B08_ATTACHMENT_0002_ACAD_CD_DWGS_22122022.pdf

PDF 3 MB Posted Jun 5, 2023

Attached to: ACAD - REHAB WILDWOODS BARN FLOOR CX
Solicitation number: 140P4323R0024
Issued by: Department of the Interior National Park Service Northeast Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for replacing the floor system of the Wildwood Stables Barn at Acadia National Park. The project involves removing the existing wood floor framing and installing a new aggregate floor surface with compacted gravel in the stalls and interlocking rubber pavers in aisles. A prefabricated trench drain system will be installed to slope floors toward the center. New concrete footings, grade beams and curbs will support the structure. Erosion control measures and a sequencing plan are also included. The related federal solicitation is for the Wildwood Stables Barn Floor Rehabilitation project with solicitation number 140P4323R0024 issued by the National Park Service Northeast Region on behalf of the Department of the Interior.

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Other files

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Sol_140P4323R0024.pdf	PDF	Jun 5, 2023
B08_ATTACHMENT_0006_ACAD_RAMM_Pavers.pdf	PDF	Jun 5, 2023
B08_ATTACHMENT_0008_ACAD_DOL_DBA_WD_ME20230008_04072023_Hancock_County_ME_BLDG.pdf	PDF	Jun 5, 2023
B08_ATTACHMENT_0003_ACAD_Submittal_List.pdf	PDF	Jun 5, 2023
B08_ATTACHMENT_0001_ACAD_SOW_and_Specifications.pdf	PDF	Jun 5, 2023
B08_ATTACHMENT_0004_ACAD_DL054_KlassikDrain_Brochure_ENGLISH_2018.pdf	PDF	Jun 5, 2023
B08_ATTACHMENT_0007_ACAD_RAMM_Pavers_installation.pdf	PDF	Jun 5, 2023
B08_ATTACHMENT_0005_ACAD_DR700A_Polymer_Concrete_Installation_Manual.pdf	PDF	Jun 5, 2023

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ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC ENS ED

WATT

12/22 /2022

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MUSEUM

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MUSEUM

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FRENCHMAN

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ISLE AU HAUT

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16 MILES TO

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BERNARD

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OCEAN

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SWAN ISLAND

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FERRY TO

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ATLANTIC

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COVE

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SEAL

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BEACH

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SWIM

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SEAWALL

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HARBOR

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BASS

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GREAT

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ISLAND

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CRANBERRY

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HARBOR

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NORTHEAST

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HARBOR

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SOUTHWEST

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ATLANTIC

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OCEAN

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MARSH

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PRETTY

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AIRPORT

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ISLAND

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THOMPSON

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MT. DESERT

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ISLAND

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HQ.

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HARBOR

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BAR

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& ELLSWORTH

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LITTLE

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CRANBERRY

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ISLAND

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BAKER

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ISLAND

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SWIM BEACH

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BLACKWOODS

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FABBRI

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ATLANTIC

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OCEAN

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ONE WAY

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STATION

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ENTRANCE

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ONE WAY

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BROOK

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BEAR

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HARBOR

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BAR

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BAY

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PENINSULA

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SCHOODIC

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& GOULDSBORO

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HARBOR

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BIRCH

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& WEST GOULDSBORO

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ISLE AU

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ATLANTIC

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HAUT

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OCEAN

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PARK

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NATIONAL

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ACADIA

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BUCKSPORT

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BANGOR

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ELLSWORTH

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GRAHAM

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LAKE

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LAKE

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GRAND

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ISLE AU HAUT

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SCALE OF MILES

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SCALE OF MILES

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SCALE OF KILOMETERS

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ACADIA NATIONAL PARK

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PICNIC AREA

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AIRPORT

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LIGHTHOUSE

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CAMPGROUND

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PARKING

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INFORMATION CENTER

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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HQ.

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RIVER

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FERRY ROUTE

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UNPAVED ROAD

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COUNTY LINE

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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NAME OF PARK

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TITLE OF DRAWING

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REPLACE WILDWOOD STABLES BARN FLOOR

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WILDWOOD STABLES BARN

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ACAD

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HANCOCK

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MAINE

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FINAL CD

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ACAD 314760

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PKG.

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NO.

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SHEET

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DRAWING NO.

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LOCATION WITHIN PARK

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THIS PROJECT

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INDEX OF SHEETS

AutoCAD SHX Text SUB SUB SHEET SHEET TITLE OF SHEET SHEET TITLE OF SHEET SHEET TITLE OF SHEET TITLE OF SHEET 1 COVER SHEET, INDEX & PROJECT LOCATIONS MAP COVER SHEET, INDEX & PROJECT LOCATIONS MAP 2 C-1 GENERAL NOTES, SITE PLAN & DETAILS C-1 GENERAL NOTES, SITE PLAN & DETAILS GENERAL NOTES, SITE PLAN & DETAILS 3 S-0 DEMOLITION PLAN S-0 DEMOLITION PLAN DEMOLITION PLAN 4 S-1 FOUNDATION, FINISH & GRADING PLAN S-1 FOUNDATION, FINISH & GRADING PLAN FOUNDATION, FINISH & GRADING PLAN 5 S-2 BUILDING SECTION & DETAILS S-2 BUILDING SECTION & DETAILS BUILDING SECTION & DETAILS

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ACADIA NATIONAL PARK

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No. 11164

PROFESS IONAL ENGIN

L IC ENS ED

WATT

12/22 /2022

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FFE 227.59

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DECK

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EXISTING HDPE WATER LINE

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RAMP

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EXISTING DRY WELL RIM - 223.71

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EXISTING DRY WELL RIM - 228.0 4" PVC INV. IN & OUT - 226.0 SUMP - 222.0

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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REPLACE WILDWOOD STABLES

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BARN FLOOR

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GENERAL NOTES, SITE PLAN, DETAILS

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ACADIA NATIONAL PARK

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ACAD314760

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STAMP:

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SITE PLAN

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SCALE A

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SCALE OF FEET

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GRADING NOTES

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1. EXISTING CONDITIONS OBTAINED FROM DIGITAL FILES PROVIDED BY THE EXISTING CONDITIONS OBTAINED FROM DIGITAL FILES PROVIDED BY THE GOVERNMENT, RECEIVED AROUND 5/4/2021, NAMED: "EXISTING CONDITIONS.dxf" AND DIGITAL FILE, RECEIVED AROUND 3/11/2012, NAMED: "SITE PLAN PHASE III.dwg" - HEDEFINE ENGINEERING & DESIGN, INC. TAKES NO RESPONSIBILITY FOR THE HEDEFINE ENGINEERING & DESIGN, INC. TAKES NO RESPONSIBILITY FOR THE ACCURACY AND OR COMPLETENESS OF PLANS PREPARED BY OTHERS. - CONDITIONS WERE SUPPLEMENTED AND VERIFIED BY FIELD OBSERVATIONS CONDITIONS WERE SUPPLEMENTED AND VERIFIED BY FIELD OBSERVATIONS AND MEASUREMENTS MADE ON 4/27/2022 BY HEDEFINE ENGINEERING & DESIGN 2. CONTRACTOR RESPONSIBLE FOR MEETING ALL MAINE DOT AND MUTCD CONSTRUCTION WARNING SIGN REQUIREMENTS. 3. CONTRACTOR RESPONSIBLE FOR CONTACTING DIGSAFE PRIOR TO BEGINNING ANY EXCAVATIONS. 4. SILT FENCE AND OTHER EROSION CONTROL ITEMS NOT SHOWN FOR CLARITY. CONTRACTOR TO REFERENCE PLANS, EROSION CONTROL NOTES AND SPECIFICATION SECTION 312500 PRIOR TO SUBMITTING AND EROSION CONTROL PLAN TO THE CONTRACTING OFFICER. 5. 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. 6. NO METAL TRACKED EQUIPMENT SHALL BY ALLOWED ON PAVEMENT WITHOUT MEANS FOR PROTECTING PAVEMENT.

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1. CONTRACTOR TO VERIFY ELEVATIONS OF PROPOSED DESIGNS, GRADING, CONTRACTOR TO VERIFY ELEVATIONS OF PROPOSED DESIGNS, GRADING, ETC. PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE NOTED IMMEDIATELY TO CONTRACTING OFFICER. 2. PROPOSED FLOOR GRADES ARE INTENDED TO MATCH INTO EXISTING PROPOSED FLOOR GRADES ARE INTENDED TO MATCH INTO EXISTING GRADES AND THRESHOLDS 3. ALL GRADES TO BE VERIFIED BY CONTRACTING OFFICER PRIOR TO AND ALL GRADES TO BE VERIFIED BY CONTRACTING OFFICER PRIOR TO AND DURING WORK.

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GENERAL NOTES

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SITE LAYOUT NOTES

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

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

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UTILITY NOTES

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MINIMUM REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL PLAN

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

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

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

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

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

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

AutoCAD SHX Text SPECIFIC INSTRUCTIONS: 1. SILT FENCE - SILT FENCES SHOULD BE CHECKED IMMEDIATELY BEFORE 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 TO COIR WATTLES OR SILT SOCK.

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

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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' CONTOUR - EXISTING

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5' CONTOUR - EXISTING

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UGU

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SILTFENCE

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OHE

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REGRADE RAMP AND REBUILD SIDEWALLS USING EXISTING BLOCKS

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WILDWOOD STABLES

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INV. AT BUILDING: 226.3'

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4" PVC DRAIN FROM STABLE UNDERDRAIN AND FLOOR DRAIN

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CORE NEW INV. IN: 226.0'

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FLOW

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FLOW

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EMBED FILTER CLOTH MIN. 8" INTO GROUND

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FLOW

AutoCAD SHX Text CONSTRUCTION NOTES FOR FABRICATED SILTFENCE 1. MAINTAINANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL MAINTAINANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE 2. SILT FENCE WILL BE DGI INDUSTRIES ME12303614 SILT FENCE, OR SILT FENCE WILL BE DGI INDUSTRIES ME12303614 SILT FENCE, OR OTHER MDOT PRE-APPROVED SILT FENCE MEETING AASHTO M-288

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SECTION NOT TO SCALE

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PERPECTIVE VIEW NOT TO SCALE

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48" MIN. FENCE POST

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BACKFILL

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UNDISTURBED GROUND

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POSTS

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SECTION B

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

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SECTION A

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AutoCAD SHX Text NOTES: 1. SEE SPECIFICATIONS FOR SOIL DESCRIPTIONS. SEE SPECIFICATIONS FOR SOIL DESCRIPTIONS. 2. FINAL BACKFILL SHALL BE: FINAL BACKFILL SHALL BE: "SATISFACTORY SOIL" COMPACTED TO 95% MDD UNDER ROADS & PATHS OR 90% IN OTHER LOCATIONS. (SEE SPECIFICATIONS)

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UNDISTURBED EARTH OR ROCK

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

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AREA TO BE PROTECTED

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WORK AREA

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FLOW

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

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12" FILTER SOCK

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BLOWN/PLACED FILTER MEDIA

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DRAIN PIPE TRENCH DETAIL

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SCALE: NOT TO SCALE

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TYPICAL SILT FENCE DETAIL

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SCALE: NOT TO SCALE

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SILT SOCK OR COIR WATTLE DETAIL

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SCALE: NOT TO SCALE

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WYE

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SEE PLAN FOR PIPE SIZE, TYPE AND ELEVATION

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EXTERIOR: FINISH GRADE SLOPED AWAY FROM CLEAN OUT (TYP.)

AutoCAD SHX Text THREADED PVC CLEAN OUT PLUG INSTALLED INSIDE D.I. SLEEVE AND COVER. CAST IRON BODY AND LID WITH BLACK FINISH, MARKED 'SEWER' OR 'CLEANOUT' UNIT SHALL BE NEENAH INSPECTION FRAME, SOLID LID (R-1970 TO R-1977 SERIES, SIZED TO FIT CLEANOUT)

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PVC RISER

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45° PVC BEND

AutoCAD SHX Text COMPACTED " CRUSHED 34" CRUSHED STONE. 12" MIN. AROUND RISER TO POINT WHERE RISER BECOMES VERTICAL.

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CLEANOUT DETAIL

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SCALE: NOT TO SCALE

AutoCAD SHX Text C-1

AutoCAD SHX Text INTERIOR: SET LID ±3"BELOW F.F.E. (SEE AGGREGATE FLOOR SECTION DETAIL, SHEET S-1)

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 1/4"

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

SCALE LEGEND

No. 11164

PROFESS IONAL ENGIN

L IC ENS ED

WATT

12/22 /2022

AutoCAD SHX Text SILL BEAM @ STALLS (TYP.) 8"x8"± OR 2"x8" CURB BOARDS

AutoCAD SHX Text

(2) 2"x3 "12"

AutoCAD SHX Text 7 "x7 " POST (TYP.)12"x7 " POST (TYP.)12" POST (TYP.)

AutoCAD SHX Text 2"x12" RIM BOARD

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SHOP

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PINK GRANITE SILLS TO REMAIN (TYP)

AutoCAD SHX Text 8"x8" EXTERIOR POSTS (TYP.)

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NO WORK IN THIS AREA

AutoCAD SHX Text POSTS SUPPORTING UPPER MEZZANINE AND LOFT EXTEND DOWN AND ARE SUPPORTED IN THE CRAWLSPACE. EXISTING BRICK PIERS AND STONE FOOTINGS SHALL BE REMOVED AND REPLACED WITH NEW FOOTINGS (SEE FRAMING PLANS AND DETAILS). TEMPORARY SUPPORT SHALL BE PROVIDED SO THAT POSTS ARE FULLY SUPPORTED DURING ALL PHASES OF CONSTRUCTION (TYP.)

AutoCAD SHX Text

GRAVEL RAMP TO BE REGRADED AND CURBING STONES RESET

AutoCAD SHX Text REMOVE EXISTING FLOOR AND FLOOR FRAMING IN HATCHED AREA. COMPLETELY REMOVE ANY DEBRIS OR STORED MATERIALS AND EXCESSIVE ORGANIC MATERIAL FROM THE CRAWLSPACE BENEATH. SEE DEMOLITION NOTES, THIS SHEET.

AutoCAD SHX Text

REMOVE AND REINSTALL CABINETRY AS NEEDED TO ACCOMMODATE WORK

AutoCAD SHX Text REMOVE LOWER PLANKS AT STALL PARTITIONS AND EXTERIOR WALLS AS NEEDED TO ACCOMMODATE FLOOR FRAMING REMOVAL. RESERVE BOARDS FOR REINSTALLATION OR REUSE IF IN GOOD CONDITION (TYP)

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EXISTING DECK AND RAMP TO REMAIN

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TACK

AutoCAD SHX Text TYPICAL WALL CONSTRUCTION: SIDING AND SHEATHING, 2"x3 " STUDS @ 12" O.C. WITH 2" 12" STUDS @ 12"± O.C. WITH 2"INTERIOR PLANK FINISH

AutoCAD SHX Text SUPERSTRUCTURE (POSTS, WALL STUDS, PARTITIONS, UPPER LEVEL FRAMING, ETC.) SHALL REMAIN (TYP). IF EXISTING DAMAGE, DETERIORATION OR OTHERWISE INADEQUATE FRAMING IS UNCOVERED THAT NEEDS REPAIR OR REPLACEMENT, NOTIFY THE GOVERNMENT AND CONTRACTING OFFICER.

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AutoCAD SHX Text S-0.0

AutoCAD SHX Text REMOVE ENTIRE EXISTING WOOD FLOOR FRAMING: MULTIPLE LAYERS OF DECKING, JOISTS AND BEAMS

AutoCAD SHX Text CUT POST MAX. 12" AFF (SEE DETAIL 8/S-2.0). PROVIDE FULL TEMPORARY SUPPORT FOR SUPERSTRUCTURE DURING CONSTRUCTION

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NO DEMOLITION ACTIVITY ON UPPER LEVELS (TYP)

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REMOVE BRICK PIERS AND STONE FOOTINGS (SEE BUILDING SECTION 1/S-2.0)

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INSPECT AND REPLACE EXISTING SILL PLATE AS NEEDED (SEE DETAILS ON S-2.0)

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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REPLACE WILDWOOD STABLES

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BARN FLOOR

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GENERAL NOTES & DEMOLITION PLAN

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AutoCAD SHX Text 60,018

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ACADIA NATIONAL PARK

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ACAD314760

AutoCAD SHX Text S-0

AutoCAD SHX Text 12/22/2022

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STAMP:

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DEMOLITION LEGEND

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STRUCTURES OR UTILITIES TO BE REMOVED

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WOOD FLOOR FRAMING SYSTEM TO BE REMOVED

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1. CONTRACTING OFFICER (C.O.) TO APPROVE LAYOUT PRIOR TO REMOVALS CONTRACTING OFFICER (C.O.) TO APPROVE LAYOUT PRIOR TO REMOVALS 2. FULLY STABILIZE AND SUPPORT EXISTING BARN STRUCTURE DURING DEMOLITION FULLY STABILIZE AND SUPPORT EXISTING BARN STRUCTURE DURING DEMOLITION ACTIVITIES. 3. DEMOLITION MAY BE PHASED. SUBMIT PHASING PLAN TO THE CONTRACTING DEMOLITION MAY BE PHASED. SUBMIT PHASING PLAN TO THE CONTRACTING OFFICE FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION. 4. CRAWLSPACE AREA SHALL BE THOROUGHLY PHOTODOCUMENTED FOR HISTORICAL CRAWLSPACE AREA SHALL BE THOROUGHLY PHOTODOCUMENTED FOR HISTORICAL RECORD PRIOR TO BACKFILLING AND NEW FLOOR CONSTRUCTION. SEE SECTION 013233 PHOTODOCUMENTATION. 5. REFER TO SPECIFICATIONS AND PLAN SHEET FOR SEDIMENTATION AND EROSION REFER TO SPECIFICATIONS AND PLAN SHEET FOR SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS. 6. CONTRACTING OFFICE WILL DESIGNATE SALVAGEABLE MATERIALS TO BE RETAINED CONTRACTING OFFICE 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. DISPOSE OF ORGANIC MATERIALS FROM CRAWLSPACE IN A MANNER AND LOCATION THAT IS IN ADHERENCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.

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DEMOLITION AND REMOVAL NOTES

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FIRST FLOOR DEMOLITION PLAN SCALE B

AutoCAD SHX Text S-0

AutoCAD SHX Text

BUILDING DEMOLITION SECTION SCALE B

S-0

U D

UD UD UD UD UD UD UD

U D

UD UD UD UD UD UD UD

ALINAST

ATE OF MAINE

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

12/22 /2022

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

INSTALL FLUSH WITH EXISTING GRANITE THRESHOLD

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MATCH OFFICE FFE, PROVIDE SMOOTH TRANSITION WITH THRESHOLD

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INSTALL FLUSH WITH EXISTING GRANITE THRESHOLD

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TRENCH DRAIN, SEE DETAIL 5/S-1

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TACK

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NEW CONCRETE FOOTINGS (TYP) SEE DETAIL 5/S-2

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NEW GRADE BEAM AND CURB FOR EXISTING PARTITION

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AutoCAD SHX Text S-2.0

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

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EXTEND DRAIN LINE TO EXISTING DRY WELL. SEE SITE PLAN, SHEET C-1

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3" PERF. UNDERDRAIN

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AutoCAD SHX Text S-2

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AutoCAD SHX Text S-2

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DOOR TO BE REPLACED BY GOVERNMENT (NOT IN CONTRACT, CONFIRM)

AutoCAD SHX Text DROP TOP OF CURB TO MATCH THRESHOLD ELEVATION AND ALLOW FOR FUNCTIONAL USE OF DOOR

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DEPTH: 6"

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DEPTH: 8"

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DEPTH: 10"

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DEPTH: 12"

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4" PVC (TYP)

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3" PERF. UNDERDRAIN

AutoCAD SHX Text C.O.

AutoCAD SHX Text INSTALL CLEANOUT AT END OF UNDERDRAIN (TYP). CAP OF CLEANOUT BELOW GRADE 3". SEE DETAIL SHEET C-1

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GRADE BEAM CONNECTION DETAIL 6/S-2

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AutoCAD SHX Text S-2

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AutoCAD SHX Text S-2

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AutoCAD SHX Text B

AutoCAD SHX Text C

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AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

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AutoCAD SHX Text C.O.

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STALL FINISH: COMPACTED GRAVEL FLOOR WITH RUBBER MATS SEE DETAIL 3/S-1

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RUBBER PAVERS SEE DETAIL 4/S-1

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TRENCH DRAIN SEE DETAIL 5/S-1

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TACK

AutoCAD SHX Text

SHOP

AutoCAD SHX Text

FLUSH TRANSITION (TYP)

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REGRADE EXISTING GRAVEL RAMP TO MEET GRANITE THRESHOLD FLUSH

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MATCH THRESHOLD

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SLOPE STALL FLOORS TOWARD CENTER AISLE, MIN 1% (TYP, UNO)

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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REPLACE WILDWOOD STABLES

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BARN FLOOR

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FOUNDATION, FINISH & GRADING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 60,018

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ACADIA NATIONAL PARK

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ACAD314760

AutoCAD SHX Text S-1

AutoCAD SHX Text 12/22/2022

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STAMP:

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NEW FOUNDATION

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INTERLOCKING RUBBER PAVERS

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HATCH LEGEND

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COMPACTED GRAVEL

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METAL PAVER RESTRAINT EDGING

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MATCH ADJACENT SURFACE, FLUSH

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1 " THICK INTERLOCKING 34" THICK INTERLOCKING RUBBER UNIT PAVERS, SET TIGHT

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1" LEVELING SAND

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6" COMPACTED TRAIL MIX/SURFACE AGGREGATE

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GEOTEXTILE SEPARATION LAYER, MIRAFI 160N OR EQUAL

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18" DRAINAGE COURSE/AGGREGATE BASE GRAVEL

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COBBLE STONE FILL, DEPTH VARIES

AutoCAD SHX Text

PREFABRICATED TRENCH DRAIN SYSTEM WITH SOLID COVER

AutoCAD SHX Text NOTES: 1. TRENCH DRAIN SYSTEM SHALL PROVIDE MINIMUM 0.5% SLOPE. SEE PLAN FOR INVERTS. TRENCH DRAIN SYSTEM SHALL PROVIDE MINIMUM 0.5% SLOPE. SEE PLAN FOR INVERTS. 2. PROVIDE H-20 LOAD RATED, SOLID REMOVABLE COVER ALONG EACH DRAIN. PROVIDE H-20 LOAD RATED, SOLID REMOVABLE COVER ALONG EACH DRAIN. 3. BASIS-OF-DESIGN: ACO KLASSIKDRAIN KS100 TRENCH DRAIN SYSTEM, CUSTOM COVER BASIS-OF-DESIGN: ACO KLASSIKDRAIN KS100 TRENCH DRAIN SYSTEM, CUSTOM COVER 4. INSTALL DRAIN IN STRICT ADHERENCE WITH MANUFACTURER INSTRUCTIONS. INSTALL DRAIN IN STRICT ADHERENCE WITH MANUFACTURER INSTRUCTIONS. 5. CONCRETE: 4000 PSI CONCRETE: 4000 PSI 6. SEE OTHER DETAILS FOR INFORMATION ON ADJACENT FLOOR SYSTEMS NOT SHOWN HERE.SEE OTHER DETAILS FOR INFORMATION ON ADJACENT FLOOR SYSTEMS NOT SHOWN HERE.

AutoCAD SHX Text

MIN. 4" BASE GRAVEL

AutoCAD SHX Text

CONCRETE BASE PER MANUFACTURER

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18" DRAINAGE COURSE

AutoCAD SHX Text MIN 10" STEEL SPIKES @ MAX 18" O.C. AND AT EACH END OF EDGING SECTION, OR PER MANUFACTURER

AutoCAD SHX Text

GOVERNMENT-SUPPLIED RUBBER STALL MATS

AutoCAD SHX Text

SEE TYPICAL GRAVEL FLOOR SECTION

AutoCAD SHX Text

FOUNDATION PLAN SCALE B

AutoCAD SHX Text S-1

AutoCAD SHX Text

FIRST FLOOR FINISH AND GRADING PLAN SCALE C

AutoCAD SHX Text S-1

AutoCAD SHX Text

TYPICAL GRAVEL FLOOR SECTION NOT TO SCALE

AutoCAD SHX Text S-1

AutoCAD SHX Text

TYPICAL PAVER SECTION NOT TO SCALE

AutoCAD SHX Text S-1

AutoCAD SHX Text

TRENCH DRAIN DETAIL NOT TO SCALE

S-1

No. 11164

PROFESS IONAL ENGIN

L IC EN S ED

WATT

12/22 /2022

AutoCAD SHX Text EX. 8"x8" POST

AutoCAD SHX Text EX. 6"x12" BEAM

AutoCAD SHX Text

EXISTING STRUCTURE TO REMAIN (TYP.)

AutoCAD SHX Text

INSPECT AND REPLACE SILL PLATE AS NEEDED

AutoCAD SHX Text

NEW FOOTING & PIER SEE DETAIL 5/S-2

AutoCAD SHX Text

REMOVE EXISTING WOOD FLOOR FRAMING

AutoCAD SHX Text REMOVE EXISTING BRICK PIER AND STONE FOOTINGS TO AT LEAST 12" BELOW BOTTOM OF NEW FOOTING (TYP)

AutoCAD SHX Text

NEW AGGREGATE FLOOR SURFACE

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8" X 16" GRADE BEAM SEE DETAILS 2, 6/S-2 AND FOUNDATION PLAN, S-1, FOR LOCATIONS

AutoCAD SHX Text

NEW CONCRETE CURB. SEE DETAIL 7/S-2

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EXISTING POST CONNECTION TO NEW PIER SEE DETAIL 8/S-2

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CONNECT POST TO GRADE BEAM. SEE DETAIL 6/S-2

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DRAINAGE PLANE AND WATERPROOFING. SEE DETAIL 7/S-2

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EXISTING SUBGRADE IN CRAWLSPACE (HEIGHT VARIES)

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COBBLE FILL UP TO DRAINAGE COURSE. SEE TYPICAL GRAVEL SECTION DETAIL 3/S-1

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EXISTING MORTARED STONE FOUNDATION TO REMAIN

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EXISTING GRADE

AutoCAD SHX Text NOTES 1. EXISTING FINISHES AND OTHER DETAILS NOT EXISTING FINISHES AND OTHER DETAILS NOT SHOWN HERE FOR CLARITY

AutoCAD SHX Text

3" PERFORATED UNDERDRAIN, CONNECT TO CENTER DRAIN LINE, SEE FOUNDATION PLAN, S-1

AutoCAD SHX Text MIN. 12" DRAINAGE COURSE, COBBLE FILL, OR CRUSHED STONE UNDER GRADE BEAMS AND FOOTINGS

AutoCAD SHX Text

1-2% TYP.

AutoCAD SHX Text

1-2% TYP.

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REPLACE CRAWLSPACE CASEMENT WINDOWS WITH FIXED UNITS (TYP OF 4) SEE DETAIL 9/S-2

AutoCAD SHX Text REMOVE AND REINSTALL STALL PARTITIONS AS NEEDED TO ACCOMMODATE WORK. MATCH EXISTING. SEE DETAIL 2 (TYP)

AutoCAD SHX Text B

AutoCAD SHX Text

2"X " 14" STEEL PLATE (TYP OF 2)

AutoCAD SHX Text

SILICONE AROUND PENETRATION IN PT PLYWOOD (TYP)

AutoCAD SHX Text

EXTEND #4 BARS INTO CURB WITH STD HOOK

AutoCAD SHX Text

SEE DETAIL 7, THIS SHEET, FOR CURB DETAILS NOT SHOWN HERE

AutoCAD SHX Text

8X8 POST

AutoCAD SHX Text

2X BLOCKING WITH SCREW PATTERN (AS NEEDED)

AutoCAD SHX Text IF POST BASE IS NOT SOLID FOR BOLT CONNECTION, INSTALL 2X BLOCKING BOTH SIDES, FASTEN TO BOTH SIDES, FASTEN TO , FASTEN TO POST AS SHOWN (SEE NOTE)

AutoCAD SHX Text

(2) " GALV. BOLTS, 58" GALV. BOLTS,WITH NUTS AND WASHERS

AutoCAD SHX Text

(2) 12" #4 ANCHOR BARS RUN THRU HOLES IN PLATES

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CONCRETE CURB

AutoCAD SHX Text NOTES: 1. IF USED, FASTEN 2X BLOCKING TO EXISTING POST WITH MIN. (11) "X5-1/8" RSS GRK IF USED, FASTEN 2X BLOCKING TO EXISTING POST WITH MIN. (11) "X5-1/8" RSS GRK 38"X5-1/8" RSS GRK STRUCTURAL SCREWS, 1-1/2" SPACING (TYP) 2. FRAMING, WATERPROOFING, FLASHING, PARITITION CURB, AND GRAVEL SECTIONS NOT FRAMING, WATERPROOFING, FLASHING, PARITITION CURB, AND GRAVEL SECTIONS NOT SHOWN HERE FOR CLARITY. SEE OTHER DETAILS

AutoCAD SHX Text A

AutoCAD SHX Text

SECTION A

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8X8 POST

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1 " COVER 12" COVER (TOP, SIDES)

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SECTION B

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3" COVER (BOTTOM)

AutoCAD SHX Text

(2) #4 CONT. BARS

AutoCAD SHX Text

12" COBBLE FILL UNDER GRADE BEAM

AutoCAD SHX Text

NEW AGGREGATE FLOOR, SEE TYP. CROSS SECTION

AutoCAD SHX Text

REINSTALL EXISTING STALL PARTITION FRAMING, FASTEN TO NEW SILL PLATE

AutoCAD SHX Text

NEW OR REUSED KICK BOARD ALONG STALL PARTITION (NOT PT) (TYP BOTH SIDES)

AutoCAD SHX Text

2X PT SILL PLATE

AutoCAD SHX Text

12" J-BOLT SILL ANCHORS @ 36" O.C.

AutoCAD SHX Text

#4 VERT. BARS W/ HOOK @ 36" O.C., ALT. DIR. OF HOOK IN GRADE BEAM

AutoCAD SHX Text

6" CONCRETE CURB OVER GRADE BEAM. HEIGHT AS NEEDED (16"±) FOR PARTITION SUPPORT

AutoCAD SHX Text

SEE GRADE BEAM DETAILS @ EXTERIOR WALL FOR INFORMATION NOT SHOWN HERE

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BOND-OUT FOR UNDERDRAIN (SEE FOUNDATION PLAN)

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SEE TYPICAL AGGREGATE FLOOR SECTION. 3/S-1

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14" CHAMFER ON CONCRETE CURB (TYP)

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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

AutoCAD SHX Text

TITLE OF SHEET

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REPLACE WILDWOOD STABLES

AutoCAD SHX Text

BARN FLOOR

AutoCAD SHX Text

BUILDING SECTIONS & DETAILS

AutoCAD SHX Text

AutoCAD SHX Text 60,018

AutoCAD SHX Text

ACADIA NATIONAL PARK

AutoCAD SHX Text

ACAD314760

AutoCAD SHX Text S-2

AutoCAD SHX Text 12/22/2022

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STAMP:

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%%UELEVATION A

AutoCAD SHX Text 4x8 HEMLOCK CURB BLOCK (NOT PT)

AutoCAD SHX Text

ANCHORS @ 18" O.C. & WITHIN 6" OF ENDS (MIN 2 EACH BOARD)

AutoCAD SHX Text REPLACE DAMAGED/ROTTEN SILL PLATE AS NEEDED. ASSUME ENTIRE SILL 13 ENTIRE SILL LENGTH FOR REPLACEMENT

AutoCAD SHX Text

14" CHAMFER

AutoCAD SHX Text 3"x3" SHELF

AutoCAD SHX Text

NEW AGGREGATE FLOOR, SEE TYP. CROSS SECTION SHEET S-1

AutoCAD SHX Text #4 @ 24" O.C.

AutoCAD SHX Text

#4 CONT. @ TOP & BOTTOM OF CURB

AutoCAD SHX Text

DRILL & SET IN EPOXY, 3" MIN. DEPTH

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EXISTING STONE FOUNDATION

AutoCAD SHX Text

34" PT PLYWOOD

AutoCAD SHX Text EXISTING WALL FRAMING & FINISHES TO REMAIN UNLESS REMOVAL NEEDED TO ACCOMMODATE WORK. REINSTALL OR REPLACE TO MATCH EXISTING

AutoCAD SHX Text

REINSTALL PLANK FINISH OVER FLASHING

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SEE POST CONNECTION DETAIL 8 THIS SHEET (PLATES NOT SHOWN HERE FOR CLARITY)

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14" CHAMFER (TYP)

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2"X2" SHELF (TYP. 4 SIDES)

AutoCAD SHX Text

SEE TYPICAL FLOOR SECTION SHEET S-1

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(4)#4 VERTICAL @ CORNERS STD. HOOK IN FOOTINGS

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(3)#3 TIES, EVENLY SPACED

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#4 @ 12" O.C.E.W. BOTTOM

AutoCAD SHX Text

#4 @ 18" O.C.E.W. TOP

AutoCAD SHX Text

SEE TYPICAL PAVER SECTION SHEET S-1

AutoCAD SHX Text

3" COVER (TYP.)

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GRADE BEAM SEE DETAILS 2 AND 6, THIS SHEET

AutoCAD SHX Text

COMPACTED SUBGRADE OR COBBLE FILL (SEE TYPICAL FLOOR SECTION)

AutoCAD SHX Text

EXISTING 8"X8" COLUMNS. CUT END UP TO SOUND WOOD, NO HIGHER THAN 12" ABOVE FFE

AutoCAD SHX Text

34" GALV. BOLTS, WITHNUTS AND WASHERS (TYP OF 6)

AutoCAD SHX Text

NEW HEMLOCK 8"X8" BLOCKING

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1" COMPOSITE PLASTIC STANDOFF POST BASE

AutoCAD SHX Text B

AutoCAD SHX Text A

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%%UELEVATION B

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SEE DETAIL 5/S-2 FOR PIER & FOOTING, REINFORCEMENT NOT SHOWN HERE FOR CLARITY

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FFE

AutoCAD SHX Text

1/2" X 6" X 36" A36 STEEL PLATE (TYP OF 3)

AutoCAD SHX Text

F1554 " THREADED 34" THREADEDROD WITH NUTS, EACH END, OR " BOLTS34" BOLTS

AutoCAD SHX Text MIN 12" DRAINAGE COURSE, COBBLE FILL OR CRUSHED STONE UNDER FOOTINGS AND GRADE BEAMS

AutoCAD SHX Text PT 2x4 INFILL FRAMING (MAX. 24" O.C.)

AutoCAD SHX Text

2X4 TOP PLATE (NOT PT)

AutoCAD SHX Text

#4 NOSE BAR

AutoCAD SHX Text

TROWEL GRADE LIQUID APPLIED URETHANE COATING

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BONDING AGENT ON CONCRETE

AutoCAD SHX Text B

AutoCAD SHX Text

EXISTING POST

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EXISTING WALL FRAMING WITH PLANK FINISH

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HEMLOCK CURB BLOCK, BOLTED TO CONCRETE CURB

AutoCAD SHX Text

NEW AGGREGATE FLOOR SYSTEM

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING WALL POST

AutoCAD SHX Text

NEW CONCRETE CURB WITH SHELF

AutoCAD SHX Text

TROWEL GRADE LIQUID APPLIED URETHANE COATING

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PT PLYWOOD

AutoCAD SHX Text

2X INFILL WALL FRAMING

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%%USECTION A

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%%USECTION B

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AISLE SIDE

AutoCAD SHX Text

STALL PARTITION SIDE

AutoCAD SHX Text

PAINT BACK OF PT PLYWOOD BLACK. EXTERIOR GRADE PAINT, MIN TWO COATS

AutoCAD SHX Text REPLACE EXISTING CASEMENT WINDOW WITH NEW FIXED, SINGLE PANE WOOD WINDOW TO MATCH EXISTING STYLE (SEE PHOTO). SCREW INTO NEW PT FRAMING WITH EXTERIOR GRADE FINISH SCREWS AND WASHERS. WINDOW ASSEMBLY MUST BE REMOVABLE FOR MAINTENANCE AND REPLACEMENT. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION

AutoCAD SHX Text

EXISTING CASEMENT WINDOW (TYPICAL OF 4)

AutoCAD SHX Text NOTE: 1. SEE OTHER DETAILS FOR INFORMATION NOT SHOWN HERE. SEE OTHER DETAILS FOR INFORMATION NOT SHOWN HERE. 2. SUBMIT PRODUCT INFORMATION, SHOP DRAWINGS AND SUBMIT PRODUCT INFORMATION, SHOP DRAWINGS AND MOCK-UP (IF REQUESTED) OF REPLACEMENT WINDOWS FOR APPROVAL PRIOR TO INSTALLATION

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SILICONE SEALANT AROUND PERIMETER OF FOUNDATION WINDOW OPENING

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STEEL PLATES ON THREE SIDES OF POSTS, ORIENTED AS SHOWN

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METAL FLASHING, EXTEND 12" UP WALL

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NEW CONCRETE CURB, BATTER TO EDGE OF STONE FOUNDATION

AutoCAD SHX Text CUT/FIT CURB BLOCK AROUND WALL POSTS OR BREAK AT STALL PARTITIONS. PROVIDE FLASHING/CAULKING AT WALL POSTS TO PROVIDE SIM. PROTECTION AS CURB SECTION

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RUN GRADE BEAM REINF. CONTINUOUS THROUGH FOOTINGS

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SEE TYPICAL PAVER SECTION, 4/S-1

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EXISTING GRANITE THRESHOLD WITH RAISED STONE FOUNDATION

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EXISTING STRUCTURE BEYOND

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AT GRANITE THRESHOLD, DROP TOP OF CURB TO ±3" BELOW F.F.E.

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BUMP-OUT CONCRETE CURB AT RAISED STONE FOUNDATION, MIN THICKNESS 5",

AutoCAD SHX Text MAINTAIN CONSISTENT BOTTOM OF CURB TO MATCH CURB ON EITHER SIDE, SET ON MIN 12" COBBLE FILL OR CRUSHED STONE

AutoCAD SHX Text CONT. HORIZ. REINF., VERT. REINF. MAY BE OMITTED AT GRANITE THRESHOLD LOCATIONS (TYP OF 2, APPROX. 10' LONG)

AutoCAD SHX Text

SMOOTH TRANSITION, PAVERS TO BUTT PAVERS TO BUTT UP DIRECTLY AGAINST THRESHOLD

AutoCAD SHX Text F.G.

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WATERPROOFING NOT NEEDED AT RAISED STONE FOUNDATION LOCATIONS

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(2) 2X6 PT SILL PLATE WITH NEW THRESHOLD TO MATCH

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ANCHORS @ 18" O.C. & WITHIN 6" OF ENDS (MIN 2 EACH BOARD)

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DROP TOP OF CURB TO ±3"BELOW F.F.E. (TOP OF SHELF)

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SEE TYPICAL AGGREGATE FLOOR SECTION

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SEE DETAIL 7 THIS SHEET FOR REINF.

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EXISTING WALL FRAMING BEYOND

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SEE DETAIL 7 THIS SHEET FOR WATERPROOFING

AutoCAD SHX Text EXTERIOR: INSTALL NEW PAINTED TRIM TO MATCH EXISTING. REINSTALL STONE STAIRS AS NEEDED TO ACCOMMODATE WORK

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INTERIOR: MATCH ADJACENT EXISTING F.F.E.

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WIDEN NEW CONCRETE CURB TO REPLACE WOOD FRAMED WALL UNDER MAN DOOR, AS SHOWN.

AutoCAD SHX Text GRADE BEAM, CURB AND SILL PLATE AT STALL PARTITIONS, SEE DETAILS 2 AND 6 THIS SHEET

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2X BLOCKING AS NEEDED

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EXTERIOR STRUCTURAL SCREWS

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BUILDING SECTION SCALE B

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GRADE BEAM DETAILS AT PARTITIONS NOT TO SCALE

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CONCRETE CURB AT GRANITE THRESHOLD NOT TO SCALE

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CONCRETE CURB AT MAN DOOR NOT TO SCALE

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NEW FOOTING AND PIER DETAIL NOT TO SCALE

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GRADE BEAM DETAILS AT EXTERIOR WALL NOT TO SCALE

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NEW CONCRETE CURB AND WATERPROOFING DETAILS NOT TO SCALE

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POST CONNECTION DETAIL NOT TO SCALE

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WINDOW REPLACEMENT DETAIL NOT TO SCALE

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Sheets and Views

COVER

PLOT

File details come from the government source that posted it. Updated Jun 5, 2023.