36C24218B0559-004.pdf

G001

VAMC:CAMPUS SITE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

SCALE: NONE

REGIONAL SITE LOCATION

36 136

75 11

82 81 80 107

C O

UR

TY

AR

D

COURTYARD 2

EAST STREET

FORT HILL

AVENUE SONNENBERG

GARDENS

NORTH

CAMPUS SITE PLAN

VAMC CANANDAIGUA

GOLF

COURSE

PARKING

PARKING

PARKING

PARKING

PARKING

GOLF

COURSE

PA

RK

IN

G

PARKING

PARKING

PARKING

WATER TOWER

CHAPEL

STREET

PA

RK

IN

G

PARKING PA

RK

IN

G

EXERCISE

PARK

EAST STREET

PARKING

PARKING

PARKING

PARKING

94 GARAGE (SCHOOL LEASE)

80 S.T.P. CONTROL HOUSE

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

4 ADMINISTRATIVE, CANTEEN

18 (SCHOOL LEASE)

1 OUTPATIENT SERVICES, MAIN ADMIN

2 MAIN KITCHEN & DINING RM., OUTPT PHARM

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

16 FIRE STATION, GARAGE, GROUNDS MTN.

24 VALOR HEADQUARTERS

33 PATIENT CARE NHCU, INPATIENT PHARMACY

40 GATE HOUSE

41 OUTDOOR FIREPLACE

42 STONE GRANDSTAND

48 GARAGE

70 MISCELLANEOUS STORAGE

81 SLUDGE DIGESTORS

82 SLUDGE BED

76 STORAGE

8 NHCU, ADULT DAYCARE

10 LAUNDRY

20 VA POLICE

75 OIL HOUSE

77 STORAGE

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

PROJECT SITE

SCALE: NONE

MAY, 18 2018

Revisions: Date:

COVER SHEET

DRAWINGS

G001

SP100

SP101

SP102

A001

AD101

A101

A102

A103

A104

A105

A105.1

A106

S100

E100

COVER SHEET

SITE SURVEY PLAN

SITE LAYOUT PLAN

SITE GRADING - UTILITY PLAN

GENERAL NOTES & SITE DETAILS

DEMOLITION PLAN

FOUNDATION /SLAB PLAN

FLOOR PLAN

RCP- ROOF PLAN & DETAILS

EXTERIOR ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

DETAILS

FRAMING PLAN & DETAILS

ELECTRICAL SITE PLAN

PROJECT SITE PLAN

SCALE: NONE

PROJECT

SITE

NORTH

OUTDOOR SHELTER

DEPARTMENT OF VETERANS AFFAIRS

PROJECT NO. 585A-17-534

BETWEEN BUILDINGS #7 & 8

CANANDAIGUA, NY

DRAWING INDEX

DISCIPLINE/

SHEET NO. DESCRIPTION

ccolantino New Stamp

SITE SURVEY PLAN

SP100

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

SITE LAYOUT PLAN

SP101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

@ OUTDOOR SHELTER ( POCKET PARK ) SCALE: 1/4"=1'-0"

SITE PLAN1

A001

8.50'± 1.00'

6.00'

6.00'

2.00'±

EQ.

1.00'±

5.

5.

6.00'

6.00'

3.50' 3.50' 1.5'±

1.

1.00'

A

B

EXG. BRICK BUILDING TO REMAIN

EXG. BLOCK BUILDING

TO REMAIN

EXG. CONCRETE RETAINING WALL TO REMAIN

EXG. CONCRETE RETAINING WALL

TO REMAIN

EXG. CONCRETE PAD & STAIR TO REMAIN

EXG. CATCH BASIN TO REMAIN:

VERIFY LOCATION OF PIPES EXITING C.B.;

( SEE DETAIL #2 ON SHEET # A001 FOR

TEMPORARY STORM DRAIN PROTECTION )

EXG. ASPHALT DRIVEWAY TO REMAIN ( PATCH &

REPAIR AS REQ'D. AT NEW CONSTRUCTION )

EXG. EARTH/ GRASS BE EXCAVATED AS REQUIRED FOR NEW CONSTRUCTION

( RE- GRADE AND PLANT NEW GRASS AS NEEDED )- SEE SPEC.

EXG. RAISED GRASS AREA TO REMAIN

EXG. RAISED GRASS AREA TO REMAIN

NEW CONCRETE RETAINING WALL TO MATCH EXG. TOP OF

WALL (4'-2"± VIF) (PT. (P-3) TYP.)-SEE SPEC.

EXG. GUARDRAILS ON EXG.

RETAINING WALL TO REMAIN (PT.

(P-3)MATCH NEW RAILS TYP.)

NEW CONCRETE RETAINING WALL TO MATCH EXG.

TOP OF WALL (4'-2"± VIF) (PAINT (P-4) TYP.) -SEE SPEC.

EXG. GUARDRAILS ON EXG. RETAINING WALL

TO REMAIN (PT. (P-3)TO MATCH NEW RAILS- TYP.)

EXG. BUSHES TO REMAIN

EXG. BUSHES TO REMAIN

EXG. CONCRETE

PAD TO REMAIN(TYP.)

NEW BOLLARDS: 10"Ø X 42" H. SCH. 40 STEEL PIPE

FILLED W/ CONCRETE W/ DECORATIVE SLEEVE- ( LOW-

DENSITY POLYYTHYLENE; COLOR: GREEN ) TYP. OF 7;

SIM. TO AS MANUF. BY 'IDEAL SHIELD' SEE SPEC.

NEW

GUARDRAILS

VIF

NEW 2 1/2"ر GALV. GUARDRAILS ON

NEW RETAINING WALL TO MATCH EXG. (TYP.)

PT (P-3) TO MATCH EXG.- VIF LOCATION OF

NEAREST EXG POST TO REMAIN ON

REMAINING EXG. WALL.PT. (P-4)

NEW

GUARDRAILS

VIF

SHADED AREA DESIGNATES PORTION OF THE EXG.

ASPHALT TO BE REMOVED FOR NEW

CONSTRUCTION & THE INSTALLATION OF NEW

BOLLARDS- SEE SITE PLAN- PATCH & REPAIR ASPHALT

AS REQUIRED TO MATCH EXISTING ( ALIGN FLUSH

WITH NEW CONCRETE- TYP.)

PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE ( IN CONDUIT FROM REAR

COLUMN- PT TO MATCH ) BACK 80±FT TO EXG. ELEC. PANEL- UP INTO STORAGE

ROOM ABOVE INTO CORRIDOR CEILING TO EXG. ELEC. ROOM ( SEE ELEC. DWG.)

EXG. UNDERGROUND STORM LINE TO

REMAIN- VIF COORDINATE LOCATION W/

NEW EXCAVATION FOR ELEC & GENERAL

DEMOLITION

EXG. BUILDING EXIT

TO REMAIN

EXG. BUILDING

ACCESSIBLE EXIT

TO REMAIN

EXG

. SLO

PE DN

TO

REM

AIN

EXG. SLOPE DN

TO REMAIN

EXG. SLOPE DN

TO REMAIN

PORTION OF EXG. RETAINING

WALL TO REMAIN (PT. (P-4)TO

MATCH NEW - TYP.)

PORTION OF EXG. RETAINING WALL TO

REMAIN (PT. (P-4)TO MATCH NEW - TYP.)

HYD

EXG.

C.O.

RD

CO

CO

RD

RD

ST

8"

Cl ay

15" Clay

15" Clay

4" Cl ay

8" Cla y

CL

FACE OF EXISTING CONNECTION CORRIDOR

EXG. BUSHES

TO REMAIN

NEW GUTTERS W/ DOWNSPOUTS TO CONC. SPLASHBLOCKS (TYP OF 2)

1/2" PRE-MOLDED JOINT FILLER -

TYP. @ PERIMETER OF NEW

CONC. SLAB

OUTLINE OF ROOF

ABOVE(TYP.)

BENCH SEATING-

(TYP.)SEE SPECS

E100

2.00'±

EQ.

EX G.

BUILD ING

# 7

EX G.

BUILD ING

# 8

EXG. CONNECT ING BUILDING

NEW 2 1/2"ر GALV. GUARDRAILS ON NEW RETAINING WALL TO

MATCH EXG. (TYP.) PT. (P-3)TO MATCH EXG.- VIF LOCATION OF

NEAREST EXG POST TO REMAIN ON REMAINING EXG. WALL.

THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TRAFFIC THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE CLEARING AND SITE PREPARATION NECESSARY WITHIN THE WORK LIMITS. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO PLACING HIS BID AND INCLUDE ALL CLEARING AND PREPARATION NECESSARY FOR A COMPLETE PROJECT. ALL COSTS FOR THE TREE REMOVAL , DISPOSAL AND DEBRIS REMOVAL SHALL BE INCLUDED IN THE BID PRICES

CONTRACTOR SHALL INSTALL PROPER EROSION CONTROL MEASURES AT WORK LIMITS AS DEFINED IN

THE CONTRACT DRAWINGS AND SPECIFICATIONS. COST TO BE INCLUDED IN THE BID PRICES

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMIT FOR ALL WORK FROM

THE APPROPRIATE FEDERAL AGENCY

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD AND NOTIFY THE ARCHITECT

OF ANY DISCREPANCIES.

CONTRACTOR WILL PROVIDE VAMC REPRESENTATIVES AND ENGINEERING FIRMS INSPECTOR FREE ACCESS TO ALL PARTS OF THE OF THE SITE FOR PROPER INSPECTION. CONTRACTOR WILL INCLUDE

COSTS OF DEWATERING, EXCAVATION, TEMPORARY SHUTDOWNS, ETC. NEEDED FOR PROPER

INSPECTION IN THE PRICE BID FOR THE WORK.

CONTRACTOR IS RESPONSIBLE FOR WET SAW CUTTING THE EXISTING PAVEMENT IN CLEAN STRAIGHT LINES AND MAINTAINING THESE CUTS UNTIL NEW PAVEMENT IS INSTALLED . ANY JAGGED OR IRREGULAR EDGES PRIOR TO THE NEW PAVEMENT PLACEMENT SHALL BE RE-CUT BY THE CONTRACTOR AT HIS

EXPENSE.

EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION BASED ON SURVEY CREATED BY : NIAGARA

BOUNDARY AND MAPPING SERVICES, DATED MARCH 19, 2018.

SITE NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

SITE GRADING -

UTILITY PLAN

SP102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

@ OUTDOOR SHELTER ( POCKET PARK ) SCALE: 1/4"=1'-0"

SITE GRADING PLAN1

T.O. ASPHALT

801.08'

T.O. SLAB

801.08'

T.O. ASPHALT

801.00'

T.O. ASPHALT

800.50'

T.O. SLAB

801.00'

T.O. SLAB

800.50'

T.O. SLAB

800.00'

T.O. ASPHALT

800.00'

T.O. ASPHALT

800.00'

T.O. SLAB

800.00'

T.O. SLAB

800.25'

T.O. ASPHALT

800.25'

T.O. SLAB

801.25'

T.O. SLAB

800.25'

T.O. SLAB

800.75'

T.O. SLAB

800.125'

T.O. SLAB

801.09'GRADE

804.37'±

GRADE

804.48'±

GRADE

804.4'±

GRADE

803.95'±

801.00'

800.00'

T.O. WALL

SLOPES-VARIES

T.O.EXG. WALL

EL.=804.14'±

T.O.EXG. WALL

EL.=804.55'±

T.O. WALL

EL.=804.55'±

T.O. WALL

EL.=804.14'±

T.O. WALL

SLOPES-VARIES

HYD

EXG.

C.O.

RD

CO

CO

RD

RD

Storm MH (D) Rim: 804.46 Inv N: 797.26 Inv S: 796.76 Inv E: 796.86 Inv W: 797.36

ST

RIM: 799.57

INV E: 795.07

8" Cl ay

15" Clay

15" Clay

4" Cl ay

8" Cla y

STORM CB (EXG)

804.39

804.69

804.18

804.46

804.85

800.07

804.35

803.64

804.90

804.74

803.43

804.32

804.71

804.35

804.20

803.15

804.47

804.80

803.01 804.32

801.85

802.92

803.83

803.31

802.98

803.84

804.44

804.85

803.92

801.90

803.93

804.69

804.56

804.55

803.85

800.05

804.51

804.28

805.64

803.67

803.57

804.63

804.22

804.59

804.64

804.43

805.62

802.96

799.93

804.58

804.57

804.70

804.47

803.84

800.60

804.70

804.35

804.47

804.30

804.38

803.07

803.53

803.37

804.53

803.03

800.79

804.51

804.55

804.42

803.01

803.17

803.81

804.47

801.09

804.31

803.13

804.46

800.30

804.40

803.61

804.02

804.51

799.69

804.30 803.10

803.72

804.45 804.32 803.05

803.15

804.60

801.14

804.55

804.50

SL

O

PE

SLO

P

E

SL

O

P E

SLOPE

SLOPE

SLOPE

ASPHALT & CONCRET E TO BE FLUSH ( TYP.)

SL

O

PE

SEE SHEET E100 FOR ADDITIONAL ELECTRICAL INFORMATION

T.O. WALL

EL.=804.65'±

T.O. WALL

EL.=804.65'±

EX G.

BUILD ING

# 7

EX G.

BUILD ING

# 8

EXG. CONNECT ING BUILDING

FIN.

FLOOR

ELEV.=800.18

SITE UT IL ITY NOTES:

CONTRACTOR SHALL BACKFILL ALL UTIITIES WITH SELECT GRANULAR FILL IN ACCORDANCE WITH

SPECIFICATION

CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PRESERVE THE INTEGRITY OF THE EXISTING UTILITIES TO REMAIN AND SHALL PROVIDE UNINTERRUPTED SERVICE TO ALL USES FOR THE EXISTING UTILITIES. EXISTING UTILITIES ( TO REMAIN) ENCOUNTERED IN TROCHE OF PAVEMENT EXCAVATIONS SHALL BE SUPPORTED AS ORDERED BY THE OWNER’S REP. OR AS DIRECTED BY THE UTILITY COMPANY.

INSTALLATION OF ALL UTILITIES, INCLUDING ANY REMOVAL OR RELOCATION, SHALL BE IN

ACCORDANCE WITH UTILITY COMPANY AND GOVERNMENT AUTHORITY REQUIREMENTS.

EXISTING UTILITIES ( LOCATION, SIZES, AN INVERTS) SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM FIELD SURVEYS AND RECORD MAPS AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTH OF ALL UTILITIES AND STRUCTURE IN THE PATH OF CLOSELY PARALLEL TO , OR UNDER THE

PROPOSED CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES

OCCURRING AS RESULTED OF INCORRECTLY LOCATED UTILITIES. NO EXTENSIONS OF CONTRACT TIME AND NO MONETARY DAMAGE CLAIM SHALL BE ALLOWED AS RESULT OF REVISED DESIGN LOCATION OR TIME ALLOWED TO DO SAME WHICH RESULT FROM EXISTING UTILITIES BEING FOUND IN DIFFERENT LOCATIONS THAN SHOWN ON THE DRAWING. IT IS THE CONTRACTOR RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS BY CALLING UNDERGROUND UTILITY LOCATING SERVICE IN AMPLE TIME OF

THEM TO LOCATE AND MARK THEIR FACILITIES PRIOR EXCAVATION.

CONTRACTOR SHALL EXPOSE EXISTING UTILITY AHEAD OF ALL PIPE LAYING OPERATIONS SO THAT IF MINOR ADJUSTMENT MUST BE MADE IN ELEVATION AND OR ALIGNMENT DUE TO INTERFERENCE FROM

THESE UTILIZES , SAID CHANGES CAN BE MADE IN ADVANCE OF THE WORK.

UNSUITABLE MATERIAL SUCH AS FROZEN ORGANIC AND / OR VEGETABLE MATERIAL DEBRIS, TREES, LUMBER ,LARGE STONES OR CLODS ( 6" OR LARGER ) MUCK, PEAT, ORGANIC SILT WILL NOT BE ACCEPTABLE FILL AND CERTAIN MAN –MADE DEPOSITS OF INDUSTRIAL WASTE, SLUDGE OR LANDFILL

MAY ALSO BE DETERMINED AS UNSUITABLE HAZARDOUS MATERIAL.

1.

2.

3.

4.

5.

6.

T.O. XXX

000.00'

000.00'

SITE PLANS LEGEND

EXISTING MAJOR CONTOUR

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED ELECTRICAL LINE

EXISTING STORM UTILITY LINE

000.00'

EXISTING MINOR CONTOUR

DIRECTION OF FLOW

SITE GRA DING NOTES:

SEE DRAWING #SP101 FOR SITE DIMENSIONS AND LAYOUT INFORMATION.

SEE DRAWING #SP102 FOR DRAINAGE STRUCTURE RIM ELEVATIONS AND INVERT ELEVATIONS.

CONTRACTOR SHALL MEET EXISTING GRADES AT PROJECT WORK LIMITS.

CONTRACTOR SHALL INSTALL ALL PAVEMENTS TO PROVIDE POSITIVE DRAINAGE.

ALL EXISTING GRADES AT WORK AND PAVEMENT LIMITS SHALL BE FIELD VERIFEID PRIOR TO SETTING IN NEW STRUCTURES AND PAVEMENT GRADES CONTRACTOR SHALL NOTIFY ENGINEER OF ANY VARIATIONS WITH SPECIFIC GRADING INFORMATION FOR ENGINEER TO REVIEW. ENGINEERS WILL DIRECT CONTRACTOR AS TO ANY SPECIFIC

REVISED GRADES. ALL OTHER DESIGN GRADES SHALL BE HELD.

INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND DEVICES AS MARKED ON THE PLANS AND AS PER VAMC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. THE CONTRACTOR SHALL ENSURE THAT THESE MEASURES HAVE BEEN INSTALLED AND ARE FUNCTIONING

PROPERLY PRIOR TO ANY WORK AREA DISTURBANCE.

1.

2.

3.

4.

5.

6.

GENERAL NOTES &

SITE DETAILS

A001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

X X-X

X X-X

X X-X

X

X

X

X

X X-X

X X-X

X X-X

XXX

ROOM NAME

SUB-TITLE SCALE

DRAWING TITLEXX

X X-X

X

XX

X

X

X-X X-X X-X

ENLARGED AREA

IDENTIFICATION

PLAN DETAIL

IDENTIFICATION SHEET NUMBER

BUILDING SECTION

IDENTIFICATION

ELEVATION NUMBER

INTERIOR ELEVATION

IDENTIFICATION

WALL SECTION

IDENTIFICATION

PARTIAL SECTION OR

DETAIL IDENTIFICATION

SHEET NUMBER

DETAIL NUMBER

DETAIL NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION NUMBER

BUILDING SECTION LETTER

DRAWING TITLE IDENTIFICATION

S Y M B O L S

ELEVATION TARGET SURFACE

X'-X"

ROOM NAME &

NUMBER

WALL TYPE

REVISION NUMBER

DOOR NUMBER

WINDOW NUMBER

FINISH MATERIAL

BOX

OR

NORTH ARROW

OR PLYWOODWOOD

BATT INSULATION

GYPSUM BOARD

RIGID INSULATION

EARTH

CONCRETE

CRUSHED STONE

MASONRY BLOCK

MASONRY BRICK

STEEL

HT

H.M.

GYP. BD.

F.R.P. FIBERGLASS REINFORCED

POLYESTER BOARD

RUBBER BASE

RADIATOR

REFRIGERATOR

SADDLE

SECTION

REGISTER

REINFORCING

REQUIRED

ROOF DRAIN

ROUGH OPENING

RAIN WATER LEADER

RUBBER

ROOM

ROOF TOP UNIT

TOP OF...

VINYL WALLBASE/

VAPOR BARRIER

VINYL COMPOSITION TILE

VERIFY IN FIELD

VENTILATOR

VESTIBULE

VINYL WALL COVERING

STAINLESS STEEL

SUSPENDED

STRUCTURE

SHEET

SLEEVE

SERVICE SINK

SPECIFICATION

SQUARE

STANDARD

STEEL

SWITCH

TOUNGE & GROOVE

TREADS

TILE BACKING BOARD

TERRAZO

TERRA COTTA

TYPICAL

TACK BOARD

TEMPERED

TUBE STEEL

UNFINISHED

UNIT

UNIT VENTILATOR

WEATHERCAP

WIDE FLANGE

WROUGHT IRON

WOOD

WATER LINE

WATER PROOFING

WATER TABLE

WATER COOLER

WATER VALVE

RISER /RADIUS

STORE FIXTURE INSTALLATION

CONTRACTOR

HEIGHT

HOLLOW METAL

B/

CENTER LINEC.L.

AB.

ACT

ACST

ADJ

ALUM

ASPH

A.F.F.

A.T.

CLG

BD

B.F.F.

BLK

BSMT

B/S

C C.B.

C.I.

CAB

CEM

CER

BAL.

C.R.

CORR.

C,O, C.M.P.

C.M.U.

C.T.

C.J.

CPT

CH.BD.

COND

CONST

CONTR

CONV

COMPO

COP

COL.

CONC.

CLR

F.D.

DWG

D.

D.F.

DET

D.I.

DIA

DIM

DO

DIV

DN

DR

EQUIP.

EL/ELEV

ELEC

EXP

EXTR.

EXT.

EQ.

F.F.

F.E.

FL

F.M.

FIN

F.O.

EXG./EXIST.

BOTTOM OF...

ABOVE

ACOUSTIC CEILING TILE

ACOUSTIC

ADJUSTABLE

ALUMINUM

ASPHALT

ABOVE FINISH FLOOR

ALUMINUM THRESHOLD

CEILING

BOARD

BELOW FINISH FLOOR

BLOCK

BASEMENT

BOTH SIDES

CATCH BASIN

CAST IRON

CABINET

CEMENT

CERAMIC

BALANCE

COURSES/CHANNEL

CLEAN OUT

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CERAMIC TILE

COLD ROLLED

CONTROL JOINT

CARPET

CORRIDOR

CHALK BOARD

COLUMN

CONCRETE

CONDUCTOR

CONSTRUCTION

CONTRACTOR

CONVECTOR

COPPER

COMPOSITION

COOLER

FLOOR DRAIN

DRAWING

DRYWALL/GYP. BD.

DRINKING FOUNTAIN

DETAIL

DRAIN INLET

DIAMETER

DIMENSION

DITTO

DIVISION

DOWN

DRAIN

ELEVATION

ELECTRIC

EQUIPMENT

EXPANSION/EXPOSED

EXTERIOR

EXTRUDED

EQUAL

EXISTING

FINISH FLOOR

FIRE EXTINGUISHER

FLOOR

FLOOR MATS

FINISH

FRAMED OPENING

GLASS

GRADE

GROUND

GREASE PROOF

GYPSUM BOARD

GAUGE

GALVANIZED

LINOLEUM

LAMINATE

LENGTH

ANGLE

INSIDE DIAMETER

INSULATION

INVERT

INTERIOR

JANITOR

JOINT

KALAMEIN

LINO

LAM

LGT

L

I.D.

INSUL

INV

INT./INTER.

JAN

JT

KAL

GL

GR

GRD

G.P.

GA

GALV

RB

SDL

SECT

RAD

REF

REG

REINF

REQ

R.D.

R.O.

RWL

RUB

RM

R.T.U.

SFIC

T/

VCT

V.I.F.

VENT

VEST

VWC

STR.

SHT

SLV

S.S.

SPEC

SQ

STD

ST.STL.

STL

SUSP

SW

T T.B.B.

TER

T.C.

T & G

TYP

T.BD.

TEMP

T.S.

UNFIN

U.H.

U.V.

V.B.

WCP

W.L.

WD

W.F.

W.I.

W.P.

W.T.

W.CR.

W.V.

R

QUARRY TILEQ.T.

A B B R E V I A T I O N S

W.W.F. WELDED WIRE FABRICPARTICLE BOARD

MACHINE

PLUMBING

PLATE

PRE-FINISHED

NOT IN CONTRACT

NUMBER

OBSCURE

ON CENTER

OPENING

OPPOSITE

OUTSIDE DIAMETER

PEG BOARD

PLYWOOD

POLISHED

PREFABRICATED

POWDER—ACTUATED

FASTENER

PORCELIN CERAMIC TILE

PARTITION

PLASTIC LAMINATE

PAINT

MARBLE

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

MEDICINE CABINET

MAN HOLE

METAL

MINIMUM

MISCELLANEOUS

MOULDING

MOP RECEPTOR

METAL TOILET PARTITION

MOISTURE RESISTANT DRYWALL

PLASTIC

PF

MACH

PLWD

PL

N.I.C.

NO

OPNG

P.A.F.

OPP

O.D.

P.BD.

O.C.

OBS

P.C.T.

PART

P.L.

PART.BD.

PLMB

POL

PREFAB

PT

MAR

MAS

M.O.

MAT

MAX

MECH

M.C.

M.H.

MTL

MISC

MIN

MLDG

M.R.

MTP

MRD

PLAS

LESS WIDTH OF DOORL.W.O.D.

UNLESS OTHERWISE NOTEDU.O.N.

PROTECT DURING CONSTRUCTIONP.D.C.

FRZ FREEZER

F.R.T. FIRE RETARDANT TREATED

GENERAL NOTES

4. CONTRACTORS SHALL HAVE TOTAL RESPONSIBILITY FOR THE DESIGN, PROVISION, AND

ERECTION OF ALL TEMPORARY SCAFFOLDING, SHORING, GUARD RAILS, BRACING,

AND SUPPORTS FOR ANY AND ALL LOADS IMPOSED DURING THE CONSTRUCTION

PROCESS, TO PROTECT ALL WORKERS, OWNER, AND THE PUBLIC FROM INJURY, IN

ACCORDANCE WITH THE BEST STANDARD PRACTICE, APPLICABLE NATIONAL STATE

AND LOCAL CODES.

5. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS

SUCH AS PATCHING, BLOCKING, TRIMMING, ETC. SHALL BE PERFORMED AS

REQUIRED TO MAKE THE WORK COMPLETE.

6. IT IS THE CONTRACTORS REPONSIBILITY TO EXAMINE ALL DRAWINGS AND

SPECIFICATION AND COORDINATE WORK WITH OTHER CONTRACTORS

7. THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY

FROM THOSE SHOWN ON THE PLANS. THE CONTRACTORS WORK SHALL NOT VARY

FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ARCHITECT

1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE:

-AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 2015

-NATIONAL FIRE PROTECTION ASSOCIATION: NFPA 101 LIFE SAFETY CODE 2018,

NFPA 70 NATIONAL ELECTRICAL CODE 2018 & ALL OTHER APPLICABLE NATIONAL

& LOCAL CODES, LAWS, RULES & REGULATIONS IN THE CONSTRUCTION OF THIS

PROJECT.

2. ALL CONTRACTORS ARE RESPONSIBLE FOR PROPER FIELD FITTING & QUANTITY OF

WORK. ALL CONTRACTORS SHALL TAKE FIELD MEASUREMENTS AS REQUIRED & BE

RESPONSIBLE FOR FITTING NEW CONSTRUCTION TO EXISTING CONSTRUCTION. ALL

CONTRACTORS SHALL REPAIR ANY EXISTING CONDITIONS DISTURBED OR DAMAGED

TO MATCH EXISTING.

3. ALL CONTRACTORS SHALL COORDINATE THE PERFORMANCE AND SEQUENCING OF

THEIR WORK WITH THE OWNER AS REQUIRED PRIOR TO COMMENCING ANY WORK.

THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING

CONSTRUCTION AND CONSTRUCTION SQUENCING OF THIS PROJECT.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE

COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERIFICATES, ETC. AND SHALL

COMPLY WITH ALL REQUIRED PERMITS.

9. THE ARCHITECT RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS

PROJECT AT ANY TIME TO DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS OF THIS PROJECT, AS INTENDED AND INTERPRETED

BY THE ARCHITECT.

10. THE CONTRACTOR SHALL

A. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK

AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

B. EXAMINE THE SITE AND INCLUDE IN THIS WORK THE EFFECT OF ALL EXISTING

CONDITIONS ON THE WORK.

C. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM WORK IN ACCORDANCE

WITH RECOGNIZED GOOD STANDARD PRACTICE.

T.O. XXX

000.00'

000.00'

SITE PLANS LEGEND

EXISTING MAJOR CONTOUR

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED ELECTRICAL LINE

EXISTING STORM UTILITY LINE

000.00'

EXISTING MINOR CONTOUR

DIRECTION OF FLOW

PAINT SCHEDULE

P-1

P-2

SHERWIN WILLIAMS

SHERWIN WILLIAMS

# MANUFACTURER

SW 7069 : IRON ORE

MANUF. NAME #

SW 7067 : CITYSCAPE

P-3 'SILVER PAINT' TO MATCH EXG. RAILINGS

P-4 'OFF-WHITE' PAINT TO MATCH EXG. RETAINING WALLS

INLET SEDIMENT CONTROL DEVICE ( TEMPORARY INSERT ) SCALE: N.T.S.

DETAIL2

DUMP

STRAP

EXG.

LENGTH

EXG.

WIDTH

1" REBAR FOR BAG

REMOVAL FROM INLET

DUMP STRAP

DEPTH

BAG DETAIL

EXPANSION RESTRAINT

(1/4" NYLON ROPE. 2"

FLAT WASHERS)

2 EACH DUMP

STRAPS

'SILTSACK' INSERT BY ACF

ENVIRONMENTAL OR

EQUAL. SIZE AS REQUIRED

FOR CATCH BASIN.

INSTALLATION DETAIL

CATCH BASIN INSERT NOTES:

1. THE INSERT SHALL BE SECURELY ANCHORED IN PLACE WITH NO INSERT MATERIAL EXPOSED OUTSIDE OF THE CATCH BASIN FRAME.

2. INSERT SHALL FIT THE CATCH BASIN IN A MANNER THAT NO STORM WATER FLOW SHALL BYPASS THE INSERT FILTER MEDIUM.

3. CATCH BASIN INSERT SHALL BE ABLE TO INTERCEPT COARSE AND FINE SEDIMENT FROM INCOMING STORM WATER.

4. TEMPORARY CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL CATCH BASINS WHICH WILL RECEIVE STORM RUNOFF FROM

CONSTRUCTION OPERATIONS.

5. CONTRACTOR SHALL REPLACE TEMPORARY CATCH BASIN INSERTS WHEN THEY NO LONGER FUNCTION AS DESIGNED

INSERT

EXG. GRATE- VIF

INSERT

EXG. CATCH BASIN- VIF

EXG. GRATE-

VIF

SITE BOLLARD SCALE: 3/4"=1'-0"

DETAIL1

3" 3'

-6

SE

E

M

AN

UF

. R

EQ

3' -6

M

IN

N .T.

S.

10"Ø X 42" H. SCH. 40 STEEL PIPE

FILLED W/ CONCRETE

GRADE

NEW BOLLARD COVER: 10"Ø X 49" H.

DECORATIVE SLEEVE- ( LOW- DENSITY

POLYYTHYLENE; COLOR: GREEN ) TYP. OF 7; SIM.

TO AS MANUF. BY 'IDEAL SHIELD' SEE SPEC.

20" Ø X 42" D. CONC. FOOTING

CL

PORTION OF THE EXG. ASPHALT TO BE

REMOVED FOR NEW CONSTRUCTION

& THE INSTALLATION OF NEW

BOLLARDS- SEE SITE PLAN- PATCH &

REPAIR ASPHALT AS REQUIRED TO

MATCH EXISTING & PROVIDE 3" MIN.

OF COVERAGE ABOVE CONC. FDN.

DEMOLITION PLAN

AD101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

DEMOLITION NOTES

1. PERMITS AND INSPECTIONS:

SECURE ALL PERMITS NECESSARY OR REQUIRED TO PERFORM THE

INDICATED DEMOLITION WORK. COORDINATE ALL INSPECTIONS WITH THE

LOCAL AUTHORIES HAVING JURISDICTION.

2. MEANS AND METHODS:

THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

REGARDING DEMOLITION WORK, INCLUDING ANY BRACING OR

SHORING DESIGN AND ERECTION.

3. SALVAGE:

COORDINATE WITH THE OWNER THE EXTENT OF ITEMS TO BE CONSIDERED

AS SALVAGE (THAT IS, PROPERTY OF THE CONTRACTOR) AND WHAT IS TO

BE TURNED OVER TO THE OWNER).

4. COLLATERAL DAMAGE TO PROPERTY:

ANY UNSCHEDULED DAMAGE CAUSED TO ADJACENT AREAS OR TO

COMMON AREAS SHALL BE PROMPTLY REPAIRED OR REPLACED AT NO

COST TO OWNER. CONTRACTOR SAHLL PROTECT ALL TREES AND

VEGETATION NOT IDENTIFIED FOR REMOVAL DURING CONSTRUCTION.

5. NEATNESS:

CONDUCT ALL DEMOLITION OPERATIONS & DEBRIS REMOVAL TO ENSURE

MINIMUM INTERFERENCES WITH STREETS, WALKWAYS & OTHER SPACES

ADJACENT TO THE WORK. MAINTAIN THESE AREAS FREE OF DUST, DIRT,

AND DEBRIS CAUSED BY THE DEMOLITION WORK. IF NECESSARY, BROOM

CLEAN SURROUNDING AREAS AT THE COMPLETION OF EACH DAYS WORK.

6. UTILITIES:

MAINTAIN ALL EXISTING UTILITIES TO REMAIN AND PROTECT FROM

DAMAGE DURING DEMOLITION. DO NOT INTERRUPT EXISTING UTILITIES

UNLESS AUTHORIZED IN WRITING BY THE OWNER

7. STRUCTURAL LOADING:

LOCATE DEMOLITION EQUIPMENT AND PROMPTLY REMOVE DEBRIS TO

AVOID IMPOSING EXCESSIVE LOADS ON SUPPORTING STRUCTURE.

8. CUTTING AND PATCHING IN EXISTING CONSTRUCTION:

A. NEATLY CUT EXISTING CONSTRUCTION AS REQUIRED FOR

INSTALLATION OF WORK INCLUDED UNDER THIS CONTRACT.

B. CUT IN MANNER TO AVOID DAMAGE TO ADJACENT WORK.

( WET SAW ONLY - NO DUST MIGRATION IS ALLOWED )

C. PATCH ALL EXISTING WORK DISTURBED BY INSTALLATION OF NEW

WORK TO MATCH ADJACENT FINISH IN APPROVED MANNER.

D. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL WORK OR

EQUIPMENT DAMAGE DURING COURSE OF CUTTING PROCESS.

E. PATCH ALL CUT HOLES OR HOLES LEFT BY REMOVAL OF EQUIPMENT

OR FIXTURES IN APPROVED MANNER.

9. HAZARDOUS MATERIALS:

IF THE CONTRACTOR SUSPECTS THAT HE OR SHE HAS DISCOVERED

HAZARDOUS MATERIALS IN THE COURSE OF THEIR WORK THEY SHALL

IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING

WITH THE WORK.

10. SOILS EXCAVATION:

BEFORE PERFORMING EXCAVATION OR TRENCHING WORK AT EXISTING

FACILITIES, A GROUND PENETRATING RADAR SURVEY SHALL BE CAREFULLY

PERFORMED BY A CERTIFIED TECHNICIAN TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES, AND OTHER UTILITY SYSTEMS.

11. SPOILS:

CONTRACTOR SHALL BE REMOVE ALL DEBRIS & EXTRA EXCAVATED

MATERIALS OFF OF V.A. SITE ENTIRELY

@ OUTDOOR SHELTER ( POCKET PARK ) SCALE: 1/4"=1'-0"

DEMOLITION PLAN1

A001

± EX

G. R

ET

AI

NIN

G W

AL

L T

O R

EM

AI

N- V

.I.F

43'-10"±

PORTIO

N OF EXG. RETAINING WALL W

/ RAILIN

GS TO

BE REMOVED- V.

I.F.

15'-0"±

EXG. RETAINING WALL TO REMAIN- V.I.F.

36" MIN.

CLEAR

36" M

IN

CLE

AR

" M

IN

C

LE

AR

APPROX. SQ.FT. AREA=870.5 sq ft± 30 sq ft±

101.25 sq ft±

EX G.

BUILD ING

# 7

EX G.

BUILD ING

# 8

EXG. CONNECT ING BUILDING

EXG. PINE TREE TO BE REMOVED IN IT'S ENTIRETY

EXG. BUSH TO BE REMOVED IN IT'S ENTIRETY

PORTION OF THE EXG. CONCRETE

RETAINING WALL TO BE REMOVED

DOWN TO 12" BELOW GRADE- TYP.

PORTION OF THE EXG. STEEL GUARDRAIL

ON THE EXG. RETAINING WALL TO BE

REMOVED.- VIF LOCATION OF NEAREST

EXG POST TO REMAIN ON REMAINING

EXG. WALL.

EXCAVATION AREA OF THE EXG. SOIL TO BE

REMOVED FOR THE NEW CONSTRUCTION

PORTION OF THE EXG. ASPHALT TO BE REMOVED FOR

THE INSTALLATION OF NEW BOLLARDS- SEE SITE PLAN

PORTION OF THE EXG. SOIL TO BE TRENCHED

& HAND EXCAVATED FOR THE NEW ELECTRICAL

SERVICE- VIF LOCATION IN THE EXG. BLDG.

PO

RT

IO

N O

F

EX

G. R

AIL

S T

O

BE

R

EM

OVE

D

AS N

EE

DED

PORTION OF

EXG. RAILS TO

BE REMOVED

AS NEEDED

EXG. BUSH TO BE

REMOVED IN IT'S ENTIRETY

SAWCUT EXG. AT

CONCRETE

RETAINING WALL

SAWCUT EXG. AT CONCRETE

RETAINING WALL

VERIFY LOCATION OF EXISTING STORM

PIPES TO CATCH BASIN PRIOR TO ANY

EXCAVATIONS & CORE DRILLING

PROVIDE TEMPORARY STORM

DRAIN PROTECTION ( SEE DETAIL

#2 ON SHEET # A001

CONTROL POINT

FOR DIMENSIONS

FROM OF FACE OF

BUILDING #7- TYP.

CONTRACTOR SHALL PROVIDE A TEMPORARY SAFETY BARRIER AS

REQUIRED TO KEEP PEDESTRIAN & VEHICULAR TRAFFIC OUT OF THE

WORK AREA. SEE SPEC. ( VERIFY EXACT LOCATION WITH VAMC )

FOUNDATION /

SLAB PLAN

A101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

B A104

@ OUTDOOR SHELTER ( POCKET PARK ) SCALE: 1/4"=1'-0"

FOUNDATION / SLAB PLAN1

F3

P2

F1

F1

F2

P2

F3

F3

P1

T.O. WALL

SLOPES-VARIES

T.O. CONC.

EL.=803.23'±

T.O. SLAB

EL.=800.75'

T.O. SLAB

EL.=801.17'

T.O.EXG. WALL

EL.=804.14'±

T.O.EXG. WALL

EL.=804.55'±

P1

T.O. ASPHALT

EL.=801.08' T.O. SLAB

EL.=801.08'

T.O. ASPHALT

EL.=801.00'

T.O. SLAB

EL.=801.00'

T.O. ASPHALT

EL.=800.00'

T.O. SLAB

EL.=800.00'

T.O. ASPHALT

EL.=800.25'

T.O. SLAB

EL.=801.25'

T.O. SLAB

EL.=800.25'

T.O. SLAB

EL.=801.09'

T.O. WALL

EL.=804.55'±

T.O. WALL

EL.=804.14'±

T.O. WALL

SLOPES-VARIES

P2

P1

F3

F2

F1

A106

A106

1'-1"± 14'-11"±

1'-0"

1'- 1"

20'-7"±

N

EW

C O

N C

RETE RETAIN

IN

G W

ALL

( SLO

PIN

G

TO

P O F W

ALL TO

M

ATC

H EXG

1'-0" 1'-6"

'-8

N

EW

C

O N

C

RE

TE

R

ET

A

IN

IN

G W

A

LL

SL

O

PI

N G

T O

P O

F W

A

LL

D O

W N

T O

M

AT

C H

E

XG

16'-2"

4'-0"

9'-4"

4'-0"

11"

2'-2" 11"

1'-6"

1'-0"

12'-8"

4'-0"

2'-0" 2'-0"

9'-4"

2'-0" 2'-0"

1'- 0"

1'- 0"

2'- 0"

4'- 0"

4'-0"

1'-0" 1'-0"

2'-0"

4'-0"

1'-0" 1'-0"

2'-0"

6'-8"

6'-8"

6'-0"±

6'-0"±

2'-0"±

5' -6

5'

-6

2'-0"±

6'-0"

6'-0"

8'-5"±

2'-10"

10'-6"

2'-10"

9" 9"

16'-0"±

3'-6" 3'-6" 1'-5"±

116.44°

EQ.

116.44°

EQ.

A A105

A105.1

A A104

D A104

C A104

A

B

F LUSH

F LUSH

CL

NEW 12" REINF. CONCRETE RETAINING WALL

EXG. RETAINING WALL

TO REMAIN(TYP.)

EXG. RETAINING WALL TO

REMAIN(TYP.)

NEW HSS 8" X 8" X 5/16" GALV. STEEL COLUMN W/ 14"X14" X3/4 GALV.

STL. PLATE AND (4) 1"Ø ANCHOR RODS W/ 15" EMBEDMENT ( TYP. OF 2)-

SEE DETAIL #6 ON SHEET #A106

NEW 4' X 4' X 12" CONCRETE FOOTER W/ ( 5 ) #4 BARS EACH WAY

NEW 34" X 28" CONCRETE PIER W/ ( 4 ) #6

VERT & (1) #3 TIES @12" O.C.

NEW 18" X 18" CONCRETE PIER W/ ( 4 ) #6

VERT & (1) #3 TIES @12" O.C.

CONCRETE FOOTING SCHEDULE

CONCRETE PIER SCHEDULE

NEW 2' w X 9'-4" l X 12" THK. CONCRETE FOOTER

W/ ( 5 ) #4 BARS EACH WAY

NEW 4' w X ( L VARIES ) X 12" THK. CONCRETE

FOOTER W/ ( 5 ) #4 BARS EACH WAY

SL

O

PE

SLO

P

E

SL

O

P E

EXG. RETAINING WALL TO REMAIN(TYP.)

EXG. RETAINING WALL

TO REMAIN(TYP.)

NEW 5" REINF. CONCRETE SLAB (4000 PSI) W/

WWM 6X6 OVER 6" #2 CRUSHED STONE ON

GEOTEXILE FABRIC W/ COMPACTED SUBGRADE

( SLOPE TOWARDS EXG. CATCH BASIN )

CJ -TYP C

J -TYP

NEW HSS 8" X 8" X 5/16" GALV. STEEL COLUMN

W/ 14"X14" X3/4 GALV. STL. PLATE AND (4) 1"Ø

ANCHOR RODS ( TYP. OF 2)

A LI GN

A LI GN

CL

CJ -TYP

C

J -TYP

SLOPE

SLOPE

F LUSH

NEW EXPOSED REINF. CONC. FOUNDATION

(4000 PSI) AS CURB -(SEE SPECS)

NEW 2" Ø WEEP HOLES @ 48" O.C.

MIN. (TYP.) 3"± A.F.F. CONC.- V.I.F.

T.O. WALL

EL.=804.65'±

T.O. SLAB

EL.=800.25'

T.O. SLAB

EL.=800.125'

T.O. WALL

EL.=804.65'±

5'-2 1/2"

1'-6"

11'-10"

1'-6"

5'-2 1/2"

25'-3"±

NEW CONCRETE RETAINING WALL

( C

ONC. W

ALL T

O MAINTAIN A LEVEL TO

P FO

R BRICK-CMU ABOVE)

6" 1'-0" 6"

2'-0"

A105.1

E A104

EX G.

BUILD ING

# 7

EX G.

BUILD ING

# 8

EXG. CONNECT ING BUILDING

-CONCRETE MASONRY UNITS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE SPECIFICATIONS 530.1-88 OR LATEST EDITION AND SHALL HAVE A MINIMUM f'm = 1,500 P.S.I.

-MORTAR FOR USE WITH CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH A.S.T.M. C270 AND

SHALL BE TYPE S WITH AN AVERAGE COMPRESSIVE STRENGTH OF 1,800 P.S.I. AT 28 DAYS.

-CONCRETE MASONRY UNITS SHALL NOT BE WETTED PRIOR TO PLACEMENT.

-ALL C.M.U. WALLS SHALL BE REINFORCED IN ACCORDANCE WITH THE MINIMUM REINFORCING PROVISIONS OF THE AMERICAN CONCRETE ASSOCIATION (A.C.I.) PUBLICATION 530-88 OR LATEST EDITION. THE MINIMUM

VERTICAL REINFORCEMENT SHALL BE:

8" BLOCK #6 BARS, MAX. SPACING = 24" O.C. PROVIDE HORIZONTAL REINFORCING EVERY SECOND (2ND) COURSE. HORIZONTAL REINFORCEMENT SHALL BE #8 WIRE STANDARD DUROWALL, CONTINUOUS TRUSS

TYPE REINFORCED WITH DEFORMED SIDE WIRES.

-CELLS TO RECEIVE VERTICAL REINFORCEMENT SHALL HAVE CONCRETE PLACED TO THE FULL HEIGHT.

CONCRETE STRENGTH TO BE 2,500 P.S.I. AT 28 DAYS.

-DOWELS SHALL BE PROVIDED IN THE FOUNDATION WALLS AND SHALL BE INSTALLED TO MATCH THE VERTICAL

MASONRY WALL REINFORCEMENT SIZE AND LOCATION, EXCEPT AS OTHERWISE NOTED.

-SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR C.M.U. WALL LOCATIONS AND DIMENSIONS.

-ALL OPENINGS IN C.M.U. WALLS SHALL HAVE 1 - #6 ADDITIONAL BAR ON EACH SIDE OF THE OPENING EXTENDING 24" BEYOND CORNERS OF THE OPENING. THESE CELLS SHALL BE GROUTED SOLID ON EACH SIDE

OF THE OPENING.

-PROVIDE A MINIMUM OF 1-#6 VERTICAL REINFORCING BAR FULLY GROUTED AT END CELL OF ALL DISCONTINUOUS WALLS AND UNDER ALL LINTEL ANGLES AND COLUMN BEARING LOCATIONS UNLESS NOTED

OR SHOWN OTHERWISE.

-SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF CONTROL JOINTS.

-ALL JOINT REINFORCEMENT (TIES, ANCHORS, AND JOINT REINFORCING) SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A 153 WITH A MINIMUM COATING OF 1.50 OUNCES PER

SQUARE FOOT.

-FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AN ASSUMED ALLOWABLE BEARING CAPACITY OF

1,500 POUNDS PER SQ. FT.

-IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 1,500 POUNDS PER SQ. FT. ARE ENCOUNTERED, THE UNDERLYING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE

MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER.

-THE ARCHITECT AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE ADEQUACY OF THE SUBSURFACE

CONDITIONS.

-ANY OBSTRUCTIONS ENCOUNTERED DURING EXCAVATION WHICH MAY INTERFERE WITH THE CONSTRUCTION OF ANY OF THE FOUNDATIONS OR WALLS MUST BE REMOVED AND REPLACED IN COMPLIANCE WITH THE

GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.

-GENERAL CONTRACTOR SHALL INSURE COMPLIANCE WITH ALL APPLICABLE STATE, FEDERAL, COUNTY, AND

LOCAL BUILDING ORDINANCES.

-NO CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN GROUND.

-ALL CONCRETE AND FOUNDATIONS SHALL BE PROTECTED AGAINST FROST UNTIL THE PROJECT IS

COMPLETED.

-BACKFILL UNDER ANY PORTION OF THE BUILDING OR FOUNDATION SHALL BE COMPACTED IN 6" LIFTS OF

95% COMPACTED FILL AS APPROVED BY THE GEOTECHNICAL ENGINEER.

-ALL CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE" (ACI 318-LATEST EDITION) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS" (ACI 301, LATEST EDITION).

CONCRET E OR BRICK MA SONRY

(C.M.U.) NOTES:

FOUNDA T ION A ND CONCRET E

NOT ES :

9.

10.

11.

-CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS.

-CONCRETE SHALL HAVE A SLUMP OF NO MORE THAN 5" AND AIR ENTRAINMENT OF 4-6%. THE USE OF CALCIUM CHLORIDE IS NOT PERMITTED. PROVIDE PROPER CONCRETE PROTECTION IN COLD WEATHER AND

MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL A.C.I. REQUIREMENTS.

-STEEL REINFORCEMENT SHALL CONFORM TO A.S.T.M. A-615, GRADE 60.

-ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE WITH THE PROPER RADII ESTABLISHED BY THE

A.C.I. UNDER NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS.

-WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 40 BAR DIAMETERS, UNLESS OTHERWISE SHOWN.

-PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS SHOULD NOT EXCEED 60' IN LENGTH AND SHOULD HAVE A VERTICAL 2" x 4" KEY, AND CONTINUOUS REINFORCING (40 BAR DIAMETER MINIMUM)

THROUGH THE CONSTRUCTION JOINT.

-ALL FOUNDATION WALLS SHALL BE BRACED DURING BACKFILLING AND TAMPING OPERATIONS.

-CONCRETE SHALL REACH 75% OF SPECIFIED STRENGTH BEFORE CONSTRUCTION LOADS ARE APPLIED, UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER-OF-RECORD. CONCRETE STRENGTH SHALL

BE VERIFIED WITH 7-DAY CYLINDER BREAKS.

-CONCRETE PROTECTION FROM REINFORCING BARS:FOUNDATION & BASEMENT WALLS; 2" CLEAR BOTTOM OF FOOTINGS & GRADE BEAMS: 3" CLEAR BEAMS, COLUMNS & STRUCTURAL SLABS: 11/2" CLEAR.

11.

12.

13.

14.

15.

16.

17.

18.

FLOOR PLAN

A102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

B A104

@ OUTDOOR SHELTER ( POCKET PARK ) SCALE: 1/4"=1'-0"

FLOOR PLAN1

A001

A106

A106

A106

A106

1'-5"

13'-4"

1'-4"

2'-8"

10'-8"

2'-8"

1'-0"

16'-5"

9"

12'-4 1/2"±

16'-8 3/4"

NEW ROOF A

BOVE

14'-111/8" ±

21'-7"±

N

EW

C O

N C

RETE RETAIN

IN

G W

ALL TO

M

ATC

H EXG

71/2"

24'-0"

NEW MASONRY WALL (

ABOVE RETAINING WALL )

71/2"

5'-4"

13'-4"

5'-4"

2'-0"

13'-8"

1'-0" 1'-6"

16'-0"±

EXG. RETAINING WALL TO REMAIN

'-9

1/ 2" ±

25'-3"±

NEW CONCRETE RETAINING WALL

'-8

N

EW

C

O N

C

RE

TE

R

ET

A

IN

IN

G W

A

LL

SL

O

PI

N

G T

O P

O F

W A

LL

D

O W

N T

O M

AT

C

H E

XG

22'-2"

N

EW

RO

O

F ABO

VE

16'-5"

1'-0"

1'- 0"

1'-0" 15'-0"

1'-0"±

A A105

A105.1

A A104

D A104

C A104

EXG. BRICK BUILDING TO REMAIN

EXG. BRICK BUILDING

TO REMAIN

NEW BENCH SEATING ( 8' ALUM.

FRAMED BENCH, W/ EXTRUDED

ALUM. SLATS BACK & SEAT; SIM. TO

"KNIGHT BENCH" MODEL #

SBKNI-096BA AS MANUF. BY

FORMS+SURFACES.- TYP OF 5

NEW MASONRY ( CMU & FACE BRICK ) WALL

W/ PRE-CAST CONC. CAP

NEW MASONRY LOW WALL &

CONC. CAP W/ STEEL COLUMNS-

PT. (P-1)

NEW CONCRETE PAD

(SLOPE TO DRIVEWAY )

-SEE SLAB PLAN #A101

FOR CONTROL JOINTS

NEW OUTLINE OF ROOF ABOVE

A

B

NEW CONCRETE RETAINING WALL

TO MATCH EXG. -TYP. PT. (P-4)

CL

EXG. CONCRETE

PAD TO REMAIN

NEW GUTTERS W/ DOWNSPOUTS TO CONC. SPLASHBLOCKS (

1 AT EACH SIDE OF SHELTER )

NEW 8" X 8" TUBE STEEL COLUMNS W/ STEEL PLATES - SEE SHEET

#S-100: PT:(P-1) : SEE DETAIL #6 ON SHEET #A106- (TYP OF 4 )

TYP.

NEW WATER STOP W/

EMBEDDED WATER

STOP @ NEW/ EXG.

WALL CONNECTION

EX

G. R

ET

AIN

IN

G

W

ALL

TO

R

EM

AIN

NEW WATER STOP W/ EMBEDDED

WATER STOP @ NEW/ EXG. WALL

CONNECTION

43'-10"±

PORTIO

N OF EXG. RETAINING WALL T

O BE REMOVED

A105.1

E A104

EX G.

BUILD ING

# 7

EX G.

BUILD ING

# 8

EXG. CONNECT ING BUILDING

CONTROL POINT

FOR DIMENSIONS

FROM OF FACE OF

BUILDING #7- TYP.

PAINT SCHEDULE

P-1

P-2

SHERWIN WILLIAMS

SHERWIN WILLIAMS

# MANUFACTURER

SW 7069 : IRON ORE

MANUF. NAME #

SW 7067 : CITYSCAPE

P-3 'SILVER PAINT' TO MATCH EXG. RAILINGS

P-4 'OFF-WHITE' PAINT TO MATCH EXG. RETAINING WALLS

RCP- ROOF PLAN

& DETAILS

A103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

@ OUTDOOR SHELTER ( POCKET PARK ) SCALE: 1/4"=1'-0"

ROOF PLAN2

A103

A103

A A105

A105.1

1" 3'-0"

15'-9 1/2"

3'-2 1/2"

1"

22'-2"

16'-8 3/4"

1'-8 3/8"

13'-4"

1'-8 3/8"

A

B

NEW 4" ALUM. TYPE 'K; GUTTERS W/ ALUM. DOWNSPOUTS

( COLOR: BLACK )

NEW 4" ALUM. TYPE 'K; GUTTERS W/ ALUM.

DOWNSPOUTS ( COLOR: BLACK )

NEW SYNTHETIC SIMULATED SLATE ROOF

TILE ON NEW ICE & WATER SHIELD

MEMBRANE OVER 3/4" FRT CDX PLYWOOD

SHEATHING ON 1 1/2" GALV. METAL

DECKING 20/20 GA. ( SIM. TO TYPE: BCS

AS MANUF. BY CANAM ) UNDERSIDE TO BE

PAINTED GREY -TYP. - SEE SPECS

SLOPE: 9" / 1

2"

SLOPE: 9" / 1

2"

NEW ADJUSTABLE SPOT

LIGHTING -MOUNT TO

FASCIA -TYP OF 3

NEW PREFORMED SYNTHETIC SIMULATED SLATE ROOF TILE

RIDGE CAP TO MATCH ROOF TILES- SEE SPECS

.050 FORMED PREFIN. ALUM. 2- PIECE GRAVEL STOP

W/ HOLDDOWNS & DRIP EDGE ( COLOR: BLACK )-TYP.

ALL AROUND- SEE SPECS

A105.1B

A104

@ OUTDOOR SHELTER ( POCKET PARK ) SCALE: 1/4"=1'-0"

REFLECTED CEILING PLAN1

L

L

C

C

L

L

A103

A103

A A105

A105.1

D A104

C A104

A

B

NEW GUTTERS W/ DOWNSPOUTS- SEE

ROOF PLAN: COLOR - SIM. TO (P-1)

NEW HSS GALV. STEEL BEAMS

- ( TYP. )- SEE SCHEDULE ON

SHEET #S-1: PAINT- (P-1)

1 1/2" GALV. METAL DECKING 20/20 GA.

( SIM. TO TYPE: BCS AS MANUF. BY

CANAM ) TO BE PAINTED (P-2) -TYP.

NEW 8" X 8" TUBE STEEL COLUMNS ( TYP. OP 4 )- PAINT

EPOXY (P-1) - SEE SCHEDULE ON SHEET #S-100

NEW PENDANT LED LIGHTING W/

ALUM. SHADE MOUNTED TO U/S OF

BEAMS ( SIM. TO 'NEO' AS MANUF. BY

TROY RLM LIGHTING;COLOR: TBZ -

TEXTURED BRONZE )-TYP OF 2

NEW ADJUSTABLE SPOT LIGHTING -

MOUNT TO FASCIA -TYP OF 3

NEW HSS GALV. STEEL ANGLED

BEAM / RAFTERS

- ( TYP. )- SEE SCHEDULE ON

SHEET #S-1: PAINT- (P-1)

A105.1

E A104

SLOPE: 9" / 1

2"

SLOPE: 9" / 1

2"

PAINT SCHEDULE

P-1

P-2

SHERWIN WILLIAMS

SHERWIN WILLIAMS

# MANUFACTURER

SW 7069 : IRON ORE

MANUF. NAME #

SW 7067 : CITYSCAPE

P-3 'SILVER PAINT' TO MATCH EXG. RAILINGS

P-4 'OFF-WHITE' PAINT TO MATCH EXG. RETAINING WALLS

@BEAM/ RAFTER -EAVE GUTTER SCALE: 3"=1'-0"

DETAIL3

3/4"

11/2" 1'-6"

8"

91/ 4"

6" 6"

3/4" 1 1/2"

1'-0"

4" 2"

81/ 2"71/

4"

1'-81/4"

HSS 8" X 8" X 5/16" GALV. STEEL COLUMN PT. (P-1) - SEE SCHEDULE ON SHEET #S100

NEW 4" ALUM. TYPE 'K; GUTTERS

W/ ALUM. DOWNSPOUTS

( COLOR: BLACK )- SEE SPECS

NEW SYNTHETIC SIMULATED SLATE ROOF TILE ON NEW ICE & WATER

SHIELD MEMBRANE OVER 3/4" FRT CDX PLYWOOD SHEATHING

1 1/2" GALV. METAL DECKING 20/20 GA. ( SIM. TO TYPE: BCS AS

MANUF. BY CANAM ) UNDERSIDE TO BE PT. (P-2) -TYP.- SEE SPECS

NEW METAL DRIP EDGE TYP. ALL AROUND

( COLOR: BLACK )- SEE SPECS

NEW HSS GALV. STEEL BEAMS - PAINT EPOXY -PT. (P-1)( TYP. )- SEE SCHEDULE ON SHEET #S100

NEW HSS GALV. STEEL BEAMS/RAFTERS - PAINT EPOXY -PT. (P-1)( TYP. )- SEE SCHEDULE ON SHEET #S100

FRT WD. 2X8 FASCIA BOARD- ANCHOR

W/ 1/2"Ø BOLTS @ 24" O.C. TO

CHANNEL ( WRAP IN ALUM. BREAK

METAL: COLOR BLACK )

FRT WD. 2X10 FINISH FASCIA BOARD-

ANCHOR TO WOOD@ 12" O.C. ( WRAP

IN ALUM. BREAK METAL: COLOR BLACK )

1/4" GALV. STEEL CLOSURE PLATE AT ENDS- TYP. ;PT. (P-1)

C 8X11.5 GALV. CHANNEL- SECURELY BOLT W/

ANGLE BETWEEN RAFTERS ( TYP. )

FRT WD. CUT BLOCKING AS REQ'D. W/ SLOPE

CL

FASTENERS W/ NEOPRENE

WASHERS & SEALANT

T.O.S.

ELEV. = 811.167' ±

@BEAM/ RAFTER FASCIA SCALE: 3"=1'-0"

DETAIL4

31/ 2"

NEW SYNTHETIC SIMULATED SLATE ROOF TILE ON NEW ICE & WATER

SHIELD MEMBRANE OVER 3/4" FRT CDX PLYWOOD SHEATHING

1 1/2" GALV. METAL DECKING 20/20 GA. ( SIM. TO TYPE: BCS AS

MANUF. BY CANAM ) UNDERSIDE TO BE PT. (P-2) -TYP.- SEE SPECS

NEW HSS GALV. STEEL BEAMS/RAFTERS

( ANGLED ) - PAINT EPOXY -PT. (P-1)

( TYP. )- SEE SCHEDULE ON SHEET #S100

CONTINUOUS FRT WD. BLOCKING,

ANCHORED TP TUBE STEEL RAFTER- TYP.

1X4 FRT FASCIA BOARD- ANCHOR

TO BLOCKING ( WRAP IN ALUM.

BREAK METAL: COLOR BLACK )

.050 FORMED PREFIN. ALUM. 2- PIECE

GRAVEL STOP W/ HOLDDOWNS & DRIP

EDGE ( COLOR: BLACK )- SEE SPECS

WATER SEALANT

FASCIA BOARD ( BEYOND ANGLED )

FASTENERS W/ NEOPRENE WASHERS & SEALANT

EXTERIOR

ELEVATIONS

A104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMP

321 4 5 6 7 8 9 10

CANANDAIGUA, NY

DAD-RAD CCC

ERIC SMITH

NOTE:

o n e e ig h th in c h o n e f o o t th re e in c h e s o n e f o o t

6"

6" o n e a n d o n e h a lf in c h e s o n e f o o t o n e in c h o n e f o o t

6" 6" th re e q u a rt e rs in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e e ig h th s in c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

USERS OF THESE DRAWINGS ARE

RESPONSIBLE FOR VERIFYING EXISTING

DIMENSIONS AND CONDITIONS IN THE FIELD

TRM DESIGN & PLANNING LLC

104 DARWIN DRIVE

BUFFALO, NEW YORK 14043

P: 716.946.9092

ATTN: DAVID A. DOYLE

FINAL DESIGN OUTDOOR SHELTER

585A-17-534

AREA B7 & B8

MAY, 18 2018

Revisions: Date:

FRONT VIEW ( NORTH ) SCALE: 1/4"=1'-0"

EXTERIOR ELEVATIONA

A106

3' -2

5/ 8"

'-0

4' -4

3/ 4"

(V

AR

IE

S)

83/ 4"

(V

AR

IE

S)

3' -4

4"

3' -6

VI

F

'-2

'-2

T.O. WALL

ELEV. = 804.14' ±

T.O.S.

ELEV. = 811.167' ±

GRADE ( ASHPALT )

ELEV. = 800.00' ±

NEW 2 1/2"ر GALV. GUARDRAILS ON NEW RETAINING

WALL TO MATCH EXG. (VIF-TYP.) PT. (P-3)TO MATCH EXG.-

VIF LOCATION OF NEAREST EXG POST TO REMAIN ON

REMAINING EXG. WALL.

NEW HSS GALV. STEEL BEAMS - PAINT EPOXY

(P-1)( TYP. )- SEE SCHEDULE ON SHEET #S100

NEW 8" X 8" TUBE STEEL COLUMNS ( TYP.

OP 4 )- PAINT EPOXY (P-1) SEE SCHEDULE

ON SHEET #S100

NEW ADJUSTABLE SPOT LIGHTING -

MOUNT TO FASCIA -TYP OF 3

NEW 4" ALUM. TYPE 'K; GUTTERS W/ ALUM.

DOWNSPOUTS ( COLOR: BLACK )

NEW 8" BRICK LOW WALL ( COMMON BOND PATTERN )( COLOR: RED W/

SMOOTH FIN. TO MATCH EXG. W/ PRECAST CONC. CAP "LIMESTONE

NEW BRICK W/ CMU ( COMMON BOND PATTERN )( COLOR: RED W/

SMOOTH FIN. TO MATCH EXG.) & PRE-CAST CONC CAP BEYOND

NEW 8" BRICK PIER ( COMMON BOND PATTERN )( COLOR: RED W/

SMOOTH FIN. TO MATCH EXG. W/ PRECAST CONC. CAP "LIMESTONE

NEW REINF. CONCRETE CURB/ FDN. SEE SHT. # A101- TYP

NEW BENCH SEATING-

SEE FLR. PLAN

T.O. CONC. CURB

ELEV. = 801.17' ±

B.O. FOOTING

ELEV. =795.50' ±

T.O. WALL

ELEV. = 804.55' ±

T.O. CONC. CURB

ELEV. = 801.08' ±

NEW LIGHTING ( BEYOND )

NEW

GUARDRAILS

VIF

EXG.

GUARDRAILS

VIFNEW GUARDRAILS

VIF

EXG. GUARDRAILS

VIF

.050 FORMED PREFIN. ALUM. 2- PIECE GRAVEL STOP

W/ HOLDDOWNS & DRIP EDGE ( COLOR: BLACK )-TYP.

ALL AROUND- SEE DETAIL & SPECS

TYPICAL FACE BRICK NOTE:

NEW FACE BRICK & MORTAR TO MATCH EXISTING HOSPITAL BRICK

& MORTAR ( MATCH BOND OF EXISTING HOSPITAL BRICK )

NEW CONC. RETAINING WALL TO MATCH EXG. TOP

OF WALL (4'-2"± VIF) (PT. (P-4)TO MATCH EXG. TYP.)

NEW BOLLARDS: 10"Ø X 42" H. SCH. 40 STEEL PIPE FILLED W/ CONCRETE

W/ DECORATIVE SLEEVE- ( LOW- DENSITY POLYYTHYLENE;COLOR: GREEN )

TYP. OF 7; SIM. TO AS MANUF. BY 'IDEAL SHIELD' SEE SPEC.

PROVIDE BRICK WEEP @ COLUMN CAVITY SPACE

ONLY @ EACH SIDE ( TYP. OF 2 COLUMNS )

PROVIDE BRICK WEEP @ COLUMN CAVITY SPACE ONLY @ EACH SIDE ( TYP. OF 2 COLUMNS )

A A105

A104

2' -1

05/ 8"

B

RI

C

K C

O

UR

SE

S

4"

REAR VIEW ( SOUTH ) SCALE: 1/4"=1'-0"

EXTERIOR ELEVATIONC

S100

3' -6

VI

F

1' -3

4'

-0

4"

NEW 2 1/2"ر GALV. GUARDRAILS

ON NEW RETAINING WALL TO

MATCH EXG.( VIF-TYP.) PT. (P-3) TO

MATCH EXG.- VIF LOCATION OF

NEAREST EXG POST TO REMAIN ON

REMAINING EXG. WALL.( SEE SPEC )

NEW CONCRETE FDN.-

SEE SECTIONS

NEW 8" X 8" X 16" CMU- SIM.

TO AS MANUF. BY 'SPEC BRIK'

BARNES & CONE- COLOR: RED

TO MATCH BRICK( SEE SPEC )

NEW 4" ALUM. TYPE 'K; GUTTERS W/ ALUM.

DOWNSPOUTS ( TYP. OF 2 ;COLOR: BLACK )

FASTEN SECURELY TO WALL( SEE SPEC )

NEW HSS GALV. STEEL BEAMS - PAINT EPOXY (P-1)

( TYP. )- SEE SCHEDULE ON SHEET #S100

NEW 8" X 8" TUBE STEEL COLUMNS ( TYP.

OP 4 )- PAINT EPOXY (P-1)- SEE

SCHEDULE ON SHEET #S100

T.O.S.

ELEV. =811.167' ±

T.O. WALL

ELEV. =808.99' ±

T.O. CONC. WALL

ELEV. =804.65' ±

B.O. FOOTING

ELEV. =795.50' ±

T.O. CONC.

ELEV. = 803.23' ±

GRADE

ELEV. =804.48' ±

GRADE

ELEV. =804.40' ±

1 2

CL

NEW CONC. SPLASHBLOCKS

(TYP. OF 2 )

NEW PENDANT LED LIGHTING W/ ALUM. SHADE

MOUNTED TO U/S OF BEAMS ( SIM. TO 'NEO' AS

MANUF. BY TROY RLM LIGHTING;COLOR: TBZ -

TEXTURED BRONZE )-TYP OF 2

NEW CONC. SPLASHBLOCKS (TYP. OF 2 )

.050 FORMED PREFIN. ALUM. 2- PIECE GRAVEL STOP

W/ HOLDDOWNS & DRIP EDGE ( COLOR: BLACK )-TYP.

ALL AROUND- SEE DETAIL & SPECS

A A105

A104

WEST RETAINING WALL SCALE: 1/4"=1'-0"

EXTERIOR ELEVATIOND

2' -1

1"

VI

F

(V

AR

IE

S)

3' -6

VI

F

2"

± T.O. WALL

ELEV. =804.55' ±

NEW CONCRETE RETAINING WALL

TO MATCH EXG. TOP OF WALL (VIF)

(PT. (P-4) TO MATCH EXG. TYP.)

NEW 2 1/2"ر GALV. GUARDRAILS ON NEW RETAINING

WALL TO MATCH EXG. (VIF-TYP.) PT. (P-3) TO MATCH EXG.-

VIF LOCATION OF NEAREST EXG POST TO REMAIN ON

REMAINING EXG. WALL.- ( SEE SPEC )

NEW CONCRETE FDN.-

SEE SECTIONS

NEW BENCH SEATING- SEE FLR. PLAN( SEE SPEC )

GRADE

ELEV. =801.08' ±

GRADE

B.O. FOOTING

ELEV. =795.50' ±

T.O. WALL

ELEV. =804.65' ±

GRADE

ELEV. =801.25' ±

NEW 2" Ø PVC WEEP HOLES @

48"O.C.- SEE SECTIONS

A105.1

REAR INTERIOR VIEW ( NORTH ) SCALE: 1/4"=1'-0"

EXTERIOR ELEVATIONB

S100

4' -4

2'

-8

T.O.S.

ELEV. = 811.167' ±

T.O. WALL

ELEV. =808.99' ±

T.O. CONC. WALL

ELEV. =804.65' ±

GRADE

ELEV. = 801.25' ±

B.O. FOOTING

ELEV. =795.50' ±

NEW CONCRETE RETAINING WALL

TO MATCH EXG. TOP OF WALL

(4'-2"± VIF) (PT. (P-4) TO MATCH

EXG. TYP.)

NEW CONCRETE FDN.- SEE SECTIONS

NEW BENCH SEATING- SEE FLR. PLAN

NEW BRICK W/ CMU ( COMMON

BOND PATTERN )( COLOR: RED W/

SMOOTH FIN. TO MATCH EXG.) &

PRE-CAST CONC CAP BEYOND

NEW HSS GALV. STEEL BEAMS -

PAINT EPOXY -(P-1)( TYP. )- SEE

SCHEDULE ON SHEET #S100

NEW 8" X 8" TUBE STEEL

COLUMNS ( TYP. OP 4 )- PAINT

EPOXY (P-1)- SEE SCHEDULE

ON SHEET #S100

GRADE

ELEV. =800.25' ±

NEW PENDANT LED LIGHTING W/

ALUM. SHADE MOUNTED TO U/S OF

BEAMS ( SIM. TO 'NEO' AS MANUF. BY

TROY RLM LIGHTING;COLOR: TBZ -

TEXTURED BRONZE )-TYP OF 2

NEW 2" Ø PVC WEEP HOLES @

48"O.C.- SEE SECTIONS

CL

TYPICAL FACE BRICK NOTE:

NEW FACE BRICK & MORTAR TO MATCH EXISTING HOSPITAL BRICK

& MORTAR ( MATCH BOND OF EXISTING HOSPITAL BRICK )

A A105

EAST RETAINING WALL SCALE: 1/4"=1'-0"

EXTERIOR ELEVATIONE

3' -9

3/ 4"

VI

F

(V

AR

IE

S)

3' -6