140P4322Q0003_ACAD_ATTACHMENT_0002_Echo_Lake_Septic_100___Drawings.pdf

PDF 2 MB Posted Jan 26, 2022

Attached to: ACAD -ECHO LAKE SEPTIC REHAB
Solicitation number: 140P4322Q0003
Issued by: Department of the Interior National Park Service Northeast Region

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File	Type	Posted
Sol_140P4322Q0003_Amd_0005.pdf	PDF	Feb 9, 2022
Sol_140P4322Q0003_Amd_0004.pdf	PDF	Feb 7, 2022
140P4322Q0003_ACAD_ATTACHMENT_0008_Echo_Lake_2004_Utility_Plan_0003.pdf	PDF	Feb 1, 2022
Sol_140P4322Q0003_Amd_0003.pdf	PDF	Feb 1, 2022
140P4322Q0003_ACAD_ATTACHMENT_0009_ACAD_123_3130A_id26380_0003.pdf	PDF	Feb 1, 2022
Sol_140P4322Q0003_Amd_0002.pdf	PDF	Jan 27, 2022
140P4322Q0003_ACAD_ATTACHMENT_0001R1_Echo_Lake_Septic_100_Specification_REV_01_0002.pdf	PDF	Jan 27, 2022
Sol_140P4322Q0003_Amd_0001.pdf	PDF	Jan 27, 2022
Sol_140P4322Q0003.pdf	PDF	Jan 26, 2022
140P4322Q0003_ACAD_ATTACHMENT_0006_FAR_52_204-26_Covered_Telecommunications_Equipment_or_Services-Representation.pdf	PDF	Jan 26, 2022
140P4322Q0003_ACAD_ATTACHMENT_0005_FAR_52_204-24_Representation_Regarding_Certain_Telecommunications_and_Video_Surveillance_Services_or_Equipment.pdf	PDF	Jan 26, 2022
140P4322Q0003_ACAD_ATTACHMENT_0004_Guidance_on_Preparing_Workplace_for_COVID_19_.pdf	PDF	Jan 26, 2022
140P4322Q0003_ACAD_ATTACHMENT_0001_Echo_Lake_Septic_100__Specification.pdf	PDF	Jan 26, 2022
140P4322Q0003_ACAD_ATTACHMENT_0003_DOL_DBA_GD_ME20210021_01012021_MAINE_HEAVY.pdf	PDF	Jan 26, 2022
140P4322Q0003_ACAD_ATTACHMENT_0007_FAR_52_212-3_Offeror_Representations_and_Certifications_-_Commercial_Products_and_Commercial_Services.pdf	PDF	Jan 26, 2022

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PRICING DRAWINGS ONLY

NOT FOR CONSTRUCTION

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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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HARBOR

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BASS

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GREAT

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ISLAND

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CRANBERRY

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HARBOR

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NORTHEAST

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HARBOR

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SOUTHWEST

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ATLANTIC

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OCEAN

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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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HARBOR

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BAR

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& ELLSWORTH

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LITTLE

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CRANBERRY

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ISLAND

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BAKER

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ISLAND

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SWIM BEACH

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BLACKWOODS

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FABBRI

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ATLANTIC

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OCEAN

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ONE WAY

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STATION

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ENTRANCE

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ONE WAY

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BROOK

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BEAR

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HARBOR

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BAR

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BAY

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PENINSULA

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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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BUCKSPORT

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BANGOR

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ELLSWORTH

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GRAHAM

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LAKE

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LAKE

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GRAND

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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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FERRY ROUTE

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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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REPLACE FAILING ECHO LAKE SEPTIC FIELD

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ECHO LAKE

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ACAD

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HANCOCK

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MAINE

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ACAD 254575

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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

NOT FOR CONSTRUCTION

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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 ELECTRIC

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OVERHEAD WIRES

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TELEPHONE

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SEWER

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CABLE TV

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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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NEW WOOD FENCE

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UTILITY NOTES

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POINT OF BEGINING

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POB

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SHEET

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SUB SHEET

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INDEX OF SHEETS

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TITLE OF SHEET

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COVER SHEET & PROJECT LOCATIONS MAP

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INDEX, LEGEND, & NOTES

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PARKING MANAGEMENT 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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TACTILE WARNING PAVERS

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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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REPLACE FAILING ECHO LAKE SEPTIC FIELD

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INDEX, LEGENDS & NOTES

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ECHO LAKE VISITOR CENTER

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ACADIA NATIONAL PARK

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ACAD254575

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DEMOLITION, REMOVALS & DETAILS

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BENCHMARK

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1. EXISTING CONDITIONS OBTAINED FROM PLANS PROVIDED BY PLISGA & DAY LAND EXISTING CONDITIONS OBTAINED FROM PLANS PROVIDED BY PLISGA & DAY LAND SURVEYORS. DIGITAL PLAN RECEIVED FROM PLISGA & DAY LAND SURVEYORS ON APRIL 28, 2021 NAMED: "11075-2021.dwg" - 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. 2. CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONSTRUCTION WARNING SIGN REQUIREMENTS. 3. CONTRACTOR RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO BEGINNING ANY CONTRACTOR RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO BEGINNING ANY EXCAVATIONS. 4. EXISTING ACCESS DRIVE SHALL BE USED TO ACCESS THE ECHO LAKE PARKING EXISTING ACCESS DRIVE SHALL BE USED TO ACCESS THE ECHO LAKE PARKING AREA. CONTRACTOR RESPONSIBLE FOR CREATING TEMPORARY ACCESS DRIVE FROM EXISTING PARKING TO PROJECT AREA. ANY IMPORTED MATERIALS SHALL BE REMOVED AT PROJECT COMPLETION, TEMPORARY GRADING FOR ACCESS ROAD SHALL BE RETURNED TO ORIGINAL GRADE AND ORIGINAL GROUND COVER RESTORED UNLESS OTHERWISE DIRECTED BY THE 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

AutoCAD SHX Text PERMANENT SEEDING NOTES FOR ALL DISTURBED AREAS 1. DURING PERIOD FROM APRIL 15 TO OCTOBER 15, AREAS DISTURBED SHALL BE LIMED, DURING PERIOD FROM APRIL 15 TO OCTOBER 15, AREAS DISTURBED SHALL BE LIMED, FERTILIZED, SEEDED AND MULCHED AS FOLLOWS: A. SEEDING SHALL BE AS SPECIFIED IN MDOT STANDARD SPECIFICATIONS, SECTION 618 FOR SEEDING SHALL BE AS SPECIFIED IN MDOT STANDARD SPECIFICATIONS, SECTION 618 FOR VARIOUS AREAS. B. SEEDING SHALL INCLUDE FERTILIZERS, MULCH, LIME AND OTHER ITEMS IN SECTION 618. SEEDING SHALL INCLUDE FERTILIZERS, MULCH, LIME AND OTHER ITEMS IN SECTION 618. 2. AFTER SEEDING, AREAS DISTURBED SHALL BE MULCHED AS DESCRIBED IN MDOT STANDARD AFTER SEEDING, AREAS DISTURBED SHALL BE MULCHED AS DESCRIBED IN MDOT STANDARD SPECIFICATIONS SECTION 619. 3. NO SEEDING SHALL TAKE PLACE BETWEEN JUNE 15 AND AUGUST 15. AS A CONTINGENCY NO SEEDING SHALL TAKE PLACE BETWEEN JUNE 15 AND AUGUST 15. AS A CONTINGENCY PLAN, AREAS DISTURBED BETWEEN THESE DATES SHALL BE HAY 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 AT A RATE OF 60 GALLONS/ACRE. 4. WEEKLY, OR AFTER PRECIPITATION PRODUCING THE EQUIVALENT OF ONE HALF INCH OF 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 AS #2 ABOVE. 5. WITHIN 30-45 DAYS OF SEED APPLICATION, ALL AREAS SHALL BE INSPECTED FOR 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.

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 SOCK, STONE CHECK DAMS, CONSTRUCTION ENTRANCE, AND ANY OTHER INSTALL ALL SILT SOCK, STONE CHECK DAMS, CONSTRUCTION ENTRANCE, AND ANY OTHER REQUIRED EROSION CONTROL ITEMS. 2. INSTALL CATCH BASIN INLET PROTECTION DEVICES ON ALL EXISTING AND PROPOSED CATCH INSTALL CATCH BASIN INLET PROTECTION DEVICES ON ALL EXISTING AND PROPOSED CATCH BASINS. INLET PROTECTION SHALL BE "DANDY BAG" AS MANUFACTURED BY "DANDY PRODUCTS" OR EQUAL. INLET PROTECTION SHALL REMAIN UNTIL ALL AREAS ARE STABILIZED. 3. DIVERT UPSTREAM RUNOFF AWAY FROM PROJECT AREA, LOCATE AND PREPARE DEWATERING DIVERT UPSTREAM RUNOFF AWAY FROM PROJECT AREA, LOCATE AND PREPARE DEWATERING ARES. IF DEWATERING OPERATION UTILIZES PUMPS "DANDY DEWATERING BAG" OR EQUAL SHALL BE USED. 4. BEGIN DEMOLITION, REMOVALS AND CLEARING. BEGIN DEMOLITION, REMOVALS AND CLEARING. 5. INSTALL DRAINAGE STRUCTURES AND STORMDRAINS IN A LOGICAL MANNER TO REDUCE INSTALL DRAINAGE STRUCTURES AND STORMDRAINS IN A LOGICAL MANNER TO REDUCE POTENTIAL FOR SOIL EROSION. 6. COMPLETE FINISH GRADING. LOAM, SEED AND MULCH (WITH EROSION CONTROL BLANKET WHERE COMPLETE FINISH GRADING. LOAM, SEED AND MULCH (WITH EROSION CONTROL BLANKET WHERE REQUIRED) ALL DISTURBED AREAS NOT TO BE PAVED OR RIP-RAPPED. REMOVE EXCESS ACCUMULATED SEDIMENTS FROM INLET PROTECTION DEVICES. 7. GRADE PROJECT TO SUBGRADE LEVEL IN LOGICAL MANNER TO MINIMIZE EARTH MOVING AND TO GRADE PROJECT TO SUBGRADE LEVEL IN LOGICAL MANNER TO MINIMIZE EARTH MOVING AND TO PRESERVE LAND NOT TO BE DISTURBED. 8. COMPLETE UNFINISHED CONSTRUCTION AND BRING SYSTEM ONLINE.COMPLETE UNFINISHED CONSTRUCTION AND BRING SYSTEM ONLINE.

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

AutoCAD SHX Text DORMANT SEEDING NOTES 1. DURING PERIODS FROM OCTOBER 1 TO NOVEMBER 15, AREAS DISTURBED SHALL BE DORMANT DURING PERIODS FROM OCTOBER 1 TO NOVEMBER 15, AREAS DISTURBED SHALL BE DORMANT SEEDED WITH WINTER RYE, 1.5 LB/1,000 SF. DURING PERIODS BETWEEN NOVEMBER 15 AND APRIL 15, DISTURBED AREAS SHALL BE MULCHED AND IF NECESSARY, STABILIZED WITH EROSION CONTROL MESH.

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 DISTURBANCE. 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 CONTRACTOR 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; REMOVAL OF EXCESS ACCUMULATED SEDIMENT FROM SEDIMENT POND; 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 "MANE EROSION & ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH "MANE EROSION & SEDIMENT CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES", BY MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION, LATEST EDITION & MDEP CHAPTER 500 STORMWATER MANAGEMENT; APPENDIX A, B & C. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES, INCLUDING MATERIALS, CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL MEASURES, INCLUDING MATERIALS, CONSTRUCTION, MAINTENANCE AND REMOVAL. 5. EROSION CONTROL MAT SHALL BE INSTALLED ON ALL LOAM AND SEEDED AREAS WHICH HAVE A SLOPE GREATER THAN 3:1. EROSION CONTROL MAT SHALL BE INSTALLED ON ALL LOAM 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 COMPLETE, BY THE 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. CONTRACTOR MUST FURTHER ADHERE TO ALL REQUIREMENTS SET FORTH IN THE DEP ORDER OF CONDITIONS. 8. AFTER EACH INSPECTION OF EROSION CONTROL MEASURES, AN INSPECTION REPORT DETAILING THE SCOPE OF THE INSPECTION, 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 INFRASTRUCTURE MAINTENANCE STRUCTURE TYPE INSPECTION CLEANING INSPECTION CLEANING CLEANING STONE CHECK DAMS WEEKLY WEEKLY CATCH BASIN SUMP MONTHLY ANNUAL MONTHLY ANNUAL ANNUAL SILT SOCKS MONTHLY MONTHLY CULVERTS MONTHLY AS NEEDEDMONTHLY AS NEEDEDAS NEEDED

AutoCAD SHX Text SPECIFIC INSTRUCTIONS: 1. CATCH BASINS - ALL CATCH BASINS SHOULD BE INSPECTED MONTHLY AND DEBRIS ACCUMULATED IN THE CATCH BASINS - ALL CATCH BASINS SHOULD BE INSPECTED MONTHLY AND DEBRIS ACCUMULATED IN THE SUMP REMOVED ANNUALLY OR AT THE END OF THE PROJECT (WHICHEVER IS SHORTER) 2. SILT SOCK - SILT SOCKS SHOULD BE CHECKED AT LEAST MONTHLY DURING CONSTRUCTION. IF NEEDED, SILT SOCK - SILT SOCKS SHOULD BE CHECKED AT LEAST MONTHLY DURING CONSTRUCTION. IF NEEDED, THEY SHOULD BE REPLACED. 3. CULVERTS - CULVERTS SHOULD BE CHECKED MONTHLY FOR ACCUMULATION OF DEBRIS. IF NEEDED THEY CULVERTS - CULVERTS SHOULD BE CHECKED MONTHLY FOR ACCUMULATION OF DEBRIS. IF NEEDED THEY SHOULD BE DREDGED. *A STORMWATER MAINTENANCE LOG SHOULD BE MAINTAINED TO DOCUMENT COMPLIANCE WITH THE SUGGESTED SCHEDULE.

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EROSION AND SEDIMENT CONTROL NOTES

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SCALE A

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SCALE B

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

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SCALE OF FEET

AutoCAD SHX Text 1" = 10'

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SITE PLAN

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DEMOLITION OUTLINES

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DEMOLITION OUTLINES

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SCALE C

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SCALE OF FEET

1" = 5'

100% REVIEW AND

NOR FOR CONSTRUCTION

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30" PINE

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15" CMP INV IN: 104.8 INV. OUT: 103.25

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PIPE LOCATED IN 2011

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15" CMP INV. IN - 101.28 INV. OUT - 100.80

AutoCAD SHX Text EXISTING DISTRIBUTION MANHOLE RIM = 138.6 SUMP = 135.2 INV. 4" DI PIPE = 137 4" DI PIPE = 137±

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AutoCAD SHX Text EXISTING SEPTIC FIELD TRENCHES TO BE REMOVED. TREES, STUMPS AND STONES IN HATCHED AREA TO BE REMOVED TO ALLOW FOR CONSTRUCTION OF NEW SEPTIC FIELD AND ACCESS ROAD. LARGE STONES SHALL BE TEMPORARILY STORED ON-SITE FOR RELOCATION AT PROJECT COMPLETION.

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EXISTING MANHOLE TO BE REMOVED

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APPROXIMATELY 20' OF EXISTING 4" D.I. FORCEMAIN TO BE REMOVED AND REPLACED

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AutoCAD SHX Text EXISTING DISTRIBUTION BOXES AND ALL ASSOCIATED PIPING AND ALL COMPONENTS OF EXISTING SEPTIC DRAINAGE TRENCHES TO BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.

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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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REPLACE FAILING ECHO LAKE SEPTIC FIELD

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DEMOLITION, REMOVALS AND DETAILS

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ECHO LAKE VISITOR CENTER

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ACADIA NATIONAL PARK

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ACAD254575

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AutoCAD SHX Text 9/6/2021

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR SHALL CONTACT DIGSAFE PRIOR TO ANY CONTRACTOR SHALL CONTACT DIGSAFE PRIOR TO ANY EXCAVATION WORK. 2. COORDINATE ALL DEMOLITION AND REMOVAL INCLUDING, BUT COORDINATE ALL DEMOLITION AND REMOVAL INCLUDING, BUT NOT LIMITED TO, EXISTING MANHOLE AND EXISTING FORCEMAIN, EXISTING SEPTIC DRAINAGE FIELD WITH CONTRACTING OFFICER. 3. BOULDERS REMOVED FROM NEW DRAINAGE FIELD AREA BOULDERS REMOVED FROM NEW DRAINAGE FIELD AREA SHALL BE STOCKPILED AND PLACED IN THE WOODS AFTER CONSTRUCTION. SOME BOULDERS WILL BE PLACED ALONG TEMPORARY ACCESS ROAD AND USED FOR GRADING TRANSITIONS AND TO BLOCK OFF ACCESS ROAD.

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CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE

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AutoCAD SHX Text NOTES: 1. STONE SIZE - AASHTO DESIGNATION M43, SIZE 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. LENGTH - AS SHOWN ON GRADING PLAN, MIN. 50 FEET. 3. THICKNESS - NOT LESS THAN EIGHT (8) THICKNESS - NOT LESS THAN EIGHT (8) INCHES. 4. WIDTH - NOT LESS THAN FULL WIDTH OF ALL WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5. MAINTENANCE - THE ENTRANCE SHALL BE 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

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 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 SILT SOCK SHALL BE OVERLAPPED BY 2' MINIMUM DISTANCE AT ALL JOINTS. 4. GRADE PROJECT TO SUBGRADE LEVEL IN GRADE PROJECT TO SUBGRADE LEVEL IN LOGICAL MANNER TO MINIMIZE EARTH MOVING AND TO PRESERVE LAND NOT TO BE DISTURBED.

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SILT SOCK NOT TO SCALE

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AREA TO BE PROTECTED

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WORK AREA

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BLOWN /PLACED FINTER 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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FLOW

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AutoCAD SHX Text 2:1

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FLOW

AutoCAD SHX Text NOTES: STONE FOR CHECK DAMS SHALL BE CLEAN MATERIAL WITH NO FINES AND SHALL CONFORM TO MDOT STONE FOR FRENCH DRAINS (MDOT 703.24) AS NOTED IN SPECIFICATONS.

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L= DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION

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GROUND SLOPE (%)

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SPACE BETWEEN DAMS (FT)

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STONE CHECK DAM NOT TO SCALE

AutoCAD SHX Text NOTES: 1. EXTERIOR OF MANHOLE SHALL BE COVERED W/ TWO APPLICATIONS OF BITUMASTIC SEALANT. EXTERIOR OF MANHOLE SHALL BE COVERED W/ TWO APPLICATIONS OF BITUMASTIC SEALANT. 2. PIPE SIZES AND INVERT ELEVATIONS AS NOTED ON PLANS. PIPE SIZES AND INVERT ELEVATIONS AS NOTED ON PLANS. 3. PROVIDE WATER TIGHT CONNECTION FOR ALL PIPES ENTERING AND LEAVING MANHOLE. PROVIDE WATER TIGHT CONNECTION FOR ALL PIPES ENTERING AND LEAVING MANHOLE.

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TYPICAL MANHOLE NOT TO SCALE

AutoCAD SHX Text 6 C1

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C.I. MANHOLE COVER WITH RAISED LETTERING "SEWER"

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GROUT

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4" MANHOLE FRAME

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PROVIDE SMOOTH TRANSITION BETWEEN MORTAR AND FLAT TOP

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WRAP WITH 2 LAYERS OF 6 MIL POLYWRAP FULL DEPTH

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MANHOLE JOINTS TO BE SEALED WITH (3) 1" BUTYLRUBBER SEALANT STRIPS

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12" MIN. OF " WASHED 34" WASHED CRUSHED STONE

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TOP OF CONCRETE - 140.0±

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(2) 4" PVC 4" PVC INV. OUT - 136.0 WITH RUBBER BOOTS

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(1) 4" INV. IN - 137.2 4" INV. IN - 137.2 PROVIDE 22.5° DOWNWARD FACINGBEND INSIDE OF MANHOLE

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

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FLOW

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FLOW

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EMBED FILTER CLOTH MIN. 8" INTO GROUND

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FLOW

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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 NEEDED AND MATERIAL MAINTAINANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE 2. SILT FENCE WILL BE DGI INDUSTRIES ME12303614 SILT FENCE, OR SILT FENCE WILL BE DGI INDUSTRIES ME12303614 SILT FENCE, OR OTHER MDOT PRE-APPROVED SILT FENCE MEETING AASHTO M-288

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SECTION

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PERPECTIVE VIEW

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NOT TO SCALE

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NOT TO SCALE

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BACKFILL

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JOINING SECTIONS OF SILTFENCE

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TOPVIEW

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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

AutoCAD SHX Text 5 C1

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DEMOLITION & REMOVALS PLAN SCALE B

1 C1

100% REVIEW AND

NOR FOR CONSTRUCTION

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30" PINE

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15" CMP INV IN: 104.8 INV. OUT: 103.25

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12" CMP INV. IN = 89.4 INV. OUT = 87.5

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RIM = 91 TOP STANDPIPE = 88.6

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PIPE LOCATED IN 2011

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RIM = 91.0 INV. 6" PVC = 86.6

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15" CMP INV. IN - 101.28 INV. OUT - 100.80

AutoCAD SHX Text CONTROL POINT #2 12" SPIKE IN GROUND N - 235,994.759 E - 1,027,071.479 ELEV - 101.62

AutoCAD SHX Text EXISTING DISTRIBUTION MANHOLE RIM = 138.6 SUMP = 135.2 INV. 4" DI PIPE = 137 4" DI PIPE = 137±

AutoCAD SHX Text B-B

AutoCAD SHX Text NEW TEMPORARY CONSTRUCTION ENTRANCE FOR ACCESS TO SITE. 12' WIDTH (TYP.) (SEE DETAIL)

AutoCAD SHX Text APPROXIMATE TREELINE. TEMPORARY ACCESS ROAD LOCATION TO BE DETERMINED IN CONJUNCTION WITH CONTRACTING OFFICER. SELECT LOCATION TO PRESERVE AS MANY TREES AS POSSIBLE.

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INSTALL SILT SOCK (TYP.) (SEE DETAIL)

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SEE INSET (THIS SHEET)

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SCD

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LIMITS OF NEW SEPTIC SYSTEM, SEE INSET.

AutoCAD SHX Text APPROXIMATE LIMITS OF TEMPORARY ACCESS ROAD BUILT BY CONTRACTOR FOR ACCESS TO PROJECT SITE. CONTRACTOR TO STAKE OUT LIMITS OF ACCESS ROAD FOR REVIEW AND APPROVAL BY CONTRACTING OFFICER PRIOR TO START OF CLEARING. SEE TEMPORARY ACCESS DRIVE DETAIL, THIS SHEET.

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING SEWER FORCE MAIN. DIGITIZED FROM 2004 DESIGN DRAWINGS. SEWER FORCE MAIN TO REMAIN, VERIFY LOCATION IN THE FIELD.

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PROVIDE TEMPORARY CULVERTS AT TEMPORARY ACCESS ROAD AS NEEDED.

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SCD

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SCD

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INSTALL HORSESHOE SHAPED STONE CHECK DAM AT CULVERT ENTRANCES (TYP.)

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AutoCAD SHX Text A-A

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SILT SOCK (TYP.) (SEE DETAIL)

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ELEVATION REFERENCE POINT: NAIL IN TREE ELEV. - 138.6

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ELEVATION REFERENCE POINT: NAIL IN TREE ELEV. - 138.6

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TP107

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TP1

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TP2

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TP3

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TP104

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TP105

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TP106

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EXISTING DISTRIBUTION BOX (TYP.)

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EXISTING DISTRIBUTION BOX

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AutoCAD SHX Text REPLACE EXISTING MANHOLE WITH NEW 3' SEWER MANHOLE, REPLACEPORTION OF INCOMING SEWER FORCEMAIN AS NECESSARY TO ACCOMMODATE NEW MANHOLE. RIM ELEVATION - 140.0±4" INV. IN - 137.2±(2) 4" INV. OUT - 136.0 4" INV. OUT - 136.0

AutoCAD SHX Text

FINISHED GRADE (TYP.) (SEE SITE PLAN)

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AutoCAD SHX Text 12" INFILTRATOR PIPE. 6"BEDDING BELOW PIPE AND BACKFILL UP TO SPRING LINE SHALL BE COARSE SAND.

AutoCAD SHX Text EXISTING DISTRIBUTION MANHOLE BEYOND, TO BE REPLACED WITH NEW MANHOLE RIM - 138.6

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PROVIDE GENTLE SWALE TO DIRECT UPHILL WATER AWAY FROM SEPTIC FIELD

AutoCAD SHX Text INTENT IS FOR FINISH GRADE TO MATCH EXISTING GRADE. PROVIDE MINIMUM 12" FILL OVER TOP OF PIPE. SEE NOTES ON SECTION A-A.

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EXISTING GRADE (TYP.)

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12" INFILTRATORPIPE, SEE NOTES IN SECTION A-A ABOVE

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EXISTING GRADE (TYP.)

AutoCAD SHX Text 12" MIN. COVER. FIRST 4" SHALL BE GRAVELY COARSE SAND, FINAL 8" SHALL BE NATIVE MATERIAL.

AutoCAD SHX Text

AutoCAD SHX Text A-A

AutoCAD SHX Text B-B

AutoCAD SHX Text INSTALL (12) 100 FOOT LONG ROWS OF 12" DIAMETER INFILTRATOR PIPE (120 LENGTHS OF 10' LONG PIPE)

AutoCAD SHX Text

LIMITS OF CLEARING, SEE NOTES IN SITE PLAN VIEW

AutoCAD SHX Text LIMITS OF TEMPORARY ACCESS DRIVE AND TURN AROUND AREA, SEE NOTES IN SITE PLAN VIEW.

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ROW 1

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ROW 2

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ROW 3

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ROW 4

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ROW 5

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ROW 6

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ROW 7

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ROW 8

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ROW 9

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ROW 10

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ROW 11

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ROW 12

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8 OUTLET DISTRIBUTION BOX (TYP.)

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TP107

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TP2

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TP1

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TP104

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TP3

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TP105

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TP106

AutoCAD SHX Text PROVIDE 4" SCHEDULE 40 PVC SOLID PIPING FROM DISTRIBUTION MANHOLE TO DISTRIBUTION BOXES AND FROM DISTRIBUTION BOXES TO PIPE INLET.

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AutoCAD SHX Text CONNECT TO EXISTING D.I. FORCEMAIN, PROVIDE RESTRAINT COUPLING TO TRANSITION TO 4" PE FORCEMAIN

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ELEVATION REFERENCE POINT. SEE SITE PLAN VIEW.

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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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REPLACE FAILING ECHO LAKE SEPTIC FIELD

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SITE PLAN

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ECHO LAKE VISITOR CENTER

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ACADIA NATIONAL PARK

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ACAD254575

AutoCAD SHX Text C2

AutoCAD SHX Text 9/6/2021

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PIPE ELEVATIONS

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ROW #

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BOTTOM PIPE

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TOP PIPE

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FINISH GRADE (A-A SECTION)

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AutoCAD SHX Text 135.2

AutoCAD SHX Text 136.2

AutoCAD SHX Text 137.2

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AutoCAD SHX Text 134.6

AutoCAD SHX Text 135.6

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AutoCAD SHX Text 133.4

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AutoCAD SHX Text 135.4

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AutoCAD SHX Text 132.3

AutoCAD SHX Text 133.8

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AutoCAD SHX Text 132.2

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AutoCAD SHX Text 131.6

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AutoCAD SHX Text 130.4

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AutoCAD SHX Text 129.8

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AutoCAD SHX Text 129.2

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SECTION A-A

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SECTION B-B

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SEPTIC FIELD CROSS SECTIONS SCALE C

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NOTE: PIPES LAID FLAT WITH NO SLOPE ALONG THE LENGTH.

AutoCAD SHX Text GENERAL NOTES: 1. SEE SEPTIC DESIGN SHEET (HHE-200) IN PROJECT SEE SEPTIC DESIGN SHEET (HHE-200) IN PROJECT MANUAL FOR TEST PIT INFORMATION AND ADDITIONAL DETAILS ON SEPTIC SYSTEM NOT SHOWN ON PLANS. 2. SEE DEMOLITION PLAN NOTES FOR BOULDER REMOVAL, SEE DEMOLITION PLAN NOTES FOR BOULDER REMOVAL, STOCKPILING AND REPLACING AT PROJECT COMPLETION.

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GRAVELY COARSE SAND GRADATION

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SIEVE SIZE

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PERCENT PASSING BY WEIGHT

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3 INCHES

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AutoCAD SHX Text #4

AutoCAD SHX Text 75-100

AutoCAD SHX Text #10

AutoCAD SHX Text 50-100

AutoCAD SHX Text #60

AutoCAD SHX Text 10-50

AutoCAD SHX Text #100

AutoCAD SHX Text 2-20

AutoCAD SHX Text #200

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CLAY FRACTION

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SITE & GRADING PLAN SCALE B

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SITE PLAN INSET SCALE A

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TEMPORARY ROAD DETAIL NOT TO SCALE

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OPTION 1

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OPTION 2

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EXISTING GRADE (TYP.)

AutoCAD SHX Text MODIFY EXISTING GRADE AS NEEDED USING EXISTING MATERIAL TO PROVIDE CONSTRUCTION ACCESS

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INSTALL WOVEN GEOTEXTILE FABRIC (BASIS OF DESIGN SKAPS W315)

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INSTALL 12" COMPACTED SUBBASE MATERIAL OVER WOVEN FABRIC

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INSTALL HDPE CONSTRUCTION MATS (BASIS OF DESIGN:GEOTERRA CONSTRUCTION MAT)

NOTES: 1. ALL IMPROVEMENTS REQUIRED FOR TEMPORARY ACCESS ROAD SHALL BE ALL IMPROVEMENTS REQUIRED FOR TEMPORARY ACCESS ROAD SHALL BE REMOVED AT PROJECT COMPLETION AND AREA SHALL BE RESTORED TO ORIGINAL CONDITION OR AS DIRECTED BY CONTRACTING OFFICER. 2. SEE DEMOLITION PLAN FOR NOTES ON USE OF EXISTING BOULDERS TO SEE DEMOLITION PLAN FOR NOTES ON USE OF EXISTING BOULDERS TO BLOCK AND SCREEN ROAD AT PROJECT COMPLETION. 3. FINAL SURFACE CONDITION AFTER ROAD REMOVAL SHALL BE APPROVED FINAL SURFACE CONDITION AFTER ROAD REMOVAL SHALL BE APPROVED BY CONTRACTING OFFICER.

Sheets and Views

COVER

PLOT

20009 ECHO LAKE COVER AND INDEX-INDEX & NOTES.pdf

Sheets and Views

INDEX & NOTES

PLOT

20009 ECHO LAKE SITE PLAN-C-1 DEMOLITION.pdf

Sheets and Views

C-1 DEMOLITION

20009 ECHO LAKE SITE PLAN-C2 SITE PLAN.pdf

Sheets and Views

C2 SITE PLAN

20009 ECHO LAKE COVER AND INDEX-INDEX & NOTES.pdf

Sheets and Views

INDEX & NOTES

PLOT

20009 ECHO LAKE SITE PLAN-C-1 DEMOLITION.pdf

Sheets and Views

C-1 DEMOLITION

20009 ECHO LAKE SITE PLAN-C2 SITE PLAN.pdf

Sheets and Views

C2 SITE PLAN

File details come from the government source that posted it. Updated Jan 26, 2022.