Attachment 2 - ACAD 161676 - Rehabilitate Eagle Lake Carriage Rd - Final Drawings_Signed 06-16-20.pdf

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Attached to
ACAD 161676 - Rehabilitate Eagle Lake Carriage Roa
Solicitation number
140P2020R0038
Issued by

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Written by GovTribe AI ·

This file attachment and associated federal contract opportunity are for the rehabilitation of Eagle Lake Carriage Road in Acadia National Park. The solicitation number is 140P2020R0038 and seeks to rehabilitate Eagle Lake Carriage Road located within Acadia National Park, which is overseen by the Department of the Interior's National Park Service National Office. Bids are due by June 16, 2020 to complete repairs and improvements to the road surface, drainage structures, and retaining walls along the 3.25 mile carriage road corridor to restore it to the character defined by the park's General Management Plan.

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Other files

File Type Posted
Q and A_0003.pdf PDF
ACAD 161676_Prebid Slide Deck_0003.pdf PDF
Sheet C3 07-14-2020_0003.pdf PDF
ACAD 161676 _Revised Final Contract Documents Specifications - 2020-07-07_0003.pdf PDF
Sol_140P2020R0038_Amd_0003.pdf PDF
Sol_140P2020R0038_Amd_0001.pdf PDF
B08_140P2020R0038_Amendment 001_0001.pdf PDF
Attachment 6_Proposal Submission Package.docx DOCX document
Attachment 4 - ACAD 161676 - Material Submittal List - Rev 100 Prcnt Complete CD.pdf PDF
Attachment 3 - ACAD 161676 - Closeout Requirements Rev 100 Prcnt Complete CD.pdf PDF
Attachment 1 - ACAD 161676 - Rehabilitate Eagle Lake Carriage Rd - Final Specifications - 2020-06-15.pdf PDF
Sol_140P2020R0038.pdf PDF
140P2020R0038_Solicitation.pdf PDF
Attachment 5_DOL Wage Determination.pdf PDF
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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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TO

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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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YARMOUTH

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NOVA SCOTIA

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FERRY TO

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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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TO

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& WEST GOULDSBORO

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TO

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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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BASIC DATA:

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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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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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EAGLE LAKE CARRIAGE ROAD

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HANCOCK

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MAINE

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DRAWING NO.

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

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REHAB EAGLE LAKE CARRIAGE ROAD

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PMIS# 161676

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PMIS/PKG NO.

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SHEET

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OF

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CONSTRUCTION DRAWINGS

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QUALITY DESIGN CERTIFICATION

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OR

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OR

AutoCAD SHX Text Development (Title I)

AutoCAD SHX Text Prepared in Accordance with Design

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AutoCAD SHX Text Construction Drawing Not Preceded

AutoCAD SHX Text Approved by Superintendent on

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REVISION

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PROJECT LOCATION

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NORTHEAST

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ACADIA NATIONAL PARK

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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OF

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TITLE OF SHEET

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LOCATION MAP

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ECF

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BJM

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TSB

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ACADIA NATIONAL PARK

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EAGLE LAKE CARRIAGE ROAD

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AutoCAD SHX Text \\VHB\GBL\PROJ\SPORTLAND\33944.86 ACAD_EAGLE_LK_DDCD\CAD\ST\ACAD\161676\DRAWINGS\GEN\C2-LOC-MAP.DWG

AutoCAD SHX Text Donovan, Patrick

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NOT TO SCALE

TOP OF EXISTING FOUNDATION STONE COURSE

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EDGE OF CARRIAGE ROAD

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COMPACTED BACKFILL MATERIAL

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VARIES (1'-6" MIN., 4'-6" MAX.)

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6" UNDERDRAIN PIPE WITH PERFORATIONS DOWN

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%%UUNDERDRAIN DETAIL

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NOT TO SCALE

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ROAD SURFACE

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%%UEROSION CONTROL DETAIL

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NOT TO SCALE

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%%UPLAN

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%%USECTION

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%%USECTION

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%%UELEVATION

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WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER

AutoCAD SHX Text 2"x2"x3' LONG STAKES OR REBAR EACH BALE (2 STAKES PER BALE)

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WORK AREA

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BALED HAY OR STRAW

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BALES BUTTED TOGETHER

AutoCAD SHX Text 1"x2" WOOD STAKE (MIN. LENGTH 3'-6")LENGTH 3'-6")

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SELF-SUPPORTING SILT FENCE FABRIC OR FILTER FABRIC ATTACHED TO WIRE FENCE

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FLOW

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FINISH GRADE

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RECOMPACTED BACKFILL

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EXTEND 6" OF FABRIC BELOW GRADE

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EXISTING GRADE

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DIRECTION OF BINDING WIRE OR TWINE

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BURY TO A DEPTH OF 4"

AutoCAD SHX Text HAY BALES SHALL BE LOCATED, MAINTAINED AND/OR REPLACED AS REQUIRED OR AS DIRECTED BY THE CONTRACTING OFFICER.

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NOTE

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WORK AREA

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COMPACTED BACKFILL

AutoCAD SHX Text 42" HIGH WIRE FENCE BACKING FOR STANDARD FILTER FABRIC 14 GA. MIN. 6"x6" MAX. MESH SPACING

AutoCAD SHX Text SYNTHETIC FILTER FABRIC SHALL HAVE A PREVIOUS SHEET OF PROPYLENE, NYLON, POLYESTER, OR ETHYLENE FILAMENTS

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6" MIN.

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WIRE FABRIC TO EXTEND 6" INTO TRENCH

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FINISH GRADE

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%%USILT FENCE DETAIL

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NOT TO SCALE

AutoCAD SHX Text 5-8-2020

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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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OF

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TITLE OF SHEET

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TYPICAL DETAILS (2 OF 2)

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EAGLE LAKE

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CARRIAGE ROAD

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ECF

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BJM

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TSB

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ACADIA NATIONAL PARK

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AutoCAD SHX Text \\VHB\GBL\PROJ\SPORTLAND\33944.86 ACAD_EAGLE_LK_DDCD\CAD\ST\ACAD\161676\DRAWINGS\GEN\C5-TRAIL.DWG

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September 30, 2019

%%ULEGEND

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CARRIAGE ROAD

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MOTOR ROAD

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CARRIAGE ROAD INTERSECTION NUMBER

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DETOUR INFORMATION SIGN

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WARNING

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CARRIAGE ROAD SECTION

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BETWEEN INTERSECTION #8

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AND INTERSECTION #9

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%%UNOTE:

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AutoCAD SHX Text SIGNS NUMBERED PER MUTCD 2004 EDITION OF STANDARD HIGHWAY SIGNS (SHS) (WITH 2012 SUPPLEMENT). SIGNS MAY BE SUPPLIED AT SMALLEST LISTED SCALE IN SHS OR 3/4 SMALLEST SCALE, AT THE CONTRACTOR'S OPTION.

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SIGN

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CLOSED FOR CONSTRUCTION

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SIGN

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%%UNOTE:

AutoCAD SHX Text 3-INCH LETTERS, 2-INCH SPACING BETWEEN LINES, WITH SPACE TO MOUNT 11x17 GRAPHIC FURNISHED BY THE GOVERNMENT DIGITALLY FOR PRINTING BY CONTRACTOR ON WEATHER PROOF MATERIAL, ORIENTED VERTICALLY. BLACK LETTERS ON ORANGE BACKGROUND MOUNTED ON POST.

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TRUCKS

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ENTERING

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%%UNOTE:

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BLACK LETTERS ON ORANGE DIAMOND BACKGROUND MOUNTED ON POST OR TRIPOD

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MAINTENANCE OF TRAFFIC NOTES:

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1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DEVELOP AND SUBMIT FOR APPROVAL A PROPOSED SEQUENCE OF CONSTRUCTION AND TRAFFIC CONTROL PLAN. ONLY ONE CARRIAGE ROAD SEGMENT MAY BE CLOSED FOR CONSTRUCTION AT A TIME. 2. MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE WORK ZONE TRAFFIC CONTROL REQUIREMENTS OF THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. 3. ALL CONSTRUCTION SIGNING AND TRAFFIC CONTROL MEASURES REQUIRED ALL CONSTRUCTION SIGNING AND TRAFFIC CONTROL MEASURES REQUIRED SHALL BE IN PLACE PRIOR TO THE START OF WORK. 4. SIGNAGE SHOWN IS FOR CLOSURE OF CARRIAGE ROAD SEGMENT 8-9. SIGNAGE FOR CLOSURE OF OTHER SEGMENTS SHALL BE SIMILAR.

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CADILLAC

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MOUNTAIN

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SARGENT

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MOUNTAIN

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SCALE IN FEET

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PLAN

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* R11-2 ROAD CLOSED * R5-6 NO BICYCLES * R9-3A NO PEDESTRIANS MOUNTED TO TYPE III BARRICADES PROVIDED BY CONTRACTOR

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* R11-2 ROAD CLOSED * R5-6 NO BICYCLES * R9-3A NO PEDESTRIANS MOUNTED TO TYPE III BARRICADES PROVIDED BY CONTRACTOR

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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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OF

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TITLE OF SHEET

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MAINTENANCE OF TRAFFIC

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EAGLE LAKE

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CARRIAGE ROAD

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GME

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BJM

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TSB

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ACADIA NATIONAL PARK

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STREAM

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10/14/19 16:59 BMASSE R22 \\VHB\GBL\PROJ\SPORTLAND\33944.86 ACAD_EAGLE_LK_DDCD\CAD\ST\ACAD\161676\DRAWINGS\GEN\C6-TRAFFIC.DWG XREFS: ..\BASES\DATE.DWG;

CARRIAGE

ROAD

SEGMENT

CULVERT

NUMBER

APPROX.

STATION AT

BASELINE

SHEET

NUMBER REHABILITATION SUMMARY

EXISTING CULVERT

SIZE & TYPE

PROPOSED CULVERT

SIZE & TYPE

LENGTH

(FT) LOCATION HEADWALL TYPE

INVERT

ELEVATIONS

CARRIAGE

ROAD

SEGMENT

CULVERT

NUMBER

APPROX.

STATION AT

BASELINE

SHEET

NUMBER REHABILITATION SUMMARY

EXISTING CULVERT

SIZE & TYPE

PROPOSED CULVERT

SIZE & TYPE

LENGTH

(FT) LOCATION HEADWALL TYPE

INVERT

ELEVATIONS

6-7 0.0748 5+59 C11

REPLACE EXIST. 18" CULVERT WITH 72"

x 36" OPEN-BOTTOM PRECAST

CONCRETE BOX CULVERT,

REMOVE & RESET 4 COPING STONES AT

INLET AND 4 AT OUTLET

18" RCP 72" x 36"

STONE BOX CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 274.237

INLET DRY-LAID STONE

MASONRY HEADWALL 274.276

6-7 0.2956 17+25 C12 REPLACE CULVERT,

REGRADE 5'± AT OUTLET 18" CMP 18" HDPE CULVERT 26

INLET DRY-LAID STONE

MASONRY HEADWALL 276.852

OUTLET DRY-LAID STONE

MASONRY HEADWALL 276.700

6-7 0.3800 22+12 C12 TO REMAIN 12" HDPE CULVERT TO REMAIN 22

INLET DRY-LAID STONE

MASONRY HEADWALL 271.790

OUTLET DRY-LAID STONE

MASONRY HEADWALL 271.500

6-7 0.3801 22+15 C12 CLEAN CULVERT PIPE 12" CIP TO REMAIN 22

INLET DRY-LAID STONE

MASONRY HEADWALL 273.900

OUTLET DRY-LAID STONE

MASONRY HEADWALL 271.500

6-7 0.5822 32+37 C13

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

OUTLET

18" CMP 18" HDPE CULVERT 22

INLET DRY-LAID STONE

MASONRY HEADWALL 275.047

OUTLET DRY-LAID STONE

MASONRY HEADWALL 275.023

6-7 0.6364 35+24 C13 REMOVE & RESET 3 COPING STONES AT

INLET AND 3 AT OUTLET 24" CMP TO REMAIN 26

INLET DRY-LAID STONE

MASONRY HEADWALL -

OUTLET DRY-LAID STONE

MASONRY HEADWALL -

6-7 0.7117 39+21 C14 TO REMAIN 24" CMP TO REMAIN 21

INLET DRY-LAID STONE

MASONRY HEADWALL 274.243

OUTLET DRY-LAID STONE

MASONRY HEADWALL 274.21

6-7 0.7466 41+04 C14

RESET 5' LONG x 3' HIGH NORTHEAST

DRY-LAID STONE MASONRY HEADWALL,

RESET ONE 3' LONG x 2' HIGH STONE ON

NORTHWEST DRY-LAID STONE

MASONRY HEADWALL,

REMOVE & RESET 1 COPING STONE AT

INLET AND 1 AT OUTLET

72"W x 36"H

PIPE ARCH TO REMAIN 22

OUTLET DRY-LAID STONE

MASONRY HEADWALL 274.362

INLET DRY-LAID STONE

MASONRY HEADWALL 274.664

6-7 0.0947 1005+00 C14 BID OPTION 1 PART A: INSTALL 72" x 48"

OPEN-BOTTOM PRECAST CONCRETE

BOX CULVERT

N/A 72" x 48"

STONE BOX CULVERT 24

INLET N/A 275.000

OUTLET N/A 274.000

6-7 0.0947 1005+00 C14

INSTALL 3-24" HDPE CULVERTS

INV. IN = 277.00'

INV. OUT = 276.00'

N/A 3 x 24" HDPE CULVERT 26

INLET N/A 277.000

OUTLET N/A 276.000

6-7 0.7560 1005+00 C14

INSTALL 12" HDPE CULVERT

INV. IN = 277.00'

INV. OUT = 276.80'

N/A 12" HDPE CULVERT 26

INLET DRY-LAID STONE

MASONRY HEADWALL 277.000

OUTLET DRY-LAID STONE

MASONRY HEADWALL 276.800

6-7 0.7943 43+55 C15 TO REMAIN 18" HDPE CULVERT TO REMAIN 36

OUTLET DRY-LAID STONE

MASONRY HEADWALL 278.221

INLET DRY-LAID STONE

MASONRY HEADWALL 278.465

6-7 0.8801 48+08 C15

REPLACE CULVERT,

REGRADE 20'± AT OUTLET,

FULLY RECONSTRUCT DRY-LAID STONE

MASONRY DROP INLET,

REMOVE & RESET 3 COPING STONES AT

OUTLET

18" CMP 18" HDPE CULVERT 20

OUTLET DRY-LAID STONE

MASONRY HEADWALL 291.331

INLET RECTANGULAR DROP

INLET 292.588

6-7 0.9182 50+11 C15

REPLACE CULVERT,

REGRADE 20'± AT OUTLET,

FULLY RECONSTRUCT DRY-LAID STONE

MASONRY DROP INLET AND ADD NEW

CAPSTONE

18" CMP 18" HDPE CULVERT 22

OUTLET DRY-LAID STONE

MASONRY HEADWALL 296.545

INLET RECTANGULAR DROP

INLET 296.897

6-7 0.9962 54+21 C15 REGRADE 20'± AT OUTLET 18" CMP TO REMAIN 25

INLET DRY-LAID STONE

MASONRY HEADWALL 295.798

OUTLET DRY-LAID STONE

MASONRY HEADWALL 295.336

6-7 1.0417 56+60 C16

REPLACE CULVERT,

REGRADE 20'± AT OUTLET,

REMOVE & RESET 3 COPING STONES AT

OUTLET

18" CMP 18" HDPE CULVERT 23

OUTLET DRY-LAID STONE

MASONRY HEADWALL 299.649

INLET RECTANGULAR DROP

INLET 301.512

6-7 1.0983 59+60 C16 REGRADE 5'± AT OUTLET 18" CMP TO REMAIN 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 304.921

INLET DRY-LAID STONE

MASONRY HEADWALL 305.774

6-7 1.2036 64+84 C16 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 29

OUTLET DRY-LAID STONE

MASONRY HEADWALL 308.352

INLET DRY-LAID STONE

MASONRY HEADWALL 309.296

6-7 1.2038 65+14 C16 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 30

OUTLET DRY-LAID STONE

MASONRY HEADWALL 307.697

INLET DRY-LAID STONE

MASONRY HEADWALL 309.757

6-7 1.2994 70+24 C17 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 315.442

INLET RECTANGULAR DROP

INLET 315.998

6-7 1.3833 73+33 C17

REPLACE WITH 24"HDPE CULVERT,

INV IN=319.66 '

INV OUT=318.73',

FULLY RECONSTRUCT STONE MASONRY

DROP INLET,

NO CAPSTONE NECESSARY

18"CMP 24" HDPE CULVERT 24

OUTLET DRY-LAID STONE

MASONRY HEADWALL 319.233

INLET RECTANGULAR DROP

INLET 320.158

6-7 1.4080 74+65 C17

REPLACE WITH 24"HDPE CULVERT,

INV. IN = 318.47'

INV. OUT = 318.12',

RECONSTRUCT 10'± STONE-LINED DITCH

AT INLET

18" CMP 24" HDPE CULVERT 29

OUTLET DRY-LAID STONE

MASONRY HEADWALL 318.625

INLET DRY-LAID STONE

MASONRY HEADWALL 318.966

6-7 1.4254 76+87 C17

INSTALL PARALLEL 18"HDPE CULVERT

SOUTH OF EXISTING CULVERT,

INV. IN=318.64'

INV. OUT=318.52',

REGRADE 20'± AT OUTLET,

RECONSTRUCT 30'± STONE-LINED DITCH

AT INLET,

RECONSTRUCT 10' LONG x 3' HIGH

DRY-LAID STONE MASONRY RETAINING

WALL AT NORTH OUTLET

18" CMP

1x 18" CMP - TO

REMAIN

1 x 18" HDPE Culvert -

NEW

OUTLET DRY-LAID STONE

MASONRY HEADWALL 318.519

INLET DRY-LAID STONE

MASONRY HEADWALL 318.641

6-7 1.4534 78+35 C18 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 23

INLET RECTANGULAR DROP

INLET 318.428

OUTLET DRY-LAID STONE

MASONRY HEADWALL 317.56

6-7 1.5044 81+03 C18

ARMOR 15'± AT OUTLET,

RECONSTRUCT HEADWALL AT INLET,

RECONSTRUCT 10'± STONE-LINED

DITCH AT INLET

18" CMP TO REMAIN 26

INLET DRY-LAID STONE

MASONRY HEADWALL 314.074

OUTLET DRY-LAID STONE

MASONRY HEADWALL 313.106

6-7 1.5330 82+57 C18 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 27

OUTLET DRY-LAID STONE

MASONRY HEADWALL 306.184

INLET DRY-LAID STONE

MASONRY HEADWALL 307.965

6-7 1.5430 84+89 C18 REPLACE CULVERT,

ARMOR 5'± AT OUTLET 18"CMP 18" HDPE CULVERT 28

INLET DRY-LAID STONE

MASONRY HEADWALL 293.944

OUTLET DRY-LAID STONE

MASONRY HEADWALL 291.224

6-7 1.5510 85+33 C18 REPLACE CULVERT,

ARMOR 20'± AT INLET 18" CMP 18" HDPE CULVERT 28

INLET DRY-LAID STONE

MASONRY HEADWALL 292.14

OUTLET DRY-LAID STONE

MASONRY HEADWALL 290.248

6-7 1.5790 86+80 C18 REPLACE CULVERT,

REGRADE 25'± AT OUTLET 18"CMP 18" HDPE CULVERT 28

INLET DRY-LAID STONE

MASONRY HEADWALL 284.425

OUTLET DRY-LAID STONE

MASONRY HEADWALL 283.913

6-7 1.6439 88+39 C18 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 32

OUTLET DRY-LAID STONE

MASONRY HEADWALL 278.388

INLET DRY-LAID STONE

MASONRY HEADWALL 279.961

6-7 1.6955 91+23 C19

ADD 18" HDPE CULVERT WITH INLET

AND OUTLET DRY-LAID STONE

MASONRY HEADWALLS

INV IN=278.25'

INV OUT=278.00'

N/A 18" HDPE CULVERT 37

INLET DRY-LAID STONE

MASONRY HEADWALL 278.25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 278

6-7 1.7242 92+65 C19 REPLACE CULVERT,

CLEAN 30'± AT OUTLET 18" CMP 18" HDPE CULVERT 22

OUTLET DRY-LAID STONE

MASONRY HEADWALL 278.212

INLET DRY-LAID STONE

MASONRY HEADWALL 278.315

6-7 1.7591 94+46 C19

REPLACE BOTH CULVERTS WITH ONE

24" CULVERT

INV IN= 276.72'

INV OUT=276.05'

REGRADE 30'± AT OUTLET,

REPLACE BOTH DRY-LAID STONE

MASONRY HEADWALLS WITH ONE

APPROPRIATELY SIZED HEADWALL

1 x 18" HDPE

CULVERT

1 x 18" CMP

24" HDPE CULVERT 26

INLET DRY-LAID STONE

MASONRY HEADWALL 277.229

OUTLET DRY-LAID STONE

MASONRY HEADWALL 276.547

6-7 1.7930 96+26 C19 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 278.434

INLET DRY-LAID STONE

MASONRY HEADWALL 278.48

6-7 1.7960 96+40 C19 BID OPTION 1 PART B: INSTALL 48" x 36" PRECAST CONCRETE BOX CULVERT N/A 48" x 36"

STONE BOX CULVERT 26

INLET DRY-LAID STONE

MASONRY HEADWALL 277.000

OUTLET DRY-LAID STONE

MASONRY HEADWALL 276.300

6-7 1.7960 96+40 C19

ADD ONE 18" HDPE CULVERT SOUTH OF

EXISTING PIPES

INV. IN = 278.88'

INV. OUT = 277.88'

2 x 18" HDPE

CULVERT

2 x 18" HDPE CULVERT

- TO REMAIN

1 x 18" HDPE CULVERT

- NEW

INLET DRY-LAID STONE

MASONRY HEADWALL 277.884

OUTLET DRY-LAID STONE

MASONRY HEADWALL 278.882

6-7 1.8375 98+62 C19

REPLACE CULVERT,

REGRADE 30'± AT OUTLET) 18" CMP 18" HDPE CULVERT 32

INLET DRY-LAID STONE

MASONRY HEADWALL 276.824

OUTLET DRY-LAID STONE

MASONRY HEADWALL 276.126

6-7 2.0521 109+92 C20 TO REMAIN 4 x 18" CMP TO REMAIN 26

INLET DRY-LAID STONE

MASONRY HEADWALL -

OUTLET DRY-LAID STONE

MASONRY HEADWALL -

SEGMENT

CULVERT

NUMBER

APPROX.

STATION AT

BASELINE

SHEET

NUMBER REHABILITATION SUMMARY

EXISTING CULVERT

SIZE & TYPE

PROPOSED CULVERT

SIZE & TYPE

LENGTH

(FT) LOCATION HEADWALL TYPE

INVERT

ELEVATIONS

CARRIAGE

ROAD

SEGMENT

CULVERT

NUMBER

APPROX.

STATION AT

BASELINE

SHEET

NUMBER REHABILITATION SUMMARY

EXISTING CULVERT

SIZE & TYPE

PROPOSED CULVERT

SIZE & TYPE

LENGTH

(FT) LOCATION HEADWALL TYPE

INVERT

ELEVATIONS

7-8 1.1769 173+77 C26 REPLACE CULVERT

INV. OUT = 396.75' 18"CMP 18" HDPE CULVERT 29

INLET CIRCULAR DROP INLET 401.078

OUTLET DRY-LAID STONE

MASONRY HEADWALL 397.251

7-8 1.2114 175+62 C26 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 28

INLET CIRCULAR DROP INLET 412.998

OUTLET DRY-LAID STONE

MASONRY HEADWALL 410.515

7-8 1.3492 182+90 C27

REPLACE CULVERT,

RECONSTRUCT 15'± STONE-LINED DITCH

AT OUTLET,

REMOVE & RESET 1 COPING STONE AT

OUTLET

18" CMP 18" HDPE CULVERT 24

OUTLET DRY-LAID STONE

MASONRY HEADWALL 441.681

INLET CIRCULAR DROP INLET 443.755

7-8 1.4644 188+98 C28

REPLACE WITH 24"HDPE CULVERT,

INV. IN=450.91'

INV. OUT=450.16'

RECONSTRUCT 5'± STONE-LINED DITCH

AT OUTLET,

REMOVE & RESET 4 COPING STONES AT

OUTLET

18" CMP 24" HDPE CULVERT 23

OUTLET DRY-LAID STONE

MASONRY HEADWALL 450.661

INLET CIRCULAR DROP INLET 451.409

7-8 1.5477 193+35 C28

REPLACE CULVERT,

RECONSTRUCT 15'± STONE-LINED DITCH

AT OUTLET

18" CMP 18" HDPE CULVERT 24

OUTLET DRY-LAID STONE

MASONRY HEADWALL 459.395

INLET CIRCULAR DROP INLET 459.794

7-8 0.0066 204+31 C29

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

OUTLET,

RECONSTRUCT 20'± OF 80'± LONG

STONE- LINED DITCH

18" CMP 18" HDPE CULVERT 30

INLET DRY-LAID STONE

MASONRY HEADWALL 450.595

OUTLET DRY-LAID STONE

MASONRY HEADWALL 450.506

9-8 1.9081 205+16 C29

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 448.223

INLET DRY-LAID STONE

MASONRY HEADWALL 449.05

9-8 1.8246 209+46 C29 TO REMAIN 12" CMP TO REMAIN 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 435.91

INLET DRY-LAID STONE

MASONRY HEADWALL 436.21

9-8 1.7970 210+94 C30

REPLACE CULVERT,

REMOVE & RESET 5 COPING STONES AT

INLET AND 5 AT OUTLET

18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 431.118

INLET DRY-LAID STONE

MASONRY HEADWALL 432.206

9-8 1.7733 212+14 C30 TO REMAIN 12" x 18"

SQUASH PIPE TO REMAIN 27

INLET DRY-LAID STONE

MASONRY HEADWALL 427.955

OUTLET DRY-LAID STONE

MASONRY HEADWALL 427.494

9-8 1.7627 215+05 C30

REPLACE CULVERT,

REMOVE & RESET 5 COPING STONES AT

OUTLET AND 3 AT INLET

18" CMP 18" HDPE CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 413.899

INLET DRY-LAID STONE

MASONRY HEADWALL 415.234

9-8 1.6462 218+90 C30 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 27

INLET DRY-LAID STONE

MASONRY HEADWALL 395.071

OUTLET DRY-LAID STONE

MASONRY HEADWALL 393.796

9-8 1.5905 219+99 C30 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 26

INLET DRY-LAID STONE

MASONRY HEADWALL 388.438

OUTLET DRY-LAID STONE

MASONRY HEADWALL 387.563

9-8 1.5451 221+85 C30

REPLACE WITH 12" HDPE CULVERT,

INV. IN = 380.20'

INV. OUT = 379.80',

REGRADE 10'± AT OUTLET,

REMOVE & RESET 5 COPING STONES AT

INLET AND 5 AT OUTLET

15" x 21"

SQUASH PIPE 12" HDPE CULVERT 25

INLET DRY-LAID STONE

MASONRY HEADWALL 380.755

OUTLET DRY-LAID STONE

MASONRY HEADWALL 380.164

9-8 1.5434 224+30 C31

RECONSTRUCT ENTIRE DRY-LAID STONE

MASONRY BOX CULVERT INCLUDING

WINGWALLS

3.7'W x 3'H

STONE BOX

CULVERT

TO REMAIN 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 362.462

INLET DRY-LAID STONE

MASONRY HEADWALL 362.909

9-8 1.4439 229+66 C31 REPLACE CULVERT,

ARMOR 15'± AT OUTLET 18" CMP 18" HDPE CULVERT 25

INLET CIRCULAR DROP INLET 338.797

OUTLET DRY-LAID STONE

MASONRY HEADWALL 338.291

9-8 1.3227 236+10 C32 TO REMAIN

3'W x 2'H

STONE BOX

CULVERT

TO REMAIN 25

INLET DRY-LAID STONE

MASONRY HEADWALL 309.39

OUTLET DRY-LAID STONE

MASONRY HEADWALL 308.834

9-8 1.2788 238+42 C32

REPLACE CULVERT,

ARMOR 20'± AT OUTLET,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 26

INLET CIRCULAR DROP INLET 303.728

OUTLET DRY-LAID STONE

MASONRY HEADWALL 303.058

7-8 0.0067 112+64 C20 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 38

OUTLET DRY-LAID STONE

MASONRY HEADWALL 280.391

INLET CIRCULAR DROP INLET 282.203

7-8 0.0600 115+61 C21

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 27

INLET CIRCULAR DROP INLET 288.169

OUTLET DRY-LAID STONE

MASONRY HEADWALL 287.298

7-8 0.0808 116+70 C21

RECONSTRUCT DRY-LAID STONE

MASONRY WINGWALL & HEADWALL AT

OUTLET

2.2'W x 1.8'H

STONE BOX

CULVERT

TO REMAIN 31

OUTLET DRY-LAID STONE

MASONRY HEADWALL 289.000

INLET DRY-LAID STONE

MASONRY HEADWALL 290.723

7-8 0.1400 119+80 C21

REPLACE CULVERT,

FULLY RECONSTRUCT DRY-LAID STONE

MASONRY DROP INLET,

REMOVE & RESET 4 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 22

OUTLET DRY-LAID STONE

MASONRY HEADWALL 300.822

INLET CIRCULAR DROP INLET 301.481

7-8 0.2140 123+61 C22

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 312.943

INLET CIRCULAR DROP INLET 313.835

7-8 0.3300 129+76 C22

FULLY RECONSTRUCT DRY-LAID STONE

MASONRY DROP INLET,

REMOVE & RESET 1 COPING STONE AT

INLET

15" x 21"

SQUASH PIPE TO REMAIN 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 324.886

INLET CIRCULAR DROP INLET 325.542

7-8 0.3700 130+64 C22

RECONSTRUCT END 8' OF NORTH WALL

OF DRY-LAID STONE MASONRY BOX

CULVERT AT OUTLET END,

RECONSTRUCT 4' LONG x 2.5' HIGH x

1.5' DEEP SECTION OF DRY-LAID STONE

MASONRY SOUTH OUTLET WINGWALL

3'W x 4'H

STONE BOX

CULVERT

TO REMAIN 34

OUTLET DRY-LAID STONE

MASONRY HEADWALL 322.929

INLET DRY-LAID STONE

MASONRY HEADWALL 325.055

7-8 0.4053 132+05 C22

REPLACE CULVERT,

REGRADE 10'± AT OUTLET,

REMOVE & RESET 3 COPING STONES AT

INLET AND 3 AT OUTLET,

RESET 1 HEADWALL STONE ON WEST

INLET HEADWALL

18" CMP 18" HDPE CULVERT 24

INLET CIRCULAR DROP INLET 330.241

OUTLET DRY-LAID STONE

MASONRY HEADWALL 329.302

7-8 0.4491 133+23 C23 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 33

OUTLET N/A 328.734

INLET CIRCULAR DROP INLET 329.815

7-8 0.4725 135+54 C23

REPLACE CULVERT,

FULLY RECONSTRUCT DRY-LAID STONE

MASONRY DROP INLET

18" CMP 18" HDPE CULVERT 39

OUTLET DRY-LAID STONE

MASONRY HEADWALL 328.799

INLET CIRCULAR DROP INLET 331.688

7-8 0.5237 136+80 C23 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 43

OUTLET N/A 329.782

INLET CIRCULAR DROP INLET 331.066

7-8 0.5824 139+50 C23 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 28

INLET CIRCULAR DROP INLET 324.065

OUTLET N/A 321.305

7-8 0.6433 142+55 C23 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 34

INLET CIRCULAR DROP INLET 309.507

OUTLET N/A 307.201

7-8 0.6489 145+86 C24

REPLACE CULVERT WITH 24"HDPE

CULVERT

INV. IN = 298.94'

INV. OUT = 298.03',

RECONSTRUCT 25'± STONE-LINED DITCH

AT OUTLET,

FULLY RECONSTRUCT DRY-LAID STONE

MASONRY DROP INLET

18" CMP 24" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 298.534

INLET CIRCULAR DROP INLET 299.441

7-8 0.7074 149+11 C24 REMOVE & RESET BOTH OUTLET

WINGWALLS

5'W x 4.4'H

STONE BOX

CULVERT

TO REMAIN 27

INLET DRY-LAID STONE

MASONRY HEADWALL 292.412

OUTLET DRY-LAID STONE

MASONRY HEADWALL 292.116

7-8 0.8070 154+34 C25

REPLACE WITH 24"HDPE CULVERT

INV. IN=312.70'

INV OUT=311.97',

ARMOR 15'± AT OUTLET

18" CMP 24" HDPE CULVERT 24

INLET CIRCULAR DROP INLET 313.2

OUTLET DRY-LAID STONE

MASONRY HEADWALL 312.47

7-8 0.8972 159+08 C25

REPLACE CULVERT,

ARMOR 10'± WITH FLARED STONE

APRON AT OUTLET

18" CMP 18" HDPE CULVERT 29

INLET CIRCULAR DROP INLET 326.476

OUTLET DRY-LAID STONE

MASONRY HEADWALL 326.24

7-8 0.9629 162+32 C25

REPLACE CULVERT,

EXTEND OUTLET OF PIPE BY 5'±,

INV. OUT = 337.9'

18" CMP 18" HDPE CULVERT 26

INLET CIRCULAR DROP INLET 343.806

OUTLET N/A 338.131

7-8 1.0040 164+69 C25

REPLACE CULVERT,

ARMOR 10'± WITH FLARED STONE

APRON AT OUTLET

18" CMP 18" HDPE CULVERT 25

INLET CIRCULAR DROP INLET 357.345

OUTLET N/A 352.722

7-8 1.0773 167+58 C26 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 25

INLET CIRCULAR DROP INLET -

OUTLET DRY-LAID STONE

MASONRY HEADWALL -

7-8 1.0956 169+51 C26 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 23

OUTLET DRY-LAID STONE

MASONRY HEADWALL 380.816

INLET CIRCULAR DROP INLET 382.256

AutoCAD SHX Text 5-8-2020

AutoCAD SHX Text

AutoCAD SHX Text

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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OF

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TITLE OF SHEET

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CULVERT REHABILITATION

AutoCAD SHX Text

SUMMARY (2 OF 3)

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EAGLE LAKE CARRIAGE RD

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AutoCAD SHX Text 146308

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CNW

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DPD

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TSB

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ACADIA NATIONAL PARK

AutoCAD SHX Text 161676

AutoCAD SHX Text C8

AutoCAD SHX Text \\VHB\GBL\PROJ\SPORTLAND\33944.86 ACAD_EAGLE_LK_DDCD\CAD\ST\ACAD\161676\DRAWINGS\GEN\C7-C9_CULVERT-SUMMARY1.DWG

AutoCAD SHX Text Donovan, Patrick

AutoCAD SHX Text September 30, 2019

AutoCAD SHX Text

CULVERT AND HEADWALL REHABILITATION SUMMARY TABLE

CULVERT AND HEADWALL REHABILITATION SUMMARY TABLE

SEGMENT

CULVERT

NUMBER

APPROX.

STATION AT

BASELINE

SHEET

NUMBER REHABILITATION SUMMARY

EXISTING CULVERT

SIZE & TYPE

PROPOSED CULVERT

SIZE & TYPE

LENGTH

(FT) LOCATION HEADWALL TYPE

INVERT

ELEVATIONS

9-8 1.2063 242+34 C32

REPLACE CULVERT,

REGRADE 10'± AT OUTLET,

REMOVE & RESET 5 COPING STONES AT

OUTLET

18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 293.053

INLET CIRCULAR DROP INLET 293.117

9-8 1.1280 246+47 C33 REMOVE & RESET 12 COPING STONES

AT INLET

4.5'W x 3'H

STONE BOX

CULVERT

TO REMAIN 28

OUTLET DRY-LAID STONE

MASONRY HEADWALL 278.357

INLET DRY-LAID STONE

MASONRY HEADWALL 279.242

9-8 1.0994 248+00 C33

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 26

INLET DRY-LAID STONE

MASONRY HEADWALL 280.322

OUTLET DRY-LAID STONE

MASONRY HEADWALL 279.71

9-8 1.0229 252+10 C33

REPLACE CULVERT,

ARMOR 10'± AT OUTLET,

REMOVE & RESET 5 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 25

INLET DRY-LAID STONE

MASONRY HEADWALL 287.728

OUTLET DRY-LAID STONE

MASONRY HEADWALL 286.527

9-8 0.9922 253+72 C33

REPLACE CULVERT,

REMOVE & RESET 4 COPING STONES AT

INLET

15" CMP 18" HDPE CULVERT 26

INLET

18' LONG x 3' HIGH

DRY-LAID STONE

MASONRY HEADWALL

288.501

OUTLET DRY-LAID STONE

MASONRY HEADWALL 288.311

9-8 0.9528 255+86 C33

REPLACE CULVERT,

ARMOR 10'± AT OUTLET,

REMOVE & RESET 4 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 291.082

INLET

10' LONG x 3' HIGH

DRY-LAID STONE

MASONRY HEADWALL

291.819

9-8 0.8197 263+96 C34

REPLACE CULVERT,

ARMOR 15'± AT OUTLET,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 26

INLET DRY-LAID STONE

MASONRY HEADWALL 306.873

OUTLET DRY-LAID STONE

MASONRY HEADWALL 306.208

9-8 0.7447 266+91 C34

REPLACE CULVERT,

REMOVE & RESET 5 COPING STONES AT

OUTLET AND 4 AT INLET

18" CMP 18" HDPE CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 311.398

INLET DRY-LAID STONE

MASONRY HEADWALL 311.864

9-8 0.6773 270+53 C35

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 25

INLET DRY-LAID STONE

MASONRY HEADWALL 311.562

OUTLET DRY-LAID STONE

MASONRY HEADWALL 310.949

9-8 0.6129 273+89 C35

REPLACE CULVERT WITH 30" HDPE

CULVERT,

REMOVE & RESET 6 COPING STONES AT

INLET

30" CMP 30" HDPE CULVERT 23

INLET DRY-LAID STONE

MASONRY HEADWALL 311.563

OUTLET DRY-LAID STONE

MASONRY HEADWALL 310.715

9-8 0.4563 282+20 C36

REPLACE CULVERT,

ARMOR 25'± AT OUTLET,

REMOVE & RESET 6 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 305.217

INLET CIRCULAR DROP INLET 306.966

9-8 0.4036 284+96 C36 REPLACE CULVERT,

ARMOR 10'± AT OUTLET, 18" CMP 18" HDPE CULVERT 25

INLET DRY-LAID STONE

MASONRY HEADWALL 305.284

OUTLET DRY-LAID STONE

MASONRY HEADWALL 303.831

9-8 0.3432 288+24 C36 REPLACE CULVERT,

ARMOR 10'± AT OUTLET, 18" CMP 18" HDPE CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 298.887

INLET DRY-LAID STONE

MASONRY HEADWALL 300.159

9-8 0.2761 291+73 C37 TO REMAIN 15" CMP TO REMAIN 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 295.186

INLET DRY-LAID STONE

MASONRY HEADWALL 295.933

9-8 0.2419 293+59 C37

REPLACE WITH 18" HDPE CULVERT

INV. IN = 292.40'

INV. OUT = 292.20'

12" x 18"

ALUMINUM

SQUASH PIPE

18" HDPE CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 292.200

INLET DRY-LAID STONE

MASONRY HEADWALL 292.400

9-8 0.2061 295+48 C37

RECONSTRUCT 8'± OF INLET END OF

DRY-LAID STONE MASONRY BOX

CULVERT,

RECONSTRUCT INLET AND OUTLET

WINGWALLS

3.5'W x 2'H

STONE BOX

CULVERT

TO REMAIN 23

OUTLET DRY-LAID STONE

MASONRY HEADWALL 285.642

INLET DRY-LAID STONE

MASONRY HEADWALL 286.652

9-8 0.1962 295+98 C37

REPLACE CULVERT WITH 24" CULVERT,

ARMOR 10'± AT OUTLET,

INV. IN = 286.10'

INV. OUT = 284.90',

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 24" HDPE CULVERT 26

OUTLET DRY-LAID STONE

MASONRY HEADWALL 284.900

INLET DRY-LAID STONE

MASONRY HEADWALL 286.100

9-8 0.1653 297+62 C37

REPLACE CULVERT

INV. OUT = 284.11',

ARMOR 10'± AT OUTLET

18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 284.114

INLET DRY-LAID STONE

MASONRY HEADWALL 284.525

9-8 0.1025 300+98 C37 REPLACE CULVERT 18" CMP 18" HDPE CULVERT 25

INLET DRY-LAID STONE

MASONRY HEADWALL 287.642

OUTLET DRY-LAID STONE

MASONRY HEADWALL 287.37

9-8 0.0388 304+37 C38

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 291.426

INLET CIRCULAR DROP INLET 292.911

9-8 0.0066 306+03 C38

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 25

OUTLET DRY-LAID STONE

MASONRY HEADWALL 295.299

INLET DRY-LAID STONE

MASONRY HEADWALL 296.146

CARRIAGE

ROAD

SEGMENT

CULVERT

NUMBER

APPROX.

STATION AT

BASELINE

SHEET

NUMBER REHABILITATION SUMMARY

EXISTING CULVERT

SIZE & TYPE

PROPOSED CULVERT

SIZE & TYPE

LENGTH

(FT) LOCATION HEADWALL TYPE

INVERT

ELEVATIONS

9-6 0.0377 307+23 C38

REPLACE CULVERT,

REMOVE & RESET 3 COPING STONES AT

INLET

18" CMP 18" HDPE CULVERT 25

INLET DRY-LAID STONE

MASONRY HEADWALL 296.753

OUTLET DRY-LAID STONE

MASONRY HEADWALL 295.987

9-6 0.0773 309+32 C38

REPLACE CULVERT WITH 24" HDPE

CULVERT

INV. IN = 290.40'

INV. OUT = 290.00',

ARMOR 5'± AT OUTLET,

ADD DRY-LAID STONE MASONRY DROP

INLET

18" CMP 24" HDPE CULVERT 25

INLET DRY-LAID STONE

MASONRY HEADWALL 290.400

OUTLET DRY-LAID STONE

MASONRY HEADWALL 290.000

9-6 0.0800 311+00 C11 TO REMAIN 12" CMP TO REMAIN 20

INLET DRY-LAID STONE

MASONRY HEADWALL 285.14

OUTLET DRY-LAID STONE

MASONRY HEADWALL 284.79

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DATE:

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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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OF

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CULVERT REHABILITATION

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SUMMARY (3 OF 3)

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EAGLE LAKE CARRIAGE RD

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AutoCAD SHX Text 146308

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CNW

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DPD

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TSB

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ACADIA NATIONAL PARK

AutoCAD SHX Text 161676

AutoCAD SHX Text C9

AutoCAD SHX Text \\VHB\GBL\PROJ\SPORTLAND\33944.86 ACAD_EAGLE_LK_DDCD\CAD\ST\ACAD\161676\DRAWINGS\GEN\C7-C9_CULVERT-SUMMARY1.DWG

AutoCAD SHX Text Donovan, Patrick

AutoCAD SHX Text September 30, 2019

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CULVERT AND HEADWALL REHABILITATION SUMMARY TABLE

CULVERT AND HEADWALL REHABILITATION SUMMARY TABLE

I

10/14/19 17:03 BMASSE R22 \\VHB\GBL\PROJ\SPORTLAND\33944.86 ACAD_EAGLE_LK_DDCD\CAD\ST\ACAD\161676\DRAWINGS\GEN\C10-KEY.DWG XREFS: ..\BASES\XC-3394469 EX.DWG; ..\BASES\DATE.DWG;

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SCALE OF FEET

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EAGLE LAKE CARRIAGE ROAD

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DATE:

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SUB SHEET NO.

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DRAWING NO.

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OF

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TITLE OF SHEET

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KEY PLAN

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EAGLE LAKE

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CARRIAGE ROAD

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AutoCAD SHX Text 146308

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ECF

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DPD

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TSB

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ACADIA NATIONAL PARK

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BE BR CU DI GA GR GW IS RW WW

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- BENCH - BRIDGE - CULVERT - DITCH - GATE - GUARD/RETAINING WALL - GUARDWALL (COPING STONES) - INFO SIGN - RETAINING WALL - WATERWAY

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KEY

AutoCAD SHX Text COPING STONE (GUARDWALL STONE) CONTROL POINT CULVERT TREE LINE ANTICIPATED BEDROCK WETLANDS

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FEATURE/ASSET LABELS

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INTERSECTION #6

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INTERSECTION #7

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INTERSECTION #8

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INTERSECTION #9

AutoCAD SHX Text C59

AutoCAD SHX Text 10/14/19 17:03 BMASSE R22 \\VHB\GBL\PROJ\SPORTLAND\33944.86 ACAD_EAGLE_LK_DDCD\CAD\ST\ACAD\161676\DRAWINGS\GEN\C10-KEY.DWG XREFS: ..\BASES\XC-3394469 EX.DWG; ..\BASES\DATE.DWG;

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FENCE

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GA 0.1689 REPLACE CARRIAGE ROAD GATE IN-KIND

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DI 0.1070 REGRADE DITCH STA 6+00 TO STA 9+00 LT/RT

AutoCAD SHX Text CU 0.0748 REPLACE EXIST. 18" CULVERT WITH 72"x36" OPEN-BOTTOM PRECAST CONCRETE BOX CULVERT (SEE SHEET S4), REMOVE & RESET 4 COPING STONES AT INLET AND 4 AT OUTLET

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DI 0.0790 REGRADE DITCH STA 310+00 TO STA 311+00

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BE 0.2148 GRANITE BENCH TO REMAIN

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GA 0.1485 REPLACE CARRIAGE ROAD GATE IN-KIND

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PT. 1 SPIKE

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PT. 102 SPIKE

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PT. 3 SPIKE

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LIMIT OF WORK BEGIN/END CARRIAGE ROAD REHABILITATION STA 2+83/312+00

AutoCAD SHX Text STA ±3+75 TO ±9+25 LT/RTCARRIAGE ROAD NARROWS RETAIN EXISTING WIDTH AS DIRECTED (SEE CROSS SECTIONS)

AutoCAD SHX Text STA ±10+75 TO ±12+50 LT/RTCARRIAGE ROAD NARROWS RETAIN EXISTING WIDTH AS DIRECTED (SEE CROSS SECTIONS)

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BID OPTION #2 SHORE PROTECTION ARMORING (SEE SHEET S17)

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PT. 2 SPIKE

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PT. 4 SPIKE

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CU 0.0800 TO REMAIN

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STA 2+00 TO ±2+75REGRADE CARRIAGE ROAD AS DIRECTED

AutoCAD SHX Text STA ±9+75 TO ±10+50 LT/RTADJUST CROSS SLOPES TO MATCH INTO BOAT LAUNCH (SEE CROSS SECTIONS)

AutoCAD SHX Text 311+99.03

AutoCAD SHX Text 1+00

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AutoCAD SHX Text 310+00

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AutoCAD SHX Text 277.4

AutoCAD SHX Text 277.65

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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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OF

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TITLE OF SHEET

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PLAN AND PROFILE

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EAGLE LAKE CARRIAGE

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ROAD SEGMENT 6-7

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AutoCAD SHX Text 146308

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AutoCAD SHX Text

ECF

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BMD/DPD

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TSB

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ACADIA NATIONAL PARK

AutoCAD SHX Text 161676

AutoCAD SHX Text C11

AutoCAD SHX Text 5-8-2020

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AutoCAD SHX Text 5/6/20 16:06 PDonovan R2018 \\vhb\gbl\proj\SPortland\33944.86 ACAD_EAGLE_LK_DDCD\cad\st\ACAD\161676\Drawings\Gen\C11-C20_Plan-Profile.dwg

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MATCH LINE SEE SHEET C38

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MATCH LINE SEE SHEET C12

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VERTICAL

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HORIZONTAL

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SCALE IN FEET

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MONUMENTS SPIKE 1 N. 259197.2834 E. 1049074.472 ELEV. 277.2352 SPIKE 102 N. 259171.4553 E. 1048749.901 ELEV. 284.1694 SPIKE 2 N. 259086.231 259086.231 E. 1049206.926 1049206.926 ELEV. 276.819 276.819 SPIKE 3 N. 258885.9914 E. 1049349.137 ELEV. 277.635 SPIKE 4 N. 258846.545 258846.545 E. 1049660.568 1049660.568 ELEV. 277.078277.078

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18" CMP F/L=276.7' SILTED

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12" HDPE F/L=273.9' SILTED

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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TRANS. PAD

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23 COPING STONES

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13 COPING STONES

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21 COPING STONES

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23 COPING STONES

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20 COPING STONES

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30 COPING STONES

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13 COPING STONES

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6 COPING STONES

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2 COPING STONES

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GW 0.2858 REMOVE & RESET 21 COPING STONES

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BE 0.2148 GRANITE BENCH TO REMAIN

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CU 0.2956 REPLACE CULVERT, REGRADE 5'± ATOUTLET

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GW 0.2903 REMOVE & RESET 13 COPING STONES

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GW 0.3373 REMOVE & RESET 11 COPING STONES

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BR 0.4081 REHABILITATE EAGLE LAKE LITTLE BRIDGE #1 (SEE SHEET S9)

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BR 0.4081 REHABILITATE EAGLE LAKE LITTLE BRIDGE #2 (SEE SHEET S10)

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GR 0.3438

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CU 0.3801 CLEAN CULVERT PIPE

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GW 0.3752 REMOVE & RESET 13 COPING STONES

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PT. 6 SPIKE

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PT. 8 SPIKE

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PT. 5501 BNDFND

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PT. 3570 BNDFND

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PT. 3376 BNDFND

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PT. 192 SPIKE

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PT. 191 SPIKE

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PD. 5505 BNDFND

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PT. 193 SPIKE

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GW 0.3619 REMOVE & RESET 23 COPING STONES

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GW 0.3619 REMOVE & RESET 20 COPING STONES

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GW 0.3752 REMOVE & RESET 12 COPING STONES

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GW 0.3752

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GW 0.4172

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PT. 5 SPIKE

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PT. 7 SPIKE

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PT. 10 SPIKE

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CU 0.3800 TO REMAIN

AutoCAD SHX Text STA. ±21+50 TO ±23+15ADJUST CROSS SLOPES TO MATCH INTO ACCESS ROAD INTERSECTION AND BRIDGES (SEE CROSS SECTIONS)

AutoCAD SHX Text

BAR HARBOR WATER DISTRICT PUMP HOUSE

AutoCAD SHX Text BAR HARBOR WATER DISTRICT UNDERGROUND WATER & ELECTRICAL IN THIS AREA FOR PUMP HOUSE

AutoCAD SHX Text 13+00

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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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OF

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TITLE OF SHEET

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PLAN AND PROFILE

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EAGLE LAKE CARRIAGE

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ROAD SEGMENT 6-7

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AutoCAD SHX Text 146308

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ECF

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BMD/DPD

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TSB

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ACADIA NATIONAL PARK

AutoCAD SHX Text 161676

AutoCAD SHX Text C12

AutoCAD SHX Text 5-8-2020

AutoCAD SHX Text

AutoCAD SHX Text 5/6/20 16:06 PDonovan R2018 \\vhb\gbl\proj\SPortland\33944.86 ACAD_EAGLE_LK_DDCD\cad\st\ACAD\161676\Drawings\Gen\C11-C20_Plan-Profile.dwg

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MATCH LINE SEE SHEET C11

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MATCH LINE SEE SHEET C13

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VERTICAL

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HORIZONTAL

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SCALE IN FEET

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AutoCAD SHX Text MONUMENTS SPIKE 5 N. 258829.5449 258829.5449 E. 1049957.379 1049957.379 ELEV. 280.2325 SPIKE 6 N. 258829.5449 E. 1049957.379 ELEV. 280.2325 SPIKE 7 N. 258903.56 E. 1050109.62 ELEV. 280.64 SPIKE 8 N. 258871.9613 258871.9613 E. 1050498.400 1050498.400 ELEV. 275.69

IRFND 3376 N. 258887.5475 E. 1050142.641 ELEV. 278.2943 IRFND 3570 N. 258859.4609 258859.4609 E. 1050606.446 1050606.446 ELEV. 273.3082 273.3082 BNDFND 5501 N. 258812.7726 E. 1050542.218 ELEV. 276.2987 SPIKE 191 N. 258745.3932 E. 1050711.342 ELEV. 275.1341 SPIKE 192 N. 258845.9944 E. 1050838.221 ELEV. 275.3333

Δ

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S4 8° '19 "E

87.12'

S4 8° '19 "E

87.12'

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GRAVEL

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44 COPING STONES

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TRANS. PAD

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24" CMP

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24" CMP

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CU 0.5822 REPLACE CULVERT, REMOVE & RESET 3 COPING STONES AT OUTLET

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CU 0.6364 REMOVE & RESET 3 COPING STONES AT INLET AND 3 AT OUTLET

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PT. 191 SPIKE

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PD. 5505 BNDFND

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PT. 193 SPIKE

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PT. 11 SPIKE

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PT. 12 SPIKE

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PT. 13 SPIKE

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GW 0.5763

AutoCAD SHX Text STA ±34+75 TO ±35+50 LTCARRIAGE ROAD NARROWS RETAIN EXISTING WIDTH AS DIRECTED (SEE CROSS SECTIONS)

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PT. 10 SPIKE

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BAR HARBOR WATER DISTRICT PUMP HOUSE

AutoCAD SHX Text 25+00

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AutoCAD SHX Text 277.0

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DATE:

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DESIGNED:

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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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OF

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TITLE OF SHEET

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PLAN AND PROFILE

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EAGLE LAKE CARRIAGE

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ROAD SEGMENT 6-7

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AutoCAD SHX Text 146308

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ECF

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BMD/DPD

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TSB

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ACADIA NATIONAL PARK

AutoCAD SHX Text 161676

AutoCAD SHX Text C13

AutoCAD SHX Text 5-8-2020

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AutoCAD SHX Text 5/6/20 16:06 PDonovan R2018 \\vhb\gbl\proj\SPortland\33944.86 ACAD_EAGLE_LK_DDCD\cad\st\ACAD\161676\Drawings\Gen\C11-C20_Plan-Profile.dwg

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MATCH LINE SEE SHEET C12

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MATCH LINE SEE SHEET C14

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VERTICAL

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HORIZONTAL

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SCALE IN FEET

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MONUMENTS BNDFND 5505 N. 258650.9008 E. 1050927.555 ELEV. 275.3079 SPIKE 193 N. 258671.9479 E. 1050927.46 ELEV. 275.5978 SPIKE 10 N. 258739.59 E. 1050893.76 ELEV. 275.51 SPIKE 11 N. 258543.622 E. 1051023.542 ELEV. 278.9415 SPIKE 12 N. 258333.7589 E. 1051271.661 ELEV. 278.2214 SPIKE 13 N. 258091.8765 E. 1051325.218 ELEV. 277.3777

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EAGLE LAKE CARRIAGE ROAD

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GRAVEL

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4 COPING STONES

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3 COPING STONES

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4 COPING STONES

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4 COPING STONES

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PT. 15 SPIKE

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CU 0.6364 REMOVE & RESET 3 COPING STONES AT INLET AND 3 AT OUTLET

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GW 0.7102 REMOVE & RESET 4 COPING STONES AT INLET AND 4 AT OUTLET

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TEMPORARY CONTRACTOR ACCESS ROAD

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PT. 152 SPIKE

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PT. 151 SPIKE

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CU 0.7117 TO REMAIN

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GW 0.7782

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GW 0.7746

AutoCAD SHX Text CU 0.0947 INSTALL 3-24" HDPE CULVERTS INV. IN = 277.00' INV. OUT = 276.00' -OR- BID OPTION #1 PART A INSTALL 72"X48" OPEN-BOTTOM PRECAST CONCRETE BOX CULVERT (SEE SHEET S12)

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REGRADE DITCH STA 41+00 TO STA 42+25 LT

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LIMIT OF WORK END ACCESS ROAD CONSTRUCTION STA 1005+52.12

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CU 0.7560 INSTALL 12" HDPE CULVERT INV. IN = 277.00' INV. OUT = 276.80'

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PT. 14 SPIKE

AutoCAD SHX Text CU 0.7466 RESET 5' LONG x 3' HIGH NORTHEAST DRY-LAID STONE MASONRY HEADWALL, RESET 1 3' LONG x 2' HIGH STONE ON NORTHWEST DRY-LAID STONE MASONRY HEADWALL, REMOVE & RESET 1 COPING STONE AT INLET AND 1 AT OUTLET

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REGRADE DITCH

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SEE NOTE 1

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SEE NOTE 1

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LISCOMB PIT

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AREA OF BOULDERS AND PINES

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STOCKPILES

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STOCKPILE

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STOCKPILE

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WOODCHIP PILES

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TEMPORARY CONTRACTOR ACCESS ROAD

AutoCAD SHX Text CU 0.0947 INSTALL 3-24" HDPE CULVERTS INV. IN = 277.00' INV. OUT = 276.00' -OR- BID OPTION #1 PART A INSTALL 72"X48" OPEN-BOTTOM PRECAST CONCRETE BOX CULVERT (SEE SHEET S12)

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CONTRACTOR STAGING AREA

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LIMIT OF WORK BEGIN ACCESS ROAD CONSTRUCTION STA 1000+00

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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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OF

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TITLE OF SHEET

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PLAN AND PROFILE

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EAGLE LAKE CARRIAGE

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ROAD SEGMENT 6-7

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AutoCAD SHX Text 146308

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ECF

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BMD/DPD

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TSB

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ACADIA NATIONAL PARK

AutoCAD SHX Text 161676

AutoCAD SHX Text C14

AutoCAD SHX Text 5-8-2020

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AutoCAD SHX Text 5/6/20 16:06 PDonovan R2018 \\vhb\gbl\proj\SPortland\33944.86 ACAD_EAGLE_LK_DDCD\cad\st\ACAD\161676\Drawings\Gen\C11-C20_Plan-Profile.dwg

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MATCH LINE SEE SHEET C13

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MATCH LINE SEE SHEET C15

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VERTICAL

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HORIZONTAL

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SCALE IN FEET

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MATCH LINE SEE PLAN VIEW LEFT

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MATCH LINE SEE PLAN VIEW RIGHT

AutoCAD SHX Text MONUMENTS SPIKE 151 N. 257352.3003 E. 1051229.908 ELEV. 277.3375 SPIKE 152 N. 257457.6841 E. 1051287.926 ELEV. 278.5323

AutoCAD SHX Text SEE LISCOMB PIT ACCESS ROAD PLAN AND PROFILE AND CROSS SECTION SHEETS C59 THROUGH C63

AutoCAD SHX Text SPIKE 14 N. 257736.111 E. 1051279.3590 ELEV. 277.155 SPIKE 15 N. 257337.3797 257337.3797 E. 1051261.878 1051261.878 ELEV. 277.19277.19

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1. PROTECT THE EXISTING HISTORIC STONE PROTECT THE EXISTING HISTORIC STONE CHANNEL PROTECTION/LINING ON BOTH SIDES OF THE PROPOSED CULVERT AS DESCRIBED ON SHEET…

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