Attachment 6 - Chillicothe EHRM IU Tier 2 - Part-1.pdf

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

CONSULTANT

CONSULTANT: A/E:

GDM-AE, Inc.

1308 NE 134th ST. SUITE A

VANCOUVER, WA 98685

P: 541.436.4723

WWW.GDM-AE.COM

VA PROJECT NUMBER:

PROJECT TEAM

APPLICABLE CODES, REGULATIONS AND DESIGN MANUALS

OWNER

NOT FOR CONSTRUCTION

FOR OFFICIAL USE ONLY (FOUO)

ARCHITECT COST ESTIMATORELECTRICAL ENGINEER

CIVIL ENGINEER

ERM CONSULTANT

MECHANICAL ENGINEER

PLUMBING ENGINEER

FIRE PROTECTION

VA CONTRACT NUMBER:

US DEPARTMENT OF VETERAN AFFAIRS

35% SCHEMATIC DESIGN 10/27/2023

04/07/202565% DESIGN DEVELOPMENT

10% BASIS OF DESIGN 09/27/2023

95% CONSTRUCTION DOCUMENTS 06/12/2025

09/15/202595% CONSTRUCTION DOCUMENTS - REV 1

DATE

RYAN JETER

STATION

A u to d e sk D o cs

/2

-0

V

A C h ill ic o th e E

H R

M T

/2

-0

V

A C h ill ic o th e -A rc h M o d e l_

B ld g .0

.r vt

G-001

CD MA10/20/2025

COVER SHEET VA CHILLICOTHE (EHRM) ELECTRONIC

HEALTH RECORDS MODERNIZATION

INFRASTRUCTURE UPGRADES

17273 STATE ROUTE 104

CHILLICOTHE, OH 45601-9715

100% CONSTRUCTION

DOCUMENT

17273 STATE ROUTE 104

CHILLICOTE VA MEDICAL CENTER

VA CHILLICOTHE (EHRM) ELECTRONIC HEALTH RECORDS

MODERNIZATION INFRASTRUCTURE UPGRADES

100% CONSTRUCTION DOCUMENT

538-21-705

GDM-AE, Inc.

Chilliothe VA Medical Center

Trent Vartorella, COR

17273 state route 104

Chillicothe, OH. 45601-9715

GDM-AE, Inc.

Celyn Dezmaim

1308 NE 134th Street, Suite A

Vancouver, WA 98685

GDM-AE, Inc.

Alex Walker

1308 NE 134th Street, Suite A

Vancouver, WA 98685

PRO DIMS

Dennis Teschong

520 Kirkland Way, Suite 301

Kirkland WA. 98033-6256

AMERICAN ENGINEERING TESTING

Bruce Bohman

550 Cleveland Avenue North

GDM-AE, Inc.

Scotten Blair

1308 NE 134th Street, Suite A

Vancouver, WA 98685

St. Paul, MN 55114-1804

Eric Shreve

1308 NE 134th Street, Suite A

Vancouver, WA 98685

GDM-AE, Inc.

Scotten Blair

1308 NE 134th Street, Suite A

Vancouver, WA 98685

GDM-AE, Inc.

Conrad Chandler

1308 NE 134th Street, Suite A

Vancouver, WA 98685

CHILLICOTHE, OH 45601-9715

10/20/2025

538-21-705

36C77623C0079

CELYN DEZMAIN

100% CONSTRUCTION DOCUMENTS 10/20/2025

FULLY

SPRINKLERED

APPLICABLE CODES, STANDARDS, VA DESIGN MANUALS AND DIRECTIVES

VA OFFICE OF ELECTRONIC HEALTH RECORD MODERNIZATION OEHRM SITE INFRASTRUCTURE AND ENDER USER DEVICE (EUD) REQUIREMENTS APRIL 15, 2021 (VERSION 2.0 CONCURRENCE) PARAGRAPH 2.9 PHYSICAL SECURITY

DESIGN REQUIREMENTS STATES:

TELECOMMUNICATIONS ROOMS (TRS) AND DATA CENTERS SHALL COMPLY WITH THE FOLLOWING DESIGN

MANUALS AND EHRM PROGRAM REQUIREMENTS:

U.S. DEPARTMENT OF VETERANS AFFAIRS OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT TELECOMMUNICATIONS AND SPECIAL TELECOMMUNICATIONS SYSTEMS DESIGN MANUAL, FEBRUARY

2016 (PG-18-12) HTTPS://WWW.CFM.VA.GOV/TIL/DGUIDE.ASAP

U.S. DEPARTMENT OF VETERANS AFFAIRS OFFICE OF INFORMATION & TECHNOLOGY (OIT) INFRA-

STRUCTURE STANDARDS FOR TELECOMMUNICATIONS SPACES VERSION 3.1 1 JULY 2021.

OIT DESIGN GUIDE TEMPLATES FOR CRITICAL INFRASTRUCTURE IN TELECOMMUNICATIONS

SPACES (CLINICAL AND NON-CLINICAL ENVIRONMENTS), APRIL 16, 2020

VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL, REV APRIL 1, 2021.

ANSI/TIA-942-B TELECOMMUNICATIONS INFRASTRUCTURE STANDARD FOR DATA CENTERS

VA HANDBOOK APPENDIX B 0730/4 PHYSICAL SECURITY REQUIREMENTS SECURITY AND LAW

ENFORCEMENT. APPENDIX B PHYSICAL SECURITY REQUIREMENTS FOR IT DATA CENTERS AND SEVER ROOMS, DECEMBER 12, 2012.

ACCESSIBILITY CODE

FEDERAL ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS), REV 2015

PG-18-13 VA FIRE BARRIER (A SUPPLEMENT TO FEDERAL BARRIERS ACT ACCESSIBILITY

STANDARDS) FIRE DESIGN GUIDE, DEC 2011

BUILDING CODES

2021 INTERNATIONAL BUILDING CODE (IBC) WHERE NFPA 101 AND ASSOCIATED DOCUMENTS ARE SILENT

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL FIRE CODE (IFC), WHERE NFPA STANDARDS AND CODES ARE SILENT

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1: FIRE CODE, 2021

NFPA 10: STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022

NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022

NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2021

NFPA 70: NATIONAL ELECTRICAL CODE, 2020

NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE, 2021

NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

NFPA 75: STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT, 2020

NFPA 101: LIFE SAFETY CODE, 2021

NFPA 241: STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2022 NFPA 291: RECOMMENDED PRACTICE FOR WATER FLOW TESTING AND MARKING OF HYDRANTS, 2022

NFPA 2001: STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2022

VA DESIGN MANUALS

VA OFFICE OF CONSTRUCTION AND FACILITY MANAGEMENT DESIGN MANUAL AUGUST 1, 2014

PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS, HTTP://WWW.CFM.VA.GOV/TIL/SPEC.ASP2)

PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES, APRIL 2019, HTTP://WWW.CFM.VA.GOV/TIL/CPRO.ASP

PG-18-14 ROOM FINISHES, DOOR AND HARDWARE SCHEDULE – DECEMBER 2018

U.S. DEPARTMENT OF VETERANS AFFAIRS OFFICE OF INFORMATION & TECHNOLOGY (OIT) INFRASTRUCTURE

STANDARDS FOR TELECOMMUNICATIONS SPACES (ISTS) VERSION 4.0 JUNE 1, 2023

HVAC DESIGN MANUAL—NOVEMBER 1, 2017, REV MAY 1, 2019, REV 3/1/2020

VA ELECTRICAL DESIGN MANUAL – DECEMBER 1, 2019

VA FIRE PROTECTION DESIGN MANUAL, NINTH EDITION, NOVEMBER 1ST, 2023

LIGHTING DESIGN MANUAL — DECEMBER 2015 HTTP://WWW.CFM.VA.GOV/TIL/DMANUAL/DMLIGHTING.PDF

VA SEISMIC CODES AND STANDARDS, H-18-8 HTTP://WWW.CFM.VA.GOV/TIL/SEISMIC.ASP

SUSTAINABLE DESIGN MANUAL MANUAL – REV 1 AUGUST 18, 2017,

ASBESTOS ABATEMENT DESIGN MANUAL FOR NEW HOSPITALS, REPLACEMENT HOSPITALS, AMBULATORY CARE, CLINICAL ADDITIONS, ENERGY CENTERS, OUTPATIENT CLINICS, ANIMAL RESEARCH FACILITIES, LABORATORY

BUILDINGS – JULY 2011

MECHANICAL DESIGN STANDARDS

AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR-CONDITIONING ENGINEERS (ASHRAE)

STANDARD 62.1 – VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY, 2017

STANDARD 90.1 - ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS, STANDARD 170 - VENTILATION OF HEALTH CARE FACILITIES, 2021

SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION

HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE

HVAC SYSTEMS COMMISSIONING MANUAL, 2ND EDITION, 2013

SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS, 3RD EDITION, 2008

US DEPARTMENT OF VETERAN’S AFFAIRS (VA)

HVAC DESIGN MANUAL (REVISION 1), PG18-10, 1 MAY 2021

SUSTAINABLE DESIGN MANUAL (REVISION 1), 18 AUGUST 2017

A. REQUIREMENTS FOR VA MINOR NEW CONSTRUCTION AND RENOVATION PROJECTS (I.E. UNDER

$20,000,000) WHOLE BUILDING COMMISSIONING MANUAL (REVISION 1), NOVEMBER 2013

ELECTRICAL DESIGN STANDARDS

UNDERWRITER’S LABORATORY, INC (UL) STANDARDS – 2019

ANSI/TIA-568-D SERIES, COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD, AND ITS

PUBLISHED ADDENDA. -2017

ANSI/TIA 568.0-E, GENERIC TELECOMMUNICATIONS CABLING FOR CUSTOMER PREMISES, AND ITS

PUBLISHED ADDENDA. – 2017

ANSI/TIA 568.1-E, COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD, AND ITS PUBLISHED

ADDENDA. – 2017

ANSI/TIA 568.2-D, BALANCED TWISTED-PAIR TELECOMMUNICATIONS CABLING AND COMPONENTS. 2017

ANSI/TIA 568.3-D, OPTICAL FIBER CABLING COMPONENTS STANDARD, AND ITS PUBLISHED

ADDENDA. – 2017

ANSI/TIA 568.4-D BROADBAND COAXIAL CABLING AND COMPONENTS STANDARD

ANSI/TIA-569-C, COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATIONS PATHWAYS AND SPACES, AND ITS PUBLISHED ADDENDA. – 2017

ANSI/TIA-606-A, ADMINISTRATION STANDARD FOR THE TELECOMMUNICATIONS INFRASTRUCTURE OF

COMMERCIAL BUILDINGS, AND ITS PUBLISHED ADDENDA – 2017

ANSI/J-STD-607-A, COMMERCIAL BUILDING GROUNDING (EARTHING) AND BONDING REQUIREMENTS FOR

TELECOMMUNICATIONS, AND ITS PUBLISHED ADDENDA. – 2017

BUILDING INDUSTRIES CONSULTING SERVICES INTERNATIONAL (BICSI) – 2019

TELECOMMUNICATIONS DISTRIBUTION METHODS MANUAL (TDMM) -2020

NFPA 70E, 2021

STRUCTURAL ENGINEERING DESIGN STANDARDS

AMERICAN CONCRETE INSTITUTE (ACI 2019)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 15TH EDITION)

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-16)

CIVIL ENGINEERING DESIGN STANDARDS

VA SITE DEVELOPMENT DESIGN MANUAL — APRIL 1, 2021

INTERNATIONAL BUILDING CODE (IBC) — 2018

EHRM PROGRAM DESIGN ALERTS

00 VA OEHRM SITE INFRASTRUCTURE REQUIREMENTS V2.0

SOCAMES 6 DESIGN ALERT 1 - 11

Revisions: Date eshreve Stamp eshreve Text Box 10-20-25

1. The contractor shall visit the project site prior to bidding to become familiar with the existing site conditions, security provisions, laydown area and other site-specific general conditions which may affect the bid value for this project.

2. The contractor shall arrange for and obtain all VA issued permits (hot work, ICRA, weekend work, holiday's, shutdown, etc.), certificates, inspections and department approvals for work performed under this contract and provide copies of the same to the COR.

3. Construction signage, font and size shall be consistent with the facility's existing signage systems.

4. Work is not to commence until approval of a cost loaded project schedule seperated by definable features of the work.

5. The contractor shall schedule, coordinate, and facilitate all power, Mechanical and Plumbing outages and shutdowns. Coordinate and schedule with the COR a minimum of fourteen calendar days prior to the outage.

6. All required existing exits from occupied portions of the buildings must be always maintained.

7. The contractor shall establish procedures which minimize the circulation of construction personnel and materials through occupied portions of the building.

8. Prior to the delivery of materials to the construction zone and removal of waste from construction zones the contractor shall establish acceptable access routes and times with the COR.

9. Areas adjacent to the designated work areas shall be kept clean and free of obstructions.

10. Under no circumstances shall any areas outside the construction zone be utilized by the contractors without prior approval from the COR.

11. Construction materials shall not be stored in corridors at any time.

12. Trash shall be removed from the buildings daily. Contractor to provide and empty dumpsters as required. No construction related waste to be placed in existing VA trash removal apparatus.

13. All approved interior staging areas shall be protected with fire resistant enclosures.

14. If scope of work results in long-term ceiling removal, contractor to discuss with COR whether a rated enclosure must be constructed, or temporary upright sprinklers installed to meet NFPA requirements. Refer to NFPA 241 (2019), paragraph 8.6.2

15. Protect-in-place fire suppression systems during construction.

16. If penetrations through rated floors or walls cannot be fire-stopped at the end of the work shift, temporary firestopping composed of mineral wool should be installed in the penetration to provide temporary protection against fire/smoke spread through the unsealed penetration.

17. Notify the COR of any planned construction activities that may generate excessive noise. Schedule such work only with the consent of the COR.

18. Exercise care during construction and coordinate the sequence of work and phasing with the COR to prevent disruption of the medical center routine. Some aspects of the work and work in some areas will require the work to be performed only at night, weekends, or holidays at no additional cost to the government.

19. The project manual, which includes general conditions, supplemental conditions, and technical specifications is complementary to the drawings. Together these documents describe the project requirements, if there are discrepancies in requirements between the project manual and the drawings, the contractor shall advise the architect and request clarification.

20. The contractor shall provide all necessary materials, tools, equipment, and facilities required and shall perform all labor and services of every description as may be necessary to complete the scope of work defined in the contract documents.

21. Fabricate and install all work in strict accordance with contract documents and all applicable state and local codes.

22. All contractors and subcontractors shall be responsible for the proper performance of their work, coordination with other trades, means and methods of construction and safety and security of materials and personnel on site.

23. Cutting and patching as necessary shall be performed by each trade as required for the performance and installation of the work. Cutting and patching shall be done in a workmanlike manner consistent with industry standards for the finishes and substrates affected.

24. Unless the materials, equipment or work required are specifically noted as provided or furnished by others, they shall be provided under this contract.

25. All work shall be performed by skilled workers in a workmanlike and professional manner consistent with industry standards.

26. Materials and components as specified constitute an expected standard of quality. Substitutions require the written approval of the contracting officer. Substitution requests must receive approval a minimum of seven days prior to submission of bids.

Do not assume product equality and submit shop drawings from alternate vendors without prior written approval. In this event the submittal will be rejected, and the contractor will be required to provide the system specified as the basis of design at no additional cost to the owner.

27. All equipment and piping shall be supported or braced in accordance with the provisions of the technical specifications.

28. The contractor shall protect the facility from the weather and maintain security throughout construction.

29. The contractor shall maintain the site and all buildings and structures in proper working order and shall, without additional charge, replace any work, materials, or equipment furnished and installed under the contract which develop defects, within one

(1) year from the date of final acceptance by the COR.

30. Protect all existing conditions during construction. The contractor will repair or replace at no additional charge to the owner any existing work damaged by construction activities.

31. All items noted to be removed and reinstalled shall be handled with proper care and stored safely to prevent damage; if damage does occur items shall be replaced at no expense to the VA.

32. The design adequacy, safety, and erection of bracing, shoring, scaffolding, and temporary supports and restrains is the sole responsibility of the contractor.

33. Any construction installed in non-compliance with the contract documents shall be corrected at no expense to the VA.

34. All drawings, though noted with scale, are for illustration only. Do not scale the drawings. Items incorrectly located due to scaling of drawings shall be corrected.

35. These drawings were produced from existing as-built drawings and field observations and may not accurately or fully represent as-built condition. Discrepancies may be encountered, and it is the contractor’s responsibility to field verify all dimensions, existing conditions, and points of connection. Conrtactor to provide a Differing conditions report to document all design discrepancies or other observations not considered addressed in the contractor proposal and subsequent award. Provide to the CO and COR in advance of any work.

36. The contractor responsibilities for field verification shall include all existing conditions including but not limited to regulated materials, architecture, structure, mechanical, electrical, plumbing, equipment, and all other existing systems; make necessary provisions to maintain the integrity and operation of said systems prior to the commencement of demolition where required.

37. See mechanical, electrical, telecommunications & architectural drawings for any system or portions thereof to be removed, relocated, revised, or abandoned. Notify the COR of any systems that may be affected, require demolition or alteration that are not shown on design drawings prior to commencing demolition.

38. Prior to drilling or coring existing concrete, contractors shall locate existing reinforcement using non-destructive testing (NDT) and maintain adequate clearances to avoid damage to existing reinforcement. Whenever feasible, contractors shall use ground penetrating radar (GPR) or means other than x-ray. Where x-ray is required, contractor shall provide written request at least three (3) weeks prior to event; work may be required to be performed outside normal work hours and shall be documented on the three (3) week look ahead schedule.

GENERAL NOTES DRAWING INDEX

PHASING NOTES:

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

''1

35% SCHEMATIC DESIGN 10/27/2023

CONSULTANT

CONSULTANT: A/E:

04/07/2025

FULLY

SPRINKLERED

65% DESIGN DEVELOPMENT

10% BASIS OF DESIGN 09/27/2023

GDM-AE, Inc.

1308 NE 134th ST. SUITE A

VANCOUVER, WA 98685

P: 541.436.4723

WWW.GDM-AE.COM

06/12/202595% CONSTRUCTION DOCUMENTS

09/15/202595% CONSTRUCTION DOCUMENTS - REV 1

NOT FOR CONSTRUCTION

FOR OFFICIAL USE ONLY (FOUO)

RYAN JETER

STATION

A u to d e sk D o cs

/2

-0

V

A C h ill ic o th e E

H R

M T

/2

-0

V

A C h ill ic o th e -A rc h M o d e l_

B ld g .0

.r vt

G-020

GENERAL INFORMATION

CD MA

VA CHILLICOTHE (EHRM) ELECTRONIC

HEALTH RECORDS MODERNIZATION

INFRASTRUCTURE UPGRADES

100% CONSTRUCTION

DOCUMENT

538-21-705

CELYN DEZMAIN

17273 STATE ROUTE 104

CHILLICOTHE, OH 45601-9715

100% CONSTRUCTION DOCUMENTS 10/20/2025

10/20/2025

EXT

EXP

EXIST

ENGR

EQUIP

EQ

ELEV

EMER

EXPANSION OR EXPOSED

EXTERIOR, EXTERNAL, OR

EXISTING

EQUIPMENT

ELEVATION, OR ELEVATOR

EMERGENCY

ENGINEER

EQUAL

INSUL

IN

ID

HTG

HW

IDENTIFICATION, INSIDE DIAMETER, OR

INCHES

HEATING

HOT WATER

OD

BLK

CJ

CFM

BW

CAB

BTWN

BTU

BOT

BM

BLDG

BKG

BITUM

BFF

BD

AVE

CUBIC FEET PER MINUTE

BRITISH THERMAL UNIT

CONSTRUCTION OR CONTROL JOINT

BOTH WAYS

CABINET

BETWEEN

EIFS

EJ

EF

EB

EA

DS

DTL

DR

DN

BELOW FINISHED FLOOR

BUILDING

BEAM OR BENCH MARK

BLOCK

BOTTOM

BITUMINOUS

BACKING

AVENUE

BOARD

DEMO

DIM

DIA

DEPT

DF

DET

DBL

D

CU YD

APPROX

AHU

ASTM

AV

ARCH

ALT

ALUM

AIB

ADJ

AFF

A/C

AIR INFILTRATION BARRIER

ABOVE FINISHED FLOOR

TESTING AND MATERIALS

AMERICAN SOCIETY FOR

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ARCHITECT

APPROXIMATE

AUDIO VISUAL

ADJACENT, ADJOINING, OR

AIR CONDITIONING

CONC

CTB

CORR

CT

CPT

CONT

CONF

COL

CMU

CLO

CLR

CLG

CL

EXTERIOR INSULATION &

FINISH SYSTEM

EXPANSION JOINT

EXHAUST FAN

EXPANSION BOLT

EACH

DOWNSPOUT

DETAIL

DOOR, DRAIN, DRESSING ROOM

DOWN

HGT

HM

HORIZ

HP

HDPE

HDW

HDR

HD

HB

HC

H

GYP

GYM

DEMOLITION

DEPARTMENT

DRINKING FOUNTAIN

DIMENSION

DIAMETER

DETAIL

CUBIC YARD

DEPTH OR PENNY (NAIL)

DOUBLE

GALV

GLU LAM

GFI

GA

GAL

G

FRT

FURN

FTG

FT

FRP

FOM

FOS

FOF

MRG

HIGH DENSITY POLYETHYLENE

HOLLOW METAL OR HECTOMETER

HORIZONTAL

HORSEPOWER OR

HEIGHT

HARDWARE

HEADER

HEAD

HOSE BIBB

HIGH

HOLLOW CORE

GYPSUM

GYMNASIUM

OC

NTS

NOM

NIC

NO

MTL

N/A N

MTD

MTG

FIRE RETARDENT TREATMENT

GROUND FAULT INTERRUPTER

FIBER REINFORCED POLYESTER OR

GAUGE OR GAGE OR

GLUE LAMINATED BEAM

GALVANIC OR GALVANIZED

GALLON

GAS

FOOT OR FEET

FACE OF MASONRY

FACE OF STUD

FACE OF FINISH

FOOTING

FURNISH OR FURNITURE

MISC

MEZZ

MET

MEMB

MAX

MECH RM

MDO

MB

MACH

MATL

M

CONCRETE MASONRY UNIT

CONCRETE

CORRIDOR

CERAMIC TILE

CONTINUOUS

CONFERENCE

CERAMIC TILE BASE

CARPET

OCCUPANCY, CLEANOUT, OR COMPANY

CENTERLINE

COLUMN

CLOSET

CEILING

CLEAR

FEC

FL

FLUOR

FOC

FG

FF

FD

FDTN

FE

FDC

FCO

FA

F

FIRE DEPARTMENT CONNECTION

FIRE EXTINGUISHER & CABINET

FACE OF CONCRETE OR

FLUORESCENT

FINISH FACE

FINISH GRADE

FLOORLINE

FIRE ALARM

FIRE EXTINGUISHER

FLOOR CLEANOUT

FOUNDATION

FLOOR DRAIN

FAHRENHEIT OR FEMALE

LT GA

LAV

LBS

LAB

L

JT

JST

JAN

SIM SIMILAR

WD WOOD

OUTSIDE DIAMETER

STRUCTURAL INSULATED PANEL

SLAB-ON-GRADE

SPECIFICATION

SANITARY SEWER ORSS

SOG

SQ

SPEC

SMK

SIP

SL

SQUARE

SHEET METAL

SILL

WELDED WIRE FABRIC

WEIGHTWT

WWF

MOISTURE RESISTANT GYP. BRD.

NUMBER

ON CENTER

NOMINAL

NOT IN CONTRACT

NOT TO SCALE

METAL

MOUNTED

NOT APPLICABLE

NORTH

MOUNTING

MEDIUM DENSITY OVERLAY

MEZZANINE

MEMBRANE

MISCELLANEOUS

METAL

MECHANICAL ROOM

MACHINE BOLT

MACHINE

MATERIAL

MAXIMUM

MALE

RESILIENTRESIL

RIGHT HAND

RIGHT HAND REVERSE

SHOP DRAWINGS, SMOKE DETECTOR OR

SQUARE FOOT (FEET)

SD

SEP

SHT

SF

SA

S

SEPARATION

SHEET

SUPPLY AIR

SOUTH

RH

RHR

RFP

REV REVISION

REQUEST FOR PROPOSAL

POUNDS PER SQUARE FOOT

RUBBER BASE OR RESILIENT BASE

REFLECTED CEILING PLAN

REINFORCE

RECESSED

REF

REQD

REINF

RD

REC

RB

RCP

REFERENCE

REQUIRED

ROAD OR ROOF DRAIN

RA

R

QA

PSF

PROP

PROJ

QUALITY ASSURANCE

RETURN AIR

RADIUS OR RISER

PROPERTY

PROJECT

LABORATORY

LAVATORY

LIGHT GAGE

POUND

ANGLE

JANITOR

JOINT

JOIST

PROFESSIONAL ENGINEER

POINT OF CONNECTION

PLASTIC LAMINATEPLAM

PREFIN

PR

POC

PLYWD

PREFINISH

PAIR

PLYWOOD

PKG

P.E.

PC

PAVT

PACKAGE

PAVEMENT

PIECE, POLYCARBONATE OR

THK THICKNESS

UNITED STATES

UTILITY

VINYL COMPOSITION TILE

WATER CLOSET OR

VESTIBULE

VERTICAL

VEST

W

WC

W/

WEST OR WIDE

WITH

VERT

VCT

V

UTIL

US

VOLT

TOP OF JOIST

TOP OF BEAM

TOP OF FOOTING

TOP OF CONCRETE

TYPICAL

TENSILE STRENGTH OR

TELEVISION

TOP OF STEEL

HEAT TRANSFER COEFFICIENT

UNDERWRITER'S LABORATORY

TYP

UL

U

TOJ

TV

TS

TOS

TOC

TOF

TOB

STANDARD

STRUCTURAL

SUSPENDED

STORAGE

STAIRS OR STREET

TONGUE & GROOVE

TEMPERATURE OR TEMPORARY

TELEPHONE

TOP OF CURB

T & G

TEMP

TEL

TC

STRUCT

SUSP

STOR

STD

ST

(E) EXISTING

GYP BRD GYPSUM BOARD

PORTLAND CEMENT

OR DRIVE

FACE OF CURB

ACT

AE

ACOUSTICAL CEILING TILE

ARCHITECT/ENGINEER

ADA AMERICANS WITH DISABILITIES ACT

ADJUSTABLE

AFC ABOVE FINISHED COUNTER

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASPH ASPHALT

AUTO AUTOMATIC

AUX AUXILIARY

AVG AVERAGE

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

AWPA AMERICAN WOOD PRESERVER'S

ASSOCIATION

B PL BASE PLATE

BALC BALCONY

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BI-FOLDING DOORS

BLD BUILD

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BSMT BASEMENT

C TO C CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CHEM CHEMICAL

CIP CASE IN PLACE

CIR CIRCLE

CIRC CIRCULAR

CLG HT CEILING HEIGHT

CO CARBON MONOXIDE, CERTIFICATE OF

COORD COORDINATE

CPRS COMPRESSIBLE

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSMT CASEMENT

CSWK CASEWORK

CTF CERAMIC TILE FLOOR

CTRL CONTROL

CTV CABEL TELEVISION

CU FT CUBIC FEET

CU IN CUBIC INCH

CW COLD WATER

DAT DATUM

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DIFF DIFFERENCE OR DIFFUSER

DISP DISPENSER

DOC DOCUMENT

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DW DISHWASHER

DWG DRAWING

EFS EXTERIOR FINISH SYSTEM

ELAST ELASTOMERIC

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQL SP EQUALLY SPACED

ESMT EASEMENT

EST ESTIMATE

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXTINGUISHER

EXT GR EXTERIOR GRADE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FO FINISHED OPENING

FOW FACE OF WALL

FR FIRE RATING, FIRE RESISTANT,

OR FRAME

FIBER REINFORCED PLASTIC

FRZ FREEZER

FSTNR FASTENER

FURG FURRING

GYPSUM ASSOCIATON

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GT GROUT

GUT GUTTER

GYP PLAS GYPSUM PLASTER

H PLAM HIGH PRESSURE

HAZ MAT HAZARDOUS MATERIALS

PLASTIC LAMINATE

HCWD HOLLOW CORE WOOD DOOR

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HOSP HOSPITAL

HIGH PRESSURE

HQ HEADQUARTERS

HT HEIGHT

HVAC HEATING, VENTILATION, AND

AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

INTERIOR DESIGN

INCL INCLUDED

INFO INFORMATION

INSULATION

KPL KICKPLATE

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LBR LUMBER

LED LIGHT EMITTING DIODE

LH LEFT HAND

LHR LEFT HAND REVERSE

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LS LUMP SUM

LT WT LIGHTWEIGHT

LVD LOUVERED

LVR LOUVER

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MD METAL DECK

MEAS MEASURE

MEMO MEMORANDUM

MFD MANUFACTURED

MFG MANUFACTURING

MFR REC MANUFACTURER'S RECOMMENDATION

MID MIDDLE

MLDG MOLDING (MOULDING)

MLWK MILLWORK

MOD MODEL, MODIFY OR MODULE

MR MOISTURE RESISTANT

MULL MULLION

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS

ASSOCIATION

OPNG OPENING

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OZ. OUNCE

PART PARTIAL

PAT PATTERN

PBD PARTICLEBOARD

PCA PORTLAND CEMENT ASSOCIATION

PEDESTALPED

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PHOTO PHOTOGRAPH

PL PROPERTY LINE

PL GL PLATE GLASS

PLASTER OR PLASTICPLAS

PLUMBINGPLBG

PRCST PRECAST

PREFAB PREFABRICATE

PRELIM PRELIMINARY

PREP PREPARATION

PREV PREVIOUS

POLYVINYL CHLORIDE (PLASTIC)PVC

PT PAINT, PNEUMATIC TUBE, OR

POUNDS PER SQUARE INCHPSI

PRESSURE TREATED

PAVINGPVG

POWERPWR

QC QUALITY CONTROL

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

RADIATORRAD

RECEPTACLERECPT

RECTANGLERECT

REGISTERREG

REPAIRREP

REPLACEREPL

REQ REQUIRE

RETURNRET

RFI REQUEST FOR INFORMATION

RLG RAILING

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

SALV SALVAGE

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SCHED SCHEDULE

OR SOAP DISPENSER

SECTIONSECT

SINGLESGL

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SJ SCORED JOINT

SLNT SEALANT

SM

SMOKE

SPRINKLERSPKLR

SPEAKERSPKR

SUPPLYSPLY

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SERVICE SINK

STAINLESS STEELSST

SOUND TRANSMISSION CLASSSTC

STL STEEL

STL PL STEEL PLATE

SUBSTITUTESUB

SUSPENDED CEILIINGSUSP CLG

SYMBOLSYM

TREADT

TIME AND MATERIALST & M

TILE COUNCIL OF AMERICATCA

THERM THERMAL

TOP OF ___TO

TOP OF FOUNDATIONTO FDN

TOP OF MASONRYTOM

TOP OF PARAPETTOP

TOP OF WALLTOW

TREATEDTRTD

TUBE STEEL

THERMOSTATTSTAT

UNINTERRUPTIBLEUPS

POWER SUPPLY

URINALUR

ULTRAVIOLETUV

VARIESVAR

OR VITRIFIED CLAY TILE

VENTILATIONVENT

VIDEOVID

VERIFY IN FIELDVIF

VOLATILE ORGANIC COMPOUNDVOC

VOLUMEVOL

VOLTAGEVOLT

W/O WITHOUT

WALL COVERING

WDW WINDOW

WATER HEATERWH

WELDEDWLD

WATERPROOFINGWP

WEATHER RESISTANTWR

WAINSCOTWSCT

EXTRUDED POLYSTYRENEXPS

YARDYD

YEARYR

BOARD (INSULATION)

TYPICAL ABBREVIATIONS

Revisions: Date:

CIVIL CONSTRUCTION PHASING NOTES

1. PHASE 1 - THIS PHASE CAN NOT RUN SIMULTANEOUSLY WITH THE EXTERIOR PAVING WORK. CONTRACTOR SHALL SCHEDULE MCR WORK BEFORE EXTERIOR WORK IS

STARTED OR AFTER EXTERIOR WORK IS COMPLETED.

a. SET UP PERIMETER WITH TEMPORARY BARRICADES AND FENCING FOR STAGING AT THE NORTHEAST CORNER OF THE BUILDING FOR THE TEMPORARY POWER AND HVAC EQUIPMENT TO SERVE MCR. THE LIMITS OF THE STAGING AREA IS NOTED ON SHEET 00-CS-002.

b. BREAK DOWN TEMPORARY STAGING AREA ONCE MCR SCOPE IS COMPLETE. COORDINATE WITH ELECTRICAL, ARCHITECTURAL, MECHANICAL AND FIRE PHASING.

2. PHASE 2

a. INSTALL APPROVED MOT FOR PEDESTRIAN AND VEHICULAR BARRICADES DURING SIDEWALK CONSTRUCTION.

b. SAW CUT AND REMOVE THE EXISTING CONCRETE SIDEWALK AND SLAB ON THE NORTHWEST CORNER OF THE BUILDING.

c. NEW MECHANICAL EQUIPMENT PADS TO BE INSTALLED PER SHEET 00-CU-202 AND MECHANICAL DRAWINGS.

d. ROUGH GRADE AND PREPARE SUBGRADE FOR CONCRETE ON NORTHWEST SIDE OF BUILDING.

e. POUR CONCRETE SLAB, SIDEWALK, AND CURB RAMP.

f. ONCE CONCRETE IS CURED, CERTIFIED BY COR AND DOR, REMOVE MOT AND OPEN NEW ADA ACCESS.

3. PHASE 3

a. AFTER NORTHWEST CONCRETE AND FLAT WORK SCOPE IS COMPLETE AND ACCEPTED, THE EAST SIDE ASPHALT PARKING LOT SHALL BE CLOSED AND MOT NSTALLED

TO ROUTE PEDESTRIANS TO THE FRONT OF THE BUILDING WHERE ADA ACCESS IS AVAILABLE.

b. DURING THE TIME OF CLOSURE, THE PATRONS AND STAFF OF THE VA POLICE DEPARTMENT SHALL USE THE FRONT ENTRANCE OF BUILDING 18 TO GAIN ACCESS TO THE

BASEMENT.

c. VEHICULAR PARKING FOR THE BASEMENT AND POLICE STATION SHALL TEMPORARY UTILIZE THE EXISTING ADJACENT PARKING STALLS ON THE NORTH END OF THE

BUILDING AND THE EXISTING STALLS ALONG THE LOOP ROAD BEHIND BUILDING 12.

d. COMPLETE UNDERGROUND UTILITY WORK PER SHEET 00-CU-101.

e. COMPLETE REMOVAL AND REPLACEMENT OF ASPHALT PARKING LOT PER 00-CD-101 AND 00-CG-101.

f. NSTALL PAVEMENT MARKINGS PER 00-CG-101 AND 00-CU-202.

g. INSPECT UNDERGROUND UTILITIES, PREPARE AND COMPLETE PUNCH LIST.

h. INSPECT ASPHALT PARKING LOT, PREPARE AND COMPLETE PUNCH LIST.

i. ONCE UNDERGROUND UTILITIES AND PAVING IS COMPLETE, CERTIFIED BY COR AND DOR, REMOVE MOT AND OPEN PARKING LOT AND ACCESS TO BASEMENT.

REMEDIATION AND ARCHITECTURAL CONSTRUCTION PHASING NOTES

1. PHASE 1

a. WHERE SPACES ARE OCCUPIED, CONTRACTOR SHALL PROVIDE PRIOR NOTICE OF XX DAYS TO THE VA TO ALLOW FOR OCCUPANTS TO BE RELOCATED.

b. ONLY ONE SPACE SHALL BE UNDER ACTIVE CONSTRUCTION AT A TIME UNLESS OTHERWISE NOTED BY THE VA.

2. PHASE 2

a. APPROPRIATE CONTAINMENT SHALL BE PUT INTO PLACE, INSPECTED AND ACCEPTED PRIOR TO START OF ANY RELATED WORK.

b. REMEDIATION WORK SHALL BE COMPLETED, INSPECTED, TESTED, AND ACCEPTED PRIOR TO MOVING TO THE NEXT LOCATION.

3. PHASE 3

a. DEMOLISH EXISTING LIEBERT CRAC SYSTEMS, INCLUDING INDOOR UNITS, OUTDOOR UNITS, DISCONNECTS, FUSES, CONDUITS AND CONDUCTORS, AND CONTROLS SYSTEM. BREAKERS IN EXISTING SOURCE PANELS FEEDING CRAC SYSTEMS SHALL BE REMOVED AND SPACE IN PANEL MAINTAINED FOR USE WITH NEW INDOOR CRAC

UNITS.

4. PHASE 4

a. PROVIDE FEEDS TO NEW CRAC SYSTEMS. INDOOR CRAC UNITS TO BE FED BY EXISTING DISTRIBUTION BOARD ‘MDP-1A’ IN MAIN ELECTRICAL ROOM. OUTDOOR CONDENSER UNITS TO BE FED BY EXISTING EMB PANEL IN MAIN ELECTRICAL ROOM. PROVIDE NEW SHUNT-TRIP BREAKERS IN RESPECTIVE PANELS, DISCONNECTS, FUSES, CONDUITS, AND CONDUCTORS AS REQUIRED FOR CRAC SYSTEMS. TIE SHUNT-TRIP BREAKERS INTO EPO SYSTEM.

5. PHASE 5

a. INITIAL START UP AND COMMISSIONING OF CRAC SYSTEMS. EPO INTERCONNECTION TESTS AND APPROVALS SHALL BE PERFORMED.

6. PHASE 6

a. TEMPORARY COOLING UNITS TO BE REMOVED AFTER NEW CRAC SYSTEM IS FULLY OPERATIONAL AND COMMISSIONING HAS BEEN COMPLETED AND ACCEPTED.

REMOVE CONDUITS AND CONDUCTORS BACK TO EXTERIOR PANEL. 40A/2P BREAKERS TO REMAIN AS SPARE.

ELECTRIC PHASING NOTES

1. PHASE 1

a. DEMOLISH (1) EXISTING STULTZ INDOOR CRAC UNIT, ENCLOSED CIRCUIT BREAKER, 208:480Y/277V STEP-UP TRANSFORMER, AND CONDUIT AND CONDUCTORS FROM THE SECONDARY-SIDE OF TRANSFORMER TO THE EXISTING STULTZ UNIT TO BE REMOVED. CONDUIT AND CONDUCTORS FROM THE PRIMARY-SIDE OF THE TRANSFORMER TO BE INTERCEPTED AND EXTENDED TO EXTERIOR CORNER OF BUILDING 18, WHERE TEMPORARY COOLING WILL BE INSTALLED.

b. DEMOLISH ASSOCIATED OUTDOOR CONDENSER UNIT FOR 1ST STULTZ UNIT, DISCONNECT, FUSES, AND CONDUIT AND CONDUCTORS FROM SOURCE PANEL TO

OUTDOOR STULTZ UNIT. BREAKER IN SOURCE PANELTO REMAIN AS SPARE.

c. PROVIDE NEW 100A PANEL WITH (3) 40A/2P BREAKERS AND (3) 20A/1P BREAKERS. 40A/2P BREAKERS TO BE USED FOR TEMPORARY COOLING AND 20A/1P BREAKERS TO

REMAIN AS SPARE FOR FUTURE USE.

d. EXTEND EXISTING FEEDERS FROM PRIMARY-SIDE OF DEMOLISHED TRANSFORMER TO NEW 208V, 100A, 3-PHASE PANEL IN NEMA 3R ENCLOSURE. PROVIDE PANEL WITH

100A MAIN BREAKER.

e. DEMOLISH 2ND STULTZ INDOOR CRAC UNIT, ENCLOSED CIRCUIT BREAKER, 208:480Y/277V STEP-UP TRANSFORMER, AND CONDUIT AND CONDUCTORS FROM THE SOURCE PANEL TO STULTZ UNIT. EXISTING BREAKER IN SOURCE PANEL TO BE REMOVED TO ALLOW CAPACITY FOR CONNECTION TO NEW OUTDOOR UNITS IN PHASE 4.

f. DEMOLISH ASSOCIATED STULTZ OUTDOOR CONDENSER UNIT, DISCONNECT, FUSES, AND CONDUIT AND CONDUCTORS FROM SOURCE PANEL TO OUTDOOR STULTZ

UNIT. BREAKER IN SOURCE PANELTO REMAIN AS SPARE.

2. PHASE 2

a. PROVIDE CONDUIT AND CONDUCTORS FROM (3) 40A/2P BREAKERS IN EXTERIOR PANEL TO TEMPORARY COOLING UNITS. ENSURE TEMPORARY COOLING UNITS ARE FULLY INSTALLED, OPERATING IN AN N+1 CONFIGURATION, AND COMPLETELY OPERATIONAL PRIOR TO CONTINUATION OF WORK. N+1 OPERATION SHALL BE MAINTAINED

THROUGHOUT CONSTRUCTION.

PHASEING GENERAL NOTES

1.*TO BE REMOVED IF PANELS FEEDING TRANSFORMERS FOR STULTZ UNITS CAN BE CONFIRMED BY VA* CONTRACTOR SHALL VERIFY EXISTING PANEL(S) AND CIRCUITS THAT FEED THE TRANSFORMERS FOR STULTZ INDOOR CRAC UNITS TO BE DEMOLISHED. VERIFICATION SHALL BE DONE PRIOR TO INITIATION OF WORK.

2.EXTENDED FEEDERS ARE NOT ALLOWED TO HAVE CONDUIT AND CONDUCTORS OF DIFFERENT TYPES AND CLASS. SAME TYPE AND CLASS OF CONDUIT AND CONDUCTORS SHALL BE UTILIZED WHEN EXTENDING THE FEEDERS FROM DEMOLISHED TRANSFORMER TO NEW PANEL.

FIRE PROTECTION CONSTRUCTION PHASING NOTES

1. PHASE 1 - COMPLETE ARCHITECTURAL EXPANSION OF THE MAIN COMPUTER ROOM PRIOR TO PERFORMING THE FOLLOWING FIRE PROTECTION IMPROVEMENTS.

a. MODIFICATION OF THE FIRE SPRINKLER SYSTEM TO UPGRADE FIRE SPRINKLER COVERAGE TO ORDINARY HAZARD

b. TESTING OF THE CLEAN AGENT ROOM ENCLOSURE/LEAKAGE AS REQUIRED BY SPECIFICATION SECTION 21 22 00 SECTION 3.3.A.

c. INSTALLATION OF THE CLEAN AGENT SYSTEM.

MECHANICAL PHASING NOTES

1. PHASE 1

a. DEMOLISH EXISTING STULTZ CRAC UNIT INDOOR UNITS, OUTDOOR UNITS, PIPING, WIRING, & CONTROLS. EXISTING LIEBERT CRAC UNITS SHALL REMAIN IN OPERATION.

2. PHASE 2

a. INSTALL ELECTRICAL CONNECTIONS TO FACILITATE TEMPORARY COOLING UNITS. REFER TO ELECTRICAL DOCUMENTS.

b. INSTALL TEMPORARY COOLING UNITS, DUCTWORK, & CONTROLS, INCLUDING SUPPLY AIR CONNECTIONS FROM UNITS TO UNDERFLOOR AIR DISTRIBUTION SYSTEM.

TEMPORARY UNITS SHALL BE PROVIDED WITH CONTROLS INCLUDING LEAD-LAG & FAIL-OVER FUNCTIONALITY. CONTROLS SHALL INCLUDE REMOTE ACCESS & MONITORING FOR ALARMS. IF ANY UNIT FAILS AN ALARM NOTIFICATION SHALL BE SENT. N+1 COOLING SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.

3. PHASE 3

a. DEMOLISH EXISTING LIEBERT CRAC SYSTEMS, INCLUDING INDOOR UNITS, DUCTWORK, WIRING, & CONTROLS.

4. PHASE 4

a. INSTALL NEW EXPANSION OF MCR AREA, INCLUDING UNDERFLOOR AIR DISTRIBUTION. REFER TO ARCHITECTURAL DOCUMENTS.

b. INSTALL NEW CRAC SYSTEMS.

5 PHASE 5

a. START UP NEW CRAC SYSTEMS.

b. COMMISSION NEW CRAC SYSTEMS.

6.PHASE 6

a. REMOVE TEMPORARY COOLING SYSTEMS, INCLUDING UNITS, DUCTWORK, & CONTROLS.

b. REMOVE TEMPORARY ELECTRICAL CONNECTIONS. REFER TO ELECTRICAL DOCUMENTS.

50 FIGURE 01 LEAD ABATEMENT AREAS

49 FIGURE 01 MOLD REMEDIATION AREAS

REMEDIATION PLANS

48 018-EJ-003 BLDG. 18 ELECTRICAL PANEL SCHEDULES

47 018-EJ-002 BLDG. 18 NEW ONE LINE DIAGRAM

46 018-EJ-001 BLDG. 18 EXISTING ONE LINE DIAGRAM

45 018-EP-012 BLDG. 18 ELECTRICAL ENLARGED PLAN

44 018-EP-011 BLDG. 18 ELECTRICAL FLOOR PLAN - GROUND & 1ST FLOOR

43 018-ED-012 BLDG. 18 ELECTRICAL ENLARGED DEMOLITION PLAN

42 018-ED-011 BLDG. 18 ELECTRICAL DEMOLITION PLAN - GROUND & 1ST FLOOR

41 000-EG-001 LEGEND, ABBREVIATION LIST, AND GENERAL NOTES

ELECTRICAL

40 018-MH-202 ENLARGED FIRST FLOOR HVAC PLANS

39 018-MH-201 ENLARGED GROUND FLOOR HVAC PLAN

38 018-MD-202 ENLARGED FIRST FLOOR HVAC DEMOLITION PLAN

37 018-MD-201 ENLARGED GROUND FLOOR HVAC DEMOLITION PLAN

36 018-MH-102 FIRST FLOOR HVAC PLANS

35 018-MH-101 GROUND FLOOR HVAC PLANS

34 MH-003 DETAILS & DIAGRAMS

33 MH-002 SCHEDULES

32 MH-001 LEGEND, ABBREVIATION LIST, AND GENERAL NOTES

MECHANICAL

31 018-FP-503 CLEAN AGENT INSPECTION REPORT

30 018-FP-502 FIRE SPRINKLER INSPECTION REPORT

29 018-FP-501 FIRE SUPPRESSION DETAILS

28 018-FP-104 FIRST FLOOR CLEAN AGENT PLAN – MCR

27 018-FP-103 FIRST FLOOR FIRE SPRINKLER AND FIRE EXTINGUISHER PLAN – MCR

26 018-FP-102 GROUND FLOOR FIRE SPRINKLER PLAN

25 018-FP-101 FIRST FLOOR FIRE ALARM PLAN – MCR

24 00-FP-002 FIRE PROTECTION SIGNAGE REQUIREMENTS

23 00-FP-001 FIRE PROTECTION GENERAL NOTES, DIAGRAM, AND LEGEND

FIRE PROTECTION

22 018-A-301 LOWER CANOPY ROOF

21 018-A-122 PARTIAL FRIST FLOOR CEILING PLAN

20 018-A-121 PARTIAL FIRST FLOOR PLAN

19 018-A-112 PARTIAL GROUND CEILING PLAN

18 018-A-111 PARTIAL GROUND FLOOR PLAN

17 018-A-110 PARTIAL GROUND FLOOR PLAN

16 018-A-101 OVERALL PLANS

15 018-AD-401 EXISTING INTERIOR PHOTOS

14 018-AD-121 PARTIAL FIRST FLOOR CEILING DEMOLITION PLAN

13 018-AD-120 PARTIAL FIRST FLOOR DEMOLITION PLAN

12 018-AD-112 PARTIAL GROUND CEILING DEMOLITION PLAN

11 018-AD-111 PARTIAL GROUND FLOOR DEMOLITION PLAN

10 018-AD-110 PARTIAL GROUND FLOOR DEMOLITION PLAN

ARCHITECTURE

9 00-CU-202 CIVIL DETAILS

8 00-CG-201 CIVIL DETAILS

7 00-CG-101 BUILDING 18 - CIVIL GRADING PLAN

6 00-CU-101 BUILDING 18 - CIVIL DRAINAGE PLAN

5 00-CD-101 BUILDING 18 - CIVIL DEMOLITION PLAN

4 00-CS-002 BUILDING 18 - EXISTING CIVIL SITE PLAN

3 00-CS-001 CIVIL GENERAL NOTES

CIVIL

2 002-G-020 GENERAL INFORMATION

1 002-G-001 COVER SHEET

PG SHEET DRAWING TITLE

eshreve Stamp eshreve Text Box 10-20-25

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

1/ 2'

3' 0'

1'

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2'

1' 0'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Fi le

P at h

Revisions: Date: CONSULTANT

CONSULTANT:

GDM-AE, Inc.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

P: 541.426.4723

WILL GORDON, CEO

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

07/17/2025

FULLY

SPRINKLERED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

100% CONSTRUCTION

DOCUMENTS

VA CHILLICOTHE (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

17273 STATE ROUTE 104

CHILLICOTHE, OH 45601-9718

538-21-705

CD DT

10% BASIS OF DESIGN 09-27-2023

35% SCHEMATIC DESIGN 11-08-2023

65% DESIGN DEVELOPMENT 04-07-2025

95% CONSTRUCTION DOCUMENTS 06-12-2025

CIVIL GENERAL NOTES

00-CS-001

I. GENERAL NOTES

A. THE FOLLOWING PROVISIONS ARE TO BE USED IN CONJUNCTION WITH VA SPECIAL PROVISIONS, VA SPECIFICATIONS, OHIO DEPARTMENT OF TRANSPORTATION (ODOT) STANDARD SPECIFICATIONS AND ALL OTHER APPLICABLE JURISDICTIONS.

B. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

C. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT SITE AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO THE UNDERTAKING OF THE AFFECTED WORK.

D. ANY DISCREPANCIES IN THESE DRAWINGS, SPECIFICATIONS, NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE COR, WHO SHALL CORRECT SUCH DISCREPANCIES IN WRITING AFTER THOROUGHLY REVIEWING ANY CHANGES. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH

DISCREPANCIES SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK. IN CASE OF DIFFERENCE BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN, PER FAR 52.236-21.

E. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE WITH THE CONTRACTOR, COR, AND ALL APPLICABLE INSPECTORS PRIOR TO BEGINNING WORK.

F. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA.

G. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES, UTILITIES, LANDSCAPING, AND SURVEY MARKERS. PROVIDE FALSEWORK, SHORING, UNDERPINNING, AND INCLONOMETERS AS IS REQUIRED TO PERFORM THE WORK.

H. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY CODES WHERE APPLICABLE.

I. THE CONTRACTOR IS TO PROVIDE LOCATES AS IS NEEDED TO PERFORM THE WORK.

J. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF ITEMS REQUIRING INSPECTIONS.

K. PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE COR. FOR ANY MATERIALS OR STRUCTURES PROPOSED.

L. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING RECORD DRAWINGS AND ARE NOT GUARANTEED TO BE ACCURATE, NOR ALL INCLUSIVE.

M. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION BY THE CONTRACTOR.

N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, IN PLACE, ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. PROVIDE FALSEWORK AS IS REQUIRED TO TEMPORARILY SUPPORT ALL MATERIAL. DAMAGE DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED AT THE CONTRACTORS EXPENSE.

O. CONTRACTOR SHALL NOT CUT OR DAMAGE EXISTING UTILITIES, STRUCTURAL MEMBERS, OR BUILDING FOUNDATIONS. HAND EXCAVATE IN LOCATIONS WHERE EXISTING UTILITIES ARE SUBJECT TO DAMAGE.

P. CONTRACTOR SHALL USE DYED CONCRETE FOR CONCRETE ENCASED CONDUITS. DYE COLOR WAYS SHALL FOLLOW APWA UNIFORM COLOR CODE FOR MARKING UNDERGROUND FACILITIES.

Q. NOTIFY COR 72 HOURS IN ADVANCE OF PERFORMING UNDERGROUND UTILITY LOCATES. THE GOVERNMENT WILL ILLUMINATE ALL STREET LIGHTING AND EXTERIOR LIGHTING FOR THE CONTRACTOR SO ANY UNDERGROUND ELECTRICAL CONVEYANCE MAY BE DISCOVERED DURING THE LOCATE. IN THE EVENT THE

CONTRACTOR CUTS THROUGH AN ELECTRICAL CABLE AND THE LOCATE WAS PERFORMED WITHOUT NOTIFICATION THIS WILL NOT BE TREATED AS A DIFFERING SITE CONDITION AND THE CONTRACTOR SHALL REPLACE THE CUT CABLE FROM THE FIXTURE TO THE ORIGINAL SPLICE LOCATION AT NO COST OR TIME

EXTENSION TO THE GOVERNMENT. REPAIR AT THE UNINTENTIONAL CUT IS NOT ACCEPTABLE.

R. CONTRACTOR SHALL PROVIDE BURY DEPTH ON UTILITIES MIN 12" BELOW THE FROST LINE. WHERE THE FROST LINE IS LESS THAN 36" BELOW GRADE, CONTRACTOR SHALL ENSURE UTILITIES HAVE MIN 36" OF COVER.

II. ADDITIONAL PERMITS

A. VA SPECIFIC PERMITS MAY BE REQUIRED FOR ON-SITE WORK INCLUDING ALL RETAINING WALLS, GRADING, AND EROSION CONTROL. ADHERENCE TO ALL CONDITIONS OF THESE PERMITS IS REQUIRED AS A PART OF THIS PLAN. COORDINATE WITH COR.

B. VA SPECIFIC PERMITS MAY BE REQUIRED FOR SIDEWALK INSTALLATION AS WELL AS CURB AND GUTTER REMOVAL AND DRIVEWAY CONSTRUCTION WHEN CONSTRUCTED AT BUILDING PERMIT STAGE. COORDINATE WITH C.O.R.

C. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FOR ANY CONSTRUCTION PERMIT, VA SPECIFIC PERMITS, ETC. REQUIRED FOR THE SCOPE OF WORK TO BE COMPLETED.

III. EROSION CONTROL NOTES

A. WHEN CONSTRUCTION OPERATIONS ARE SUCH THAT DEBRIS FROM THE WORK IS DEPOSITED ON THE STREETS, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY DEPOSITS OR DEBRIS WHICH MAY ACCUMULATE ON THE ROADWAY SURFACE. IF THE CONTRACTOR FAILS TO KEEP THE STREETS FREE FROM

DEPOSITS AND DEBRIS RESULTING FROM THE WORK, THE CONTRACTOR SHALL, UPON ORDER OF THE COR, PROVIDE FACILITIES FOR, AND REMOVE ALL CLAY, DIRT, OR OTHER DEPOSITS FROM THE TIRES OR BETWEEN WHEELS BEFORE TRUCKS OR OTHER EQUIPMENT WILL BE ALLOWED TO TRAVEL OVER PAVED STREETS. SHOULD THE CONTRACTOR FAIL OR REFUSE TO CLEAN THE STREETS IN QUESTION, OR THE TRUCKS OR EQUIPMENT IN QUESTION, COR MAY ORDER THE WORK SUSPENDED AT THE CONTRACTORS RISK UNTIL COMPLIANCE WITH THE CONTRACTOR'S OBLIGATIONS IS ASSURED, OR THE COR MAY ORDER THE STREETS IN QUESTION CLEANED BY OTHERS AND SUCH COSTS INCURRED IN ACHIEVING COMPLIANCE WITH THESE REQUIREMENTS, INCLUDING CLEANING OF THE STREETS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

B. THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING ACCEPTABLE METHODS AND MATERIALS AS SHOWN IN THE CONSTRUCTION DOCUMENTS. IF THE METHODS AND MATERIALS AS SHOWN ON THE PLAN ARE NOT ADEQUATE, THE COR MAY REQUIRE ADDITIONAL/ALTERNATIVE METHODS FOR EROSION CONTROL AND/OR PROTECTION OF EXISTING DRAINAGE STRUCTURES. ANY DAMAGE CAUSED TO THE STORMWATER SYSTEM AS A RESULT OF THE WORK OUTLINED ON THIS PLAN SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RESOLVING SAID DAMAGE MAY INCLUDE, BUT NOT BE

LIMITED TO, THE CLEANING OF THE DRAINAGE SYSTEM IN QUESTION BY THE CONTRACTOR.

C. WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT DUST FROM BECOMING AIR BORNE. VIOLATION OF THIS CONDITION WILL RESULT IN A STOP WORK ORDER UNTIL CORRECTED.

D. FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES SHALL BE PLACED UNDER THE INSPECTION OF A STATE LICENSED GEOTECHNICAL ENGINEER HIRED BY THE GENERAL CONTRACTOR. SOIL TO BE PLACED SHALL BE TESTED AND COMPACTED TO 95% OF ITS MAXIMUM DENSITY. ENGINEER SHALL

DOCUMENT EXISTING SITE CONDITIONS, SOIL AND ITS PLACEMENT AND ALLOWABLE BEARING CAPACITY SUBMITTED.

E. AN NPDES PERMIT IS NOT REQUIRED FOR THIS PROJECT DUE TO THE SIZE. IF SIZE IS CHANGED DUE TO SCOPE MODIFICATION AND TRIGGERS PERMITS REQUIREMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PROVIDING THE PERMIT.

IV. EROSION CONTROL MEASURES

A. MINIMUM EROSION CONTROL MEASURES SHALL INCLUDE:

1. CONSTRUCTION ENTRANCE (WHEN APPLICABLE)

2. PERIMETER EROSION/SEDIMENTATION CONTROL

3. PROTECTION OF CATCH BASINS

4. STABILIZATION OF EXPOSED SOILS

B. ALL EROSION CONTROL SHALL BE IN PLACE PRIOR TO CLEARING. THE CONTRACTOR SHALL CALL THE COR FOR INITIAL EROSION CONTROL INSPECTION PRIOR TO START OF WORK, AS DESCRIBED BELOW.

C. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES TO THE APPROVAL OF THE COR.

D. CALL FOR INSPECTION UPON COMPLETION OF:

1. STAKING OF CLEARING LIMITS

2. INSTALLATION OF EROSION CONTROL AND PRIOR TO SITE GRADING

3. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES

E. ALL MATERIAL REMOVED FROM SITE SHALL BE PLACED ONLY AT A PERMITTED SITE. VERIFY LOCATION OF DESTINATION OF MATERIAL PRIOR TO EXPORTATION.

F. OFFSITE TRAFFIC CONTROL PROVISIONS AS APPROVED BY THE CITY TRAFFIC ENGINEER SHALL BE ADHERED TO AT ALL TIMES.

G. TREES TO BE REMOVED SHALL BE CLEARLY MARKED FOR REMOVAL. TREES TO BE SAVED SHALL BE FENCED WITH BARRICADE FENCE AT THE DRIP LINE (OUTER EDGE OF TREE BRANCHES) TO KEEP CONSTRUCTION VEHICLES FROM COMPACTING ROOT ZONE AND KILLING TREES. THIS FENCING SHALL BE MAINTAINED

UNTIL CONSTRUCTION ENDS.

H. SOME VEGETATION, TREES, AND PLANTS MAY BE HISTORICAL IN NATURE AND WILL REQUIRE SPECIAL PERMITS AND SPECIAL PROTECTION WITH TEMPORARY WATERING AT THE RESPONSIBILITY OF THE CONTRACTOR.

V. EARTHWORK AND COMPACTION

A. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED UNDER AREAS TO BE PAVED AND FOR THE FULL WIDTH OF THE RIGHT-OF-WAY.

B. SUITABLE UTILITY TRENCH BACKFILL SHALL BE USED AND COMPACTED AS DIRECTED BY THE COR. BACKFILL IN ACCORDANCE WITH THE OHIO DEPARTMENT OF TRANSPORTATION (ODOT) STANDARD SPECIFICATIONS BOOK AND VA EARTHWORK SPECIFICATIONS.

1. BEDDING MATERIAL ACCORDING TO ODOT AND VA SPECIFICATIONS SHALL BE PLACED AT THE BOTTOM OF THE TRENCH.

2. WHERE BACKFILLING A UTILITY TRENCH, PLACE BACKFILL EQUALLY ON OPPOSITE SIDES OF THE PIPE AT THE SAME TIME AND IN LAYERS, THE FIRST LAYER SHALL COME UP TO THE HALF THE DIAMETER OF THE PIPE AND THEN NO GREATER THAN 8 INCHES DEEP FROM THE TOP OF PIPE ONWARD.

3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% STANDARD PROCTOR ON THIS PROJECT PER ASTM T-180. TESTING SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER.

4. MAINTAIN AT LEAST 3 FEET OF COVER UNLESS TRIMMING FOR FINAL GRADE OR OTHERWISE NOTED ON PLANS OR DETAILS.

5. MAINTAIN THE LINE AND GRADE OF THE PIPE DURING THE BACKFILLING OPERATION.

C. EXISTING TREE REMOVAL, RELOCATION, MITIGATION SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT AND/OR ARBORIST.

D. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF 29 CFR 1926 SUBPART P, IT SHALL BE SHORED AND CRIBBED. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF OSHA AND VA SAFETY REQUIREMENTS

SECTION 01-35-26. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR ALL WORKER SAFETY. THE DESIGNER AND/OR ENGINEER OF RECORD, NOR THE VA ASSUMES ANY RESPONSIBILITY.

E. VERTICAL STANDPIPES SHALL BE INSTALLED AT JOINTS AND FITTINGS TO ALLOW SURVEYOR TO COLLECT ASBUILT DATA WHEN TRENCH MUST BE BACKFILLED PRIOR TO SURVEYOR VISIT.

F. CONTRACTOR SHALL RECEIVE VERBAL OR WRITTEN APPROVAL TO BACKFILL TRENCH FROM COR PRIOR TO DOING SO. IF TRENCH MUST BE BACKFILLED PRIOR TO APPROVAL BY COR, CONTRACTOR IS AT RISK TO EXCAVATE ANY PORTION OF THE TRENCH FOR VISUAL INSPECTION.

VI. PAVING

A. GENERAL:

1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF AGGREGATE BASE COARSE.

2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE.

3. FOR ANY PROPOSED CONNECTIONS OR RESTORATIONS, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT.

4. ADDITIONAL REMOVAL AND REPLACEMENT OF PAVEMENT MAY BE REQUIRED TO PROVIDE PROPER TRANSITION/CROWN AS DIRECTED BY COR.

5. PAVEMENT RESTORATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH VA TECHNICAL SPECIFICATIONS AND REQUIREMENTS.

6. FINAL RESTORATION LIMITS SHALL BE DETERMINED IN THE FIELD BY COR.

B. MATERIAL:

1. SUBBASE COURSE SHALL BE 12” TYPE E LIME TREATMENT (9% BY VOLUME) WITH 2 COATS OF LIQUID ASPHALTIC SURFACE TREATMENTS TO SEAL THE LAYER (REFER TO THE ODOT PAVEMENT DESIGN MANUAL).

2. BASE COURSE SHALL BE 8.5” MIN CLASS 2 BASE COURSE. (REFER TO THE ODOT PAVEMENT DESIGN MANUAL).

3. ASPHALT SURFACES SHALL MEET SUPERPAVE MIX CRITERIA PER AASHTO M 323 AND THE ODOT PAVEMENT DESIGN MANUAL, UNLESS OTHERWISE SPECIFIED ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COLLECTING ALL TACK, PRIME, APSHALT, AND CONCRETE TICKETS AND SUBMITTING THEM

TO THE ENGINEER OF RECORD PRIOR TO PROJECT CLOSEOUT.

C. INSTALLATION:

1. SPREAD THE SUBBASE MATERIAL EVENLY AND COMPACT TO AT LEAST 95% OF THE MAXIMUM UNIT WEIGHT, AT A LESS-THAN-OPTIMUM MOISTURE CONTENT, FOR ITS ENTIRE THICKNESS. PLACE THE SUBBASE IN LAYERS NO GREATER THAN 18 INCHES. WHERE THE REQUIRED DEPTH IS MORE THAN 18 INCHES, PLACE THE MATERIAL IN LAYERS OF EQUAL THICKNESS. CONSTRUCT THE SUBBASE TO PLAN GRADE WITHIN A TOLERANCE OF PLUS 1 INCH. DO NOT PLACE SUBBASE ON FROZEN, SOFT, UNSTABLE, OR RUTTED SUBGRADE. IF SUBBASE MATERIAL BECOMES MIXED WITH SUBGRADE MATERIAL, REMOVE, DISPOSE

OF, AND REPLACE THE SUBBASE MATERIAL AT NO ADDITIONAL COST TO THE CLIENT.

2. COMPACT THE AGGREGATE LAYERS TO A UNIFORM THICKNESS, NO LESS THAN 3 INCHES AND NO GREATER THAN 8 INCHES. IF PLACING AGGREGATE BASE IN A LAYER LESS THAN 3 INCHES, BLEND THE NEW AGGREGATE BASE MATERIAL WITH THE LAYER BELOW TO ENSURE A TOTAL OF 6 INCHES. BLENDING MUST BE PERFORMED TO ENSURE THAT THE NEW AGGREGATE BASE MATERIAL IS UNIFORMLY MIXED WITH THE LAYER BELOW. COMPACT EACH LAYER OF AGGREGATE BASE TO AT LEAST 98% OF THE MAXIMUM UNIT WEIGHT AT A MOISTURE CONTENT NO GREATER THAN OPTIMUM FOR AGGREGATE BASE UNDER HOT MIX ASPHALT (HMA) PAVEMENT. COMPACT EACH LAYER OF AGGREGATE BASE TO AT LEAST 95% OF THE MAXIMUM UNIT WEIGHT AT A MOISTURE CONTENT NO GREATER THAN OPTIMUM FOR AGGREGATE BASE UNDER CONCRETE PAVEMENT.

3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE V.A. AND THE ODOT PAVEMENT DESIGN MANUAL.

D. HMA WEATHER LIMITATIONS.

1. PLACE HMA IN ACCORDANCE WITH THE FOLLOWING RESTRICTIONS:

a) DO NOT PLACE HMA OR APPLY BOND COAT WHEN MOISTURE ON THE EXISTING SURFACE PREVENTS CURING.

b) DO NOT PLACE HMA UNLESS THE TEMPERATURE OF THE SURFACE BEING PAVED IS AT LEAST 50°F FOR WEARING COURSES…