Attachment_2_-_Drawings_revised_3_2_22_0002.pdf

PDF 5 MB Posted Mar 3, 2022

Attached to: OLD NORTH CHURCH CRYPT RESTORATION
Solicitation number: 140P2122R0004
Issued by: Department of the Interior National Park Service

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes architectural drawings and specifications for the OLD NORTH CHURCH CRYPT RESTORATION project located in Boston, Massachusetts. The project involves renovations and repairs to the crypt area below the Old North Church including demolition work, structural stabilization, site drainage improvements, and life safety upgrades. The drawings depict demolition plans, floor plans, sections, elevations, structural details, mechanical and electrical plans, and historical stabilization requirements. The related federal contract opportunity is solicitation number 140P2122R0004 for the OLD NORTH CHURCH CRYPT RESTORATION project managed by the National Park Service within the Department of the Interior. The base bid is due by April 9, 2021 for renovations at 193 Salem Street in Boston.

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Other files

File	Type	Posted
Sol_140P2122R0004_Amd_0002.pdf	PDF	Mar 3, 2022
RFI_Responses_for_Old_North_Church_Crypt_Restoration_0002.pdf	PDF	Mar 3, 2022
Solicitation_Sections_A-M_Old_North_Church__0002.pdf	PDF	Mar 3, 2022
Attachment_4_-_Detailed_Cost_Proposal_0002.xlsx	XLSX spreadsheet	Mar 3, 2022
Attachment_1_-_Specificatons_04-09-2021_Rev_03-02-2022_0002.pdf	PDF	Mar 3, 2022
Sign_In_Sheet_0001.pdf	PDF	Feb 28, 2022
Sol_140P2122R0004_Amd_0001.pdf	PDF	Feb 28, 2022
Sol_140P2122R0004.pdf	PDF	Feb 9, 2022
Attachment_3__Past_Performance_Questionnaire.pdf	PDF	Feb 9, 2022
Attachment_7_-_Vaccination_Certification_Notification_Template_(1).pdf	PDF	Feb 9, 2022
Attachment_5__General_Decision_Number_Decision_Number_MA20220001.pdf	PDF	Feb 9, 2022
Attachment_6__SF24_Bid_Bond.pdf	PDF	Feb 9, 2022
Attachment_4__Detailed_Cost_Proposal_01-12-22.xlsx	XLSX spreadsheet	Feb 9, 2022
Attachment_10__Archaeolofical_Survey.pdf	PDF	Feb 9, 2022
Attachment_1__Specificatons_04-09-2021_Rev_12-01-2021.pdf	PDF	Feb 9, 2022
Attachment_2__Drawings.pdf	PDF	Feb 9, 2022
Attachment_8_-_Vaccination_Certification_Notification_Template_(2).pdf	PDF	Feb 9, 2022
Attachment_9__Old_North_Crypt_Conditions_Survey.pdf	PDF	Feb 9, 2022

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CHURCH

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OLD NORTH

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TILESTON ST.

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PAUL REVERE

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DORCHESTER

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HALL

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HEIGHTS

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DORCHESTER

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DEVONSHIRE ST.

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MILK STREET

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WASHINGTON

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OLD SOUTH

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MEETING

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HOUSE

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WATER ST.

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COURT SQUARE

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OLD STATE

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STREET

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HOUSE

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COURT STREET

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CONGRESS STREET

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STATE STREET

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TELEGRAPH ST.

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HEIGHTS

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OLD HARBOR

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CENTER AREA

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& GOVERNMENT

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DORCHESTER STREET

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MEETING HOUSE

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OLD SOUTH

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THOMAS PARK

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STREET

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W.BROADWAY ST.

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MAIN ST.

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GATE 1

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PIER

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HOOSAC

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HQ.

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MONUMENT

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BUNKER HILL

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GATE 4

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FIRST AVE.

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N. BENNET STREET

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& OLD NORTH CHURCH

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PAUL REVERE'S HOUSE

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FANEUIL

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NAVY YARD

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CHARLESTOWN

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MUSEUM

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USS CONSTITUTION

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BOSTON INNER HARBOR

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PARMENTER

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HANOVER STREET

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& GOVERNMENT

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CENTER AREA

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FANEUIL HALL

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ST.

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HOUSE

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PRINCE STREET

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SALEM ST.

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MUSEUM

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SALEM ST.

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SEXTON'S

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HOUSE

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NORTH

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CHARLES

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CAMBRIDGE

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PARK

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HISTORICAL

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NATIONAL

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BOSTON

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HEIGHTS

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TO DORCHESTER

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STREET

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STATE

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STREET

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WASHINGTON

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ESSEX

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OLD STATE

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BEACON STREET

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HILL

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BEACON

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OLD SOUTH

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MEETING

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TUNNELS

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RUTHERFORD

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MAIN STREET

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BUNKER HILL

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NORTH

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FANEUIL

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HALL

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END

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CHURCH

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OLD NORTH

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AVENUE

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HOUSE

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PAUL REVERE

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NAVY YARD

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CHARLESTOWN

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CHARLESTOWN

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BOSTON

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EAST

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BOSTON NATIONAL HISTORICAL PARK

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SCALE OF METERS

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SCALE OF FEET

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SCALE OF FEET

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HQ.

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LEGEND

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PARK HEADQUARTERS

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HISTORICAL PARK BOUNDARY

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VISITOR CENTER

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MASSACHUSETTS

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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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SUFFOLK

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MASSACHUSETTS

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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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OLD NORTH CHURCH CRYPT RESTORATION

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193 SALEM STREET, BOSTON, MA

AutoCAD SHX Text OLD NORTH CHURCH CRYPT RESTORATION BASE BID PMIS# BOST 232488 DATE: APRIL 9, 2021

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QUALITY DESIGN CERTIFICATION

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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

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REVISION

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A/E FIRM - A/E CONTRACT NUMBER

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PRIME/ARCH:

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ELKUS MANFREDI

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BOSTON, MASS

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STRUCTURAL:

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SILMAN

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BOSTON, MASS

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CIVIL:

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NITSCH

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BOSTON, MASS

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CODE CONSULTANT:

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JENSEN HUGHES

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BOSTON, MASS

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MEPFP:

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VANDERWEIL

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BOSTON, MASS

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BOSTON NATIONAL HISTORICAL PARK

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NORTHEAST

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BOSTON

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HISTORICAL:

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BCA, INC.

NEWTON, MASS

Number

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COVER

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DRAWING LIST

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DA101

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DEMOLITION FLOOR PLAN - CHURCH - BASEMENT LEVEL

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SITE DRAINAGE PLAN

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FLOOR PLAN - CHURCH - BASEMENT LEVEL

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EXTERIOR RAMP SECTIONS AND ELEVATIONS

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BASEMENT FLOOR PLAN

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GENERAL NOTES AND TYPICAL DETAILS

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HS101

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STABILIZATION DRAWING CRYPT WALL - EXTERIOR

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CLOUGH

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HOUSE

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WASHINGTON

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COURTYARD

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THE THIRD

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LANTERN GARDEN

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WAR MEMORIAL

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SALEM STREET

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UNITY STREET

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VICINITY PLAN

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CHURCH

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GIFT SHOP

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ST. FRANCIS

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COURTYARD

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18TH CENTURY

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GARDENS

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BIGELOW COURTYARD

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WASHINGTON

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MEMORIAL

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GARDEN

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PARISH HOUSE

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HS102

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STABILIZATION DRAWING CRYPT WALL - INTERIOR

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INTERIOR ELEVATIONS

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ENLARGED PLAN/ELEVATIONS AT COLUMBARIUM STAIR

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HVAC LEGEND

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HVAC DETAILS AND SCHEDULES

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HVAC CONTROLS

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ELECTRICAL LEGEND AND GENERAL NOTES

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ELECTRICAL NEW WORK PLAN

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HVAC NEW WORK PLAN - BASEMENT LEVEL

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HS103

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STABILIZATION DOOR SCHEDULE

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BASEMENT LEVEL - LIFE SAFETY PLAN

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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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TITLE OF SHEET

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BOSTON NATIONAL HISTORICAL PARK

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OLD NORTH CHURCH

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SUB SHEET NO.

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A/E FIRM

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DATE:

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TECH. REVIEW:

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DESIGNED:

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PRIME:

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SUBCONTRACTOR

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DRAWING LIST

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ELKUS MANFREDI

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BOSTON, MASS

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XXX

BOSTON, MASS

NOTES:

BWSC "DON'T DUMP" PLAQUE

PLAN

SECTION A-A

SECTION B-B

B B

NO. 9999 5503

24" AREA DRAIN STANDARD TRENCH DETAIL FOR UTILITY PIPE

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METAL HAND RAIL

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BRICK

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STAIR

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BRICK

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BRICK

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BRICK

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BRICK

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TICKET

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BOOTH

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BRICK WATER TABLE

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STONE WATER TABLE

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BENCH

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BENCH

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CURB

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BRICK WALK

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BRICK WALL

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RAMP UP 9.93%

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AutoCAD SHX Text -6'-9"

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NEW TRENCH DRAIN

AutoCAD SHX Text NYLOPLAST 24" DIAMETER AREA DRAIN WITH PERFORATIONS AND SURROUNDED IN CRUSHED STONE. ADJUST LOCATION AS REQUIRED TO NOT INTERFERE WITH EXISTING BUILDING FOOTING ASSUMED TO BE 3' FROM FACE OF BUILDING. CONFIRM RIM ELEVATION WITH ARCHITECTURAL PLANS DOME RIM ELEVATION=28.5±INVERT IN FROM TRENCH=26.5

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PROTECT OVERHEAD WIRES IN PLACE (TYPICAL)

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4" GRAVITY STORM SEWER PIPE SDR 35 POLYVINYL CHLORIDE PIPE

AutoCAD SHX Text ACO KLASSIKDRAIN K-100 WITH TYPE 438D/437D GALVANIZED STEEL LONGITUDINAL ADA GRATE. COORDINATE "DON'T DUMP" PLAQUE INSTALLATION LOCATION WITH ARCHITECT. CONFIRM RIM ELEVATION WITH ARCHITECT RIM ELEVATION=29.0±INVERT IN FROM TRENCH=27.0

AutoCAD SHX Text REMOVE & DISPOSE OF EXISTING DRYWELL COVER. FILL DRYWELL WITH GRAVEL BORROW IN 12" LIFTS AND COMPACT TO 95%. REGRADE AREA TO SLOPE AWAY FROM RAMP AS REQUIRED

AutoCAD SHX Text WALL/CURB AT GRADE CHANGE. REFER TO ARCHITECTURAL PLANS FOR DESIGN AND ELEVATIONS

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SITE DRAINAGE PLAN

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DMD

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DMD

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AAG

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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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TITLE OF SHEET

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BOSTON NATIONAL HISTORICAL PARK

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OLD NORTH CHURCH

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SUB SHEET NO.

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A/E FIRM

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DATE:

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TECH. REVIEW:

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DESIGNED:

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PRIME:

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SUBCONTRACTOR

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ELKUS MANFREDI

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BOSTON, MASS

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NITSCH ENGIN.

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BOSTON, MASS

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%%U SITE DRAINAGE PLAN

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1. TOPOGRAPHIC DATA, PROPERTY LINE INFORMATION, AND EXISTING SITE FEATURES WERE OBTAINED FROM A PLAN ENTITLED "EXISTING CONDITIONS SURVEY, OLD TOPOGRAPHIC DATA, PROPERTY LINE INFORMATION, AND EXISTING SITE FEATURES WERE OBTAINED FROM A PLAN ENTITLED "EXISTING CONDITIONS SURVEY, OLD NORTH CHURCH, 178 SALEM STREET, BOSTON, MA 02113", PREPARED BY NITSCH ENGINEERING, DATED 12/7/2018. 2. THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY UTILITY CONNECTIONS OR CROSSINGS OF PROPOSED UTILITIES AND EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES RELATIVE TO THE LOCATIONS AND ELEVATIONS OF THEIR LINES. THE CONTRACTOR SHALL KEEP A RECORD OF ANY DISCREPANCIES OR CHANGES IN THE LOCATIONS OF ANY UTILITIES SHOWN OR ENCOUNTERED DURING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO NITSCH ENGINEERING. 3. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82, SECTION 40, AS AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82, SECTION 40, AS AMENDED, WHICH STATES THAT NO ONE MAY EXCAVATE IN THE COMMONWEALTH OF MASSACHUSETTS EXCEPT IN AN EMERGENCY WITHOUT 72 HOURS NOTICE, EXCLUSIVE OF SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, TO NATURAL GAS PIPELINE COMPANIES, AND MUNICIPAL UTILITY DEPARTMENTS THAT SUPPLY GAS, ELECTRICITY, TELEPHONE, OR CABLE TELEVISION SERVICE IN OR TO THE CITY OR TOWN WHERE THE EXCAVATION IS TO BE MADE. THE CONTRACTOR SHALL CALL "DIG SAFE" AT 1-888-DIG-SAFE. 4. THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82A, ALSO REFERRED TO AS JACKIE'S LAW, AS DETAILED IN SECTION 520 THE CONTRACTOR SHALL COMPLY WITH MASSACHUSETTS GENERAL LAWS CHAPTER 82A, ALSO REFERRED TO AS JACKIE'S LAW, AS DETAILED IN SECTION 520 CMR 14.00 OF THE CODE OF MASSACHUSETTS REGULATIONS. 5. ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF PERMITS BY, THE CITY OF BOSTON. IT SHALL BE THE RESPONSIBILITY OF ALL UTILITY CONNECTIONS ARE SUBJECT TO THE APPROVAL OF, AND GRANTING OF PERMITS BY, THE CITY OF BOSTON. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SEE THAT ALL PERMITS AND APPROVALS ARE OBTAINED BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS FOR AND FOR PERFORMING ANY NECESSARY WORK INVOLVED IN CONNECTION WITH THE DISCONTINUANCE OF ANY UTILITIES OR WITHIN THE JURISDICTION OF ANY UTILITY COMPANIES, SUCH AS ELECTRICITY, TELEPHONE, WATER, GAS, AND ANY SYSTEM OR SYSTEMS WHICH WILL BE AFFECTED BY THE WORK TO BE PERFORMED UNDER THIS CONTRACT. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES, DEPARTMENTS, AND UTILITY COMPANIES, IN WRITING, AT LEAST 48 HOURS AND NOT MORE THAN 30 DAYS PRIOR TO ANY CONSTRUCTION. CONSTRUCTION SHALL NOT INTERFERE WITH OR INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION. 6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS AND SAFETY CODES IN THE CONSTRUCTION OF ALL IMPROVEMENTS. 7. THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, GRADING, SIDEWALKS AND SITE DETAILS OUTSIDE OF THE LIMITS OF WORK THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT ALL WALKS, GRADING, SIDEWALKS AND SITE DETAILS OUTSIDE OF THE LIMITS OF WORK AS SHOWN ON THE DRAWINGS AND SHALL REPAIR AND REPLACE OR OTHERWISE MAKE GOOD AS DIRECTED BY THE ENGINEER OR CONTRACTING OFFICER'S REPRESENTATIVE (COR) ANY SUCH OR OTHER DAMAGE SO CAUSED. 8. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRIS FOUND THEREON. STORAGE OF SUCH MATERIALS ON THE PROJECT SITE WILL NOT THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL RUBBISH AND DEBRIS FOUND THEREON. STORAGE OF SUCH MATERIALS ON THE PROJECT SITE WILL NOT BE PERMITTED. THE CONTRACTOR SHALL LEAVE THE SITE IN SAFE, CLEAN, AND LEVEL CONDITION UPON COMPLETION OF THE SITE CLEARANCE WORK. 9. FOR RAMP AND MODIFIED SURFACE LAYOUT, GRADING, MATERIALS, AND DETAILS SEE ARCHITECTURAL DRAWINGS. FOR RAMP AND MODIFIED SURFACE LAYOUT, GRADING, MATERIALS, AND DETAILS SEE ARCHITECTURAL DRAWINGS. 10. FOR STRUCTURAL DETAILS AND INFORMATION SEE STRUCTURAL DRAWINGS. FOR STRUCTURAL DETAILS AND INFORMATION SEE STRUCTURAL DRAWINGS. 11. ELEVATIONS REFER TO BOSTON CITY BASE (BCB). ELEVATIONS REFER TO BOSTON CITY BASE (BCB). 12. CONSTRUCTION SHALL NOT INTERFERE WITH OR INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION. CONSTRUCTION SHALL NOT INTERFERE WITH OR INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION. SHALL NOT INTERFERE WITH OR INTERRUPT UTILITIES WHICH ARE TO REMAIN IN OPERATION. 13. ALL DRAIN WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS AND STANDARD SPECIFICATIONS OF THE BOSTON WATER AND SEWER COMMISSION. ALL DRAIN WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS AND STANDARD SPECIFICATIONS OF THE BOSTON WATER AND SEWER COMMISSION. 14. UTILITY STRUCTURES TO BE ABANDONED SHALL BE REMOVED TO A DEPTH OF NO LESS THAN 3 FEET BELOW FINISHED GRADE, THE BOTTOMS OF THE UTILITY STRUCTURES TO BE ABANDONED SHALL BE REMOVED TO A DEPTH OF NO LESS THAN 3 FEET BELOW FINISHED GRADE, THE BOTTOMS OF THE STRUCTURES SHALL BE BROKEN AND THE STRUCTURES SHALL BE BACKFILLED WITH GRAVEL BORROW AND COMPACTED. 15. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THE EXISTING DRYWELL. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES EXCEPT THE EXISTING DRYWELL. 16. ALL ON-SITE UTILITIES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. ALL ON-SITE UTILITIES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED. 17. ALL GRATES IN WALKWAYS SHALL BE ADA COMPLIANT. ALL GRATES IN WALKWAYS SHALL BE ADA COMPLIANT. 18. CONTRACTOR SHALL GET APPROVAL FROM AND NOTIFY ENGINEER, CONTRACTING OFFICER'S REPRESENTATIVE (COR), AND ALL OTHER AFFECTED PARTIES IF ANY CONTRACTOR SHALL GET APPROVAL FROM AND NOTIFY ENGINEER, CONTRACTING OFFICER'S REPRESENTATIVE (COR), AND ALL OTHER AFFECTED PARTIES IF ANY TEMPORARY UTILITY POWER, OR OTHER SERVICE OUTAGES ARE TO OCCUR.

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NOT TO SCALE

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NOT TO SCALE

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NOTE: DRAIN BASIN SHALL BE NYLOPLAST 24" DIAMETER PERFORATED DRAIN

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LAWN

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STANDARD 24" NYLOPLAST COVER 2499CGD

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24" DRAIN

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1-1/2" CRUSHED STONE WITHIN LIMITS SHOWN ON PLAN WITH 12" DEEP BASE

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ROADS, ROAD SHOULDERS, PARKING

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NOT TO SCALE

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LANDSCAPED AREAS

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AREAS, DRIVEWAYS, WALKWAYS

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LOAM & SEED (SEE MAT. SPECS)

AutoCAD SHX Text SHEETING (IF REQUIRED) TO BE CUT OFF AND LEFT IN PLACE A MIN. OF 3 FT. BELOW FINISH GRADE OR 1.5 FT. ABOVE TOP OF PIPE (WHICH EVER IS HIGHER)

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DRAIN OR SEWER PIPE (SEE MATERIAL SPECS.)

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GRAVEL BORROW COMPACTED TO 95% MAX. DENSITY (MDOT M1.03.0 "TYPE B")

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COMPACTED SUBBASE

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MID DIAMETER

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GRAVEL BORROW (MDOT M1.03.0 "TYPE B")

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SAWCUT

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EXISTING PAVEMENT

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BIT. CONC. PVMT. OR PATCH (SEE MATERIAL SPECS.)

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FINISH GRADE

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SUITABLE BACKFILL MATERIAL

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MTW=MAXIMUM TRENCH WIDTH TO 12" ABOVE PIPE. MTW=PIPE DIAM.+2FT. MAX.

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INV=26.5

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BOTTOM OF DRAIN ELEVATION=24.5

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jocampo Typewritten Text

NIC

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

MECH PIT

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

CRYPT AREA: 428 SF

AutoCAD SHX Text

CRYPT AREA: 865 SF

AutoCAD SHX Text

CRYPT AREA: 635 SF

AutoCAD SHX Text

DEMOLISH EXISTING DOUBLE DOOR

AutoCAD SHX Text

DEMOLISH TWO EXISTING STEPS

AutoCAD SHX Text

REMOVE EXISTING SAFE

AutoCAD SHX Text

DEMOLISH EXISTING EXTERIOR DOOR

AutoCAD SHX Text E

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

EXISTING FIRE SUPPRESSION SYSTEM

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

VIF

AutoCAD SHX Text 6'-2"

AutoCAD SHX Text

VIF

AutoCAD SHX Text

DEMOLISH PORTION OF EXISTING SLAB

AutoCAD SHX Text

EXISTING SLAB TO REMAIN

AutoCAD SHX Text

EXISTING SLAB TO REMAIN

AutoCAD SHX Text

EXISTING SLAB TO REMAIN

AutoCAD SHX Text

EXISTING SLAB TO REMAIN

AutoCAD SHX Text

EXISTING SLAB TO REMAIN

AutoCAD SHX Text

DEMOLISH EXISTING CONCRETE CURB

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

DEMOLITION FLOOR

AutoCAD SHX Text

PLAN-CHURCH

AutoCAD SHX Text

BASEMENT LEVEL

AutoCAD SHX Text

DA101

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 144218

AutoCAD SHX Text

BOSTON NATIONAL HISTORICAL PARK

AutoCAD SHX Text

OLD NORTH CHURCH

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUBCONTRACTOR

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

%%U DEMOLITION FLOOR PLAN-CHURCH-BASEMENT LEVEL

AutoCAD SHX Text

DA101

AutoCAD SHX Text

ELKUS MANFREDI

AutoCAD SHX Text

BOSTON, MASS

AutoCAD SHX Text

XXX

AutoCAD SHX Text

BOSTON, MASS

jocampo Line jocampo Line jocampo Line jocampo Line jocampo Typewritten Text

NIC

jocampo

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

BIGELOW COURTYARD EXIT 1 DOOR WIDTH=34"

AutoCAD SHX Text

EXIT 2 DOOR WIDTH=24"

AutoCAD SHX Text 60'

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 144218

AutoCAD SHX Text

BOSTON NATIONAL HISTORICAL PARK

AutoCAD SHX Text

OLD NORTH CHURCH

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUBCONTRACTOR

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

%%U BASEMENT LEVEL LIFE SAFETY PLAN

AutoCAD SHX Text A051

AutoCAD SHX Text

BASEMENT LEVEL

AutoCAD SHX Text

LIFE SAFTEY PLAN

AutoCAD SHX Text

AutoCAD SHX Text A051

AutoCAD SHX Text

ELKUS MANFREDI

AutoCAD SHX Text

BOSTON, MASS

AutoCAD SHX Text

XXX

UNABLE TO ACCESS

AutoCAD SHX Text

VERIFY ELEVATION IN FIELD, EXISTING CONCRETE SLAB TO REMAIN

AutoCAD SHX Text

PATCH AND MATCH EXISTING BRICKS AS NECESSARY

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

MECH PIT

AutoCAD SHX Text

UNABLE TO ACCESS

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

AutoCAD SHX Text A201

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text -6'-9"

AutoCAD SHX Text -7'-9"

AutoCAD SHX Text -6'-9"

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

EXISTING FIRE SUPPRESSION SYSTEM

AutoCAD SHX Text

RAMP DOWN 5%

AutoCAD SHX Text 17'-7"

AutoCAD SHX Text 4'-10"

AutoCAD SHX Text

BRICK PIER AND EXPOSED FOOTING, TYP.

AutoCAD SHX Text -6'-9"

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

DOOR NUMBER

AutoCAD SHX Text

TO ROOM: NAME

AutoCAD SHX Text

TO ROOM: NUMBER

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

QTY

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

THK.

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

THK.

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

FRAME

AutoCAD SHX Text

FIRE

AutoCAD SHX Text

RATING

AutoCAD SHX Text

HDWR

AutoCAD SHX Text

SET

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

AutoCAD SHX Text 2'-10"/1'-4"

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

STAIN

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

STAIN

AutoCAD SHX Text

HW-1

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text 6'-8"

AutoCAD SHX Text

FLOOR PLAN-CHURCH

AutoCAD SHX Text

BASEMENT LEVEL

AutoCAD SHX Text

AutoCAD SHX Text A101

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 144218

AutoCAD SHX Text

BOSTON NATIONAL HISTORICAL PARK

AutoCAD SHX Text

OLD NORTH CHURCH

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUBCONTRACTOR

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

%%U FLOOR PLAN-CHURCH-BASEMENT LEVEL

AutoCAD SHX Text A101

AutoCAD SHX Text

ELKUS MANFREDI

AutoCAD SHX Text

BOSTON, MASS

AutoCAD SHX Text

XXX

AutoCAD SHX Text

BOSTON, MASS

jocampo Line jocampo Line jocampo Line jocampo Line jocampo Typewritten Text

NIC

jocampo Typewritten Text

NIC

jocampo Line jocampo Line jocampo

INTERIOR

AutoCAD SHX Text

EXTERIOR

AutoCAD SHX Text

REFER TO STRUCTURAL DWGS FOR FURTHER INFORMATION

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

POWDER COATED BLACK METAL HANDRAIL

AutoCAD SHX Text MEDIUM BROOM FINISH CONCRETE W/INTEGRAL COLOR TO BE CHROMIX P C-284 LANDMARKS GRAY

AutoCAD SHX Text

NEW CONCRETE CURB

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text B

AutoCAD SHX Text NEW CUSTOM VERTICAL PLANK DOOR & FRAME TO FIT EXISTING OPENING. VERIFY HEIGHT AND WIDTH IN FIELD.

AutoCAD SHX Text

EXISTING BRICK WALL TO REMAIN

AutoCAD SHX Text

C.I.P. CONCRETE - REFER TO STRUCTURAL DWGS

AutoCAD SHX Text

EXISTING BRICK TO REMAIN. PATCH & MATCH AS NEEDED

AutoCAD SHX Text

NEW CONCRETE CURB

AutoCAD SHX Text

RAMP UP 9.93%

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text -6'-9"

AutoCAD SHX Text -5'-9"

AutoCAD SHX Text

NEW TRENCH DRAIN, REFER TO CIVIL DOCS

AutoCAD SHX Text SLOPE CONCRETE AT " PER FOOT 14" PER FOOT AWAY FROM DOOR TOWARDS TRENCH DRAIN TO PREVENT POOLING AT BOTTOM OF RAMP

AutoCAD SHX Text 12'-7"

AutoCAD SHX Text

CHURCH LEVEL 1

AutoCAD SHX Text +0' - 0"

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

BIGELOW COURTYARD EXISTING ELEVATION-VIF

AutoCAD SHX Text -5' - 6 1/4"

AutoCAD SHX Text

PORTION OF HANDRAIL REMOVEABLE FOR ACCESS TO MECHANICAL ROOM

AutoCAD SHX Text

EXISTING DOOR TO REMAIN

AutoCAD SHX Text

REMOVE EXISTING PARGE COAT AND RESTORE EXTERIOR, ALL SIDES, VIF

AutoCAD SHX Text

NEW CONCRETE CURB

AutoCAD SHX Text

PORTION OF HANDRAIL REMOVEABLE FOR ACCESS TO MECHANICAL ROOM

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

INTERIOR

AutoCAD SHX Text

EXTERIOR

AutoCAD SHX Text

NEW CONCRETE CURB

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

REFER TO STRUCTURAL DWGS FOR FURTHER INFORMATION

AutoCAD SHX Text

POWDER COATED BLACK METAL HANDRAIL

AutoCAD SHX Text MEDIUM BROOM FINISH CONCRETE W/INTEGRAL COLOR TO BE CHROMIX P C-284 LANDMARKS GRAY

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

POWDER COATED BLACK METAL HANDRAIL

AutoCAD SHX Text

EXISTING BRICK COURTYARD

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

EXISTING BRICK TO REMAIN. PATCH & MATCH AS NEEDED

AutoCAD SHX Text

NEW CONCRETE CURB

AutoCAD SHX Text

MEDIUM BROOM FINISH CONCRETE

AutoCAD SHX Text

POWDER COATED BLACK METAL HANDRAIL

AutoCAD SHX Text

EXTERIOR RAMP

AutoCAD SHX Text

SECTIONS AND

AutoCAD SHX Text

ELEVATIONS

AutoCAD SHX Text

AutoCAD SHX Text A301

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 144218

AutoCAD SHX Text

BOSTON NATIONAL HISTORICAL PARK

AutoCAD SHX Text

OLD NORTH CHURCH

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUBCONTRACTOR

AutoCAD SHX Text

%%U EXTERIOR ENLARGED ELEVATION-CRYPT ENTRANCE

AutoCAD SHX Text A301

AutoCAD SHX Text

%%U SECTION DETAIL - TYP EXTERIOR HANDRAIL

AutoCAD SHX Text A301

AutoCAD SHX Text

%%U ENLARGED PLAN - EXTERIOR RAMP

AutoCAD SHX Text A301

AutoCAD SHX Text

%%U ENLARGED SECTION THROUGH EXTERIOR RAMP

AutoCAD SHX Text A301

AutoCAD SHX Text

%%U ENLARGED SECTION-EXTERIOR RAMP AT MECHANICAL ROOM

AutoCAD SHX Text A301

AutoCAD SHX Text

%%U ENLARGED SECTION-EXTERIOR RAMP

AutoCAD SHX Text A301

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text B

AutoCAD SHX Text

ELKUS MANFREDI

AutoCAD SHX Text

BOSTON, MASS

AutoCAD SHX Text

XXX

AutoCAD SHX Text

BOSTON, MASS

AutoCAD SHX Text

%%U SECTION DETAIL - TYP CONCRETE CURB

AutoCAD SHX Text A301

AutoCAD SHX Text

SCALE

AutoCAD SHX Text B jocampo Line jocampo Line jocampo

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

CHURCH LEVEL BASEMENT NEW

AutoCAD SHX Text -7' - 9 1/4"

AutoCAD SHX Text

AutoCAD SHX Text 12" OF EXISTING BRICK EXPOSED-CLEAN AND RESTORE AS NEEDED-REFER TO HS DRAWINGS AND SPECS.

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

CHURCH LEVEL BASEMENT NEW

AutoCAD SHX Text -7' - 9 1/4"

AutoCAD SHX Text

AutoCAD SHX Text 12" OF EXISTING BRICK EXPOSED-CLEAN AND RESTORE AS NEEDED-REFER TO HS DRAWINGS AND SPECS.

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

CHURCH LEVEL BASEMENT

AutoCAD SHX Text -6' - 9 1/4"

AutoCAD SHX Text

INTERIOR ELEVATIONS

AutoCAD SHX Text

AutoCAD SHX Text A302

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 144218

AutoCAD SHX Text

BOSTON NATIONAL HISTORICAL PARK

AutoCAD SHX Text

OLD NORTH CHURCH

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUBCONTRACTOR

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

%%U CHURCH CRYPT - WEST INTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U CHURCH-CRYPT - NORTH EXTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U CHURCH-CRYPT - EAST EXTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U CHURCH-CRYPT - SOUTH EXTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U CHURCH-CRYPT - WEST EXTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U CHURCH-CRYPT - SOUTH INTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U CHURCH-CRYPT - EAST INTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U CHURCH-CRYPT - NORTH INTERIOR

AutoCAD SHX Text A302

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

ELKUS MANFREDI

AutoCAD SHX Text

BOSTON, MASS

AutoCAD SHX Text

XXX

AutoCAD SHX Text

BOSTON, MASS

NOTE: RESTORE AND REPOINT EXISTING BRICK WALLS AS RESTORE AND REPOINT EXISTING BRICK WALLS AS REQUIRED. REFER TO HS DRAWINGS.

3'-3"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-9 "38"

AutoCAD SHX Text

EXISTING COLUMBARIUM

AutoCAD SHX Text

NEW BRUSHED BRONZE VERTICAL GRAB BAR

AutoCAD SHX Text

EXISTING STAIRS

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

EXISTING COLUMBARIUM

AutoCAD SHX Text

NEW BRUSHED BRONZE VERTICAL GRAB BAR

AutoCAD SHX Text

EXISTING STAIRS

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 3'-7"

AutoCAD SHX Text

EXISTING STAIRS

AutoCAD SHX Text

NEW VERTICAL GRAB BARS

AutoCAD SHX Text

AutoCAD SHX Text A303

AutoCAD SHX Text

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

EXISTING COLUMBARIUM

AutoCAD SHX Text

ENLARGED PLAN

AutoCAD SHX Text

ELEV. AT COLUMBARIUM

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

AutoCAD SHX Text A303

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text 144218

AutoCAD SHX Text

BOSTON NATIONAL HISTORICAL PARK

AutoCAD SHX Text

OLD NORTH CHURCH

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

PRIME:

AutoCAD SHX Text

SUBCONTRACTOR

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1"=1'-0"

AutoCAD SHX Text

%%U STAIRS TO COLUMBARIUM - WEST

AutoCAD SHX Text A303

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U STAIRS TO COLUMBARIUM - EAST

AutoCAD SHX Text A303

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

%%U PLAN AT COLUMBARIUM STAIRS

AutoCAD SHX Text A303

AutoCAD SHX Text

SCALE

AutoCAD SHX Text B

AutoCAD SHX Text

ELKUS MANFREDI

AutoCAD SHX Text

BOSTON, MASS

AutoCAD SHX Text

XXX

jocampo Line jocampo Line jocampo Line jocampo Line jocampo Typewritten Text

NIC

jocampo

1_A000

2_A002

3_C100

4_DA101

5_A051

6_A101

7_A301

8_A302

9_A303

10_S101

11_S200

12_M001

13_M101

14_M601

15_M801

16_E100

17_E200

18_HS101

19_HS102

20_HS103

File details come from the government source that posted it. Updated Mar 3, 2022.