Attachment - II - FWVA Remodel Bldg 3 FBD Drawing.pdf

PDF 8 MB Posted Jan 23, 2024

Attached to: Y1DA--Remodel Building 3 610A4-21-206
Solicitation number: 36C25024B0009
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Jan 23, 2024

This solicitation describes a project to remodel Building 3 at the Veteran Affairs Northern Indiana Hospital Care System campus in Fort Wayne, Indiana. The project scope includes hazardous material abatement, exterior modifications such as entrance replacements and canopy constructions, and landscaping. Work will be conducted in three phases, prioritizing the south entrance canopy, followed by the west entrance, then remaining exterior areas. Construction must be completed within 168 days of the notice to proceed in accordance with provided drawings and specifications. The soliciting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10.

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Other files

File	Type	Posted
36C25024B0009 0001.pdf	PDF	Mar 28, 2024
Attachment - III - Contractor EMR Certification Form.docx	DOCX document	Jan 23, 2024
Attachment - IV - Wage Determination.pdf	PDF	Jan 23, 2024
Attachment - V - VHA Directive 1192 01.pdf	PDF	Jan 23, 2024
Attachment - I - FWVA Remodel Bldg 3 FBD Specs.pdf	PDF	Jan 23, 2024
36C25024B0009 Solicitation.pdf	PDF	Jan 23, 2024

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design, Inc. and shall not be used for any purpose without prior expressed written consent.

The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

NORTH

REFERENCE

PROJECT # SIGNATURE DATE

Director Associate Director Chief of Staff Associate Director for Patient Services Associcate C.O.S. for Mental Health Chief, FMS Chief, Engineering Section Chief, Environmental Management Section Infectious Control Officer Patient Safety Manager GEMS Coordinator Safety Specialist Chief, Police Service Chief, Fire Station Union Safety Representative Contracting Officer Contracting Officer Representative

VA PROJECT NO.:

FINAL BID

DOCUMENTS

01 25OF

LOCATION MAP VICINITY MAP

Mechanical & Electrical Engineer:

SCO Engineering, LLC 6534 Constitution Drive Fort Wayne, Indiana 46804

Civil & Structural Engineer:

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

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GI001

COVER SHEET REMODEL BUILDING 3 610A4-21-206

BUILDING 3

09/19/2023 TWT LF

REMODEL BUILDING 3

610A4-21-206

2121 Lake Avenue Fort Wayne, IN

VA NORTHEN INDIANA HEALTHCARE SYSTEM: FORT WAYNE, IN

VA Northern Indiana Healthcare System:

Fort Wayne, IN 2121 Lake Avenue

Fort Wayne, IN 46805

INDEX OF WORKING DRAWINGS

SHEET NO DRAWING TITLE DRAWING N0

GENERAL

GI001 COVER SHEET 01

GI002 ICRA AND PHASING PLANS AND DETAILS 02

GI003 HAZARDOUS MATERIAL - FIRST FLOOR PLAN 03

CIVIL

CD101 CIVIL - DEMOLITION PLAN 04

CS101 CIVIL - LAYOUT PLAN 05

CG101 CIVIL - SITE GRADING PLAN 06

STRUCTURAL

SGI001 STRUCTURAL - GENERAL INFORMATION 07

SB100 STRUCTURAL - FOUNDATION PLAN 08

SF100 STRUCTURAL - ROOF FRAMING PLAN 09

SF501 STRUCTURAL DETAILS 10

DEMOLITION

AD100 DEMOLITION - FIRST FLOOR PLAN 11

AD200 DEMOLITION - ROOF PLAN 12

AD400 DEMOLITION - EXTERIOR ELEVATIONS 13

AD401 DEMOLITION - EXTERIOR ELEVATIONS 14

ARCHITECTURAL

AGI001 ARCHITECTURAL - ABBREVIATIONS AND SYMBOLS 15

AS100 ARCHITECTURAL - FIRST FLOOR PLAN 16

AS200 ARCHITECTURAL - ROOF PLAN 17

AS400 ARCHITECTURAL - EXTERIOR ELEVATIONS 18

AS401 ARCHITECTURAL - EXTERIOR ELEVATIONS 19

AS900 ARCHITECTURAL - FIRST FLOOR REFLECTED CEILING PLAN 20

ELECTRICAL

EGI001 ELECTRICAL ABBREVIATIONS AND SYMBOLS 21

EL101 ELECTRICAL LIGHTING - FIRST FLOOR PLAN 22

EY100 ELECTRICAL SYSTEMS - BASEMENT FLOOR PLAN 23

EY101 ELECTRICAL SYSTEMS - FIRST FLOOR PLAN 24

EG1000 ELECTRICAL GENERAL INFORMATION AND DETAILS 25

LOCATION OF PROJECT

E STATE BLVD.

O N

W S

LAKE AVENUE

Revisions: Date:

OFFICE

BREAKROOM

MECHANICAL

OFFICE

103A

OFFICE

VESTIBULE

OFFICE

CONFERENCE

ROOM

VESTIBULE

WOMENS

TOILET

MENS

TOILET

CORRIDOR

C100

VESTIBULE

PHASE III

PHASE I

PHASE II

SYMBOLS LEGEND

TEMPORARY PARTITION (CONTAIN

OR MINIMIZE SPREAD OF DUST)

TEMPORARY PARTITION (CONTAIN

OR MINIMIZE SPREAD OF DUST)

PHASE 1

EXISTING AREAS

(NOT IN PROJECT)

CONTRACTOR STAGING

COORDINATE WITH COR

PHASE II

PHASE III

STICKY MAT

ICRA

REQUIREMENTS

NO ENTRY

DUST BARRIER

PROVIDE AND DISPLAY ICRA REQUIREMENT

DOCUMENTATION. COORDINATE WITH COR.

5-PLY SOLID CORE FLUSH DOORS SHALL BE

SECURED, AND HAVE LIMITED, ZIPPERED ACCESS,

& MASKED OFF / SEALED & PROTECTED PER

INFECTION CONTROL REQUIREMENTS PRIOR TO

DEMOLITION & FOR DURATION OF CONSTRUCTION.

COORDINATE EGRESS REQUIREMENTS WITH COR.

SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

EXIT

CLOSED FOR

CONSTRUCTION

PROVIDE AND DISPLAY ICRA REQUIREMENT

DOCUMENTATION. COORDINATE WITH COR.

5-PLY SOLID CORE FLUSH DOORS SHALL BE

SECURED, AND HAVE LIMITED, ZIPPERED ACCESS,

& MASKED OFF / SEALED & PROTECTED PER

INFECTION CONTROL REQUIREMENTS PRIOR TO

DEMOLITION & FOR DURATION OF

CONSTRUCTION. COORDINATE EGRESS

REQUIREMENTS WITH COR. SEE SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

USE ALTERNATIVE

EXITS

CAUTION

THIS AREA CLOSED

OFF

XXXXX

INDICATOR MUST MAINTAIN -0.01 INCHES OF WATER

GAUGE (VERIFY DAILY) AIR PRESSURE, IF NOT VERIFY

ALL OPENING SUCH AS DOORS ARE CLOSED AND/OR

CHANGE OUT NEGATIVE AIR PRE-FILTER.

INDICATOR

(REFER TO

PLAN &

ELEVATION)

POST ICRA, ILSM,

FIRE INSPECTION

SHEETS VISIBLE

TO PUBLIC

SUSPENDED

PLASTIC

ZIPPER

WALL

CURTAIN

BARRIER

COMING SOON!!!

ICRA, ILSM

FIRE WATCH

MISC. FORMS

PAPER

CADDY

PERSONNEL ENTERING MUST HAVE: HARD HAT,

SAFETY GLASSES AND PROPER I.D.

-DESCRIPTION OF NEWLY PROPOSED OCCUPANCY-

THIS IS A

RESTRICTED AREA

AREA UNDER CONSTRUCTION

CONST. SUPERVISOR

NAME AND

CELL PHONE

FRAMED PICTURE

OF C.O.R.

WITH CONTACT

INFORMATION

. 4

8" A

.F .F

FLEX DUCT

PLASTIC WINDOW

(ON ALL SIDES)

HEPA NEGATIVE AIR UNIT

MOBILE

CONTAINMENT

CART WITH CANVAS /

1-1/4" SQUARE STEEL

TUBULAR FRAME

FLEX DUCT

SWIVEL CASTERS

ZIPPER SIDE ENTRY

UNIT SHALL BE VENTED

TO OUTSIDE

PROVIDE STICKY

MATS (CHANGED

END OF SHIFT OR

MORE IF NECESSARY

TO MAINTAIN

CLEANLINESS).

INDICATOR MUST BE AT -.01 OR GREATER

(VERIFY DAILY), IF NOT VERIFY ALL OPENINGS

SUCH AS DOORS ARE CLOSED AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER.

POST ICRA, ILSM, FIRE

INSPECTION SHEETS

VISIBLE TO PUBLIC.

FIRE EXTINGUISHER

ON PORTABLE FLOOR

BRACKET (ISLM MAY

REQUIRE MORE THAN

ONE).

TAPE ALL SERVICES

TO PROTECT AGAINST

CONTAMINATION.

COVER ALL RETURNS AT

THE GRATE / DIFFUSERS

SUPPLY DUCTS EITHER

KEEP RUNNING OR

COVER WHEN RUNNING

TO KEEP DUST OUT.

OUTSIDE OF BUILDING

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

OPTIONAL EXHAUST

DUCTS (COVER THE

GRATES AND THE

DIFFUSERS)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

OF02 25

Mechanical & Electrical Engineer:

SCO Engineering, LLC 6534 Constitution Drive Fort Wayne, Indiana 46804

Civil & Structural Engineer:

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

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GI002

ICRA AND PHASING PLANS AND

DETAILS

REMODEL BUILDING 3

2121 Lake Avenue Fort Wayne, IN

610A4-21-206

BUILDING 3

09/19/2023 TWT LF

GENERAL CONSTRUCTION AND PHASING NOTES

APPLICABILITY OF GENERAL CONTRUCTION NOTES:

THESE NOTES APPLY TO ALL WORK DESCRIBED IN THESE DRAWINGS AND SPECIFICATIONS AND TO ALL CONTRACTORS AND / OR SUBCONTRACTORS THAT WORK IN, ON, OR AROUDN THIS BUILDING OR THE ADJACENT SITE. FOR ADDITIONAL SCOPE OF WORK DESCRIBED IN DETAIL, SEE THE RESPECTIVE DISIPLINE DRAWINGS AND

SPECIFICATIONS.

1. EXISTING BUILDING UTILITIES: PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR TO BE

REMOVED. COORDINATE ALL VERIFICATION AND MARKING WORK WITH THE COR.

2. BUILDING DUST AND INFECTION CONTROL: THE BUILDING MAY REMAIN FULLY OCCUPIED DURING ALL PHASES OF THIS WORK. THEREFORE, PROVIDE, INSTALL, AND MAINTAIN ALL CONSTRUCTION DUST, DEBRIS AND INFECTION CONTROL MEASURES OUTLINED. SEE INFECTION CONTROL PLAN AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION. COORDINATE SPECIFIC INFORMATION WITH THE COR.

3. BUILDING ACCESS AND SECURITY: THE BUILDING MAY REMAIN FULLY OCCUPIED DURING THIS WORK.

THEREFORE, PROVIDE, INSTALL, AND MAINTAIN ALL TEMPORARY MEASURES REQUIRED TO MAINTAIN ACCESS AND SECURITY OF THE EXISTING BUILDING AND THE WORK AREA FOR THE DURATION OF THE CONSTRUCTION PROJECT. COORDINATE SPECIFIC INFORMATION WITH THE COR. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

4. EXISTING WORK AREA AND BUILDING CONDITION: PROVIDE, INSTALL, AND MAINTAIN PROTECTIVE MEASURES TO KEEP THE EXISTING BUILDING ADJACENT TO THE WORK AREA AND PATH OF DEMOLITION TRAVEL FROM CONSTRUCTION DAMAGE DURING WORK. RESTORE ANY PORTION OF THE EXISTING BUILDING OR ADJACENT SITE INADVERTENTLY DAMAGED BY, OR AS A RESULT OF THIS WORK, AT NO ADDITIONAL COST TO THE VA.

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5. EXITS TO BE MAINTAINED: MAINTAIN ONE (1) EXITS FROM ALL AREAS AT ALL TIMES FOR THE DURATION OF CONSTRUCTION. IF AN EXIT MUST BE CLOSED THE GENERAL CONTRACTOR SHALL COORDINATE WITH VA

COR FOR AN ILSM PRIOR TO CLOSING THE EXIT.

6. GENERAL DEMOLITION NOTES AND INFORMATION: SEE DISCIPLINE DRAWINGS AND SPECIFICATIONS FOR GENERAL DEMOLITION NOTES AND INFORMATION INCLUDING DISPOSAL AND / OR SALVAGE OF DEMOLISHED

MATERIALS. COORDINATE SPECIFIC INFORMATION WITH THE COR.

7. GENERAL CONSTRUCTION NOTES AND INFORMATION: SEE DISCIPLINE DRAWINGS AND SPECIFICATIONS FOR GENERAL CONSTRUCTION NOTES AND INFORMATION INCLUDING STORAGE AND STAGING OF CONSTRUCTION

MATERIALS. COORDINATE SPECIFIC INFORMATION WITH THE COR.

8. EXISTING ELECTRICAL POWER SUPPLIES AND EQUIPMENT: THE BUILDING MAY REMAIN FULLY OCCUPIED DURING CONSTRUCTION. THEREFORE, COORDINATE ALL TEMPORARY AND PERMANENT DISCONNECTING AND RECONNECTING OF EXISTING POWER SUPPLIES AND EQUIPMENT WITH THE COR. SEE DEMOLITION, ARCHITECTURAL, AND ELECTRICAL DRAWINGS, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

9. PROJECT PHASING: ALL WORK FOR THIS PROJECT SHALL BE PHASED TO MAINTAIN ONE (1) EGRESS EXIT AT ALL TIMES AND TO LIMIT DISRUPTIONS TO DAILY OPERATIONS. CONTRACTOR SHALL COORDINATE FINAL SCHEDULE WITH COR. IF ANY MEANS OF EGRESS MUST BE BLOCKED THE GENERAL CONTRACTOR SHALL

COORDINATE WITH VA COR FOR AN ILSM PRIOR TO CLOSING THE EXIT.

10. THE BUILDING MAY REMAIN FULLY OCCUPIED DURING CONSTRUCTION. THEREFORE, EXISTING CORRIDOR ACCESS AND OPERATIONS SHALL REMAIN OPEN FOR SERVICE CONTINUALLY DURING CONSTRUCTION.

11. GENERAL CONTRACTOR TO INSTALL ZIP WALLS AT ALL DOORS BETWEEN CONTRACTOR CONTROLLED SPACE

AND VA OCCUPIED SPACE.

12. CONTRACTOR TO STAGE ALL DRYWALL WITHIN EACH SPACE (OPEN OFFICE OR INDIVIDUAL OFFICE) AND THAT INFECTIONS CONTROLS TO BE IMPLEMENTED AND MAINTEINAED BEFORE AND DURING CUTTING, HANGING, MUDDNG, AND SANDING OPERATIONS.

INFECTION CONTROL PLAN GENERAL NOTES

COORDINATE WITH NORTHEAST INDIANA VAMC CONTRACTING OFFICER'S REPRESENTATIVE (COR) TO COMPLETE AN INFECTION CONTROL RISK ASSESSMENT MATRIX AND OBTAIN AN INFECTION CONTROL CONSTRUCTION PERMIT FOR EACH PHASE OF WORK OUTLINED IN THESE DOCUMENTS PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. COMPLY WITH ALL INFECTION CONTROL REQUIREMENTS FOR THE DURATION OF THE CONSTRUCTION PROJECT. SEE ITEMS LISTED BELOW AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1. REFER TO SPECIFICATIONS FOR MEDICAL CENTER "INFECTION CONTROL RISK ASSESSMENT MATRIX OF

PRECAUTIONS FOR CONSTRUCTION & RENOVATION" FOR INFECTION CONTROL INFORMATION AND

REQUIREMENTS.

2. USING THE "INFECTION CONTROL RISK ASSESSMENT MATRIX OF PRECAUTIONS FOR CONSTRUCTION &

RENOVATION" COORDINATE WITH COR TO DETERMINE THE FOLLOWING PROJECT CONDITIONS:

• PATIENT RISK GROUPS (LOW, MEDIUM, HIGH, HIGHEST)

• TYPE OF CONSTRUCTION PROJECT ACTIVITY (A, B, C, OR D)

• CLASS OF PRECAUTION / LEVEL OF INFECTION CONTROL ACTIVITIES REQUIRED (CLASS XX REQUIRED)

3. ONCE THE "CLASS OF PRECAUTION" HAS BEEN DETERMINED IN COORDINATION WITH THE COR, COMPLETE THE "INFECTION CONTROL CONSTRUCTION PERMIT." PROCEED WITH DEMOLITION AND CONSTRUCTION WORK ONLY AFTER THE PERMIT HAS BEEN AUTHORIZED BY THE COR. ONCE THE PERMIT IS AUTHORIZED, POST

THE PERMIT AS DIRECTED BY THE COR.

4. USING THE "DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS" AS OUTLINED BELOW, COORDINATE WITH THE COR TO DETERMINE THE SPECIFIC EXTENT AND APPLICATION METHODS OF THE REQUIRED INFECTION CONTROL PRECAUTIONS. PRECAUTIONS LISTED BELOW ARE TO BE CONFIRMED

WITH THE COR:

1.1. DURING CONSTRUCTION PROJECT PHASE:

1.1.1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE.

1.1.2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

1.1.3. SEAL UNUSED DOORS WITH DUCT TAPE.

1.1.4. BLOCK OFF AND SEAL AIR VENTS.

1.1.5. PLACE DUST MAT AT ENTRANCE AND EXIT WORK AREAS.

1.1.6. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

1.2. UPON COMPLETION OF PROJECT PHASE:

1.2.1. WIPE WORK SURFACES TO CONTROL DUST WHILE CUTTING.

1.2.2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

1.2.3. WET MOP AND / OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

1.2.4. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

5. DURING THE CONSTRUCTION PROJECT PHASE, PROVIDE, INSTALL, & MAINTAIN THE SPECIFIC INFECTION

CONTROL PRECAUTIONS AS DETERMINED BY COORDINATION WITH COR.

6. UPON COMPLETION OF THE CONSTRUCTION PROJECT PHASE, REMOVE SPECIFIC INFECTION CONTROL

PRECAUTIONS AS DETERMINED BY COORDINATION WITH COR.

7. IAQ (INDOOR QUALITY AIR CONTROL MEASURES DURING CONSTRUCTION.

SCALE: 1/8" = 1'-0"

GI002

FIRST FLOOR PLAN - ICRA CLASS II & PHASING PLAN NOT TO SCALE

FIRST FLOOR

BUILDING 3 KEY PLAN

RENOVATION AREAS

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

GI002

INFECTION / DUST CONTROL DOOR

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

GI002

EXIT CLOSED FOR CONSTRUCTION

SCALE: 3/8" = 1'-0"

GI002

ROOM ELEVATION

SCALE: 3/8" = 1'-0"

GI002

ICRA MOBILE CART

CLASS II WORK ITEMS NOTES:

1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE.

2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. PLACE DUST MAT AT ENTRANCE AND EXIT WORK AREAS.

6. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

PRIOR TO ANY CONSTRUCTION:

1. WIPE WORK SURFACES TO CONTROL DUST WHILE CUTTING.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

3. WET MOP AND / OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

4. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

POST CONSTRUCTION:

SCALE: 3/8" = 1'-0"

GI002

TYPICAL CONTRUCTION LAYOUT CLASS II

NORTH

PHASING PLAN

GENERAL PHASING ITEMS LISTED BELOW. CONTRACTOR TO COMPLETE ALL WORK AS OUTLINED

WITHIN THE CONSTRUCTION DOCUMENTS. THE ORDER OF PHASING SHALL BE AS FOLLOWS:

PHASE I:

• SOUTH EXTERIOR ENTRANCE, SIDEWALK, AND ACCESS RAMP / HANDRAILS

PHASE II:

• WEST EXTERIOR ENTRANCE

PHASE III:

• NORTH AND EAST EXTERIOR

• NORTH END, AND EAST FACING EXTERIOR ENTRANCE

• SOUTH END ( NEAR BASEMENT STAIRS ), AND EAST FACING EXTERIOR ENTRANCE.

• NORTH FACING EXTERIOR ENTRANCE STOOP

CONFERENCE

ROOM

OFFICE

BREAKROOM

WOMENS

TOILET

MENS

TOILET

OFFICE

103A

OFFICE

VESTIBULE

OFFICE

CORRIDOR

C100

MECHANICAL

OFFICE

VESTIBULE

CLOSET

119A

H.A.C.

ASBESTOS PLAN LEGEND

NOTES:

1. DRAWINGS DO NOT CLAIM TO IDENTIFY ALL THE ASBESTOS CONTAINING MATERIAL (ACM) PRESENT

IN THE BUILDING AND SHOULD NOT BE THE SOLE BASIS FOR IDENTIFYING ACM FOR FUTURE

RENOVATION OR DEMOLITION PROJECTS, ABATEMENT SPECIFICATIONS, ETC. MABBETT'S SURVEY

WAS PERFORMED WITH LIMITATION INHERENT TO NON-DESTRUCTIVE VISUAL INSPECTIONS IN

OCCUPIED SPACES, ANY SUSPECT MATERIAL ENCOUNTERED DURING RENOVATION / DEMOLITION

THAT IS NOT IDENTIFIED AS BEING NON-ACM SHOULD BE ASSUMED TO BE ACM UNLESS SAMPLE

RESULTS PROVE OTHERWISE.

2. FINDING DESCRIBED HEREIN DO NOT MEET THE REGULATORY PROVISIONS AND

RENOVATION/DEMOLITION INSPECTION REQUIREMENTS OF THE CLEAN AIR ACT NATIONAL

EMISSION STANDARD FOR ASBESTOS (ASBESTOS NESHAP). PRIOR TO ANY

RENOVATION/DEMOLITION ACTIVITIES, THE FACILITY OR THE AFFECTED PART OF THE FACILITY

MUST BE THOROUGHLY INSPECTED TO DETERMINE WHETHER ASBESTOS IS PRESENT.

ACM NOTES:

1. ACM MASTIC ASSUMED UNDER NON-ACM FLOORING THROUGHOUT BUILDING.

2. ACM PIPE AND FITTING INSULATION ASSUMED IN WALL CHASES AND ABOVE CEILINGS

THROUGHOUT BUILDING.

LEAD PLAN LEGEND

PLEASE SEE THE SAFETY OFFICE PRIOR TO PERFORMING MAINTENANCE/RENOVATION ACTIVITIES ON

ANY OF THE FOLLOWING COMPONENTS IN HATCHED AREAS.

IF PRESENT IN THE HATCHED AREA THESE OTHER BUILDING

COMPONENTS ARE ASSUMED TO BE LEAD CONTAINING PAINT (LCP) AT

GREATER THAN 1.0 MG/CM2 UNLESS OTHERWISE DETERMINED.

NOTES:

1. COMPONENTS SIMILAR TO THOSE LISTED IN THE TABLE ABOVE FOUND IN THE HATCHED AREAS

SHOULD BE ASSUMED TO CONTAIN LCP FOR WORKER PROTECTION, MAINTENANCE, RENOVATION,

DISPOSAL, ETC. PURPOSES UNLESS OTHERWISE DETERMINED BY AN APPROVED METHOD.

2. LEAD-CONTAINING PAINT (LCP) SCREENING MEASUREMENTS WERE COLLECTED USING AN XRF

ANALYZER. FOR ADDITIONAL INFORMATION AND FULL SCREENING RESULTS REFER TO THE

MABBETT ASBESTOS & LEAD SURVEY REPORT.

3. USERS OF THIS INFORMATION SHOULD NOT REPLY ON COLOR ALONE TO DECIDE WHETHER

SIMILAR BUILDING COMPONENTS CONTAIN LCP.

4. EQUIPMENT, FURNITURE, NON STRUCTURAL ITEMS, AND NON-PAINTED BUILDING COMPONENTS SUCH AS GLAZED TILE, GLAZED BLOCK, STAINED OR LEAD GLASS, UNPAINTED PIPING, ETC. WERE NOT INCLUDED IN THE SURVEY AND ARE NOT INCLUDED IN THE TABLE BUT MAY CONTAIN LEAD.

THESE BUILDING COMPONENTS DEPICTED IN RED ARE ASSUMED TO CONTAIN LEAD CONTAINING PAINT

(LCP) AT GREATER THAN 1.0 MG/CM2 UNLESS OTHERWISE DETERMINED.

COMPONENT

DOOR, DOOR JAMB, & FRAME

SUBSTRATE SYMBOL

METAL

METALSTAIRS, NEWELL POST, STRINGER,

RAISER, RAILING, BASEBOARD

SYMBOL

TILE, PLASTER, CONCRETE, METALWALL

METAL

BEAM

PIPE

BUILDING 3 - HAZARDOUS ASBESTOS

CONTAINING MATERIAL

ASBESTOS MATERIAL: NOTES:

BLACK MASTIC UNDER 12" x 12" TAN FLOOR TILE - APPROXIMATELY 30 SQ. FT

NOTES:

1. FOR ALL INCLUSIVE REPORT, CONTRACTOR TO COORDINATE WITH COR FOR COPY OF FULL

REPORT.

2. ALL ASSUMED ASBESTOS CONTAINING MATERIALS SHALL BE TESTED / SAMPLED BY

CONTRACTOR PRIOR TO CONSTRUCTION.

3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1, 2, 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

OF03 25

Mechanical & Electrical Engineer:

SCO Engineering, LLC 6534 Constitution Drive Fort Wayne, Indiana 46804

Civil & Structural Engineer:

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, Indiana 46845

\V iri di an \P ro je ct s\

D R

G S\

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rv t

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GI003

HAZARDOUS MATERIAL - FIRST FLOOR

PLAN

REMODEL BUILDING 3

2121 Lake Avenue Fort Wayne, IN

610A4-21-206

BUILDING 3

09/19/2023 TWT LF

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

GI003

HAZARDOUS MATERIAL - FIRST FLOOR PLAN NOT TO SCALE

FIRST FLOOR

BUILDING 3 KEY PLAN

RENOVATION AREAS

NORTH

W A

C C

W A

WA WA WA

W A

WA WA WA WA WA WA WA WA

3 7

DEMOLITION NOTES:

SAWCUT AND REMOVE CONCRETE SIDEWALK AT NEAREST JOINT.

SAWCUT AND REMOVE CONCRETE CURB.

SAWCUT AND REMOVE STOOP.

SAWCUT AND REMOVE RETAINING WALL INCLUDING FOUNDATIONS.

REMOVE RAILING. SEE HAZARDOUS MATERIAL REPORT FOR ADDITIONAL

INFORMATION.

REMOVE CONCRETE STEPS.

REMOVE CONCRETE RAMP.

SAWCUT AND REMOVE 1'-0" MIN. OF ASPHALT PAVEMENT AS NECESSARY TO

PROVIDE CLEAN EDGE.

DEMOLITION LEGEND:

SAWCUT AND REMOVE CONCRETE SIDEWALK, RAMP, STEPS, OR

SLAB AT NEAREST JOINT.

SAWCUT AND REMOVE 1'-0" MIN. OF ASPHALT PAVEMENT AS

NECESSARY TO PROVIDE CLEAN EDGE.

REMOVE CONCRETE CURB./ / / /

THESE NOTES APPLY TO ALL DEMOLITION DRAWINGS AND TO ALL CONTRACTORS AND /

OR SUBCONTRACTORS THAT WORK WITHIN THIS BUILDING.

1. CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR

WITH THE EXISTING CONDITIONS. THESE DEMOLITION SHEETS SHALL SERVE TO AID THE

CONTRACTOR IN THE EVALUATION OF THE EXTENT OF DEMOLITION: BUT SHALL NOT BE

HELD TO BE ALL INCLUSIVE.

2. CONTRACTORS SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL, TO

ENSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL INTEGRITY OF THE EXISTING

SITE OR BUILDING NOT IN SCOPE. IF THE INSPECTION INDICATES THAT THE

STRUCTURAL INTEGRITY MAY BE COMPROMISED, NOTIFY THE CONTRACTING OFFICER

REPRESENTATIVE (COR) IMMEDIATELY.

3. GENERAL CONTRACTOR TO COORDINATE ALL ASSOCIATED WORK WITH ALL

SUB-CONTRACTORS.

4. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS

AND EQUIPMENT WITH COR PRIOR TO BEGINNING OF CONSTRUCTION.

5. ALL CONSTRUCTION AREAS AND ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN BY

THE CONTRACTOR - DAILY.

6. PROTECT ADJACENT SPACES AND EXISTING EQUIPMENT FROM DEMOLITION DEBRIS

AND DAMAGE DURING CONSTRUCTION.

7. CONTRACTOR TO ENSURE NO DEMOLITION DEBRIS IS LEFT ON SITE PRIOR TO

COMPLETING ALL DEMOLITION WORK.

8. BUILDING DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION.

9. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM

DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES CONTRACTOR

IS TO CONTACT THE COR IMMEDIATELY; PRIOR TO THE END OF THE DAY OF

CONSTRUCTION.

10. ALL CONTRACTORS TO COORDINATE RELOCATION AND STORAGE OF EXISTING AND

DEMOLISHED EQUIPMENT AND MATERIALS WITH THE COR PRIOR TO THE START OF

CONSTRUCTION.

GENERAL NOTES:

NOTE #1:

1. ALL DISTURBED AREAS OF GRADE TO RECEIVE

PERMANENT SEEDING. REFER TO

SPECIFICATION SECTION 32 90 00 FOR

REQUIREMENTS.

2. ALL GRADING ELEVATIONS ARE TO MATCH

EXISTING TOP OF SURFACE UNLESS NOTED

OTHERWISE.

NOTE #2:

ALL WORK PERFORMED DURING REGULAR BUSINESS

HOURS MAY OCCUR BETWEEN 6:00 A.M. - 5:00 P.M.

MONDAY THROUGH FRIDAY. CONTRACTOR SHALL BE

SENSITIVE TO NOISE DISTURBING WORK BETWEEN 8AM

- 8PM DAILY. ANY AFTER HOURS WORK OR WEEKEND

WORK SHALL BE FIRST COORDINATED AND APPROVED

BY THE COR. ALL WORK SHALL BE COORDINATED AND

SCHEDULED WITH THE COR.

NOTE #3:

CONTRACTOR SHALL ENSURE ONE (1) LANE OF TRAFFIC

FOR ALL ADJOINING STREETS OR DRIVEWAYS TO

CONSTRUCTION AREAS REMAIN ACCESSIBLE IN BOTH

DIRECTIONS FOR EXTENT OF CONSTRUCTION AS IT

PERTAINS TO EACH PHASE. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING BARRICADES AND

SIGNAGE TO DIRECT TRAFFIC IN ALTERNATE ROUTES ON

SITE. SOME AREAS REQUIRE A PERMIT. COORDINATE

WITH COR.

NOTE #4:

IF NOISE OR VIBRATIONS ARE FOUND TO BE EXCESSIVE

BY THE COR AS A RESULT OF NOISE DISTURBING WORK

THAT MAY AFFECT THE HEALTH / SAFETY OF OCCUPANTS

ON CAMPUS, THE CONTRACTOR SHALL BE DIRECTED TO

USE LOW NOISE AND VIBRATION / ALTERNATIVE

METHODS AND WORK HOURS SHALL BE ADJUSTED TO

ACCOMMODATE ACCORDINGLY.

NOTE #5:

IF ANY PREHISTORIC OR HISTORIC

ARCHEOLOGY ARTIFACTS OR HUMAN

REMAINS ARE UNCOVERED DURING

CONSTRUCTION, DEMOLITION, OR

EARTHMOVING ACTIVITIES, STATE LAW

(INDIANA CODE 14-21-1-27 AND 29)

REQUIRE THAT THE DISCOVERY MUST BE

REPORTED TO THE DEPARTMENT OF

NATURAL RESOURCES WITHIN TWO (2)

BUSINESS DAYS. IN THAT EVENT, PLEASE

CALL 317-232-1646. BE ADVISED THAT

ADHERENCE TO INDIANA 14-21-1-27 AND

29 DOES NOT ELIMINATE THE NEED TO

ADHERE TO APPLICABLE FEDERAL STATUTES

AND REGULATIONS, INCLUDING BUT NOT

LIMITED TO 36 C.F.R. 800.

CIVIL - DEMOLITION PLAN

CD101

DSB

SCALE: 1" = 10'

CD101

CIVIL-DEMOLITION PLAN

NORTH

LPLP

FLAG POLE

B B

YL YL

FLAG POLE

LP LP

B B B B B B B B B B

BBBBBB

B B B B

EB EB

EBEB

EBEB EBEBEBEBEBEB

BB B

EBEB

EB EBEB

B B

EBEB

B B

B B B

B B

LPLP

BLDG 3

NOT TO SCALE

SITE PLAN

CAMPUS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REMODEL BUILDING 3

2121 Lake Avenue, Fort Wayne, IN

610A4-21-206

BUILDING 3

Project Director

09/19/2023 MDR

Revisions: Date:

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

4175 New Vision Drive, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting

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AutoCAD SHX Text 09-19-2023

C C

BUILDING

6.9'

5.8'

R5'

6'4'

ATC

EXIST.

1'-315 16"

18" 56"

33"

T/SIDEWALK

SEE GRADING

T/SIDEWALK

SEE GRADING

4" CONC. SIDEWALK

-SEE DETAIL

#2/CI101(4) #4 CONT. BAR @ 10" O.C.

#4 NOSING BAR

CONCRETE STEPS. PROVIDE A 1%

WASH ON EACH STEP

4" CONC. SIDEWALK

- SEE DETAIL #2/CI101

#4 COMPACTED

AGGREGATE BASE

#4 BENT BAR @

12" O.C.

BENT BAR

1"x1" ALUMINUM TUBE

COLOR TO BE DARK BRONZE (TYPICAL)

1-1/4" STD.-1/8" WALL THICKNESS, DARK BRONZE

ALUMINUM RAILING. (TYPICAL)

1-1/4" STD. ALUMINUM HANDRAIL ON ALUMINUM

BRACKETS, COLOR TO BE DARK BRONZE (TYPICAL).

DARK BRONZE ALUMINUM

RAILING -EACH SIDE OF STAIRS

6'- 0"

'-6

2 TREADS

@ 12" = 2'-0"

2'-0"1'-1115 16"

112" TYP.

STAIR DETAIL

1/2" = 1'-0"CS101

1. CEMENT TYPE: CLASS A CONCRETE, 4000PSI AT 28 DAYS.

2. DEPTH OF CONCRETE: 4" TYPICAL.

3. EXPANSION JOINTS: 1/2" THICK PRE-FORMED EXPANSION JOINT MATERIAL WITH BACKER ROD AND

SEALANT SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS:

A. WHERE NEW SIDEWALK ABUTS AN EXISTING SIDEWALK, DRIVEWAY, OR CURB.

B. EVERY 50' IN SIDEWALKS THAT ARE 100' OR MORE IN LENGTH.

4. SCORED CONSTRUCTION JOINTS: 34" TO 1 14" DEEP AT 5' INTERVALS.

5. CROSS SLOPE: NOT TO EXCEED 2.0%, WITH THE LOWEST PART OF THE SIDEWALK ABOVE THE

ADJACENT CURB.

6. SURFACE FINISH: LIGHT BROOM FINISH APPLIED FROM SIDE-TO-SIDE OF THE SIDEWALK.

7. ADA COMPLIANCE: ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF

THE AMERICANS WITH DISABILITIES ACT.

8. CONCRETE SIDEWALK SHALL BE FORMED WITH FORMS, FULL DEPTH, AND NOT EARTH FORMED.

SIDEWALK SPECIFICATIONS

NOT TO SCALE

CS101

JOINTS:

EXPANSION JOINTS SHALL BE

LOCATED EVERY 50 LF UNLESS

OTHERWISE INDICATED.

FINISH GRADE

4" CONC. WALK

4" #53 COMP. AGGREGATE

SLOPE: 2.0% MAX UNLESS

PLAN NOTES OTHERWISE

COMPACTED SUBGRADE

VARIES SEE PLAN

6x6 W2.9xW2.9 WWF

4" CONC. SIDEWALK

1" = 1'-0"

CS101

RETAINING WALL

1" = 1'-0"

2'- 0"

#4 BARS @ 12" O.C. EACH

WAY (3" MIN. COVER AT

END OF BAR)

UNDISTURBED SUBGRADE

8" CONCRETE WALL

(DOWEL TO EXISTING WALL

W/ #4 x10" BARS @ 18"

O.C. W/ 2-PART EPOXY OR

ACRYLIC ADHESIVE)

SEE PLAN FOR ELEVATION

SEE PLAN FOR ELEVATION OF TOP OF WALK

24" - #4 BENT BAR @

12" O.C.

4" CONC. WALK / RAMP

4" #53 COMP. AGGREGATE

COMPACTED SUBGRADE

6x6 W2.9xW2.9 WWF

CI101

7 HANDRAIL

1" = 1/2'-0"

RAMP

SEE LAYOUT

2'-0"1'-0"

2'- 4"

3'- 2"

RAILING NOTE:

POSTS TO BE SPACED AT 4'-0" O.C.

MAXIMUM OR AS INDICATED ON

DRAWING.

T/SIDEWALK

SEE GRADING

T/SIDEWALK

SEE GRADING

4" CONC. SIDEWALK - SEE DETAIL #2/CI101

4" CONC. SIDEWALK

- SEE DETAIL #2/CI101

#4 COMPACTED

AGGREGATE BASE

1"x1" ALUMINUM TUBE, COLOR

TO BE DARK BRONZE (TYPICAL)

1-1/4" STD.-1/8" WALL THICKNESS, ALUMINUM

RAILING, COLOR TO BE DARK BRONZE (TYPICAL).

1-1/4" STD. ALUMINUM PIPE HANDRAIL ON

ALUMINUM BRACKETS. COLOR TO BE DARK

BRONZE (TYPICAL).

ALUMINUM RAILING - EACH

SIDE OF RAMP OR STAIRS.

COLOR TO BE DARK

BRONZE (TYPICAL).

CORE DRILL 3" DIA. BY 4" DEEP OPENINGS FOR

HANDRAIL POST LOCATIONS AND FILL WITH GROUT.

CI101

6 DOWELED BUTT JOINT DETAIL

NONE

14" (MIN.)

EMBEDMENT LENGTH

6" (MIN.) EACH PANEL

2" (M

EXISTING PAVEMENT

1/2" WIDE EXPANSION JOINT WITH

SEALANT RESERVOIR AND SEAL 1/2"

DEEP

EPOXY COATED 3/4" SMOOTH ROUND

DOWEL (12" O.C.) ONE SIDE

LUBRICATED

CONCRETE

PAVEMENT

4" #53 COMP.

AGGREGATE

CS101

6x6 W2.9xW2.9 WWF

VARIES SEE PLAN

JOINTS:

EXPANSION JOINTS

SHALL BE LOCATED

EVERY 50 LF UNLESS

OTHERWISE INDICATED.

SLOPE: 2.0% MAX UNLESS

PLAN NOTES OTHERWISE

4" CONC. WALK

4" #53 COMP. AGGREGATEFINISH GRADE

COMPACTED

SUBGRADE

#4 CONT. BARS

TOP & BOTTOM

PAVEMENT

18" X 1" DEEP CONTINUOUS

SAW CUT CONTROL JOINT

" M

34" R

CURB FACE WALK

1" = 1'-0"CS101

LAYOUT NOTES:

CONTRACTOR SHALL SUPPLY AND INSTALL 4" CONCRETE SIDEWALK PER

DETAILS #1 & #2/CSI101.

CONTRACTOR SHALL SUPPLY AND INSTALL BUTT JOINT PER DETAIL #4/CS101.

CONTRACTOR SHALL SUPPLY AND INSTALL STAIRS WITH HANDRAIL PER DETAIL

#5/CS101.

CONTRACTOR SHALL SUPPLY AND INSTALL CONCRETE RAMP WITH HANDRAIL

PER DETAILS #1, #2, & #6/CS101.

CONTRACTOR SHALL SUPPLY AND INSTALL CONCRETE STOOP, SEE

STRUCTURAL DRAWINGS.

CONTRACTOR SHALL SUPPLY AND INSTALL STAIRS. SEE STRUCTURAL

DRAWINGS.

GRASS AREA. ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING.

CONTRACTOR SHALL SUPPLY AND INSTALL SEEDING AND AMENDMENTS

NECESSARY FOR VEGETATION ESTABLISHMENT.

CONTRACTOR SHALL SUPPLY AND INSTALL RETAINING WALL PER DETAIL

#7/CS101.

CONTRACTOR SHALL TRANSITION CURBING TO MATCH EXISTING CURBING.

ALL DISTURBED LANDSCAPE SHALL BE REPLACED IN-KIND.

CONTRACTOR SHALL SUPPLY AND INSTALL CURB FACE WALK PER DETAILS #1 &

#3/CSI101.

LAYOUT LEGEND:

4" CONCRETE SIDEWALK PER DETAIL #1 & #2/CS101.

ASPHALT PAVEMENT PATCH.

NOTE #1:

1. ALL DISTURBED AREAS OF GRADE TO RECEIVE

PERMANENT SEEDING. REFER TO

SPECIFICATION SECTION 32 90 00 FOR

REQUIREMENTS.

2. ALL GRADING ELEVATIONS ARE TO MATCH

EXISTING TOP OF SURFACE UNLESS NOTED

OTHERWISE.

NOTE #2:

ALL WORK PERFORMED DURING REGULAR BUSINESS

HOURS MAY OCCUR BETWEEN 6:00 A.M. - 5:00 P.M.

MONDAY THROUGH FRIDAY. CONTRACTOR SHALL BE

SENSITIVE TO NOISE DISTURBING WORK BETWEEN 8AM

- 8PM DAILY. ANY AFTER HOURS WORK OR WEEKEND

WORK SHALL BE FIRST COORDINATED AND APPROVED

BY THE COR. ALL WORK SHALL BE COORDINATED AND

SCHEDULED WITH THE COR.

NOTE #3:

CONTRACTOR SHALL ENSURE ONE (1) LANE OF TRAFFIC

FOR ALL ADJOINING STREETS OR DRIVEWAYS TO

CONSTRUCTION AREAS REMAIN ACCESSIBLE IN BOTH

DIRECTIONS FOR EXTENT OF CONSTRUCTION AS IT

PERTAINS TO EACH PHASE. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING BARRICADES AND

SIGNAGE TO DIRECT TRAFFIC IN ALTERNATE ROUTES ON

SITE. SOME AREAS REQUIRE A PERMIT. COORDINATE

WITH COR.

NOTE #4:

IF NOISE OR VIBRATIONS ARE FOUND TO BE EXCESSIVE

BY THE COR AS A RESULT OF NOISE DISTURBING WORK

THAT MAY AFFECT THE HEALTH / SAFETY OF OCCUPANTS

ON CAMPUS, THE CONTRACTOR SHALL BE DIRECTED TO

USE LOW NOISE AND VIBRATION / ALTERNATIVE

METHODS AND WORK HOURS SHALL BE ADJUSTED TO

ACCOMMODATE ACCORDINGLY.

NOTE #5:

ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE

OF PAVEMENT UNLESS NOTED OTHERWISE.

NOTE #6:

IF ANY PREHISTORIC OR HISTORIC ARCHEOLOGY

ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED

DURING CONSTRUCTION, DEMOLITION, OR

EARTHMOVING ACTIVITIES, STATE LAW (INDIANA CODE

14-21-1-27 AND 29) REQUIRE THAT THE DISCOVERY

MUST BE REPORTED TO THE DEPARTMENT OF NATURAL

RESOURCES WITHIN TWO (2) BUSINESS DAYS. IN THAT

EVENT, PLEASE CALL 317-232-1646. BE ADVISED THAT

ADHERENCE TO INDIANA 14-21-1-27 AND 29 DOES

NOT ELIMINATE THE NEED TO ADHERE TO APPLICABLE

FEDERAL STATUTES AND REGULATIONS, INCLUDING BUT

NOT LIMITED TO 36 C.F.R. 800.

CIVIL - LAYOUT PLAN

CS101

DSB

SCALE: 1" = 10'

CS101

CIVIL-LAYOUT PLAN

FLAG POLE

YLYL

B B

YL YL

FLAG POLE

B B B B B B B B B B

BBBBBB

B B B B

EB EB

EBEB

EBEB EBEBEBEBEBEB

BB B

EBEB

B B

EBEB

B B

B B B

B B

LPLP

BLDG 3

NOT TO SCALE

SITE PLAN

CAMPUS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REMODEL BUILDING 3

2121 Lake Avenue, Fort Wayne, IN

610A4-21-206

BUILDING 3

Project Director

09/19/2023 MDR

Revisions: Date:

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

4175 New Vision Drive, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting

NORTH

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C C

BUILDING

M:770.21±

FF:772.39

TS:772.28

M:770.17±

770.26

BS:770.78

772.20

772.32

771.70

771.72

770.33

770.28

TWL:771.61

BWL:771.11

771.85

M:772.26±

M:772.27±

772.18 TW:772.08

BW:770.98

TW:772.08

BW:770.99

772.18

TWL:771.64

BWL:771.11

TWL:771.39

BWL:771.39

771.48

TWL:771.76

BWL:771.11

TW:771.02

BW:771.02±771.38

M:771.02±

771.38

771.13

771.19

771.12

M:770.75±

NOTE: ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS

NOTED OTHERWISE.

PROPOSED CONTOUR

EXISTING CONTOUR

MATCH EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF WALK ELEVATION

PROPOSED BOTTOM OF WALK ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

PROPOSED TOP OF STEP ELEVATION

PROPOSED BOTTOM OF STEP ELEVATION

M:XXX.xx±

XXX.xx

TW:XXX.xx

BW:XXX.xx

TC:XXX.xx

BC:XXX.xx

TS:XXX.xx

BS:XXX.xx

GRADING LEGEND:

GRADING NOTES

ADA COMPLIANT PATH, CONTRACTOR TO MAINTAIN A MAXIMUM CROSS SLOPE OF 2.0%

ON PROPOSED SIDEWALK. CONTACT ENGINEER AND WAIT FOR FURTHER INSTRUCTION IF

CONFLICTS OCCURS.

ADA COMPLIANT PATH, CONTRACTOR TO MAINTAIN A MAXIMUM LONGITUDINAL SLOPE OF

8.33% ON PROPOSED RAMP. CONTACT ENGINEER AND WAIT FOR FURTHER INSTRUCTION

IF CONFLICTS OCCURS.

CIVIL - SITE GRADING PLAN

CG101

CDT

SCALE: 1" = 10'

CG101

CIVIL-SITE GRADING PLAN

300096

ANC NO CABLE

300097ANC

FLAG POLE

B B

YL YL

FLAG POLE

B B B B B B B B B B

BBBBBB

B B B B

AC 307732

ACU

EB EB

AC 308115

ACU 30INX11IN

EBEB

309641

ANC

314179ANC

314180

ANC

EBEB EBEBEBEBEBEB

BB B

EBEB

B B

EBEB

B B

B B B

B B

LPLP

BLDG 3

NOT TO SCALE

SITE PLAN

CAMPUS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REMODEL BUILDING 3

2121 Lake Avenue, Fort Wayne, IN

610A4-21-206

BUILDING 3

Project Director

09/19/2023 MDR

Revisions: Date:

All Concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural

Design, Inc. and shall not be used for any purpose without prior expressed written consent. The Owner shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

FINAL BID

DOCUMENTS

4175 New Vision Drive, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting

NORTH

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AutoCAD SHX Text 301606

AutoCAD SHX Text T 32

AutoCAD SHX Text 301607

AutoCAD SHX Text T 32

AutoCAD SHX Text 301996

AutoCAD SHX Text

AutoCAD SHX Text 302003

AutoCAD SHX Text

T 10 *RP2 MULCH NO ELEV

AutoCAD SHX Text 302005

AutoCAD SHX Text

T 12 *RP2 MULCH NO ELEV

AutoCAD SHX Text 302006

AutoCAD SHX Text

P 16 *RP3 MULCH NO ELEV

AutoCAD SHX Text 302173

AutoCAD SHX Text

BUSHP 42

AutoCAD SHX Text 302174

AutoCAD SHX Text

BUSHP 36

AutoCAD SHX Text 302177

AutoCAD SHX Text

BUSHP 36

AutoCAD SHX Text 302178

AutoCAD SHX Text

BUSHP 48

AutoCAD SHX Text 302179

AutoCAD SHX Text

BUSHP 48

AutoCAD SHX Text 302184

AutoCAD SHX Text

YL SOLAR POWERED

AutoCAD SHX Text 302185

AutoCAD SHX Text

YL SOLAR POWERED

AutoCAD SHX Text 302186

AutoCAD SHX Text

YL SOLAR POWERED

AutoCAD SHX Text 302258

AutoCAD SHX Text P 10

AutoCAD SHX Text 302416

AutoCAD SHX Text

AutoCAD SHX Text 302423

AutoCAD SHX Text

AutoCAD SHX Text 302530

AutoCAD SHX Text

AutoCAD SHX Text 302684

AutoCAD SHX Text

AutoCAD SHX Text 302698

AutoCAD SHX Text T 10

AutoCAD SHX Text 302699

AutoCAD SHX Text T 12

AutoCAD SHX Text 302700

AutoCAD SHX Text T 8

AutoCAD SHX Text 302701

AutoCAD SHX Text T 6

AutoCAD SHX Text 302702

AutoCAD SHX Text

AutoCAD SHX Text 302703

AutoCAD SHX Text

AutoCAD SHX Text 302704

AutoCAD SHX Text T 3

AutoCAD SHX Text 302705

AutoCAD SHX Text

BUSH 72

AutoCAD SHX Text 302706

AutoCAD SHX Text T 3

AutoCAD SHX Text 302707

AutoCAD SHX Text T 3

AutoCAD SHX Text 302708

AutoCAD SHX Text T 3

AutoCAD SHX Text 303063

AutoCAD SHX Text

AutoCAD SHX Text 303072

AutoCAD SHX Text

AutoCAD SHX Text 303103

AutoCAD SHX Text

UE B YL

AutoCAD SHX Text 303106

AutoCAD SHX Text

AutoCAD SHX Text 303107

AutoCAD SHX Text

AutoCAD SHX Text 303115

AutoCAD SHX Text

AutoCAD SHX Text 303116

AutoCAD SHX Text

AutoCAD SHX Text 303120

AutoCAD SHX Text

AutoCAD SHX Text 303126

AutoCAD SHX Text T 3

AutoCAD SHX Text 303128

AutoCAD SHX Text T 3

AutoCAD SHX Text 303131

AutoCAD SHX Text

T 3 NO ELEV

AutoCAD SHX Text 303135

AutoCAD SHX Text

P 8 *RP3 MULCH NO ELEV

AutoCAD SHX Text 303136

AutoCAD SHX Text

P 14 *RP4 MULCH NO ELEV

AutoCAD SHX Text 303137

AutoCAD SHX Text

P 12 *RP3 MULCH NO ELEV

AutoCAD SHX Text 303255

AutoCAD SHX Text

AutoCAD SHX Text 303264

AutoCAD SHX Text

AutoCAD SHX Text 303275

AutoCAD SHX Text

AutoCAD SHX Text 303285

AutoCAD SHX Text

AutoCAD SHX Text 303305

AutoCAD SHX Text

AutoCAD SHX Text 303342

AutoCAD SHX Text

AutoCAD SHX Text 303345

AutoCAD SHX Text

AutoCAD SHX Text 303354

AutoCAD SHX Text

AutoCAD SHX Text 303362

AutoCAD SHX Text

AutoCAD SHX Text 303374

AutoCAD SHX Text

AutoCAD SHX Text 303377

AutoCAD SHX Text

AutoCAD SHX Text 303386

AutoCAD SHX Text

AutoCAD SHX Text 303394

AutoCAD SHX Text

AutoCAD SHX Text 303401

AutoCAD SHX Text

AutoCAD SHX Text 303407

AutoCAD SHX Text

AutoCAD SHX Text 303410

AutoCAD SHX Text

AutoCAD SHX Text 303451

AutoCAD SHX Text

AutoCAD SHX Text 303462

AutoCAD SHX Text

AutoCAD SHX Text 303511

AutoCAD SHX Text

AutoCAD SHX Text 303528

AutoCAD SHX Text

AutoCAD SHX Text 303683

AutoCAD SHX Text

EB SWITCH

AutoCAD SHX Text 303684

AutoCAD SHX Text

EB CIRCUIT BREAKER ENCLOSURE UE B

AutoCAD SHX Text 303725

AutoCAD SHX Text

AutoCAD SHX Text 303730

AutoCAD SHX Text

AutoCAD SHX Text 303736

AutoCAD SHX Text

AutoCAD SHX Text 303753

AutoCAD SHX Text

AutoCAD SHX Text 303814

AutoCAD SHX Text T 8

AutoCAD SHX Text 303838

AutoCAD SHX Text

AutoCAD SHX Text 303841

AutoCAD SHX Text

AutoCAD SHX Text 303922

AutoCAD SHX Text

AutoCAD SHX Text 303925

AutoCAD SHX Text

AutoCAD SHX Text 303948

AutoCAD SHX Text T 12

AutoCAD SHX Text 303997

AutoCAD SHX Text

BUSH 12

AutoCAD SHX Text 304341

AutoCAD SHX Text T 9

AutoCAD SHX Text 304800

AutoCAD SHX Text T 3

AutoCAD SHX Text 305466

AutoCAD SHX Text P 16

AutoCAD SHX Text 305467

AutoCAD SHX Text P 24

AutoCAD SHX Text 305468

AutoCAD SHX Text P 30

AutoCAD SHX Text 305647

AutoCAD SHX Text

AutoCAD SHX Text 305760

AutoCAD SHX Text

AutoCAD SHX Text 305867

AutoCAD SHX Text

AutoCAD SHX Text 306313

AutoCAD SHX Text P 8

AutoCAD SHX Text 306324

AutoCAD SHX Text P 8

AutoCAD SHX Text 306325

AutoCAD SHX Text P 8

AutoCAD SHX Text 306326

AutoCAD SHX Text P 8

AutoCAD SHX Text 306327

AutoCAD SHX Text P 8

AutoCAD SHX Text 306493

AutoCAD SHX Text

BUSH B PC

AutoCAD SHX Text 306494

AutoCAD SHX Text

BUSH

AutoCAD SHX Text 306495

AutoCAD SHX Text

BUSH

AutoCAD SHX Text 306496

AutoCAD SHX Text

BUSH

AutoCAD SHX Text 306497

AutoCAD SHX Text

BUSH

AutoCAD SHX Text 306498

AutoCAD SHX Text

BUSH PT C

AutoCAD SHX Text 306508

AutoCAD SHX Text T 24

AutoCAD SHX Text 306711

AutoCAD SHX Text

AutoCAD SHX Text 306713

AutoCAD SHX Text

AutoCAD SHX Text 306714

AutoCAD SHX Text T 18

AutoCAD SHX Text 306750

AutoCAD SHX Text T 30

AutoCAD SHX Text 306784

AutoCAD SHX Text

BUSH 72

AutoCAD SHX Text 306785

AutoCAD SHX Text

BUSH 72

AutoCAD SHX Text 306800

AutoCAD SHX Text

AutoCAD SHX Text 306804

AutoCAD SHX Text T 32

AutoCAD SHX Text 306806

AutoCAD SHX Text T 36

AutoCAD SHX Text 306810

AutoCAD SHX Text T 18

AutoCAD SHX Text 306811

AutoCAD SHX Text T 22

AutoCAD SHX Text 306910

AutoCAD SHX Text T 32

AutoCAD SHX Text 307021

AutoCAD SHX Text

BUSH 42

AutoCAD SHX Text 307022

AutoCAD SHX Text T 22

AutoCAD SHX Text 307023

AutoCAD SHX Text

BUSH 48

AutoCAD SHX Text 307024

AutoCAD SHX Text P 20

AutoCAD SHX Text 307033

AutoCAD SHX Text

BUSH 36

AutoCAD SHX Text 307036

AutoCAD SHX Text

BUSH 48

AutoCAD SHX Text 307101

AutoCAD SHX Text

BUSH 72

AutoCAD SHX Text 307102

AutoCAD SHX Text

BUSH 96

AutoCAD SHX Text 307181

AutoCAD SHX Text T 22

AutoCAD SHX Text 307285

AutoCAD SHX Text P 20

AutoCAD SHX Text 307333

AutoCAD SHX Text P 12

AutoCAD SHX Text 307349

AutoCAD SHX Text T 36

AutoCAD SHX Text 307364

AutoCAD SHX Text P 26

AutoCAD SHX Text 307389

AutoCAD SHX Text P 14

AutoCAD SHX Text 309833

AutoCAD SHX Text

EB SWITCH CONN TO BLD & ACU

AutoCAD SHX Text 309859

AutoCAD SHX Text

STUMP 8

AutoCAD SHX Text 307651

AutoCAD SHX Text

PWP W/DROP NO OH

AutoCAD SHX Text 307657

AutoCAD SHX Text T 8

AutoCAD SHX Text 307658

AutoCAD SHX Text T 7

AutoCAD SHX Text 307670

AutoCAD SHX Text T 20

AutoCAD SHX Text 307671

AutoCAD SHX Text T 12

AutoCAD SHX Text 307672

AutoCAD SHX Text T 26

AutoCAD SHX Text 307673

AutoCAD SHX Text T 10

AutoCAD SHX Text 307674

AutoCAD SHX Text T 24

AutoCAD SHX Text 307675

AutoCAD SHX Text T 24

AutoCAD SHX Text 307676

AutoCAD SHX Text T 20

AutoCAD SHX Text 307677

AutoCAD SHX Text T 24

AutoCAD SHX Text 307678

AutoCAD SHX Text T 13

AutoCAD SHX Text 307679

AutoCAD SHX Text T 36

AutoCAD SHX Text 307680

AutoCAD SHX Text T 10

AutoCAD SHX Text 307681

AutoCAD SHX Text T 27

AutoCAD SHX Text 307682

AutoCAD SHX Text T 24

AutoCAD SHX Text 307683

AutoCAD SHX Text T 36

AutoCAD SHX Text 307684

AutoCAD SHX Text T 32

AutoCAD SHX Text 307685

AutoCAD SHX Text T 12

AutoCAD SHX Text 307686

AutoCAD SHX Text T 14

AutoCAD SHX Text 307687

AutoCAD SHX Text T 24

AutoCAD SHX Text 307688

AutoCAD SHX Text T 18

AutoCAD SHX Text 307689

AutoCAD SHX Text T 12

AutoCAD SHX Text 307690

AutoCAD SHX Text T 18

AutoCAD SHX Text 307691

AutoCAD SHX Text T 26

AutoCAD SHX Text 307692

AutoCAD SHX Text T 6

AutoCAD SHX Text 307693

AutoCAD SHX Text T 10

AutoCAD SHX Text 307694

AutoCAD SHX Text T 30

AutoCAD SHX Text 307713

AutoCAD SHX Text

EB SWITCH

AutoCAD SHX Text 307714

AutoCAD SHX Text

EB SWITCH

AutoCAD SHX Text 307740

AutoCAD SHX Text

EB SWITCH CONN TO ACU

AutoCAD SHX Text 308044

AutoCAD SHX Text

AutoCAD SHX Text 308047

AutoCAD SHX Text

AutoCAD SHX Text 308048

AutoCAD SHX Text

AutoCAD SHX Text 308062

AutoCAD SHX Text

EB SWITCH

AutoCAD SHX Text 308063

AutoCAD SHX Text

EB SWITCH

AutoCAD SHX Text 308064

AutoCAD SHX Text P 3

AutoCAD SHX Text 308065

AutoCAD SHX Text P 3

AutoCAD SHX Text 308066

AutoCAD SHX Text T 3

AutoCAD SHX Text 308074

AutoCAD SHX Text

BUSH 72

AutoCAD SHX Text 308080

AutoCAD SHX Text

AutoCAD SHX Text 308114

AutoCAD SHX Text

BUSHP 66

AutoCAD SHX Text 308119

AutoCAD SHX Text

BUSH 72

AutoCAD SHX Text 308128

AutoCAD SHX Text

EB SWITCH CONN TO ACU

AutoCAD SHX Text 308129

AutoCAD SHX Text

BUSH 48

AutoCAD SHX Text 308261

AutoCAD SHX Text T 14

AutoCAD SHX Text 308262

AutoCAD SHX Text T 12

AutoCAD SHX Text 308263

AutoCAD SHX Text T 16

AutoCAD SHX Text 308264

AutoCAD SHX Text T 12

AutoCAD SHX Text 308265

AutoCAD SHX Text

BUSH 54

AutoCAD SHX Text 308266

AutoCAD SHX Text P 12

AutoCAD SHX Text 308306

AutoCAD SHX Text

BUSHP 4FTX10FT

AutoCAD SHX Text 308377

AutoCAD SHX Text

EB SWITCH CONN TO ACU

AutoCAD SHX Text 308393

AutoCAD SHX Text

EM UE B

AutoCAD SHX Text 308567

AutoCAD SHX Text T 10

AutoCAD SHX Text 308570

AutoCAD SHX Text T 14

AutoCAD SHX Text 308614

AutoCAD SHX Text

EB SWITCH CONN TO ACU

AutoCAD SHX Text 308615

AutoCAD SHX Text

EB SWITCH CONN TO ACU1

AutoCAD SHX Text 308652

AutoCAD SHX Text

A…

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File details come from the government source that posted it. Updated Jan 23, 2024.