27-22-PRCS Drawings.pdf

PDF 2 MB Posted Oct 14, 2026

Attached to: 27-22-PRCS Forest River Park Bathroom Renovation
Solicitation number: BD-27-1165-COSPD-COS01-134440
Issued by: Massachusetts

About this file

Written by GovTribe AI · Oct 15, 2026

Forest River Park Restroom Renovations - 27-22-PRCS

This is a construction design and bid set package for the City of Salem, Massachusetts, detailing comprehensive renovations to the restroom facilities at Forest River Park located at 32 Clifton Avenue, Salem, MA 01970. The project scope includes replacing plumbing fixtures, partition walls, and accessories; installing new windows, doors, and finishes; and upgrading mechanical, electrical, and plumbing systems throughout the men's and women's restrooms. The work encompasses demolition of existing components, concrete slab replacement with epoxy flooring, new FRP wall finishes with integral cove bases, installation of ADA-compliant fixtures including wall-hung toilets, accessible lavatories with sensor faucets, urinals, accessible grab bars, and utility sinks. The bid set indicates filed sub-bids for plumbing are due October 28, 2026 at 11:00 a.m., with general contract bids due November 10, 2026 at 11:00 a.m. The project is classified as Type III construction with occupancy group U and must comply with 2021 IBC with Massachusetts State 10th Edition amendments, 2018 IECC, Massachusetts State Plumbing Code, Fire Safety Code, and State Electrical Code.

The construction documents establish that the general contractor assumes full responsibility for coordination of all trades, including design-build mechanical, electrical, and plumbing work, and must verify existing site conditions prior to work commencement. The project architect is Seger Architects, Inc., with Bobrek Engineering & Construction serving as engineer/project manager and Robt. W. Hall Consulting Engineers, Inc. as the MEP/FP engineer. The contractor is responsible for all demolition waste removal, temporary weather protection, dust control, and restoration of finishes following demolition. The bid set is dated October 14, 2026 and designated as "NOT FOR CONSTRUCTION," indicating these are preliminary documents for bidding purposes. No specific contract value, funding source, or award date is provided in the drawing set; these details would be contained in the formal bid solicitation documents and contract award notices issued by the City of Salem Purchasing Department.

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Other files

File	Type	Posted
27-22-PRCS Prevailing Wage Schedule.pdf	PDF	Oct 14, 2026
27-22-PRCS IFB Manual - Forest River Park Restroom Reno.pdf	PDF	Oct 14, 2026

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A-1

ROOM

A-1

SYMBOLS LEGEND

GENERAL NOTES

PROJECT INFORMATION

PROJECT:

LOCATION:

APPLICABLE CODES:

CONSTRUCTION TYPE:

OCCUPANCY GROUPS:

DRAWING INDEX

SHEET DESCRIPTION

COVER

D-1

A-0

A-1

A-2

A-3

A-4

A-5

M.E.P.

M-1.0

E-1.0

P-1.0

COVER

FOREST RIVER PARK RESTROOM RENOVATIONS #27-22-PRCS

32 Clifton Avenue, Salem, MA 01970

Owner:

Seger Architects, Inc.

83 North Street Salem, MA 01970 Phone: 978-744-0208

Architect:

CITY OF SALEM

Purchasing Dept.

93 Washington Street Salem, MA 01970

Bobrek Engineering & Construction 100 Conifer Hill Dr, Ste 204 Danvers, MA 01923 Phone: 978-406-9619

Engineer/PM:

Locus Map SITE LOCATION

SHEET NO.

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 Phone: 416-789-0960

MEPFP:

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NORTH ARROW

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ELEVATION TARGET

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WALL TAG

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DOOR TAG

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WINDOW TAG

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ROOM TAG

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DIMENSION LINE

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CENTER LINE

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INTERIOR ELEVATION CALLOUT

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REVISION CLOUD

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REVISION NUMBER

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BUILDING SECTION KEY

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SHEET NUMBER

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DETAIL NUMBER

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SHEET NUMBER

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DETAIL NUMBER

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SHEET NUMBER

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ENLARGED DETAIL CALLOUT

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AX.X

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EXTERIOR ELEVATION CALLOUT

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1. THESE DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE COPIED, THESE DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE COPIED, DUPLICATED, ALTERED, MODIFIED OR REVISED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE ARCHITECT. 2. TO THE BEST OF THE ARCHITECTS' KNOWLEDGE THESE CONSTRUCTION DOCUMENTS ARE IN TO THE BEST OF THE ARCHITECTS' KNOWLEDGE THESE CONSTRUCTION DOCUMENTS ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. 3. IT IS THE INTENT OF THE ARCHITECT TO DELINEATE THESE DOCUMENTS AS ACCURATE AS IT IS THE INTENT OF THE ARCHITECT TO DELINEATE THESE DOCUMENTS AS ACCURATE AS POSSIBLE FOR THE PURPOSE OF GRAPHIC REPRESENTATION. DO NOT "SCALE" THESE DOCUMENTS. THE DIMENSIONS SHOWN ARE TO TAKE PRECEDENCE OVER SCALING THE DOCUMENTS. THE GENERAL CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT WORK AND ANY REPAIR OF SAID WORK AS A RESULT OF SCALING THE DOCUMENTS. 4. ALL WORK PERFORMED BY THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM WITH ALL WORK PERFORMED BY THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES AND REGULATIONS, ALONG WITH ALL OTHER AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR IS RESPONSIBLE TO BE AWARE OF THESE REQUIREMENTS AND GOVERNING REGULATIONS. 5. THE GENERAL CONTRACTOR SHALL THOROUGHLY REVIEW AND BECOME FAMILIAR WITH THESE THE GENERAL CONTRACTOR SHALL THOROUGHLY REVIEW AND BECOME FAMILIAR WITH THESE DOCUMENTS. UPON REVIEW, THE GENERAL CONTRACTOR SHALL DOCUMENT AND NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, DISCREPANCIES AND / OR INCONSISTENCIES PRIOR TO THE START OF ANY PORTION OF THE PROPOSED WORK. THE ARCHITECT SHALL REVIEW THE PROPOSED CORRECTIONS AFTER THE RECEIPT OF NOTIFICATION. THE DISCOVERY OF DISCREPANCIES AND / OR CONFLICTS AFTER THE START OF WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPAIR OR REPLACE. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY ERRORS, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY ERRORS, OMISSIONS, DISCREPANCIES AND / OR INCONSISTENCIES WHICH HAVE NOT BEEN BROUGHT TO THE ARCHITECTS' ATTENTION. 7. THE GENERAL CONTRACTOR SHALL ACCEPT THE PREMISES AS IS, IN ITS CURRENT STATE. THE THE GENERAL CONTRACTOR SHALL ACCEPT THE PREMISES AS IS, IN ITS CURRENT STATE. THE OWNER SHALL ASSUME NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE, AND ITS CONTENTS, AT THE TIME OF BIDDING OR THEREAFTER. 8. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS, ALONG WITH THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS, ALONG WITH DIMENSIONS AND ELEVATIONS, PRIOR TO THE START OF ANY PORTION OF THE WORK. ALL FINDINGS, DISCREPANCIES AND CONCERNS SHALL BE BROUGHT TO THE OWNERS' ATTENTION IN WRITTEN FORMAT. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE WORK AND MATERIALS FURNISHED BY SUBCONTRACTORS AND VENDORS. 10. DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY THE ARCHITECT AND THE OWNER PRIOR TO THE START OF WORK IN QUESTION. ANY DEVIATIONS FROM THESE DOCUMENTS WITHOUT PRIOR REVIEW, SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 11. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE ERECTION IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE ERECTION PROCEDURE, MEANS AND METHODS AND SEQUENCE OF CONSTRUCTION. 12. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PRODUCE AND COMPLY WITH AN APPROVED THE GENERAL CONTRACTOR IS RESPONSIBLE TO PRODUCE AND COMPLY WITH AN APPROVED CONSTRUCTION SCHEDULE ACCEPTABLE TO THE OWNER'S EXPECTATIONS. 13. SHOP DRAWING REVIEW AND DISTRIBUTION, ALONG WITH PRODUCT SUBMITTALS, REQUESTED IN SHOP DRAWING REVIEW AND DISTRIBUTION, ALONG WITH PRODUCT SUBMITTALS, REQUESTED IN THE CONSTRUCTION DOCUMENTS, SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLESS DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT. 14. THE ARCHITECT SHALL NOT ACCEPT, OR REVIEW ANY REQUEST FOR SHOP DRAWING REVIEW AND THE ARCHITECT SHALL NOT ACCEPT, OR REVIEW ANY REQUEST FOR SHOP DRAWING REVIEW AND / OR STAMP WITHOUT THE REVIEW AND STAMP OF THE GENERAL CONTRACTOR CLEARLY REVIEW AND STAMP OF THE GENERAL CONTRACTOR CLEARLY SHOWN ON THE DOCUMENTS. 15. COORDINATION: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATION: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL THE DRAWINGS BEFORE FABRICATION AND/OR INSTALLATION OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEERS OF ANY DISCREPANCIES OR ERRORS. 16. LEGEND: ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED LEGEND: ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR THEIR EXACT MEANING, THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED IN WRITING FOR CLARIFICATION. 17. PRECEDENCE: DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS PRECEDENCE: DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

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FOREST RIVER PARK RESTROOM RENOVATIONS

AutoCAD SHX Text RESTROOM RENOVATIONS TO INCLUDE REPLACING PLUMBING FIXTURES, PARTITIONS AND ACCESSORIES. REPLACE WINDOWS, DOORS & FINISHES

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32 CLIFTON AVENUE, SALEM, MA 01970

AutoCAD SHX Text 2021 IBC WITH MA STATE 10TH EDITION AMENDMENTS 2018 IECC WITH MA AMENDMENTS MA STATE PLUMBING CODE (248 CMR) MA FIRE SAFETY CODE (527 CMR 1.00 - 2015 NFPA 1) MA STATE ELECTRICAL CODE (527 CMR 12.00-2017 NFPA 70) MAAB (521 CMR)

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TYPE III

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COVER

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ARCHITECTURAL

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DEMOLITION PLAN

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SCHEDULES

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FLOOR & SLAB PLANS AND DETAILS

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EXTERIOR ELEVATIOINS

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WOMEN'S RM INTERIOR ELEVATIONS

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MEN'S RM INTERIOR ELEVATIONS

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REFLECTED CEILING PLAN

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HVAC REMOVALS, NEW WORK, SCHEDULES AND SPECIFICATIONS

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ELECTRICAL DEMO, LIGHTING AND SCHEDULES PLAN

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ELECTRICAL POWER PLAN AND SPECIFICATIONS

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PLUMBING FLOOR PLANS, DETAILS AND SCHEDULES

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SCALE:

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BID SET 10/14/2026- NOT FOR CONSTRUCTION

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JAS

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2026-024

MEN

WOMEN

GARAGE

DEMOLITION NOTES

1. UNLESS OTHERWISE INDICATED, DEMOLISHED

MATERIALS BECOME CONTRACTOR'S RESPONSIBILITY.

REMOVE FROM PROJECT SITE.

2. ITEMS INDICATED TO BE REMOVED AND SALVAGED

REMAIN OWNER'S PROPERTY. REMOVE, CLEAN AND

DELIVER TO OWNER'S DESIGNATED STORAGE AREA.

3. COMPLY WITH EPA REGULATIONS AND DISPOSAL

REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

4. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN

IN SERVICE BEFORE PROCEEDING WITH DEMOLITION,

PROVIDE BYPASS CONNECTIONS TO OTHER PARTS OF

THE BUILDING AS REQ'D

5. CONDUCT DEMOLITION OPERATIONS AND REMOVE

DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE

TO ADJACENT CONSTRUCTION

6. PROTECT BUILDING INTERIOR FROM WEATHER AND

WATER LEAKAGE & DAMAGE

7. PROTECT REMAINING WALLS, CEILINGS, FLOORS,

WINDOWS, DOORS, ALL WOODWORK, AND EXPOSED

FINISHES. ERECT AND MAINTAIN DUST-PROOF

PARTITIONS. MAINTAIN POSITIVE PRESSURE TO CONTAIN

PROJECT DUST, SMELLS. ECT.

8. NEATLY CUT OPENINGS AND HOLES; PLUMB, SQUARED,

AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING

METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO

REMAIN OR ADJOINING CONSTRUCTION. AT MASONRY

TO BE REMOVED OR CREATED UNDER MASONRY SCOPE

TOOTH-IN AND REPLACE W/ SALVAGE MATERIAL TO

CREATE OPENING

9. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED

SURFACES OF BUILDING CAUSED BY DEMOLITION BY

THE END OF EACH DAY BETWEEN FLOORS AND

ADJACENT SPACE RESTORE EXPOSED FINISHES OF

PATCHED AREAS AND EXTEND FINISH RESTORATION

INTO REMAINING ADJOINING CONSTRUCTION

10. DEMOLISH ALL ITEMS AS DESIGNATED ON DRAWINGS

AND INDICATED IN KEYNOTE LEGEND. GC TO

COORDINATE REQUIRED DEMOLITION OF ALL

MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, COMMUNICATIONS SYSTEMS AND

COMPONENTS THAT ARE OBSOLETE OR WILL BE

REPLACED IN THIS PROJECT

11. ALL MEP/FP WORK TO BE DESIGN-BUILD, GC TO

COORDINATE.

12. ITEMS TO REMAIN (IF APPLICABLE)

12 A. EMERGENCY PHONES & SIGNS: ALL EXISTING

EMERGENCY PHONE & RELATING SIGN

12 B. EXISTING ELECTRICAL PANELS

13. GENERAL CONTRACTOR SHALL CONDUCT ALL WORK IN

CONFORMANCE WITH OWNERS REQUIREMENTS FOR

CONSTRUCTION

14. OWNER SECURITY TO REMOVE ALL SECURITY SYSTEMS

AND HARDWARE IN AFFECTED AREAS PRIOR TO

DEMOLITION, GC TO COORDINATE

15. NO DEMOLITION TO OCCUR N.I.C. AREA. CONTRACTOR

RESPONSIBLE FOR COORDINATION OF ALL DEMO WORK

FOR ALL TRADES.

16. PATCH ALL HOLES IN CONCRETE SLAB

17. PATCH AND PREP ALL AREAS IN DEMOLITION SCOPE

FOR NEW WORK - SEE NEW ARCHITECTURAL DRAWINGS,

MEP/FP AND COMMUNICATIONS WORK TO BE DESIGN

BUILD AND COORDINATED BY THE GC

18. NOTIFY ARCHITECT PRIOR TO REVIEW DEMOLITION 24

HRS PRIOR TO COMMENCING WORK.

19. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND

MAINTAINING INTERIOR AND EXTERIOR SHORING,

BRACING, OR STRUCTURAL SUPPORT TO PRESERVE

STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR

COLLAPSE OF BUILDING TO BE SELECTIVELY

DEMOLISHED.

DEMOLITION LEGEND

EXISTING DOOR TO BE

REMOVED

EXISTING DOOR

TO REMAIN

EXISTING TO REMAIN

EXISTING TO BE REMOVED

SHEET NO.

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

DEMOLITION

PLAN

D-1

Demolition Plan 1

REMOVE EXIST. WINDOW, FRAME & METAL MESH, TYP. FOR 4

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REMOVE EXIST. DOOR, HARDWARE & FRAME, TYP.

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REMOVE EXIST. DOOR, HARDWARE & FRAME, TYP.

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REMOVE ALL PLUMBING FIXTURES & ACCESSORIES, TYP.

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REMOVE ALL TOILET PARTITION WALLS, DOORS & HARDWARE, TYP.

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EXISTING RAMP

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REMOVE EXIST. SLAB IN ITS ENTIRETY

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REMOVE EXIST. SLAB IN ITS ENTIRETY

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REMOVE CEILING FINISH

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REMOVE CEILING FINISH

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SAW CUT CMU FOR 3'-4" MASONRY OPENING. PARGE & PROVIDE CLEAN FINISHED OPENING

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SAW CUT EXIST. SLAB AGAINST CMU WALL

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SAW CUT CMU FOR 3'-4" MASONRY OPENING. PARGE & PROVIDE CLEAN FINISHED OPENING

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REMOVE EXIST. SLAB THIS AREA FOR PLUMBING

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REMOVE 8" CMU WALLS IN THEIR ENTIRETY

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BID SET 10/14/2026- NOT FOR CONSTRUCTION

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JAS

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SCALE:

1/4"=1'-0"

FINISH SCHEDULE

ROOM NAME/

TYPE

FLOOR

FINISH

BASE WALL FINISH

CEILING

FINISH

CEILING HEIGHT NOTES

WINDOW ELEVATION TYPES

WOMENMEN

DOOR SCHEDULE

SIZE DOOR

TYPE

DOOR

FRAME

THRESHOLD HARDWARE REMARKS

WIDTH HEIGHT

DOOR FRAMES & TYPES

DOOR ELEVATION TYPES

WINDOW SCHEDULE

WIN

TYPE

WINDOW DIMENSION

(W) x (H) V.I.F.

HD. HT.

NOTES

WALL PARTITION SCHEDULE

N/A N/A

1 FUR-OUT WALL

PLUMBING WALL N/A N/A

2 PLUMBING PARTITION WALL

TYP. ACOUSTIC PARTITION

WINDOW SECURITY SCREEN

DOOR HEAD

DOOR JAMB

THRESHOLD DETAIL

SHEET NO.

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

SCHEDULES

A-0

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FLOOR FINISHES F1 - RESINOUS FLOORING

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BASES B1 - 6" INTEGRAL COVE

AutoCAD SHX Text WALL FINISHES W1 - F.R.P. OVER " IMPACT 58" IMPACT RESISTANT BD W2 - EXIST. CMU PTD

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CEILING FINISHES C1 - F.R.P. OVER G.W.B. F.R.P. OVER G.W.B.

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GARAGE

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EXIST.

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EXIST.

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EXIST.

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EXIST.

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WOMEN'S ROOM

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MATCH EXIST.

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MEN'S ROOM

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MATCH EXIST.

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ATTACH SIGNS USING (4) FOUR FLATHEAD GALV. S.S. SCREWS, COUNTERSUNK & ADHESIVE. SIGNS SHALL BE 4" CLEAR FROM PUSH SIDE EDGE OF DOORFRAME & MOUNTED 60" A.F.F. TO CENTERLINE, TYP.

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SIGNAGE MOUNTING

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(EXTERIOR)

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1" HIGH UPPER CASE SANS SERIF TYPE CHARACTER, RAISED 1/32"

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INTEGRAL GRADE 2 BRAILLE 1/10" DOTS 2/10" SPACE BETWEEN CELLS, RAISED 1/40"

AutoCAD SHX Text 1/4" CLEAR ACRYLIC PLASTIC SUBSURFACE SILKSCREENED W/ BLUE CHARACTER & WHITE BACKGROUND

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ACCESSIBLE SIGNAGE

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ALUM.

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ALUM. ADA

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LOUVER & KICK PLATE

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ALUM. ADA

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LOUVER & KICK PLATE

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NOTES:

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H.M. EXTERIOR FRAME

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H.M. EXTERIOR DOOR

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H.M. EXTERIOR DOOR

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LOUVER

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AutoCAD SHX Text NOTES: 1) VERIFY ALL OPENING DIMENSIONS PRIOR TO ORDERING. 2) CONTRACTOR TO PROVIDE AND INSTALL ALL FLASHING ACCORDING TO MANUFACTURERS REQUIREMENTS. 3) WINDOWS SHALL BE PRE-FINISHED ALUMINUM WINDOWS. REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS 4) G.C. TO VERIFY HEAD AND SILL HEIGHTS. 5) ALL WINDOWS TO RECEIVE SECURITY SCREENS. REFER TO SPECIFICATIONS

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AWNING

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(2) 4'-2" X 2'-8"

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FROSTED FILM, MULLED, TEMPERED, SECURITY SCREEN

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AWNING

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(2) 4'-2" X 2'-8"

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FROSTED FILM, MULLED, TEMPERED, SECURITY SCREEN

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AWNING

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(2) 4'-2" X 2'-8"

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FROSTED FILM, MULLED, TEMPERED, SECURITY SCREEN

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AWNING

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(2) 4'-2" X 2'-8"

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FROSTED FILM, MULLED, TEMPERED, SECURITY SCREEN

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FIRE RATING

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BASED ON UL RATING

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CLG STRUCTURE ABOVE

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EXISTING CMU WALL

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1/2" AIR GAP

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FIRE RATING

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BASED ON UL RATING

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BASE AS SCHEDULED

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FINISH FLOORING AS SCHEDULED

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CLG STRUCTURE ABOVE

AutoCAD SHX Text FRP OVER 5/8" DENSSHIELD OR EQ. ATTACHED W/1" TYPE "S" SCREWS @ 8" O.C. ALONG EDGES (@ 12" O.C. IN FIELD OF BOARD), TYP. BOTH SIDES

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5 1/2" STEEL STUD 20 GA @ 16" O.C.

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SOUND BATT. INSULATION

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SILL SEAL

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PLAN

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PLAN

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5 1/2" STEEL STUD 20 GA @ 16" O.C.

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20 GA. MTL TOP TRACK

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P.T. WD PLATE

AutoCAD SHX Text FRP OVER 5/8" DENSSHIELD OR EQ. ATTACHED W/1" TYPE "S" SCREWS @ 8" O.C. ALONG EDGES (@ 12" O.C. IN FIELD OF BOARD)

AutoCAD SHX Text

PVC 'J' CHANNEL, TYP. @ BASE

AutoCAD SHX Text

BASE AS SCHEDULED

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SILL SEAL

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FINISH FLOORING AS SCHEDULED

AutoCAD SHX Text

P.T. WD PLATE

AutoCAD SHX Text

PVC 'J' CHANNEL, TYP. @ BASE

AutoCAD SHX Text

SIDE HINGED SECURITY SCREEN W/WICKET @ WINDOW HANDLE

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DOOR AS SCHEDULED

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FRAME AS SCHEDULED

AutoCAD SHX Text

EXIST. 8" CMU

AutoCAD SHX Text

DOOR AS SCHEDULED

AutoCAD SHX Text

FRAME AS SCHEDULED

AutoCAD SHX Text

EPOXY PAINT- INTERIOR

AutoCAD SHX Text

EXIST. 8" CMU

AutoCAD SHX Text

EPOXY PAINT- INTERIOR

AutoCAD SHX Text

STEEL LINTEL, (2) L 4 X 3 X 12 X 584" BEDDING EACH SIDE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

1/4" FRAME W/ CONT. SEALANT ON BOTH SIDES OF FRAME

AutoCAD SHX Text

1/4" FRAME W/ CONT. SEALANT ON BOTH SIDES OF FRAME

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

EXIST. CONC. LINTEL

AutoCAD SHX Text

SEALANT, BOTH SIDES

AutoCAD SHX Text

REFINISH SMOOTH EXIST. CMU JAMBS & HEADERS, TYP.

AutoCAD SHX Text

ALUM. THRESHOLD SET IN SEALANT

AutoCAD SHX Text

12" MAX.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DOOR PER SCHEDULE

AutoCAD SHX Text

BID SET 10/14/2026- NOT FOR CONSTRUCTION

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text As Noted

AutoCAD SHX Text Oct. 14, 2026

GARAGE

WOMEN

MEN

PARTITION LEGEND

A SCALE: 1 1/2"=1'-0"

PLUMBING PARTITION WALL SECTION

B SCALE:1 1/2"=1'-0"

RESTROOM DEMISING WALL SECTION C SCALE: 1 1/2"=1'-0"

PERIMETER WALL SECTION

Floor Plan 2

SHEET NO.

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

FLOOR AND

SLAB PLANS

DETAILS

A-1

Slab Plan 1

AutoCAD SHX Text

EXISTING RAMP

AutoCAD SHX Text

SLOP SINK

AutoCAD SHX Text

EPOXY FLOOR

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text

EXISTING LANDING & RAILING

AutoCAD SHX Text

INTERIOR METAL MESH SCREEN. TYP. ALL WINDOWS

AutoCAD SHX Text

PAINT WINDOW TRIM, TYP

AutoCAD SHX Text

AutoCAD SHX Text A-3

AutoCAD SHX Text

AutoCAD SHX Text A-4

AutoCAD SHX Text

NOTE: 1. COORDINATE FLOOR DRAIN LOCATIONS WITH MEP

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text A-1

AutoCAD SHX Text INSTALL 10' OF SERVICE FROM FACE OF BUILDING. COORDINATE W/CITY'S SITE CONTRACTOR TO CONNECT TO NEW SERVICE.

AutoCAD SHX Text

6' HIGH CHAIN LINK CONSTRUCTION FENCE PER SPEC.

AutoCAD SHX Text

REFER TO MEP DRAWINGS FOR LOCATION OF ACCESS PANELS

AutoCAD SHX Text B

AutoCAD SHX Text A-1

AutoCAD SHX Text

PARGE & PROVIDE CLEAN FINISH

AutoCAD SHX Text

PARGE & PROVIDE CLEAN FINISH

AutoCAD SHX Text B

AutoCAD SHX Text A-1

AutoCAD SHX Text C

AutoCAD SHX Text A-1

AutoCAD SHX Text

PROPOSED WALL

AutoCAD SHX Text

EXISTING WALL TO REMAIN

AutoCAD SHX Text

PREP & REPAIR EXIST. 8" CMU WALL, PREP & PAINT

AutoCAD SHX Text

3/4" CDX F.R. PLYWOOD SCREWS TO BE REMOVABLE FOR PLUMBING ACCESS

AutoCAD SHX Text

JOINT SEALANT OVER 1/2" EXP. FILLER, TYP. @ PERIMETER

AutoCAD SHX Text

P.T. WD PLATE

AutoCAD SHX Text

BLOCK @ 4' O.C. 2X6 WD STUDS @ 16" O.C.

AutoCAD SHX Text

EXIST. SLAB

AutoCAD SHX Text

EPOXY FLOOR W/ 4" & 58" RADIUS INTEGRAL COVE

AutoCAD SHX Text

6" CONC. SLAB OVER 6 MIL. VAPOR AND 8" COMPACTED GRAVEL

AutoCAD SHX Text

GARAGE

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

HAUNCH SLAB AGAINST EXIST. SLAB & EXIST. FOUNDATION WALLS

AutoCAD SHX Text

3/8" EX. BOLT, 48"O.C. (LENGTH TO BE DETERMINED BASED UPON EX. SLAB DEPTH

AutoCAD SHX Text

EXIST. FOUNDATION WALL

AutoCAD SHX Text

4" CONC. SLAB OVER 8" COMPACTED GRAVEL

AutoCAD SHX Text

F.R.P. OVER 5/8" TYPE X G.W.B.

AutoCAD SHX Text

20 GA. MTL TOP TRACK FASTEN TO EXIST. CEILING RAFTERS

AutoCAD SHX Text FRP OVER 5/8" DENSSHIELD OR EQ. ATTACHED W/1" TYPE "S" SCREWS @ 8" O.C. ALONG EDGES (@ 12" O.C. IN FIELD OF BOARD), TYP. BOTH SIDES

AutoCAD SHX Text

1X STRAPPING

AutoCAD SHX Text

SOUND BATT. INSULATION

AutoCAD SHX Text

EXIST. 2X6 CEILING TRUSS

AutoCAD SHX Text

EPOXY FLOOR W/ 4" & " 58" RADIUS INTEGRAL COVE

AutoCAD SHX Text

PVC 'J' CHANNEL, TYP. @ BASE

AutoCAD SHX Text

SIMPSON SCW W/SCREW SET @ MID-HEIGHT OF VERTICAL LEG @ EACH TRUSS

AutoCAD SHX Text

PROVIDE " COMP. MATERIAL12" COMP. MATERIAL

AutoCAD SHX Text

6" CONC. SLAB W/ 6X6-W.2.1XW2.1 WWF OVER 6 MIL. P.V.B. & 8" COMPACTED GRAVEL

AutoCAD SHX Text

3/8" EX. BOLT, 48"O.C. (LENGTH TO BE DETERMINED BASED UPON EX. SLAB DEPTH

AutoCAD SHX Text

NO WORK

AutoCAD SHX Text

6" CONC. SLAB W/ 6X6-W.2.1XW2.1 WWF OVER 6 MIL. P.V.B. & 8" COMPACTED GRAVEL

AutoCAD SHX Text NOTE: 1. COORDINATE FLOOR DRAIN LOCATIONS WITH MEP 2. PREP FLOOR INCLUDING SCORE JOINTS & PERIMETER JOINTS TO ACCEPT FINISH FLOOR.

AutoCAD SHX Text S.J.

AutoCAD SHX Text A

AutoCAD SHX Text A-1

AutoCAD SHX Text

HAUNCHED SLAB @ ALL 4 SIDES

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HAUNCHED SLAB AGAINST EXISTING FOUNDATION ALL SIDES

AutoCAD SHX Text S.J.

AutoCAD SHX Text CONCRETE & REINFORCING ALL CONCRETE WORK SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-19)" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301). ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 4000 PSI FOR SLABS-ON-GRADE NO CONCRETE SHALL BE CAST IN WATER OR ON FROZEN GROUND. NOTE WELL: ALL CONCRETE FLOOR SLABS MUST BE WET CURED FOR 7 DAYS UNLESS HIGH EARLY CONCRETE IS USED WHICH MUST BE WET CURED FOR 3 DAYS OR AN APPROVED CURING COMPOUND IS USED. REFER TO ACI 308-16, GUIDE TO EXTERNAL CURING OF CONCRETE FOR ADDITIONAL INFORMATION. COLD AND HOT WEATHER (BELOW 40° F AND ABOVE 90° F) CONCRETE PLACEMENT AND CURING PROCEDURES MUST BE SUBMITTED TO THE S.E.R. FOR APPROVAL PRIOR TO PLACEMENT. REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING: WELDED WIRE FABRIC (WWF) REINFORCEMENT: ASTM A884 FOR EPOXY COATED REINFORCING STEEL AND WELDED WIRE FABRIC (WWF) IN ALL SLABS SHALL BE SET ON CHAIRS. WWF SHALL BE LAPPED 6" OR ONE SPACE, WHICHEVER IS LARGER, AND SHALL BE WIRED TOGETHER.

AutoCAD SHX Text

PREP & REPAIR EXIST. 8" CMU WALL, PREP & PAINT

AutoCAD SHX Text

JOINT SEALANT OVER 1/2" EXP. FILLER, TYP. @ PERIMETER

AutoCAD SHX Text

EPOXY FLOOR W/ 4" & 58" RADIUS INTEGRAL COVE

AutoCAD SHX Text

6" CONC. SLAB OVER 6 MIL. VAPOR AND 8" COMPACTED GRAVEL

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

HAUNCH SLAB AGAINST EXIST. SLAB & EXIST. FOUNDATION WALLS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

BID SET 10/14/2026- NOT FOR CONSTRUCTION

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text As Noted

AutoCAD SHX Text Oct. 14, 2026

AutoCAD SHX Text 2026-024

AutoCAD SHX Text

SCALE:

North Elevation1

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

EXTERIOR

ELEVATIONS

A-2

East Elevation2

South Elevation3

West Elevation4

REPLACE LIGHT FIXTURES

AutoCAD SHX Text

SIGNAGE, TYP. SEE A-1

AutoCAD SHX Text

EXISTING RAILING & BALUSTERS

AutoCAD SHX Text

EXISTING SIDING

AutoCAD SHX Text

PROVIDE & INSTALL LINTEL FOR WIDENED DOOR (2)

AutoCAD SHX Text

EXISTING RAMP

AutoCAD SHX Text

EXIST. PTD CMU

AutoCAD SHX Text

REPLACE EXISTING VENTS. REFER TO MEP DRAWINGS

AutoCAD SHX Text

REPLACE EXIST. ROOF VENT

AutoCAD SHX Text B

AutoCAD SHX Text

EXISTING ROOFING

AutoCAD SHX Text

EXISTING RAILING & BALUSTERS

AutoCAD SHX Text

EXISTING RAMP

AutoCAD SHX Text

EXIST. PTD CMU

AutoCAD SHX Text

LIGHT FIXTURES

AutoCAD SHX Text

REPLACE EXIST. ROOF VENT

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

EXISTING ROOFING

AutoCAD SHX Text

EXISTING RAILING & BALUSTERS

AutoCAD SHX Text

EXISTING RAMP

AutoCAD SHX Text

EXIST. PTD CMU

AutoCAD SHX Text

REPLACE EXIST. ROOF VENT

AutoCAD SHX Text D

AutoCAD SHX Text

EXISTING SIDING

AutoCAD SHX Text

EXIST. PTD CMU

AutoCAD SHX Text

REPLACE EXIST. ROOF VENT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

BID SET 10/14/2026- NOT FOR CONSTRUCTION

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text As Noted

AutoCAD SHX Text Oct. 14, 2026

AutoCAD SHX Text 2026-024

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

SCALE:

A B

C D

BATHROOM ACESSORY SCHEDULE

TAG

COMPONENT MANUF.

FINISH / PART

NUMBER

NOTES

SHEET NO.

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

RESTROOM

INTERIOR

ELEVATIONS

A-3

Women's Room

Enlarged Floor Plan1

AutoCAD SHX Text

WOMEN'S RM

AutoCAD SHX Text

AutoCAD SHX Text A-4

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text F.D.

AutoCAD SHX Text D

AutoCAD SHX Text

ALUM. ADA THRESHOLD

AutoCAD SHX Text

EXIST. CMU WALL

AutoCAD SHX Text A

AutoCAD SHX Text A-1

AutoCAD SHX Text

EXTEND CORNER POST TO STRUCTURE ABOVE

AutoCAD SHX Text

EXTEND CORNER POST TO STRUCTURE ABOVE

AutoCAD SHX Text

EPOXY FLOOR W/INTEGRAL BASE

AutoCAD SHX Text

FULL PANEL W/S.S. BASE TO SUPPORT GRAB BAR

AutoCAD SHX Text

EXIST. CMU, PTD

AutoCAD SHX Text

EXIST. CMU, PTD

AutoCAD SHX Text

INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

HINGED INTERIOR METAL SECURITY SCREEN W/WICKET

AutoCAD SHX Text

F.R.P. OVER DENSSHIELD OR EQ.

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

EXIST. CMU, PTD

AutoCAD SHX Text

INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

1" HDPE PARTITION PANELS, TYP.

AutoCAD SHX Text

1" HDPE PARTITION PANELS, TYP.

AutoCAD SHX Text

2"X2" ALUM. CLEATS FOR SUPPORT

AutoCAD SHX Text

2"X2" ALUM. CLEATS FOR SUPPORT

AutoCAD SHX Text

STABILIZE PARTITION TO SUPPORT WEIGHT PLACED ON GRAB BAR

AutoCAD SHX Text

RAIL W/ANTI-GRIP ALUM. RAIL

AutoCAD SHX Text

F.R.P. OVER DENSSHIELD OR EQ.

AutoCAD SHX Text

GROUND SUPPORT TO REINFORCE FOR GRAB BAR

AutoCAD SHX Text NOTES: 1) COORDINATE FINAL SELECTION OF ALL FIXTURES/FINISHES WITH CONTRACTOR. 2) REFER TO SPEC FOR TOILET ACCESSORIES 3) PROVIDE ALL REQUIRED BLOCKING FOR ALL REQUIRED ACCESSORIES

AutoCAD SHX Text

ACCESSIBLE SINK

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

(1) @ CHILD HEIGHT

AutoCAD SHX Text

FAUCET

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

SINGLE LEVER HANDLE

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

FLOOR MOUNTED

AutoCAD SHX Text

CHILD TOILET

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

FLOOR MOUNTED

AutoCAD SHX Text

URINAL

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

(1) @ CHILD HEIGHT

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

24" W X 36" H FRAMED MIRROR, 40" A.F.F, CENTERED ON SINK

AutoCAD SHX Text

ACCESSIBLE TOILET GRAB BARS

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

1X 36", 1X 42", ENSURE GRAB BARS MEET ALL MAAB REQUIREMENTS

AutoCAD SHX Text

TOILET PAPER DISPENSER

AutoCAD SHX Text

BY OWNER

AutoCAD SHX Text

SOAP DISPENSERS

AutoCAD SHX Text

BY OWNER

AutoCAD SHX Text

TOUCH-FREE TO MATCH FAUCET, ENSURE LOCATION MEETS ALL MAAB & ADA REQUIREMENTS

AutoCAD SHX Text

WALL MOUNTED AIR DRYER

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

ENSURE MOUNTING HEIGHT MEETS ALL MAAB REQUIREMENTS

AutoCAD SHX Text

BABY CHANGING STATION

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

MOP SINK

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

SURFACE MOUNTED WASTE RECEPTACLE

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

S.S. BASE, TYP.

AutoCAD SHX Text

RAIL W/ANTI-GRIP ALUM. RAIL

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

1" HDPE PARTITION PANELS, TYP.

AutoCAD SHX Text

EXTEND 1"X1" CORNER POST TO STRUCTURE ABOVE

AutoCAD SHX Text

BID SET 10/14/2026- NOT FOR CONSTRUCTION

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text As Noted

AutoCAD SHX Text Oct. 14, 2026

AutoCAD SHX Text 2026-024

AutoCAD SHX Text

SCALE:

1/2"=1'-0"

BATHROOM ACESSORY SCHEDULE

TAG

COMPONENT MANUF.

FINISH / PART

NUMBER

NOTES

F G

H I

SHEET NO.

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

RESTROOM

INTERIOR

ELEVATIONS

A-4

Men's Room

Enlarged Floor Plan1

AutoCAD SHX Text

MEN'S RM

AutoCAD SHX Text

AutoCAD SHX Text A-4

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text

EPOXY FLOOR W/INTEGRAL BASE

AutoCAD SHX Text F.D.

AutoCAD SHX Text

ALUM. ADA THRESHOLD

AutoCAD SHX Text

EXIST. CMU WALL

AutoCAD SHX Text

EXTEND 1"X1" CORNER POST TO STRUCTURE ABOVE

AutoCAD SHX Text J

AutoCAD SHX Text

FULL PANEL W/S.S. BASE TO SUPPORT GRAB BAR

AutoCAD SHX Text A

AutoCAD SHX Text A-1

AutoCAD SHX Text NOTES: 1) COORDINATE FINAL SELECTION OF ALL FIXTURES/FINISHES WITH CONTRACTOR. 2) REFER TO SPEC FOR TOILET ACCESSORIES 3) PROVIDE ALL REQUIRED BLOCKING FOR ALL REQUIRED ACCESSORIES

AutoCAD SHX Text

ACCESSIBLE SINK

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

(1) @ CHILD HEIGHT

AutoCAD SHX Text

FAUCET

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

SINGLE LEVER HANDLE

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

FLOOR MOUNTED

AutoCAD SHX Text

CHILD TOILET

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

FLOOR MOUNTED

AutoCAD SHX Text

URINAL

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

(1) @ CHILD HEIGHT

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

24" W X 36" H FRAMED MIRROR, 40" A.F.F, CENTERED ON SINK

AutoCAD SHX Text

ACCESSIBLE TOILET GRAB BARS

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

1X 36", 1X 42", ENSURE GRAB BARS MEET ALL MAAB REQUIREMENTS

AutoCAD SHX Text

TOILET PAPER DISPENSER

AutoCAD SHX Text

BY OWNER

AutoCAD SHX Text

SOAP DISPENSERS

AutoCAD SHX Text

BY OWNER

AutoCAD SHX Text

TOUCH-FREE TO MATCH FAUCET, ENSURE LOCATION MEETS ALL MAAB & ADA REQUIREMENTS

AutoCAD SHX Text

WALL MOUNTED AIR DRYER

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

ENSURE MOUNTING HEIGHT MEETS ALL MAAB REQUIREMENTS

AutoCAD SHX Text

BABY CHANGING STATION

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

MOP SINK

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

SURFACE MOUNTED WASTE RECEPTACLE

AutoCAD SHX Text

SEE SPEC.

AutoCAD SHX Text

TBD

AutoCAD SHX Text

EXIT. CMU, PTD

AutoCAD SHX Text

EXIT. CMU, PTD

AutoCAD SHX Text

EPOXY INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

HINGED INTERIOR METAL SECURITY SCREEN W/WICKET

AutoCAD SHX Text

F.R.P. OVER DENSSHIELD OR EQ.

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

EXIST. CMU, PTD

AutoCAD SHX Text

INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

INTEGRAL COVE BASE, TYP.

AutoCAD SHX Text

SCALE:

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

AutoCAD SHX Text

PRIVACY PANEL

AutoCAD SHX Text

1" HDPE PARTITION PANELS, TYP.

AutoCAD SHX Text

2"X2" ALUM. CLEATS FOR SUPPORT

AutoCAD SHX Text

F.R.P. OVER DENSSHIELD OR EQ.

AutoCAD SHX Text

RAIL W/ANTI-GRIP ALUM. RAIL

AutoCAD SHX Text

GROUND SUPPORT TO REINFORCE FOR GRAB BAR

AutoCAD SHX Text

1" HDPE PARTITION PANELS, TYP.

AutoCAD SHX Text

BID SET 10/14/2026- NOT FOR CONSTRUCTION

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text

JAS

AutoCAD SHX Text As Noted

AutoCAD SHX Text Oct. 14, 2026

AutoCAD SHX Text 2026-024

AutoCAD SHX Text

SCALE:

1/2"=1'-0"

LIGHTING/ LIFE SAFETY LEGEND

Reflected Ceiling Plan1

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale:

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

ENGINEER/PROJECT MANAGER:

Bobrek Engineering & Construction 100 Conifer Drive, Suite 204 Danvers, MA 01923 P: 978-406-9619

M.E.P.FP. ENGINEER:

Robt. W. Hall Consulting Engineers, Inc.

540 Meadow Street Ext.

Agawam, MA 01001 P: 413-789-0960

REFLECTED

CEILING PLAN

A-5

AutoCAD SHX Text A

AutoCAD SHX Text

EXISTING LIGHTING

AutoCAD SHX Text B

AutoCAD SHX Text F.R.P

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EXISTING CEILING

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NOTE: 1. REFER TO ELECTRICAL DRAWINGS & SPECIFICATIONS FOR LIFE SAFETY DEVICES

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EMERGENCY LIGHT

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1'X4' SURFACE MOUNT

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EXTERIOR LIGHT

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SCALE:

AutoCAD SHX Text 1/4"=1'-0"

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BID SET 10/14/2026- NOT FOR CONSTRUCTION

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JAS

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JAS

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JAS

AutoCAD SHX Text As Noted

AutoCAD SHX Text Oct. 14, 2026

MEN

WOMEN

GARAGE

ENTRY 2

ENTRY 1

GARAGE

WOMEN

MEN

DEMOLITION FLOOR PLAN

SCALE: 1/4"=1'-0"

SHEET NO.

SHEET NAME

Approved By:

Checked By:

Drawn By:

Job No.:

Date:

Scale: As Noted

October 14, 2026

2026-024

SEAL

PROJECT CONSULTANTS

PROJECT REVISIONS

No. DateDescription

OWNER INFORMATION

FOREST RIVER PARK

RESTROOM

RENOVATIONS

32 Clifton Ave.

Salem, MA 01970

PROJECT ARCHITECT

PROJECT INFORMATION

CITY OF SALEM

Purchasing Dept.

93 Washington St.

Salem, MA 01970

Robt. W. Hall Consulting Engineers, Inc.

RWH

540 Meadow St. Ext. - Agawam, MA 01001 Tel: 413.789.0960 - Fax: 413.789.3295

NEW FLOOR PLAN

SCALE: 1/4"=1'-0"

M-1.0

HVAC REMOVALS, NEW

WORK, SCHEDULES AND

SPECIFICATIONS

PROJECT No. 17010

DRAWN BY: SHL

CHECKED BY: RFG

AutoCAD SHX Text CONTRACTOR SHALL REMOVE EXISTING CEILING EXHAUST FANS, DUCTWORK AND WALL CAP. EXISTING PENETRATIONS SHALL BE RE-USED FOR NEW WORK. CONTRACTOR SHALL ENSURE TEMPORARILY WEATHER PROOFING IS PROVIDED BETWEEN DEMOLITION AND NEW WORK.

AutoCAD SHX Text 8"x6"

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ALUMINUM WALL CAP WITH BIRD SCREEN

AutoCAD SHX Text 8"x6"

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ALUMINUM WALL CAP WITH BIRD SCREEN

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CONTRACTOR SHALL PROVIDE NEW EXHAUST FANS TO TERMINATE THROUGH EXISTING OPENING.

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EXHAUST FANS

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SYMBOL

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CFM

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TYPE

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MODEL

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NUMBER

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MOTOR DATA

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VOLTS

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MCA

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PHASE

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BASED ON GREENHECK

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REMARKS

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RPM

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SERVES

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LOCATION

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EF-1

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CEILING

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MTD

AutoCAD SHX Text 0.25

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CEILING

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SP-A390

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AutoCAD SHX Text 1.8

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TOILET ROOM

AutoCAD SHX Text EF-1 SHALL BE ENERGIZED THROUGH THE TIME CLOCK SYSTEM - BY ELECTRICAL SUBCONTRACTOR

AutoCAD SHX Text PROVIDE WITH BACKDRAFT DAMPER, ALUMINUM CAP WITH BIRDSCREEN AND ISOLATION HANGERS

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DUCTWORK, DUCTING ACCESSORIES - PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO WORK

AutoCAD SHX Text IN ALL RESPECTS. ALL FEATURES LISTED AS STANDARD BY THE SPECIFIED MANUFACTURER AND ALL ACCESSORIES SPECIFIED OR

AutoCAD SHX Text SUBSTITUTIONS OF EQUIPMENT SHALL BE ALLOWED ONLY IF THE SUBSTITUTED EQUIPMENT IS EQUAL TO THE SPECIFIED EQUIPMENT

AutoCAD SHX Text WORK INCLUDED ELSEWHERE: THE FOLLOWING ITEMS WILL NOT BE INCLUDED AS PART OF THIS SECTION OF THE WORK, BUT WILL

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ELECTRICAL WIRING

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WALL CAP - PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO WORK

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SUBSTITUTION OF EQUIPMENT

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CUTTING AND PATCHING

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START UP AND GUARANTEE

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PAINTING

AutoCAD SHX Text WORK INCLUDED: PROVIDE LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK OF THIS SECTION, INCLUDING, AutoCAD SHX Text THE ARCHITECT/ENGINEER RESERVES THE RIGHT TO MAKE ANY REASONABLE CHANGES IN LOCATION PRIOR TO INSTALLATION AT

AutoCAD SHX Text REQUIREMENTS OF THIS WORK. NO CHANGES SHALL BE MADE TO THE LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER.

AutoCAD SHX Text THE ARRANGEMENT OF ALL DUCTWORK INDICATED ON THE DRAWINGS IS DIAGRAMMATIC ONLY AND INDICATES THE MINIMUM

AutoCAD SHX Text NOTED, SHALL BE WITHOUT DEFECTS AND DESIGNED TO FUNCTION PROPERLY IN THAT PORTION OF THE WORK FOR WHICH THEY

AutoCAD SHX Text ALL MATERIALS USED FOR THIS PROJECT SHALL BE NEW AND FIRST CLASS IN EVERY RESPECT, UNLESS OTHERWISE SPECIFICALLY

AutoCAD SHX Text AND PLACEMENT OF THE EQUIPMENT AND MATERIALS. THESE DRAWINGS ARE INTENDED TO BE SUPPLEMENTARY TO THE

AutoCAD SHX Text REFER TO THE PLANS FOR A FULL COMPREHENSION OF THE WORK TO BE DONE AND FOR CONDITIONS AFFECTING THE LOCATION

AutoCAD SHX Text THE INSTALLATION SHALL CONFORM IN ALL RESPECTS TO THE LATEST REGULATIONS OF THE TENTH EDITION OF THE MASSACHUSETTS

AutoCAD SHX Text AND SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT. GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL

AutoCAD SHX Text VENTILATION WORK. WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THIS SECTION OF THE SPECIFICATIONS AND DRAWING

AutoCAD SHX Text THE HVAC CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, APPLIANCES AND EQUIPMENT NECESSARY TO COMPLETE ALL

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NEW TOILET ROOM EXHAUST FANS - PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO WORK

AutoCAD SHX Text SPECIFICATIONS AND ANY WORK INDICATED, MENTIONED OR IMPLIED BY EITHER SHALL BE CONSIDERED AS SPECIFIED BY BOTH.

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STATE BUILDING CODE AND TO ANY CITY OR MUNICIPAL REGULATIONS COVERING SUCH WORK.

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SCOPE OF WORK

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BUT NOT LIMITED TO THE FOLLOWING:

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GENERAL

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DEMOLITION OF EXISTING EXHAUST FANS AND DUCTWORK ASSOCIATED WITH THE FAN

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SPECIFICATIONS - VENTILATION/EXHAUST

AutoCAD SHX Text MAINTENANCE ACCESS FROM BELOW. THE FAN SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR AIRFLOW AND SOUND.

AutoCAD SHX Text FANS SHALL BE CENTRIFUGAL TYPE WITH FORWARD INCLINED BLADES, BE NON-OVERLOADING AND SUITABLE FOR CEILING MOUNT WITH

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SHEET METAL WORK

AutoCAD SHX Text CONDITIONS ARE INCLUDED AS PART OF THIS CONTRACT. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND FEES

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ARE INTENDED.

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NO ADDITIONAL EXPENSE.

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BE INCLUDED ELSEWHERE:

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NOTED ON THE DRAWINGS SHALL BE PROVIDED.

AutoCAD SHX Text FAN WHEEL SHALL BE CONSTRUCTION OF GALVANIZED STEEL. FAN HOUSING WILL BE GALVANIZED STEEL. MOTOR SHALL BE

AutoCAD SHX Text ALL DUCTS SHALL BE SUPPORTED AS RECOMMENDED BY SMACNA SECTION 4. DUCT HANGERS SHALL BE SPACED AT NOT LESS

AutoCAD SHX Text DUCT STANGARDS 1985 EDITION. DISHWASHER EXHAUST DUCTWORK SHALL BE FABRICATED FROM 16 GAUGE STAINLESS STEEL.

AutoCAD SHX Text ALL DUCTING AND APPURTENANCES SHALL BE FABRICATED AND INSTALLED IN STRICT COMPLIANCE TO SMACNA HVAC METAL

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THAN 6 FT. ON CENTER AND AT EACH FITTING.

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TOILET EXHAUST FANS

AutoCAD SHX Text SEAMS AND JOINTS WILL BE LIQUID TIGHT AND PROVIDED WITH AN CONTINUOUS EXTERNAL WELD.

AutoCAD SHX Text HEAVY DUTY BALL BEARING TYPE MOUNTED ON VIBRATION ISOLATORS. FAN IS TO HAVE A NEMA 1 DISCONNECT SWITCH FACTORY

AutoCAD SHX Text INSTALLED. FAN SYSTEMS WILL BE PROVIDED WITH BACKDRAFT DAMPERS, ISOLATION HANGERS, WALL CAP WITH BIRDSCREEN, AutoCAD SHX Text

TWO REQUIRED

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SEE NOTES BELOW

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GRILLES SHALL BE FACTORY PAINTED STEEL - WHITE

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AND AS SCHEDULED ON THIS DRAWING.

ASSOCIATED WITH THIS WORK.

MEN

WOMEN

GARAGE

ENTRY 2

ENTRY 1

DEMOLITION NOTES:

1. THE DEMOLITION PLAN IS NOT INTENDED TO SHOW EVERY PIECE OF ELECTRICAL EQUIPMENT OR DEVICES AFFECTED BY THE WORK OF THIS CONTRACT. THE

PLANS ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL IDEA OF THE AMOUNT OF WORK INVOLVED.

2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT AND WIRE REQUIRED TO RE-ENERGIZE ANY OUTLETS TO REMAIN THAT ARE DE-ENERGIZED BY

DEMOLITION.

DEMOLITION SPECIFIC NOTES

1. THE E.C. SHALL REMOVE SHOWN LIGHT FIXTURE, OUTLET, AND ALL CONDUIT AND WIRE TO SAME BACK TO SOURCE. DELIVER LIGHT FIXTURES TO OWNER WHERE

DIRECTED.

2. THE E.C. SHALL DISCONNECT AND REMOVE EXISTING CONNECTIONS AND WIRING TO TOILET EXHAUST FAN REMOVED BY OTHERS BACK TO SOURCE.

3. THE E.C. SHALL DISCONNECT AND REMOVE EXISTING TIME CLOCKS BACK TO SOURCE. DELIVER TIME CLOCKS TO OWNER WHERE DIRECTED.

EXISTING TIME

CLOCK TC1

EXISTING TIME

CLOCK TC2

EXISTING

PANEL "P"

1 1

GARAGE

WOMEN

MEN

P-18 VIA TIME

CLOCK 1

A-18 VIA

TCLK1

EXISTING

PANEL "P"

NEW TIME CLOCK TC1 IN PLACE OF

EXISTING TIME CLOCK

A-18

TCLK1

E-18 +8'-6"

PROVIDE OVERRIDE

SWITCH TYPICAL FOR 2 P-20 VIA TIME

CLOCK 2NEW TIME CLOCK TC2 IN PLACE OF

EXISTING TIME CLOCK

NOTES:

1. THE E.C. SHALL PROVIDE A TWO (2) NEW TIME CLOCKS WITH OVERRIDE SWITCHES IN

PLACE OF EXISTING TIME CLOCKS. THE NEW TIME CLOCKS BASIS OF DESIGN SHALL BE

MANUFACTURED BY TORK #DGLC200A-NC WITH PHOTOCELL #EPC1 AND REMOTE

OVERRIDE SWITCH OR APPROVED EQUAL.

2. THE E.C. SHALL PROVIDE A CONSTANT HOT WIRE TO THE EMERGENCY FIXTURE AND

EMERGENCY BATTERY PACK IN THE TYPE B FIXTURES.

3. THE E.C. SHALL PROVIDE A WIREGUARD OVER THE EMERGENCY LIGHTS IN THE TOILET

ROOM. ATTACH WIREGUARD TO WALL WITH TAMPERPROOF SCREWS.

DEDICATED

FOR FAN

A-18

TCLK1

A-18 VIA

TCLK1

A-18 VIA

TCLK1

E-18 +8'-6"

LIGHTING CONTROL NARRATIVE:

1. MENS AND WOMENS TOILET ROOMS - LIGHTS SHALL BE CONTROLLED BY BOTH

OCCUPANCY SENSOR AND TIME CLOCK. DURING OPERATING HOURS THE LIGHTS SHALL

BE AUTO ON TO 100%. AFTER TIME DELAY THE LIGHTS SHALL DIM TO 50% OUTPUT

ACTIVATION OF THE OCCUPANCY SENSOR SHALL RAMP LIGHTS UP TO 100%. THE CYCLE

SHALL REPEAT. SET TIME DELAY TO 20 MINUTES. AFTER OPERATING HOURS THE BYPASS

SWITCH SHALL TURN THE LIGHTS ON FOR A MAXIMUM OF 2HRS.

2. THE EXTERIOR LIGHTS SHALL BE AUTO ON/OFF BY PHOTOCELL. TWO LIGHTS SHALL

REMAIN ON FROM DUSK TO DAWN, THE OTHER TWO LIGHTS SHALL EITHER a) TURN OFF FROM NOT LATER THAN MIDNIGHT TO NOT EARLIER THAN 6 a.m OR b) FROM NOT LATER

THAN ONE HOUR AFTER BUSINESS CLOSING TO NOT EARLIER THAN ONE HOUR BEFORE

BUSINESS OPENING. CONFIRM LIGHTING CONTROL a OR b WITH OWNER.

3. THE E.C. SHALL CONFIRM THE HOURS OF OPERATION WITH THE OWNER.

B-20

TCLK2

+/-8'-3"

DUSK TO

DAWN

B-20

TCLK2

+/-8'-3"

NIGHT

SETBACK

A-18

TCLK1

B-20

TCLK2

+/-8'-3"

NIGHT

SETBACK

B-20

TCLK2

+/-8'-3"

DUSK TO

DAWN

CATALOG NUMBERMANUFNO

TYPENO

LAMPS

REMARKS

SURF

MOUNTING

REC PEND

VOLT LOAD

LIGHTING FIXTURE SCHEDULE

A X 26.9

XB 16

120--E X XX--

VPF4-4FT-MIN10-25W- 35K-120-OP-

WHT- OCCBT-PHSC

ARC2LED-P2-30K-MVOLT-E8WC-FAO-

DBLXD-WSBBW-DBLXD

HZN-LC-6V12W-MBC-L65-SR1-H1-

WG-20.0LX19.0X9.0D-TLRT-IND

3500K

2690 LUMENS

3000K

2250 LUMENS

4' VANDAL OPAL

W/SENSOR

WALLPACK W/DIM &

EM BATT

SELF CONTAINED

COLD LED EM LGT

LUMINAIRE LED

LITHONIA

1. DELIVER TORX SCREWDRIVER BIT TO OWNER ON COMPLETION OF PROJECT. SET DIM LEVEL TO 40% AFTER TIME DELAY.

COORDINATE WITH OWNER.

2. DELIVER REMOTE CONTROL DEVICE TO OWNER.

ISOLITE

ABBREVIATIONS

SYMBOL SCHEDULE

WALLFL'R CEIL DESCRIPTION

GARAGE

WOMEN

MEN

EXISTING

PANEL "P" EF-1

1.8MCA

@ 115V

EF-1

1.8MCA

@ 115V

CONNECT

TO LIGHTING

CIRCUIT

P-14,16

P-10,12

P-10

P-12

+37" TO

BTM OF

DRYER

NOTES:

1. THE CIRCUIT NUMBERS FOR THE DEVICES ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL CONNECT TO AVAILABLE CIRCUITS IN THE PANEL AND INDICATE CORRECT CIRCUIT NUMBERS ON AS

BUILT PLANS.

2. THE CONTRACTOR SHALL PROVIDE TWELVE (12) 1P-20A CIRCUIT BREAKERS IN SPACES 10, 12, 14, 16, 18, 20, 22, 24, 26, 28, 30, 32. CIRCUIT BREAKERS SHALL MATCH AIC RATING OF EXISTING BREAKERS.

THE E.C. SHALL CORRECT THE PANEL SCHEDULE TO REFLECT THE WORK OF THE CONTRACT.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 15, 2026.