B08_Attachment_01_HARDEN_FARM_SEWER_CD_DRAWINGS.pdf

PDF 6 MB Posted May 28, 2025

Attached to: ACAD 255256 - Replace Harden Farm Sewer Federal contract opportunity
Solicitation number: 140P2025R0044
Issued by: Department of the Interior National Park Service National Office

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Written by GovTribe AI · May 28, 2025

These are comprehensive construction design drawings for the Harden Farm Sewer Replacement project at Acadia National Park, prepared as 100% Construction Documents (CD) for the National Park Service. The 18-page set includes detailed site plans, profiles, electrical plans, and technical details for replacing the existing sewage system, with specific focus on:

The project involves installing a new sewer pump station, force main, and gravity sewer lines connecting the Harden Farm housing area to municipal facilities. Key technical components include a proposed sewer pump station with associated infrastructure, electrical systems, site grading, demolition of existing infrastructure, erosion control measures, and utility relocations. The drawings provide precise engineering specifications for site layout, pipe routing, electrical connections, fencing, gate details, and construction methods, with annotations indicating the project is set for full construction implementation within Acadia National Park's boundaries, specifically around the Harden Farm housing area.

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Other files for this federal contract opportunity

Other files attached to ACAD 255256 - Replace Harden Farm Sewer, newest first.
File	Type	Posted
B09_A0006_Att_Solicitation_Q-and-A_as_of_7-31-25_0006.pdf	PDF	Jul 31, 2025
Sol_140P2025R0044_Amd_0006.pdf	PDF	Jul 31, 2025
B09_A0006_Att_33_32_00_Wastewater_Utility_Pumping_Stations_REV_1_0006.pdf	PDF	Jul 31, 2025
Sol_140P2025R0044_Amd_0005.pdf	PDF	Jul 29, 2025
B08_140P2025R0044_ACAD_255256_AM_004_0004.pdf	PDF	Jul 23, 2025
ACAD_255256_Solicitation_QandA_AM_004_0004.pdf	PDF	Jul 23, 2025
Sol_140P2025R0044_Amd_0004.pdf	PDF	Jul 23, 2025
Sol_140P2025R0044_Amd_0003.pdf	PDF	Jul 15, 2025
Sewer_sign_in_sheet_0003.pdf	PDF	Jul 15, 2025
Sol_140P2025R0044_Amd_0002.pdf	PDF	Jul 14, 2025
Sol_140P2025R0044_Amd_0001.pdf	PDF	Jun 23, 2025
B08_Attachment_02_HARDEN_FARM_SEWER_CD_SPECS.pdf	PDF	May 28, 2025
Sol_140P2025R0044.pdf	PDF	May 28, 2025
B08_140P2025R0044_ACAD_255256.pdf	PDF	May 28, 2025
B08_Attachment_03_ME20250021.pdf	PDF	May 28, 2025
B08_Attachment_04_Proposal_Submission_Package_ACAD.docx	DOCX document	May 28, 2025

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ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

12/23 /2024

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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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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 & NOTES INDEX, LEGENDS & NOTES OVERALL SITE PLAN DEMOLITION PLAN SITE PLAN FORCEMAIN PLAN & PROFILE FORCEMAIN PLAN & PROFILE FORCEMAIN PLAN & PROFILE FORCEMAIN PLAN & PROFILE DETAILS DETAILS DETAILS DETAILS SITE ELECTRICAL DEMOLITION PLAN OVERALL SITE ELECTRICAL PLAN SITE ELECTRICAL PLAN SITE ELECTRICAL DETAILS ELECTRICAL POWER PLAN, SCHEDULE, AND DIAGRAM

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

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SUB SUB SHEET SHEET C0 C1 C2 C3 PP1 PP2 PP3 PP4 C4 C5 C6 C7 E1 E2 E3 E4 E5

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STATE

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REGION

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COUNTY

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NAME OF PARK

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TITLE OF DRAWING

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REPLACE HARDEN FARM SEWAGE

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HARDEN FARM HOUSING

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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 255256

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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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ACADIA NATIONAL PARK

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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QUALITY DESIGN CERTIFICATION

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ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

12/23 /2024

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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. ALL GRADING SHALL BE COORDINATED WITH ADJACENT IMPROVEMENTS ASSOCIATED WITH THE HARDEN FARM HOUSING PROJECT (ACAD 309000). ANY DISCREPANCIES NOTED IN PROPOSED DESIGNS OR BETWEEN THE TWO PROJECTS SHALL BE REPORTED IMMEDIATELY TO CONTRACTING OFFICER. 2. PROPOSED GRADES TO BLEND SMOOTHLY INTO EXISTING GRADES. 3. CONTRACTOR TO STOCKPILE FOR REUSE ANY MATERIALS EXCAVATED. EXISTING SUITABLE MATERIALS TO BE REUSED WHERE EXCAVATED FROM TRENCH. 4. ALL SLOPES STEEPER THAN 3:1 SHALL RECEIVE EROSION CONTROL BLANKET. ALL SLOPES STEEPER THAN 3:1 SHALL RECEIVE EROSION CONTROL BLANKET. 5. 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. 6. 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. 7. 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. 8. 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 IS NOT INTERRUPTED FOR MORE THAN 4 DEMOLITION SHALL BE SEQUENCED SUCH THAT SEWER SERVICE 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 PUMP STATION AND FORCE MAIN. 3. INTERCEPT EXISTING FLOWS AND BYPASS TO NEW SYSTEM. 5. CONNECT NEW COLLECTION SYSTEM. 6. DEMOLISH OLD TREATMENT SYSTEM 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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REPLACE HARDEN FARM SEWAGE WITH

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CONNECTION TO MUNICIPAL FACILITIES

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ACADIA NATIONAL PARK

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ACAD 255256

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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 SHALL BE APPLIED BY THE CONTRACTOR. 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 WILL NOT BE PROVIDED BY GOVERNMENT. SEED SHALL BE AS PROVIDED IN THE SPECIFICATIONS, SEED WILL NOT BE PROVIDED BY GOVERNMENT.

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 GENERAL DEMOLITION AND REMOVALS REQUIRED FOR PUMP STATION INSTALLATION, FOUNDATION BEGIN GENERAL DEMOLITION AND REMOVALS REQUIRED FOR PUMP STATION INSTALLATION, FOUNDATION INSTALLATION AND FORCEMAIN INSTALLATION. BEGIN 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, WETWELL AND PUMP STATION CONSTRUCTION. COMPLETE UTILITY, WETWELL AND PUMP STATION CONSTRUCTION. 6. COMPLETE PUMP STATION SLAB CONSTRUCTION, SETTING OF ENCLOSURE AND EXTERIOR SLAB CONSTRUCTION. COMPLETE PUMP STATION SLAB CONSTRUCTION, SETTING OF ENCLOSURE AND EXTERIOR SLAB CONSTRUCTION. 7. 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. 8. COMPLETE UNFINISHED CONSTRUCTION, INCLUDING DEMOLITION OF ON-SITE SEPTIC TREATMENT SYSTEM. (SEE COMPLETE UNFINISHED CONSTRUCTION, INCLUDING DEMOLITION OF ON-SITE SEPTIC TREATMENT SYSTEM. (SEE DEMOLITION AND REMOVAL NOTES). 9. 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, LATEST EDITION & 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 EXISTING CONDITIONS OBTAINED FROM PLANS PROVIDED BY PLISGA & DAY LAND SURVEYORS. DIGITAL FILE RECEIVED FROM PLISGA & DAY ON OCTOBER 17, 2023 NAMED: "23067_PHASE II TO HEDEFINE.dwg" SOME EXISTING UTILITY INFORMATION WAS UPDATED BASED ON HISTORICAL PLANS AND SITE OBSERVATIONS. - 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 HARDEN FARM CAMPUS HAS EXISTING HOUSING AND ADJACENT CONSTRUCTION ACTIVITIES WILL BE THE HARDEN FARM CAMPUS HAS EXISTING HOUSING AND ADJACENT CONSTRUCTION ACTIVITIES WILL BE PERFORMED CONCURRENTLY. 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. 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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WATER LINE MARKED BY CENTERLINE IN 2023

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E OF MAINE

No. 11164

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WATT

12/23 /2024

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PARK LOOP ROAD

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KEBO STREET

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KEBO STREET

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GREAT MEADOW ROAD

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GREAT MEADOW ROAD

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PROPOSED DEVELOPMENT AT HARDEN FARM HOUSING (ACAD 309000)

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EXISTING HARDEN FARM HOUSING

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PROPOSED DEVELOPMENT AT GREAT MEADOW STREAM CROSSING (ACAD 251732)

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PROPOSED 4" SEWER FORCE MAIN LINE

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KEBO GOLF COURSE

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GATE AT ACADIA NATIONAL PARK PROPERTY BOUNDARY

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CONNECT PROPOSED SEWER FORCEMAIN INTO EXISTING GRAVITY SEWER MANHOLE STA. 47+75

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PROPOSED SEWER PUMP STATION AND ENCLOSURE

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SEE 1/C2 "DEMOLITION PLAN"

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SEE 1/C3 "SITE PLAN"

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PARK LOOP ROAD

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EXISTING 6" SEWER FORCEMAIN RUNS PARALLEL TO PROPOSED FORCEMAIN

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AutoCAD SHX Text PROPOSED ELECTRICAL CONDUIT INSTALLED IN SAME TRENCH AS PROPOSED FORECMAIN (NOT SHOWN FOR CLARITY. SEE E SHEETS.

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OVERALL SITE PLAN

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SHEET

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A/E FIRM - 140P4323F0027

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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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HARDEN FARM SEWER REPLACEMENT

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ACADIA NATIONAL PARK

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ACAD255256

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AutoCAD SHX Text SOME LINEWORK, INCLUDING ONGOING OR PROPOSED PROJECTS (AS NOTED ON PLAN) HAS NOT BEEN CONSTRUCTED AS OF THE RELEASE DATE OF THESE DRAWINGS. CONTRACTOR TO COORDINATE WITH GOVERNMENT AND ANY ONGOING WORK TO VERIFY FINAL DESIGN OR LOCATION OF ADJACENT WORK. - EXISTING CONDITIONS OBTAINED FROM PLANS PROVIDED BY PLISGA & DAY LAND EXISTING CONDITIONS OBTAINED FROM PLANS PROVIDED BY PLISGA & DAY LAND SURVEYORS AND VHB. PLANS RECEIVED FROM PLISGA & DAY LAND SURVEYORS APRIL 18, 2023 TITLED: "23067_Phase II to Hedefine", REVISED SEPTEMBER 3 2024. - PLANS RECEIVED FROM VHB DECEMBER 15, 2023 NAMED: "C3-Great Meadow PLANS RECEIVED FROM VHB DECEMBER 15, 2023 NAMED: "C3-Great Meadow Culvert.dwg" INCLUDE PROPOSED LINEWORK FOR ACAD TO 140P4323F0023 "PROPOSED DEVELOPMENT AT GREAT MEADOW STREAM CROSSING. - PLANS RECEIVED FROM VHB FEBRUARY 13 2024 NAMED: PLANS RECEIVED FROM VHB FEBRUARY 13 2024 NAMED: "ACAD-XC-SITE-Model.dwg" INCLUDE PROPOSED LINEWORK FOR ACAD TO 140P2023F0317 "PROPOSED DEVELOPMENT AT HARDEN FARM HOUSING", PLAN UPDATED APRIL 26, 2024. - SOME HISTORICAL SEWER FEATURES WERE DIGITIZED FROM AS BUILT PLANS SOME HISTORICAL SEWER FEATURES WERE DIGITIZED FROM AS BUILT PLANS FROM THE HARDEN FARM RESIDENTIAL AREA PROJECT, AS BUILT DRAWINGS DATED OCTOBER 1963. - BORINGS TAKEN AUGUST 22, 2023 BY NEW ENGLAND BORING CONTRACTORS. BORINGS TAKEN AUGUST 22, 2023 BY NEW ENGLAND BORING CONTRACTORS. - EXISTING FORCEMAIN LOCATION TAKEN FROM PLAN ENTITLED "SDM SITE EXISTING FORCEMAIN LOCATION TAKEN FROM PLAN ENTITLED "SDM SITE ASBUILT.dwg" FROM HEDEFINE ENGINEERING & DESIGN. PLAN DATED SEPTEMBER 17. 2015 - SOME NATURAL RESOURCES, INCLUDING BUT NOT LIMITED TO, WETLANDS, SOME NATURAL RESOURCES, INCLUDING BUT NOT LIMITED TO, WETLANDS, VERNAL POOLS, AND WETLANDS OF SPECIAL SIGNIFICANCE ARE NOT SHOWN ON THIS SHEET FOR CLARITY. SEE PLAN AND PROFILE SHEETS FOR MORE DETAILS. - 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.

GENERAL SITE PLAN NOTES

W 2 W2

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No. 11164

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WATT

12/23 /2024

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AutoCAD SHX Text ASSOCIATED MANHOLES, STRUCTURES AND PIPING TO BE REMOVED AND DISPOSED OF IN A LEGAL MANNER.

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CONTRACTOR TO VERIFY EXTENTS OF EXISTING DRIP HOSE SYSTEM AND REMOVE.

AutoCAD SHX Text DISTURBED AREAS SUBJECT TO MINOR REGRADING. CONFIRM LIMITS WITH CONTRACTING OFFICER PRIOR TO INITIATING WORK.

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REMOVE APPROXIMATELY 143' OF ELECTRICAL CONDUIT SERVICING EXISTING SEPTITECH.

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LIMITS OF CONSTRUCTION

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ALL AREAS OF DISTURBED MATERIAL SUBJECT TO REGRADING AND REPLACEMENT.

AutoCAD SHX Text APPROXIMATE LIMITS OF DRIP HOSE AREA. SEE DEMOLITION NOTES FOR DETAILS OF REMOVALS AND RESTORATION.

AutoCAD SHX Text REMOVE SEWER LINE FROM CAPPED END TOWARD THE TREATMENT SYSTEM. COORDINATE WITH ADJACENT HOUSING PROJECT.

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PROTECT EXISTING BUILDING AS NECESSARY DURING DEMOLITION.

AutoCAD SHX Text REMOVE ELECTRICAL EQUIPMENT FOR CONTROLLER AND UV DISINFECTION LOCATED INSIDE UTILITY ROOM.

AutoCAD SHX Text REMOVE TREES AND VEGETATION. COORDINATE ALL TREE REMOVALS WITH CONTRACTING OFFICER.

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GATE TO BE REMOVED IN SCOPE OF HARDEN FARM HOUSING (ACAD 309000)

AutoCAD SHX Text SEPTITECH MODEL M1500H, 1500 GAL. SEPTIC TANK TO BE PUMPED AND FILLED. TANKS CONTENT TO BE DISPOSED OF IN A LEGAL MANNER

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REMOVE AND RETURN GATE TO ACADIA NPS MAINTENANCE STAFF

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CUT AND REMOVE PAVEMENT TO ACCOMODATE NEW UDERGROUND ELECTRICAL. SEE E SHEETS.

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DEMOLITION PLAN @ EXISTING HOUSING & PROPOSED PUMP STATION

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SHEET

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STAMP:

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A/E FIRM - 140P4323F0027

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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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DEMOLITION PLAN

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HARDEN FARM SEWER REPLACEMENT

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ACADIA NATIONAL PARK

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ACAD255256

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DEMOLITION LEGEND

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LIMITS OF DRIP HOSE AREA TO BE RESTORED

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LIMIT OF CONSTRUCTION

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DEMOLITION NOTES

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1. EXISTING SEPTIC SYSTEM TO BE DEMOLISHED INCLUDING PUMPING OUT AND EXISTING SEPTIC SYSTEM TO BE DEMOLISHED INCLUDING PUMPING OUT AND FILLING EXISTING SEPTIC TANKS AND VAULTS WITH FLOWABLE FILL; DECOMMISSIONING, CUTTING AND CAPPING OF SEWER AND ELECTRICAL UTILITIES; REMOVAL AND DISPOSAL OF ALL EXISTING SANITARY SEWER TREATMENT SYSTEM, ASSOCIATED EQUIPMENT AND APPURTENANCES. 2. DRIP HOSE AREA TO HAVE ALL HOSES REMOVED. SPREAD MULCH EVENLY DRIP HOSE AREA TO HAVE ALL HOSES REMOVED. SPREAD MULCH EVENLY OVER AREA AND APPLY MINIMUM 6" NEW MULCH. 3. DEMOLITION PLAN DOES NOT PURPORT TO SHOW ALL DEMOLITION AND DEMOLITION PLAN DOES NOT PURPORT TO SHOW ALL DEMOLITION AND REMOVALS REQUIRED TO FACILITATE NEW PROJECT. CONTRACTOR RESPONSIBLE FOR REVIEW OF CONTRACT DOCUMENTS AND EXISTING SITE CONDITIONS TO IDENTIFY DEMOLITION REQUIRED TO ACCOMMODATE NEW CONSTRUCTION AND REMOVE PORTIONS OF THE EXISTING SYSTEM WHICH IS BEING DECOMMISSIONED AS SHOWN ON PLANS AND AS NOTED IN SPECIFICATIONS. 4. CONTRACTOR TO COORDINATE ALL DEMOLITION WITH CONTRACTING OFFICER IN CONTRACTOR TO COORDINATE ALL DEMOLITION WITH CONTRACTING OFFICER IN FIELD. 5. CONTRACTOR RESPONSIBLE FOR DISPOSING OF ALL DEMOLITION DEBRIS IN A CONTRACTOR RESPONSIBLE FOR DISPOSING OF ALL DEMOLITION DEBRIS IN A LEGAL MANNER. 6. ALL PROPOSED DEMOLITION WORK MUST BE COORDINATED WITH THE HARDEN ALL PROPOSED DEMOLITION WORK MUST BE COORDINATED WITH THE HARDEN FARM HOUSING (ACAD 309000).

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LIMITS OF VEGETATION & TREE REMOVAL

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LIMITS OF HARDSCAPE AREA TO BE REMOVED

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HATCH LEGEND

- WETLANDSWETLANDS

HATCH LEGEND

ALINAST

E OF MAINE

No. 11164

PROFESSIONAL ENGIN

LICENSED

WATT

12/23/2024

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EXISTING 18" CORRUGATED PLASTIC INV, IN - 102.2' INV. OUT - 101.56'OUT - 101.56'

AutoCAD SHX Text PROPOSED NEW 8" WATER LINE TO CONNECT TO EXISTING WATER LINE INCLUDED IN SCOPE OF HARDEN FARM HOUSING (ACAD 309000)

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PROPOSED NEW 4" SEWER FORCEMAIN (TYP.) (SEE PLAN AND PROFILE SHEETS)

AutoCAD SHX Text APPROXIMATE LOCATION FOR TRANSFORMER VAULT. SEE ELECTRICAL PLAN FOR DETAILS AND UGE. COORDINATE BOLLARD PLACEMENT WITH UTILITY COMPANY PRIOR TO SETTING VAULT AND FENCE.

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GRAVE HEADSTONE (TYP.)

AutoCAD SHX Text PROVIDE 4" TYPE 'B' GROUNDWATER UNDERDRAIN FOR SEWER WETWELL. CONNECT TO STORMDRAIN SYSTEM IN ADJACENT HARDEN FARM HOUSING PROJECT (ACAD 309000). APPROXIMATE INVERT 103.45. COORDINATE WITH CONTRACTING OFFICER.

AutoCAD SHX Text CONCRETE PAD FOR 150 GALLON, DOUBLE WALL DIESEL TANK AND 100# LP TANK. SEE SPECIFICATIONS. ENSURE LOCATION COMPLIES WITH NFPA 58 DISTANCE REQUIREMENTS.

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AutoCAD SHX Text ADJACENT IMPROVEMENTS INCLUDING SEWER NETWORK INCLUDED IN SCOPE OF HARDEN FARM HOUSING (ACAD 309000).

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NO PARKING

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TRASH ENCLOSURE

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SEWER PUMP STATION

AutoCAD SHX Text 8' TALL CEDAR FENCE (SEE DETAIL 1/C6) PROVIDE 6" CRUSHED STONE BETWEEN ENCLOSURE AND FENCE, WITH SEPARATION FABRIC BELOW STONE.

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SILT FENCE (TYP.) (SEE DETAIL 2/C4)

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FFE: 106.15

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AutoCAD SHX Text PROVIDE 4" TYPE 'B' GROUNDWATER UNDERDRAIN FOR TRANSFORMER VAULT. CONNECT TO STORMDRAIN SYSTEM IN ADJACENT HARDEN FARM HOUSING PROJECT (ACAD 309000). APPROXIMATE INVERT 103.6. COORDINATE WITH CONTRACTING OFFICER

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UNDERDRAIN HIGH POINT 104.0

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CONSTRUCTION ENTRANCE. (SEE DETAIL 1/C4)

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SEE DETAIL 3/C6 FOR CONCRETE SLAB DIMENSIONS

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PROPOSED SEWER PUMP STATION (SEE DETAIL 8/C4 & SPECIFICATIONS)

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LIMIT OF WORK (TYP.)

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BORING B-18 REFUSAL = 91.4' SEE NOTE 1.

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BOLLARDS (TYP.). SEE E SHEETS FOR DETAILS.

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6' CEDAR FENCE. SEE DETAIL 1/C6.

AutoCAD SHX Text COORDINATE WITH HARDEN FARM HOUSING CONTRACTOR TO LOCATE SEWER STUB, EXTEND TO WETWELL.

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SITE PLAN

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SCALE C

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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 - 140P4323F0027

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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 PLAN

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HARDEN FARM SEWER REPLACEMENT

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ACADIA NATIONAL PARK

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ACAD255256

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CONCRETE

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EDGE OF PAVEMENT

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PROPERTY LINE

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%%ULEGEND

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PROPOSED

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EXISTING

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ELEV. CONTOURS

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WATER

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SEWER

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OVERHEAD UTILITY

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UNDERDRAIN

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CURB

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UNDERGROUND UTILITY

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SILT FENCE

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(OR MULCH BERM)

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TREE OR TREELINE

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UTILITY POLE

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FIRE HYDRANT

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SEWER MANHOLE

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GATE VALVE

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NOTES: 1. BORING NEAR PROPOSED LOCATION OF PUMP STATION WET WELL PERFORMED BORING NEAR PROPOSED LOCATION OF PUMP STATION WET WELL PERFORMED BY S.W. COLE IN SCOPE OF HARDEN FARM HOUSING (ACAD 309000). GEOTECH REPORT AVAILABLE UPON REQUEST.

VAN

E OF MAINE

No. 11164

PROFESSIONAL ENGIN

LICENSED

WATT

12/23 /2024

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EXISTING GRADE (TYP.)

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CONTINUOUS PITCH

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PUMP STATION WET WELL

AutoCAD SHX Text PROVIDE 4" EXTRUDED POLYSTYRENE INSULATION AROUND FORCEMAIN ON ANY SIDE WHERE LESS THAN 5' OF COVER

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3' CLEANOUT MANHOLESTA. 9+38±(SEE DETAIL 7/C5)

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4' AIR/VACUUMVALVE MANHOLE STA. 9+44±(SEE DETAIL 1/C5)

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18" CORRUGATED PLASTIC PIPE INV. IN - 102.1

AutoCAD SHX Text PROVIDE 4" MIN. INSULATION ABOVE PIPES WHERE BETWEEN 5' AND 3' OF GROUND COVER IS PROVIDED. MINIMUM COVER OVER SEWER FORCEMAIN SHALL BE 3'.

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PROPOSED ROUTE OF 4" FORCEMAIN

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CONCRETE ANCHOR. (SEE DETAIL 10/C5)

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PROPOSED 8" WATER LINE APPROX. INVERT - 99

AutoCAD SHX Text EXISTING CATCH BASIN STA. 4+96 ±RIM - 107.5 10" CLAY PIPE INV. - 105.7 6" CLAY PIPE INV. - 105.8 INV. SUMP - 105.8SUMP - 105.8

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EXISTING 6" CLAY PIPE INV. - 105.8

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PROPOSED DEVELOPMENT AT HARDEN FARM HOUSING (ACAD 309000)

AutoCAD SHX Text CLEANOUT WITH GATE VALVE AND AIR/VACUUM VALVE IN SEPARATE MANHOLES. GATE VALVE LOCATED OUTSIDE MANHOLE. STA 9+38± & 9+44± (HIGH POINT)PROVIDE UNDERDRAIN TO DAYLIGHT

AutoCAD SHX Text REMOVE AND REINSTALL SIGNS ALONG PATH OF PROPOSED FORCEMAIN (TYPICAL OF 8 LOCATIONS)

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NEW GATE INSTALLED AT 5+20±(SEE DETAIL 1/C7)

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EXISTING EDGE OF PAVEMENT

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EXISTING TRAIL (TYP.)

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EXISTING TRAIL (TYP.)

AutoCAD SHX Text EXISTING CATCH BASIN. CAREFULLY COORDINATE FORCEMAIN INSTALLATION WITH CATCH BASIN LOCATION. PROVIDE INLET PROTECTION PRIOR TO DISTURBING ADJACENT GROUND. ADJUST PATH OF FORCEMAIN AS NEEDED AND PROVIDE INSULATION BETWEEN FORCEMAIN AND CATCH BASIN.

AutoCAD SHX Text CUT AND PATCH PAVEMENT WHERE FORCEMAIN CROSSES ROAD. PROVIDE BUTT JOINT, SEE DETAIL 6/C4

AutoCAD SHX Text INTENT IS TO PLACE FM SUFFICIENTLY OFF THE SIDE OF THE EXISTING PAVEMENT SO THAT PAVEMENT REPLACEMENT IS NOT REQUIRED. IF CONTRACTOR NEEDS TO IMPACT PAVEMENT ALONG THE FM PATHWAY IT SHALL BE REPLACED IN KIND. PAVEMENT REPLACEMENT SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE. (TYP.)

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SEE SHEET P&P-2

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PARK LOOP ROAD

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KEBO STREET

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AutoCAD SHX Text ADJACENT IMPROVEMENTS INCLUDING SEWER NETWORK INCLUDED IN SCOPE OF HARDEN FARM HOUSING (ACAD 309000)

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EXISTING 18" CORRUGATED PLASTIC INV, IN - 102.2' INV. OUT - 101.56'OUT - 101.56'

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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 - 140P4323F0027

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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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FORCEMAIN PLAN & PROFILE

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STA 0+00 - STA. 12+00

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HARDEN FARM SEWER REPLACEMENT

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ACADIA NATIONAL PARK

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ACAD255256

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HATCH LEGEND

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- MAINE VERNAL POOL INDICATOR SPECIES BREEDING AREA (IBA)MAINE VERNAL POOL INDICATOR SPECIES BREEDING AREA (IBA)

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PLAN VIEW STA. 00+00 - 12+00

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SCALE B

PROFILE VIEW STA. 00+00 - 12+00 SCALE: H:1" = 20' V: 1" = 2'

E OF MAINE

No. 11164

PROFESSIONAL ENGIN

LICENSED

WATT

12/23 /2024

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EXISTING GRADE (TYP.)

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PROPOSED ROUTE OF 4" FORCEMAIN

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EXISTING 15" CONCRETE INV. IN - 72.1 IN - 72.1 INV. OUT - 71.6OUT - 71.6

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