D006636 Addendum 1 Final_Part5.pdf

19 MB Posted

Attached to
Phase 1a (Terrace Park)
Solicitation number
2136868
Issued by
New York

About this file

Written by GovTribe AI ·

This is Addendum #1 to the construction documents for the High Falls State Park Phase 1A project in Rochester, New York, prepared by Olin Partnership, Ltd. and affiliated design consultants. The addendum modifies the original bid package dated June 12, 2026, with revisions issued July 28, 2026. The project encompasses comprehensive park construction including landscape architecture, site walls, paving systems, planting design, tree protection protocols, and mechanical, electrical, and plumbing infrastructure. The contract documents include detailed materials plans, paving and jointing specifications, site wall construction details, customized furnishings (including overlook benches and memorial stanchions), tree planting schedules totaling 192 trees (102 canopy trees and 52 understory trees, plus 38 small container trees), soil preparation requirements, and utility systems including water service, domestic hot water, sanitary drainage, and storm water management. The project is sponsored by Empire State Development and involves coordination among multiple design disciplines including landscape architecture, architecture, civil engineering, structural engineering, MEP systems, lighting design, play design, and geotechnical investigation.

The engineer's cost estimate ranges from $17,415,171.00 to $23,561,702.00 with established contracting goals requiring 11% Minority Business Enterprise (MBE) participation, 19% Women Business Enterprise (WBE) participation, and 6% Service-Disabled Veteran-Owned Business (SDVOB) participation. The project requires a Project Labor Agreement (PLA) with prime and subcontractor compliance documentation mandatory for bid qualification. Construction specifications reference the 2025 Building Code of New York State, 2025 Plumbing Code of New York State, and 2025 Fire Code of New York State. Water service infrastructure must comply with Rochester Water Bureau standards including minimum burial depths of 4.5 feet for domestic mains and 5.0 feet for Holly mains, with a preconstruction meeting required before work commences. The project involves management of contaminated soils per NYSDEC regulations with requirements for stockpiling, testing, reuse, and disposal protocols. Specialized requirements include winterization procedures using non-toxic propylene glycol-based antifreeze for sanitary systems and comprehensive tree protection protocols with certified arborist supervision for all work within tree protection zones.

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D006636 Addendum 1 Final_Part6.pdf PDF
D006636 Addendum 1 Final_Part4.pdf PDF
D006636 NTB.pdf PDF
D006636 Addendum 1 Final_Part1.pdf PDF
D006636 Addendum 1 Final_Part3.pdf PDF
D006636 Addendum 1 Final_Part2.pdf PDF

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P ED

TR

HH

TR

HH

TSP

TSP

C

A

A

A

A

A

A

A

A

A

A

A

A

A A

A

B

B

B

B

B

B

B

A C

C

C B

B

B

C

C

C

B

B

B

A

B

B B

A A

A

A

B

B

B

B

A A

A

A

A

B

B

B

L800

L801

L802

L802

L802

L803

M

A T

C H

L

IN

E

S E

E

L

L800

APPROXIM

ATE G

ORGE EDGE

L802

L800

L830

L830

L360

L360

L800

L801

L800

L800

L803

L802 ________________________________________________________6

L802

L802

L803

L803

CUSTOM TREE

GRATE, SEE

TRELLIS COLUMN, TYP.

SEE ARCH DWGS

CONCRETE PAVING BAND UNDER

GUARDRAIL, SEE

RAIL PAVILION COLUMN,TYP.

SEE STRUCTURAL DWGS.

STAIR AND

HANDRAIL, SEE

METAL GATE, SEE /5 L821

HLL, SEE STRUCTURAL DWGS.

/1 L810

L800

L800

L800

L800

L800

MEMORIAL STANCHION,

SEE /7 L851

MEMORIAL STANCHION,

SEE /7 L851

MEMORIAL STANCHION,

SEE /7 L851

MEMORIAL STANCHION,

SEE /7 L851

MEMORIAL STANCHION,

SEE /7 L851

L800

STONE SCRAMBLE

WALL, SEE

L801

STONE SCRAMBLE

WALL,SEE /6 L801

FLUSH CURB,

SEE CIVIL DWGS.

CURB TYP.,

SEE CIVIL DWGS.

L830

/6 L801

/8 L851

L830

L800

L830

CONCRETE

RETAINING WALL,

SEE PLAY DWGS.

DRAINAGE STRIP

SEE /9 L830

DRAINAGE STRIP

SEE /9 L830

WHEEL STOP,

SEE CIVIL DWGS.

/1 L611

L824

BOULDER

SCRAMBLE, SEE

PLAY DWGS

BOULDER SCRAMBLE,

SEE PLAY DWGS

EXISTING BUS STOP REMOVED

AND REINSTALLED,

SEE CIVIL DWGS

M

A T

C H

L

IN

E

S E

E

L

APPROXIM

ATE G

ORGE EDGE

METAL GATE, SEE /5 L821

MEET EXISTING CONCRETE,

SEE CIVIL DWGS.

HLL, SEE STRUCTURAL DWGS.

1. SEE L830 FOR MATERIAL DETAILS

2. SEE L350 FOR PAVING AND JOINTING LAYOUT

CAST-IN-PLACE

CONCRETE PAVING,

SEE /2 L830

WOOD BOARDWALK,

SEE L351

RUBBER PLAY SURFACING,

SEE PL DWGS

ASPHALT,

SEE CIVIL DWGS

STONE PAVING,

SEE /1 L830

PAVING EDGE RESTRAINT,

SEE

WOOD TOP GUARDRAIL WITH

INTEGRATED LIGHTING,

SEE

METAL FENCE,

SEE

STONE WALL,

SEE TYPES IN CALLOUTS

/3 L830

/1 L821

DETECTABLE WARNING,

SEE CIVIL DWGS

STONE CURB,

SEE CIVIL DWGS

/1 L611

CAST-IN-PLACE CONCRETE

PAVING OVER STRUCTURAL SOIL,

SEE /6 L830

STEPPING STONE IN PLANTING,

SEE /8 L830

NOTES

LEGEND

LIMIT OF WORK

PROPERTY LINE

PROPOSED STRUCTURE OVERHEAD,

SEE ARCH DWGS.

PROPOSED BUILDING STRUCTURE

EXISTING BUILDING STRUCTURE

BOULDER TYPE A,

SEE BOULDER SCHEDULE

BOULDER TYPE B,

SEE BOULDER SCHEDULE

BOULDER TYPE C,

SEE BOULDER SCHEDULE

A

B

C

/3 L300

/3 L300

/3 L300

DRAINAGE STRIP,

SEE /9 L830

PLANTING SEPARATION EDGING,

SEE /10 L830

TYPE APPROX.WEIGHT MIN. APPROX. DIMENSIONS

A

B

C

900-1200 LBS 3' X 3' X 2'

2000-4000 LBS 5' X 4' X 2.5'

> 4000 LBS 6' X 4' X 2.5

MIN. APPROX.VOLUME

18 CF

50 CF

60 CF

BOULDER TYPE C (SIX-MAN ROCK)

APPROX DIMENSIONS: 6' x 4' x 2.5'

SEE SPEC

BOULDER TYPE B (FIVE-MAN ROCK)

APPROX DIMENSIONS: 5' x 4' x 2.5'

SEE SPEC

BOULDER TYPE A (FOUR-MAN ROCK)

APPROX DIMENSIONS: 3' x 3' x 2'

SEE SPEC

NOTES:

1. BOULDERS SHALL BE SELECTED AT SOURCE BY THE LANDSCAPE ARCHITECT. BOULDER FACES SHALL

BE NATURALLY WEATHERED. BLAST ROCK WILL NOT BE ACCEPTED.

2. IN FEATURE AREAS, INCLUDING THE BOARDWALK, RAIL PAVILION, HERITAGE WALK AND PLAYGROUND, INDIVIDUAL BOULDERS WILL BE TAGGED BY THE LANDSCAPE ARCHITECT FOR THEIR AESTHETIC

QUALITY, SIZE, AND CHARACTERISTICS.

PLAN 2

PLAN 1

N

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

NOT FOR CONSTRUCTION

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:2 :4

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F T

P L A

N D

S C

A P

E O

L

IN

.r v t

L300

MATERIALS PLAN

SD,RW,LM

NM,MM

06/12/2026

REF:

L300 1" = 20'-0"

1 MATERIALS PLAN - PLAN 1

REF:

L300 1" = 20'-0"

2 MATERIALS PLAN - PLAN 2

REF:

L300 1/2" = 1'-0"

3 BOULDER SCHEDULE

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

Addendum #1 Page 174 of 193

5'-0" TYP.

15'-0" TYP.

8'-0" TYP.

4'-0" TYP.

G V

P ED

TR

HH

TR

HH

TSP

TSP

1. SEE MATERIALS PLANS FOR FULL EXTENT OF PAVED

AREAS AND ASSOCIATED DETAIL CALLOUTS.

2. INSTALL EXPANSION FILL MATERIAL BETWEEN EDGES OF

PAVING, INTERFACES WITH OTHER PAVEMENT,AND

RIGID ELEMENTS SUCH AS STRUCTURES, WALLS,

FOUNDATIONS AND CURBS.

3. INSTALL SEALANT OVER BACKER ROD ON TOP OF THE

EXPANSION JOINT FILL AT THE EDGES OF THE PAVING,

SEE CIVIL DWGS.

4. ALL DIMENSIONS ARE NOMINAL TO CENTERLINE OF

JOINT

NOTES

EXPANSION JOINT,

SEE CIVIL DWGS.

CONTROL JOINT,

SEE CIVIL DWGS.

RECLAIMED STONE PAVING,

SEE ENLARGEMENT /1 L830

BOARDWALK WOOD DECKING

SEE ENLARGEMENT

CIP WITH SEEDED AND LIGHTLY

EXPOSED AGGREGATE ARCHITECTURAL

FINISH, FOR PATTERN ENLARGEMENTS

SEE

/1 L361

/3 L350

LEGEND

LIMIT OF WORK

PROPERTY LINE

PROPOSED STRUCTURE OVERHEAD,

SEE ARCH DWGS.

PROPOSED BUILDING STRUCTURE

BIORETENTION AREA,

SEE CIVIL AND LP DWGS.

EXISTING BUILDING STRUCTURE

L360

L351

L360

M

A T

C H

L

IN

E

S E

E

L

APPROXIM

ATE G

ORGE EDGE

AB

C

D

D

A

B

C

D

A

D

A

B

C

D

A

B

C

D

B

C

D

A

A

B

B

C

D

B

C

D

A

D

B

C

A

D

D

B

C

A

D

B

C

A

D

B

C

A

D

B

C

A

D

B

C

A

D

B

C

A

D B

C

A

D

B

C

A

D

B

C

A D

B

C A

D

B

C

A

DB

C

A

D

B

C A

D

B

C A

D

B

C

A

B

C

A

B

AB

CUSTOM TREE GRATE,

SEE L/850

DETECTABLE WARNING,

SEE CIVIL DWGS

M

A T

C H

L

IN

E

S E

E

L

APPROXIM

ATE G

ORGE EDGE

D

A

B

C

D

A

B

C

D

C

D

A

B

C

D

A

B

C

D

A

EXISTING

CONCRETE

A

B

PATTERN A

PATTERN B

PATTERN C

PATTERN D

TREE GRATE

TREE GRATE

TREE GRATE

TREE GRATE

EQ EQ

/2

/2

/2

"3

/2

/2 "3' - 0"

3' - 0"

3' - 0"

3' - 0"

/2

EQ.

9' - 0" 3' - 0"

CUSTOM TREE GRATE,

SEE L/850

EQ.

PLAN 2

PLAN 1

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

NOT FOR CONSTRUCTION

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:2 :5

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F T

P L A

N D

S C

A P

E O

L

IN

.r v t

L350

PAVING AND JOINTING

PLAN

SD,RW,LM

NM,MM

06/12/2026

REF:

L350 1" = 20'-0"

1 PAVING PLAN - PLAN 1

REF:

L350 1" = 20'-0"

2 PAVING PLAN - PLAN 2

REF:

L350 1/8" = 1'-0"

3 CIP CONCRETE PAVING ENLARGEMENT

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

01 01

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

Addendum #1 Page 175 of 193

RECLAIMED DIMENSIONAL GRANITE WALL

BLOCK, SEE SPECS

PAVING SURFACE VARIES,

SEE MATERIALS PLAN

ADJACENT PLANTING, SEE LP DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

M

IN

1' - 11 9/16"

V A

R

IE

S

S E

E C

IV

IL

D W

G S

PERFORATED PIPE, SEE CIVIL DWGS

NON-WOVEN GEOTEXTILE FABRIC,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE, SEE CIVIL DWGS

FINISH GRADE, SEE GRADING PLAN

1% WASH

3/4" x 10" S.S. DOWEL, 24" O.C., EPOXY

SET, MIN 3 DOWELS PER STONE BLOCK.

DAMPPROOFING, SEE SPECS

1" MORTAR SETTING BED, SEE SPECS

1/2'" EASED EDGE

DRAINAGE BOARD AND SEPARATION

NON-WOVEN GEOTEXTILE

BOULDER BEYOND, SEE /4 L801

PAVING TYPE VARIES,

SEE MATERIALS PLAN

H

IE

G H

T V

A R

IE

S

S

E E

G R

A D

IN

G

P L A

N

ADJACENT

PLANTING, SEE

LP DWGS.

M

IN

PRE-WEATHERED STILL SIGN WITH

ENGRAVING, SEE NARRATIVE

FINISH GRADE, SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

PERFORATED PIPE, SEE CIVIL DWGS.

DRAINAGE AGGREGATE,

SEE CIVIL DWGS.

PLANTING SOIL,

SEE LP DWGS

NON-WOVEN GEOTEXTILE FABRIC,

SEE CIVIL DWGS.

DAMPPROOFING, SEE SPECS

1 1/2" MORTAR , SEE SPEC

2" MIN RECESS FROM THE FACE OF

THE ROCK, TYP.

SS DOWEL,12" O.C.,

MIN 3 DOWELS PER WALL BLOCK

DRAINAGE BOARD AND SEPARATION

NON-WOVEN GEOTEXTILE

RECLAIMED DIMENSIONAL GRANITE WALL BLOCK,

SEE SPECS

STONE PAVER, SEE

WOOD TOP GUARDRAIL, SEE

CONCRETE SLAB, SEE CIVIL DWGS.

/1 L611

/1 L830

CONCRETE RETAINING WALL,

SEE STRUCTURAL DWGS.

D E

P T

H V

A R

IE

S

S

E E

G R

A D

IN

G

P L

A N

REINFORCED C.I.P. CONCRETE FOOTING,

SEE STRUCTURAL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

DAMPPROOFING,

SEE SPECS

FOUNDATION DRAIN,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE,

SEE CIVIL DWGS.

NON-WOVEN GEOTEXTILE FABRIC,

SEE CIVIL DWGS.

EXPANSION JOINT, SEE CIVIL DWGS.

RECLAIMED DIMENSIONAL GRANITE WALL

BLOCK, SEE SPECS

PAVING SURFACE VARY,

SEE MATERIALS PLAN

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

M

IN

1' - 11 9/16"

V A

R

IE

S

S E

E C

IV

IL

D W

G S

PERFORATED PIPE, SEE CIVIL DWGS

NON-WOVEN GEOTEXTILE FABRIC,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE, SEE CIVIL DWGS

FINISH GRADE, SEE GRADING PLAN

1% WASH

3/4" x 10" S.S. DOWEL, 24" O.C., EPOXY SET, MIN 3 DOWELS PER STONE BLOCK.

DAMPPROOFING, SEE SPECS

1" MORTAR SETTING BED, SEE SPECS

CIP CONCRETE PAVING

SEE MATERIALS PLAN

#9 AGGREGATE JOINT

2-3" TYP.

ALIGN

BOULDER BEYOND, SEE

1/2'" EASED EDGE

DRAINAGE BOARD AND SEPARATION

NON-WOVEN GEOTEXTILE

DRAINAGE GEOTEXTILE, SEE SPECS

/4 L801

1' - 11 9/16"

1% WASH

RECLAIMED DIMENSIONAL GRANITE WALL BLOCK,

SEE SPECS

THICKENED SLAB EDGE

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

STONE PAVING,

SEE /1 L830

1" MORTAR SETTING BED, SEE SPECS

2-3" TYP. #9 AGGREGATE JOINT

/3 L830

DRAINAGE GEOTEXTILE, SEE SPECS

SEPARATION NON-WOVEN GEOTEXTILE

3/4" x 10" S.S. DOWEL, 24" O.C., MIN 3 DOWELS PER STONE BLOCK.

1/2'" EASED EDGE

DRAINAGE GEOTEXTILE, SEE SPECS

M

IN EDGE RESTRAINT, SEE

BOULDER,

SEE MATERIAL PLAN

PAVING SURFACE VARY,

SEE MATERIALS PLAN

ADJACENT PLANTING, SEE LP DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

FOUNDATION DRAIN, SEE CIVIL DWGS.

NON-WOVEN GEOTEXTILE FABRIC,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE, SEE CIVIL DWGS.

FINISH GRADE, SEE GRADING PLAN

DRAINAGE BOARD AND SEPARATION

NON-WOVEN GEOTEXTILE

1" MORTAR SETTING BED

2-3" TYP. #9 AGGREGATE JOINT AT

PAVEMENT EDGES

DAMPPROOFING, SEE SPECS

DRAINAGE GEOTEXTILE, SEE SPECS

M

IN

M A

X

BOULDER ROCK,

SEE MATERIAL PLAN

PAVING SURFACE VARY,

SEE MATERIALS PLAN

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

FOUNDATION DRAIN, SEE CIVIL DWGS

NON-WOVEN GEOTEXTILE FABRIC,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE, SEE CIVIL DWGS.

FINISH GRADE, SEE GRADING PLAN

1" MORTAR SETTING BED

CIP CONCRETE PAVING

SEE MATERIALS PLAN

#9 AGGREGATE JOINT

2-3" TYP.

DRAINAGE BOARD AND SEPARATION

NON-WOVEN GEOTEXTILE

2-3" TYP. #9 AGGREGATE JOINT AT

PAVEMENT EDGE

DAMPPROOFING, SEE SPECS

DRAINAGE GEOTEXTILE, SEE SPECS

M

IN

M A

X

M A

X

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

NOT FOR CONSTRUCTION

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

1" = 1'-0"

/2

/2

:2 :5

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F T

P L A

N D

S C

A P

E O

L

IN

.r v t

L800

DETAILS - SITE WALLS

SD,RW,LM

NM,MM

06/12/2026

REF:

L800 1" = 1'-0"L300

1 STONE SEATWALL AT PLANTING

REF:

L800 1" = 1'-0"L300

6 DRY LAY WALL WITH SIGNAGE

REF:

L800 1" = 1'-0"L300

7 CONCRETE RETAINING WALL

REF:

L800 1" = 1'-0"L300

2 STONE SEATWALL AT PAVING

REF:

L800 1" = 1'-0"L300

3 STONE BLOCK BENCH

REF:

L800 1" = 1'-0"

4 STONE SEATWALL BOULDER AT PLANTING

REF:

L800 1" = 1'-0"

5 STONE SEATWALL BOULDER AT PAVING

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

R, Addendum #1 Page 176 of 193

1 1/2" MORTAR , SEE SPEC

2" MIN RECESS FROM THE FACE OF THE ROCK, TYP.

PAVING SURFACE VARIES

SEE MATERIALS PLAN

ADJACENT PLANTING AND SOIL, SEE LP DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

STAINLESS STEEL DOWEL,12" O.C., EPOXY SET,

MIN 3 DOWELS PER BOULDER

PERFORATED DRAIN PIPE,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE, SEE CIVIL DWGS.

FINISH GRADE, SEE GRADING PLAN

M

IN

V A

IR

E

S

S E

E C

IV

IL

D W

G S

20-26" TYP

BATTER OF FACE OF WALL BETWEEN 6:1 TO 12: 1

-2

T Y

P

BOULDER BEYOND, SEE MATERIALS PLAN

1" MAX

RECLAIMED SEMI-DIMENSIONAL GRANITE WALL

BLOCK , SEE SPECS

M

IN

DAMPPROOFING, SEE SPEC

DRAINAGE BOARD AND SEPARATION NON-

WOVEN GEOTEXTILE

M

IN

MIN. 12" COMPACTED AGGREGATE

WITH SLOPED EDGES, SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

STONE PAVERS, SEE

#9 AGGREGATE JOINT, SEE SPECS

CUT PAVERS TO MATCH IRREGULAR

FACE OF BOULDER, TYP.

GRANITE BOULDER, SEE BOULDER SCHEDULE

H E

IG

H

T V

A R

IE

S

M

IN

/1 L830

EDGE RESTRAINT, SEE

DRAINAGE GEOTEXTILE,

SEE SPECS

2"-3" TYP.

/3 L830

COMPACTED AGGREGATE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

C.I.P CONCRETE,

SEE CIVIL DWGS.

GRANITE BOULDER, SEE BOULDER SCHEDULE

D E

P T

H A

V R

IE

S

M

IN

STONE SEAT WALL BEYOND, SEE MATERIALS PLAN

C.I.P CONCRETE, SEE CIVIL DWGS.

H E

IG

H

T V

A R

IE

S

M

IN

#9 AGGREGATE JOINT, SEE SPECS

DRAINAGE GEOTEXTILE, SEE SPEC

1 1/2" MORTAR , SEE SPEC

PAVING SURFACE VARIES,

SEE MATERIALS PLAN

ADJACENT PLANTING AND SOIL, SEE LP DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

STAINLESS STEEL DOWEL,12" O.C., EPOXY SET,

MIN 3 DOWELS PER BOULDER

PERFORATED DRAIN PIPE,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE, SEE CIVIL DWGS.

FINISH GRADE, SEE GRADING PLAN

M

IN

DAMPPROOFING, SEE SPEC

20-26" TYP

-2

T Y

P

V A

IR

E

S S

E E

C

IV

IL

P

L A

N

BOULDER BEYOND, SEE MATERIALS PLAN

RECLAIMED SEMI-DIMENSIONAL GRANITE WALL

BLOCK , SEE SPECS

DRAINAGE BOARD AND SEPARATION NON-

WOVEN GEOTEXTILE

M

IN

3' - 8"

SCRIBE STONE SEATWALL TO FIT

BOULDER. JOIN WITH 1" GROUT.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE CIVIL DWGS.

MORTAR SETTING BED

MATERIAL VARIES,

SEE MATERIALS PLAN

GRANITE BOULDER,

SEE BOULDER SCHEDULE

STONE SEATWALL,

SEE /2 L800

/3

B E

L O

W F

IN

IS

H E

D G

R A

D E

VARIES

1 1/2" MORTAR , SEE SPEC

2" MIN RECESS FROM THE FACE OF THE ROCK, TYP.

CIP CONCRETE PAVING, SEE

POUR IN PLACE RUBBER PLAY SURFACING,

SEE PL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE FOOTING,

SEE STRUCTURAL DWGS.

STAINLESS STEEL DOWEL,12" O.C., EPOXY SET,

MIN 3 DOWELS PER BOULDER

PERFORATED DRAIN PIPE,

SEE CIVIL DWGS.

DRAINAGE AGGREGATE, SEE CIVIL DWGS

FINISH GRADE, SEE GRADING PLAN

DAMPPROOFING, SEE SPEC

12" MIN.

RECLAIMED SEMI-DIMENSIONAL GRANITE WALL

BLOCK , SEE SPECS

/2 L830

DRAINAGE GEOTEXTILE, SEE SPECS

#9 AGGREGATE JOINT, SEE SPECS

1" MAX

1" MAX

REF:

L801 1" = 1'-0"

4 BOULDER AT SEAT WALL

REF:

L801 1" = 1'-0"

3 BOULDER AT STONE PAVING

REF:

L801 1" = 1'-0"L300

1 STACKED BOULDER RETAINING WALLS

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

NOT FOR CONSTRUCTION

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:2 :5

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F T

P L A

N D

S C

A P

E O

L

IN

.r v t

L801

DETAILS - SITE WALLS

SD,RW,LM

NM,MM

06/12/2026

REF:

L801 1" = 1'-0"L300

2 SINGLE BOULDER RETAINING WALLS

REF:

L801 3/4" = 1'-0"

5 BOULDER AT STONE SEATWALL END

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

REF:

L801 1" = 1'-0"

6 STONE SCRAMBLE WALL

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

Addendum #1 Page 177 of 193

WEEP HOLES,

SEE CIVIL DWGS.

SEPARATION GEOTEXTILE,

SEE SPECS

1/4" POLYMERIC STONE DUST

JOINT, TYP., SEE SPEC

1" SAND CEMENT SETTING BED,

SEE SPEC

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

CIP CONCRETE PAVING SUB- SLAB,

SEE CIVIL DWGS.

/2

T Y

P

RECLAIMED STONE PAVER, SEE SPEC

FINISH GRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE

BASE, SEE CIVIL DWGS.

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

0' - 4"

CONTROL JOINT, TYP.

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE

BASE, SEE CIVIL DWGS.

CIP CONCRETE PAVING,

SEE CIVIL DWGS.

R E

F E

R T

O C

IV

IL

D W

G S

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

FINISH GRADE.

SEE CIVIL DWGS.

6"x3"x1/4" METAL PAVING

EDGE RESTRAINT

ADJACENT FINISH GRADE AT SOIL

LOWER THAN ADJACENT PAVING,

SEE PL DWGS.

THICKENED SLAB EDGE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

STONE PAVING,

SEE /1 L8301

M

IN

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

FINISH GRADE,

SEE CIVIL DWGS.

ADJACENT STONE PAVING,

SEE

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

REINFORCED C.I.P. CONCRETE SLAB,

SEE CIVIL DWGS.

LIGHTING FIXTURE INTEGRATED

TO CURB, SEE LIGHTING DWGS.

0' - 6"

INTERPRETIVE WALL,

SEE /6 L800

/1 L830

STONE CURB

EXPANSION JOINT, TYP

SEE CIVIL DWGS.

3/8" DIA. X 4" LONG STAINLESS STEEL

DOWELS EPOXIED INTO CURB, 12"

O.C., MIN. 3 DOWELS PER STONE

CIP CONCRETE PAVING,

SEE CIVIL DWGS.

ALIGN

THICKENED SLAB EDGE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

STONE PAVING,

SEE /1 L830

FINISH GRADE,

SEE CIVIL DWGS.

EXPANSION JOINT, SEE

CIVIL DWGS.

STRUCTURAL SOIL,

SEE LP SERIES

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

CIP CONCRETE PAVING,

SEE CIVIL DWGS.

R E

F E

R T

O C

IV

IL

D W

G S

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

FINISH GRADE,

SEE CIVIL DWGS.

ADJACENT PLANTING

AND PLANTING SOILS,

SEE PL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

3-1/2" STONE PAVER

/3

B E

L O

W F

IN

IS

H E

D G

R A

D E

GRANITE BOULDER,

SEE CIVIL DWGS.

THICKENED SLAB EDGE

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

STONE PAVING,

SEE /1 L830

2-3" TYP. #9 AGGREGATE JOINT

EDGE RESTRAINT, SEE /3 L830

DRAINAGE GEOTEXTILE, SEE SPECS

SECTION

PLAN

SCRIBE STONE PAVERS TO

BOULDER EDGE,

SEE /1 L351

4" MIN.

CUT TO FILL

JOINTING,

SEE PAVING PLAN

/3

B E

L O

W F

IN

IS

H E

D G

R A

D E

S

E E

C

IV

IL

D

W G

S

GRANITE BOULDER,

SEE CIVIL DWGS.

SECTION

PLAN

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE

BASE, SEE CIVIL DWGS.

CIP CONCRETE PAVING,

SEE CIVIL DWGS.

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

T

Y P

A G

G R

E G

A T

E J

O

IN

T

CONCRETE PAVING,

SEE /2 L830

2-3" TYP. #9 AGGREGATE JOINT

JOINTING, SEE PAVING PALN

SCRIBE CONCRETE TO

BOULDER EDGE

DRAINAGE GEOTEXTILE, SEE SPECS

DRAINAGE AGGREGATE,

SEE CIVIL DWGS.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

DRAINAGE GEOTEXTILE,

SEE SPECS

ADJACENT PLANTING,

SEE PLANS

DECORATIVE COBBLE

18" STAKE, INSTALL ON PLANT

BED SIDE OF EDGING

SLUMP FOOTING, 24" O.C.

ALIGN

VERTICAL SURFACE VARIES,

SEE PLANS

VARIES, SEE LAYOUT PLAN

4" METAL EDGE ATTACHED

TO STAKE

SECTION

PLAN

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

CONCRETE PAVING,

SEE /2 L830

JOINTING, SEE PAVING PLAN

EXPANSION JOINT,

SEE CIVIL DWGS.

CONCRETE FOOTING,

SEE STRUCTURAL DWGS.

EXPANSION JOINT,

SEE CIVIL DWGS.

COLUMN,

SEE ARCH DWGS.

BASE PLATE AND ANCHORS,

SEE STRUCTURAL DWGS.

SECTION

PLAN

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

CONCRETE PAVING,

SEE /2 L830

JOINTING,

SEE PAVING PLAN

EXPANSION JOINT,

SEEE CIVIL DWGS.

CONCRETE FOOTING,

SEE STRUCTURAL DWGS.

ISOLATION JOINT

COLUMN,

SEE /1 L858

FASTENER,

SEE STRUCTURAL DWGS.

EXPANSION JOINT, TYP.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

COMPACTED AGGREGATE

BASE, SEE CIVIL DWGS

CIP CONCRETE PAVING,

SEE CIVIL DWGS.

R E

F E

R T

O C

IV

IL

D W

G S

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

FINISH GRADE,

SEE CIVIL DWGS.

STRUCTURAL SOIL,

SEE LP SERIES

DOWEL, SEE CIVIL DWGS.

S E

E L

P D

W G

S

F O

R D

E P

T H

ALIGN

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

PLANTING SOILS, SEE SOILS PLAN

ADJACENT PLANTING,

SEE PLANTING PLANS

18" STAKE, INSTALL ON PLANT

BED SIDE OF EDGING

SLUMP FOOTING, 24" O.C.

LAWN, SEE PLANTING PLANS

4" METAL EDGE ATTACHED

TO STAKE

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

NOT FOR CONSTRUCTION

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

1" = 1'-0"

/2

/2

:5 :1

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F T

P L A

N D

S C

A P

E O

L

IN

.r v t

L830

DETAILS - PAVING

SD,RW,LM

NM,MM

06/12/2026

REF:

L830 1" = 1'-0"

1 STONE PAVING, TYP.

REF:

L830 1" = 1'-0"

2 CIP CONCRETE PAVING, TYP.

REF:

L830 1" = 1'-0"L300

3 METAL EDGE RESTRAINT AT STONE PAVING

REF:

L830 1" = 1'-0"

5 INTERPRETIVE WALL CURB, TYP.

REF:

L830 1" = 1'-0"L300

4 STONE PAVING AT CONCRETE PAVING

REF:

L830 1" = 1'-0"

6 CIP CONCRETE PAVING OVER STRUCTRUAL SOIL

REF:

L830 1" = 1'-0"

8 STEPPING STONE IN PLANTING

REF: NTS

L83013 STONE PAVING AT BOULDER

REF: NTS

L83014 CIP CONCRETE PAVING AT BOULDER

REF: NTS

L8309 DRAINAGE STRIP

REF: NTS

L83012 CIP CONCRETE PAVING AT TRELLIS COLUMN

REF: NTS

L83011 CIP CONCRETE PAVING AT RAIL PAVILION COLUMN

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

REF:

L830 1" = 1'-0"L300

7 CIP CONCRETE PAVING AT CIP CONCRETE PAVING OVER STRUCTURAL SOIL

REF:

L830 1" = 1'-0"

10 PLANTING SEPERATION EDGING

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

Addendum #1 Page 178 of 193

1' - 4 1/8" 1' - 4 1/8"

0' - 2"

2' - 8 1/4"

1/2" STAINLESS STEEL BENCH

SUPPORT PLATE

2x6 WOOD DECK BOARD

4x4 PRESSURE TREATED

WOOD JOIST

CUSTOM STAND OFF

OVERLOOK STRUCTURAL SLAB,

SEE STRUCTURAL DWGS.

CUSTOM WOOD NOSING WITH

KEBONY CLEAR 50 X 100MM,

SEE SPECS

2x6 WOOD BENCH SLAT, MATCH

DECK BOARD MATERIAL

S.S. WOOD SCREW, TYP.

5/8" DIS. STAINLESS STEEL

THREADED ROD EMBEDDED IN

EPOXY WITH ACORN NUT, TYP.

L851

15' - 4 1/4"

3' - 4 1/4"3' - 4 1/4" 3' - 4 1/4" 3' - 4 1/4" 0' - 11 5/16"1' - 0"

ALIGN BENCH SUPPORT WITH WOOD DECK

JOINT, TYP.

CUT ADJACENT DECK BOARDS TO RECEIVE

BENCH SUPPORT. PROVIDE 1/8" GAP

CONCRETE SLAB,

SEE STRUCTURAL DWGS.

CUSTOM CUT WOOD DECK BOARD

ADJACENT TO BENCH SUPPORT

1/2" THICK, STAINLESS STEEL BENCH SUPPORT

WOOD END NOSING

WOOD NOSING, BEYOND

4x4 PRESSURE TREATED WOOD JOIST

LEVEL TOP OF BENCH

1" TYP.

TYP

6"

TYP

6"

BREAK IN WOOD JOISTS AT

BENCH SUPPORT, TYP.

5/8" DIA. STAINLESS STEEL THREADED ROD

EMBEDDED IN EPOXY WITH ACORN NUT, TYP.

CUSTOM STAND OFF, TYP.

2x6 WOOD DECK BOARD

CONCRETE CANTILIVER SLAB,

SEE STRUCTURAL DWG.

0' - 10" TYP.

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

CIP CONCRETE PAVING SUB- SLAB,

SEE CIVIL DWGS.

RECLAIMED STONE PAVING,

SEE PAVING PLAN

1/2" WEATHERING STEEL PLATE WITH ENGRAVING.

FINAL ENGRAVING TO BE DETERMINED

COMPACTED AGGREGATE BASE,

SEE CIVIL DWGS.

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

VERTICAL STANCHION BEYOND, SEE

EXPANSION JOINT, SEE CIVIL DWGS.

DOWEL BEYOND

ALIGN

HIGH STRENGTH POLYURETHANE ADHESIVE

/4 L851

3" MIN.

1/2", 6" LONG EPOXY SET STAGGERED

DOWELS, MIN.5 PER PLATE

CIP CONCRETE ROSTER

COMPACTED SUBGRADE,

SEE CIVIL DWGS.

CIP CONCRETE PAVING SUB- SLAB,

SEE CIVIL DWGS.

COMPACTED AGGREGATE

BASE, SEE CIVIL DWGS.

STABILIZATION GEO-TEXTILE,

SEE CIVIL DWGS.

DAMPPROOFING APPLIED AT

BACKSIDE AND SIDES IN CONTACT

WITH PLANTING SOIL, EXTEND 1"

ABOVE FINISH GRADE, SEE SPECS.

3" X 1/2" WEATHERING STEEL RIB

WELDED TO BACK OF STANCHION

ENGRAVED PLATE, SEE

M

IN

5" MIN.

T Y

P

/2

0' - 3"

1/2" WEATHERING STEEL PLATE WITH

ENGRAVING, EASE EDGES, FINAL

ENGRAVING TO BE DETERMINED.

/7 L851

(4) STAINLESS STEEL ACHOR

RODS, EPOXY SET, TYP.

STONE PAVING, SEE

ENGRAVED PLATE, SEE

EXPANSION JOINT, SEE CIVIL DWGS.

PAVING EDGE RESTRAINT, SEE

STANCHION

STANCHION RIB

/3 L830

/1 L830

/7 L851

COMPACTED

SUBGRADE,

SEE CIVIL DWGS.

CONCRETE PAVING,

SEE

CRASH RATED BOLLARD CORE AND

REINFORCEMENT, SEE CIVIL DWGS.

CONCRETE FOOTING,

SEE CIVIL DWGS.

8" NOMINAL SCHEDULE 10 PIPE

STAINLESS STEEL

/2 L830

EXPANSION JOINT,

SEE CIVIL DWGS.

1/2" UNIFORM SEALANT JOINT

(3) TAMPER-RESISTANT STAINLESS

STEEL CUP-POINT SET SCREWS,

SPACED EQ. AROUND SLEEVE

1.4" MIN. CLEARANCE

PROVIDE INTERNAL NEOPRENE

CENTERING SHIMS OR WELDED STAINLESS

STEEL SPACER TABS INSIDE SLEEVE TO

PREVENT RATTLING, ENSURE

CONCENTRIC ALIGNMENT OVER CORE

1/2" EASED EDGE, BLENDED SEAMLESSLY

1/2" THICK STAINLESS STEEL FLAT PLATE

P L U

M B

FINISH GRADE, SEE CIVIL DWGS.

TREE PLANTING, SEE LP SERIES

P L U

M B

8' - 8"

CONCRETE PAVING, SEE

UNDERDRAIN PIPE, SEE LP DWGS.

STRUCTURAL SOIL, SEE LP DWGS.

L 3" X 2" X 1/4" METAL ANGLE WITH A

CONTINUOUS 3/4" X 2" FLAT BAR FILLER

STITCH-WELDED INSIDE

CUSTOM TREE GRATE, SEE SPECS

4" AERATION / IRRIGATION PIPE,

SEE LP DWGS.

10' - 0"

6' - 0"

/4

ROOTBALL BELOW

E Q

E

Q

E Q

/2

SUPPORT FRAME BEYOND

0' - 0 1/2"

1' - 0"

6" DIAMETER, TAMPER-PROOF

REMOVABLE CAP FOR IRRIGATION

PERIMETER FRAME SUPPORT UNDER GRATE

1' - 10"

REMOVABLE INNER RING

REMOVABLE INNER RING

1' - 0"

HSS 4" X 2" X 1/4" MAIN TUBES WITH

L 1-1/4" X 1-1/4" X 1'1/4" LEDGER ANGLES

WELDED TO THE SIDES

TYP. 5/8" DIA 6" MIN WIELDED HEADED

STUD ANCHOR AT 45°. SPACING PER

MANUFACTURE

0' - 0 1/8"ALIGN

HSS 4" X 2" X 1/4" MAIN TUBES WITH

L 1-1/4" X 1-1/4" X 1'1/4" LEDGER ANGLES

WELDED TO THE SIDES

/2 L830

UNDERDRAIN CLEANOUT ACCESS,

COORDINATE UNDERDRAIN WITH CAP

LOCATION IN GRATE

1' - 0"

AERATION / IRRIGATION LOOP,

PERFORATED PIPE, SEE LP DWGS.

WATER FOUNTAIN,

SEE ARCH DWGS.

/2 L830

FINISH GRADE,

SEE CIVIL DWGS.

CONCRETE PAVING,

SEE

EQ. EQ.

RAILING EPOXY SET INTO

CONCRETE PAVING, SIM.

TO HANDRAIL DETAIL,

SEE CIVIL DWGS.

SECTION

PLAN

0' - 1"

WATER FOUNTAIN,

MOUNTED TO RESTROOM

STAINLESS STEEL CANE DETECTION

STRIP MOUNTED TO PAVING

1' - 6"

0' - 3"

1" DIA. STAINLESS

STEEL TUBE

R 0' - 1"

R

' - 0

/ 2

CHAMFERED EDGE OF CUSTOM WOOD NOSING,

MITER JOINT, TYP.

1/2" THICK STAINLESS STEEL BENCH SUPPORT BELOW

2X6 WOOD BENCH SLAT, MATCH

DECK BOARD MATERIAL

S.S. WOOD SCREW BELOW, TYP.

/4

15' - 4 1/4"

0' - 5 1/2"

0' - 0 1/4"

0' - 6"

0' - 0 1/8"

3' - 4 1/4" 3' - 4 1/4" 3' - 4 1/4" 3' - 4 1/4"0' - 11 5/8" 0' - 11 5/8"

1/2" THICK 4" WIDE STAINLESS STEEL MOUNTING BRACKET

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

NOT FOR CONSTRUCTION

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:2 :0

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F T

P L A

N D

S C

A P

E O

L

IN

.r v t

L851

DETAILS -

CUSTOMIZED

FURNISHINGS

SD,RW,LM

NM,MM

06/12/2026

REF:

L851 1 1/2" = 1'-0"L360

2 OVERLOOK BENCH - SECTION

REF:

L851 1 1/2" = 1'-0"L360

1 OVERLOOK BENCH - ELEVATION

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

REF: NTS

L8517 MEMORIAL STANCHION PLATE AT PAVING, TYP.

REF: NTS

L8514 MEMORIAL STANCHION PLATE VERTICAL ATTACHMENT, TYP.

REF: NTS

L8516 CUSTOM BOLLARD SLEEVE AT TRAFFIC BOLLARD, TYP.

REF: NTS

L8518 CUSTOM TREE GRATE

REF: NTS

L8515 WATERFOUNTAIN CANE DETECTION STRIP

REF:

L851 1 1/2" = 1'-0"

3 OVERLOOK BENCH PLAN VIEW

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

SEAL & STAMP

NOT FOR CONSTRUCTION

Addendum #1 Page 179 of 193

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LP400

PLANTING BED AT GORGE EDGE

F2

LP400

PLANTING BED

AT EXISTING

BREWERY FENCE

E2

LP400

PLANTING BED AT GORGE EDGE

D2

LP400

RIP RAP SURFACE BELOW OVERLOOK

UNDERDRAIN, TYP,

SEE CIVIL DWGS

2' WIDE GRAVEL

PRETREATMENT STRIP,

SEE CIVIL DWGS

UNDERDRAIN, TYP,

SEE CIVIL DWGS

DRAINAGE STRIP AT

BUILDING FACE, 12" WIDE

2' WIDE GRAVEL

PRETREATMENT STRIP,

SEE CIVIL DWGS

2' WIDE GRAVEL PRETREATMENT

STRIP, SEE CIVIL DWGS

2' WIDE GRAVEL

PRETREATMENT STRIP,

SEE CIVIL DWGS

UNDERDRAIN, TYP,

SEE CIVIL DWGS

LIMITS OF

E-DESIGNATION AREAS

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PLANTING BED AT GORGE EDGE

F2

LP400

PLANTING BED

AT EXISTING

BREWERY FENCE

F2

LP400

PLANTING BED

AT EXISTING

BREWERY FENCE

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

F

F

SEAL & STAMP

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

PRIME CONSULTANT

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

N

PLAN 2

PLAN 1

KEY MAP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

SUB CONSULTANTS

06/12/2026 BID PACKAGE

No. Date Description

REVISION

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

07/28/2026 ADDENDUM #101

1. CONFIRM SUBGRADE INFILTRATION CONDITIONS PRIOR TO PLACING PLANTING SOILS. PERFORM

PERCOLATION TESTING AND DECOMPACTION. SEE PLANTING SOIL SPECIFICATIONS. IF ANY

PORTION OF THE SUBGRADE IS FOUND TO NOT BE FREE DRAINING, REPORT FINDINGS TO

CONSTRUCTION MANAGER AND LANDSCAPE ARCHITECT. DO NOT PROCEED WITH INSTALLATION

OF PLANTING SOIL UNTIL RECEIVING CLARIFICATION.

2. FOR PLANTING SOIL OVER SUB SURFACE STRUCTURES, ENSURE DRAINAGE LAYER AND OR

DRAINAGE BOARD PROVIDES DISCHARGE TO FREE DRAINING SUBGRADE.

3. PRIOR TO INSTALLING PLANTING SOILS, CONFIRM ALL UTILITIES, SLEEVES, AND C.I.P.

FOUNDATIONS ARE INSTALLED AND ACCEPTABLE.

4. CONTRACTOR IS RESPONSIBLE FOR LEGALLY DISPOSING OF ANY EXCESS SOIL OFFSITE.

5. E-DESIGNATED AREAS SHALL BE PAVED OR HAVE 2'-0" OF CLEAN SOIL COVER EMPLACED OVER

THE UNPAVED SURFACE. CLEAN COVER MAY CONSIST OF TOPSOIL, STRUCTURAL MATERIALS,

DRAINAGE MATERIALS, OR NON-VIRGIN SOIL. IMPORTED MATERIAL MUST MEET THE

REQUIREMENTS OF SECTION 31 20 00 EARTH MOVING, PARAGRAPH 3.13 D. SEPARATION FABRIC

SHALL BE PLACED AT THE BOTTOM OF THE CLEAN COVER AS DEMARCATION.

6. ANY DISTURBED OR REGRADED SURFACES OUTSIDE THE E-DESIGNATED AREAS SHALL BE PAVED

OR HAVE 1'-0" MINIMUM OF CLEAN COVER EMPLACED OVER THE REGRADED SURFACE.

7. WHERE GRADING REQUIRES SOILS PLACEMENT STEEPER THAN 1:3, PLACE EROSION CONTROL

BLANKET. SEE CIVIL DRAWINGS FOR EROSION CONTROL BLANKET INFORMATION.

PLANTING SOILS NOTES

LP200

SOILS PLAN

1" = 20'-0"

JBP/MIM

MDC

06/12/2026

1" = 20'-0"

SOILS PLANA3

1" =20'-0"

SOILS PLANA5

PLANTING SOILS LEGEND

LAWN OR SEED SOIL, SEE DETAIL B2 / LP400

BIORETENTION BED, SEE DETAIL A1 / LP400

SOIL AT EXISTING TREES TO REMAIN, SEE DETAIL F4 / LP400

PLANTING BED PROFILE, SEE DETAIL A2 / LP400

EXISTING TREE TO REMAIN AND BE PROTECTED

PROPOSED CANOPY TREE LOCATION -

SEE DETAILS SHEET LP400

PROPOSED UNDERSTORY TREE LOCATION -

SEE DETAILS SHEET LP400

PLANTING BED AT ST PAUL STREET, SEE DETAIL D3 / LP400

E-DESIGNATED AREA, SEE NOTES 5 AND 6 ABOVE

STRUCTURAL SOIL, SEE DETAILS A5, C5, D5 / LP400

MA

TC

H

LIN

E, S

EE

A

MA

TC

H

LIN

E, S

EE

A

Addendum #1 Page 180 of 193

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AR

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QMU

JV

AS

AR

AA-m

PS

HV

QC

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CA

LL

CCA

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OV

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AA

CF

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AA-m

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CC

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QC

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AA-m

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AS

CA

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AR

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AR

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CCA

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QC

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AA-m

QM

PS

QMU1

CC

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AR

AR

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AS

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AA

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JV

OV

COV

CCO

CG

BP-s

BT-m

BA-m

BT-m

BA-m

BA-s

BT-m

BT-s

BP-m

BP-s

BT-s

BT-s

COV

CG

AA

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OV

OV

CCO-c

CG-c

COV-c

BA-c

BP-c

BT-c

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CCO-c

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AA-m

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CCO-c

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

F

F

SEAL & STAMP

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

SEAL & STAMP

PRIME CONSULTANT

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

N

PLAN 2

PLAN 1

KEY MAP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

SUB CONSULTANTS

06/12/2026 BID PACKAGE

No. Date Description

REVISION

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

07/28/2026 ADDENDUM #101

TREE PLANTING LEGEND

CANOPY TREE - SEE DETAILS A3 AND B3/LP400

UNDERSTORY TREE - SEE DETAILS A3 AND B3/LP400

EXISTING TREE TO REMAIN

EVERGREEN TREE - SEE DETAILS A3 AND B3/LP400

LP300

TREE PLANTING PLAN

1" = 20'-0"

JBP/MIM

MDC

06/12/2026

TREE PLANTING NOTES

EXISTING GRADE BREAK AT GORGE EDGE

1" = 20'-0"

TREE PLANTING PLANA3

1" = 20'-0"

TREE PLANTING PLANA5

PLANT SCHEDULE - TREES

QUANTITY KEY BOTANICAL NAME COMMON NAME SIZE ROOT FALL DIG HAZARD COMMENTS

CANOPY TREES

14 AR Acer rubrum 'Frank Jr' Redpointe Red Maple 4.5" - 5" cal B&B X

10 AS Acer saccharum 'Morton' Crescendo Sugar Maple 4.5" - 5" cal B&B X

7 BT-m Betula lenta Sweet Birch 10'-12' ht #15 Cont. Multi stem - 3 to 5 leaders

3 BT-s Betula lenta Sweet Birch 10'-12' ht #15 Cont. Single stem

2 BA Betula papyrifera 'Varen' Prairie Dream White Birch 4" - 4.5" cal B&B X Single stem specimen

3 BA-m Betula papyrifera 'Varen' Prairie Dream White Birch 12'-18' ht B&B X Multi stem - 3 to 5 leaders

1 BA-s Betula papyrifera 'Varen' Prairie Dream White Birch 1.5" - 2" cal B&B X Single stem

8 BP Betula populifolia 'Whitespire' Whitespire Grey Birch 4" - 4.5" cal B&B X Single stem specimen

1 BP-m Betula populifolia 'Whitespire' Whitespire Grey Birch 12'-18' ht B&B X Multi stem - 3 to 5 leaders

3 BP-s Betula populifolia 'Whitespire' Whitespire Grey Birch 1.5" - 2" cal B&B X Single stem

4 CCO Carya cordiformis Bitternut Hickory 8-10' ht. Cont. Extra deep container for tap root risk

5 CG Carya glabra Pignut Hickory 8-10' ht. Cont. Extra deep container for tap root risk

7 COV Carya ovata Shagbark Hickory 8-10' ht. Cont. Extra deep container for tap root risk

5 LL Larix laricina American Larch 8-10' ht. B&B

5 JV Juniperus virginiana 'Brodie' Brodie Eastern Redcedar 7-8' ht B&B

5 PS Pinus strobus Eastern White Pine 8-10' ht. B&B

8 QB Quercus bicolor 'American Dream' American Dream Swamp White Oak 4" - 4.5" cal B&B X Matched

3 QC Quercus coccinea 'Splendens' Splendens Scarlett Oak 3" - 3.5" cal B&B

4 QM Quercus macrocarpa Burr Oak 3" - 3.5" cal B&B X

4 QMU Quercus muehlenbergii Chinkapin Oak 3" - 3.5" cal B&B X

102 TOTAL CANOPY TREES

UNDERSTORY TREES

6 AA Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 2.5" - 3" cal B&B Single stem specimen

8 AA-m Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 10-12' ht B&B Multi stem - 3 to 5 leaders

4 CC Carpinus caroliniana American Hornbeam 2" - 2.5" cal B&B X Single stem

5 CCA Cercis canadensis Eastern Redbud 2.5" - 3" cal B&B Single stem

5 CF Cornus florida 'Cherokee Princess' Cherokee Princess Flowering Dogwood 8-10' ht B&B Mix of single and multi stem

4 CA Cornus alternifolia Pagoda Dogwood 10-12' ht B&B

2 CCG Crataegus crus-galli 'inermis' Thornless Cockspur Hawthorne 2.5" - 3" cal B&B X Thornless

10 HV Hamamelis virginiana Witch Hazel 6-7' ht #15 Cont. Multi stem - 3 to 5 leaders

8 OV Ostrya virginiana Hop Hornbeam 2.5" - 3" cal B&B X Specimen

52 TOTAL UNDERSTORY TREES

SMALL CONTAINER TREES

10 BT-c Betula lenta Sweet Birch 5-8' ht #7 Cont.

Small Container Trees will be equal mix of multistem and singlestem. Grove to be staked in field and approved by Landscape Architect prior to planting.

9 BA-c Betula papyrifera 'Varen' Prairie Dream White Birch 5-8' ht #7 Cont.

9 BP-c Betula populifolia 'Whitespire' Whitespire Grey Birch 5-8' ht #7 Cont.

6 CCO-c Carya cordiformis Bitternut Hickory 1" cal Cont.

2 CG-c Carya glabra Pignut Hickory 1" cal Cont.

2 COV-c Carya ovata Shagbark Hickory 1" cal Cont.

38 TOTAL SMALL CONTAINER TREES

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PROPERTY LINE

1. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO COMMENCING PLANTING WORK

AND NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF CONDITIONS DETRIMENTAL TO

NEW AND EXISTING PLANT MATERIAL ARE ENCOUNTERED.

2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL

UNDERGROUND UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE A

LOCATING SERVICE TO VERIFY UNDERGROUND UTILITY LOCATIONS.

3. THE CONTRACTOR SHALL STAKE LOCATIONS OF ALL TREE AND LARGE SHRUB PLANT MATERIALS

TO REVIEW IN THE FIELD WITH LANDSCAPE ARCHITECT FOR APPROVAL AND OR ADJUSTMENT.

4. CONTRACTOR SHALL FURNISH AND INSTALL 4" DEPTH OF TOPSOIL AND SEED FOR ALL AREAS

DISTURBED AS A RESULT OF NEW CONSTRUCTION NOT OTHERWISE SPECIFIED ON PLANTING

PLANS .

5. CONTRACTOR TO RETAIN ISA CERTIFIED ARBORIST TO PROVIDE 6'-8" VERTICAL HEADROOM

CLEARANCE WHERE TREES ARE PLANTED, OR EXISTING TREES REMAIN ADJACENT TO

PEDESTRIAN PAVEMENTS. COORDINATE WITH LANDSCAPE ARCHITECT.

6. FOR CARYA SPP. PLANTINGS, CONTRACTOR TO PROVIDE RODENT BARRIER - SS HARDWARE

CLOTH CAGES WITH 1/4 INCH GRID AROUND EACH TRUNK, FROM 3" BELOW SOIL LEVEL UP TO 24"

ABOVE THE SOIL LEVEL. APPROX 10" TO 12" DIA CYLINDER. ZIP TIE TO TREE STAKES OR

BAMBOO STAKE.

7. CONTRACTOR IS ADVISED OF FALL DIGGING HAZARDS FOR NURSERY TREES. AVOID FALL

DIGGING OF THESE SPECIES NOTED IN PLANT SCHEDULE - TREES ON THIS SHEET.

TREE GROVE - SEE DETAILS A3 AND B3/LP400

Addendum #1 Page 181 of 193

KEEP OUT

TREE PROTECTION

AREA

2"Ø x 6' GALVANIZED STEEL POSTS

TREE PROTECTION FENCE:

GALVANIZED CHAIN LINK MESH

MAINTAIN EXISTING GRADE WITH

TREE PROTECTION FENCE

5" THICK LAYER OF MULCH

8.5" x 11" SIGN LAMINATED IN

PLASTIC SPACED EVERY 50' ALONG

FENCE

NOTES:

1. OUTSIDE EDGE OF GUARD SHOULD BE

PLACED AT DRIPLINE OR AS INDICATED

ON TREE PROTECTION PLAN. GUARDS

MAY BE PLACED AROUND SINGLE

TREES OR GROUPS OF TREES AS

SHOWN ON PLAN.

2. MOVABLE CHAIN LINK FENCE ON

STANCHIONS MAY BE SUBSTITUTED

FOR IN-GROUND POSTS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO

ENSURE THAT PERIMETER OF FENCING

REMAINS AT THE DRIPLINE OF TREES.

6'- 0"

2'- 0"

3' MIN.

CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA.

SEE TREE PROTECTION PLAN LP100 FOR FENCE ALIGNMENT.

8' WIDE MINIMUM ROOT PROTECTION MATS

TREE PROTECTION FENCE

NOTES:

1. IN LOCATIONS WHERE VEHICULAR TRAFFIC

WILL OCCUR OVER CRITICAL ROOT ZONE

(CRZ), CONTRACTOR SHALL PROVIDE ROOT

PROTECTION MATS AS SHOWN.

KEEP OUT

TREE

PROTECTION

AREA

PRUNE TREE BRANCHES THAT OBSTRUCT

CONSTRUCTION ACTIVITY BY CERTIFIED

ARBORIST.

5" SHREDDED BARK MULCH INSIDE OF TREE

PROTECTION FENCE; SEE SURFACE PREP AT

EXISTING TREES TO REMAIN DETAIL F4/LP400

8"-12" SHREDDED BARK MULCH ON

VEHICULAR ROAD

SEPARATION FABRIC

SECTION

1. HAND PRUNE ROOTS ONLY BY CERTIFIED

ARBORIST RETAINED BY THE CONTRACTOR.

DO NOT SHEAR ROOTS.

2. COVER ROOTS AND PROVIDE SUPPLEMENTAL

WATER AS NECESSARY. IF LARGE ROOTS OR A

LARGE PERCENTAGE OF ROOTS ARE

REMOVED, EXTENDED RECOVERY PERIOD MAY

BE NECESSARY.

3. CONTRACTOR'S CERTIFIED ARBORIST TO

EVALUATE THE OVERALL HEALTH OF TREES,

AND TO MAKE A REPORT AND

RECOMMENDATIONS FOR ADDITIONAL TREE

CARE BEFORE AND AFTER THE COMPLETION

OF WORK.

4. ALL WORK WITHIN, BUT NOT LIMITED TO, TREE

PROTECTION ZONES AND CRITICAL ROOT

ZONES TO BE DONE UNDER THE SUPERVISION

OF THE CONTRACTOR'S CERTIFIED ARBORIST.

5. PROPOSED DEPTH OF AERATION AND

OPTIONAL SOIL AMENDMENTS TO BE

DETERMINED BY LANDSCAPE ARCHITECT,

CERTIFIED ARBORIST, AND SOIL SCIENTIST

BASED ON INITIAL SITE INVESTIGATION AND

BASED ON INDIVIDUAL SITE CONDITIONS AND

TREE HEALTH CARE NEEDS.

6. ALL TURF WITHIN AREA TO BE AIR-SPADED

SHOULD BE REMOVED IN ADVANCE USING AN

HERBICIDAL TREATMENT. USE AIRSPADE TO

BARE-ROOT IMPACTED PLANTINGS DURING

SOIL AERATION. STOCKPILE, PROTECT, AND

WATER PLANTS AS NECESSARY, AND ENSURE

PROPER REPLANTING OR REPLACEMENT AT

COMPLETION OF WORK.

7. ENSURE THAT TREES ARE IN GOOD HEALTH

AND NOT EXPERIENCING UNUSUAL STRESS

PRIOR TO COMMENCING WORK.

8. ENSURE PROPER SOIL MOISTURE LEVELS

THROUGH DURATION OF WORK. SOIL MUST BE

NEAR FIELD CAPACITY, BUT NOT SATURATED,

AND PASS A FIELD MOISTURE TEST PRIOR TO

USE OF AN AIRSPADE. HAND WATER TREES AS

NECESSARY BEFORE COMMENCEMENT OF

WORK AND WITHIN 24 HOURS OF COMPLETION.

COVER BARE ROOTS AND WATER AS

NECESSARY DURING WORK.

9. 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.

10. SEE SPECIFICATIONS FOR ADDITIONAL

INFORMATION. ALSO SEE MANUFACTURER'S

GUIDE FOR PROPER SAFETY AND OPERATION.

6"-12" MIN. TO PRIMARY ROOTS

PLAN

TO BE DETERMINED

BY PROJECT ARBORIST

SINKER ROOTS; CUT OUTSIDE ROOT BRANCH

UNIONS, TYP.

EXISTING ROOT SYSTEM TO BE REMOVED,

TYP.

6"-12" MIN. TO PRIMARY ROOTS

EXCAVATION

ZONE

EXISTING ROOT SYSTEM TO BE REMOVED,

TYP.

FUTURE ROOT GROWTH, TYP.

PROPOSED AREA OF EXCAVATION FOR NEW

CONSTRUCTION OR UTILITY EXCAVATION

TRAIN ROOTS AWAY OR DOWN TO AVOID

CUTTING ROOTS

NOTES:

TRAIN ROOTS AWAY OR DOWN TO AVOID

CUTTING ROOTS

OVERFLOW STRUCTURE, SEE GRADING PLAN

FOR ELEVATION, AND CIVIL DWGS FOR MORE

INFORMATION

ADJACENCIES VARY, SEE PLANS

PLANTING, SEE PLANTING PLANS

MULCH PER CIVIL ENGINEERING DRAWINGS

SPECIFIED PLANTING MIX

BIORETENTION SOIL

UNDISTURBED SUBGRADE

OR COMPACTED FILL

DRAINAGE STONE WITH 6" PERF

UNDERDRAIN PIPE, SEE CIVIL DWGS

NOTE:

1. INFILTRATION RATE POST-CONSTRUCTION MUST BE TESTED AND

EXCEED 2" PER HOUR, SEE SOIL SPECIFICATIONS.

2. SEE CIVIL ENGINEERING DRAWINGS.

3. SEE LP 200 FOR EXTENT OF DEMARCATION PER E-DESIGNATION

BIORENTENTION BED, VARIES

2'- 6"

2'-0"

1'-6"

" M

IN

TO DRAIN TO DRAIN

DEMARCATION LAYER WHERE REQUIRED

OMIT MULCH BELOW OVERFLOW RIM ELEVATION,

SEE CIVIL ENGINEERING DRAWINGS

SHREDDED HARDWOOD MULCH, SEE

PLANTING DETAILS FOR DEPTH

SPECIFIED PLANTING SOIL

UNDISTURBED AND/OR COMPACTED

SUBGRADE

2'- 0"

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B

ED

TOP OF PLANT BED ELEVATION,

POST-SETTLEMENT - SEE GRADING

PLAN

TRANSITION LAYER: MIX 3" SPECIFIED

PLANTING SOIL INTO THE TOP 3" OF

SUBGRADE SOIL

NOTES:

1. REFER TO LP200 FOR LOCATIONS OF E-DESIGNATED AREAS AND OTHER INFORMATION.

TILL TO 4" DEPTH,

VERIFY DENSITY PER

SPEC PRIOR TO

PLACING SOILS ABOVE

NOTES:

1. VERIFY UNDISTURBED SUBGRADE AND/OR COMPACTED SUBGRADE MEETS DENSITY REQUIREMENTS PER SPEC; AERATE OR ROTOTILL TO DECOMPACT SUBGRADE TO MEET DENSITY REQUIREMENTS IF REQUIRED.

3. REFER TO LP200 FOR LOCATIONS OF E-DESIGNATED AREAS AND OTHER INFORMATION.

6" 1'-

6"

MI

N

6"

6" MI

N 4"

E-DESIGNATED AREAS NON E-DESIGNATED AREAS

LAWN SOD OR SEED MIX,

SEE PLANTING PLANS

TURF SOIL

SCARIFY AND ROUGHEN

SURFACE BETWEEN SOIL

LAYERS, TYP

SATISFACTORY SOIL

DEMARCATION LAYER

WHERE REQUIRED

UNDISTURBED AND OR

UNDISTURBED

SUBGRADE

CONTRACTOR SHALL REMOVE EXCESS SOIL

FROM TOP OF ROOTBALL TO REVEAL

NATURAL ROOT FLARE. ROOT FLARE SHALL BE

SET 1" TO 2" HIGHER THAN FINISH GRADE.

4" SPECIFIED SHREDDED BARK MULCH RINGG

WITH SAUCER, DIAMETER OF RING IS 2X ROOT

BALL, KEEP MULCH AWAY FROM TRUNK AND

ROOT FLARE

SPADE EDGE OF MULCH PERIMETER

SCARIFY SIDES…

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