27-504_Drawings.pdf

114 PAVILION COURT 2

124 TRASH HUT - B.6

94 GARAGE (SCHOOL LEASE)

80 S.T.P. CONTROL HOUSE (WASTE WATER TREATMENT)

73 (SCHOOL LEASE)

39 ENGINEERING STORAGE

37 FORMER PATIENT CARE, IS

36 FORMER PATIENT CARE, DAY TREATMENT CENTER

34 SPD, A&MMS, DAYCARES, NETWORK STORAGE

14 VACANT

13 EMERGENCY GENERATOR

5 AUDITORIUM, RECREATION SVC.

NO. BUILDING SCHEDULE 1

4 ADMINISTRATIVE, CANTEEN

18 (SCHOOL LEASE)

1 OUTPATIENT SERVICES, MAIN ADMIN

2 FORMER MAIN KITCHEN, DINING RM., OUTPATIENT PHARMACY

3 GEC OFFICES, PATIENT CARE

6 SUBSTANCE ABUSE OFFICES, EMS

7 NHCU, VOLUNTARY SVC., HRMS

9 PATIENT CARE/DOM, LIBRARY, MAIL RM.

11 WAREHOUSE

12 BOILER PLANT/BIOMASS

16 FIRE STATION, GARAGE, GROUNDS MTN.

24 VALOR HEADQUARTERS

33 PATIENT CARE NHCU, INPATIENT PHARMACY

40 GATE HOUSE

41 OUTDOOR FIREPLACE

42 STONE GRANDSTAND

46 WAREHOUSE POLE BARN

70 MISCELLANEOUS STORAGE

81 SLUDGE DIGESTORS

82 SLUDGE BED

76 STORAGE

8 NHCU, ADULT DAYCARE

10 LAUNDRY

20 VA POLICE STATION

75 OIL HOUSE

77 STORAGE

125 TRASH HUT - B.36/37

123 TRASH HUT - B.8

122 OIL STORAGE TANKS

113 PATIENT'S TOILET, COURT 2

121 SWITCHGEAR

118 ENGINEERING SHOPS & OFFICES

112 PATIENT'S TOILET, COURT 1

111 TRANSFORMERS X-RAY B.1

109 AERATION TANKS

108 PRIMARY TANKS

106 TRICKLING FILTER

107 PUMP HOUSE S.T.P.

110 PAVILION COURT 2

120 FIRE PUMP BLDG., BKFLOW PREVENTOR

115 RECREATION STORAGE, COURT 1

17 CADENCE SQUARE

35 RELOCATED DIETETICS, KITCHEN

43 SALT STORAGE BARN (COVER)

44 GROUNDS AND TRANSPORTATION

45 CHILLER PLANT

50 LOADING DOCK

38 FUTURE TEMPORARY OFFICE

105 SECONDARY TANKS

65 TEMPORARY TRAILERS (OFFICES)

4 ' - 0 "x 1 0' - 0 'C O N C . P AD

FO R

P R O P AN E

T AN K

CO URTYARD 2

CO URTYARD 2

35T

BIOMASS

8182 80 107

105109

2 HRV

ISITOR

BUSHWOOD LN.

LOOP RD.

L O

O P

R D

EAST STREET

PARKING

PARKING

PARKING

WATER TOWER

C H

A P

E L

S T

R E

E T

PARK

EXERCISE

EAST STREET

NORTH

CAMPUS SITE PLAN

VAMC Canandaigua

RAMP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

D

21 4 5 6 7 8 9

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t 6 o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

DRAWING INDEX

LIST OF ABBREVIATIONS

A/C AIR CONDITION(ING) (ED)

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

ACM ASBESTOS CONTAINING MATERIAL

ACS PNL ACCESS PANEL

ADDL ADDITIONAL

ADJ ADJUSTABLE, ADJACENT

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL

INSTITUTE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWP ACOUSTICAL WALL PANEL

AWS AMERICAN WELDING SOCIETY

B BD BASE BOARD

BITUM BITUMINOUS

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BR BEDROOM

BRG BEARING

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

CCTV CLOSED CIRCUIT TELEVISION

CAB CABINET

CB CATCH BASIN, CORNER BEAD

CH BD CHALKBOARD

CEM CEMENT

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/

OWNER INSTALLED

CG CORNER GUARD

CI CAST IRON

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR, COLOR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CASED OPENING,

COMPANY

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONN CONNECT(ION)

CONSTR CONSTRUCTION

CONT CONTINUE(OUS)

CONTR CONTRACT(OR)

COORD COORDINATE

CPT CARPET

CT CERAMIC TILE, COUNT, CURRENT

TRANSFORMER

CTR CENTER

CU CUBIC

CUH CABINET UNIT HEATER

CU YD CUBIC YARD

D DEEP, DEPTH

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA OR ø DIAMETER

DIAG DIAGONAL, DIAGRAM

DIM DIMENSION

DIFF DIFFUSER

DIR DIRECTION

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR, DRIVE

DS DOWNSPOUT

DWG DRAWING

DWL DOWEL

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EM ENTRY MAT, EXPANDED METAL

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

ES EMERGENCY SHOWER

ETC ET CETERA

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXC EXCAVATION, EXCAVATE

EXP EXPAND, EXPANSION

F/F FACE TO FACE

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING, FLANGE

FO FINISHED OPENING

FP FIRE PROTECTION, FIREPROOF

FRTW FIRE RETARDANT TREATED

WOOD

FT FOOT, FEET

FTG FOOTING

FTR FINNED TUBE RADIATION

FURN FURNACE, FURNITURE, FURNISH

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GFRC GLASS FIBER REINFORCED

CONCRETE

GFRG GLASS FIBER REINFORCED

GYPSUM

GL GLASS, GROUND LEVEL

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED BEAM

GR GRADE, GROSS

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE, HOSE CABINET

HCP HANDICAPPED

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT, HORSEPOWER

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

HYD HYDRANT

IN INCHES

INCL INCLUDED

INCAND INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INTERM INTERMEDIATE

INT INTERIOR

JAN JANITOR

KIP 1000 POUNDS

KIT KITCHEN

KO KNOCKOUT

KPL KICK PLATE

LAM LAMINATE(D)

LAU LAUNDRY

LAV LAVATORY

LB POUND

LBL LABEL

LD LOAD

LF LINEAR FEET (FOOT)

LH LEFT HAND, LATENT HEAT

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LRFD LOAD & RESISTANCE FACTOR

DESIGN

LT LIGHT

LTG LIGHTING

LWC LIGHT-WEIGHT CONCRETE

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MDO MEDIUM DENSITY OVERLAY

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING AND FIRE

PROTECTION

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MM MILLIMETER

MIN MINIMUM

MISC MISCELLANEOUS

MLWK MILLWORK

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MULL MULLION

N NORTH

NAT NATURAL

NCOMBL NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NO OR # NUMBER

NOM NOMINAL

NORM NORMAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O/O OUT TO OUT

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED, CONTACTOR

INSTALLED

OF/OI OWNER FURNISHED, OWNER

INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

OPT OPTIONAL, OPTIMUM

OZ OUNCE

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCT PORCELAIN CERAMIC TILE

PED PEDESTAL

PEND PENDANT

PERF PERFORATED

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLB PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PORC PORCELAIN

POS POSITIVE, POSITION

PPT PRESSURE-PRESERVATIVE

TREATED

PR PAIR

PREFAB PREFABRICATE

PREFIN PREFINISH

PREP PREPARATION

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, POST TENSION

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

RB RUBBER BASE, RESILIENT BASE

RCP REINFORCED CONCRETE PIPE,

REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

REC RECESSED

REF REFRIGERATOR

REFL REFLECT

REG REGISTER, REGULATION

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RF RESILIENT FLOORING

RFG ROOFING

RH RIGHT HAND, ROOF HATCH

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RTU ROOF TOP UNIT

RV ROOF VENT

RWB RUBBER WALL BASE

S SOUTH

SAB SOUND ATTENUATION BATTS

SAN SANITARY

SC SOLID CORE, SHADING

COEFFICIENT

SCHED SCHEDULE

SEAL SEALER ON FLOOR (FINISH)

SECT SECTION

SF SQUARE FOOT, SAFETY FACTOR

SHT SHEET

SHR SHOWER

SIM SIMILAR

SOG SLAB ON GRADE

SPA SPACES

SPKR SPEAKER

SPEC SPECIFICATION

SQ SQUARE

SRD SECONDARY ROOF DRAIN

SS SERVICE SINK

SSM SOLID SURFACE MATERIAL

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STR STRAIGHT, STRINGERS

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SY SQUARE YARD

TEL TELEPHONE

THRES THRESHOLD

TEMP TEMPORARY

TER TERRAZZO

THK THICK(NESS)

TK BD TACK BOARD

TMPD TEMPERED

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOPO TOPOGRAPHY, TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TSTAT THERMOSTAT

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UCL UNDER CABINET LIGHTING

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VARN VARNISH(ED)

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VOL VOLUME

VT VINYL TILE

V SHT VINYL SHEET

W/ WITH

WC WATER CLOSET

W/O WITHOUT

WD WOOD

WDW WINDOW

WH WATER HEATER

WI WROUGHT IRON

WM WIRE MESH

WP WATERPROOFING, WORKING

POINT

C12 A

C12

A-XXX

A-XXX

A-XXX

X

X

SCALE: X"=1'-0"

TITLE

B

A

8'-0" AFF

BATT INSULATION

RIGID INSULATION

WOOD BLOCKING OR SHIMSTONE

GRAVEL OR CRUSHED STONE

WOOD FRAMING (CONTINUOUS)

FINISH WOOD

STEEL-LARGE-SCALE

STEEL-SMALL-SCALE

PLYWOOD

CONCRETE

CONCRETE MASONRY UNIT BRICK

(Other metals as noted)

NOTATION

SECTION CUT OFFSET CUT

WALL SECTION CUT

DETAIL-BLOW UP

ELEVATION

INTERIOR ELEVATIONS

DETAIL-CUT

PARTITION TYPE

ROOM NUMBER

DOOR NUMBERS

WINDOW TYPES

REVISION

AND

ANGLE

SQUARE

NUMBER OR

POUND

DIAMETER

Lor

AT

OR

OR

ø

UNDISTURBED EARTH

001 100-A

DETAIL NO.

STRUCTURAL

GRID

DETAIL NO.

DRAWING NO.

VIEWING

DIRECTION

DETAIL NO.

DRAWING NO.

DETAIL NO.

DRAWING NO.

VIEWING DIRECTION

DETAIL NO.

DRAWING NO.

DRAWING NO.

ELEVATIO

N

NO.

PLAN KEY NOTE

DEMOLITION KEY NOTE

CEILING TYPE AND ELEVATION

DRAWING SYMBOLS

MATERIAL SYMBOLS

(Other metals as noted)

A-XXX

X

A-XXX

X

A-XXX

X

GYPSUM, SAND, MORTAR

A-XXX

X

DRAWING NO.

ELEVATION NO.

PROJECT DATA

TITLE SHEET

G-0018/10/2026

SEAL AND STRIPE

PARKING LOTS

CANANDAIGUA

100% CONSTRUCTION

DOCEUMENTS

528A5-27-504

CANANDAIGUA VAMC

SEAL AND STRIPE PARKING LOTS

100% CONSTRUCTION DOCEUMENTS

G SERIES

G001 TITLE SHEET

A SERIES

A001 OVERAL SITE AND NOTES

A002 PARKING LOT 1, 1A, 20

A003 PARKING LOT 5, 5A, 16, 16A

A004 PARKING LOT 7, 7A, 118, 118A

REVISIONS

no. date description

OCCUPANCY CLASSIFICATION

CONSTRUCTION CLASSIFICATION

NFPA TYPE

OCCUPANCY LOAD

SPRINKLERED

FLOOR AREA

FLOOR AREA PER OCCUPANT

OCCUPANT LOAD

TRAVEL DISTANCE REQ.

TOTAL

DEAD END

COMMON

CO URTYARD 2

CO URTYARD 2

PLAN GENERAL NOTES:

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN IN

THESE DRAWINGS PRIOR TO PREPARING SUBMITTALS AND NOTIFY VA

COR IMMEDIATELY OF ANY DISCREPANCIES

EXISTING PARKING LOTS SHALL BE INSPECTED PRIOR TO WORK AND

ANY PAVEMENT DEFECTS SHALL BE NOTED AND MARKED. SEE REPAIR

NOTES FOR DETAILS.

PRIOR TO ASPHALT REPAIRS AND SEALANT, ENTIRE WORK AREA SHALL

BE CLEANED OF DEBRIS, DIRT, OIL STAINS, AND AS REQUIRED TO

ENSURE FULL ADHESION. THIS INCLUDES SWEEPING, PRESSURE

WASHING, DEGREASER, REMOVAL OF VEGETATION, AND ALLOWING

THE SURFACE TO DRY COMPLETELY.

TRAFFIC CONTROL AND PHASING PLAN SHALL BE PREPARED BY THE

CONTRACTOR AND SUBMITTED TO THE COR. SEE PHASING NOTES FOR

DETAILS.

SEE SEALING NOTES FOR DETAILS REGARDING SEALING.

ALL PARKING LOST SHALL BE SEALED PER THE SEALING NOTES AND

STRIPED PER THE STRIPING NOTES. SEE PLANS FOR LOCATIONS OF

PARKING LOTS AND LAYOUT OF STRIPING.

RING ROAD SHALL BE STRIPED ONLY. SEE STRIPING NOTES AND

DETAILS. THIS INCLUDES ALL CROSSWALKS, STOP LINES, ROADSIDE

PARKING AREAS, AND OTHER AS NOTED ON THE PLANS.

PART OF THE RING ROAD IS CLOSED TO TRAFFIC. THIS AREA IS

EXCLUDED FROM THIS CONTRACT AND SHALL NOT BE USED FOR

TRANSPORT OF MATERIALS OR ALTERNATIVE TRAFFIC PATTERNS.

WORK UNDER THIS CONTRACT MUST COORDINATE FOR ANY CLOSURE

THAT MAY IMPACT ENTRY OR EXIT TO THIS WORK AREA.

PROTECT ALL PLANTINGS AND LAWNS AT ALL TIMES. CONTRACTOR

SHALL MAINTAIN PLANTINGS IN WORK AREA IS HELD LONGER THAN A

WEEK. CONTRACTOR SHALL REPAIR ANY DAMAGED PLANTINGS OR

LAWNS.

ALL WORK SHALL BE DONE IN AREAS CLEARLY MARKED OFF AND

PROTECTED FROM ONSITE TRAFFIC INCLUDING BUT NOT LIMITED TO

CONES, FENCES, AND BARRIERS. FOLLOW GUIDANCE IN THE NYSDOT

MUTCD FOR PROPER BARRIERS AND SAFETY OF WORKING AREAS.

ALL CRACKS SHALL BE FILLED AND SEALED PROPERLY PRIOR TO

SEALING THE LOT. AFTER CLEANING, CONTRACTOR SHALL INSPECT

THE AREA AGAIN FOR DEFECTS AND CRACKS. CRACKS SHALL BE

CLEAR OF DEBRIS AND LOOSE MATERIALS PRIOR TO FILLING.

CRACKS LESS THAN 1/2 INCH WIDE MAY USE COLD-POUR

RUBBERIZED CRACK FILLER.

CRACKS WIDER THAN 1/2" SHALL UTILIZE BACKER ROD AND

HOT-POUR CRACK FILLER.

INFILLS SHALL BE LEVEL WITH PAVEMENT AND ALLOWED TO

CURE COMPLETELY PER MANUFACTURER.

ALL POTHOLES SHALL BE INFILLED PROPERLY PRIOR TO SEALING THE

LOT. AFTER CLEANING, CONTRACTOR SHALL INSPECT THE AREA AGAIN

FOR DEFECTS. POTHOLES SHALL BE CLEAR OF DEBRIS AND LOOSE

MATERIALS PRIOR TO REPAIRS.

POTHOLES SHALL BE MARKED AND THE EDGES SHALL BE CUT

INTO CLEAN, STRAIGHT LINES WITH SAW OR CHISEL TO CREATE

BONDABLE SURFACE.

TACK COAT SHALL BE APPLIED TO THE BOTTOM AND SIDES OF

THE HOLE COMPATIBLE WITH FILL MATERIALS.

POTHOLES SHALL BE FILLED WITH COLD OR HOT PATCH MIX.

PATCH SHALL BE COMPACTED UNTIL LEVEL WITH

SURROUNDING SURFACE AND SHALL ENSURE PITCH TO SHED

WATER. PATCH SHALL BE ALLOWED TO SETTLE AND DRY

COMPLETELY PER THE MANUFACTURER.

ALL PATCHING SHALL BE DONE UNDER ACCEPTABLE WEATHER

CONDITIONS WHICH SHALL PERSIST THROUGH ALL REQUIRE CURING

TIMES.

REPAIR NOTES:

A

B

C

A

B

C

PHASING NOTES:

CONTRACTOR SHALL PREPARE AND SUBMIT PHASING PLAN FOR REVIEW

AND APPROVAL PRIOR TO ANY WORK. PHASING PLAN SHALL INCLUDE

SIGNAGE, TRAFFIC CONTROL AND BARRIERS, ORDER OF WORK TO BE

PERFORMED AND SCHEDULE OF EACH WORK BY AREA INCLUDING

START DATE AND REOPENING OF LOT/SPECIFIC AREA OF WORK.

SOME LOTS MAY REQUIRE MULTIPLE PHASES, PARTIAL OCCUPATION BY

FACILITY, OR WEEKEND WORK. SEE PLANS FOR LIMITATIONS SET BY

THE FACILITY.

ONLY ONE WORK AREA WILL BE ALLOWED AT A TIME AND RESTRICTIONS

MAY HAVE MAXIMUM DOWN TIME OF A SINGLE WORK AREA.

CONTRACTOR SHALL COORDINATE APPROPRIATELY TO MEET THE

RESTRICTIONS.

WORK AREAS SHALL BE COMPLETELY AND CLEARLY MARKED WITH

PHYSICAL BARRIERS TO PREVENT ENTRY FROM NON-CONTRACT

EMPLOYEES.

CLEAR SIGNAGE SHALL BE PROVIDED AS APPROVED AND MANDATED BY

THE CONTRACTOR PHASING PLAN AND THE FACILITY COR. THIS

INCLUDES BUT IS NOT LIMITED TO - DIRECTIONAL SIGNAGE FOR CARS

AND PEDESTRIANS, CONSTRUCTION "DO NOT ENTER", TRAFFIC

CONTROL ACROSS SITE INDICATING CLOSURES AND ALTERNATIVE

PARKING, ETC.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH

WEATHER CONDITIONS AND SHALL NOTIFY THE COR OF DELAYS DUE TO

WEATHER AND RESCHEDULING SHALL BE UPON COR APPROVAL.

PHASING SHALL INCLUDE REPAIRS, SEALING, AND STRIPING. PHASING

SCHEDULE SHALL CONSIDER CURING TIMES AND RESTRICTIONS SET BY

THE FACILITY.

PHASING OF SPECIFIC LOTS SHALL CONSIDER:

SEALING NOTES:

CONTRACTOR SHALL PERFORM FINAL INSPECTION OF SURFACE TO

ENSURE ALL REPAIRS ARE COMPLETED AND CURED FULLY. ANY

ADDITIONAL REPAIRS SHALL BE PERFORMED AS NEEDED DUE TO

SETTLING OF INFILL MATERIAL, MISSED AREAS, OR FLAWED

INSTALLATION. SEE REPAIR NOTES FOR METHODS AND NOTES

REGARDING REPAIRS.

AREA SHALL BE ENSURED CLEAR OF DEBRIS AND CLEAN PRIOR TO

SEALING.

EDGES OF CURBS, STRUCTURES, GRATES, SIDEWALKS, ETC SHALL BE

MARKED OFF WITH MASKING TAPE OR SHIELDS TO PROTECT FROM

COATING MATERIALS.

SEAL COAT SHALL BE MIXED THOROUGHLY TO REDISTRIBUTE SOLIDS

THAT MAY HAVE SETTLED AND ANY OTHER PREPARATIONS REQUIRED

BY THE MANUFACTURER.

WORK SHALL BE PERFORMED IN MANAGEABLE SECTIONS TO MAINTAIN

CONTROL.

SEALING SHALL BE PERFORMED IN 2 PASSES. SECOND PASS SHALL BE

PERFORMED 2-4 HOURS AFTER FIRST COAT OR WHEN DRY TO THE

TOUCH AND SHALL BE APPLIED PERPENDICULAR TO THE FIRST TO

ENSURE EVEN COVERAGE.

AREA SHALL REMAIN BLOCKED OFF DURING CURING TIME (24-48

HOURS) PENDING MANUFACTURER GUIDELINES AND WEATHER

CONDITIONS.

ANY MATERIAL TRACKED OR SPILLED OUT SIDE OF THE AREA TO BE

SEALED SHALL BE CLEANED INCLUDING BUT NOT LIMITED TO

SIDEWALKS, CURBS, BUILDINGS, FLOORS, BOLLARDS, SIGNS, ETC.

PARKING LOTS 1, 1A, 20, 17, 5, 7, 118, 16 SHALL BE REPAIRED AND

SEALED PER THE NOTES IN THIS DRAWING SET. LOTS LISTED SHALL

ALSO BE STRIPED UNLESS NOTED OTHERWISE. SEE PLANS FOR EDGE

OF SEALING AT ENTRANCES AND EXITS.

STRIPING NOTES:

STRIPING SHALL FOLLOW LAYOUT ON PLANS AND DETAILS INCLUDED IN

THE PACKAGE.

CONTRACTOR SHALL SNAP CHALK LINES FOR GUIDES.

PAINT SHALL BE 2 COATS AND SHALL BE COMPATIBLE WITH SURFACE.

EACH COAT SHALL DRY 2-4 HOURS BEFORE NEXT.

PAINT SCHEDULE

CROSSWALKS SHALL BE 6' WIDE, PARALLEL, WHITE

STOP LINES SHALL BE 12" WIDE, WHITE

HANDICAP SYMBOL, STALL, AND ACCESS SPACE DIAGONAL

LINES SHALL BE BLUE

PARKING SHALL LINES SHALL BE 4" WIDE, WHITE

DIRECTIONAL ARROWS AND LETTERING SHALL BE WHITE

CROSSHATCH AREAS (NON HCP) SHALL BE WHITE

IF PARKING AREAS ARE TO BE OCCUPIED POST SEALING BUT PRIOR TO

STRIPING DUE TO DELAY OR PHASING, CONTRACTOR TO PROVIDE

CONES AND TAPE TO DELINEATE GENERAL PARKING AREAS.

WHERE LINES ARE VISIBLE ON THE RING ROAD, CONTRACTOR TO USE

LINES AS GUIDE AND LOCATION. AREA SHALL BE PREPED PER

MANUFACTURER RECCOMENDATIONS PRIOR TO PAINTING.

PARKING LOTS 1, 1A, 20, 16, 16A, 5, 5A, 7, 7A, 118, 118A SHALL BE

STRIPED PER THE NOTES IN THIS DRAWING SET. THIS SHALL ALSO

INCLUDE DIRECTIONAL ARROWS NEAR ENTRANCE OF BUSHWOOD BY

16 / 16A.

A

B

C

D

E

G

LOT 1 / 5 / 7

MAY BE PERFORMED DURING BUISNESS HOURS

SHALL BE DIVIDED INTO MANGABLE SECTIONS

MUST MAINTAIN 1 ENTRY / EXIT FOR FACILITY STAFF

LOT 1A / 20

MAY BE PERFORMED DURING BUINESS HOURS

LOT MAY BE CLOSED IN ENTIRETY TO ACCOMODATE WORK

LOT 5A / 7A / 118A / 16A / ROAD STRIPING

MUST BE PERFORMED ON WEEKEND

SIGNAGE AND BARRIERS SHALL REDIRECT ANY AND ALL TRAFFIC

MAY REQUIRE STAGES TO NOT OVER RESTRICT TRAFFIC

LOT 118

SHALL BE PERFORMED ON WEEKEND

A

B

C

D

I

II

III

I

II

I

II

III

I

H R V I

S I

T O R

PARKING LOT 16PARKING LOT 7

PARKING LOT 5

PARKING LOT 1A

PARKING LOT 20

PARKING LOT 1

PARKING LOT 118

PARKING 5A

PARKING 7A

PARKING 118A

AREA OUT OF SCOPE

ROAD CLOSED

DO NOT ENTER

CONC ISLAND

A-002

A-003

A-004

A-003

A-004

PARKING LOT 16A

9' MIN 9' MIN 5' MIN 8' MIN 5' MIN 11' MIN

' M

IN

' M

A X

ACCESSIBLE SPACESREGULAR SPACES

4" PAINTED PARKING

STALL LINES ACCESSIBILITY SYMBOL

NOTES:

1. SEE PLAN FOR GENERAL LAYOUT OF PARKING LOTS. CONFIRM SPACING AND OUTLINE

LAYOUT PRIOR TO PAINTING. SOME VARIATIONS ARE EXPECTED IN GENERAL LAYOUT AND

SIZING THOUGH MINIMUMS SHALL BE MAINTAINED.

2. SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE SPACE SIGNAGE AND

SYMBOLS

3. ACCESSIBLE SPACES FOR VANS MUST BE 11' WIDE WITH 5' ACCESSIBLE AISLES AND BE

DESIGNATED FOR VANS ONLY. EXISTING SITE SIGNAGE WILL INDICATE VAN DEDICATED

PARKING SPACES.

4. AISLES BETWEEN PARKING SPACES SHALL BE 24' WIDE MINIMUM TO ACCOMODATE 2 WAY

WHERE INDICATED AND ALL AISLES SHALL ACCOMODATE MINIMUM CLEARANCES FOR ENTERING

AND EXISTING PARKING STALLS.

VAN

TYP

36" O C

4" PAINTED NO PARKING

DIAGONAL LINES

6' - 0"

1' - 0"

NOTES:

1. ALL CROSSWALKS SHALL BE WHITE AS

INDICATED IN THE PAINTING LEGEND

2. ALIGN CROSSWALKS TO CONNECTING

POINTS AS INDICATED BY THE PLANS AND

TERMINATE AT SIDWALKS / CURBS

3. WIDTH OF CROSSWALK MAY VARY BY

LOCATION. WIDTH SHALL BE NO LESS THAN

6' BUT MAY BE WIDER TO MATCH EXISTING

OR TO BETTER CONNECT ENDS.

4. LAYOUT ALL CROSSWALKS PRIOR TO

FINAL PAINTING.

PROJECT TITLEPHASE

NOTE:

THESE DRAWINGS ARE THE OWNERSHIP OF THE VA AND SHALL NOT

BE USED OR REPRODUCED WITHOUT APPROVAL

APPROVED USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR

VERIFYING EXISTING DIMENSIONS AND CONDITIONS IN FIELD FOR ALL

ELEMENTS DEPICTED OR REFERED WITHIN THE CONSTRUCTION

DOCUMENTS

DRAWING TITLE

APPROVED:

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORDCONSULTANTREVISIONS

NO. DATE DESCRIPTION OVERALL SITE PLAN

EJM

A-0018/10/2026

SEAL AND STRIPE PARKING LOTS100% CONSTRUCTION

DOCEUMENTS

528A5-27-504

CANANDAIGUA VAMC

CANANDAIGUA

1" = 160'-0"

SITE PLAN

1/8" = 1'-0"

TYPICAL PARKING STALL LAYOUT

1/8" = 1'-0"

TYPICAL CROSSWALK LAYOUT

PARKING LOT 1A

PARKING LOT 20

PARKING LOT 1

F O

R T

H

IL

L A

V E

N U

E

2 2

STONE ROAD

6 5

3 1

9 9

9 9

9 9

PARKING LOT OUT OF SCOPE

STRIPING PLAN KEYNOTES

PAINT STOP LINE

PAINT DIRECTION ARROWS (AS SHOWN)

PAINT CROSSWALK

PAINT HANDICAP STALLS (AS SHOWN)

PAINT PARKING STALLS (AS SHOWN)

NO PARKING CROSSHATCH AREAS (AS SHOWN)

EDGE OF SEALING

NO STRIPING, SEAL ONLY

EXISTING LIGHT POLE AND BASE

CONCRETE

PROVIDE PAINTED LETTERING AS SHOWN

STRIPING PLAN GENERAL NOTES:

WHERE EXISTING, MATCH LOCATION AND PATTERN OF STRIPING.

STOP LINES SHALL EXTEND TO CENTER OF ROAD WIDTH.

COORDINATE NO PARKING STRIPES IN PARKING LANES WITH EXISTING

LIGHT POLES.

CONTRACTOR IS RESPONSIBLE FOR ENSURING PARKING IS LAYED OUT

IN A FASHION THAT IS ACCEPTABLE FOR PARKING, TRAFFIC, AND

PROPER SPACING.

CROSS HATCH DESIGN ON THESE DRAWINGS MAY NOT REFLECT

PROPER LINE WIDTH OR SPACING. SEE DETAILS FOR ADDITIONAL

INFORMATION.

COORDINATE WITH COR FOR RELOCATION OF EQUIPMENT OR

VEHICLES WITHIN PARKING AREAS.

CONTRACTOR TO PREPARE PHASING, SIGNAGE, AND TRAFFIC PLAN

WHICH SHALL BE APPROVED PRIOR TO COMMENCEMENT OF WORK.

PATTERNS OF CROSSHATCH AND CROSSWALKS MAY VARY FROM

WHAT IS SHOWN ON THE DRAWINGS. CONTRACTOR IS TO ORIENT

CROSSHATCH APPROPRIATELY TO THE AREA TO MAKE CLEAR. LINES

SHALL BE ROUGHLY 45 DEGREES TO THE MAIN EDGE OR ORIENTED TO

BE MOST CONTRASTING.

ENTIRETY OF PARKING LOTS SHOWN SHALL BE SEALED PER THE

SEALING NOTES AND STRIPED.

PROJECT TITLEPHASE

NOTE:

THESE DRAWINGS ARE THE OWNERSHIP OF THE VA AND SHALL NOT

BE USED OR REPRODUCED WITHOUT APPROVAL

APPROVED USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR

VERIFYING EXISTING DIMENSIONS AND CONDITIONS IN FIELD FOR ALL

ELEMENTS DEPICTED OR REFERED WITHIN THE CONSTRUCTION

DOCUMENTS

DRAWING TITLE

APPROVED:

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORDCONSULTANTREVISIONS

NO. DATE DESCRIPTION PARKING LOT 1, 1A AND 20

Author A-0028/10/2026

SEAL AND STRIPE PARKING LOTS100% CONSTRUCTION

DOCEUMENTS

528A5-27-504

CANANDAIGUA VAMC

CANANDAIGUA

1" = 40'-0"

PARKING LOT 1, 1A, AND 20

PARKING LOT 5

PARKING 5A

STRIPING ONLY

SPACES TO BE EQUAL

PARKING LOT 16

PARKING 16A

STRIPING ONLY 3

6 2

CONC ISLAND

STONE LOT

STRIPING PLAN KEYNOTES

PAINT STOP LINE

PAINT DIRECTION ARROWS (AS SHOWN)

PAINT CROSSWALK

PAINT HANDICAP STALLS (AS SHOWN)

PAINT PARKING STALLS (AS SHOWN)

NO PARKING CROSSHATCH AREAS (AS SHOWN)

EDGE OF SEALING

NO STRIPING, SEAL ONLY

EXISTING LIGHT POLE AND BASE

CONCRETE

PROVIDE PAINTED LETTERING AS SHOWN

STRIPING PLAN GENERAL NOTES:

WHERE EXISTING, MATCH LOCATION AND PATTERN OF STRIPING.

STOP LINES SHALL EXTEND TO CENTER OF ROAD WIDTH.

COORDINATE NO PARKING STRIPES IN PARKING LANES WITH EXISTING

LIGHT POLES.

CONTRACTOR IS RESPONSIBLE FOR ENSURING PARKING IS LAYED OUT

IN A FASHION THAT IS ACCEPTABLE FOR PARKING, TRAFFIC, AND

PROPER SPACING.

CROSS HATCH DESIGN ON THESE DRAWINGS MAY NOT REFLECT

PROPER LINE WIDTH OR SPACING. SEE DETAILS FOR ADDITIONAL

INFORMATION.

COORDINATE WITH COR FOR RELOCATION OF EQUIPMENT OR

VEHICLES WITHIN PARKING AREAS.

CONTRACTOR TO PREPARE PHASING, SIGNAGE, AND TRAFFIC PLAN

WHICH SHALL BE APPROVED PRIOR TO COMMENCEMENT OF WORK.

PATTERNS OF CROSSHATCH AND CROSSWALKS MAY VARY FROM

WHAT IS SHOWN ON THE DRAWINGS. CONTRACTOR IS TO ORIENT

CROSSHATCH APPROPRIATELY TO THE AREA TO MAKE CLEAR. LINES

SHALL BE ROUGHLY 45 DEGREES TO THE MAIN EDGE OR ORIENTED TO

BE MOST CONTRASTING.

ENTIRETY OF PARKING LOTS SHOWN SHALL BE SEALED PER THE

SEALING NOTES AND STRIPED.

PROJECT TITLEPHASE

NOTE:

THESE DRAWINGS ARE THE OWNERSHIP OF THE VA AND SHALL NOT

BE USED OR REPRODUCED WITHOUT APPROVAL

APPROVED USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR

VERIFYING EXISTING DIMENSIONS AND CONDITIONS IN FIELD FOR ALL

ELEMENTS DEPICTED OR REFERED WITHIN THE CONSTRUCTION

DOCUMENTS

DRAWING TITLE

APPROVED:

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORDCONSULTANTREVISIONS

NO. DATE DESCRIPTION PARKING LOT 5, 5A, 16, 16A

Author A-0038/10/2026

SEAL AND STRIPE PARKING LOTS100% CONSTRUCTION

DOCEUMENTS

528A5-27-504

CANANDAIGUA VAMC

CANANDAIGUA

1" = 40'-0"

PARKING LOT 5, 5A

1" = 40'-0"

PARKING LOT 16, 16A

66 6

5 64

DAV DAV DAV

STRIPING PLAN KEYNOTES

PAINT STOP LINE

PAINT DIRECTION ARROWS (AS SHOWN)

PAINT CROSSWALK

PAINT HANDICAP STALLS (AS SHOWN)

PAINT PARKING STALLS (AS SHOWN)

NO PARKING CROSSHATCH AREAS (AS SHOWN)

EDGE OF SEALING

NO STRIPING, SEAL ONLY

EXISTING LIGHT POLE AND BASE

CONCRETE

PROVIDE PAINTED LETTERING AS SHOWN

STRIPING PLAN GENERAL NOTES:

WHERE EXISTING, MATCH LOCATION AND PATTERN OF STRIPING.

STOP LINES SHALL EXTEND TO CENTER OF ROAD WIDTH.

COORDINATE NO PARKING STRIPES IN PARKING LANES WITH EXISTING

LIGHT POLES.

CONTRACTOR IS RESPONSIBLE FOR ENSURING PARKING IS LAYED OUT

IN A FASHION THAT IS ACCEPTABLE FOR PARKING, TRAFFIC, AND

PROPER SPACING.

CROSS HATCH DESIGN ON THESE DRAWINGS MAY NOT REFLECT

PROPER LINE WIDTH OR SPACING. SEE DETAILS FOR ADDITIONAL

INFORMATION.

COORDINATE WITH COR FOR RELOCATION OF EQUIPMENT OR

VEHICLES WITHIN PARKING AREAS.

CONTRACTOR TO PREPARE PHASING, SIGNAGE, AND TRAFFIC PLAN

WHICH SHALL BE APPROVED PRIOR TO COMMENCEMENT OF WORK.

PATTERNS OF CROSSHATCH AND CROSSWALKS MAY VARY FROM

WHAT IS SHOWN ON THE DRAWINGS. CONTRACTOR IS TO ORIENT

CROSSHATCH APPROPRIATELY TO THE AREA TO MAKE CLEAR. LINES

SHALL BE ROUGHLY 45 DEGREES TO THE MAIN EDGE OR ORIENTED TO

BE MOST CONTRASTING.

ENTIRETY OF PARKING LOTS SHOWN SHALL BE SEALED PER THE

SEALING NOTES AND STRIPED.

PROJECT TITLEPHASE

NOTE:

THESE DRAWINGS ARE THE OWNERSHIP OF THE VA AND SHALL NOT

BE USED OR REPRODUCED WITHOUT APPROVAL

APPROVED USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR

VERIFYING EXISTING DIMENSIONS AND CONDITIONS IN FIELD FOR ALL

ELEMENTS DEPICTED OR REFERED WITHIN THE CONSTRUCTION

DOCUMENTS

DRAWING TITLE

APPROVED:

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORDCONSULTANTREVISIONS

NO. DATE DESCRIPTION PARKING LOT 7, 7A, 118, 118A

Author A-0048/10/2026

SEAL AND STRIPE PARKING LOTS100% CONSTRUCTION

DOCEUMENTS

528A5-27-504

CANANDAIGUA VAMC

CANANDAIGUA

1" = 40'-0"

PARKING LOT 7, 7A

1" = 40'-0"

PARKING LOT 118, 118A