Drawings.pdf

PDF 40 MB Posted Jul 20, 2022

Attached to: Z1DA--Replace Perimeter Fence 610-21-212 Federal contract opportunity
Solicitation number: 36C25022B0059
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for replacing perimeter fencing and gates at a VA facility. The solicitation number is 36C25022B0059 and seeks a contractor to remove and replace fencing and gates, as well as complete specified landscaping work, at the VA Northern Indiana Health Care - Marion Campus located at 1700 E. 38th Street in Marion, Indiana. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10 is the contracting agency. The contractor will provide all necessary labor, equipment, materials and supervision to complete the fence and gate replacement and landscaping work.

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Other files for this federal contract opportunity

Other files attached to Z1DA--Replace Perimeter Fence 610-21-212, newest first.
File	Type	Posted
Bid Schedule.pdf	PDF	Aug 17, 2022
36C25022B0059 Amendment A00003.pdf	PDF	Aug 17, 2022
Amendment 36C25022B0059 A00002.pdf	PDF	Aug 10, 2022
610-21-212 Replace Perimeter Fence - Sign In Sheet.pdf	PDF	Aug 10, 2022
Amendment 36C25022B0059 A0001.pdf	PDF	Aug 10, 2022
Wage Determination.pdf	PDF	Jul 20, 2022
Contractor Certification Regarding Safety and Environmental.docx	DOCX document	Jul 20, 2022
Specifications.pdf	PDF	Jul 20, 2022
36C25022B0059 Solicitation.pdf	PDF	Jul 20, 2022
Flu Directive.pdf	PDF	Jul 20, 2022
RFI Form.doc	DOC document	Jul 20, 2022

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REPLACE PERIMETER FENCE

INDEX OF DRAWINGS

DRAWING TITLESHEET NO.

STATE

ENT OF V

IRS

MAOS F

IRE

FFA

ET RA

LOCATION MAP

GI001 COVER SHEET

GI002

VA PROJECT NO.: 610-21-212

GENERAL INFORMATION

VICINITY MAP

VA NORTHERN INDIANA HEALTH CARE SYSTEM: MARION, IN

PROJ. #610-21-212

DIRECTOR

ASSOCIATE DIRECTOR

CHIEF OF STAFF

ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES

ASSOC. C.O.S. FOR MENTAL HEALTH

CHIEF, FMS

CHIEF, ENVIRONMENTAL MANAGEMENT SECTION

INFECTION CONTROL OFFICER

PATIENT SAFETY MANAGER

GEMS COORDINATOR

SAFETY SPECIALIST

CHIEF, POLICE SERVICE

CHIEF, FIRE SERVICE

UNION SAFETY REPRESENTATIVE

CONTRACTING OFFICER

CONTRACTING OFFICER REPRESENTATIVE

CHIEF, ENGINEERING SECTION

SIGNATURE DATE

CIVIL SITE DRAWINGS

CD102 CIVIL SITE DEMOLITION PLAN - AREA 1

CD103 CIVIL SITE DEMOLITION PLAN - AREA 2

CD101 CIVIL AREA LOCATION PLAN

CIVIL / SITE ABBREVIATIONS AND SYMBOLS

FINAL BID -100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil/Site:

Replace Perimeter Fence

Marion VAMC

610-21-212

Marion Campus Project Director

12/10/2021Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

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 Contracting Officer Representative shall be permitted to retain copies for information and reference.

DRAWING NO

38TH STREET

S HOME AVE

S LINCOLN BLVD

LOCATION OF

PROJECT

38TH STREET

S HOME AVE

S LINCOLN BLVD

CD104 CIVIL SITE DEMOLITION PLAN - AREA 3

CD105 CIVIL SITE DEMOLITION PLAN - AREAS 4 AND 5

CD106 CIVIL SITE DEMOLITION PLAN - AREA 6

CD107 CIVIL SITE DEMOLITION PLAN - AREA 7

CD108 CIVIL SITE DEMOLITION PLAN - AREAS 8 AND 9

CD109 CIVIL SITE DEMOLITION PLAN - AREAS 10 AND 11

CD110 CIVIL SITE DEMOLITION PLAN - AREAS 12 AND 13

CD111 CIVIL SITE DEMOLITION PLAN - AREAS 14 AND 15

CD112 CIVIL SITE DEMOLITION PLAN - AREA 16

CS101 CIVIL SITE LAYOUT PLAN - AREA 1

CS102 CIVIL SITE LAYOUT PLAN - AREA 2

CS103 CIVIL SITE LAYOUT PLAN - AREA 3

CS104 CIVIL SITE LAYOUT PLAN - AREAS 4 AND 5

CS105 CIVIL SITE LAYOUT PLAN - AREA 6

CS106 CIVIL SITE LAYOUT PLAN - AREA 7

CS107 CIVIL SITE LAYOUT PLAN - AREAS 8 AND 9

CS108 CIVIL SITE LAYOUT PLAN - AREAS 10 AND 11

CS109 CIVIL SITE LAYOUT PLAN - AREAS 12 AND 13

CS110 CIVIL SITE LAYOUT PLAN - AREAS 14 AND 15

CS111 CIVIL SITE LAYOUT PLAN - AREA 16

CS501 CIVIL SITE DETAILS 26

12-10-2021

AutoCAD SHX Text

AJA

AutoCAD SHX Text

TWT

AutoCAD SHX Text

COVER-SHEET

AutoCAD SHX Text

GI001

AutoCAD SHX Text

NORTH REFERENCE

AutoCAD SHX Text

HEALTHCARE SYSTEM

AutoCAD SHX Text

VA NORTHERN INDIANA

AutoCAD SHX Text 1700 E. 3rd Street

AutoCAD SHX Text

MARION, INDIANA 46953

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text 10800038

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text W.

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text T

FLL FLOW LINE

FLR FLOOR

FLRD FLARED

FLTR FILTER

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FSS FLOW SENSING SWITCH

FT FEET OR FOOT

FTG FOOTING

FW FLOOD WALL

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GEN GENERATOR

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GPD GALLONS PER DAY

GR BM GRADE BEAM

GT GREASE TRAP

GTV GATE VALVE

GUT GUTTER

H&CW HOT AND COLD WATER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HEX HEXAGON

HH HAND HOLE

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HT HEIGHT

HTHW HIGH TEMPERATURE HOT WATER

HTWR HEATING WATER RETURN

HTWS HEATING WATER SUPPLY

HV HOSE VALVE

HW HOT WATER

HWB HOT WATER BOILER

HWL HOT WATER LINE

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWT HOT WATER TANK

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER OR INSIDE DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INCR INCREMENT

INFO INFORMATION

INSTL INSTALL

INSTR INSTRUMENT

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IPT IRON PIPE THREADED

IRREG IRREGULAR

ISO ISOMETRIC

IW IRRIGATION WATER

KWY KEYWAY

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LS LUMP SUM

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

SITE ABBREVIATIONS

AB ANCHOR BOLT

ABAN ABANDON

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

ADDM ADDENDUM

AGGR AGGREGATE

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE OR ALTITUDE

ALUM ALUMINUM

AMT AMOUNT

APPD APPROVED

APPROX APPROXIMATE

APPX APPENDIX

ASB ASBESTOS

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BAL BALANCE

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BKGD BACKGROUND

BL BASE LINE

BLDG BUILDING

BLR BOILER

BLT BUILT

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BN BULLNOSE

BRG BEARING

BSTR BOOSTER

BV BALL VALVE

BW BOTH WAYS

BWG BIRMINGHAM WIRE GAUGE

C TO C CENTER TO CENTER

CALC CALCULATE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR CONTRACT

DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT CEMETERY

CEM CEMETERY CEMENT

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY

CH CHANNEL OR CHILLER

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CCHW CHILLED WATER CIRCULATING HOT WATER

CHW CIRCULATING HOT WATER CHILLED WATER

CHWP CHILLED WATER PUMP

CHWPP CHILLED WATER PRIMARY PUMP

CHWR CHILLED WATER RETURN

CHWRP CHILLED WATER RECIRCULATING PUMP

CHWS CHILLED WATER SUPPLY

CHWSP CHILLED WATER SECONDARY PUMP

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CIR CIRCLE

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLASS CLASSIFICATION

CLL CONTRACT LIMIT LINE

CLOS CLOSURE

CLR CLEAR

cm CENTIMETER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CND CONDUIT

CNDS CONDENSATE

CNR CORNER

CNTOR CONTACTOR

CO CERTIFICATE OF OCCUPANC, CLEANOUT,

COMPANY, OR CUTOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONDN CONDENSATION

CONF CONFERENCE

CONSTR CONSTRUCTION

CONSULT CONSULTANT

CONT CONTINUE

CONTR CONTRACT OR CONTRACTOR

COORD COORDINATE

COR CHANGE ORDER REQUEST

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

P PUMP

PA PIPE ANCHOR

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCT PERCENT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE GRADE

PH PHASE

PHOTO PHOTOGRAPH

PHWR PRIMARY HOT WATER RETURN

PHWS PRIMARY HOT WATER SUPPLY

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PL PROPERTY LINE

PLAS PLASTIC PLASTER

PMPSCT PUMP SUCTION

PN PART NUMBER

PNEU PNEUMATIC

PO POST OFFICE OR PURCHASE ORDER

POLY POLYETHYLENE (PLASTIC)

PORT PORTABLE

POTW POTABLE WATER

POW LN POWER LINE

PP POLYPROPYLENE (PLASTIC)

PR PUMPED RETURN

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR PRESSURE

RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PT CONC POST-TENSIONED CONCRETE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PV PAVED

PV RD PAVED ROAD

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REBAR REINFORCING STEEL BARS

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RST REINFORCING STEEL

RT RIGHT

RV RELIEF VALVE

RW ROADWAY

RWL RAIN WATER LEADER

RWR RECESSED WASTE RECEPTACLE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SDL SADDLE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SJ SCORED JOINT

SLV SLEEVE

SM SILTY SAND

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SPR SPRINKLER LINE

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER, STEAM SUPPLY, OR STORM

SEWER

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET

ST W STORM WATER

STA STATION

STD STANDARD

STIR STIRRUP

STM STEAM

SUCT SUCTION

SUPT SUPPORT

SURF SURFACE

SURV SURVEY

SUTK SUMP TANK

SW SIDEWALK

SWG SEWAGE

SWR SEWER

SYM SYMBOL

T&M TIME AND MATERIALS

TAN TANGENT

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TN TRUE NORTH

TNL TUNNEL

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TP TELEPHONE POLE

TR TOP OF RIM

TWR TREATED WATER RETURN

TWS TREATED WATER SUPPLY

TYP TYPICAL

UFC UNIFORM FIRE CODE

UGND UNDERGROUND

UNFIN UNFINISH

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCO VACUUM CLEANER OUTLET

VCT VITRIFIED CLAY TILE VINYL COMPOSITION TILE

VERT VERTICAL

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WIDE

W/ WITH

CORR CORRIDOR

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

COV PL COVER PLATE

CP CONCRETE PIPE OR CONTROL PANEL

CPLG COUPLING

CPM CRITICAL PATH METHOD

CRCMF CIRCUMFERENCE

CRN CROWN

CRP CONDENSATE RETURN PUMP

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CRT YD COURTYARD

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSP CONCRETE SEWER PIPE

CSTL CAST STEEL

CTR CENTER, CONTOUR, OR COOLING TOWER

RETURN

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CW CLOCKWISE OR COLD WATER PIPING

CWP CIRCULATING WATER PUMP OR CONDENSER

WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D PENNY (NAIL)

DA DRAINAGE AREA

DAT DATUM

D-B DESIGN-BUILD

DBA UNIT OF SOUND LEVEL

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DEV DEVELOPMENT

DHW DOMESTIC HOT WATER

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOM DOMESTIC

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DSBL DISABLE

DSGN DESIGN

DW DOMESTIC WATER

DWG DRAWING

DWR DOMESTIC WATER RETURN OR DRAWER

DWS DOMESTIC WATER SUPPLY

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EW EACH WAY

EXCL EXCLUDE

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F FAHRENHEIT FEMALE; FIRE LINE

F FEMALE FAHRENHEIT; FIRE LINE

F FIRE LINE

F METER FLOWMETER

F/F FACE TO FACE

FACIL FACILITY

FD FLOOR DRAIN

FF EL FINISH FLOOR ELEVATION

FH FIRE HYDRANT FIG FIGURE

FIL FILLET

FIN FINISH

FLG FLANGE

W/O WITHOUT

WI WROUGHT IRON

WL WATER LINE

WLD WELDED

WM WATER METER WIRE MESH

WM WIRE MESH WATER METER

WO WORK ORDER

WP WATER PUMP

WT WATER TABLE

WT EL WATER ELEVATION

WTR WATER

WW WASTE WATER

WW WASTE WATER WARM WHITE; WIREWAY

XFMR TRANSFORMER

ELEVATION INDICATOR

SITE SYMBOLS - GENERAL

BENCHMARK

11 IDENTIFICATION DEVICE INDICATOR

KEYNOTE INDICATOR

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE SECTION

CONCRETE PLAN

WELD, BASIC BACK, ARROW SIDE

WELD, BASIC FILLET, ARROW SIDE

WELD, BASIC FILLET, BOTH SIDES

GRATING, PLAN

GRATING, SECTION

CHECKER PLATE, PLAN

PIPING, SCREWED GATE VALVE

PIPING, PUMP

EARTH, CRUSHED ROCK GRAVEL

EARTH, UNDISTURBED

EARTHWORK, COMPACTED FILL

SAND

EARTHWORK, GRAVEL, POROUS FILL

EROSION AND SEDIMENTATION CONTROL, FILTRATION BED

RIPRAP

ASPHALT, SECTION

FENCE

EXISTING TREE

HYDRANT, FIRE

CENTER LINE INDICATOR

DEMOLITION LINE

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

DETAIL INDICATOR

A-512

DIMENSION (CIVIL ONLY)

FEATURES ABOVE LINE INDICATORMATCHLINE

SEE

XX/XXX

REVISION INDICATOR (SHOWN WITH CLOUD)

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - METALS

WELD, SUPPLEMENTARY, ALL AROUND

SITE SYMBOLS - EARTHWORK

WATER VALVE

DRAIN LINED

PIPE LINE, CAST IRONCI

PIPE LINE, DUCTILE IRONDI

WASTE LINE, SANITARY SOIL (ABOVE FLOOR)SS

DRAIN LINE, STORM (ABOVE FLOOR)SD

DRAIN LINE, STORM (BELOW FLOOR)SD

PIPE LINE, REINFORCED CONCRETERCP

COMPRESSED AIR LINEA

GAS LINEG

BOILER BLOW DOWN LINEBBD

CONDENSATE LINEC

DRAIN LINE, CONDENSATEST

RETURN LINE, CONDENSER WATERCR

RETURN LINE, HIGH PRESSURE CONDENSATEHPC

RETURN LINE, HIGH TEMPERATURE HOT WATERHTWR

SUPPLY LINE, HIGH PRESSURE STEAMHPS

SUPPLY LINE, LOW TEMPERATURE HOT WATERHWS

POWER LINEP

CABLE TELEVISION LINECATV

CLOSED CIRCUIT TELEVISION LINECCTV

FIBEROPTICS LINEFO

TELEPHONE LINET

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - IMPROVEMENTS

UTILITY, WATER MANHOLEW

WATER LINE, COLDCW

WATER LINE, HOTHW

HYDRANT PAN, FIREFH

UTILITY, UTILITY POLE

UTILITY, SANITARY MANHOLES

UTILITY, SANITARY CLEANOUTCO

ELECTRICAL, GUY WIRE

UTILITY, ELECTRICAL MANHOLEE

A C201

SIGN

UTILITY, LIGHT POLE

DRAIN INLET

DRAIN INLETD

FINAL BID -100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil/Site:

Replace Perimeter Fence

Marion VAMC

610-21-212

Marion Campus Project Director

12/10/2021Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

12-10-2021

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SCALE

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AND-SYMBOLS

AutoCAD SHX Text

CIVIL/SITE-ABBREVIATIONS

AutoCAD SHX Text

TWT

AutoCAD SHX Text

AJA

AutoCAD SHX Text

GI002

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text 10800038

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text No.

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text W.

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text B

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text Y

T504

3 8 S t r e e t

L i n c o l n

B o u l e v a r d

M c M a h o n

G r a y

R o a d

S t e e l C i r c l e

A v e n u e

C o t t a g e

A v e n u e

B l a c k

R a d

B l a a d

G r a y a d

W a t e r S t r e e t

B l a a d

B l a c k R o a d

W a t e r S t r e e t

N e l s o n

A v e n u e

O r c h a r d

A v e n u e

M c

M a h e n u e

D o c t o r s a d

Vi ne

D r i v e

Vine

W a t e r S t r e e t

R a i l r o a d A v e n u e

M e c h a n i e n u e

National Cemetary

Kuder Place

Indiana Avenue

H yde Road

Irw in D rive

Chapman Avenue

Chapman

H yde R oad

M arion R oad

Black Road

O rchard A venue

Indiana Avenue

Flow er

Street

Flow er

Chapman Avenue

Ave.

O rc ha rd

A ve nu e

Chapman Avenue

R oa d

Road

B l a a d

B l a c k

R o a d

River Road

Material Compound

Vehicle Compound

Cemetery Dump

41 97

51 52

153 156

B l a c k R o a d B l a c k R o a d

B l a a d

L i n c o u l e v a r d

3 8 S t r e e t

M a i n E n t r y

B l a a d

Kuder Place

D ix

R oa d

AREA 3

SHEETS

CD104 & CS103

AREA 2

SHEETS

CD103 & CS102

AREA 4

SHEETS

CD105 & CS104

AREA 6

SHEETS

CD106 & CS105

AREA 7

SHEETS

CD107 & CS106

AREA 1

SHEETS

CD102 & CS101

AREA 5

SHEETS

CD105 & CS104

AREA 8

SHEETS

CD108 & CS107

AREA 9

SHEETS

CD108 & CS107

AREA 10

SHEETS

CD109 &

CS108

AREA 11

SHEETS

CD109 & CS108

AREA 12

SHEETS

CD110 & CS109

AREA 13

SHEETS

CD110 & CS109

AREA 14

SHEETS

CD111 & CS110

AREA 15

SHEETS

CD111 & CS110

AREA 16

SHEETS

CD112 & CS111

FINAL BID DOCUMENT - 100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FINAL BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil/Site:

Replace Perimeter Fence

Marion VAMC

610-21-212

Marion Campus Project Director

12/10/2021Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc, 4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260.490-1025

www.eri.consulting

12-10-2021

SCALE: 1" = 130'

CIVIL AREA LOCATION PLAN 1

CD101

AutoCAD SHX Text

SIGN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

MDR

AutoCAD SHX Text

KRK

AutoCAD SHX Text

AutoCAD SHX Text 10911278

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text

CD101

AutoCAD SHX Text

CIVIL AREA LOCATION PLAN

G r a y a d

W a t e r S t r e e t

L i n c o l n B o u l e v a r d

FINAL BID DOCUMENT - 100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FINAL BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil/Site:

Replace Perimeter Fence

Marion VAMC

610-21-212

Marion Campus Project Director

12/10/2021Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc, 4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260.490-1025

www.eri.consulting

12-10-2021

SCALE: 1" = 20'

CIVIL SITE DEMOLITION PLAN - AREA 1 1

CD102

NOT TO SCALE

CAMPUS KEY PLAN

IX R

T504

3 8 S t r e e t

L i n c o u l e v a r d

M c

M a h o n

G r a y

R o a d

S t e e l

C i r c l e

A v e n u e

C o t t a e n u e

B l a a d

G r a y R o a d

W a t e r S t r e e t

B l a a d

B l a c k R o a d

W a t e r S t r e e t

N e l s o n

A v e n u e

O r c h a r d

A v e n u e

M c

M a h e n u e

D o c t o a d

Vi ne

D r i v e

Vine

W a t e r S t r e e t

R a i l r o a d A v e n u e

M e c h a n i e n u e

National Cemetary

Kuder Place

Indiana Avenue

H yde Road

Irw in D rive

Chapman

Avenue

Chapman

H yde R oad

M arion R oad

Black Road

O rchard A venue

Indiana Avenue

Flow er

Street

Flow er

Chapman Avenue

Ave.

O rc ha rd

A ve nu

Chapman Avenue

R oa d

Road

B l a a d

B l a c k

R o a d

River Road

Material Compound

Vehicle Compound

Cemetery Dump

30 31

12591

41 97

51 52

153 156

TIO

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

NOTE:

UTILITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL HIRE A PRIVATE UTILITY

CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE NO CONFLICT

WITH PROPOSED WORK.

GENERAL DEMOLITION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED 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.

4. 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 REMOVED. COORDINATE ALL

VERIFICATION AND MARKING WORK WITH COR.

5. PROTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS FROM DAMAGE.

6. EXISTING UTILITIES ARE APPROXIMATIONS BASED ON BEST AVAILABLE DATA. CAUTION SHALL BE

EXERCISED TO NOT INTERRUPT SERVICE TO ANY BUILDING.

DEMOLITION NOTES:

REMOVE ANY DEBRIS, SOD, DIRT, BRUSH, OR IF PRESENT TREE(S) INCLUDING ROOT BALLS

LOCATED WITHIN 12" (MINIMUM) BOTH SIDES OF THE CENTER OF THE FENCE LINE. CONTRACTOR

SHALL FIELD VERIFY QUANTITY OF REMOVALS / TRIMMING REQUIRED.

REMOVE AND SALVAGE SIGN ATTACHED TO FENCING ALONG WITH MOUNTING HARDWARE AS PER

THE OWNER'S DIRECTION.

REMOVE FENCE, GATES, AND POSTS COMPLETE INCLUDING FOUNDATIONS UNLESS OTHERWISE

NOTED.

REMOVE FENCE PANEL.

EXISTING FENCE TO REMAIN - PROTECT FROM DAMAGE.

PROTECT EXISTING UTILITIES. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES.

PROTECT EXISTING TREE.

REMOVE ON THE SOUTHEAST SIDE OF THE FENCE ANY DEBRIS, SOD, DIRT OR BRUSH LOCATED

WITHIN 12" (MINIMUM) OF THE CENTER OF THE FENCE LINE. CONTRACTOR SHALL FIELD VERIFY

QUANTITY OF REMOVALS / TRIMMING REQUIRED.

REMOVE BROKEN FENCE POST, INCLUDING FOUNDATION.

DEMOLITION LEGEND:

REMOVE TREES, BRUSH, STONE REMNANTS, MULCH, AND DEBRIS.

NOTE:

CONTRACTOR SHALL PROVIDE INLET PROTECTION AT STORMWATER INLETS NEAR CONSTRUCTION

AREAS TO PREVENT DEBRIS AND SEDIMENT FROM ENTERING THE STORMWATER SEWER SYSTEM.

NOTE:

CONTRACTOR TO REMOVE VEGETATION AND SOIL, 2 ' ON CENTER OF THE PROPOSED FENCE

LINE, IN PREPARATION OF A 2' WIDE X 4" DEEP STONE MULCH AREA CENTERED ON FENCING.

ALTERNATE NOTES:

ALTERNATE #1: CONTRACTOR SHALL PROVIDE A DEDUCT COST TO REMOVE AND REPLACE ALL FENCE PANELS AND / OR POSTS LOCATED ALONG 38TH STREET AND EAST OF THE MAIN ENTRANCE INTO THE HOSPITAL. SEE DETAILED INFORMATION FOR THE WORK AS WELL AS THE OUTLINE OF THE AREA ON THE

PLANS.

ALTERNATE #2: CONTRACTOR SHALL PROVIDE A DEDUCT COST TO INSTALL THE STONE MULCH AND METAL EDGING LOCATED UNDER THE SECTION OF FENCE SPECIFIED IN ALTERNATE #1. SEE PLANS FOR

DETAILED INFORMATION.

LEGEND:

DECORATIVE FENCE

CHAIN LINK FENCE AND GATE

SYMBOL DOES NOT INDICATE ACTUAL POST LOCATION

SEE SHEET CD108 FOR CONTINUATION

AutoCAD SHX Text R

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

MDR

AutoCAD SHX Text

KRK

AutoCAD SHX Text

AutoCAD SHX Text 10911278

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text

CD102

AutoCAD SHX Text

CIVIL SITE DEMOLITION PLAN - AREA 1

B l a c k R o a d

W a t e r S t r e e t

B la c k

R o a d

FINAL BID DOCUMENT - 100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FINAL BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil/Site:

Replace Perimeter Fence

Marion VAMC

610-21-212

Marion Campus Project Director

12/10/2021Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc, 4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260.490-1025

www.eri.consulting

12-10-2021

SCALE: 1" = 20'

CIVIL SITE DEMOLITION PLAN - AREA 2 1

CD103

SEE SHEET CD104 FOR CONTINUATION

NOT TO SCALE

CAMPUS KEY PLAN

IX R

T504

3 8 S t r e e t

L i n c o u l e v a r d

M c

M a h o n

G r a y

R o a d

S t e e l

C i r c l e

A v e n u e

C o t t a e n u e

B l a a d

G r a y R o a d

W a t e r S t r e e t

B l a a d

B l a c k R o a d

W a t e r S t r e e t

N e l s o n

A v e n u e

O r c h a r d

A v e n u e

M c

M a h e n u e

D o c t o a d

Vi ne

D r i v e

Vine

W a t e r S t r e e t

R a i l r o a d A v e n u e

M e c h a n i e n u e

National Cemetary

Kuder Place

Indiana Avenue

H yde Road

Irw in D rive

Chapman

Avenue

Chapman

H yde R oad

M arion R oad

Black Road

O rchard A venue

Indiana Avenue

Flow er

Street

Flow er

Chapman Avenue

Ave.

O rc ha rd

A ve nu

R oa d

Road

B l a a d

B l a c k

R o a d

River Road

Material Compound

Vehicle Compound

Cemetery Dump

30 31

12591

41 97

51 52

153 156

NOT TO SCALE

CAMPUS KEY PLAN

IX R

T504

3 8 S t r e e t

L i n c o u l e v a r d

M c

M a h o n

G r a y

R o a d

S t e e l

C i r c l e

A v e n u e

C o t t a e n u e

B l a a d

G r a y R o a d

W a t e r S t r e e t

B l a a d

B l a c k R o a d

W a t e r S t r e e t

N e l s o n

A v e n u e

O r c h a r d

A v e n u e

M c

M a h e n u e

D o c t o a d

Vi ne

D r i v e

Vine

W a t e r S t r e e t

R a i l r o a d A v e n u e

M e c h a n i e n u e

National Cemetary

Kuder Place

Indiana Avenue

H yde Road

Irw in D rive

Chapman

Avenue

Chapman

H yde R oad

M arion R oad

Black Road

O rchard A venue

Indiana Avenue

Flow er

Street

Flow er

Chapman Avenue

Ave.

O rc ha rd

A ve nu

R oa d

Road

B l a a d

B l a c k

R o a d

River Road

Material Compound

Vehicle Compound

Cemetery Dump

30 31

12591

41 97

51 52

153 156

TIO

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

NOTE:

UTILITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL HIRE A PRIVATE UTILITY

CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE NO CONFLICT

WITH PROPOSED WORK.

GENERAL DEMOLITION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED 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.

VERIFICATION AND MARKING WORK WITH COR.

5. PROTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS FROM DAMAGE.

6. EXISTING UTILITIES ARE APPROXIMATIONS BASED ON BEST AVAILABLE DATA. CAUTION SHALL BE

EXERCISED TO NOT INTERRUPT SERVICE TO ANY BUILDING.

DEMOLITION NOTES:

REMOVE ANY DEBRIS, SOD, DIRT, BRUSH, OR IF PRESENT TREE(S) INCLUDING ROOT BALLS

LOCATED WITHIN 12" (MINIMUM) BOTH SIDES OF THE CENTER OF THE FENCE LINE. CONTRACTOR

SHALL FIELD VERIFY QUANTITY OF REMOVALS / TRIMMING REQUIRED.

REMOVE AND SALVAGE SIGN ATTACHED TO FENCING ALONG WITH MOUNTING HARDWARE AS PER

THE OWNER'S DIRECTION.

REMOVE FENCE, GATES, AND POSTS COMPLETE INCLUDING FOUNDATIONS UNLESS OTHERWISE

NOTED.

REMOVE FENCE PANEL.

EXISTING FENCE TO REMAIN - PROTECT FROM DAMAGE.

PROTECT EXISTING UTILITIES. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES.

PROTECT EXISTING TREE.

REMOVE ON THE SOUTHEAST SIDE OF THE FENCE ANY DEBRIS, SOD, DIRT OR BRUSH LOCATED

WITHIN 12" (MINIMUM) OF THE CENTER OF THE FENCE LINE. CONTRACTOR SHALL FIELD VERIFY

QUANTITY OF REMOVALS / TRIMMING REQUIRED.

REMOVE BROKEN FENCE POST, INCLUDING FOUNDATION.

DEMOLITION LEGEND:

REMOVE TREES, BRUSH, STONE REMNANTS, MULCH, AND DEBRIS.

NOTE:

CONTRACTOR SHALL PROVIDE INLET PROTECTION AT STORMWATER INLETS NEAR CONSTRUCTION

AREAS TO PREVENT DEBRIS AND SEDIMENT FROM ENTERING THE STORMWATER SEWER SYSTEM.

NOTE:

CONTRACTOR TO REMOVE VEGETATION AND SOIL, 2 ' ON CENTER OF THE PROPOSED FENCE

LINE, IN PREPARATION OF A 2' WIDE X 4" DEEP STONE MULCH AREA CENTERED ON FENCING.

ALTERNATE NOTES:

PLANS.

ALTERNATE #2: CONTRACTOR SHALL PROVIDE A DEDUCT COST TO INSTALL THE STONE MULCH AND METAL EDGING LOCATED UNDER THE SECTION OF FENCE SPECIFIED IN ALTERNATE #1. SEE PLANS FOR

DETAILED INFORMATION.

LEGEND:

DECORATIVE FENCE

CHAIN LINK FENCE AND GATE

SYMBOL DOES NOT INDICATE ACTUAL POST LOCATION

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

MDR

AutoCAD SHX Text

KRK

AutoCAD SHX Text

AutoCAD SHX Text 10911278

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text D

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CD103

AutoCAD SHX Text

CIVIL SITE DEMOLITION PLAN - AREA 2

FINAL BID DOCUMENT - 100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FINAL BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil/Site:

Replace Perimeter Fence

Marion VAMC

610-21-212

Marion Campus Project Director

12/10/2021Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc, 4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260.490-1025

www.eri.consulting

12-10-2021

SCALE: 1" = 20'

CIVIL SITE DEMOLITION PLAN - AREA 3 1

CD104

SEE SHEET CD103 FOR CONTINUATION

TIO

NOT TO SCALE

CAMPUS KEY PLAN

IX R

T504

3 8 S t r e e t

L i n c o u l e v a r d

M c

M a h o n

G r a y

R o a d

S t e e l

C i r c l e

A v e n u e

C o t t a e n u e

B l a a d

G r a y R o a d

W a t e r S t r e e t

B l a a d

B l a c k R o a d

W a t e r S t r e e t

N e l s o n

A v e n u e

O r c h a r d

A v e n u e

M c

M a h e n u e

D o c t o a d

Vi ne

D r i v e

Vine

W a t e r S t r e e t

R a i l r o a d A v e n u e

M e c h a n i e n u e

National Cemetary

Kuder Place

Indiana Avenue

H yde Road

Irw in D rive

Chapman

Avenue

Chapman

H yde R oad

M arion R oad

Black Road

O rchard A venue

Indiana Avenue

Flow er

Street

Flow er

Chapman Avenue

Ave.

O rc ha rd

A ve nu

R oa d

Road

B l a a d

B l a c k

R o a d

River Road

Material Compound

Vehicle Compound

Cemetery Dump

30 31

12591

41 97

51 52

153 156

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

NOTE:

UTILITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL HIRE A PRIVATE UTILITY

CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE NO CONFLICT

WITH PROPOSED WORK.

GENERAL DEMOLITION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED 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.

VERIFICATION AND MARKING WORK WITH COR.

5. PROTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS FROM DAMAGE.

6. EXISTING UTILITIES ARE APPROXIMATIONS BASED ON BEST AVAILABLE DATA. CAUTION SHALL BE

EXERCISED TO NOT INTERRUPT SERVICE TO ANY BUILDING.

DEMOLITION NOTES:

REMOVE ANY DEBRIS, SOD, DIRT, BRUSH, OR IF PRESENT TREE(S) INCLUDING ROOT BALLS

LOCATED WITHIN 12" (MINIMUM) BOTH SIDES OF THE CENTER OF THE FENCE LINE. CONTRACTOR

SHALL FIELD VERIFY QUANTITY OF REMOVALS / TRIMMING REQUIRED.

REMOVE AND SALVAGE SIGN ATTACHED TO FENCING ALONG WITH MOUNTING HARDWARE AS PER

THE OWNER'S DIRECTION.

REMOVE FENCE, GATES, AND POSTS COMPLETE INCLUDING FOUNDATIONS UNLESS OTHERWISE

NOTED.

REMOVE FENCE PANEL.

EXISTING FENCE TO REMAIN - PROTECT FROM DAMAGE.

PROTECT EXISTING UTILITIES. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES.

PROTECT EXISTING TREE.

REMOVE ON THE SOUTHEAST SIDE OF THE FENCE ANY DEBRIS, SOD, DIRT OR BRUSH LOCATED

WITHIN 12" (MINIMUM) OF THE CENTER OF THE FENCE LINE. CONTRACTOR SHALL FIELD VERIFY

QUANTITY OF REMOVALS / TRIMMING REQUIRED.

REMOVE BROKEN FENCE POST, INCLUDING FOUNDATION.

DEMOLITION LEGEND:

REMOVE TREES, BRUSH, STONE REMNANTS, MULCH, AND DEBRIS.

NOTE:

CONTRACTOR SHALL PROVIDE INLET PROTECTION AT STORMWATER INLETS NEAR CONSTRUCTION

AREAS TO PREVENT DEBRIS AND SEDIMENT FROM ENTERING THE STORMWATER SEWER SYSTEM.

NOTE:

CONTRACTOR TO REMOVE VEGETATION AND SOIL, 2 ' ON CENTER OF THE PROPOSED FENCE

LINE, IN PREPARATION OF A 2' WIDE X 4" DEEP STONE MULCH AREA CENTERED ON FENCING.

ALTERNATE NOTES:

PLANS.

ALTERNATE #2: CONTRACTOR SHALL PROVIDE A DEDUCT COST TO INSTALL THE STONE MULCH AND METAL EDGING LOCATED UNDER THE SECTION OF FENCE SPECIFIED IN ALTERNATE #1. SEE PLANS FOR

DETAILED INFORMATION.

LEGEND:

DECORATIVE FENCE

CHAIN LINK FENCE AND GATE

SYMBOL DOES NOT INDICATE ACTUAL POST LOCATION

AutoCAD SHX Text M

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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MDR

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KRK

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STATE OF

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AutoCAD SHX Text D

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CD104

AutoCAD SHX Text

CIVIL SITE DEMOLITION PLAN - AREA 3

1 1 1 1 1 1 1

3 3 3 3

3 3 3 33

Vehicle Compound

B l a c k R o a d

1 1 1 1

3 3 3 3 3 3

1 1 1

7 7

FINAL BID DOCUMENT - 100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FINAL BID

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

Viridian Architectural Design, Inc.

2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46808

PH: 260.424.4830

www.viridian-design.net

Civil/Site:

Replace Perimeter Fence

Marion VAMC

610-21-212

Marion Campus Project Director

12/10/2021Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc, 4175 New Vision Drive Fort Wayne, Indiana 46845

PH: 260.490-1025

www.eri.consulting

12-10-2021

SCALE: 1" = 20'

CIVIL SITE DEMOLITION PLAN - AREA 4 1

CD105

TIO

NOT TO SCALE

CAMPUS KEY PLAN

IX R

T504

3 8 S t r e e t

L i n c o u l e v a r d

M c

M a h o n

G r a y

R o a d

S t e e l

C i r c l e

A v e n u e

C o t t a e n u e

B l a a d

G r a y R o a d

W a t e r S t r e e t

B l a a d

B l a c k R o a d

W a t e r S t r e e t

N e l s o n

A v e n u e

O r c h a r d

A v e n u e

M c

M a h e n u e

D o c t o a d

Vi ne

D r i v e

Vine

W a t e r S t r e e t

R a i l r o a d A v e n u e

M e c h a n i e n u e

National Cemetary

Kuder Place

Indiana Avenue

H yde Road

Irw in D rive

Chapman

Avenue

Chapman

H yde R oad

M arion R oad

Black Road

O rchard A venue

Indiana Avenue

Flow er

Street

Flow er

Chapman Avenue

Ave.

O rc ha rd

A ve nu

R oa d

Road

B l a a d

B l a c k

R o a d

River Road

Material Compound

Vehicle Compound

Cemetery Dump

30 31

12591

41 97

51 52

153 156

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

NOTE:

UTILITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL HIRE A PRIVATE UTILITY

CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE NO CONFLICT

WITH PROPOSED WORK.

GENERAL DEMOLITION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF…

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File details come from the government source that posted it. Updated Jul 20, 2022.