Attachment II - DRAWINGS.pdf

PDF 29 MB Posted May 20, 2022

Attached to: Z1DA--Install Landscaping 610-21-213 --Q&A Federal contract opportunity
Solicitation number: 36C25022B0033
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 27, 2023

This document includes a federal contract opportunity solicitation and related drawings attachment for a landscaping project. The solicitation is for project number 610-21-213 to install landscaping at multiple locations on the VA Northern Indiana Health Care Marion Campus. The contractor will provide all labor, equipment, materials and supervision to remove existing aged and dilapidated landscaping and replace it with modern landscaping as indicated in the drawings attachment. The work must be completed within 84 calendar days from the notice to proceed at a location of 1700 E. 38th. Street in Marion, Indiana. The solicitation was issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10 for a landscaping justification project designed for multiple campus locations.

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Other files for this federal contract opportunity

Other files attached to Z1DA--Install Landscaping 610-21-213 --Q&A, newest first.
File	Type	Posted
36C25022B0033 0004_1.docx	DOCX document	Jul 5, 2022
Attachment - Sign in Sheet.pdf	PDF	Jul 5, 2022
36C25022B0033 0003.docx	DOCX document	Jun 23, 2022
36C25022B0033 0002.docx	DOCX document	Jun 16, 2022
36C25022B0033 0001_1.docx	DOCX document	May 23, 2022
Attachment VI - VHA Directive 1192.01.pdf	PDF	May 20, 2022
Attachment III - Contractor EMR Certification Form 610-21-213.docx	DOCX document	May 20, 2022
Attachment I - COMBINED SPECS.pdf	PDF	May 20, 2022
36C25022B0033_2.docx	DOCX document	May 20, 2022
Attachment V - DBA -Wage_Determination.pdf	PDF	May 20, 2022
36C25022B0033 (1).pdf	PDF	May 20, 2022
Attachment IV - RFI Form.docx	DOCX document	May 20, 2022
36C25022B0033_1.docx	DOCX document	May 10, 2022

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INSTALL LANDSCAPING

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.: 610-21-213

GENERAL INFORMATION

VICINITY MAP

VA NORTHERN INDIANA HEALTH CARE SYSTEM: MARION, IN

PROJ. #610-21-213

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

LD101 LANDSCAPE DEMOLITION PLAN - AREA 1

LD102 LANDSCAPE DEMOLITION PLAN - AREA 2

L100 LANDSCAPE AREA LOCATION PLAN

CIVIL SITE ABBREVIATIONS AND SYMBOLS

FINAL BID DOCUMENT - 100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENT

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:

Install Landscaping

Marion VAMC

610-21-213

Marion Campus Project Director

2/08/2022Revisions: 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

R D

LD103 LANDSCAPE DEMOLITION PLAN - AREA 3

LD104 LANDSCAPE DEMOLITION PLAN - AREA 4

LD105 LANDSCAPE DEMOLITION PLAN - AREA 5

LP101 LANDSCAPE SITE PLAN - AREA 1

LP102 LANDSCAPE SITE PLAN - AREA 2

LP103 LANDSCAPE SITE PLAN - AREA 3

LP104 LANDSCAPE SITE PLAN - AREA 4

LP105 LANDSCAPE SITE PLAN - AREA 5

LI101 LANDSCAPE CONSTRUCTION DETAILS 16

LOCATION OF

PROJECT

LP106 LANDSCAPE SITE PLAN - AREA 6 15

LD106 LANDSCAPE DEMOLITION PLAN - AREA 6 09

AutoCAD SHX Text

AJA

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. 38th 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

TWT

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

EARTH, CRUSHED ROCK GRAVEL

EARTH, UNDISTURBED

EARTHWORK, COMPACTED FILL

SAND

EARTHWORK, GRAVEL, POROUS FILL

EROSION AND SEDIMENTATION CONTROL, FILTRATION BED

RIPRAP

ASPHALT, SECTION

FENCE

SHRUB / PERENNIAL

EXISTING TREE

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

U.G. STORM LINEST

U.G. ELECTRIC LINEUE

U.G. WATER LINEWA

U.G. SANITARY LINESA

U.G. TELEPHONE LINEUT

U.G. STEAM LINESM

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - IMPROVEMENTS

SANITARY MANHOLES

A C201

SIGN

LIGHT POLE

CURB INLET

STORM MANHOLESM

STEAM MANHOLES

ELECTRIC STRUCTURE

WATER STRUCTURE

BOLLARD

FINAL BID DOCUMENT - 100% COMPLETE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

CONSTRUCTION

DOCUMENT

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:

Install Landscaping

Marion VAMC

610-21-213

Marion Campus Project Director

2/08/2022Revisions: Date:

VIRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

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

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AND-SYMBOLS

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CIVIL-SITE-ABBREVIATIONS

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TWT

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AJA

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GI002

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AutoCAD SHX Text D

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STATE OF

AutoCAD SHX Text 10800038

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AutoCAD SHX Text Y

10 9

OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH

OHOHOHOH

CHAPMAN AVENUE

STEEL CIRCLE DRIVE

VINE ROAD

DIX RO

R O

McMAHON AVENUE

GRAY RO

BLACK ROAD

COTTAGE AVENUE

NELSON AVENUE

ORCHARD AVENUE

RCHARD AVENUE

O N

CHAPMAN AVENUE

FLO

ER STREET

INDIANA AVENUE

PARK DRIVE

38th STREET

SHO

RT STREET

STEELE CIRCLE DRIVE

BIT

BIT BIT

BIT

691.86'

506.36'

2628.51'

GRAVEL

GUARD

RAIL

STEEL CIRCLE DRIVE

PT3172 - MON

PT1004 - PIN

ELECTRIC

BUILDING

ELECTRIC

BUILDING

841.57FF

841.60FF

841.63FF

841.47

GRAY ROAD

GRASS AREA

PARKING / STORAGEBUILDING

3 10

2 10 1 10

0 9

38th STREET

LINCO

LN BO

ULEVARD

LINCO

LN BO

ULEVARD

SIDEWALK

SID

SIDEWALK

313029

SIDEWALK

SHEET

LD101 &

LP101

SHEET

LD102 &

LP102

SHEET

LD104 &

LP104

SHEET

LD105 &

LP105

SHEET

LD106 &

LP106

SHEET

LD103 &

LP103

SHEET

LD105 &

LP105

SHEET

LD105 &

LP105

AREA 1

AREA 2

AREA 3

AREA 4

AREA 5

AREA 6

AREA 8

AREA 7

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

Landscape Architects:

Install Landscaping

Marion VAMC

610-21-213

Marion Campus Project Director

02/08/2022Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

FINAL BID DOCUMENT - 100% COMPLETE

02-08-2022

SCALE: 1" = 80'

LANDSCAPE AREA LOCATION PLAN1

L100

AutoCAD SHX Text

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

EGJ / DLR

AutoCAD SHX Text

AutoCAD SHX Text 20000273

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

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

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AutoCAD SHX Text R

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AutoCAD SHX Text

LANDSCAPE AREA LOCATION PLAN

AutoCAD SHX Text L100

SIDEWALK

38th STREET

LINCO

LN BO

ULEVARD

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

Landscape Architects:

Install Landscaping

Marion VAMC

610-21-213

Marion Campus Project Director

02/08/2022Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

FINAL BID DOCUMENT - 100% COMPLETE

02-08-2022

SCALE: 1" = 10'

LANDSCAPE DEMOLITION PLAN - AREA 11

LD101

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.

LANDSCAPE DEMOLITION NOTES:

CONTRACTOR TO REMOVE TREE, INCLUDING ROOT BALL, AND FILL DEPRESSION WITH

PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE SHRUB, INCLUDING ROOT BALL, AND FILL DEPRESSION WITH

PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE PERENNIAL, INCLUDING ROOT BALL, AND FILL DEPRESSION

WITH PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE ROCKS AND SALVAGE FOR OWNER.

CONTRACTOR TO REMOVE HARDWOOD MULCH FROM AREA AND PREPARE AREA FOR

FUTURE PLANTINGS.

CONTRACTOR TO REMOVE SOD FROM AREA AND PREPARE AREA FOR FUTURE

PLANTINGS. REFER TO NEW WORK PLANS FOR EXACT LOCATION.

CONTRACTOR TO REMOVE EXISTING STONE MULCH AND REPLACE WITH MERAMAC

STONE MULCH. SEE LANDSCAPING PLANS FOR ADDITIONAL INFORMATION.

EXISTING TREE TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING GUY WIRES FOR POWER POLE TO REMAIN. PROTECT FROM DAMAGE DURING

ALL PHASES OF CONSTRUCTION.

EXISTING FENCE TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING SIGN TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING UTILITY AND / OR MECHANICAL UNIT TO REMAIN. PROTECT FROM DAMAGE

DURING ALL PHASES OF CONSTRUCTION.

CONTRACTOR TO REMOVE ALL HARDWOOD MULCH AND PLANTINGS WITHIN PLANTING

BED, INCLUDING ROOT BALLS, AND FILL WITH PLANTING SOIL. LIGHTLY COMPACT AREA

IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE STONE MULCH FROM AREA AND PREPARE AREA FOR FUTURE

PLANTINGS.

EXISTING STONE EDGE TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION.

EXISTING BRICK PAVING AND CONCRETE LANDING TO REMAIN. PROTECT FROM DAMAGE

DURING CONSTRUCTION.

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 SHALL PROTECT EXISTING SIDEWALKS, CURBS, ASPHALT DRIVES AND

BUILDINGS FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE THAT OCCURS

DURING DEMOLITION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

NOT TO SCALE

CAMPUS KEY PLAN

CHAPM

AN A

VENUE

STEEL CIRCLE DRIVE

D I X

O A

V I N

O A

McMAHON AVENUE

G R

A Y

WATER STREET

BLACK ROAD

O R

C H

A R

V E

N U

N E

L S

N U

CHAPMAN AVENUE

F L O

W E

T R

E E

INDIANA AVENUE

38th STREET

WATER STREET

RAILROAD AVENUE

S H

O R

T R

E E

ORCHARD AVENUE

S T

E E

I V

BUILDING #175

GRAY ROAD

2829 27 26 25 24 23 22 21

20 19 18 17

15554535251

5049484746

103 102 101 100

99 98 97 96 95 94 93 92

79 78 77 76 75

74 73 72 71 70 69 68

80 81

82 83 84 85 86 87 88 89 90 91

56 57 58

59 60 61 62 63 64 65 66 67

38th STREET

L I N

L E

L I N

L E

WA U.G. WATER LINE

UE U.G. ELECTRIC LINE

CURB INLET

STORM MANHOLE

WATER STRUCTURE

SIGN

ELECTRIC STRUCTURE

LIGHT POLE

SANITARY MANHOLE

ST U.G. STORM LINE

EXISTING TREES

STEAM MANHOLE

SHRUB / PERENNIAL

SA U.G. SANITARY LINE

UT U.G. TELEPHONE LINE

BOLLARD

U.G. STEAM LINESM

EXISTING LEGEND

REMOVE SOD, DIRT OR

HARDWOOD MULCH FROM

AREA

REMOVE EXISTING STONE

FROM AREA

DEMOLITION LEGEND

REMOVE LIMITS

NOTES:

1. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC (MOT) FOR

ALL WORK LOCATED WITHIN THE RIGHT-OF-WAY. COORDINATE MOT

PLAN WITH THE LOCAL AGENCY AND THE COR.

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

EGJ / DLR

AutoCAD SHX Text

AutoCAD SHX Text 20000273

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 S

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text D

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 A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text

LANDSCAPE DEMOLITION PLAN - AREA 1

AutoCAD SHX Text

LD101

AutoCAD SHX Text

AutoCAD SHX Text N

S T

SIDEWALK

38th STREET

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

Landscape Architects:

Install Landscaping

Marion VAMC

610-21-213

Marion Campus Project Director

02/08/2022Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

FINAL BID DOCUMENT - 100% COMPLETE

02-08-2022

SCALE: 1" = 10'

LANDSCAPE DEMOLITION PLAN - AREA 21

LD102

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.

LANDSCAPE DEMOLITION NOTES:

CONTRACTOR TO REMOVE TREE, INCLUDING ROOT BALL, AND FILL DEPRESSION WITH

PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE SHRUB, INCLUDING ROOT BALL, AND FILL DEPRESSION WITH

PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE PERENNIAL, INCLUDING ROOT BALL, AND FILL DEPRESSION

WITH PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE ROCKS AND SALVAGE FOR OWNER.

CONTRACTOR TO REMOVE HARDWOOD MULCH FROM AREA AND PREPARE AREA FOR

FUTURE PLANTINGS.

CONTRACTOR TO REMOVE SOD FROM AREA AND PREPARE AREA FOR FUTURE

PLANTINGS. REFER TO NEW WORK PLANS FOR EXACT LOCATION.

CONTRACTOR TO REMOVE EXISTING STONE MULCH AND REPLACE WITH MERAMAC

STONE MULCH. SEE LANDSCAPING PLANS FOR ADDITIONAL INFORMATION.

EXISTING TREE TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING GUY WIRES FOR POWER POLE TO REMAIN. PROTECT FROM DAMAGE DURING

ALL PHASES OF CONSTRUCTION.

EXISTING FENCE TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING SIGN TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING UTILITY AND / OR MECHANICAL UNIT TO REMAIN. PROTECT FROM DAMAGE

DURING ALL PHASES OF CONSTRUCTION.

CONTRACTOR TO REMOVE ALL HARDWOOD MULCH AND PLANTINGS WITHIN PLANTING

BED, INCLUDING ROOT BALLS, AND FILL WITH PLANTING SOIL. LIGHTLY COMPACT AREA

IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE STONE MULCH FROM AREA AND PREPARE AREA FOR FUTURE

PLANTINGS.

EXISTING STONE EDGE TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION.

EXISTING BRICK PAVING AND CONCRETE LANDING TO REMAIN. PROTECT FROM DAMAGE

DURING CONSTRUCTION.

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 SHALL PROTECT EXISTING SIDEWALKS, CURBS, ASPHALT DRIVES AND

BUILDINGS FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE THAT OCCURS

DURING DEMOLITION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

NOT TO SCALE

CAMPUS KEY PLAN

10 9

CHAPM

AN A

VENUE

STEEL CIRCLE DRIVE

V I N

O A

McMAHON AVENUE

G R

WATER STREET

BLACK ROAD

O R

C H

A R

V E

N U

N E

L S

N U

CHAPMAN AVENUE

F L O

W E

T R

E E

INDIANA AVENUE

38th STREET

WATER STREET

RAILROAD AVENUE

S H

O R

T R

E E

ORCHARD AVENUE

S T

E E

I V

BUILDING #175

GRAY ROAD

2829 27

26 25 24 23 22 21 20 19 18 17

545352515049484746

103 102 101 100 99 98 97 96

95 94 93 92

79 78 77 76 75 74 73 72 71

70 69 68

80 81 82 83 84

85 86 87 88 89 90 91

56 57 58 59 60 61

62 63 64 65 66 67

38th STREET

L I N

L E

I N

WA U.G. WATER LINE

UE U.G. ELECTRIC LINE

CURB INLET

STORM MANHOLE

WATER STRUCTURE

SIGN

ELECTRIC STRUCTURE

LIGHT POLE

SANITARY MANHOLE

ST U.G. STORM LINE

EXISTING TREES

STEAM MANHOLE

SHRUB / PERENNIAL

SA U.G. SANITARY LINE

UT U.G. TELEPHONE LINE

BOLLARD

U.G. STEAM LINESM

EXISTING LEGEND

REMOVE SOD, DIRT OR

HARDWOOD MULCH FROM

AREA

REMOVE EXISTING STONE

FROM AREA

DEMOLITION LEGEND

REMOVE LIMITS

NOTES:

1. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC (MOT) FOR

ALL WORK LOCATED WITHIN THE RIGHT-OF-WAY. COORDINATE MOT

PLAN WITH THE LOCAL AGENCY AND THE COR.

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

EGJ / DLR

AutoCAD SHX Text

AutoCAD SHX Text 20000273

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 S

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AutoCAD SHX Text A

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AutoCAD SHX Text

LD102

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

LANDSCAPE DEMOLITION PLAN - AREA 2

AutoCAD SHX Text

AutoCAD SHX Text N

OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH

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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

Landscape Architects:

Install Landscaping

Marion VAMC

610-21-213

Marion Campus Project Director

02/08/2022Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

FINAL BID DOCUMENT - 100% COMPLETE

02-08-2022

SCALE: 1" = 10'

LANDSCAPE DEMOLITION PLAN - AREA 31

LD103

NOT TO SCALE

CAMPUS KEY PLAN

STEEL CIRCLE DRIVE

V I N

O A

McMAHON AVENUE

G R

WATER STREET

BLACK ROAD

O R

C H

A R

V E

N U

N E

L S

N U

CHAPMAN AVENUE

F L O

W E

T R

E E

INDIANA AVENUE

38th STREET

WATER STREET

RAILROAD AVENUE

S H

O R

T R

E E

ORCHARD AVENUE

S T

E E

I V

BUILDING #175

GRAY ROAD

2829 27 26 25 24 23 22

21 20 19 18 17

1555453525150

49484746

103 102 101

100 99 98 97 96 95 94 93 92

79 78 77 76

75 74 73 72 71 70 69 68

81 82 83 84 85 86 87 88 89

90 91

57 58 59 60 61 62 63 64 65 66

38th STREET

L I N

L E

L I N

L E

WA U.G. WATER LINE

UE U.G. ELECTRIC LINE

CURB INLET

STORM MANHOLE

WATER STRUCTURE

SIGN

ELECTRIC STRUCTURE

LIGHT POLE

SANITARY MANHOLE

ST U.G. STORM LINE

EXISTING TREES

STEAM MANHOLE

SHRUB / PERENNIAL

SA U.G. SANITARY LINE

UT U.G. TELEPHONE LINE

BOLLARD

U.G. STEAM LINESM

EXISTING LEGEND

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.

LANDSCAPE DEMOLITION NOTES:

CONTRACTOR TO REMOVE TREE, INCLUDING ROOT BALL, AND FILL DEPRESSION WITH

PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE SHRUB, INCLUDING ROOT BALL, AND FILL DEPRESSION WITH

PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE PERENNIAL, INCLUDING ROOT BALL, AND FILL DEPRESSION

WITH PLANTING SOIL. LIGHTLY COMPACT AREA IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE ROCKS AND SALVAGE FOR OWNER.

CONTRACTOR TO REMOVE HARDWOOD MULCH FROM AREA AND PREPARE AREA FOR

FUTURE PLANTINGS.

CONTRACTOR TO REMOVE SOD FROM AREA AND PREPARE AREA FOR FUTURE

PLANTINGS. REFER TO NEW WORK PLANS FOR EXACT LOCATION.

CONTRACTOR TO REMOVE EXISTING STONE MULCH AND REPLACE WITH MERAMAC

STONE MULCH. SEE LANDSCAPING PLANS FOR ADDITIONAL INFORMATION.

EXISTING TREE TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING GUY WIRES FOR POWER POLE TO REMAIN. PROTECT FROM DAMAGE DURING

ALL PHASES OF CONSTRUCTION.

EXISTING FENCE TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING SIGN TO REMAIN. PROTECT FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

EXISTING UTILITY AND / OR MECHANICAL UNIT TO REMAIN. PROTECT FROM DAMAGE

DURING ALL PHASES OF CONSTRUCTION.

CONTRACTOR TO REMOVE ALL HARDWOOD MULCH AND PLANTINGS WITHIN PLANTING

BED, INCLUDING ROOT BALLS, AND FILL WITH PLANTING SOIL. LIGHTLY COMPACT AREA

IN PREPARATION FOR FUTURE PLANTS.

CONTRACTOR TO REMOVE STONE MULCH FROM AREA AND PREPARE AREA FOR FUTURE

PLANTINGS.

EXISTING STONE EDGE TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION.

EXISTING BRICK PAVING AND CONCRETE LANDING TO REMAIN. PROTECT FROM DAMAGE

DURING CONSTRUCTION.

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.

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 SHALL PROTECT EXISTING SIDEWALKS, CURBS, ASPHALT DRIVES AND

BUILDINGS FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE THAT OCCURS

DURING DEMOLITION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

REMOVE SOD, DIRT OR

HARDWOOD MULCH FROM

AREA

REMOVE EXISTING STONE

FROM AREA

DEMOLITION LEGEND

REMOVE LIMITS

NOTES:

1. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC (MOT) FOR

ALL WORK LOCATED WITHIN THE RIGHT-OF-WAY. COORDINATE MOT

PLAN WITH THE LOCAL AGENCY AND THE COR.

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AutoCAD SHX Text one half inch = one foot

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VA FORM 08-6231

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LANDSCAPE DEMOLITION PLAN - AREA 3

AutoCAD SHX Text

LD103

AutoCAD SHX Text

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W A

WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA

GRASS AREA

SASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASA

SASASASASASASASASASASASASA

SIDEWALK

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

Landscape Architects:

Install Landscaping

Marion VAMC

610-21-213

Marion Campus Project Director

02/08/2022Revisions: Date:

V IRIDIAN

ARCHITECTURAL DESIGN INC.

Engineering Resources, Inc.

4175 New Vision Drive Fort Wayne, IN 46845

PH: 260.490.1025

www.eri.consulting

FINAL BID DOCUMENT - 100% COMPLETE

02-08-2022

SCALE: 1" = 10'

LANDSCAPE DEMOLITION PLAN - AREA 41

LD104

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…

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