Questions and Answers - 05.26.23.pdf

Wilkeson Pointe Improvements

Invitation to Bidders

Release Date: January 19, 2023

The following is a list of responses to questions submitted by prospective respondents to ECHDC ITB for Wilkeson Pointe Improvements.

Wilkeson Pointe Improvements ITB – Q&A Matrix

No. Question Answer

1 Is there a cost estimate , budget or ballpark figure for the project listed?

The total project cost is estimated between $8.5 Million and $10.5 Million.

Is there an actual start date for the project?

The anticipated start date is September 12, 2023

On L401, there appears to be overlap between the patterns designating each soil type within the meadow walk area, please see the attachment for the areas of concern.

Could you clarify the extent of soil types within that area?

We have made revisions to the graphic hatch borders and overlaps in the soils plan for better clarity. To reflect these changes, we are reissuing L401 SOILS PLAN as part of BID ADDENDUM 2.

Please refer to the attached documents.

011200.0/Sitework-g calls for all storm piping to be flushed and televised after installation.

Would we be required to flush and televise the underdrain?

No, the sitework contractor does not need to flush and televise new underdrain.

011200.1 – SITE WORK-d, calls for BP-01 to conduct “VOC testing during excavations.”

Does this refer to community air monitoring?

Could you provide additional detail on this requirement?

VOC monitoring is not expected to be needed.

If there is any evidence of petroleum or chemical contamination during excavation, VOC monitoring will be necessary. The contractor must be ready to perform VOC monitoring through contract change order procedures.

At the end of the tinted exposed aggregate, between the new building and the Beer Garden beach, there is material that carries the same pattern as the Metal grate stairs. However, it doesn’t carry a call out, the structural drawings don’t provide clarity.

Could you clarify what that material is intended to be?

The material is a metal grating threshold - See structural detail D40 on drawing S513. Detail reference has been added to the plans. We are reissuing L202 LAYOUT PLAN ENLARGEMENT as part of BID ADDENDUM 2. See attachments.

L101 calls for a stretch of the multi-use path along Fuhrmann blvd. to be removed.

The enlargement on L-202 does not specify how that demolished portion of the multi-use path is being replaced.

Could you please clarify?

Missing asphalt graphic hatch and detail reference have been added to the plans. We are reissuing L201 LAYOUT PLAN and L202 LAYOUT PLAN ENLARGEMENT as part of BID ADDENDUM 2.

L202 shows (3) Concrete pads for a Metal kiosk to be placed on top, per A1/L502.

Could you confirm the detail for this concrete pad?

It appears that the Metal Kiosks are to be set on heavy duty concrete, but the call out makes it seem like they carry their own dedicated pads.

Fabricated shipping container kiosks are designed to be placed on heavy-duty concrete pads or pavement. This condition is covered by pavement shown in site plans and detailed HEAVY DUTY CONC. PAVEMENT A4/L501. The pavement is not included in the kiosk item.

There appears to be a break on the plan on the right side of the page for CU101.

Could you provide a corrected version of this drawing?

There is no missing information. This is an intentional break to show the full extent of the underdrain. No changes necessary.

P501 details a backflow preventer but it does not specify the RPZ component.

Could you provide a spec on the RPZ?

See updates to 221119 - DOMESTIC WATER PIPING SPECIALTIES attached to BID ADDENDUM 2

Please see the attached marked up drawing. The extent of the concrete curb as highlighted is unclear due to the enlargement.

Could you please confirm the extent of this curb?

Please refer to the LAYOUT PLAN document L201 to see that the curb extends to the main drive and terminates at the radiused section. Additionally, ensure that there is a transition of around 6 feet in length from a 6-inch reveal to a flush at the curb's end.

12 Do timber benches need to be provided and installed by site Contractor?

No, all timber benches are provided and installed by BP-02 General Trades.

For specifications see updates to 129300 SITE FURNISHINGS attached to BID ADDENDUM 2

The requirements for providing a bid as listed in Submission of Proposals on page ITB – 5 states we are to provide with the bid proposal the requirements listed for Schedule A. However on page 19 under Item x., Schedule A, it states we do not need to complete the entire Schedule A with the submission of the proposal.

Could you please clarify what is required with our bid/proposal and what can be submitted after the due date if we are one of the low bidders?

The submission should include all forms outlined on ITB page 6; Submission of a Complete Proposal.

Regarding appendix M, the IT standard security brief, what are we to supply with our proposal regarding appendix M, please clarify.

It is an FYI, nothing to supply.

Regarding specification 316213, drilled caisson shafts, is this work of part of contract PH1C – 02 – General Trades?

In addition is specification section 044100, Dry Laid Stone, also a part of the PH1C – 02 contract. Please clarify.

Spec 316213 applies to BP-02 General Trades.

Dry Laid stone is a part of the BP-01 site work contract, not BP-02 General Trades.

017419/D-E States:

“As shown on Drawing L400, a portion of the work will be conducted within a NYSDEC Environmental Easement. All work within the Easement must be conducted in accordance with the requirements of the Brownfield Cleanup Program Port- Greenbelt (Site ID B-00149) Site Management Plan and Excavation Work Plan.”

L400 does not appear to exist. Is this line applicable to this phase of the project?

There is no DEC easement within the project boundary. The cited document, therefore, does not pertain to the scope of work for this project:

“Brownfield Cleanup Program Port-Greenbelt (Site ID B-00149) Site Management Plan and Excavation Work Plan”

Disregard this requirement.

011200.3, under PLUMBING: - c), it states:

c. All Plumbing equipment and fixtures shown, noted, or scheduled on/in the contract documents. BP-01 is to provide the backflow preventer, RPZ and exterior drinking fountain/bottle filling station assembly complete.

Under exclusions for the Site work contract under 011200.1 it states that the drinking fountain is by BP-03. Which contract is responsible for the drinking fountain?

Drinking fountain is to be furnished and installed by BP-03. RPZ and back low preventer are provided by site contractor.

See item 10 regarding RPZ.

See updates to 221119 - DOMESTIC WATER PIPING SPECIALTIES attached to BID ADDENDUM 2

011200.2 – General contract scope of work, under FINISHES-a): states:

a. BP-01 shall provide all Non-structural Metal Framing, Gypsum Board assemblies, Ceramic Tile, Paint, Stain and joint sealants for your work.

Is this correct? Site work does not typically provide these finishes

This is incorrect, BP-02 shall supply the following

Which contract is responsible for excavation of the 24” drilled shafts for the Beer Garden deck and sunset deck?

BP-02 General Trades

011200.2 – General contract scope of work, under WOOD-a): states:

BP-01 shall provide all Misc. Rough Carpentry, Sheathing and Exterior Finish Carpentry complete.

Is this correct? Site work does not typically provide carpentry, sheathing, or exterior finish carpentry.

This is incorrect. The following is supplied by BP-02, not BP-01

Do timber benches need to be provided and installed by site contractor? Please advise.

By BP-02

See item 12 regarding timber benches.

See updates to 129300 SITE FURNISHINGS attached to BID ADDENDUM 2

There is a conflict between the insurance requirements listed in the Information to Bidders and Appendix F - Schedule A.

The insurance requirements in the ITB supersede the insurance requirements in Article 8 of Schedule A.

23 There is no specification for the resinous floor system for the buildings provided.

There is no resinous floor system. The note is in error.

Drawing A161 – FINISH PLAN

FINISH KEY: FLOOR FINISH

CHANGE Note F1 FROM “CONCRETE WITH EPOXY

WITH FINE GRID FOR SLIP RESISTANCE” TO

“CONCRETE SEALED WITH Kaufman Products, SilaneSeal 300 OR APPROVED EQUAL.”.

Erie Canal Harbor Development Corporation Buffalo Outer Harbor Access and Activation Civic Project

Phase 2 Wilkeson Pointe

SITE FURNISHINGS 129300 - 1

SECTION 129300 – SITE FURNISHINGS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Bike racks.

2. Bollards.

3. Bench tops.

4. Timber Benches.

B. Related Sections include the following:

1. Division 04 Section “Dry Laid Stone” for limestone quarry block to receive bench top.

2. Division 32 Section “Cement Concrete Pavement” for concrete sidewalks and pads.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Product Schedule: For site furnishings. Use same designations indicated on Drawings.

C. Maintenance Data: For site furnishings to include in maintenance manuals.

1.4 QUALITY ASSURANCE

A. Source Limitations: Obtain each type of site furnishing(s) through one source from a single manufacturer.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Steel and Iron: Free of surface blemishes and complying with the following:

1. Steel Pipe: Standard-weight steel pipe complying with ASTM A 53, or electric-resistance-welded pipe complying with ASTM A 135.

2. Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Wood: Surfaced smooth on four sides with eased edges; kiln dried, free of knots, solid stock of species indicated.

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BID ADDENDUM #2

Phase 2 Wilkeson Pointe

SITE FURNISHINGS 129300 - 2

1. Wood Species: Douglas Fir: Clear Grade, vertical grain.

2.2 BIKE RACKS

A. Basis-of-Design Product: Subject to compliance with requirements, provide products by the following:

1. Dero.

B. Product: Swerve Rack.

1. Frame: Galvanized steel.

2. Installation Method: Embedded mount as per Manufacturer’s written instructions.

2.3 BOLLARDS

A. Bollards at Beer Garden: Subject to compliance with requirements, provide the products indicated:

1. Reliance Foundry, Model No. R-8914-FL customized with beveled top.

a. Top: Provide angled top as shown on drawings.

b. Height: 36”

c. Diameter: 6-1/2”

d. Mounting: Embedded.

e. Material: Stainless steel.

f. Finish: Satin #6 buffed.

g. Accessories:

1) Reflective stripe: White.

2) Eyebolts for chain.

h. Provide custom etching or sandblasting for signage as shown on drawings.

B. Protection Bollards at Dumpster Enclosure:

1. Galvanized 6” diameter schedule 40 pipe filled with concrete.

2. Provide welded cap.

C. Fuhrmann Boulevard Bollards: Provide the following or similar to match existing bollards on the multi-use pathway on Fuhrmann Boulevard:

1. Reliance Foundry Model R-7551.

a. Mount: Removable premium retractable.

b. Color: Black.

c. Accessories:

1) Reflective stripe: White

Phase 2 Wilkeson Pointe

SITE FURNISHINGS 129300 - 3

2.4 BENCH TOPS

A. Basis-of-Design Product: Subject to compliance with requirements, provide the following:

1. Columbia Cascade Company.

a. Product: Central Park 2032 Wall-top Seat.

b. Width: 1’-4 nominal.

c. Length: 4’ long.

2.5 TIMBER BENCHES

A. Basis-of-Design Manufacturer: Columbia Cascade Company.

1. Standard Timber Benches:

a. Product: Colossus Giant Timber Seat.

b. Lengths: As shown on Drawings.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance.

1. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION, GENERAL

A. Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required.

B. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed.

C. Install site furnishings level, plumb, true, and securely anchored at locations indicated on Drawings.

1. All anchor bolts shall be stainless steel.

3.3 CLEANING

A. After completing site furnishing installation, inspect components. Remove spots, dirt, and debris.

Repair damaged finishes to match original finish or replace component.

END OF SECTION 129300

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Phase 2 Wilkeson Pointe

DOMESTIC WATER PIPING SPECIALTIES 221119 - 1

SECTION 221119 - DOMESTIC WATER PIPING SPECIALTIES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Vacuum breakers.

2. Backflow preventers.

3. Strainers for domestic water piping.

4. Wall hydrants.

5. Ground hydrants.

6. Post hydrants.

7. Heated Enclosures.

B. Related Requirements:

1. Section 221116 "Domestic Water Piping" for water meters.

1.2 DEFINITIONS

A. AMI: Advanced Metering Infrastructure.

B. AMR: Automatic Meter Reading.

C. FKM: A family of fluroelastomer materials defined by ASTM D1418.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For domestic water piping specialties.

1. Include diagrams for power, signal, and control wiring.

1.4 INFORMATIONAL SUBMITTALS

A. Test and inspection reports.

B. Field quality-control reports.

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DOMESTIC WATER PIPING SPECIALTIES 221119 - 2

1.5 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For domestic water piping specialties to include in emergency, operation, and maintenance manuals.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS FOR PIPING SPECIALTIES

A. Domestic water piping specialties intended to convey or dispense water for human consumption are to comply with the SDWA, requirements of authorities having jurisdiction, and NSF 61 and

NSF 372, or to be certified in compliance with NSF 61 and NSF 372 by an American National

Standards Institute (ANSI)-accredited third-party certification body that the weighted average lead content at wetted surfaces is less than or equal to 0.25 percent.

2.2 PERFORMANCE REQUIREMENTS

A. Minimum Working Pressure for Domestic Water Piping Specialties: 125 psig unless otherwise indicated.

2.3 VACUUM BREAKERS

A. Pipe-Applied, Atmospheric-Type Vacuum Breakers:

1. Standard: ASSE 1001.

2. Size: NPS 1/4 to NPS 3, as required to match connected piping.

3. Body: Bronze.

4. Inlet and Outlet Connections: Threaded.

5. Finish: Rough bronze.

B. Hose-Connection Vacuum Breakers:

1. Standard: ASSE 1011.

2. Body: Bronze, nonremovable, with manual drain.

3. Outlet Connection: Garden-hose threaded complying with ASME B1.20.7.

4. Finish: Rough bronze.

2.4 BACKFLOW PREVENTERS

A. Reduced-Pressure-Principle Backflow Preventers:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Apollo Valves; a part of Aalberts Integrated Piping Systems.

b. WATTS; A Watts Water Technologies Company.

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DOMESTIC WATER PIPING SPECIALTIES 221119 - 3

c. Zurn Industries, LLC.

2. Standard: ASSE 1013.

3. Operation: Continuous-pressure applications.

4. Pressure Loss: 13 psig maximum, through middle third of flow range.

5. Size: 2 inch.

6. Design Flow Rate: 80 gpm.

7. Pressure Loss at Design Flow Rate: 13 psig (kPa) for sizes NPS 2 (DN 50) and smaller.

B. Double-Check, Backflow-Prevention Assemblies:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Apollo Valves; a part of Aalberts Integrated Piping Systems.

b. WATTS; A Watts Water Technologies Company.

c. Zurn Industries, LLC.

2. Standard: ASSE 1015.

3. Operation: Continuous-pressure applications unless otherwise indicated.

4. Body: Ductile or cast iron with interior lining that complies with AWWA C550 or that is

FDA approved or stainless steel.

5. End Connections: Flanged.

6. Configuration: Designed for horizontal, straight-through flow.

7. Accessories:

a. Valves NPS 2-1/2 (DN 65) and Larger: Outside-screw and yoke-gate type with flanged ends on inlet and outlet.

2.5 STRAINERS FOR DOMESTIC WATER PIPING

A. Y-Pattern Strainers:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Titan Flow Control, Inc.

b. WATTS; A Watts Water Technologies Company.

c. Zurn Industries, LLC.

2. Pressure Rating: 125 psig minimum unless otherwise indicated.

3. Body: Bronze for NPS 2 and smaller.

4. End Connections: Threaded for NPS 2 and smaller.

5. Screen: Stainless steel with round perforations unless otherwise indicated.

6. Perforation Size:

a. Strainers NPS 2 and Smaller: 0.020 inch.

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DOMESTIC WATER PIPING SPECIALTIES 221119 - 4

7. Drain: Pipe plug.

2.6 POST HYDRANTS

A. Nonfreeze Non-Pollutable Yard Hydrants:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Murdock Manufacturing; A Division of Morris Group International.

b. Woodford Manufacturing Company.

2. Standard: ASSE 1057.

3. Operation: lockable lever.

4. Head: Cast iron or brass.

5. Inlet: NPS 3/4 NPT.

6. Length: As required for burial of valve and canister below frost line.

7. Solid brass castings in nozzle and inner supply assembly shall conform to ASTM standards

B61 and B62. Lead-free castings shall be used in all waterways.

8. Vacuum Breaker:

a. Hose-connection backflow preventer complying with ASSE 1011.

b. Garden-hose thread complying with ASME B1.20.7 on outlet for field installation.

2.7 WATER-HAMMER ARRESTERS

A. Water-Hammer Arresters:

1. Standard: ASSE 1010 or PDI-WH 201.

2. Type: Diaphragm.

3. Size: ASSE 1010, Sizes AA and A through F, or PDI-WH 201, Sizes A through F.

2.8 HEATED ENCLOSURES:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include Hot Box or engineer approved equal.Standard: ASSE 1060.

2. Enclosure Type

a. Drop over or sectionalized aluminum enclosure.

b. Access panels with four-point locking mechanism and lockable handles.

c. Drain ports to allow full port backflow discharge and one way operation.

d. Designed to support minimum 100lb/sf vertical load.

e. Able to withstand windspeed up to 80 mph.

3. Materials

a. Materials Standard: ASTM B209.

b. Aluminum sheeting constructed of 3003 aluminum (0.050/16 gauge) stucco embossed finish.

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DOMESTIC WATER PIPING SPECIALTIES 221119 - 5

c. Bracing – 6063-T52 aluminum meeting ASTM B221.

d. No wood or particle board should be used in the construction of the enclosure.

e. Insulation – 1.5” unicellular, non-wicking, polyisocyanate foam

1) R-Value: 10

2) Dimensional Stability: <2% linear change

3) Compressive Strength: 51 psi

4) Flame point: 352 degrees Fahrenheit

5) Water absorption: 0.037 psf

6) Proosity: 91%

4. Heating Equipment

a. ASSE 1060 Class I

b. Heating equipment will protect the piping and equipment from exterior temperatures to -30F. ETL listed thermostatically controlled wall mounted air forced heaters shall be furnished and designed by the manufacturer of the enclosure to maintain the

c. equipment at +40F, In accordance with ASSE 1060 1.2.2.1.

d. Heating equipment shall be wall mounted to the supplied heater plates and a minimum of 8” above the slab unless it is UL or ETL certified and NEC approved for submersion.

e. Power source shall be protected with a GFI receptacle, U.L. 943, NEMA 3R.

Mounted a minimum of 8” from the bottom of the receptacle to the top of the slab.

f. Separate 20 amp circuits are recommended for each heater, so in the event a circuit fails all other circuits will remain powered. Installations must be in accordance with the local and national codes.

g. The heaters shall be ETL listed for wet/damp locations.

5. Equipment Pad

a. The recommended slab size shall be 12” larger than the interior dimensions of the enclosure and a minimum of 4” thick.

PART 3 - EXECUTION

3.1 INSTALLATION OF PIPING SPECIALTIES

A. Nonfreeze, Nondraining-Type Post Hydrants: Set in concrete or pavement.

B. Water-Hammer Arresters: Install in water piping in accordance with PDI-WH 201.

3.2 PIPING CONNECTIONS

A. Drawings indicate general arrangement of piping, fittings, and specialties.

B. When installing piping specialties adjacent to equipment and machines, allow space for service and maintenance.

3.3 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

DOMESTIC WATER PIPING SPECIALTIES 221119 - 6

B. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect components, assemblies, and equipment installations, including connections.

C. Perform the following tests and inspections.

1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist.

2. Operational Test: After electrical circuitry has been energized, start units to confirm unit operation.

3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

D. Domestic water piping specialties will be considered defective if they do not pass tests and inspections.

E. Prepare test and inspection reports.

END OF SECTION 221119

FUHRMANN BOULEVARD

EXISTING SHEET

PILE TO REMAIN

ACTIVITY LAWN, EXISTING

LAWN AREA TO BE AERATED

AND OVER SEEDED

BEER

GARDEN

BEACH

FIRE TRUCK

ACCESS AND

TURNING AREA

RENOVATED BIORETENTION

SEE CIVIL, SOILS and PLANTING PLANS

ESTABLISH NEW LAWN

EXISTING PATH TO REMAIN

POLLINATOR

CORRIDOR MEADOW

O V ERFLO W P A R KING A RE A

20'

MEADOW PATHS

A3 L505

WIRE MESH FENCE

10'

10'

C5 L501

ASPHALT DRIVE

D5 L501

ASPHALT MULTI-USE TRAIL

A2 L501

GRANITE CURB

B1 L501

REINFORCED TURF

PARKING &

INFILTRATION TRENCH

EXISTING DROP CURB

WILL REMAIN

A2 L505

FARM GATE

RENOVATED BIORETENTION

SEE CIVIL, SOILS & PLANTING

PLANS

B1 L505

POST AND RAIL FENCE

B1 L505

POST AND RAIL FENCE

A1 L505

PARKING LOT POST

9' C-C

D5 L501

ASPHALT MULTI-USE TRAIL.

INSTALL ALONG EXISTING

ASPHALT PATH ALIGNMENT

VOLLEYBALL COURT TO BE REBUILT WITH

STOCKPILED SAND AND EQUIPMENT. SAND

SURFACE TO BE FLUSH WITH SURROUNDING

GRADE. SAND SURFACE DEPTH TO BE 12" MIN.

APPROXIMATE EDGE OF RIP-RAP EMBANKMENT

A1 L504

LIMESTONE BLOCK

WALL AT CULVERT

B2 L503

LIMESTONE BLOCKS.

TO BE FIELD LOCATED WITH

LANDSCAPE ARCHITECT

B2 L503

LIMESTONE BLOCKS.

TO BE FIELD LOCATED WITH

LANDSCAPE ARCHITECT

A1 L504

LIMESTONE BLOCK

WALL AT CULVERT

ESTABLISH NEW LAWN

A3 L505

WIRE MESH FENCE, CORNER

AND END POST, TYP.

D40 S513

D5 L501

ASPHALT MULTI-USE TRAIL

A

B

C

D

DATE:

PROJECT:

DRAWN BY:

PHASE:

1 2 3 4 5

Bu ffa lo O ut er

H ar bo r A cc es s

Ac tiv at io n C iv ic

P ro je ct

, P ha se

W ilk es on P oi nt e

5 F uh rm an n B ou lev ar d, Bu ffa lo, N ew

Y or k 1

Er ie

Ca na l H ar bo r D ev elo pm en t C or po ra tio n

5/4/2023

19016.02 WILKESON

ZDR; TBB; JG

CHECKED: ZDR

BID DOCUMENTS

COPYRIGHT C 2023

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 DOCUMENT WHO ALTERS

THIS DOCUMENT IS REQUIRED BY LAW TO

AFFIX HIS OR HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND A SPECIFIC DESCRIPTION OF

ALTERATIONS.

NOTICE:

BID

DOCUMENTS

NOT FOR

CONSTRUCTION

TWM | Fisher Associates, P.E., L.S., LA., D.P.C.

Scale: 1" = 40'

WILKESON POINTE LAYOUT PLANA1

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LAYOUT PLAN

L201 Feet

1:40

80400 20

1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES

ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY

AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION.

2. TRAILS AND PLAZA TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR.

3. DO NOT SCALE BY MEASURING DRAWINGS.

4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT

DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING.

5. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS

OTHERWISE NOTED.

6. MINIMUM RADIUS AT PATH AND WALK INTERSECTIONS SHALL BE 5'.

7. BOULDERS TO BE LAID OUT IN FIELD WITH LANDSCAPE ARCHITECT.

LAYOUT NOTES

MEDIUM DUTY CONCRETE

HEAVY DUTY CONCRETE

ASPHALT PAVING

LIMIT OF DISTURBANCE

MATERIALS LEGEND

POST AND RAIL FENCE

WOOD DECK

WIRE MESH FENCE

REINFORCED TURF PARKING

BOULDER REVETMENT SLOPE

FLAGSTONE PAVEMENT

PREFABRICATED METAL KIOSK

A1 L202

A5 L202

B5 L202

WIDE BAR HEIGHT RAIL

WITH SEATING, SEE STRUCTURAL

METAL GRATE STAIRS

WITH HANDRAILS, SEE STRUCTURAL

BEER

GARDEN

BEACH

RENOVATED BIORETENTION

SEE CIVIL, SOILS and PLANTING PLANS

WASH STATION AND HOSE CONNECTION.

REFER TO PLUMBING DWGS.

REFRIGERATION CONDENSER UNIT

13'

6'4'

'-6

27'

10'

73'-1"

8'

R1 0'

R20'

R30'

'-7

'-4

10'

6'

8'TYP.

A5 L501

CONCRETE SIDEWALK

C1 L501

ANGLED TOP BOLLARD, TYP. OF NINE(9)

B1 L501

D1 L501

FLAT STONE GRAVEL MULCH

D5 L501

ASPHALT MULTI-USE TRAIL

D5 L501

ASPHALT MULTI-USE TRAIL

D5 L501

ASPHALT MULTI-USE TRAIL

D3 L501

PERMEABLE GRANITE SETTS

D4 L501

CONCRETE CURB

A4 L501

HEAVY DUTY CONCRETE

D1 L501

FLAT STONE

GRAVEL MULCH

D4 L501

CONCRETE CURB

TRANSITION TO FLUSH

OVER 5' AT BOTH ENDS

C2 L501

TRAFFIC SIGNS

D1 L502

±10' B1 L505

POST AND RAIL FENCE

A4 L502

DUMPSTER ENCLOSURE - PLAN

B2 L502

BIKE RACK

WOOD DECK, SEE

STRUCTURAL

WOOD DECK,

SEE STRUCTURAL

5'

TYP.

5'

TYP.

D3 L502

CONDENSER ENCLOSURE

C4 L501

FLUSH CONCRETE CURB

B4

L501

CURB BREAK

C5 L501

ASPHALT DRIVE

24'

10'

TINTED EXPOSED AGGREGATE

CONCRETE, SCORE AT 5'X5'

10'

A1 L503

LIMESTONE BLOCK WITH FIXED

BENCHTOP

C4 L501

FLUSH CONCRETE CURB

5' LONG

CURB

TRANSITION

DRINKING FOUNTAIN, REFER

TO PLUMBING DWGS.

PERIMETER WALK

APRON EXTENDING

UNDER SAND

METAL GRATE STAIRS,

SEE STRUCTURAL

3' CURB TRANSITION

R24'

R40'

R10'

5' CURB TRANSITION TO FLUSH

9'TYP.

6'

9'

R1 0'

R5

R5'

R5'

8'

R5'-2"

5' LONG CURB

TRANSITION

DASHED CURB LINE =

FLUSH, TYP.

A1 L502

PREFABRICATED METAL KIOSK ON

CONCRETE PAD

C4 L501

FLUSH CONCRETE CURB

R10'

9'TYP

3'-3"

1'- 7"

B4 L501

CURB BREAK

22' O.C.

D3 L501

PERMEABLE GRANITE SETTS

D3 L501

PERMEABLE GRANITE SETTS

135°

2'-6"

2'-6"

90°

TY

P.

C4 L503

STONE TABLE

D1 L503

15'

15'

15', TYP.

18', TYP.

C1 L504

RIP-RAP REVETMENT SLOPE

B2 L503

LIMESTONE BLOCKS

B3 L502

BEACH SAND

C1 L502

TIMBER BENCH

A2 L504

STONE AND QUARRY BLOCK SWALE

A2 L504

STONE AND QUARRY BLOCK SWALE

B2 L504

QUARRY BLOCK WIER

C2 L504

MAYPOLES

C1 L502

TIMBER BENCH

C3 L501

FLAGSTONE PAVEMENT

A3 L503

RECLAIMED

STONE STEPS

MIN. 60" CIRCULAR

TURNING SPACE

C1 L502

TIMBER BENCH

B1 L503

STACKED QUARRY BLOCK IN LANDSCAPE

A4 L503

BEACH STONE EDGE DETAILS

B1 L503

STACKED QUARRY BLOCK IN LANDSCAPE

A1 L504

LIMESTONE BLOCK

WALL AT CULVERT

16'

A1 L504

LIMESTONE BLOCK

WALL AT CULVERT

A5 L504

CONCRETE TURNDOWN AT WOOD DECK

B1 L503

STACKED QUARRY BLOCK IN LANDSCAPE

6'10'

2'- 6"

'A' 'A''B'

'C' 'C'

22' O.C. TYP

A1 L505

PARKING LOT POST

A1 L501

DETECTABLE WARNING

B1 L503

STACKED QUARRY BLOCK IN LANDSCAPE

STEEL GRATING AT RAMP PLAN,

SEE STRUCTURAL

D40 S513

12'

32'-1"

'-8

43'-10"

68'-11"

20'

12'-6"

11' -6"

EXISTING SHEET PILE

WALL TO REMAIN

B1 L502

GRANITE PLANTER CURB

C1 L502

TIMBER BENCH

FLUSH GRANITE CURB

A3 L502

FUHRMANN BOLLARD,

TYP of 4

B4 L501

CURB BREAK

B2 L501

MULTI-USE

TRAIL

CROSSING

PROVIDE SAW CUT END-CAP PIECES

AT ACUTE ANGLES OF PLANTER CURB

C1 L503

BATTERED LIMESTONE

BLOCK WALL

B2 L505

ENTRY GATE

5'

4'

28'-3"

B2 L503

LIMESTONE

BLOCKS

A1 L502

PREFABRICATED METAL

KIOSK ON CONCRETE PAD

BACKFLOW PREVENTER

HOUSING, SEE MEP

DRAWINGS

D5 L501

ASPHALT

MULTI-USE TRAIL

A1 L502

PREFABRICATED METAL

KIOSK ON CONCRETE PAD

12'

24'

MIN.5'

2'

8' MIN.

5' 2'

A1 L504

LIMESTONE BLOCK

WALL AT CULVERT

B1 L503

STACKED QUARRY BLOCK IN LANDSCAPE

A

B

C

D

DATE:

PROJECT:

DRAWN BY:

PHASE:

1 2 3 4 5

Bu ffa lo O ut er

H ar bo r A cc es s

Ac tiv at io n C iv ic

P ro je ct

, P ha se

W ilk es on P oi nt e

5 F uh rm an n B ou lev ar d, Bu ffa lo, N ew

Y or k 1

Er ie

Ca na l H ar bo r D ev elo pm en t C or po ra tio n

5/4/2023

19016.02 WILKESON

ZDR; TBB; JG

CHECKED: ZDR

BID DOCUMENTS

COPYRIGHT C 2023

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 DOCUMENT WHO ALTERS

THIS DOCUMENT IS REQUIRED BY LAW TO

AFFIX HIS OR HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND A SPECIFIC DESCRIPTION OF

ALTERATIONS.

NOTICE:

BID

DOCUMENTS

NOT FOR

CONSTRUCTION

TWM | Fisher Associates, P.E., L.S., LA., D.P.C.

Scale: 1" = 20'

WILKESON POINTE LAYOUT PLAN ENLARGEMENTA1

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5/

/20

LAYOUT PLAN

ENLARGEMENT

L202 Feet

1:20

40200 10

Scale: 1" = 20'

WILKESON POINTE LANDING ENLARGEMENTA5

1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES

ON SITE PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY

AND LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION.

2. TRAILS AND PLAZA TO BE STAKED OUT IN THE FIELD BY A LICENSED SURVEYOR.

3. DO NOT SCALE BY MEASURING DRAWINGS.

4. VERIFY DIMENSIONS AND ACCEPT CONDITIONS BEFORE PROCEEDING WITH WORK. REPORT

DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING.

5. DIMENSIONS TO WALLS, CURBS, AND OTHER FEATURES ARE TO EXPOSED FACES UNLESS

OTHERWISE NOTED.

6. MINIMUM RADIUS AT PATH AND WALK INTERSECTIONS SHALL BE 5'.

7. BOULDERS TO BE LAID OUT IN FIELD WITH LANDSCAPE ARCHITECT.

LAYOUT NOTES

FURNISHINGS SCHEDULE

ITEM TYPE SYMBOL QTY.

BIKE RACK 5

WATER FOUNTAIN 1

SMALL BOULDER +- 381

MEDIUM BOULDER +- 172

LARGE BOULDER +- 60

JUMBO BOULDER +- 5

PARKING LOT POST +-51

SITE LIGHTING SEE ELEC.

TIMBER BENCH 4

LIMESTONE BLOCK WITH TIMBER BENCH 5

MAYPOLE 5

BOLLARD SEE PLANS

Scale: 1" = 20'

PARK GOLF KIOSK ENLARGEMENTB5

SOILS LEGEND

CONTRACT LIMIT LINE

PROPERTY LINE

NO EXISTING ENVIRONMENTAL COVER ZONE -

REQUIRES EXCLUSION BARRIER OR 12" CLEAN FILL

LIMIT OF DISTURBANCE

REFURBISH EXISTING LAWN OR MEADOW

(NO COVER)

· AERATE, TOP-DRESS, AND SEED

MEADOW ESTABLISHMENT ON EXISTING CLEAN SOILS

(NO COVER)

· REMOVE EXISTING TURF OR MEADOW PER SPEC

· ROTOTILL EXISTING SOIL WITH 1" COMPOST

· TURF SOIL OR UNSCREENED TOPSOIL AS REQUIRED FOR

NEW FIN. GRADES

12" NEW PLANTING MEDIUM

(AREAS OF CUT INTO EXIST. COVER, OR AREAS W/O EXIST. COVER)

· 8" MIN. CLEAN FILL

· 4" MIN. TURF SOIL OR UNSCREENED TOPSOIL

DURABLE LAWN

(OVERFLOW PARKING)

· 8" C.U. STRUCTURAL SOIL

· 4" TURF SOIL

PLANTING ISLAND

(EARTHFORMS AND BERMS WITH TREE AND SHRUB PLANTING)

· UP TO 3'-0" UNSCREENED TOPSOIL

SANDPLAIN BERM

(EARTHFORMS AND BERMS WITH TREE AND SHRUB PLANTING)

· CLEAN FILL (DEPTH VARIES)

· 12" SAND PLAIN MIX SOIL

BIORETENTION - SEE CIVIL DRAWINGS

B

C

D

E

A

FUHRMANN BOULEVARD

FENCED EXCLUSION

AREA - NO 12" COVER

FENCED EXCLUSION

AREA - NO 12" COVER

A

A

A

A

A

A

A

A

A

A

A

A

A A

A

B

B

B

B

B

B

B

E

E

E

E

E

E

E

A

C

C

C

E

E B

B

A

A

A

A

A

A A

B

B

B

B

B B

B

B

B

B

B

B

BB

B

D

D

D

D

D

D

D

D

D

D

D

D

D

E

D

A

B

A

A

E

A

B

A

B

C

D

DATE:

PROJECT:

DRAWN BY:

PHASE:

1 2 3 4 5

Bu ffa lo O ut er

H ar bo r A cc es s

Ac tiv at io n C iv ic

P ro je ct

, P ha se

W ilk es on P oi nt e

5 F uh rm an n B ou lev ar d, Bu ffa lo, N ew

Y or k 1

Er ie

Ca na l H ar bo r D ev elo pm en t C or po ra tio n

5/4/2023

19016.02 WILKESON

ZDR; TBB; JG

CHECKED: ZDR

BID DOCUMENTS

COPYRIGHT C 2023

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 DOCUMENT WHO ALTERS

THIS DOCUMENT IS REQUIRED BY LAW TO

AFFIX HIS OR HER SEAL AND THE NOTATION

"ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND A SPECIFIC DESCRIPTION OF

ALTERATIONS.

NOTICE:

BID

DOCUMENTS

NOT FOR

CONSTRUCTION

TWM | Fisher Associates, P.E., L.S., LA., D.P.C.

Fil e:

T:

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5/

/20

SOILS PLAN

L401Scale: 1" = 40'

WILKESON POINTE PLANTING PLANA1

Feet 1:40

80400 20

1. ALL PLANTED AREAS TO BE EXCAVATED TO MINIMUM DEPTH AS SHOWN ON DETAILS.

2. CONTAMINATED SOILS ARE KNOWN TO BE PRESENT AT THE SITE. ALL EXCAVATED MATERIALS

SHALL BE MANAGED IN ACCORDANCE WITH THE SPECIFICATION SECTION 01 7149. SEE

SPECIFICATION FOR REQUIREMENTS FOR STOCKPILING, TESTING, REUSE, AND DISPOSAL PER

NYSDEC REGULATIONS.

3. NO CONTAMINATED RECLAIMED SOILS MAY BE USED WITHIN THE TOP 12" OF FINISH GRADE OF

PLANTED AREAS EXCEPT THOSE AREAS THAT ARE ENCLOSED IN PERMANENT FENCE.

4. REFER TO SPECIFICATIONS FOR PLANTING SOIL COMPOSITION.

5. THIS PLAN DEPICTS THE SOIL PROFILE FOR THE TOP 12" OF SOIL ONLY, TO DESCRIBE THE

COMPOSITION OF THE PLANTING MEDIUM AND REQUIRED ENVIRONMENTAL COVER. BELOW THE

12" LINE, THE QUANTITY OF FILL MATERIAL IS DICTATED BY THE GRADING PLAN AND IS

COMPRISED OF SUITABLE FILL.

SOIL NOTESBID ADDENDUM #2

h. Provide custom etching or sandblasting for signage as shown on drawings.

7. Drain: Pipe plug.