Amendment 0002_07Apr2020.pdf

PDF 8 MB Posted Apr 7, 2020

Attached to: LaSalle Park Shoreline Protection Project
Solicitation number: W912P420B0006
Issued by: Department of the Army Corps of Engineers Engineering District Buffalo

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation notice is for the LaSalle Park Shoreline Protection Project in Buffalo, New York. The U.S. Army Corps of Engineers Buffalo District is seeking proposals for a firm-fixed-price contract between $5-10 million to construct shoreline protection along approximately 1,355 feet of Lake Erie shoreline at LaSalle Park. The project involves storm damage reduction measures. Offerors must register in the System for Award Management and maintain an active registration. The solicitation and any amendments will be posted electronically on beta.SAM.gov; paper copies will not be issued. Proposals are due by the date specified in the solicitation package. The North American Industry Classification System code for this project is 237990 for other heavy and civil engineering construction. This will be a full and open competition with bonding required.

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Other files

File	Type	Posted
Abstract of Bids Schedule A W912P420B0006 1.xlsx	XLSX spreadsheet	Jun 2, 2020
Abstract of Bids Schedule B W912P420B0006 1.xlsx	XLSX spreadsheet	Jun 2, 2020
Amendment 0005_12May2020.pdf	PDF	May 12, 2020
Amendment 0004_23Apr2020.pdf	PDF	Apr 23, 2020
Amendment 0003_16Apr2020.pdf	PDF	Apr 16, 2020
Amendment 0001_02Apr2020.pdf	PDF	Apr 2, 2020
Solicitation Package LaSalle Final_02Apr2020.pdf	PDF	Apr 2, 2020

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Amendment 2 is inserting new paragraph 1.4 to specs, please see attachment below for more information.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 07-Apr-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P420B0006

X 9B. DATED (SEE ITEM 11)

02-Apr-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

07-Apr-2020

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P420B0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

AMENDMENT NO. 2

W912P420B0006

BUFFALO, NEW YORK

LASALLE PARK

SECTION 103 STORM RISK MANAGEMENT

SECTION 01 35 13 - INSERTED PARAGRAPH

AND ATTACHED PLANS

New paragraph 1.4 is inserted. See highlighted text on next page. Referenced plans included.

03 APRIL 2020

LaSalle Park, Buffalo, NY AMENDMENT NO. 2 FY20LaSalle W912P420B0006 applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

-U.S. Department of Labor Veterans’ Employment and Training Service (VETS):

https://www.dol.gov/vets/

-Federal Veteran Employment Information:

https://www.fedshirevets.gov/

-Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

-U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes:

https://www.uschamberfoundation.org/hiring-our-heroes

1.4 RELATED ATTACHMENTS

The plans labeled "Ralph C. Wilson, Jr Centennial Park", that follow this section, accompanies the work required in sections 03 30 54 OPTION "B" - OPTIONAL CONCRETE PATH and CONCRETE PATH and 05 12 00 STRUCTURAL STEEL.

PART 2 PRODUCTS

2.1 TEMPORARY FENCE AT ENDS OF WORK LIMITS

Equal to the existing fence around the Col. Ward Pump Station, in all dimensions, original characteristics, and installation. This includes at least one gated and locked access for a Government vehicle. Furnish the Government one key that allows the Contacting Officer access tot the work limits.

PART 3 EXECUTION

3.1 SUBMITTAL PROCEDURES

3.1.1 Procedures

Make submittals as specified. Forward any required hard copies of all submittals to the Area Offices indicated below:

U.S. Army Corps of Engineers Buffalo District NY/PA Area Office 1776 Niagara Street Buffalo, NY 14207 Tel.: (716) 879-4397 Fax: (716) 879-4356

3.1.2 Deviations

For submittals which include proposed deviations requested by the Contractor, check the column "variation" of ENG Form 4025. Set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent

SECTION 01 35 13 Page 1040 Apr 03, 2020 h5cosklm Highlight h5cosklm Highlight h5cosklm Highlight

Ralph C. Wilson, Jr Centennial Park Buffalo, New York

Waterfront Betterments

Construction Documents 22 January 2020

CLIENT:

Buffalo Urban Development Corporation 95 Perry Street, Suite 404 Buffalo, New York 14203 Tel: 716.856.6525

US Army Corps of Engineers, Buffalo District 1776 Niagara Street, Buffalo, New York 14207 Tel: 716.879.4492

LANDSCAPE ARCHITECT:

Michael Van Valkenburgh Associates, Inc.

Landscape Architects, P.C.

16 Court Street, 11th Floor Brooklyn, New York 11241 Tel: 718.243.2044 Fax: 718.243.1293

STRUCTURAL/CIVIL ENGINEER:

WENDEL

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221 Tel: 716.688.0766 Fax: 716.625.6825

CLIENT:

City of Buffalo Department of Public Works & Streets 65 Niagara Square, Buffalo, New York 14202 Tel: 716.851.5636

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LANDSCAPE ARCHITECTURAL

NOTES, DWGS LIST +

ABBREVIATIONS

G001

Point of Beginning

Point of Tangency

Point of Curvature

Point of Compound Curvature

Hot Dip Galvanized

Landscape Architect

LANDSCAPE ARCHITECTURAL ABBREVIATIONS

Meet Existing Grades

Finish Floor Elevation

Engineer

Equal

Equipment

Existing

Expansion joint

Exterior

Diameter at Breast Height

East

Electrical

Elevation

Down

Degree

Detail

Diameter

Dimension

Double

Compacted

Concrete

Construction

Continuous

Cubic feet

Column

Clear

Circle

Center to Center

Centerline

By Others

Building

Alternate

Bottom of Bench

Bottom of Stair

Bottom of Wall

Bituminous Concrete

Between

Average

Allowance

Aggregate

Bottom of Curb

FFE

EXIST

EXT

ENG

EQUIP

EL, ELEV

ELEC

DBH

DIM

DBL

DET

DEG

DIA

CONT

COMP

CONC

CONST

C TO C, C-C

CLR

COL

CIR

BLDG

ALT

BIT CONC

AVG

BET

ALLOW

AGGR

PCC

POB

OPP

HDG

OPNG

NTS

NIC

MISC

NOM

Min

INFO

INT

INCL

FIN

HOR, HORIZ

GALV

FTG

FoundationFDN

MEX

Outside Diameter

Pair

Opposite

Finish Grade

Galvanize

Horizontal

Include, Including

Information

Junction Box

Inside Diameter

Miscellaneous

On Center

Not to Scale

Not in Contract

Opening

Number

North

Finish

Nominal

Minimum

Footing

Joint

Feet

Lightpole

Interior

Inch

Height

T & B

Typ Typical

SK Sketch

STL

TEL

TEMP

THRU

THK

STR, STRUCT

STD

SPEC

Steel

Through

Thick

Structural

Square

Standard

SECT

SHT

SIM

SCH

REBAR

RECD

REF

Section

Sheet

Similar

Schedule

Received

Reference

PSI

PREFAB

PROJ

PLMB

PERP

Project

Plumbing

Pound

Utility PoleUP

Tread, Top of RampTR

Top of Wall

Top of Stair

Top and Bottom

Top of Pavement

Radius, Riser

Telephone

Temporary

Top of Bench

Stainless Steel

Specification

Reinforcing bar

Property Line

Pounds per square inch

Prefabricated

Perpendicular

Top of Curb

W/O

VERT

Waterproofing

Width, West

Without

Yard

With

Vertical

AD Area Drain

BF Bottom of Ford

MEX Meet Existing Conditions

CLF Chain Link Fence

PaintedPTDControl Joint

PVT Point of Vertical Tangency

Centerline

Beginning of Vertical CurveBVC

End of CurveEOC

High PointHP

SEC Security

RET

ROW

Retaining

Right of Way

S SouthMedium Density Overlay

MET

MDO

Max

MATL

Maximum

Metal

Material

OF Outfall

IRRIG Irrigation

FountainFTN

Clean OutCO

ArchitectARCH

Catch BasinCB

MH Manhole

Drain Inlet

DrawingDWG

DI RS Roof Slab

Structure Below GradeBSB

Ash UrnAU

LOW

LIN

Limit of Work

Linear

HCR Accessible Curb Cut

TF Top of Ford

BR Bottom of Ramp

REQD Required

REINF Reinforce, Reinforced

VIF

PLUS OR MINUS. CONTRACTOR

MAY PROCEED WITH LAYOUT IF

DEVIATION IS NOT GREATER

THAN TWO UNITS OF THE

SMALLEST DIMENSION GIVEN.

VERIFY IN FIELD-DO NOT PROCEED

WITHOUT LANDSCAPE

ARCHITECT'S INPUT.

LANDSCAPE ARCHITECTURAL GENERAL SYMBOLS

L.L.O.W.

XX%

Quantity

Plant Key I.D.

Sheet No.

XXXX

Detail No.

XXXX

LANDSCAPE LIMIT OF WORK

DIRECTION OF MATERIAL

ALIGN ELEMENTS

PLANTING KEY

ELEVATION KEY

MATERIAL KEY

SECTION KEY

DETAIL KEY

DIRECTION AND PERCENTAGE

OF DOWNSLOPE

SET ELEMENTS PARALLEL

X.XX

BUILDING ENTRANCE

DIAMETER Ø

MATCHLINE

RIM ELEVATION OF

DRAIN INLET OR

CATCH BASIN

Rim XX.XX

PROPERTY LINE PL

Plant Key I.D.

SPOT ELEVATION

CONTOUR LINE

BUILDING COLUMN

00.00

LSP Licensed Site Professional

LANDSCAPE

G001 Landscape Architectural Notes, Drawing List, and Abbreviations

L100 Bulkhead Condition Key Plan

L200 Layout and Materials Plan 1 L201 Layout and Materials Plan 2 L202 Layout and Materials Plan 3 L203 Layout and Materials Plan 4 L204 Layout and Materials Plan 5 L205 Layout and Materials Plan 6 L206 Layout and Materials Plan 7 L207 Layout and Materials Plan 8

L300 Site Details - Marine Rail 1 L301 Site Details - Marine Rail 2 L310 Site Details - Concrete Pavement Transitions L320 Site Furniture - Bench 58 Series

LANDSCAPE DRAWING LIST

S T

BLACK ROCK CANAL

M A

T C

H L

E S

E E

Reach 1: Timber Pile, See L203-L207

See L205 A See L205 B See L206

For Flag Area, Coordinate Revised Layout with Landscape Architect, Prior to Demolition Work Beginning.

See L206 See L207

Reach 3: Existing Conditions

Existing Concrete WalkwayUSACE Base Scope Edge, See USACE Drawings

S T

M A

T C

H L

E S

E E

BLACK ROCK CANAL Reach 1: Timber Pile, See L203-L207

Reach 2: Timber Crib, See L200-L203

USACE Base Scope Edge, See USACE Dwgs

Edge of Proposed Concrete Pavement

Existing ConditionsVIF

See L200 B

See L200 A

See L201 A

See L201 B

See L202 A

See L202 B

See L203

See L205 ASee L204

KEY PLAN LEGEND

USACE Base Scope Edge

Matchline

Concrete Pavement L310

Concrete CAP, See USACE Dwgs for Reach 1 & 2 and S101 for Reach 3

Station Point, See USACE DwgsSTA

Existing Trees, Per Survey VIF

BULKHEAD

CONDITION KEY

PLAN

L1001" = 40'-0"

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/20201 Key Plan Scale: 1" = 40'-0"

Plan

A Plan - A

B Plan - B

SCALE OF FEET

40 40 80

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text

2C L300

Custom Panel 2

3A L300

Steel Plate Attachment, Typ.

L300

Marine Rail Typ.

6'-4" Typ.

" T yp

Fr om

C L of R ai l

M A

T C

H L

E S

E E

L B

BLACK ROCK CANAL

4' T yp . C on fir m on

U S

A C

E D w gs

S ee

N ot e 3, T yp

Edge of Concrete Cap, See USACE Dwgs

USACE BASE Scope Edge, See USACE Dwgs

See Note 3, Typ.

Edge of Concrete Pavement

L310

E J

6'-41 2" Typ.

C J

Existing Conditions, VIF. Gap Between Proposed Marine Rail and Existing Conditions Shall Not Exceed 3 12" VIF

C J

E J

C J

E J

C J

E J

C J

E J

C J

L310

For Sheet Pile Wall Layout and Reach Structure, See USACE Dwgs

1'-5" VIF

3C L300

Steel Plate Attachment

'-8

1 2" V

MEX

MEX MEX MEX

C J

POB, See USACE Dwgs

Existing Conditions

L300

Marine Rail Typ.

L300 Steel Plate Attachment, Typ.

BLACK ROCK CANAL

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

Edge of Concrete Cap, See USACE Dwgs

6'-4" Typ.

M A

T C

H L

E S

E E

L A

M A

T C

H L

E S

E E

L A

L310

6'-41 2" Typ.

E J

C J

E J

C J

E J

C J

E J

C J

" T yp

S ee

N ot e 3, T yp

See Note 3, Typ.

L310

For Sheet Pile Wall Layout and Reach Structure, See USACE Dwgs

E J

2'-1" VIF

MEX MEX MEX

C J

Existing Conditions

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

1. Layout of the Marine Rail was Based on Dwgs Provided by the USACE and the Existing Conditions Plan. If Actual Site Conditions Do Not Match Contract Dwgs, Inform Landscape Architect. Do Not Proceed in Uncertainty.

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

5. Demo: Clear Site Per USACE Demo Notes. Remove Pavement Profiles to Full Depth. Utility Covers Shall be Adjusted to be Flush with Finish Grade. For Any Conflicts, Notify Landscape Architect Prior to Proceeding with the Work. Provide Expansion Joint Around Any Utility Cover, Footing within Pavement.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 1

L2001" = 5'-0"

1 Layout and Materials Plan: Reach 2 Scale: 1" = 5'-0"

Plan

A Plan - A

B Plan - B

SCALE: 1"=5'-0"

5 5 10

Marine Rail, Typ.

L300 Steel Plate Attachment, Typ.

M A

T C

H L

E S

E E

L B

M A

T C

H L

E S

E E

L B

BLACK ROCK CANAL

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

Edge of Concrete Cap, See USACE Dwgs

6'-4" Typ.

L310

6'-41 2" Typ.

S ee

N ot e 3, T yp

See Note 3, Typ.

E J

C J

E J

C J

E J

C J

E J

C J

For Sheet Pile Wall Layout and Reach Structure, See USACE Dwgs

" T yp

L310

1'-9" VIF

3'-1" VIF

Existing Conditions

C J

MEX MEX

2C L300

Custom Panel 2

L300

Marine Rail, Typ.

L300 Steel Plate Attachment, Typ.

BLACK ROCK CANAL

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

Edge of Concrete Cap, See USACE Dwgs

6'-4" Typ.

M A

T C

H L

E S

E E

L A

M A

T C

H L

E S

E E

L A

L310

4'-3"6'-41 2" Typ.

S ee

N ot e 3, T yp

See Note 3, Typ.

E J

C J

E J

C J

E J

C J

E J

C J

E J

C J

For Sheet Pile Wall Layout and Reach Structure, See USACE Dwgs

" T yp

L310

1'-1" VIF

C J

Existing Conditions

MEX

MEXMEX

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 2

L2011" = 5'-0"

1 Layout and Materials Plan: Reach 2 Scale: 1" = 5'-0"

Plan

A Plan - A

B Plan - B

SCALE: 1"=5'-0"

5 5 10

AutoCAD SHX Text

Marine Rail, Typ.

L300 Steel Plate Attachment, Typ.

M A

T C

H L

S E

E L

M A

T C

H L

S E

E L

BLACK ROCK CANAL

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

Edge of Concrete Cap, See USACE Dwgs

L310

6'-4" Typ. 6'-41 2" Typ.

S ee

N ot e 3, T yp

See Note 3, Typ.

C J

E J

C J

E J

C J

E J

C J

E J

For Sheet Pile Wall Layout and Reach Structure, See USACE Dwgs

" T yp

L310

1'-2" VIF

3'-4" VIF

C J

C J C

Existing Conditions

MEX

MEX MEX

BLACK ROCK CANAL

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

Edge of Concrete Cap, See USACE Dwgs

USACE BASE Scope Edge, See USACE Dwgs

M A

T C

H L

S E

E L

M A

T C

H L

S E

E L

L310

6'-4" Typ.

L300

Marine Rail, Typ.

S ee

N ot e 3, T yp

See Note 3, Typ.

C J

E J

C J

E J

C J

E J

C J

E J

C J

For Sheet Pile Wall Layout and Reach Structure, See USACE Dwgs

" T yp

L310

Concrete Installed by USACE. Connect to Existing Path. See USACE Dwgs

E J

C J

Existing Conditions

MEX

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 3

L2021" = 5'-0"

SCALE: 1"=5'-0"

5 5 10

1 Layout and Materials Plan: Reach 2 Scale: 1" = 5'-0"

Plan

A Plan - A

B Plan - B

Custom Panel 1, Condition A

L-X 2B

L300 Custom Panel 1, Condition B

6'-4" Typ.

M A

T C

H L

E S

E E

L B

BLACK ROCK CANAL

L310

USACE Base Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

Edge of Concrete Cap, See USACE Dwgs

Reach 1: Ladder, See USACE Dwgs

USACE BASE Scope Edge, See USACE Dwgs

M A

T C

H L

E S

E E

L310

6'-4" Typ.

E Q

EQ EQTyp.

For Each Panel Between EJs, Jointing Shall be in EQ Segments as Shown

Typ.

L300

Marine Rail, Typ.

3A L300

Steel Plate Attachment, Typ.

S ee

N ot e 3, T yp

See Note 3, Typ.

S ee

N ot e 3, T yp

See Note 3, Typ.

E J

C J

E J

C J

" T yp

Fr om

C L of R ai l

For Sheet Pile Wall Layout and Reach Structure, See USACE Dwgs

L310

7" T yp . F ro m

C L of R ai l

6'-41 2" Typ.

For Reach 1 Layout and Structure, See USACE Dwgs

E J

CJ-B

E J

C J

C J -B

E J

CJ-B

11"

1'-0" VIF

11" VIF 2'-7"

EQ EQ EQ

Existing Conditions

MEX MEX MEX

N 1054765.571

E 1063296.180 PT

CJ-B

C J -B

CJ-B

C J -B

For Each Panel Between EJs, Jointing Shall be in EQ Segments as Shown

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 4

L2031" = 5'-0"

1 Layout and Materials Plan: Reach 2 and Reach 1 Scale: 1" = 5'-0"

Plan

SCALE: 1"=5'-0"

T C

N E S E E L

M A

T C

H L

E S

E E

L A

L310

6'-5" 6'-41 2" Typ. 6'-4" Typ.

3A L300

Steel Plate Attachment, Typ.

2C L300

Custom Panel 2

6'-4" Typ.

L300

Marine Rail, Typ.

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

BLACK ROCK CANAL

7" T yp

4'-3"

For Reach 1 Layout and Structure, See USACE Dwgs

L310

C J-

E J

C J -B

E J

CJ-B

C J -B

C J

E J

CJ-B

C J -B

Reach 1: Ladder, See USACE Dwgs

11" VIF 11" VIF

1'-11

2 " VIF

2'-43 4"

8' -5

1 4

Existing Conditions

N 1054700.927 E 1063340.310

0' -0

8' -5

1 4"

CJ-B

C J-

CJ-B C

J -B

C J -B

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 5

L2041" = 5'-0"

1 Layout and Materials Plan: Reach 1 Scale: 1" = 5'-0

Plan

SCALE: 1"=5'-0"

T C

H L

S E

E L

M A

T C

H L

S E

E L

L310

6'-41 2" Typ.

3A L300

Steel Plate Attachment, Typ.

6'-4" Typ.

L300

Marine Rail, Typ.

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

BLACK ROCK CANAL

7" T yp

L310

S ee

N ot e 3, T yp

See Note 3, Typ.

E J

CJ-BC

J -B

C J -B

E J

CJ-B

E J

CJ-B

For Reach 1 Layout and Structure, See USACE Dwgs

11" VIF

11" VIF 11"

Existing ConditionsMEX MEX

E J

CJ-B CJ-B

M A

T C

H L

S E

E L

M A

T C

H L

S E

E L

L310

6'-41 2" Typ.

3A L300

Steel Plate Attachment, Typ.

6'-4" Typ.

L300

Marine Rail, Typ.

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

BLACK ROCK CANAL

T yp

L310

S ee

N ot e 3, T yp

See Note 3, Typ.

C J -B

E J

CJ-B

E J

CJ-B C

J -B

C J -B

For Reach 1 Layout and Structure, See USACE DwgsReach 1: Ladder, See USACE Dwgs

11" VIF

Existing Conditions

E J

MEX MEX

MEX

CJ-B CJ-B

USACE BASE Scope Edge, See USACE Dwgs

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 6

L2051" = 5'-0"

1 Layout and Materials Plan: Reach 2 Scale: 1" = 5'-0"

Plan

A Plan - A

B Plan - B

SCALE: 1"=5'-0"

T C

H L

S E

E L

M A

T C

H L

S E

E L

L310

6'-41 2" Typ.

3A L300

Steel Plate Attachment Typ.

6'-4" Typ.

L300

Marine Rail Typ.

USACE BASE Scope Edge, See USACE Dwgs

Edge of Concrete Pavement

BLACK ROCK CANAL

7" T yp

L310

S ee

N ot e 3, T yp

See Note 3, Typ.

E J

CJ-B

E J

CJ-B

E J

CJ-BC

J -B

C J -B

For Reach 1 Layout and Structure, See USACE DwgsReach 1: Ladder, See USACE Dwgs

11" VIF

Existing Conditions

E J

MEX MEX

CJ-B CJ-B CJ-B

MEX

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 7

L2061" = 5'-0"

1 Layout and Materials Plan: Reach 2 Scale: 1" = 5'-0"

Plan

SCALE: 1"=5'-0"

E E

Reach 1: Ladder See USACE Dwgs

M A

T C

H L

S E

E L

L310

2A L300

Custom Panel 1, Condition A

7" Typ.

USACE BASE Scope Edge, See USACE Dwgs

Typ.

For Each Panel Between EJs, Jointing Shall be in EQ Segments as Shown

Existing Conditions

BLACK ROCK CANAL

7" T yp

C J -B

E J

For Reach 1 Layout and Structure, See USACE Dwgs11" VIF

EQ EQ EQ

E Q

E J

MEX

Existing Conditions VIF. Gap between Proposed Marine Rail and Existing Conditions shall not exceed 3 1/2". VIF.

Existing Bulkhead to Remain and be Protected E

Existing Planting Zone

Existing Concrete Walkway

Existing Planting Zone

USACE Base Scope, See USACE Drawings

GENERAL LEGEND

Matchline

Sheet Pile Wall, See USACE Dwgs

USACE

Base Scope Edge

Station Point, See USACE Dwgs

STA

Expansion Joint

Control Joint

CJ or CJ-B

MEX Set Objects Parallel Set Objects Aligned

Coordinate PointN XXX.XXX

E XXX.XXX

POB # Point of Beginning

Point of TangencyPT

Meet Existing Grade

MATERIALS LEGEND

Concrete Pavement

1.02

MATERIALS LEGEND

1.00 SITE DETAILS - PAVEMENT AND SURFACING

L310

Concrete CAP, See USACE Dwgs

1.01

1.03 Marine Rail L300

2. All Moorings and New Benches to be Salvaged. Salvaged Benches Shall be the Bench 58.

3. Grading: All Pavement Areas Shall Be ADA Compliant in all Directions. VIF. If Areas Appear to not be ADA Compliant, Notify Landscape Architect Prior to the Installation.

NOTES

4. For POB and Dimensioning of Jointing Pattern at Each Reach, See L203 and L207.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

LAYOUT AND

MATERIALS PLAN 8

L2071" = 5'-0"

1 Layout and Materials Plan: Reach 2 and Reach 3 Scale: 1" = 5'-0"

Plan

SCALE: 1"=5'-0"

Stanchion Post

Top Rail

2" HDG Base Plate

Infill Panel Frame w/X-Tend Wire Fabric Mesh

1B L301

L301

1G L301

L300

CL CL

4'-3" O.C.

3'-8"

Stanchion Post

Top Rail

2" HDG

Base Plate

Infill Panel Frame w/X-Tend Wire Fabric Mesh

1G L301

L301

1B L301

ALIGNALIGN

End Post - HDG Steel Plate Attachment

L301

CL CL

2'-7" O.C.

2'-0"

End Post

Top Rail

2" HDG Base Plate

Infill Panel Frame w/X-Tend Wire Fabric Mesh

2C L301

L301

2A L301

CL CL

2'-7" O.C.

2'-0"

Stanchion Post

Top Rail

2" HDG Base Plate

1G L301

L301

1B L301

Infill Panel Frame w/X-Tend Wire Fabric Mesh

ALIGNALIGN

End Post - HDG Steel Plate Attachment

L301

T yp

CL CL

6'-4" O.C.

5'-91 2"

3' -6

" T yp

2' -9

" T yp

L300

1C L301

T yp

For Ridge Edge detailing See USACE dwgs. and S101

1A L301

Stanchion Post

Top Rail

2" HDG Base Plate

Infill Panel Frame w/X-Tend Wire Fabric Mesh

1G L301

L301

1B L301

2" Typ.

Varies, See L200 Series

Max: 1'-41 2"

EJ, See L200 Series for Layout

Min: 2"

ALIGN

, T yp

-1

Ty p.

L301

End Post - 1/4" THK HDG Steel Plate Attachment. For Overhang Greater Than 9", Use Doubler Plate Welded on to Plate, or Plate Twice as Thick. If Doubler Plate is Used, Width Shall be 1/2 of the Total Width of the Steel Plate.

2A L301

End Post - Top Rail Attachment

2B L301

End Post - Infill Panels

2C L301

End Post - Base Plate

2" Typ.

Varies, VIF

E xi st in g R ai l/F en ce

ALIGN

L301

2A L301

End Post - Top Rail Attachment

2B L301

End Post - Infill Panels

2C L301

End Post - Base Plate

2" Typ.

10" VIF

EJ, See L200 Series for Layout

2A L301

End Post - Top Rail Attachment

2B L301

End Post - Infill Panels Attachment

L301

End Post - 1/4" THK HDG Steel Plate Attachment

2C L301

End Post - Base Plate

SITE DETAILS -

MARINE RAIL 1

L300As Noted

3 HDG Steel Plate Scale: 1" = 1'-0"

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

2 Marine Rail Infill Panel Custom Modules Scale: 1"=1'-0"

A Custom Panel 1, Condition A Elevation B Custom Panel 1, Condition B Elevation C Custom Panel 2 Elevation

1 Typical Layout of Marine Rail Scale: 1"=1'-0"

Elevation 2 Typical Section of Marine Rail Scale: 1"=1'-0"

Section

A At Bulkhead Expansion Joints, Typical Elevation B At Transition of Reach 1 to Reach 2 Elevation C At Existing Fence Transition Elevation

4" 11

4"11 4" 23

2"Ø Sch 40 HDG Pipe Rail (2.375" OD)

2-1/2" Ø Sch 40 HDG Pipe Sleeve (2.875" OD), Welded to Stanchion

3/8"-24 x 1/4"L SS Set Screw, Typ

CL Stanchion

7/8" Ø HDG Infill Panel Frame w/X-Tend Wire Fabric Mesh

10-32 x 3/4"L Tamper Resistant SS Flathead Machine Screw

4" 1" 1"

R 3 4"

HDG HSS 31

2x21

2x 4 Stanchion Post

1/4" Cap Plate

1/4" HDG Plate

Ground Smooth. Typical for All.

Grind Smooth

1/4" Grind Smooth

1/4" 1/4" Grind Smooth

2" Ø Schedule 40 HDG Pipe Rail (2.375" OD)

HDG HSS 31

2x31

Stanchion Post

CL Stanchion

4"13 4"

3/8"-24 x 1/4"L SS Set Screw, Typ

2" Ø Schedule 40 HDG Pipe Sleeve (2.875" OD), Welded to Stanchion

HDG HSS 31

2x31

2x 4 Stanchion Post, Welded to Base Plate

7/8" Ø Hole, Typ.

1/2" HDG Base Plate

8" 3

2" SQ

2" 11

1/4" HDG Steel Plate, Welded to Stanchion. For Location, See Layout Plan

Varies, See L200 Series, 9" Max VIF

Varies, See L200 Series, >9" VIF

EQ EQ

For Overhang Greater Than 9", Use Doubler Plate Welded on to Plate, or Plate Twice as Thick. If Doubler Plate is Used, Width Shall be 12 of the Total Width of the Steel Plate

Note:

All Welds Shall be Continuous and Ground Smooth. Typical for All.

HDG HSS 31

2x21

2x 4 Stanchion Post, Welded to Base Plate

7/8" Ø Hole, Typ.

1/2" HDG Base Plate

8"11

8" 7 8"

2"Ø Sch 40 HDG Pipe Rail (2.375" OD)

2-1/2" Ø Sch 40 HDG Pipe Sleeve (2.875" OD), Welded to Stanchion

3/8"-24 x 1/4"L SS Set Screw, Typ

HDG HSS 31

2x21

2x 4 Stanchion Post

7/8" Ø HDG Infill Panel Frame w/X-Tend Wire Fabric Mesh

CL Stanchion

C L R ai l

1/4" Stl Plt Top Cap Welded to Stanchion Post

HDG HSS 31

2x21

2x 4 Stanchion Post, Welded to Base Plate

CL Stanchion

Water Side Park Side

1/2" HDG Base Plate

1/2" Ø SS Threaded w/ Hilti RE 500 or Approved Equal

7/8" Ø HDG Infill Panel Frame w/X-Tend Mesh Fabric Panel

Leveling Nut

1/2" HDG Base Plate

1/2" Ø SS Threaded w/ Hilti RE 500 or Approved Equal

1" 1"

1 2"

1/4" HDG Plate, Welded to Frame, Typ

1/4" HDG Plate, Welded to Stanchion, Typ

HDG HSS 31

2x21

2x 4 Stanchion Post, Welded to Base Plate

R 3 4"

Stanchion

Leveling Nut

8" E m be dm en t Non-Shrink Grout, Air Entrained, Min 1" THK

Grind Smooth

4"11 4"

2" Ø Schedule 40 HDG Pipe Rail

(2.375" OD)

3/8"-24 x 1/4"L SS Set Screw, Typ

2-1/2" Ø Schedule 40 HDG Pipe Sleeve (2.875" OD), Welded to Stanchion

HDG HSS 31

2x21

2x 4 Stanchion Post

CL Stanchion

1" 21 2"

7/8" Ø HDG Infill Panel Frame w/X-Tend Wire Fabric Mesh

10-32 x 3/4"L Tamper Resistant SS Flathead Machine Screw w/ Tamper Resistant Nut

1/4" HDG Plate, Welded to Frame, Typ

1/4" HDG Plate, Welded to Stanchion, Typ

HDG HSS 31

2x21

2x 4 Stanchion Post

1"31

2" SQ 1"

7/8" Ø HDG Infill Panel Frame w/X-Tend Wire Fabric Mesh

HDG HSS 31

2x21

Stanchion Post

10-32 x 3/4"L Tamper Resistant SS Flathead Machine Screw w/ Tamper Resistant Nut

1/4" HDG Plate to Frame, Typ

1/4" HDG Plate, Welded to Stanchion, Typ

SITE DETAILS -

MARINE RAIL 2

L301As Noted

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

A Infill Panel and Top Rail Attachment Elevation B Infill Panel and Top Rail Section

D HDG Base Plate Attachment Section G HDG Base Plate PlanF Infill Panels Attachment PlanE Top Rail Attachment Plan

1 Marine Rail Stanchion Typical Details Scale: 3"=1'-0"

As Noted

2 End Post Attachment Details Scale: 3" = 1'-0"

Plan 3 Steel Plate Attachment Scale: 3" = 1'-0"

Plan

C HDG Base Plate Attachment Elevation

A Top Rail Attachment B Infill Panel Attachment C HDG Base Plate B >9" Steel Plate Attachment

A <9" Steel Plate Attachment

6" 8"

Sawn CJ EJ

1/2" Ø x 6" Smooth S.S Dowel, Grease One End. Center in Broom Finish Concrete Pavement Slab. Place 12" O.C.

Compact Subgrade, See Earthwork Specifications.

95% Compacted Aggregate.

See Concrete Pavement and Earthwork Specifications.

Varies See L200 Series for

Locations

1' -2

CIP Concrete Reinforced w/ 6x6/W2.9xW2.9 W.W.R. at Mid-Depth. Provide Broom Finish Perpendicular to Traffic Flow

Notes:

1. Provide 12" Expansion Joint, Recess 34" and fill with

Backer Rod and Sealant.

2. Sawcut Control Joints to be 1/4 Depth of Entire

Slab Depth.

3. Contractor Shall Strictly Follow Control and

Expansion Joint Pattern Shown on the Dwgs.

Review Layout with Landscape Architect and Gain Final Acceptance Before Placing Concrete

4. Pavement Mix and Reinforcement Should Match USACE Pavement. See Specifications, Section 033000.

6"1

See USACE Dwgs For Reach 2 Detailing

Concrete Pavement - Vehicular

L310

1/2" Ø x 12" Smooth S.S Dowel, Grease One End. Center in Broom Finish Concrete Pavement Slab. Place 12" O.C.

Compact Subgrade, See Earthwork Specifications.

95% Compacted Aggregate.

See Concrete Pavement and Earthwork Specifications.

L300

Marine Rail

Varies, See USACE Dwgs

Provide Bond Breaker (Non-Woven Filter Fabric) Where the Seawall Extends Beyond the Edge of the Cap

In si de F ac e of S he et

P ile

W al l

4'-0" Typ.

See USACE Dwgs

3" M in C ov er

1/2" Ø x 12" Smooth S.S Dowel, Grease One End. Center in Broom Finish Concrete Pavement Slab. Place 12" O.C.

See USACE Dwgs For Reach 1 Detailing

Concrete Pavement - Vehicular

L310

NYSDOT Structural Fill Wrapped In Geotextile (See USACE Dwgs) or Compacted Subgrade. See Earthwork Specifications.

95% Compacted Aggregate.

See Concrete Pavement and Earthwork Specifications.

3" M in C ov er

Sawn CJ-B

Notes:

1. CJ-B Shown on Layout Sheets for Reach 1, Shall be 1.5" Deep. See L203-L207.

Existing ConditionConcrete Pavement - Vehicular

L310

Compact Subgrade, See Earthwork Specifications.

95% Compacted Aggregate.

See Concrete Pavement and Earthwork Specifications.

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

SITE DETAILS - CONCRETE

PAVEMENT TRANSITIONS

L3101" = 1'-0"

1 Concrete Pavement - Vehicular Scale: 1" = 1'-0"

Detail

4 Transition @ Reach 2: Timber Crib Scale: 1" = 1'-0"

Detail

3 Transition @ Reach 1: Timber Pile Scale: 1" = 1'-0"

Detail2 Transition @ Existing Plant Bed Scale: 1" = 1'-0"

Detail

Notes:

Product Name:

Bench 58

Manufacturer:

DuMor, inc.

138 Industrial Cir.

Mifflintown, PA 17059 800-598-4018 Phone www.dumor.com

Quantity: Benches to be Relocated.

See Manufacturer Recommendations for Attachment Details. Coordinate with Landscape Architect on Site for Interim Location.

PROVIDE SS BOLTS

CHECKED BY

JOB NUMBER

SCALE

DRAWN BY

DATE

DESCRIPTIONDATENO.

REVISIONS

STATUS

RCWJCP

Waterfront Betterments

Buffalo, New York

OFSHEET NO.

DRAWING TITLE

Landscape Architect Michael Van Valkenburgh Associates, Inc.

Landscape Architects 16 Court Street, 11th Floor Brooklyn, New York 11241

Tel: 718.243.2044 Fax: 718.243.1293

MVVA

18019

Client/Owner Buffalo Urban Development Corporation

95 Perry Street, Suite 404 Buffalo, NY 14203 Tel: 716.856.6525

City of Buffalo Department of Public Works, Parks & Streets

65 Niagara Square Buffalo, NY 14202 Tel: 716.851.5636

Structural/Civil Engineer Wendel

Centerpointe Corporate Park, Suite 200 Williamsville, New York 14221

Tel: 716.688.0766 Fax: 716.625.6825

NOT FOR

CONSTRUCTION

W e d n e s d a y

J a n u a r y

01/22/2020

SITE FURNITURE -

BENCH 58 SERIES

L320NTS

1 Park Bench Scale: NTS

113216-LaSalle Park-Amendment No.2-W912P420B0006(03April2020).pdf

COVER PAGE

2020.01.22_MVVA Waterfront Betterments.pdf

Sheets and Views

COVER

G001 Landscape Architectural Notes, Dwgs List + Abbreviations

L100 Bulkhead Condition Key Plan

L200 Layout and Materials Plan 1

L201 Layout and Materials Plan 2

L202 Layout and Materials Plan 3

L203 Layout and Materials Plan 4

L204 Layout and Materials Plan 5

L205 Layout and Materials Plan 6

L206 Layout and Materials Plan 7

L207 Layout and Materials Plan 8

L300 Site Details - Marine Rail 1

L301 Site Details - Marine Rail 2

L310 Site Details - Concrete Pavement Transitions

L320 Site Furniture - Bench 58 Series

File details come from the government source that posted it. Updated Apr 7, 2020.