Evans Town Park Pavilion Restoration_Bid Drawings_09.15.2026-Stamped.pdf

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DATE:

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DRAWN BY:

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PROJECT#:

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COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

G000

INDEX

260157.00

09.16.2026

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BID DOCUMENTS

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TOWN OF EVANS

PAVILION RECONSTRUCTION

EVANS TOWN PARK

FISHER Project No. 260517-00

8966 LAKE SHORE ROAD, ANGOLA, NY 14006

DRAWING LIST:

G000 COVER SHEET

L101 DEMOLITION PLAN

L201 LAYOUT, MATERIALS AND GRADING PLAN

L401 PAVILION ELEVATIONS & REFLECTED CEILING PLAN

L501 SITE DETAILS

L502 SITE SECTIONS

L601 SPECIFICATIONS

PROJECT LOCATION:

PROJECT SITE

GENERAL NOTES

1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE,

AND FEDERAL CODES AND REGULATIONS IN A PROFESSIONAL MANNER.

2. CONTRACTOR AND THEIR STAFF TO BE EXPERIENCED PROFESSIONALS SKILLED

IN THEIR TRADES, KNOWLEDGEABLE OF THE DOCUMENTS AND CONSTRUCTION

SEQUENCE, AND CAPABLE OF PRODUCING A HIGH QUALITY PROJECT FOR THE

OWNER.

3. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AT THE

PROJECT SITE AS DESCRIBED IN THE DRAWINGS. ANY DISCREPANCIES THAT

WILL ALTER OR IMPEDE THE DESIGN SHALL BE BROUGHT TO THE ATTENTION OF

THE OWNER AND LANDSCAPE ARCHITECT.

4. DO NOT SCALE BY MEASURING DRAWINGS.

5. CONTRACTOR TO CLEAN AND PICK-UP PROJECT SITE AT THE COMPLETION OF

EACH WORK DAY TO LEAVE AREA IN AN ORDERLY MANNER.

6. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES.

7. PAVILION STRUCTURE & ELECTRICAL WORK TO BE DELEGATED DESIGN BY

CONTRACTOR. PAVILION MATERIALS & LIGHT FIXTURES AND PROPOSED

LOCATIONS PROVIDED FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE

ELECTRICAL DESIGN TO ENSURE WORK IS IN ACCORDANCE WITH LOCAL, STATE

AND FEDERAL CODES AND TO SECURE PERMITS FOR CONSTRUCTION.

CONSULTANT:

FISHER ASSOCIATES

1001 W. SENECA STREET, SUITE 201

ITHACA, NY 14850

PAVILION ELEVATION (NOT TO SCALE)

NORTH

LAKE SHORE RD.

LA

KE SHORE RD. LAKE ST.

IROQUOIS ST.

IROQUOIS ST.

MERGENHAGEN RD.

WATERMAN RD.

ALTERNATES:

ALTERNATE 1:CONCRETE RAMP & HANDRAILS

ALTERNATE 2: CABLE WIRE INFILL RAILING

ALTERNATE 3: STANDING SEAM METAL ROOF

EXISTING PAVILION STRUCTURE TO BE SALVAGED.

REFER TO PAVILION NOTES ON SHEET L401.

EXISTING CONCRETE PIERS AT PAVILION

COLUMNS TO REMAIN AND BE

PROTECTED, TYP.

EXISTING I-BEAM SUPPORTS

TO REMAIN AND BE

PROTECTED, TYP.

EXISTING PLANTER WALLS TO

REMAIN AND BE PROTECTED,

TYP.

EXISTING BOULDERS TO REMAIN AND BE PROTECTED

EXISTING CONCRETE WALL AND PAVILION

POST BASES TO REMAIN AND BE

RESTORED. REFER TO NOTES.

I-BEAM FOUNDATION CONCRETE TO BE GROUND DOWN BY 1" MIN.

HIGH BOND CONCRETE SURFACE SKIM COAT TO BE APPLIED WITH

BROOM FINISH TO MATCH PROPOSED CONCRETE PAVEMENT.

ALTERNATE #1:

CONCRETE RAMP

AND HANDRAILS

EXISTING CONCRETE WALL TO BE RESTORED.

REFER TO NOTES.

EXISTING TRENCH DRAIN AND

ASSOCIATED UNDERDRAIN TO

REMAIN AND BE PROTECTED

EXISTING SWING SUPPORTS TO BE REMOVED AND DISPOSED

DEMOLITION LEGEND

KEY MATERIAL DETAIL

CONCRETE PAVEMENT TO BE REMOVED

ALTERNATE #1 - CONCRETE RETAINING WALL TO BE REMOVED

TREE PROTECTION FENCE

CONSTRUCTION FENCE

SILT FENCE

DRAIN INLET PROTECTION

HANDRAILS OR FENCES TO BE REMOVED

SAWCUT PAVEMENT

CONTRACT LIMIT LINE

NORTH

GENERAL SHEET NOTES - DEMO

0 10' 20'

Scale: 1" = 10'-0"

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DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

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PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L101

DEMOLITION PLAN

260157.00

09.16.2026

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BID SUBMISSION

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1. CONSTRUCTION FENCING TO BE INSTALLED AS NECESSARY TO PROTECT PEDESTRIANS, CONTROL

VEHICULAR TRAFFIC AND PROTECT ON-SITE CONSTRUCTION MATERIALS.

2. PROVIDE SEDIMENTATION CONTROLS AT ALL EXISTING CATCH BASINS AFFECTED BY NEW

CONSTRUCTION. SEE CIVIL EROSION AND SEDIMENT CONTROL PLANS AND SPECS.

3. PROTECT ALL SURFACE AND SUBSURFACE UTILITIES TO REMAIN DURING DEMOLITION WORK.

4. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING FENCES SHALL BECOME CONTRACTOR'S

PROPERTY AND REMOVED FROM SITE, UNLESS NOTED OTHERWISE. OWNER TO RESERVE RIGHT OF

FIRST REFUSAL ON ALL DEMOLISHED MATERIAL.

5. PROTECT BENCHMARKS.

6. ALL FEDERALLY ENDANGERED SPECIES THAT OCCUR IN NEW YORK STATE ARE AFFORDED

ENDANGERED STATUS UNDER THE NEW YORK ENDANGERED SPECIES LAW AND ITS IMPLEMENTING

REGULATIONS. CONTACT THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TO FIND OUT IF

THIS AREA HAS ANY FEDERALLY ENDANGERED SPECIES TO BE PROTECTED SUCH AS THE NORTHERN

LONG-EARED BAT.

WALL RESTORATION NOTES:

1. CONTRACTOR TO REPAIR ANY CRACKS OR VOIDS IN WALLS. REMOVE EXISTING PAINT FOR A SMOOTH SURFACE. PRIME AND PAINT WALL WHITE, WITH PAINT SHEEN TO MATCH ADJACENT EXISTING WALL.

TREE & SOIL PROTECTION NOTES:

1. UTMOST CARE MUST BE TAKEN TO MINIMIZE DAMAGE TO THE EXISTING TREE TO REMAIN.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ALL DAMAGED TREES PER

SPECIFICATIONS.

2. DISTURBANCE WITHIN THE TREE PROTECTION AREAS MUST BE KEPT TO A MINIMUM. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR STORE ANY MATERIALS, EQUIPMENT OR VEHICLES WITHIN

AREAS PROTECTED BY THE TREE AND SOIL PROTECTION FENCE.

3. IN AREAS WHERE ROOTS OF EXISTING TREES TO REMAIN NEED TO BE REMOVED IN ORDER TO INSTALL PAVEMENTS OR UTILITIES, ROOTS TO BE PRUNED BY A QUALIFIED ARBORIST. ARBORIST

ALSO TO THIN/ REDUCE TREE CANOPY IN PROPORTION TO EXTENT OF ROOT PRUNING.

4. WHERE SITE GRADING NECESSITATES FIELD WORK WITHIN THE TREE AND SOIL PROTECTION ZONE

AND CANNOT BE AVOIDED, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND TAKE

PROTECTIVE MEASURES IN ACCORDANCE WITH WRITTEN SPECIFICATIONS.

5. CONTRACTOR TO BE RESPONSIBLE FOR MOWING & LAWN MAINTENANCE FOR ANY EXISTING TURF TO

REMAIN WITHIN CONTRACT LIMIT LINE DURING THE CONSTRUCTION PERIOD.

C4

L501

EXISTING UNDERDRAIN

SEE DEMOLITION PLAN

EXISTING I-BEAM SUPPORT

EXISTING CONCRETE FOOTING

FOR I-BEAM SUPPORT

(586)

(586)

(586)

(585)

(583)

(582)

(586)

(585)

(581)

(581)

PROPOSED BUILDING OVERHEAD

GUARDRAIL, TYP.

HANDRAIL, TYP

ALTERNATE #1:

CONCRETE RAMP

AND HANDRAILS

E

E

E

E

16.17

1.00

30.39

7.69 31.75

1.00

27.55

4.73

+/- 74

+/- 28

5.005.00

5.00

5.00

SCORE JOINT, TYP.

C1

A1

GUARDRAIL

GUARDRAIL

1.99%MAX

7.99%

MAX

7.99%

MAX

1.99%MAX

1.00%MIN.

TIE INTO EXISTING

(+/- 581.92)

TIE INTO EXISTING

(BW +/- 585.56)

TIE INTO EXISTING

(+/- 581.92)

585.35

TIE INTO EXISTING

(+/- 585.37)

585.25

585.25

585.26

EXISTING TRENCH DRAIN

RIM EL: (585.20)

585.24

585.24

PAVEMENT ELEVATION TO

MATCH EXISTING TOP OF WALL

ELEVATION (+/- 585.00)

(TW 587.60)

BW 581.95

TW 587.60

BW 584.90

TW 587.60

BW 583.70

(TW +/- 585.10)

BW 583.43

TW 587.60

BW 582.05

TW 587.60

(BW +/- 585.84)

TW 587.60

BW 585.00

585.28

(586)

(586)

(586)

(585)

(583)

(582)

(586)

(585)

(581)

(581)

TW 587.60

(BW +/- 584.84)

TOP OF PROPOSED WALL TO BE FLUSH

WITH EXISTING WALL TO REMAIN. VERIFY

TOP OF WALL ELEVATION IN FIELD

TOP OF PROPOSED WALL TO BE FLUSH

WITH EXISTING WALL TO REMAIN.

VERIFY TOP OF WALL ELEVATION IN

FIELD

GRADING IN THIS AREA SHALL

ALLOW FOR POSITIVE

DRAINAGE.

GRADING IN THIS AREA SHALL

ALLOW FOR POSITIVE

DRAINAGE.

TW 587.60

BW 585.08

ALTERNATE #1:

CONCRETE RAMP

AND HANDRAILS

TW 587.60

BW 583.50

TW 587.60

BW 583.65

1.99%MAX

TW 587.60

BW 582.05

TIE INTO EXISTING

(+/- 585.49)

TIE INTO EXISTING

(+/- 585.29)

TIE INTO EXISTING

(+/- 585.04)

DEMO LEGEND

KEY MATERIAL DETAIL

MEDIUM DUTY CONCRETE

RESURFACED CONCRETE, REFER TO SHEET L101

CONCRETE RETAINING WALL

GUARDRAIL

HANDRAIL

ELECTRICAL OUTLET, REFER TO ELECTRIC NOTES ON SHEET L401

CONTRACT LIMIT LINE

GENERAL SHEET NOTES - LAYOUT AND MATERIALS

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DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

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PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L201

LAYOUT,

MATERIALS, &

GRADING PLANS

260157.00

09.16.2026

JF

BID SUBMISSION

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1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON SITE PRIOR TO

EXCAVATION.

2. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION.

3. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT ANY DISCREPANCIES TO

LANDSCAPE ARCHITECT BEFORE PROCEEDING.

4. DO NOT SCALE FROM MEASURING DRAWINGS.

5. WALKS, DRIVES AND WALLS TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR.

6. LAYOUT DIMENSIONS AND RADII TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS OTHERWISE

NOTED.

7. PAVILION DIMENSIONS AND DESIGN PROVIDED FOR REFERENCE. PAVILION STRUCTURAL ELEMENTS PAVILION ARE

DELEGATED DESIGN AND TO BE CONSTRUCTED ACCORDING TO LOCAL AND NYS BUILDING CODE AND PERMITTED WITH

THE TOWN OF EVANS PRIOR TO INSTALLATION. REFER TO SHEET L401

SCORING NOTES:

1. SCORING SHOWN IS INTENDED TO MINIMIZE CRACKING AT RADIUS INTERSECTIONS.

2. WHERE POSSIBLE, RADIUS FLARES SHALL BE INCORPORATED INTO LARGER POURS TO MINIMIZE ACUTE ANGLES.

3. TYPICAL SCORING IS TO CREATE EQUAL SQUARES WHERE POSSIBLE, I.E. SPACING IS EQUAL TO WIDTH OF WALK.

4. ALL CONSTRUCTION JOINTS SHALL BE REINFORCED WITH DOWELS PER DETAIL.

5. INSTALL EXPANSION JOINTS EVERY 34' MAX IN CONCRETE PAVEMENT AND IN AREAS WHERE CONCRETE ABUTS CURBS OR

OTHER FIXED OBJECTS.

6. PRE-POUR MEETING THAT INCLUDES CONTRACTOR, OWNER, LANDSCAPE ARCHITECT AND ENGINEER TO OCCUR.

NORTH

0 10' 20'

Scale: 1" = 10'-0"1" = 10'

LAYOUT AND MATERIALS PLANC1

GENERAL SHEET NOTES - GRADING

1. ALL EXISTING STRUCTURES ARE TO REMAIN UNLESS NOTED OTHERWISE. FENCING, TREES, ETC. WITHIN CONSTRUCTION

AREA SHALL BE REMOVED & DISPOSED OF OFF SITE, UNLESS NOTED OTHERWISE.

2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.

3. GRADE AROUND EXISTING TREES TO BE MINIMIZED.

4. MINIMIZE IMPACTS TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO BE TAKEN TO AVOID

DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT. IF TREE ROOTS GREATER THAN 2" IN DIAMETER ARE DISCOVERED DURING EXCAVATION, CONTRACTOR SHALL CONSULT A LICENSED ARBORIST AND NOTIFY LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK.

8. PROVIDE PNEUMATIC EXCAVATION OR HAND DIG FOR WORK WITHIN DRIP LINES OF TREES TO REMAIN.

9. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BE ADJUSTED TO MEET

PROPOSED GRADES.

10. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS EXISTING SITE.

11. SEE LAYOUT AND MATERIALS PLAN FOR PROPOSED UTILITIES.

NORTH

0 10' 20'

Scale: 1" = 10'-0"1" = 10'

GRADING PLANA1

GRADING LEGEND

XXX.XX

EXISTING CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED CONTOUR

CONTRACT LIMIT LINE

UNDERDRAIN

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

SLOPE

TW= TOP OF WALL

BW= BOTTOM OF WALL

GRADE BREAK LINE

(XXX.XX)

(101)

6.35%

E

C3

L501

A1/A3

L501

B1

L501

E W

Scale: 1/4"=1'-0"

PAVILION NORTHWEST ELEVATIONA1

Scale: 1/8"=1'-0"

PAVILION REFLECTED CEILING PLANB4

Scale: 1/4"=1'-0"

PAVILION NORTHEAST ELEVATIONA4

E W

2'-6"

TYP.

'-0

EX

IS

T.

A

B

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DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L401

PAVILION

ELEVATIONS &

CEILING PLAN

260157.00

09.16.2026

JF

BID DOCUMENTS

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PREFINISHED FIBER-CEMENT

BOARD LAP SIDING

1"x8" PREFINISHED FIBER-CEMENT

BOARD FASCIA, TYP.

CUPOLA WITH PREFINISHED FIBER-CEMENT BOARD

SIDING, ACCENT WINDOW & INTERIOR LIGHTING

CUSTOM FABRICATED STEEL WEATHER VANE WITH

EVANS PARK LOGO

RECESSED LIGHTING (SEE NOTES) PREFINISHED FIBER-CEMENT BOARD

TONGUE AND GROOVE CEILING

EXISTING BEAMS, TYP

BASE BID: ASPHALT SHINGLE ROOF

ALTERNATE 3: STANDING SEAM METAL ROOF

PRESERVE EXISTING

STRUCTURE TO THE

EXTENT POSSIBLE

+/- 58'-0" V.I.F.

2'-6"

TYP.

PRESERVE EXISTING POST

FOUNDATIONS, POINT, PARGE

AND REPAINT ALL CONCRETE

FOUNDATIONS & WALLS IN

PROJECT AREA

+/-19'-6" V.I.F.

PAVILION NOTES:

1. DELEGATED DESIGN – EXISTING PAVILION RESTORATION:

a. Provide complete delegated design and construction of the restoration and improvements to the existing pavilion in accordance with the design elevations and details provided in the Contract Documents. Contractor shall field verify existing conditions and shall be responsible for developing all necessary shop drawings, connection details, material requirements, and other delegated-design documents required to complete the work.

2. GENERAL:

a. Contractor shall include all labor, materials, equipment, temporary protection, demolition, disposal, repairs, modifications, and incidental work required to provide a complete and finished pavilion restoration consistent with the design elevations and Contract Documents. Contractor shall coordinate delegated design with all applicable architectural, structural, electrical, and site work. All delegated-design documents and material submittals shall be provided to the Design Professional for review prior to fabrication or construction.

3. EXISTING STRUCTURE:

a. Contractor shall inspect and evaluate existing pavilion footings, framing, and structural components prior to construction. Reuse existing footings and structural framing to the maximum extent practicable, provided such components are determined to be structurally adequate for the proposed improvements. Contractor shall coordinate any required repairs, reinforcement, modifications, or replacement of existing structural components with the delegated design. Do not remove or abandon existing footings or structural components without approval of the Owner and Design Professional.

4. EXTERIOR FINISHES:

a. Restore and modify the pavilion to generally conform to the design elevations provided. Gable-end siding shall be pre-finished fiber-cement lap siding (Hardie Board or approved equal). Provide all required trim, flashing, corner boards, frieze boards, soffits, fascia, and other accessories necessary for a complete installation and to achieve the appearance shown in the Contract Documents. Colors and finishes shall be selected to match the design elevations.

5. ROOFING – BASE BID:

a. Provide new asphalt shingle roofing over the pavilion roof, including underlayment, ice and water protection, flashing, drip edges, ridge/hip components, ventilation, fasteners, and all associated accessories required for a complete and watertight roofing system.

6. ROOFING – ALTERNATE:

a. Provide an alternate price for standing-seam metal roofing in lieu of the asphalt shingle roofing specified in the Base Bid. Alternate shall include all associated underlayment, clips, fasteners, flashing, trim, closures, snow and ice protection, and other components required for a complete and watertight standing-seam metal roofing system.

7. SHOP DRAWINGS AND MATERIAL SAMPLES:

a. Contractor shall provide shop drawings, product data, finish samples, and material samples for all proposed exterior finish materials and other items requiring delegated design or material selection. Submittals shall include, but not be limited to, roofing systems, siding, trim, soffits, fascia, flashing, and other exterior architectural finishes. Provide samples sufficiently representative of the proposed product, color, texture, profile, and finish for review and approval by the Design Professional prior to fabrication or installation.

8. PERMITS AND MUNICIPAL COORDINATION:

a. Contractor shall be responsible for coordinating with the municipality and all applicable authorities having jurisdiction to determine and obtain all permits, inspections, approvals, and other authorizations required for the work. Contractor shall include all associated permit application requirements, fees, inspections, and coordination necessary to obtain such approvals. Contractor shall schedule required inspections and provide documentation of approvals to the Owner and Design Professional.

9. ACCESSIBILITY:

a. Bring accessible routes, entrances, and activity areas into compliance with current ADA requirements. Verify slopes, thresholds, clearances, and accessible connections to adjacent walks. Provide accessible seating/activity areas where applicable.

ELECTRICAL NOTES:

1. DELEGATED LIGHTING DESIGN:

a. Provide complete delegated design of the pavilion lighting system by a qualified lighting/electrical professional. Lighting layout, fixture type, quantity, optics, mounting, controls, wiring, conduit, and circuiting shall be coordinated to provide a minimum average maintained illumination level of 20 footcandles at the finished floor throughout the occupied pavilion area. Submit lighting calculations demonstrating compliance with the specified illumination level and uniformity requirements prior to installation.

b. Provide dimmable LED lighting fixtures suitable for the exterior, open-sided pavilion environment and listed for the applicable wet-location requirements. Fixtures shall provide a warm, comfortable light appropriate for an evening waterfront gathering space, with a color temperature of 3000K maximum and CRI of 90 or greater. Light shall be visually comfortable and shall minimize glare, harsh shadows, and excessive light spill beyond the pavilion. Provide consistent color temperature among all fixtures.

c. Provide a dimmer/control system located within a watertight, lockable enclosure. Lighting controls shall include a photocell and programmable time clock to provide automatic dusk-to-dawn and scheduled operation, with manual override capabilities.

Coordinate control operation with the Owner.

d. Final fixture selection and layout shall be based on the delegated lighting design and shall not reduce the required illumination level or interfere with the architectural character, structural system, or other building systems.

2. ELECTRICAL WORK:

a. Include all wiring, conduit, junction boxes, connections, supports, fittings, terminations, controls, and other electrical components required for a complete and operational lighting system. Contractor shall coordinate all electrical work, service connections, routing, and control requirements with the Owner prior to installation. Provide all trenching, backfill, and restoration associated with underground electrical work.

3. SUBMITTALS:

a. Provide product data and shop drawings for all lighting fixtures, controls, electrical assemblies, and the watertight lockable enclosure for Owner review and approval prior to procurement and installation. Submittals shall demonstrate that proposed products are suitable for the exterior, open-sided pavilion environment and applicable wet-location conditions, and shall identify fixture color temperature, CRI, lumen output, distribution, dimming compatibility, and wet-location listing.

4. PERMITS AND INSPECTIONS:

a. Contractor shall obtain and pay for all permits, inspections, fees, and approvals required by the applicable authorities having jurisdiction for the complete electrical and lighting installation. All work shall comply with the applicable requirements of the current adopted electrical code and other applicable codes and standards.

Scale: 1"=1'-0"

MEDIUM DUTY CONCRETE C3

CONCRETE

6 x 6 - W2.9 x W 2.9 WELDED WIRE MESH.

FLAT SHEETS SET ON CHAIRS.

COMPACTED SUBGRADE

NOTES:

1. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES

2. CONTRACTOR TO PROVIDE MATERIAL INFORMATION AND

DATA MEETING NYSDOT REQUIREMENTS FOR APPROVAL.

WIDTH AS SHOWN ON PLAN

CROSS SLOPE AS SHOWN

ON GRADING PLAN

5" 8"

3"

COMPACTED SUBBASE

Scale: 1"=1'-0"

CONCRETE JOINTSB4

2" M

IN

. C

LR

SPECIFIED JOINT FILLER

1/2" x 24" DOWEL W/ PLASTIC

SLEEVE AT 18" O.C.

CONCRETE PAVEMENT, DEPTH

VARIES.HAUNCH CONCRETE AS

NECESSARY TO ACHIEVE

MINIMUM CLEARANCE

SUBBASE

COMPACTED SUBGRADE

1" DEEP TOOL JOINT (TJ) W/ 14"

RADIUS

SPECIFIED REINFORCEMENT

EXPANSION JOINT (EJ) &

CONSTRUCTION JOINT (CJ)

TOOL JOINT

(TJ)

BACKER ROD

2" DEEP SEALANT

NOTES:

1. SEE PLANS FOR LOCATION AND TYPE OF SCORE JOINTS.

2. BROOM PERPENDICULAR TO LINE OF TRAFFIC.

WIDTH AS SHOWN ON PLAN

TOOLED EDGE AROUND EACH SCORE JOINT

AND EACH EXPANSION JOINT

W

ID

TH

A

S

SH

OW

N

ON

P

LA

N

Scale: 3/4"=1'-0"

CONCRETE SIDEWALK BROOM FINISHB3

MEDIUM BROOM FINISH. BROOM

PERPENDICULAR TO LINE OF TRAFFIC.

Scale: 1"=1'-0"

BASE BID: GUARDRAIL WITH WELDED WIRE MESH INFILLA1

1/4" x 4" SQ SS PLATE, POWDER COATED WHITE, MOUNTED WITH (2) 1/2"X4" LAG BOLTS, TYP

3-3/4" SQ. SS WELDED WIRE MESH SECURED WITH TIGHT FITTING

NON CORROSIVE POLYFILM BARRIER AT EDGE, TYP.

EXISTING STRUCTURE

2" x 2" ALUMINUM FRAME, POWDER COATED WHITE

EXISTING GRADE

33 4"

3'- 6"

4"

MAX

ALL OPENINGS SHALL BE

LESS THAN 4"

NOTES:

1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.

2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.

3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH

4. EXPANSION JOINTS TO BE LOCATED IN RAILS SPACED 18' MIN.

1/4" x 4" SQ SS PLATE, POWDER COATED WHITE, MOUNTED WITH (4) 1/2"X4" EPOXY MOUNTED BOLTS, TYP

1" ALUMINUM C-CHANNEL FRAME TO ACCEPT WELDED

WIRE MESH, POWDER COATED WHITE

3'-0"

NOTES:

1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.

2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.

3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH.

4. EXPANSION JOINTS TO BE LOCATED IN HANDRAIL SPACED 18' MIN.

3"

8"

3' -0

8"

5'-0" MAX. (SEE PLANS)

TOP OF

RAMP

BOTTOM

OF RAMP

1 1/2" OD SS

SCHED 80 TOP RAIL

1 1/2" OD SS

SCHED 80 POST

CORE AND GROUT

INTO CONCRETE

DOME GROUT FOR

DRAINAGE AWAY

FROM POST

WALL FACE

1'-0" MIN. 1'-0" MIN.

5'-0" MAX. (SEE PLANS) 5'-0" MAX. (SEE PLANS)R 12"

R 1 2"

Scale: 1"=1'-0"

RAMP HANDRAILB1

NOTES:

1. CONTRACTOR TO VERIFY MEASUREMENTS IN FIELD.

2. SUBMIT SHOP DRAWINGS PRIOR TO RAIL MANUFACTURING.

3. WELDS SHALL BE CONTINUOUS, GROUND SMOOTH

4. EXPANSION JOINTS TO BE LOCATED IN RAILS SPACED 18' MIN.

67MM SS CLEVIS WITH INTERNAL THREAD

Scale: 1"=1'-0"

ALTERNATE 2: GUARDRAIL WITH CABLE RAIL INFILL A3

5MM SS CABLE, 4" O.C.

1" x 1/4" FLAT SS ANGLE, DRILL TO ACCEPT CLEVIS, MOUNTED TO WALL WITH EPOXY ANCHORS 12" O.C.

EXISTING STRUCTURE

EXISTING GRADE

2" x 6" PRESSURE TREATED SOUTHERN YELLOW PINE

TOP RAIL, MOUNTED TO ANGLE MOUNTING PLATE WITH

SS SCREWS

3'- 6"

4" M

AX

EQ

S P

1/4" x 1" x 4" SS ANGLE MOUNTING PLATE, POWDER

COATED WHITE

1/4" x 4" SS INTERMEDIATE POST, POWDER COATED

WHITE

Scale: 1"=1'-0"

SILT FENCEC4

NOTES:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POST WITH WIRE TIES OR STAPLES.

2. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"

AT TOP AND MID SECTION.

3. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER, OVERLAP BY 6" AND FOLD.

4. PERFORM MAINTENANCE AS NEEDED AND REMOVE SILT WHEN BULGES DEVELOP IN THE SILT FENCE.

2" HARDWOOD FENCE POST @ 8'-0" O.C.

WOVEN WIRE FENCE (MIN. 14-1/2" GAUGE WITH

6" MESH SPACING) WITH FABRIC OVER

FILTER FABRIC: MIRAFI 100X ENVIROFENCE OR

APPROVED EQUAL

COMPACTED SOIL. BURY BOTTOM 12"

OF FABRIC.

1' -8

" M

IN

1'

-4 " M

IN

6"

6"

GRADE

SEDIMENT BUILDUP

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

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PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L501

SITE DETAILS

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PROPOSED CONCRETE RETAINING WALLS

POWDER COATED 1-1/2" DIA. SS HANDRAIL

TOP OF WALL EL: 570.60

BOTTOM OF WALL EL: (+/-585.90)

EL: 584.40

EL: 582.72

TOP OF WALL EL: (+/-587.60)

EXISTING RETAINING WALL AND

WOOD GUARDRAIL BEYOND. TIE

INTO EXISTING ADJACENT WALLS

WITH 12" X 18" SS DOWELS

GREASED ON ONE END AT 18" O.C.

EXISTING RETAINING WALL

EXISTING GRADE EL: (+/- 582)

TOP OF WALL EL: 570.60

MEDIUM DUTY CONCRETE RAMP

EXISTING GRADE

PROPOSED CONCRETE

RETAINING WALL BEYOND

SUBBASE

4500 PSI CONCRETE FOOTER

WITH REINFORCEMENT

EXISTING CONCRETE FOOTER,

V.I.F.

POWDER COATED GUARDRAIL

Scale: 3/8"=1'-0"

RAMP CROSS SECTIONC1

EXISTING GRADE

EXISTING PLANTER WALL

EXISTING CONCRETE PIER

PROPOSED PAVILION, REFER TO SHEET L401

EXISTING PAVEMENT AND SUBBASE, V.I.F

EL: 585.37TIE INTO EXISTING EL: (+/-585.00) 1.99% MAX.

1.00% MIN.

EXISTING CONCRETE PIER

BEYOND

EXISTING RETAINING WALL

EXISTING RETAINING WALL,

BEYOND

EXISTING GRADE EL: (+/- 582)

TOP OF WALL EL: (+/-587.60) TOP OF PIER EL: (+/-587.60)

Scale: 3/8"=1'-0"

PAVILION CROSS SECTIONA1

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L502

SITE SECTIONS

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A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L601

NOTES &

SPECIFICATIONS

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SITE CLEARING AND DEMOLITION SPECIFICATIONS:

CALL 811 OR CONTACT THE APPROPRIATE LOCAL AGENCIES TO LOCATE EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

PROTECT EXISTING UTILITIES THROUGHOUT THE CONSTRUCTION PROCESS AND REPAIR ANY DAMAGE TO THESE AT NO COST TO THE

OWNER.

1.0 SITE CLEARING AND DEMOLITION

1.1 TREE PROTECTION

A. Do not store construction materials, debris, or excavated material within drip line of remaining trees.

B. Do not permit vehicles, equipment, or foot traffic within drip line of remaining trees.

C. Do not excavate within drip line of trees, unless otherwise indicated.

D. Where excavation for new construction is required within drip line of trees, hand clear and excavate to minimize damage to root systems. Use narrow_tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possible.

1. Cover exposed roots with burlap and water regularly.

2. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil.

E. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Landscape Architect.

1. Employ a qualified arborist, licensed in jurisdiction where project is located, to submit details of proposed repairs and to repair damage to trees and shrubs.

2. Replace trees that cannot be repaired and restored to full growth status.

1.2 CLEARING AND GRUBBING

A. Remove obstructions, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots.

1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated.

2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction.

3. Completely remove stumps, roots, obstructions, and debris extending to a depth of 18 inches (450 mm) below exposed subgrade.

4. Use only hand methods for grubbing within drip line of remaining trees.

B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated.

1. Place fill material in horizontal layers not exceeding 8_inch (200_mm) loose depth, and compact each layer to a density equal to adjacent original ground.

1.3 TOPSOIL STRIPPING

A. Remove sod and grass before stripping topsoil.

B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials.

1. Remove subsoil and nonsoil materials from topsoil, including trash, debris, weeds, roots, and other waste materials.

C. ReStockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water.

Cover to prevent windblown dust.

1. Limit height of topsoil stockpiles to 72 inches.

2. Do not stockpile topsoil within tree protection zones.

3. Dispose of excess topsoil as specified for waste material disposal.

4. Stockpile for re-use on site.

CONCRETE SPECIFICATIONS:

A. MATERIALS

1. CONCRETE MIXTURES

Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal-weight concrete determined by either laboratory trial mixes or field experience.

Contractor to engage a qualified independent testing agency for preparing and reporting proposed concrete mixture designs for the trial batch method.

Proportion mixtures to provide normal-weight concrete with the following properties:

· Compressive Strength (28 Days): 4500 psi (27.6 MPa).

· Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45.

· Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm).

Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight concrete at point of placement.

Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement.

Chemical Admixtures: Use admixtures according to manufacturer's written instructions.

· Use high-range, water-reducing and retarding admixture in concrete, as required, for placement and workability.

· Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement according to ACI 301 requirements as follows:

· Fly Ash or Pozzolan: 25 percent.

· Ground Granulated Blast-Furnace Slag: 50 percent.

· Combined Fly Ash or Pozzolan, and Ground Granulated Blast-Furnace Slag: 50 percent, with fly ash or pozzolan not exceeding 25 percent.

2. CONCRETE REINFORCEMENTS AND MATERIALS

Galvanized Steel Welded Wire Reinforcement: ASTM A 1064, fabricated from as-drawn steel wire into flat sheets and galvanized per ASTM A 641

Fiber reinforcement: Synthetic Fiber: Macro-synthetic fibers shall be manufactured specifically for the reinforcement of concrete and be in accordance with ASTM 1116, Class III. Fibers shall provide temperature and shrinkage reinforcement, provide moderate benefits to reduce cracking, and increase toughness of concrete.

· Fibers shall be grey color, virgin polypropylene/co-polymer blend, 2” minimum length, and designed for broom finished concrete and be designed to take the place of traditional 6 x 6, W 2.9 W2.9 mesh. Use at minimum 4 pounds / cubic yard. Micro-synthetic and cellulose fibers shall not be permitted. Fiber reinforcement manufacturer shall provide representative for first placement (pre-pour, on-site, or at ready-mix plant) as required.

Reinforcement Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

Epoxy-Coated Reinforcement Bars: ASTM A 775; with ASTM A 615, Grade 60 (Grade 420), bars

Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

3. SUBBASE

NYSDOT Type 2, naturally or artificially graded crushed ledgerock which is sound, durable, and free of organic and other deleterious materials conforming to NYSDOT Item 304.12.

4. SEPARATION FABRIC

Provide a woven or nonwoven fabric consisting of continuous chain polymeric filaments or yarns of polyester; similar to Mirafi 500X; with the following certifiable property values:

PropertyMinimum ValueTest MethodPuncture Strength90 lbs.ASTM D 6241Mullen Burst Strength400 psiASTM D 3786Grab Tensile Strength200 lbs.ASTM D 4632Equivalent Opening Size (sieve)40US Std. Sieve

B. EXECUTION

SUBBASE

· Place subbase course on subgrades free of mud, frost, snow, or ice.

· On prepared subgrade, place subbase course under pavements and walks as follows:

· Delete two subparagraphs below if not applicable.

· Install separation geotextile on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends.

· Place subbase course material over subgrade under concrete pavement.

· Shape subbase course to required crown elevations and cross-slope grades.

· Place subbase course 6 inches (150 mm) or less in compacted thickness in a single layer.

· Place subbase course that exceeds 6 inches (150 mm) in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches (150 mm) thick or less than 3 inches (75 mm) thick.

· Compact subbase course at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D 1557.

FORMWORK

· Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

· Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

· Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement.

· Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.

Install keyways, reglets, recesses, and the like, for easy removal.

Do not use rust-stained steel form-facing material.

GUARDRAIL SPECIFICATIONS:

A. MATERIALS

1. ALTERNATE 1: GUARDRAIL WITH WELDED WIRE MESH INFILL

Provide architectural welded wire mesh infill panels for aluminum railing system. Provide white powder-coated aluminum railing components with mesh infill. Mesh shall be suitable for exterior pedestrian guardrail applications and compatible with railing system.

PRODUCTS:

· MANUFACTURER: Sightline Commercial Solutions (or approved equal - custom fabrication is permitted)

· FRAME MATERIALS: Aluminum

· FRAME FINISH: Powder coated White

· TOP RAIL & FRAME: 2"X2" extruded aluminum tube

· PANEL SIZE: Refer to Drawings

· INFILL: Welded wire mesh - 4"x4" maximum opening per NYS Building Code

· INFILL MATERIAL: 316 Stainless Steel

· Mesh shall be clean, uniform, and free of stains, discoloration, sharp projections, or other defects visible at normal viewing distance.

· Install per manufacturer's instructions.

2. ALTERNATE 2: GUARDRAIL WITH CABLE RAIL INFILL

Provide architectural cable rail mesh infill system for aluminum railing system. Provide white powder-coated aluminum railing components with mesh infill.

Mesh shall be suitable for exterior pedestrian guardrail applications and compatible with railing system.

PRODUCTS:

· MANUFACTURER: Jakob Railing Systems (or approved equal - custom fabrication is permitted)

· INFILL: 3/16" SS Cable w/ compatible mounting hardware, including but not limited to clevis, tensioner, grommets

· FRAME MATERIALS: Steel

· FRAME SIZE: Refer to Drawings

· FRAME FINISH: Powder coated White

· TOP RAIL: 2"X6" PT Southern Yellow Pine

· INFILL: shall be clean, uniform, and free of stains, discoloration, sharp projections, or other defects visible at normal viewing distance.

· Install cable per manufacturer's instructions.

B. PERFORMANCE

· Provide a complete railing assembly capable of resisting the applicable loads required by the New York State Building Code.

· Guardrail system shall resist a minimum 200-pound concentrated load applied at any point along the top rail.

· Guardrail system shall resist a minimum 50 pounds per linear foot uniform load applied to the top rail.

· Contractor shall provide engineering documentation for any proposed modification, substitution, alternate post spacing, or configuration not specifically covered by the manufacturer's published evaluation.

· Guard openings shall comply with applicable maximum opening requirements. The completed cable system shall not permit passage of a sphere greater than the maximum dimension permitted by code.

C. SUBMITTALS

· Manufacturer's product data, including load requirements.

· Shop drawings showing post locations, maximum spans, rail elevations, cable layout, fittings, tensioners, and connections.

· Manufacturer's installation instructions.

· Warranty information.

D. INSTALLATION

· Install the railing system in strict accordance with the manufacturer's approved installation instructions and approved shop drawings.

· Install posts plumb and securely anchored.

· Install top rails level and continuous between posts unless otherwise indicated.

· Provide a secure, rigid, rattle-free assembly.

· Protect finished surfaces from scratching, abrasion, staining, and construction damage.

· Repair or replace damaged components prior to Substantial Completion in accordance with the manufacturer's recommendations.

HANDRAIL SPECIFICATIONS:

A. MATERIALS

· MATERIALS: STEEL

· SIZE: 1 1/2" O.D. SCH. 80

· FINISH: POWDER COATED WHITE (TO BE SELECTED AND APPROVED PRIOR TO FABRICATION)

B. PERFORMANCE

· Provide a complete railing assembly capable of resisting the applicable loads required by the New York State Building Code.

· Handrail shall resist a minimum 200-pound concentrated load applied in any direction.

· Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

C. SUBMITTALS

· Shop drawings showing post locations, maximum spans, rail elevations.

· Finish material product data.

· Welding certificates.

· Samples for Verification: For each type of exposed finish required.

D. INSTALLATION

· Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads.

· Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings.

Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

Obtain fusion without undercut or overlap.

Remove flux immediately.

At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces.

· Protect finishes of railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion.