B08_Attachment_2_Drawings.pdf

PDF 12 MB Posted Aug 27, 2024

Attached to: ACAD -REPLACE SCHOODIC WASTEWATER SYSTEM Federal contract opportunity
Solicitation number: 140P4324R0019
Issued by: Department of the Interior National Park Service Northeast Region

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Written by GovTribe AI · Aug 27, 2024

This document appears to be a set of drawings related to the federal contract opportunity for the "ACAD -REPLACE SCHOODIC WASTEWATER SYSTEM" solicitation. The solicitation is issued by the Department of the Interior National Park Service Northeast Region, a civilian federal agency. The solicitation number is 140P4324R0019. The drawings likely provide technical specifications and details related to the wastewater system replacement project. No other details about the specific products, services, timelines, pricing, or set-asides are included in this document. This appears to be a supplementary file rather than the full solicitation or performance requirements.

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Other files for this federal contract opportunity

Other files attached to ACAD -REPLACE SCHOODIC WASTEWATER SYSTEM, newest first.
File	Type	Posted
Sol_140P4324R0019_Amd_0002.pdf	PDF	Sep 12, 2024
Sol_140P4324R0019_Amd_0001.pdf	PDF	Sep 10, 2024
B08_Attachment_4_Construction_Contract_Administration.docx	DOCX document	Aug 27, 2024
B08_Attachment_3_DOL_Wage_Determination.pdf	PDF	Aug 27, 2024
Sol_140P4324R0019.pdf	PDF	Aug 27, 2024
B08_Attachment_5_Limitation_on_Subcontracting_Report.xlsx	XLSX spreadsheet	Aug 27, 2024
B08_Attachment_1_Specs.pdf	PDF	Aug 27, 2024

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ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

2/14/2

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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 SCHOODIC WASTEWATER

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SCHOODIC EDUCATIONAL RESEARCH CENTER (SERC)

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ACAD

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HANCOCK

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MAINE

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100% CD

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ACAD 187203

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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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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 DEMOLITION PLAN OVERALL SITE PLAN SITE PLAN FORCEMAIN PLAN AND PROFILE FORCEMAIN PLAN AND PROFILE FORCEMAIN PLAN AND PROFILE STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS BUILDING INTERIOR DEMOLITION PLAN BUILDING ELECTRICAL DEMOLITION PLAN PHOTO DETAILS PANEL SCHEDULES ELECTRICAL DETAILS OVERALL DISPOSAL PLAN DISPOSAL PLAN SECTION SHEET DETAILS

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SHEET SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SUB SUB SHEET SHEET C0 C1 C2 C3 PP1 PP2 PP3 C4 C5 C6 D1 E1 E2 E3 E4 S1 S2 S3 S4

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QUALITY DESIGN CERTIFICATION

AutoCAD SHX Text Prepared in Accordance with Design Development (Title I) OR Variance from Design Development (Title I) Approved by Superintendent on OR Construction Drawing Not Preceded by Design Development (Title I)

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ACADIA NATIONAL PARK

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

2/14/2

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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 LAYOUT 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. A CHANGES TO GRADES MUST BE APPROVED 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. 5. ALL SLOPES STEEPER THAN 3:1 SHALL RECEIVE EROSION CONTROL BLANKET. ALL SLOPES STEEPER THAN 3:1 SHALL RECEIVE EROSION CONTROL BLANKET. 6. FINISH GRADING AT THE COMPLETION OF THE PROJECT IS INTENDED TO MATCH EXISTING 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 GRADING NOTES #4. 7. GRADING ADJACENT TO ANY EXISTING STRUCTURES SHALL PROVIDE FOR POSITIVE DRAINAGE GRADING ADJACENT TO ANY EXISTING STRUCTURES SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY FROM STRUCTURES. 8. GRADING SHALL ALLOW FOR POSITIVE DRAINAGE TO ALL EXISTING OR PROPOSED DRAINAGE GRADING SHALL ALLOW FOR POSITIVE DRAINAGE TO ALL EXISTING OR PROPOSED DRAINAGE STRUCTURES. ADJUST FRAMES AND GRATES OF DRAINAGE STRUCTURES IN DISTURBED AREAS TO PROVIDE SMOOTH FINISH GRADING AND POSITIVE DRAINAGE. 9. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL LEAVE SITE IN A STABLE, SAFE ALL WORK PERFORMED UNDER THIS CONTRACT SHALL LEAVE SITE IN A STABLE, SAFE CONDITION. NO UNSTABLE SLOPES OR OTHER AREAS ARE PERMITTED AS A RESULT OF WORK PERFORMED BY THE CONTRACTOR OR THEIR AGENTS.

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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. DEMOLITION SHALL BE SEQUENCED SUCH THAT SEWER SERVICE FOR THE CAMPUS IS NOT INTERRUPTED FOR DEMOLITION SHALL BE SEQUENCED SUCH THAT SEWER SERVICE FOR THE CAMPUS IS NOT INTERRUPTED FOR MORE THAN 4 HOURS AT ANY GIVEN TIME. ALL INTERRUPTIONS TO SERVICE SHALL BE APPROVED, IN WRITING, BY THE CONTRACT OFFICER. THE CONTRACTOR SHALL NOT INTERRUPT SERVICE WITHOUT AT LEAST 1 WEEK PRIOR APPROVAL. 2. SEQUENCE OF DEMOLITION & CONSTRUCTION: SEQUENCE OF DEMOLITION & CONSTRUCTION: 1. DEMOLISH ONLY STRUCTURES REQUIRED TO BUILD/PROVIDE NEW SYSTEM. 2. BUILD NEW TREATMENT SYSTEM, INCLUDING PUMP STATION, FORCE MAIN AND TREATMENT FIELDS. 3. BUILD NEW COLLECTION SYSTEM WITHOUT INTERRUPTING EXISTING SYSTEM. 4. INTERCEPT EXISTING FLOWS AND BYPASS TO NEW SYSTEM. 5. COMPLETE NEW COLLECTION SYSTEM MODIFICATIONS & INTERRUPT SERVICE TO OLD TREATMENT FACILITY. 6. DEMOLISH OLD TREATMENT FACILITY AS NOTED. 3. CONTRACTING OFFICER (C.O.) TO APPROVE LAYOUT PRIOR TO REMOVALS. FLAG ALL VEGETATION DESIGNATED 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. 4. MINIMAL TREE CLEARING IS ANTICIPATED AS DEVELOPMENT IS PRIMARILY LOCATED IN OPEN AREAS OF THE MINIMAL TREE CLEARING IS ANTICIPATED AS DEVELOPMENT IS PRIMARILY LOCATED IN OPEN AREAS OF THE SITE. ANY TREE REMOVALS SHALL BE CLOSELY COORDINATED WITH GOVERNMENT. NO CLEARING PERMITTED BETWEEN APRIL 15 AND NOVEMBER 1. 5. DEMOLITION PLANS DO NOT PURPORT TO SHOW ALL DEMOLITION AND REMOVALS REQUIRED. MAJORITY OF DEMOLITION PLANS DO NOT PURPORT TO SHOW ALL DEMOLITION AND REMOVALS REQUIRED. MAJORITY OF FORCEMAIN PATH DOES NOT SHOW DEMOLITION BECAUSE IT FOLLOWS EXISTING UTILITY ROUTING AND MINIMAL CLEARING/DEMOLITION APART FROM TRENCH EXCAVATION IS ANTICIPATED. 6. CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION WITH ALL PLANS AND SPECIFICATIONS. CONTRACTOR CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION WITH ALL PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO COMPLETE THE WORK, REGARDLESS IF SHOWN GRAPHICALLY ON THE PLANS OR NOT. 7. SELECTIVE CLEARING - C.O. SHALL IDENTIFY ALL VEGETATION TO REMOVE. VEGETATION SHALL BE CUT TO 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. 8. REFER TO SPECIFICATIONS AND PLAN SHEETS FOR SEDIMENTATION AND EROSION CONTROL NOTES AND REFER TO SPECIFICATIONS AND PLAN SHEETS FOR SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS. 9. CONTRACTING OFFICER WILL DESIGNATE SALVAGEABLE MATERIALS TO BE RETAINED AND/OR STORED. ALL 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. 10. CONTRACTOR TO PROVIDE GOVERNMENT WITH WASTE MANAGEMENT PLAN SUBMITTAL PRIOR TO CONTRACTOR TO PROVIDE GOVERNMENT WITH WASTE MANAGEMENT PLAN SUBMITTAL PRIOR TO PRE-CONSTRUCTION CONFERENCE. SEE SPECIFICATION SECTION 01 74 19 FOR REQUIREMENTS AND DETAILS FOR CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL.

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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 MARKING OF EXISTING UTILITIES. SEE GENERAL CONTRACTOR IS RESPONSIBLE FOR MARKING OF EXISTING UTILITIES. SEE GENERAL NOTES #2. 3. PROVIDE TEST PITS PRIOR TO CONSTRUCTION AT ALL POTENTIAL CONFLICTS TO PROVIDE TEST PITS PRIOR TO CONSTRUCTION AT ALL POTENTIAL CONFLICTS TO VERIFY CLEARANCES. 4. ALL EXISTING GATE VALVES, CURB STOPS, MANHOLE & CATCH BASIN RIMS TO 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. 5. CONTRACTOR RESPONSIBLE FOR ALL DEWATERING NECESSARY TO PROVIDE DRY 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. 6. EXCAVATING ADJACENT TO EXISTING UTILITIES REQUIRES CLOSE COORDINATION AND EXCAVATING ADJACENT TO EXISTING UTILITIES REQUIRES CLOSE COORDINATION AND CAREFUL EXCAVATION. EMPLOY HAND EXCAVATION BY MEANS OF SHOVELING OR PNEUMATIC EXCAVATION WITHIN 2' OF EXISTING UTILITIES.

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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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STAMP:

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A/E FIRM - 140P4322F0018

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PRIME/CIVIL:

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HEDEFINE ENGINEERING & DESIGN, INC.

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ELLSWORTH, MAINE

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MEP ENGINEER:

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CARPENTER ASSOCIATES

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OLD TOWN, MAINE

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ENVIRONMENTAL:

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ATLANTIC RESOURCE CO.

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BASS HARBOR, MAINE

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INDEX, LEGENDS & NOTES

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AutoCAD SHX Text 60,021

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REPLACE SCHOODIC WASTEWATER

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ACADIA NATIONAL PARK

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ACAD 187203

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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. SEE OVER WINTER STABILIZATION NOTES BELOW. 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 PERMANENT SEEDING SHALL TAKE PLACE BETWEEN JUNE 15 AND AUGUST 15 UNLESS DAILY WATERING IS NO PERMANENT SEEDING SHALL TAKE PLACE BETWEEN JUNE 15 AND AUGUST 15 UNLESS DAILY WATERING IS PROVIDED, AT NOT ADDITIONAL COST TO THE GOVERNMENT. 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 UNLESS OTHERWISE PERMANENT SEEDING SHALL BE INSTALLED IMMEDIATELY UPON REACHING FINAL GRADE UNLESS OTHERWISE NOTED. 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 1 UNLESS WINTER EROSION CONTROL MEASURES ARE IMPLEMENTED. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL DEVICES PRIOR TO THE DISTURBANCE OF ANY WORK AREA. THE CONTRACTING OFFICER SHALL REVIEW THE PROPOSED SEQUENCING OF CONSTRUCTION ACTIVITIES AND PROPOSED OR INSTALLED EROSION CONTROL MEASURES AND MAY DIRECT THE CONTRACTOR TO MODIFY THE SEQUENCING IF, AT THEIR SOLE DISCRETION, THEY DETERMINE THEY ARE NOT PROGRESSING IN A LOGICAL MANNER. SEE SPECIFICATION SECTION 013216. 1. INSTALL ALL SILT FENCING, COIR WATTLES, CONSTRUCTION ENTRANCE(S) AND ANY OTHER EROSION CONTROL INSTALL ALL SILT FENCING, COIR WATTLES, CONSTRUCTION ENTRANCE(S) 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 SUCH A MANNER BEGIN DEMOLITION, UTILITY TRENCHING AND CONSTRUCTION. CONTRACTOR TO PHASE WORK IN SUCH A 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. SEE PROJECT PHASING NOTES IN PROJECT MANUAL. 4. GRADE PROJECT TO SUBGRADE LEVEL IN SUCH A MANNER TO MINIMIZE EARTH MOVING AND TO PRESERVE GRADE PROJECT TO SUBGRADE LEVEL IN SUCH A MANNER TO MINIMIZE EARTH MOVING AND TO PRESERVE LAND NOT TO BE DISTURBED. 5. COMPLETE UTILITY, TANK, DISPOSAL FIELD, AND PUMP STATION CONSTRUCTION. COMPLETE UTILITY, TANK, DISPOSAL FIELD, AND PUMP STATION 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 EROSION CONTROL 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 WATTLES ARE USED.

AutoCAD SHX Text OVER WINTER STABILIZATION CONTROL MEASURES NOTES 1. SEE SPECIFICATION SECTION 312500.3.4 FOR OVER WINTER CONSTRUCTION REQUIREMENTS. SEE SPECIFICATION SECTION 312500.3.4 FOR OVER WINTER CONSTRUCTION REQUIREMENTS. 2. SEE OTHER RELEVANT SPECIFICATION SECTIONS FOR PLAN PREPARATION, APPROVAL AND MONITORINGSEE OTHER RELEVANT SPECIFICATION SECTIONS FOR PLAN PREPARATION, APPROVAL AND MONITORING

AutoCAD SHX Text 2/14/2024

AutoCAD SHX Text EXISTING CONDITIONS OBTAINED FROM PLANS PROVIDED BY PLISGA & DAY LAND SURVEYORS AND VHB. PLAN RECEIVED FROM VHB AUGUST 9, 2022 NAMED: "ACAD_Schoodic WW.dwg" . SOME EXISTING UTILITY INFORMATION WAS UPDATED FROM FINAL CONSTRUCTION DESIGN PLANS AND PRELIMINARY AS-BUILT DRAWINGS OF "REHABILITATE WATER & WASTEWATER SYSTEMS" ALSO PROVIDED BY VHB INC. - HEDEFINE ENGINEERING & DESIGN, INC. TAKES NO RESPONSIBILITY FOR THE ACCURACY AND OR 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 CONSTRUCTION WARNING SIGN CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONSTRUCTION WARNING SIGN REQUIREMENTS. 2. CONTRACTOR RESPONSIBLE FOR COORDINATING WITH A UTILITY LOCATOR PRIOR TO BEGINNING ANY CONTRACTOR RESPONSIBLE FOR COORDINATING WITH A UTILITY LOCATOR PRIOR TO BEGINNING ANY EXCAVATIONS. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED ON THE GROUND AT AN INTERVAL SUFFICIENT TO IDENTIFY LOCATION AND ORIENTATION OF EXISTING UTILITIES. FOLLOW ALL APPLICABLE CODES AND REGULATIONS FOR UTILITY LOCATING AND REPORTING. 3. NOT ALL REQUIRED EROSION CONTROL ITEMS ARE SHOWN FOR CLARITY. CONTRACTOR TO REFERENCE PLANS, 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. CONTRACTOR RESPONSIBLE FOR 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 MEANS FOR PROTECTING NO METAL TRACKED EQUIPMENT SHALL BE ALLOWED ON PAVEMENT WITHOUT MEANS FOR PROTECTING PAVEMENT. 6. THE SCHOODIC CAMPUS IS AN AREA OF HIGH PEDESTRIAN TRAFFIC AND WILL BE OPERATIONAL DURING THE SCHOODIC CAMPUS IS AN AREA OF HIGH PEDESTRIAN TRAFFIC AND WILL BE OPERATIONAL DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR MAINTAINING A SAFE AND SECURE JOBSITE. ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, LOCAL REQUIREMENTS, NPS SAFETY STANDARDS, AND ANY OTHER APPLICABLE SAFETY STANDARD. CLOSURE SIGNAGE, FLAGGERS, SAFETY LIGHTING, AND CONSTRUCTION FENCING SHALL BE UTILIZED TO CLEARLY IDENTIFY THE PROJECT AREA AND PREVENT UNAUTHORIZED ENTRANCE INTO WORK AREAS. 7. PROJECT WORK AREA INCLUDES WORK ALONG AND CROSSING ROADS OPEN TO FACILITY STAFF AND VISITORS. PROJECT WORK AREA INCLUDES WORK ALONG AND CROSSING ROADS OPEN TO FACILITY STAFF AND VISITORS. CONTRACTOR RESPONSIBLE FOR MAINTAINING SAFE FLOW OF TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SIGNS SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION AND SHALL BE MAINTAINED AND UPDATED AS WORK PROGRESSES. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD (LATEST EDITION), STATE AND LOCAL REQUIREMENTS. CONTRACTOR RESPONSIBLE TO MAINTAIN ACCESS FOR NPS PERSONNEL AT ALL TIMES. CONTRACTOR TO PROVIDE WRITTEN NOTICE OF ROAD CLOSURE AS DETAILED IN SPECIFICATION SECTION 8. ANY DAMAGE TO ROADS, LAWNS, STRUCTURES, OR OTHER ITEMS CAUSED BY CONSTRUCTION ACTIVITIES SHALL ANY DAMAGE TO ROADS, LAWNS, STRUCTURES, OR OTHER ITEMS CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTING OFFICER TO APPROVE ALL REPAIRS.

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GENERAL SITE PLAN NOTES

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OHE

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SCALE A

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SCALE C

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SCALE OF FEET

AutoCAD SHX Text 1" = 100

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SCALE OF FEET

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1. ALL PROPOSED DEMOLITION WORK IN THE REED BEDS SHALL BE CAREFULLY ALL PROPOSED DEMOLITION WORK IN THE REED BEDS SHALL BE CAREFULLY COORDINATED WITH CONTRACTING OFFICER, MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND ANY OTHER AHJ. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH MDEP AND ANP ON ALLOWABLE TIMEFRAME FOR BURNING REED BED VEGETATION. 2. ANALYZE SLUDGE ACCORDING TO 06-096 CHAPTER 405 SOLID WASTE ANALYZE SLUDGE ACCORDING TO 06-096 CHAPTER 405 SOLID WASTE MANAGEMENT SECTION 6. BASED ON ANALYSIS, COORDINATE WITH MEDEP FOR DISPOSAL LOCATION FOR REED BED SLUDGE AND ROOTS. 3. ALL PIPING, SIDEBOARDS, LINER, MANHOLES, ETC. TO BE TAKEN TO A QUALIFIED ALL PIPING, SIDEBOARDS, LINER, MANHOLES, ETC. TO BE TAKEN TO A QUALIFIED RECEIVING FACILITY FOR DISPOSAL. MDEP AND/OR ANP MAY REQUIRE PAID INVOICES FOR PROOF OF DISPOSAL. 4. DEMOLITION OF TWO REED BEDS TO BE STAGGERED TO ALLOW FOR CONTINUED DEMOLITION OF TWO REED BEDS TO BE STAGGERED TO ALLOW FOR CONTINUED USE OF ONE REED BED WHILE NEW DISPOSAL SYSTEM IS CONSTRUCTED. COORDINATE WITH CONTRACTING OFFICER. 5. REED BED DEMOLITION SHALL PROVIDE THE COMPLETE REMOVAL OF BOTH REED REED BED DEMOLITION SHALL PROVIDE THE COMPLETE REMOVAL OF BOTH REED BEDS INCLUDING ALL THEIR COMPONENTS. 6. ANY UTILITIES ENCOUNTERED IN REED BED DEMOLITION SHALL BE IDENTIFIED AS ANY UTILITIES ENCOUNTERED IN REED BED DEMOLITION SHALL BE IDENTIFIED AS ACTIVE OR ABANDONED. ACTIVE UTILITIES SHALL BE PROTECTED, PRESERVED AND REROUTED AS NECESSARY. ABANDONED UTILITIES SHALL BE CUT, CAPPED, ABANDONED AND REMOVED AS NECESSARY.

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REED BED DEMOLITION NOTES:

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SCALE OF FEET

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AutoCAD SHX Text 1" = 50'

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SCALE F

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SCALE OF FEET

1" = 5'

606060

SER SITE 10 CO-1

INV. IN 4" PVC = 56.11'SERC BLD1228A CO-1 (?)

NO ACCESS

ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

2/14/2

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DCB-PT#3184

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DCB-PT#3104

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DMH-PT#3087

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SMH-PT#8204

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EXISTING GARAGE, BUILDING SLAB, AND APPROACH SLAB TO BE DEMOLISHED AND REMOVED.

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SERC BLD1137 CO-1 NOT FOUND

AutoCAD SHX Text EXISTING PERVIOUS PAVER DRIVEWAY TO BE TEMPORARILY REMOVED TO ACCOMMODATE GRAVITY AND PRESSURE SEWER CONSTRUCTION. MATERIALS TO BE CAREFULLY REMOVED, STORED, AND REINSTALLED. DAMAGED PAVERS TO BE REPLACED WITH NEW PAVERS MATCHING EXISTING PAVER STYLE TO THE GREATEST EXTENT PRACTICAL.

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MANHOLES AND SEWER LINES TO BE REMOVED TO ACCOMMODATE NEW UTILITY INSTALLATIONS.

AutoCAD SHX Text EXISTING MANHOLE TO BE REMOVED AND REPLACED, SEE PLAN & PROFILE SHEETS. CUT AND CAP ABANDONED SEWER LINE.

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CUT AND REMOVE EXISTING PAVEMENT

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SERC MH-B1

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DCB-PT#8258

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SMH-PT#8211

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SMH-PT#8194

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SMH-PT#8191

AutoCAD SHX Text CUT AND CAP EXISTING 12" SEWER LINE OUTSIDE OF WASTEWATER TREATMENT BUILDING. SEWER SERVICE INSIDE BUILDING TO BE ABANDONED AFTER DEMOLITION. SEE SHEET D1 FOR DEMOLITION DETAILS.

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REMOVE RIPRAP APRON, INSTALL NEW RIPRAP AT COMPLETION.

AutoCAD SHX Text REMOVE ONLY VEGETATION REQUIRED TO ACCOMMODATE THE WORK. COORDINATE ALL REMOVALS WITH CONTRACTING OFFICER. TREES AND SHRUBS REMOVED SHALL BE REINSTALLED AT LOCATIONS DETERMINED BY CONTRACTING OFFICER.

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REMOVE 8" SEWER LINE OR CUT AND CAP

AutoCAD SHX Text CUT AND REMOVE PAVEMENT AND GRANITE CURBING TO ACCOMMODATE NEW SEWER FORCEMAIN INSTALLATION. EXISTING CURBING MATERIALS NOT TO BE CUT, CAREFULLY REMOVE FULL SECTION ON EACH SIDE OF AREA TO BE EXCAVATED, STORE AND PROTECT FOR REINSTALLATION PRIOR TO PROJECT COMPLETION.

AutoCAD SHX Text REROUTE PORTION OF EXISTING UNDERGROUND COMMUNICATIONS LINE AS REQUIRED TO ACCOMMODATE TANK INSTALLATION.

AutoCAD SHX Text THIS REED BED MUST BE DEMOLISHED AFTER THE NEW SYSTEM IS OPERATIONAL TO ALLOW CONTINUOUS CAMPUS SERVICE

AutoCAD SHX Text EXISTING REED BEDS TO BE REMOVED. REMOVAL SHALL INCLUDE ALL MATERIALS AND COMPONENTS THAT MAKE UP REED BEDS, INCLUDING BUT NOT LIMITED TO, PLANT AND SOIL MATERIALS, SLUDGE, ENCLOSURES, PIPING AND MANHOLES. EXISTING WATER LINES, UNDERGROUND ELECTRICAL LINES, AND OTHER UTILITIES FOUND ADJACENT BUT NOT CONNECTED TO REED BEDS SHALL BE PROTECTED. SEE REED BED DEMOLITION NOTES FOR DETAILS.

AutoCAD SHX Text SEE SHEETS D1 AND E1 FOR DEMOLITION ASSOCIATED WITH EXISTING WASTEWATER TREATMENT PLANT BUILDING

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SERC MH-B11

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SERC MH-B10

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SERC MH-B9

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SERC MH-H1

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SERC MH-B7

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SERC BLD1186 CO-1 NOT FOUND

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SERC BLD1192 CO-1 NOT FOUND

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SERC BLD1188 CO-1 NOT FOUND

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SERC BLD1187 CO-1 NOT FOUND

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AutoCAD SHX Text REMOVE PORTION OF BRICK SIDEWALK AND FENCING TO ACCOMMODATE FORCEMAIN INSTALLATION. EXISTING BRICK PAVER AND FENCE MATERIALS TO BE CAREFULLY REMOVED, STORED AND PROTECTED FOR REINSTALLATION PRIOR TO PROJECT COMPLETION. IF MATERIALS ARE NOT SUITABLE FOR REUSE, PROVIDE BRICK PAVERS AND FENCING TO MATCH EXISTING.

AutoCAD SHX Text CUT AND REMOVE PAVEMENT AND GRANITE CURBING. EXISTING CURBING MATERIALS NOT TO BE CUT, CAREFULLY REMOVE FULL SECTION ON EACH SIDE OF AREA TO BE EXCAVATED, STORE AND PROTECT FOR REINSTALLATION PRIOR TO PROJECT COMPLETION.

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CUT AND REMOVE PAVEMENT

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PROTECT EXISTING LP TANKS AS NECESSARY

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SERC MH-B8

AutoCAD SHX Text REMOVE ONLY VEGETATION REQUIRED TO ACCOMMODATE THE WORK. COORDINATE ALL REMOVALS WITH CONTRACTING OFFICER.

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ELECTRICAL EQUIPMENT AND FENCE NOT TO BE DISTURBED.

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PERFORM WORK SO AS TO PREVENT ANY DISTURBANCE TO UNDERGROUND UTILITY SERVICES

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SCO

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BLEACHERS TO BE REMOVED (MAY BE REMOVED BY OWNER PRIOR TO START OF CONSTRUCTION)

AutoCAD SHX Text BLEACHERS TO BE REMOVED. DECONSTRUCT AND RELOCATE TO GOVERNMENT DIRECTED LOCATION WITHIN 10 MILES.

AutoCAD SHX Text EXISTING CHAIN LINK FENCE TO BE REMOVED AROUND ENTIRE BALL FIELD. ENTIRE LIMITS OF CHAIN LINK FENCE NOT SHOWN IN THIS PLAN INSET

AutoCAD SHX Text BUILDINGS, SLABS, FOUNDATIONS, UTILITY CONNECTIONS AND ALL APPURTENANCES TO BE REMOVED.

AutoCAD SHX Text CONTRACTOR TO DETERMINE IF UNDERGROUND ELECTRIC SERVICE IS ACTIVE OR ABANDONED. IF ACTIVE, REROUTE AS REQUIRED TO ACCOMMODATE THE WORK, IF ABANDONED, CUT, CAP AND REMOVE AS NECESSARY.

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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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STAMP:

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A/E FIRM - 140P4322F0018

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PRIME/CIVIL:

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HEDEFINE ENGINEERING & DESIGN, INC.

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ELLSWORTH, MAINE

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MEP ENGINEER:

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CARPENTER ASSOCIATES

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OLD TOWN, MAINE

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ENVIRONMENTAL:

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ATLANTIC RESOURCE CO.

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BASS HARBOR, MAINE

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SITE DEMOLITION PLAN

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AutoCAD SHX Text 60,021

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REPLACE SCHOODIC WASTEWATER

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ACADIA NATIONAL PARK

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ACAD187203

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WWTP AREA DEMOLITION PLAN

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SCALE C

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DEMOLITION LEGEND

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STRUCTURES OR UTILITIES TO

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BE REMOVED (AS NOTED)

AutoCAD SHX Text DEMOLITION PLAN GENERAL NOTES: 1. DEMOLITION PLANS DO NOT SHOW ALL DEMOLITION DEMOLITION PLANS DO NOT SHOW ALL DEMOLITION REQUIRED ALONG ENTIRE LENGTH OF PROPOSED EFFLUENT FORCEMAIN. THE INTENT OF THIS PLAN IS TO SHOW GENERAL AREAS WHERE STRUCTURAL REMOVAL IS REQUIRED AND TO PROVIDE GENERAL GUIDANCE TO THE CONTRACTOR FOR THOSE AREAS. 2. CONTRACTOR TO COORDINATE ALL DEMOLITION WITH CONTRACTOR TO COORDINATE ALL DEMOLITION WITH CONTRACTING OFFICER IN FIELD.

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DEMOLITION AREAS WITH SPECIAL PROVISIONS

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HOUSING AREA DEMOLITION PLAN

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SCALE C

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BALL FIELD AREA DEMOLITION PLAN

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HARDSCAPE SURFACES TO BE REMOVED

No. 11164

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PROPOSED EFFLUENT FORCEMAIN

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EXISTING WASTEWATER TREATMENT PLANT TO BE DECOMMISSIONED.

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EXISTING PUMP STATION

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SUBSURFACE DISPOSAL FIELD, TYP. OF 4 LOCATED IN BASEBALL FIELD.

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PROPOSED PUMP STATION

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PROPOSED SEPTIC TANKS

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SEE 2/C3 "INSET:WWTP BUILDING AREA" SEE 2/C1 "WWTP AREA DEMOLITION PLAN"

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SEE 1/C3 "INSET: DISPOSAL FIELD AREA" SEE 3/C1 "BALL FIELD AREA DEMOLITION PLAN"

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SEE 1/C1 "HOUSING AREA DEMOLITION PLAN"

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PLAYGROUND

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TBM-1 NORTHING - 245822.4 EASTING - 1099142 ELEVATION - 63.99 REBAR BELOW GRADE

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TBM-2 NORTHING - 245472.2 EASTING - 1099246 ELEVATION - 76.11 REBAR BELOW GRADE

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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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STAMP:

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A/E FIRM - 140P4322F0018

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PRIME/CIVIL:

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HEDEFINE ENGINEERING & DESIGN, INC.

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ELLSWORTH, MAINE

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MEP ENGINEER:

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CARPENTER ASSOCIATES

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OLD TOWN, MAINE

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ENVIRONMENTAL:

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ATLANTIC RESOURCE CO.

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BASS HARBOR, MAINE

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OVERALL SITE PLAN

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AutoCAD SHX Text 60,021

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REPLACE SCHOODIC WASTEWATER

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ACADIA NATIONAL PARK

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ACAD187203

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OVERALL SITE PLAN

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SCALE A

SERC MH-B19

RIM = 56.97'

INV. IN 4" PVC = 53.72' (SW)

INV. OUT 6" PVC = 53.12' (NW)

SER SITE 10 CO-1

INV. IN 4" PVC = 56.11'SERC BLD1228A CO-1 (?)

ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

2/14/2

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RELOCATE EXISTING SEWER FORCEMAIN (BY OTHERS)

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SURGE TANK AND DISTRIBUTION MANHOLE, SEE S SHEETS.

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WASTEWATER DISPOSAL FIELD OUTLINES (TYP.) SEE S SHEETS.

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INSTALL SILT FENCE AT THE LIMITS REQUIRED TO PERFORM WORK (TYP.)

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WWDF #1

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WWDF #2

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WWDF #3

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WWDF #4

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GRAVITY DISTRIBUTION LINES (TYP.) SEE S SHEETS.

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DISPOSAL FIELD NOTE: SEE "S" SHEETS FOR FINISH GRADING AT DISPOSAL FIELDS.

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DCB-PT#3185

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SERC MH-A3

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TRANSPORTATION BUILDING

AutoCAD SHX Text WASTEWATER TREATMENT PLANT (SEE SHEET D0 FOR NOTES ON EXISTING SEWER SERVICE TO WWTP BUILDING)

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EXISTING PUMP STATION TO REMAIN

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SERC BLD1137 CO-1 NOT FOUND

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COORDINATE EXACT PENETRATION LOCATION WITH CONTRACTING OFFICER

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INSTALL SILT FENCE AT THE LIMITS REQUIRED TO PERFORM WORK (TYP.)

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AutoCAD SHX Text CUT EXISTING 2" FM AND CONNECT TO NEW MANHOLE SMH-2. SEE FORCE MAIN TERMINUS DETAIL. REMOVE OLD FORCE MAIN WHERE EXCAVATION OCCURS OTHERWISE CAP AND ABANDON IN PLACE.

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SERC MH-B1

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RIM - 21.88 INV. IN 19.48 INV. OUT - 19.13

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INV. 14.8±

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APPROXIMATE LOCATION OF EXISTING SEWER AND WATER FROM 2010 DESIGN PLANS.

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(3) 6" SDR35 OUTLET PIPES INV. - 18.6 PROVIDE OUTLET FILTERS AT EACH OUTLET PIPE. (BASIS OF DESIGN PL525)

AutoCAD SHX Text PROPOSED EFFLUENT PUMP STATION 6,000 GALLON TANK (8'x21.8'±)TOP OF CONCRETE - 19.92' (3) 6" INV. IN - 18.5 BOTTOM OF CONCRETE - 12.59' RIM ELEV. - 21.0 PROVIDE 16'x19'x12" PUMP STATION SLAB WITH FENCE. SEE APPLICABLE DETAILS PUMP STATION SLAB TOC - 20.92'

AutoCAD SHX Text TANK 2 ELEVATION 14,000 GAL OUTSIDE DIM~51'X8' TOP OF CONCRETE - 20.73' 12" INV. IN - 18.9 BOTTOM OF CONCRETE - 13.4' RIM ELEVS - 22.2±PROVIDE 4" VENT WITH STAINLESS STEEL INSECT SCREEN SEE TANK DETAIL FOR INFORMATION ON HIGH WATER ALARM

AutoCAD SHX Text ADJUST FINISH GRADING TO PROVIDE AS MUCH COVER OVER GRAVITY AND PRESSURE SEWER AS PRACTICAL. PROVIDE INSULATION AS REQUIRED. SEE DETAILS.

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NEW SEWER MANHOLE (TYP.) (SEE PLAN & PROFILE SHEETS)

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PROPOSED GRAVITY SEWER (TYP.) (SEE PLAN & PROFILE SHEETS)

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PROPOSED SEWER FORCEMAIN (TYP.) (SEE PLAN & PROFILE SHEETS)

AutoCAD SHX Text PROVIDE WOOD SCREEN FENCE. 15'x18'x8' TALL. PROVIDE DOUBLE LEAF GATE, 8' WIDE. SEE DETAILS.

AutoCAD SHX Text TANK 1 14,000 GAL OUTSIDE DIM~51'X8' TOP OF CONCRETE - 21.23' 12" INV. IN - 19.4 BOTTOM OF CONCRETE - 13.9' RIM ELEVS - 22.5±PROVIDE 4" VENT WITH STAINLESS STEEL INSECT SCREEN

AutoCAD SHX Text MAINTENANCE ACCESS. PROVIDE RISERS AND COVERS. COVERS SHALL BE D.I., LOAD RATED, HINGED AND LOCKABLE. SET COVERS FLUSH WITH FINISHED GRADE. COORDINATE EXACT LOCATIONS WITH TANK SUPPLIER. (TYP.)

AutoCAD SHX Text NOTE:ALL EXISTING SEWER FLOW MUST BE TEMPORARILY PUMPED/BY-PASSED TO NEW SYSTEM WHILE SYSTEM IS RE-ROUTED SO THAT CAMPUS SEWER SERVICE IS NOT INTERRUPTED.

AutoCAD SHX Text

INV. 19.1

AutoCAD SHX Text

INV. 18.9

AutoCAD SHX Text PROVIDE GROUNDWATER DRAIN FOR ALL TANKS. INVERT AT TANKS 17.0. LOCATE DRAIN OUTLET TO MINIMIZE CLEARING. COORDINATE WITH CONTRACTING OFFICER. 4" TYPE 'C' UNDERDRAIN. SEE DETAIL.

AutoCAD SHX Text INSTALL NEMA 4X DISCONNECT ON PEDESTAL, SEE DETAIL ON ELECTRICAL SHEETS. SHARE POST WITH TANK HIGH WATER ALARM PANEL & STROBE MOUNTED 48" ABOVE FINISHED GRADE. COORDINATE EXACT LOCATION WITH CONTRACTING OFFICER.

AutoCAD SHX Text

CONNECT 4" WYE TO NEW 10" LINE, PROVIDE CLEANOUT, SEE DETAIL

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STAMP:

AutoCAD SHX Text

A/E FIRM - 140P4322F0018

AutoCAD SHX Text

PRIME/CIVIL:

AutoCAD SHX Text

HEDEFINE ENGINEERING & DESIGN, INC.

AutoCAD SHX Text

ELLSWORTH, MAINE

AutoCAD SHX Text

MEP ENGINEER:

AutoCAD SHX Text

CARPENTER ASSOCIATES

AutoCAD SHX Text

OLD TOWN, MAINE

AutoCAD SHX Text

ENVIRONMENTAL:

AutoCAD SHX Text

ATLANTIC RESOURCE CO.

AutoCAD SHX Text

BASS HARBOR, MAINE

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text 60,021

AutoCAD SHX Text

REPLACE SCHOODIC WASTEWATER

AutoCAD SHX Text

ACADIA NATIONAL PARK

AutoCAD SHX Text

ACAD187203

AutoCAD SHX Text C3

AutoCAD SHX Text 2/14/2024

AutoCAD SHX Text

INSET: DISPOSAL FIELD AREA

AutoCAD SHX Text

SCALE C

AutoCAD SHX Text C3

AutoCAD SHX Text

INSET: WWTP BUILDING AREA

AutoCAD SHX Text

SCALE C

37 3

46 47 48

51 52 53

4 26 27

29 31

32 33 34

- 1

O N

- 6

&P -2

ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

2/14/2024

AutoCAD SHX Text

UGE (SIZE AND EXACT LOCATION NOT KNOWN)

AutoCAD SHX Text

EXISTING GRADE ELEVATION (TYP.)

AutoCAD SHX Text

FINISH GRADE ELEVATION (TYP.)

AutoCAD SHX Text

EXISTING GRADE (TYP.)

AutoCAD SHX Text

SERC MH-B3

AutoCAD SHX Text

SERC MH-B4

AutoCAD SHX Text

PROPOSED 4" EFFLUENT FORCEMAIN

AutoCAD SHX Text

EXISTING STORM DRAIN (VERIFY SD INVERT)

AutoCAD SHX Text

PUMP STATION WETWELL

AutoCAD SHX Text

SEPTIC TANK #1

AutoCAD SHX Text

CONTINUOUS PITCH

AutoCAD SHX Text

INVERT IN. 19.4'

AutoCAD SHX Text PROVIDE 2" MIN. INSULATION ABOVE PIPES WHERE LESS THAN 5' OF GROUND COVER IS PROVIDED. SEE TRENCH DETAIL 5/C5 AND TRENCH PIPE INSULATION DETAIL 4/S4 (TYP.)

AutoCAD SHX Text

8" PVC INV. IN 29.84 (EX) 8" PVC INV. OUT 29.49

AutoCAD SHX Text

10" PVC INV. IN 29.14 (EX) 10" PVC INV. OUT 29.04

AutoCAD SHX Text

CONCRETE ANCHOR, SEE DETAIL

AutoCAD SHX Text S

AutoCAD SHX Text

SERC MH-B4

AutoCAD SHX Text

SERC MH-B6

AutoCAD SHX Text

SERC MH-B5

AutoCAD SHX Text

SERC MH-D2

AutoCAD SHX Text

SERC MH-D3

AutoCAD SHX Text

SERC MH-B7

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

SMH-3 REPLACE SERC MH-A1

AutoCAD SHX Text

SMH-4 NEW MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

SERC MH-B3

AutoCAD SHX Text

INV. 14.8±

AutoCAD SHX Text S

AutoCAD SHX Text

ECB RIM - 21.8 4" INV. IN - 19.48 8" INV. OUT - 19.13

AutoCAD SHX Text

SMH-2 NEW MANHOLE

AutoCAD SHX Text

SMH-5 REPLACE SERC MH-B2

AutoCAD SHX Text MINIMIZE DISTURBANCE TO EXISTING ACCESS ROAD TO GREATEST EXTENT POSSIBLE. ANY DISTURBED AREAS SHALL BE RESTORED TO EXISTING CONDITION OR BETTER.

AutoCAD SHX Text

SEE SITE PLAN FOR SEPTIC TANK AND EFFLUENT PUMP STATION NOTES

AutoCAD SHX Text

LP TANKS NOT TO BE DISTURBED

AutoCAD SHX Text

WWTP BUILDING

AutoCAD SHX Text

TRANSPORTATION BUILDING

AutoCAD SHX Text

GATE HOUSE

AutoCAD SHX Text MATCH INTO EXISTING PAVEMENT WITH BUTT JOINT PROVIDE SMOOTH TRANSITION. RESET CURBING TO MATCH EXISTING. (SEE DETAIL) ENTIRE EXISTING PAVEMENT PATCH SHALL BE REMOVED AND BE REPLACED WITH ONE NEW PAVEMENT PATCH.

AutoCAD SHX Text

SMH-1 NEW MANHOLE

AutoCAD SHX Text

UGE (SIZE AND EXACT LOCATION NOT KNOWN)

AutoCAD SHX Text

EXISTING GRADE (TYP.)

AutoCAD SHX Text

SERC MH-B5

AutoCAD SHX Text

SERC MH-B6

AutoCAD SHX Text DASHED UTILITY STRUCTURE AND UTILITY LINES INDICATE EXISTING UTILITIES THAT RUN MORE OR LESS PARALLEL TO ALIGNMENT.

AutoCAD SHX Text

PROPOSED 4" EFFLUENT FORCEMAIN

AutoCAD SHX Text

CONTINUOUS PITCH

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STAMP:

AutoCAD SHX Text

A/E FIRM - 140P4322F0018

AutoCAD SHX Text

PRIME/CIVIL:

AutoCAD SHX Text

HEDEFINE ENGINEERING & DESIGN, INC.

AutoCAD SHX Text

ELLSWORTH, MAINE

AutoCAD SHX Text

MEP ENGINEER:

AutoCAD SHX Text

CARPENTER ASSOCIATES

AutoCAD SHX Text

OLD TOWN, MAINE

AutoCAD SHX Text

ENVIRONMENTAL:

AutoCAD SHX Text

ATLANTIC RESOURCE CO.

AutoCAD SHX Text

BASS HARBOR, MAINE

AutoCAD SHX Text

FORCEMAIN PLAN & PROFILE

AutoCAD SHX Text

STA. 0+00 - STA. 7+00

AutoCAD SHX Text

AutoCAD SHX Text 60,021

AutoCAD SHX Text

REPLACE SCHOODIC WASTEWATER

AutoCAD SHX Text

ACADIA NATIONAL PARK

AutoCAD SHX Text

ACAD187203

AutoCAD SHX Text P&P1

AutoCAD SHX Text 2/14/2024

AutoCAD SHX Text

PLAN VIEW STA. 0+00 - 7+00

AutoCAD SHX Text

PROFILE VIEW STA. 0+00 - 3+49 SCALE: H:1" = 30' V: 1" = 3'

AutoCAD SHX Text

PROFILE VIEW STA. 3+49 - 7+00 SCALE: H:1" = 30' V: 1" = 3'

AutoCAD SHX Text

SCALE B

AutoCAD SHX Text

DATUM ELEV 30.0

50…

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File details come from the government source that posted it. Updated Aug 27, 2024.