Revised Drawings_0001.pdf

PDF 11 MB Posted Apr 21, 2021

Attached to: Boardwalk Replacement Federal contract opportunity
Solicitation number: 140P6421R0013
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details of a federal contract solicitation for boardwalk replacement work at Indiana Dunes National Park. The National Park Service, Interior Regions 3, 4, and 5 Ohio Major Acquisition Buying Office is seeking proposals for labor, materials, tools, and equipment to remove an existing boardwalk and install a new floating boardwalk per the specifications. The solicitation number is 140P6421R0013 with a project magnitude between $250,000 and $500,000. A firm-fixed price contract is expected to be awarded in April/May 2021 to a prime contractor, with performance beginning in May 2021. Evaluation criteria are technical approach, past performance, and price. The NAICS code is 237990 for specialty trade contractors with a $39.5 million size standard, and the project is 100% set aside for small businesses. A pre-bid site visit is available, and offerors must have a DUNS number and be registered in SAM to be eligible for award. The point of contact is Craig D Bryant at the email provided.

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Other files for this federal contract opportunity

Other files attached to Boardwalk Replacement, newest first.
File	Type	Posted
Sol_140P6421R0013_Amd_0002.pdf	PDF	Apr 29, 2021
Questions and Answers - COR responses_0002.pdf	PDF	Apr 29, 2021
Revised Specifications - Boardwalk Replacement_0001.pdf	PDF	Apr 21, 2021
Revised Bid Schedule - Boardwalk Replacement_0001.xlsx	XLSX spreadsheet	Apr 21, 2021
Sol_140P6421R0013_Amd_0001.pdf	PDF	Apr 21, 2021
Questions and Answers_0001.pdf	PDF	Apr 21, 2021
Site Visit Attendee List_0001.pdf	PDF	Apr 21, 2021
Notice to Contractors.pdf	PDF	Mar 25, 2021
COVID-19 Mask Policy.pdf	PDF	Mar 25, 2021
Bid Schedule - Boardwalk Replacement.xlsx	XLSX spreadsheet	Mar 25, 2021
Bid Schedule - Boardwalk Replacement.pdf	PDF	Mar 25, 2021
Wage Determination.pdf	PDF	Mar 25, 2021
Technical Questionnaire.docx	DOCX document	Mar 25, 2021
Past Performance Questionnaire.docx	DOCX document	Mar 25, 2021
Drawings.pdf	PDF	Mar 25, 2021
Specifications - Boardwalk Replacement.pdf	PDF	Mar 25, 2021
Pictures.pdf	PDF	Mar 25, 2021
Sol_140P6421R0013.pdf	PDF	Mar 25, 2021
Technical Questionnaire.pdf	PDF	Mar 25, 2021
Past Performance Questionnaire.pdf	PDF	Mar 25, 2021

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STATE PARK

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INDIANA DUNES

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CALUMET RIVER

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DEEP

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MERRILLVILLE

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GARY

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LITTLE

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ELGIN JOLIET AND EASTERN R.R.

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RIVER

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PORTER CO.

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LAKE CO.

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PORTAGE

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SOUTH

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WEST BEACH

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DUNES

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OGDEN

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CHICAGO

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LAKE MICHIGAN

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BEND

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SHORE

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SOUTH

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AND

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CHESTERTON

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HQ.

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DUNE ACRES

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LA PORTE CO.

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PORTER CO.

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WESTVILLE &

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JOLIET

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CHESAPEAKE AND OHIO R.R.

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PENN CENTRAL R.R.

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CALUMET

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LITTLE

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RIVER

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ROOKERY

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HERON

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BEVERLY DR.

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BEVERLY SHORES

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PINHOOK

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BOG

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200 NORTH ROAD

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WOZNIAK

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ROAD

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BEND

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SOUTH

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SOUTH BEND

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MICHIGAN

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CITY

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JOLIET

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LA PORTE

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GRIFFITH

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INDIANA

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ILLINOIS

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CROWN

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POINT

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VALPARAISO

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GARY

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NATIONAL PARK

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INDIANA DUNES

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CHICAGO

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MICHIGAN

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CITY

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LAKE MICHIGAN

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INDIANA

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MICHIGAN

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SCALE OF MILES

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SCALE OF KILOMETERS

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INDIANA DUNES NATIONAL PARK

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INFORMATION CENTER

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PARK HEADQUARTERS

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VISITOR CENTER

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PARK BOUNDARY

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HQ.

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LEGEND

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RIVER

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COUNTY LINE

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STATE PARK

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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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PINHOOK BOG TRAIL

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PINHOOK BOG

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PORTER

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INDIANA

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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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NORTHWEST

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INDIANA

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CONSTRUCTION DRAWINGS

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QUALITY DESIGN CERTIFICATION

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REVISION

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PMIS - 233364

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PROJECT LOCATION

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INDIANA DUNES NATIONAL PARK

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MIDWEST

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MWR

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PROJECT AREA

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INDIANA DUNES NATIONAL PARK

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, REFERENCED STANDARDS AND SPECIFICATIONS, THE

SPECIFICATIONS CONTAINED IN THESE PLANS AND THE ARCHITECTURAL AND STRUCTURAL SPECIFICATIONS.

2. PROVIDE ALL SUBCONTRACTORS WITH ALL THE NECESSARY PLAN SHEETS AND INFORMATION APPLICABLE TO THEIR AREA OF

WORK.

3. INSURE THAT ALL REQUIRED COORDINATION IS DONE BEFORE BEGINNING ANY CONSTRUCTION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO OBTAIN ALL REQUIRED AUTHORIZATION FOR DEMOLITION FROM RESPONSIBLE AGENCIES AND FULLY

ACKNOWLEDGE PRIOR TO COMMENCING DEMOLITION WORK.

4. LOCATE AND VERIFY (HORIZONTALLY AND VERTICALLY) ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR NOTIFYING

THE AGENCIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR

CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN

UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ANY DELAY OR INCONVENIENCE OF THE

VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES.

6. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A

STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRADING SECTION, ESTABLISHED FOR THIS PROJECT, EXCEPT

WHERE SUCH EXCAVATIONS OR REMOVAL IS PROVIDED OR IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

7. ALL PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN

EXISTING AT THE CONTRACTORS EXPENSE.

8. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY WITH THE REQUIREMENTS, AND/OR TESTING

REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT DOCUMENTS.

9. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT

IMPLY TO COVER ALL MEANS AND METHODS OF CONSTRUCTION.

10. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP STANDARDS.

11. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL AND INTERNATIONAL CODES, REGULATIONS.

12. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE CONTRACTING OFFICER AND

ENGINEER'S ATTENTION AS SOON AS THE DISCREPANCY OR OMISSION IS FOUND.

13. IF DESIGN SPECIFICATION DISCREPANCIES ARE FOUND BETWEEN THESE PLANS AND ANY OTHER CONTRACT DOCUMENT, THE

SPECIFICATIONS REQUIREMENT SHALL BE USED.

14. ALL COMMUNICATION REQUESTING CLARIFICATION, DIRECTION AND OR REQUEST FOR INFORMATION (RFI) SHALL BE IN WRITTEN

FORM.

15. PROVIDE SHOP DRAWINGS TO THE DESIGN ENGINEER OF PRIOR TO ORDERING ANY OF THE EQUIPMENT OR STRUCTURES.

16. AFTER COMPLETION OF CONSTRUCTION, PERFORM SITE CLEANUP OPERATION TO REMOVE ALL TRASH, DEBRIS, EXCESS MATERIALS

AND EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW THE PROJECT SITE CLEAN FOR FINAL ACCEPTANCE.

17. DO NOT EXCAVATE, REMOVE OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS NOT

INCLUDED OR ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATIONS OR REMOVAL IS PROVIDED OR IN THE

CONTRACT, PLANS, OR SPECIFICATIONS.

18. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING AREAS DURING DEMOLITION OF THE EXISTING FACILITIES

AND CONSTRUCTION OF THE PROPOSED WORK.

CLEARING, DEMOLITION AND SITE PREPARATION:

1. PRIOR TO START OF ANY DEMOLITION ACTIVITIES, ALL EROSION CONTROL DEVICES SHALL BE INSTALLED.

2. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED, IN STRICT ACCORDANCE WITH LOCAL, AND CODE REGULATIONS.

3. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES AND

CONSTRUCTION OF THE PROPOSED WORK.

4. OBTAIN AUTHORIZATION BEFORE BEGINNING ANY DEMOLITION AND OR CONSTRUCTION.

5. REMOVE ENTIRE BOARDWALK SYSTEM AND BUILD BACK WITH SUPERDECK SYSTEM OR APPROVED EQUAL. SEE CONSTRUCTION SPECIFICATIONS.

6. DISPOSE OF ALL DEMOLISHED MATERIALS PROPERLY OFF SITE. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT

SURFACES AND AREAS OTHERWISE IS IN COORDINATION WITH THE INDIANA DUNES NATIONAL LAKESHORE ADMINISTRATION AND THE FIRE

DEPARTMENT.

GRADING NOTES:

1. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS

AND GRADE TO CROSS SECTIONS, LINES AND ELEVATIONS INDICATED. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND

NEW GRADES, CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES.

2. SITE GRADING: HAND GRADE AREAS AS NEEDED. KNOCK DOWN HIGH SPOTS AND FILL LOW SPOTS AS NEED TO ALLOW BOARDWALK TO SET FLAT AND

ON A STABLE SURFACE.

ENGINEERING NOTES

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8/14/2020 10:11:15 AM

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DATE:

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DESIGNED:

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TITLE OF SHEET

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PINHOOK BOG TRAIL

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BOARDWALK REPLACEMENT

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APM

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APM

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INDIANA DUNES NATIONAL PARK

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GENERAL NOTES

AutoCAD SHX Text EXISTING CONSTRUCTION 1. THE EXISTING INFORMATION SHOWN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED IN SO FAR AS BUILDING CONSTRUCTION AND THE EXISTING INFORMATION SHOWN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED IN SO FAR AS BUILDING CONSTRUCTION AND EXISTING CONDITIONS ARE CONCERNED. EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS AND SPECIFICATION ARE INTENDED FOR THE ASSISTANCE OF THE CONTRACTOR IN ACHIEVING THE END RESULTS. 2. MANY OF THE DIMENSIONS AND CONDITIONS NOTED ON THE DRAWINGS ARE BASED ON INFORMATION OBTAINED FROM THE ORIGINAL DRAWINGS AND MANY OF THE DIMENSIONS AND CONDITIONS NOTED ON THE DRAWINGS ARE BASED ON INFORMATION OBTAINED FROM THE ORIGINAL DRAWINGS AND MAY OR MAY NOT BE CORRECT. EXACT LOCATIONS, MEASUREMENTS, DISTANCES, LEVELS, ETC. WILL BE GOVERNED BY CONDITIONS AT THE JOB SITE. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WHICH AFFECT WORK TO BE PERFORMED AS PART OF THIS THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WHICH AFFECT WORK TO BE PERFORMED AS PART OF THIS PROJECT, PRIOR TO ANY NEW CONSTRUCTION OR MATERIAL FABRICATION. 4. ALL DIMENSIONS MUST BE FIELD VERIFIED AND SHOWN ON THE SHOP DRAWINGS OR ON A SEPARATE SUBMITTAL. ALL DIMENSIONS MUST BE FIELD VERIFIED AND SHOWN ON THE SHOP DRAWINGS OR ON A SEPARATE SUBMITTAL. 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION CHANGES WHICH ARE A RESULT OF EXISTING JOB SITE CONDITIONS, AND WHICH THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION CHANGES WHICH ARE A RESULT OF EXISTING JOB SITE CONDITIONS, AND WHICH ARE NOT ACCURATELY DOCUMENTED FOR THE OWNER IMMEDIATELY AFTER THE CONTRACTOR'S FIELD VERIFICATION EFFORTS. COORDINATION AND VERIFICATION 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK OR FABRICATING ANY STRUCTURAL MATERIALS. THE CONTRACTING THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK OR FABRICATING ANY STRUCTURAL MATERIALS. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DISCREPANCIES FOUND. GENERAL DESIGN CRITERIA 7. BUILDING CODE - 2018 INTERNATIONAL BUILDING CODE (IBC) BUILDING CODE - 2018 INTERNATIONAL BUILDING CODE (IBC) - 2018 INTERNATIONAL BUILDING CODE (IBC) 8. ALL FRAMES MUST MEET OR EXCEED INTERNATIONAL BUILDING CODE REQUIREMENTS OF 100PSF LOAD CAPACITY. ALL FRAMES MUST MEET OR EXCEED INTERNATIONAL BUILDING CODE REQUIREMENTS OF 100PSF LOAD CAPACITY. SPECIAL INSPECTIONS 9. THE CONTRACTOR SHALL INSURE CONFORMANCE WITH THE 2018 IBC. THE CONTRACTOR SHALL INSURE CONFORMANCE WITH THE 2018 IBC. 10. SPECIAL INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTING OFFICER REPRESENTATIVE. SPECIAL INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTING OFFICER REPRESENTATIVE.

1. DUE TO THE LIMITED ACCESS MATERIALS AND EQUIPMENT NEED TO BE MOVE TO THE SITE BY HAND.

2. NO TREES WILL BE REMOVED IN THIS PROJECT.

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ACCESS ROUTE

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2/8/2021 4:24 PM

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LOCATION MAP

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PARKING AREA FOR STAGING AND STORAGE PURPOSES.

NOTE:

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22.5°-BEND (3)

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22.5°-BEND (3)(TO BE REMOVE)

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REMOVE FENCE/GATE IN IT'S ENTIRETY.

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EXISTING WOOD DECKING (SEE NOTE NO.5 IN THIS DRAWING)

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LIMIT OF CONSTRUCTION 1-FT ON BOTH SIDES FROM THE DECKING EDGE

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TREES (TYP.)

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EXISTING SUPER DECKING (TYP.)

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DEMOLITION PLAN 1

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NOTES: 1. NO TRACKING OR STORAGE WITHIN WETLANDS AREAS WILL BE ALLOWED. NO TRACKING OR STORAGE WITHIN WETLANDS AREAS WILL BE ALLOWED. 2. LIMITS OF CONSTRUCTION 1-FOOT ON BOTH SIDES FROM THE EXISTING DECKING AND/OR AS SHOWN IN PLANS. LIMITS OF CONSTRUCTION 1-FOOT ON BOTH SIDES FROM THE EXISTING DECKING AND/OR AS SHOWN IN PLANS. 3. CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRIERS AND SIGNS AT THE CONSTRUCTION LIMITS TO DISCOURAGE CONTRACTOR SHALL PROVIDE CONSTRUCTION BARRIERS AND SIGNS AT THE CONSTRUCTION LIMITS TO DISCOURAGE VISITORS TO ACCESS THE CONSTRUCTION AREA. 4. EXISTING POST AND BOARDWAK DECKING LOCATIONS ARE ONLY FOR ILUSTRATION PURPOSES. EXISTING POST AND BOARDWAK DECKING LOCATIONS ARE ONLY FOR ILUSTRATION PURPOSES. CONTRACTOR NEED TO FIELD VERY THE EXACT LOCATION. 5. REMOVE ENTIRE DECK AND SUPPORTING STRUCTURE FOR THE ENTIRE LENGTH OF STRUCTURE. REMOVE ENTIRE DECK AND SUPPORTING STRUCTURE FOR THE ENTIRE LENGTH OF STRUCTURE. ONLY 95 LINEAR FEET OF DECKING WILL BE FLOATING (WITH FLOATS). THE REST OF THE TRAIL WILL BE ON GROUND (WITH NO FLOATS).

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MATCHLINE - SEE SHEET C04 FOR CONTINUATION

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PROPOSED 6' HEIGHT FENCE/GATE SEE DETAILS ON SHEET C08

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PROPOSED BOARDWALK (TYP.) (WITHOUT FLOAT)

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PROPOSED FLOATING BOARDWALK (FLOATING DECK) (10' X 7.5')

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SHEET

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TITLE OF SHEET

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PINHOOK BOG TRAIL

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BOARDWALK REPLACEMENT

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APM

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APM

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AutoCAD SHX Text 11/17/2020

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INDIANA DUNES NATIONAL PARK

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PINHOOK BOG TRAIL PLAN 1

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MATCHLINE - SEE SHEET C07 FOR CONTINUATION

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PROPOSED BOARDWALK (TYP.) (NON-FLOATING)

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LIMIT OF CONSTRUCTION 1-FT ON BOTH SIDES FROM THE DECKING EDGE

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45°-BEND

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45°-BEND

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45°-BEND

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45°-BEND

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END OF PROJECT

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SCALE:1"=10'

AutoCAD SHX Text E:\U\INDU\2020\20200514_Pinhook_Trail\DRAWINGS\Civil\C07 PINHOOK BOG TRAIL PLAN 2.dwg

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PROPOSED PINHOOK BOG TRAIL

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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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PINHOOK BOG TRAIL

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BOARDWALK REPLACEMENT

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AutoCAD SHX Text 173687

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APM

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APM

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AutoCAD SHX Text 11/17/2020

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INDIANA DUNES NATIONAL PARK

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PINHOOK BOG TRAIL PLAN 2

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MATCHLINE - SEE SHEET C06 FOR CONTINUATION

96" FACE TO FACE

2.02"

E T

I Z

POST

SECTION VIEW

BENDS

1 GRID PANEL (6 GA WELDED WIRE)

2 6" 16 GA SQUARE TUBING FRAME

3 GATE HINGES (MALE AND FEMALE)

4 LATCH STRIKER & RECEIVER

MATERIALS DESCRIPTION

SEE DETAIL A

A v a i l a b l e i n a n d

OPENING

2" 2"

SECTION VIEW

GRID WELDED OVER GATE FRAME

18"

1 6'HX8'W GRID PANEL

(6 GA WELDED WIRE)

2 GRID BAND BRACKET

MATERIALS DESCRIPTION

NOTES:

1. SEE DESIGN AND SPECIFICATIONS BY

MANUFACTURER.

2. POSTS AND FOOTINGS - 48" DEEP X 18" DIAM.

HYDRAULIC CONCRETE 2,500 PSI.

3. CONTRACTOR TO INCLUDE ALL GATE HARDWARE.

NOTES:

1. SEE DESIGN AND SPECIFICATIONS BY

MANUFACTURER.

2. POSTS AND FOOTINGS - 48" DEEP X 18" DIAM.

HYDRAULIC CONCRETE 2,500 PSI (FOUNDATIONS

SUBMERGED IN WATER).

3. CONTRACTOR TO INCLUDE ALL GATE HARDWARE.

4. 6" 16 GA SQUARE TUBING FRAME

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BY OTHERS)

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(PADLOCK

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GATE LEAF

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UPRIGHT

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DETAIL A: LOCKING SYSTEM

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POST

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SEE PICTURES NO. 3 &4 FOR GATE AND BOARDWALK DETAILS.

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AutoCAD SHX Text CONTRACTOR SHALL CONFIRM IN THE FIELD WITH CO, ALL GATE ANGLES AND FENCE LOCATION.

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PROPOSED BOARDWALK

AutoCAD SHX Text D:\2020\20200514_Pinhook_Trail\DRAWINGS\Civil\C08 FENCE DETAIL 1.dwg

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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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PINHOOK BOG TRAIL

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BOARDWALK REPLACEMENT

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AutoCAD SHX Text 173687

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APM

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APM

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AutoCAD SHX Text 11/17/2020

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INDIANA DUNES NATIONAL PARK

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FENCE DETAIL 1

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GRID PANEL 6' HIGH X 8' WIDE

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GRID SWING GATE 6' HIGH X 4' WIDE

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NOT TO SCALE

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NOT TO SCALE

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FENCE DETAILS

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NOT TO SCALE

Sheets and Views

C01 COVER SHEET

C02 GENERAL NOTES

C03 LOCATION MAP

C04 DEMOLITION PLAN 1

C05 DEMOLITION PLAN 2

C06 PINHOOK BOG TRAIL PLAN 1

C07 PINHOOK BOG TRAIL PLAN 2

C08 FENCE DETAIL 1

C07 PINHOOK BOG TRAIL PLAN 2-07.pdf

Sheets and Views

C06 PINHOOK BOG TRAIL PLAN 1-06.pdf

Sheets and Views

C05 DEMOLITION PLAN 2-05.pdf

Sheets and Views

C04 DEMOLITION PLAN 1-04.pdf

Sheets and Views

File details come from the government source that posted it. Updated Apr 21, 2021.