

AutoCAD SHX Text NOTES: 1. STONE SIZE - AASHTO DESIGNATION M43, SIZE NO. 2 (2 " TO 1 "). USE CRUSHED STONE. STONE SIZE - AASHTO DESIGNATION M43, SIZE NO. 2 (2 " TO 1 "). USE CRUSHED STONE. 12" TO 1 "). USE CRUSHED STONE. 12 "). USE CRUSHED STONE. 2. LENGTH - AS SHOWN ON GRADING PLAN, MIN. 50 FEET. LENGTH - AS SHOWN ON GRADING PLAN, MIN. 50 FEET. 3. THICKNESS - NOT LESS THAN EIGHT (8) INCHES. THICKNESS - NOT LESS THAN EIGHT (8) INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.

AutoCAD SHX Text PROVIDE APPROPRIATE TRANSITION BETWEEN CONSTRUCTION ENTRANCE AND ADJACENT ROAD SURFACE

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CONSTRUCTION ENTRANCE NOT TO SCALE

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TOC (PER FOUNDATION PLAN)

AutoCAD SHX Text STEEL REINFORCEMENT OPTION 1: WWF (75KSI STEEL) PROVIDE MIN. STEEL AREA OF 0.159sqin/ft. STEEL REINFORCEMENT OPTION 2: REBAR (60KSI STEEL) #4 BARS @ 11"o.c.e.w.

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6" CRUSHED STONE BASE, WRAPPED IN MIRAFI 180N

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SECTION VIEW

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SPACING CHAIR (TYP.)

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18" RADIUS TYP.

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FINISH GRADE

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ALL EXTERIOR CONCRETE SLABS SHALL BE 4,000 PSI MIX

AutoCAD SHX Text NOTES: 1. MULCH BERMS CREATED FROM STUMP GRINDINGS ARE AN ACCEPTABLE OR COIR WATTLES BE USED INSTEAD OF SILT FENCE WHERE APPROPRIATE. 2. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND BUILT UP MAINTENANCE SHALL BE PERFORMED AS NEEDED AND BUILT UP MATERIAL SHALL BE REMOVED WHEN NECESSARY FOR SILT SOCK TO CONTINUE TO FUNCTION. 3. SILT SOCK SHALL BE OVERLAPPED BY 2' MINIMUM DISTANCE AT SILT SOCK SHALL BE OVERLAPPED BY 2' MINIMUM DISTANCE AT ALL JOINTS.

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AREA TO BE PROTECTED

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WORK AREA

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BLOWN/PLACED FILTER MEDIA

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12" FILTER SOCK

AutoCAD SHX Text FILTER SOCK FASTENED TO GROUND WITH 2"x2"x36" WOOD STAKES AT 10' O.C.

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SILT SOCK NOT TO SCALE

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SUBGRADE

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UNDISTURBED EARTH OR ROCK

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LIMIT OF EXCAVATION OR ROCK

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UNDISTURBED EARTH

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INSULATION IF REQUIRED

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DETECTABLE WARNING TAPE (SEE SPECIFICATIONS)

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WATER PIPE TRENCH DETAIL NOT TO SCALE

AutoCAD SHX Text NOTES: 1. SEE SPECIFICATIONS FOR SOIL DESCRIPTIONS SEE SPECIFICATIONS FOR SOIL DESCRIPTIONS 2. FINAL BACKFILL SHALL BE: FINAL BACKFILL SHALL BE: "SATISFACTORY SOIL" COMPACTED TO 95% MDD UNDER ROADS & PATHS OR 90% IN OTHER LOCATIONS. (SEE SPECIFICATIONS) 3. MINIMUM DEPTH OF BURY FOR WATER LINES IS 5' FROM TOP OF PIPE TO FINISH GRADE MINIMUM DEPTH OF BURY FOR WATER LINES IS 5' FROM TOP OF PIPE TO FINISH GRADE UNLESS INSULATION IS SPECIFIED. 4. WHERE INSULATION IS REQUIRED, PLACE 6" CLEAN COARSE SAND OVER INSULATION BOARD.WHERE INSULATION IS REQUIRED, PLACE 6" CLEAN COARSE SAND OVER INSULATION BOARD.

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EXTERIOR CONCRETE SLAB NOT TO SCALE

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1" PE, AS NOTED ON PLAN

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CORPORATION, DIRECT TAP ON UPPER QUADRANT

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EXISTING WATER MAIN

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1" WATER SERVICE TO BE CONNECTED TO BUILDING

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CURB STOP AND BOX SET AT APPROXIMATE R.O.W., OR AS SHOWN ON PLAN

AutoCAD SHX Text NOTES: 1. SEE APPLICABLE DETAILS FOR SEE APPLICABLE DETAILS FOR BACKFILL, BEDDING, MATERIALS AND COMPACTION.

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WATER SERVICE DETAIL NOT TO SCALE

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SCALE: 1" = 20'

100% CD REVIEW

Sheets and Views

COVER

PLOT

C0.pdf

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INDEX & NOTES

PLOT

c1.pdf

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SITE PLAN

OLE1

2022028 - PLAN_(100%_01-26-2023).pdf

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2022028 - PLAN_V3-D1

2022028 - PLAN_V3-FP1

2022028 - PLAN_V3-FP2

2022028 - PLAN_V3-FP3

2022028 - PLAN_V3-FP4

2022028 - PLAN_V3-FP5

Untitled.pdf

Sheets and Views

22008 ARCHIVE FIRE SUPPRESSION COVER AND INDEX-COVER

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22008 ARCHIVE FIRE SUPPRESSION COVER AND INDEX-INDEX & NOTES

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22008 Curatorial Fire Suppression SITE PLAN-SITE PLAN

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Untitled.pdf

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22008 ARCHIVE FIRE SUPPRESSION COVER AND INDEX-COVER

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22008 ARCHIVE FIRE SUPPRESSION COVER AND INDEX-INDEX & NOTES

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22008 Curatorial Fire Suppression SITE PLAN-SITE PLAN

OLE1

File details come from the government source that posted it. Updated Aug 9, 2023.