Greenburgh Library Courtyard Bid Plans.pdf

TOWN OF GREENBURGH

DEPARTMENT OF PUBLIC WORKS

BUREAU OF ENGINEERING

177 HILLSDALE AVENUE, WHITE PLAINS NY 10607

GREENBURGH PUBLIC LIBRARY

COURTYARD IMPROVEMENTS

SEPTEMBER 1, 2026

T0.01

BBS FILE NO. 26-110

BID PICK-UP: SEPTEMBER 8, 2026

ARCHITECT'S CERTIFICATION

THE UNDERSIGNED CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION,

AND BELIEF, THE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE WITH APPLICABLE

REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING

CODE, THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, AND

THE CONSTRUCTION STANDARDS OF THE EDUCATION DEPARTMENT.

244 EAST MAIN STREET l PATCHOGUE l NEW YORK 11772 l T. 631.475.0349 l F. 631.475.0361 187 WOLF ROAD, SUITE 205 l ALBANY l NEW YORK 12205 l T. 518.621.7650 l F. 518.621.7655 www.BBSARCHITECTURE.COM bbs ARCHITECTS

LANDSCAPE ARCHITECTS

ENGINEERS

LAWRENCE M. SALVESEN, AIA LIC. No. 020623

AUGUST 18, 2026

LIST OF DRAWINGS

T0.01 COVER SHEET

CS1.00 SITE AND TEMPORARY CONSTRUCTION PLAN

TOPOGRAPHIC SURVEY PLAN

A1.01 DECK FRAMING PLANS

DECKING PLAN AND DETAILS

A2.01 FENCE AND RAILING DETAILS

SITE LOCATION MAP

GREENBURGH PUBLIC LIBRARY

300 TARRYTOWN ROAD, ELMSFORD, NY 10523

EXP. 10-31-26

18, 1, MAINTAIN

BUILDING

EGRESS

PROTECT EX.

DRAINS (FABRIC

INSERT TYP)

6' HT. TEMP CL. FENCE

ON STANCHIONS WITH

WINDSCREEN AND

ACCESS GATE

SECURE FENCE AT

CORNER OF BUILDING

1 2

1 DANGER - CONSTRUCTION AREA (ENGLISH)

2 PELIGRO - A'REA DE CONSTRUCCIO'N (SPANISH)

3 NO TRESPASSING / PROHIBIDO EL PASO

CONSTRUCTION

SIGNAGE

LOWER WALL LOWER WALL

BRIDGE

(ABOVE)

PROTECT EX.

WINDOWS DURING

ANY MECHANICAL

HAMMERING OR

CHISELING

COORDINATE PARKING

SPACE CLOSURE WITH

LIBRARY AND TOWN

RESTORE GRASS

AFTER CONSTRUCTION

PROTECT EX.

CONCRETE

SITE ACCESS

DIRECTION (TYP)

NOTICE

THESE DRAWINGS ARE BASED ON CONSTRUCTION DRAWINGS NOT

PREPARED BY BBS ARCHITECTS, LANDSCAPE ARCHITECTS AND

ENGINEERS, PC. AND, THEREFORE, MAY NOT REPRESENT THE

CONDITIONS AS CONSTRUCTED AT THE TIME. ALL EXISTING

CONDITIONS SHOWN ARE REPRESENTED AS SUGGESTIVE

INFORMATION AS THEY MAY NOT HAVE BEEN BUILT AND DETAILED

PER THE ORIGINAL DOCUMENTS OR PER THE OWNER'S INFORMATION.

244 EAST MAIN STREET

PATCHOGUE

NEW YORK 11772

T. 631.475.0349 F. 631.475.0361

187 WOLF ROAD, STE. 205

ALBANY

NEW YORK 12205

T. 518.621.7650 F. 518.621.7655 bbs

ARCHITECTS

LANDSCAPE ARCHITECTS

ENGINEERS

www.BBSARCHITECTURE.com

DATE

PR

OJ

EC

T

DW

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TI

TL

E

DRAWING BY:

CHECK BY:

REV. ITEM

NOTICE

THIS DRAWING, PREPARED FOR THE SPECIFIC PROJECT INDICATED IS

AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BBS

ARCHITECTS, LANDSCAPE ARCHITECTS AND ENGINEERS, PC.

INFRINGEMENT OR ANY USE OF THIS DRAWING FOR ANY OTHER

PROJECT IS PROHIBITED. ANY ALTERATION OR REPRODUCTION OF

THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN

CONSENT OF THE ARCHITECT OR ENGINEER.

FILE No:

BID PICK-UP:

DATE:

SCALE:

OWNER

PROJECT

DWG TITLE

BUILDING No.

ALTERATION OF THIS DOCUMENT, UNLESS

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, IS A

VIOLATION OF SECTION 7209 OF ARTICLE

145 OF THE NYS EDUCATION LAW

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AS NOTED

SITE ACCESS / TEMP. PLAN

TOPOGRAPHIC SURVEY PLAN

CS1.00

KEY PLAN

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TOWN OF GREENBURGH

DEPT. OF PUBLIC WORKS

GREENBURGH LIBRARY

COURTYARD MPROVEMENTS

AUGUST 18, 2026

SEPTEMBER 8, 2026

26-110

LOWER LEVEL TEMPORARY CONSTRUCTION PLAN

NOT TO SCALE

SITE ACCESS PLAN

NOT TO SCALE

EGRESS NOTES:

1. GENERAL CONTRACTOR (GC) TO COORDINATE LOCKING

AND CLOSURE OF THIS DOOR WITH THE LIBRARY

DIRECTOR DURING CONSTRUCTION ON THE BRIDGE AND

UPPER WALL.

2. GC AND LIBRARY TO COORDINATE INTERIOR FIRE

EGRESS SIGNAGE FOR LIBRARY PATRONS WHILE THIS

DOOR IS CLOSED AND LOCKED. AN INTERIOR PATH OF

TRAVEL MUST BE DESIGNATED.

LTS 120

AREA OF WORK

CONSTRUCTION SIGNAGE

TARRYTOWN ROAD

TOPOGRAPHIC SURVEY PLAN

SCALE: 1" = 10'-0"

1. THE CONTRACTOR IS REQUIRED TO INSPECT THE SITE PRIOR TO BIDDING. NO ADDITIONAL PAYMENT SHALL BE MADE FOR

CONDITIONS NOT SHOWN ON THE PLAN.

2. ALL LAYOUT AND ESTABLISHMENT OF GRADES (WHEN APPLICABLE) AND BASELINES SHALL BE DONE BY A NYS LICENSED LAND SURVEYOR. PROPOSED GRADES SHALL BE STAKED FOR REVIEW AND ADJUSTMENT BY ENGINEER PRIOR TO START OF

EXCAVATION.

3. THE CONTRACTOR IS RESPONSIBLE TO HAVE ALL EXISTING UTILITIES (PRIVATE AND PUBLIC) MARKED OUT PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS, DIMENSIONS, SIZES AND QUANTITIES OF ALL MATERIALS PRIOR TO THE

START OF ANY WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR A DECISION.

4. THE ENGINEER AND THEIR CONSULTANTS SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS & METHODS OR PROCEDURES UTILIZED BY THE CONTRACTOR; NOR FOR THE SAFETY OF PUBLIC OR CONTRACTOR'S EMPLOYEES, OR FOR THE FAILURE OF THE CONTRACTOR TO

CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

5. THE CONTRACTOR SHALL DEFINE AND SECURE A SINGLE ROUTE OF ACCESS ACROSS OWNER'S PROPERTY TO AND FROM THE WORK AREAS, WHICH SHALL BE APPROVED BY THE ARCHITECT AND THE OWNER PRIOR TO THE START OF ANY WORK. ALL AREAS DAMAGED BY THE USE OF THIS ROUTE OF ACCESS (OR ANY OTHER AREAS) SHALL BE REPAIRED IN KIND BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE

OWNER. PARKING AREA MUST ALSO BE RESTORED.

6. THE CONTRACTOR SHALL ENCLOSE ALL WORK AREAS AND PROVIDE POST DRIVEN 6'-0" HIGH CHAIN LINK FENCING W/ GATES (EXACT LOCATION OF FENCING TO BE VERIFIED WITH OWNER AND ARCHITECT). THIS FENCING SHALL BE CONSTRUCTED OF NINE GAUGE GALV. STEEL WIRE W/ 2" GALV. LINE POST & 2" END/CORNER POST, WITH TOP RAIL & BOTTOM WIRE. PROVIDE TRAFFIC & PEDESTRIAN GATES WITH HARDWARE & LOCKS. ALL FENCING SHALL HAVE A CLOTH WOVEN, WINDSCREEN MESH INSTALLED ON THE "WORK" SIDE OF THE FENCE. MESH TO BE DARK GREEN OR BLACK. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THIS FABRIC AND ALL RELATED MATERIALS AFTER

CONSTRUCTION.

7. THE CONTRACTOR SHALL EXERCISE CARE DURING REMOVAL OPERATIONS TO PROTECT EXISTING FACILITIES TO REMAIN.

INCLUDING PAVEMENTS, UTILITIES, STRUCTURES, TREES, ETC. ANY FACILITIES THAT ARE DAMAGED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE RESTORED AT THE CONTRACTORS EXPENSE, TO THE SATISFACTION OF

THE ARCHITECT AND OWNER.

8. ALL WORK AND MATERIAL OF THIS PROJECT AND ADJACENT SURFACES SHALL BE PROTECTED FROM DAMAGE. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF

THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.

9. WHERE EXCAVATION IS REQUIRED ADJACENT TO EXISTING TREES, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REMEDIAL WORK, SUCH AS ROOT & TOP PRUNING REQUIRED OR NECESSARY TO PREVENT TREE LOSS. SUCH REPAIR SHALL INCLUDE COMPENSATORY PRUNING AND FERTILIZATION COMPLETED PRIOR TO INSTALL OF THE WORK. CORRECTIVE WORK

SHALL BE DONE BY A NYS LIC. ARBORIST.

10. NO STOCKPILING OF CONSTRUCTION MATERIALS SHALL TAKE PLACE UNDER THE DRIP LINE OF EXISTING TREES TO REMAIN.

11. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE AND SHALL BE DISPOSED OF IN A LEGAL MANNER.

12. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY TOWN PERMITS, PAY ALL FEES, ETC. AS REQUIRED TO PERFORM THE WORK

AND FOLLOW ALL EROSION AND SEDIMENT CONTROL PROCEDURES.

13. THE CONTRACTOR IS RESPONSIBLE ALL NECESSARY MEASURES TO PREVENT SOIL EROSION. ALL DEBRIS, DUST AND DIRT CAUSED BY WORK OF THIS CONTRACT SHALL BE REMOVED FROM SITE BY APPROPRIATE MEANS. RESTORE ALL CONDITIONS TO THE STATE OF

CLEANLINESS THAT EXISTED PRIOR TO COMMENCEMENT OF WORK.

GENERAL NOTES

, 11

NOTICE

THESE DRAWINGS ARE BASED ON CONSTRUCTION DRAWINGS NOT

PREPARED BY BBS ARCHITECTS, LANDSCAPE ARCHITECTS AND

ENGINEERS, PC. AND, THEREFORE, MAY NOT REPRESENT THE

CONDITIONS AS CONSTRUCTED AT THE TIME. ALL EXISTING

CONDITIONS SHOWN ARE REPRESENTED AS SUGGESTIVE

INFORMATION AS THEY MAY NOT HAVE BEEN BUILT AND DETAILED

PER THE ORIGINAL DOCUMENTS OR PER THE OWNER'S INFORMATION.

244 EAST MAIN STREET

PATCHOGUE

NEW YORK 11772

T. 631.475.0349 F. 631.475.0361

187 WOLF ROAD, STE. 205

ALBANY

NEW YORK 12205

T. 518.621.7650 F. 518.621.7655 bbs

ARCHITECTS

LANDSCAPE ARCHITECTS

ENGINEERS

www.BBSARCHITECTURE.com

DATE

PR

OJ

EC

T

DW

G

TI

TL

E

DRAWING BY:

CHECK BY:

REV. ITEM

NOTICE

THIS DRAWING, PREPARED FOR THE SPECIFIC PROJECT INDICATED IS

AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BBS

ARCHITECTS, LANDSCAPE ARCHITECTS AND ENGINEERS, PC.

INFRINGEMENT OR ANY USE OF THIS DRAWING FOR ANY OTHER

PROJECT IS PROHIBITED. ANY ALTERATION OR REPRODUCTION OF

THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN

CONSENT OF THE ARCHITECT OR ENGINEER.

FILE No:

BID PICK-UP:

DATE:

SCALE:

OWNER

PROJECT

DWG TITLE

BUILDING No.

ALTERATION OF THIS DOCUMENT, UNLESS

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, IS A

VIOLATION OF SECTION 7209 OF ARTICLE

145 OF THE NYS EDUCATION LAW

DE

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IN

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AN

A

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AI

LS

JRL

JBR

AS NOTED

DECK FRAMING PLAN

DECKING PLAN AND DETAILS

A1.01

KEY PLAN

NOT TO SCALE

TO

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TOWN OF GREENBURGH

DEPT. OF PUBLIC WORKS

GREENBURGH LIBRARY

COURTYARD MPROVEMENTS

AUGUST 18, 2026

SEPTEMBER 11, 2026

DECK FRAMING PLAN

SCALE: 1/4"-1'-0"

LTS 120

DECKING PLAN

SCALE: 1/4"-1'-0"

2x 8 G

IR

DE

RS

6'-

0" O

.C M

AX

EXISTING BRICK

COLUMN (TYP)

'-1

1'-

1'-

10'-0" 8'-0"

5'-

2x8 JOISTS @ 16" 0.C. (TYP)

(2) 2x8 GIRDER

2x6 LADDER BLOCKING

@ 16" 0.C. (TYP)

VERSAJUST ADJUSTABLE

PEDESTALS

NOTE: DO NOT SECURE RIM

JOISTS TO MASONRY WALLS.

DECK IS DESIGNED TO BE SELF

SUPPORTING

A2.01

TRIM JOIST BOTTOM AT RAMP END TO FIT

'-1

1'-

1'-

10'-0" 8'-0"

5'-

13'-0" - RAMP (1:12 MAX.)EXISTING BRICK

COLUMN (TYP)

A1.01 3A

A1.01 3C

A1.01 3A

A1.01 3A

A1.01 3C

FRAMING FOR

REMOVABLE COVER

2x8 JOISTS @ 16" 0.C. (TYP)

(2) 2x8 GIRDER

2x6 LADDER BLOCKING

@ 16" 0.C. (TYP)

VERSAJUST ADJUSTABLE

PEDESTALS

A2.01

STEPS (2 RISERS)

STEPS

ST

EP

S

4'- 0"

DECK PERIMETER TO

BE "PICTURE FRAMED"

DECK PERIMETER TO

BE "PICTURE FRAMED"

REMOVABLE COVER

3'-0" X 3'-0"

REMOVABLE COVER

3'-0" X 3'-0"

DOWN

2'-8" O.C.

A1.01 3B

A1.01 3B

2x10 RJ 2x10 RJ

W

AL

L

2x

R J

2x

R J 2x

8 R J

WALL WALLWALL

WALL

2x8 RJ (2)2x6

2x

R J

2x10 RJ

2x6

2x6 (2)2x6

(2 )2 x6 2x

2x 8 J

OI

ST

S (T

YP

2x 8 J

OI

ST

S (T

YP

2x 8 J

OI

ST

S (T

YP

2x 8 J

OI

ST

S (T

YP

2x 8 J

OI

ST

S (T

YP

2x 8 J

OI

ST

S (T

YP

2x 8 J

OI

ST

S (T

YP

2x 8 J

OI

ST

S (T

YP

2x8 JOISTS (TYP)

DECK SECTIONS

SCALE: 1"-1'-0"

SECTION A

SECTION B

SECTION C

2x 8 R

J

2x8 2x8 2x82x8

DECK DETAILS

SCALE: 1"-1'-0"

RAMP DETAILS

SCALE: 1"-1'-0"

13'-0"

4'-0"

SIMPSON LSU

ADJUSTABLE HANGER

2x6 2x8

2x8 2x8

2x4 BLOCKING

2x6 BLOCKING

2x8 BLOCKING

2x6 JOIST

FEILD TRIM TO FIT

2x8JOIST

SIMPSON LUS

JOIST HANGER

VERSAJUST ADJUSTABLE

PEDESTALS (HEIGHTS VARY)

A2.01

DETAIL A

DETAIL B

JOIST CONNECTION

DETAIL

4A A1.01

TRIM AND CHAMFER

EDGE OF BOARD TO

PROVIDE 1/2" MAX. LIP

FIN. GRADEFIN. GRADE

SIMPSON LUS

JOIST HANGER (TYP)

(2) 2x8 JOISTS

DECK BOARDS AS

SPECIFIED

2x8 2x8

VA

RI

ESVERSAJUST ADJUSTABLE

PEDESTALS (HEIGHTS VARY)

A2.01

A1.01

BU

ILD

IN

G

W

AL

L

FIN. GRADE VA

RI

ES

VERSAJUST ADJUSTABLE

PEDESTALS (HEIGHTS VARY)

A2.01

SIMPSON LUS

JOIST HANGER (TYP)

2x8 RIM JOIST

(NO TRIM BOARD)

2x8 2x8 BLOCKING

FIN. GRADE VA

RI

ES

DECK BOARDS AS

SPECIFIED

VERSAJUST ADJUSTABLE

PEDESTALS (HEIGHTS VARY)

A2.01

SIMPSON LUS

JOIST HANGER (TYP)

2x10 RIM JOIST

2x8 2x8 BLOCKING

AZEK TRIM BOARD

5/8" X 9 1/4"

6"

6"

1/2" GAP

1/2" OVERHANG

FIN. GRADE VA

RI

ES

VERSAJUST ADJUSTABLE

PEDESTALS (HEIGHTS VARY)

A2.01

SIMPSON LUS

JOIST HANGER (TYP)

2x10 RIM JOIST w/

AZEK TRIM BOARD

SMOOTH FINISH

5/8" X 5 1/2"

2x8 BLOCKING

6"

2x10 RJ

61 2" 61 2"

1'- 1"

2"

2x6 RISER w/

AZEK TRIM BOARD

SMOOTH FINISH

5/8" X 5 1/2"

2" BLACK TEXTURED

GRIP TAPE 1" BACK

FROM BOARD EDGE

(TYP BOTH TREADS)

DECK BOARDS AS

SPECIFIED

(2) 2x6 BOLTED TO 2x10 w/ 1/2" ST. STL.

CARRIAGE BOLTS

@ 18" 0.C.

2x8

2x6

BLK

1'- 1"

2x8 RJ 2x8 RJ2x8 RJ

2x 8 R

J

2x8 RJ

2x10 RJ

WALL

A1.01 3B

FENCE OR RAILING

POST AS SPECIFIED

(4) #10 X 3 1/2"

EPOXY COATED

DECK SCREWS

4"

(2) 2x8 PLATES

COORDINATE LOCATION

WITH POST SPACING

FENCE POST

BLOCKING

4B A1.01

RAILING POST

BLOCKING

4B A1.01

DECK BOARDS AS

SPECIFIED

DECKING NOTES:

1. DECK FRAMING SHALL BE PRESSURE TREATED LUMBER IN ACCORDANCE

WITH THE SPECIFICATIONS. USE FASTENERS (BOLTS AND SREWS) COMPATIBLE

WITH TREATED WOOD.

2. DECKING SHALL BE TIMBERTECH, COMPOSITE PRO DECKING OR APPROVED

EQUAL. COLOR SELECTED BY THE OWNER FROM THE FULL CATALOG RANGE OF

COLORS.

3. DECK BOARDS SHALL BE SQUARE SHOULDERED AND SECURED WITH CORTEX

SCREW AND PLUG SYSTEM WITH TOPLOC COLOR MATCHED FACE SCREWS.

4. DECK BOARDS SHALL BE SPACED 1/8" TO 1/4".

12"

FASTEN ALL PERIMETER ADJUSTABLE

BASES TO CONCRETE WITH (4) 1/4" X

2 1/4" TAPCON CONCRETE ANCHORS

A2.01

FASTEN ALL PERIMETER ADJUSTABLE

BASES TO CONCRETE WITH (4) 1/4" X

2 1/4" TAPCON CONCRETE ANCHORS

PERIMETER AND INTERIOR

DECK BOARDS TO BE A

CONTRASTING COLOR

2x8 2x8 2x82x8

2x8 2x8

ADD ALTERNATE 1:

1. PROVIDE FREE STANDING BENCHES AS MANUFACTURED BY DUMOR, INC. (800)

598-4018, WWW.DUMOR.COM OR APPROVED EQUAL. PRODUCT SHALL BE 530

SERIES SINGLE AND TWO TIER BENCHES, WITH THERMALLY MODIFIED RED OAK

WOOD TOPS. POWDER COAT COLOR AS SELECTED BY THE OWNER. BENCHES

SHALL BE BOLTED TOGETHER WITH MANUFACTURER SUPPLIED HARDWARE.

PROVIDE

(6) SINGLE TIER BENCHES

(5) TWO TIER BENCHES WITH SINGLE WOOD SIDE.

PROVIDE (6) ADDITIONAL

ADJUSTABLE PEDESTALS IF

ADD ALTERNATE 1 IS SELECTED

ADD ALTERNATE 1

FREE STANDING BENCHES

(2) 2x8 GIRDER

2x8

2x8 2x8 2x8

2x8 2x8 2x8

2x8

2x8

2x8

DOUBLE JOISTS

2x8 HEADER AND CRIPPLES

PROVIDE ALL ADD'L BLOCKING /

NAILERS AS NEEDED

FRAMING FOR

REMOVABLE COVER

2x8 HEADER AND CRIPPLES

PROVIDE ALL ADD'L BLOCKING /

NAILERS AS NEEDED

DOUBLE JOISTS

2x8 2x8

2x8

A1.01 4A

A1.01 4A

A1.01 4A

A1.01 4A

NOTICE

THESE DRAWINGS ARE BASED ON CONSTRUCTION DRAWINGS NOT

PREPARED BY BBS ARCHITECTS, LANDSCAPE ARCHITECTS AND

ENGINEERS, PC. AND, THEREFORE, MAY NOT REPRESENT THE

CONDITIONS AS CONSTRUCTED AT THE TIME. ALL EXISTING

CONDITIONS SHOWN ARE REPRESENTED AS SUGGESTIVE

INFORMATION AS THEY MAY NOT HAVE BEEN BUILT AND DETAILED

PER THE ORIGINAL DOCUMENTS OR PER THE OWNER'S INFORMATION.

244 EAST MAIN STREET

PATCHOGUE

NEW YORK 11772

T. 631.475.0349 F. 631.475.0361

187 WOLF ROAD, STE. 205

ALBANY

NEW YORK 12205

T. 518.621.7650 F. 518.621.7655 bbs

ARCHITECTS

LANDSCAPE ARCHITECTS

ENGINEERS

www.BBSARCHITECTURE.com

DATE

PR

OJ

EC

T

DW

G

TI

TL

E

DRAWING BY:

CHECK BY:

REV. ITEM

NOTICE

THIS DRAWING, PREPARED FOR THE SPECIFIC PROJECT INDICATED IS

AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BBS

ARCHITECTS, LANDSCAPE ARCHITECTS AND ENGINEERS, PC.

INFRINGEMENT OR ANY USE OF THIS DRAWING FOR ANY OTHER

PROJECT IS PROHIBITED. ANY ALTERATION OR REPRODUCTION OF

THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN

CONSENT OF THE ARCHITECT OR ENGINEER.

FILE No:

BID PICK-UP:

DATE:

SCALE:

OWNER

PROJECT

DWG TITLE

BUILDING No.

ALTERATION OF THIS DOCUMENT, UNLESS

UNDER THE DIRECTION OF A LICENSED

PROFESSIONAL ENGINEER, IS A

VIOLATION OF SECTION 7209 OF ARTICLE

145 OF THE NYS EDUCATION LAW

FE

NC

E

AN

D

RA

ILI

NG

P

LA

N

AN

D

DE

TA

ILS

JRL

JBR

AS NOTED

FENCE AND RAILING

PLAN AND DETAILS

A2.01

KEY PLAN

NOT TO SCALE

TO

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TOWN OF GREENBURGH

DEPT. OF PUBLIC WORKS

GREENBURGH LIBRARY

COURTYARD MPROVEMENTS

AUGUST 18, 2026

SEPTEMBER 8, 2026

LTS 120

FENCE AND RAILING PLAN

SCALE: 1/4"-1'-0"

6'- 0"

(6 ' H

EI

GH

T)

2'- 9"

(6 ' H

EI

GH

T)

4' X 6' HT. WALK

GATE TO MATCH

FENCE

THIS POST SHALL RECEIVE

BOTH 6' AND 8' FENCE PANELS

FENCE POST

BLOCKING (TYP)

4B A1.01

RAILING POST

BLOCKING (TYP)

4B A1.01

SEMI PRIVACY

ALUMINUM FENCE

A2.01

5'-1" (6' HEIGHT)

FENCE NOTES:

1. FENCE SHALL BE PRIVACYGARD, HORIZONTAL ALUMINUM SEMI PRIVACY

FENCE (HASP) AS MANUFACTURED BY ELITE FENCE, (586) 468-4448,

WWW.ELITEFENCE.COM, OR APPROVED EQUAL.

COLOR SHALL BE BLACK, POWDER COAT.

2. FENCE PANEL LENGTHS SHALL BE AS SHOWN ON THE PLANS AND FIELD

CUT AS NEEDED TO MEET THOSE SIZES.

ALL CUT ENDS SHALL BE PAINTED WITH A RUST PREVENTATIVE PAINT TO

MATCH.

3. FENCE POSTS SHALL BE 4" SQUARE AND FLANGE MOUNTED TO THE

DECK.

4. WALK GATE TO HAVE HEAVY DUTY HINGES AND A PANIC BAR EXIT

DEVICE MOUNTED ON A STEEL PLATE ON THE INSIDE.

6'- 0"

(6 ' H

EI

GH

T) 6'-

0" (6

' H

EI

GH

T)

5'- 6"

(8 ' H

EI

GH

T)

2'-7"

(6' HEIGHT)

4'- 0"

G

AT

E (6

' H

EI

GH

T)

POST CAP

6'- 0"

O R

8'- 0"

W

HE

RE

N

OT

ED

O N

PL

AN

FENCE DETAIL

NOT TO SCALE

4" ALUMINUM POST

ALUMINUM U-CHANNEL WITH

CONCEALED SCREWS AND

CAPS TOP & BOTTOM

1" ALUMINUM SPACER (TYP)

POST FLANGE

AS SHOWN ON PLAN - 6'-0" O.C. MAX. SPACING

7/8" X 6" ALUMINUM BOARD

(6005-T5 AL. ALLOY)

TOP RAIL

BOTTOM RAIL

1.90" O.D. RAILS AND POSTS

TOP OF RAILING TO BE

34"-36" ABOVE STAIR NOSING

ADJUSTABLE PEDESTAL NOTES:

2'-

" M

IN

3'-

0" M

AX

1'- 3"

12"

MIN.

12"

R = 4"

EQUAL

INTERMEDIATE POSTS REQUIRED

FOR ALL STAIRS WITH MORE THAN 3

RISERS OR 4'-0" IN TOP RAIL LENGTH

STAIR HANDRAIL

EQUAL

R = 4"

R

1'-1"

RAMP DOWN

(1:12 MAX.) SLOPE

5'-0" O.C. MAX. SPCG.

BOTTOM

OF RAMP

TOP OF RAILING TO BE

34"-36" ABOVE RAMP SURFACE

2'-

" M

IN

3'-

0" M

AX

1.90" O.D. RAILS AND POSTS

0.0833%

R = 4"

TOP OF

RAMP

12"

2'-

" M

IN

3'-

0 M

AX

12"

RAILING DETAILS

NOT TO SCALE

R = 4"

POWDER COATED STEEL

FLOOR FLANGE (TYP)

3/4" O.D. = NPS SIZE = 1.05" O.D. = ACTUAL SIZE

1 1/4" O.D. = NPS SIZE = 1.66" O.D. = ACTUAL SIZE

1 1/2" O.D. = NPS SIZE = 1.90" O.D. = ACTUAL SIZE

NPS = NOMINAL PIPE SIZE

RAMP HANDRAIL

1. ADJUSTABLE PEDESTALS SHALL BE MADE FROM COPOLYMER PLASTIC WITH A 1,250 POUND

SUPPORT CAPACITY AS MANUFACTURED BY BISON INNOVATIVE PRODUCTS, (800) 333-4234,

WWW.BISONIP.COM OR APPROVED EQUAL.

2. PROVIDE A MIXTURE OF BASE TYPES V1, V2, V3 AND V4 AS NEEDED TO PROVIDE FOR THE DECK TO

BE LEVEL ON THE EXISTING CONCRETE PATIO.

3. PROVIDE BASE LEVELERS, SHIMS AND JOIST SADDLES AS NEEDED FOR A COMPLETE SYSTEM.

REMOVE BASE TAPS FROM PEDESTAL TO INSTALL THE JOIST SADDLE.

2'-

" M

IN

3'-

0" M

AX

POWDER COATED STEEL

FLOOR FLANGE (TYP)

STAIR HANDRAIL

(TYP)

A2.01 RAMP HANDRAIL

(TYP)

A2.01

ADJUSTABLE PEDESTAL DETAILS

NOT TO SCALE

RAILING NOTES:

1. SEE SPECIFICATIONS FOR RAILING MATERIALS.

2. PROVIDE ALL WELDED CONNECTIONS. WELDS SHALL BE GROUND SMOOTH, AND SHALL NOT HAVE

ANY VOIDS OR SHARP EDGES.

3. RAILINGS SHALL BE 1.90" OD X 0.140” WT. PROVIDE UPPER AND MID-RAILS, AND SMOOTH RADIUS

BENDS AT ALL CORNERS, AS SHOWN ON THE PLANS.

4. PROVIDE ALL NEW RAILINGS WITH A POWDER COATED FINISH. COLOR SHALL BE BLACK.

5. RAILING HEIGHT SHALL BE AS SHOWN ON THE PLANS. MINIMUM PERMISSIBLE HEIGHT IS 2'-10”.

MAXIMUM PERMISSIBLE HEIGHT IS 3'-0”.

6. ALL RAILINGS SHALL HAVE WELDED FLOOR FLANGES FOR MOUNTING TO THE DECK.

Bison Innovative Products | 701 Osage Street, Unit 120, Denver CO 80204 USA | 800-333-4234 | www.bisonip.com

Model No. Description Range Notes

Pe d es ta ls

V1 Adjustable Pedestal 2-1/4” to 2-3/4” (57 to 70 mm)

V2 Adjustable Pedestal 2-3/4” to 3-3/4” (70 to 95 mm)

V3 Adjustable Pedestal 3-3/4” to 5-3/4” (95 to 146 mm)

V4 Adjustable Pedestal 5-3/4” to 9”

(146 to 229 mm)

VC2 Quick Clip Coupler Adds up to 4”

(102 mm) Insert VC2 into V4 base or another VC2 to reach up to 36” (914 mm)

Ta b s

VT18 VT316 Spacer Tab -- Select 1/8” (3.2 mm) or

3/16” (4.5 mm) Tab Width

A cc e ss o ri e s

VT18 VT316 Ultra Low Height Pedestal 1/8” (3.2 mm) --

HD25-18 HD25-316

HD50-18 HD50-316

HD75-18 HD75-316

Fixed Height Stackable Pedestals

1/4” (6 mm) 1/2” (13 mm) 3/4” (19 mm)

Stack up to 4

LO

Low Height

Adjustable Pedestal 1-1/4” to 2”

(32 to 51 mm) Supports 750 lbs (340 kg)

FoS:3 per Pedestal

B11 Flexible Shim 1/16” (1.5 mm) --

PS1 Rigid Shim 1/8” (3.2 mm) --

LD4 Base Leveler Adds 1/4” (6 mm) Stack up to 4 total to base of

Pedestals for 1/4” per foot (2%) slope compensation each

FS-1 Wood Tile Fastening Kit Fastens Wood Tiles to Adjustable Pedestals with long screw, and

HD50 or HD75 Fixed Height Pedestals with short screw

FS-12 FS-12-WT

12” Fastening Spline 3/16” (4.5 mm) Tab

Fastens Wood Tiles or Paver Trays to Adjustable Pedestals with long screw, and HD50 or HD75 Fixed Height Pedestals with short screw

JT Joist Top Attachment Adds 3/16” (4.5 mm) Works with 2x and 4x lumber on

Adjustable Pedestals

JS Joist Saddle Attachment Adds 1/2” (13 mm) Works with 2 x and 4 x lumber alone or on any Bison Pedestal

FIB Floating Insulation Base 12” x 12” x 11/16” (305 x 305 x 17 mm)

For use over roofing systems with 20 to 40 psi insulation

FFB Floating Foundation Base 12” x 12” x 1/4” (305 x 305 x 6 mm) For use over soil

SPECIFICATIONS

HD75 + 2 LD4

(3/4")

LO + 2 LD4

(1-1/4" to 2")

V1 (2-1/4" to 2-3/4")

V2 (2-3/4" to 3-3/4")

V3 (3-3/4" to 5-3/4")

V4 (5-3/4" to 9")

V4 + VC2

(9" to 13")

IMPORTANT: Refer to Versadjust product specifications to ensure proper use and installation. For more information visit www.bisonip.com.

HD50 + 2 LD4

(1/2")

FIXED HEIGHT PEDESTALS ADJUSTABLE PEDESTALS

SEPTEMBER 8, 2026, 11