D006636 Addendum 1 Final_Part3.pdf

15 MB Posted

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

About this file

Written by GovTribe AI ·

This document is Addendum 1 to the High Falls State Park Phase 1A (Terrace Park) construction project in Rochester, New York, issued by Empire State Development. The addendum provides detailed technical specifications and construction drawings for site work, structural elements, and electrical systems within the City of Rochester right-of-way and throughout the park development. The specifications include stone curb replacement, concrete and asphalt paving, driveway aprons, granite curbs, sidewalk construction, utility installations, water service details, site walls, structural foundations, and landscape furnishings. The drawings reference City of Rochester Public Works construction standards and water utility details, with all materials and methods to comply with existing city specifications. The electrical component includes three lighting control panels, a main distribution panel (Terrace Park MDP), two power pedestals for pavilions, future EV charger provisions, and extensive low-voltage lighting circuits with underground conduit routing. The addendum is dated June 12, 2026, with revisions through July 28, 2026, indicating this is part of an ongoing design development process for the park construction contract.

The project carries an Engineer's Cost Estimate range of $17,415,171.00 to $23,561,702.00 and is subject to a Project Labor Agreement (PLA) requirement, necessitating submission of a PLA Sub List and Letter of Assent from all contractors and subcontractors. Minority and Women Business Enterprise (MWBE) contracting goals are established at 11 percent for MBE and 19 percent for WBE, with an additional Service-Disabled Veteran-Owned Business (SDVOB) goal of 6 percent. The detailed specifications address concrete strength requirements (5000 PSI), reinforcement specifications, expansion joints, subbase courses, drainage provisions, and material sourcing from existing City of Rochester standards. Electrical specifications include 120/240V single-phase service with specific amperage ratings for various circuits, conduit schedules with PVC and RMC materials, and coordination requirements with RG&E utility provider for service activation.

View the file

Other files

File Type Posted
D006636 Addendum 1 Final_Part6.pdf PDF
D006636 Addendum 1 Final_Part4.pdf PDF
D006636 NTB.pdf PDF
D006636 Addendum 1 Final_Part5.pdf PDF
D006636 Addendum 1 Final_Part1.pdf PDF
D006636 Addendum 1 Final_Part2.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

C503

STONE CURB REPLACEMENT - ASPHALT BASE

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL S609-16

C503A

DRIVEWAY APRON WITH FLARE IN ROW

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL S608-23

CONCRETE

PAVED SURFACE

FULL WIDTH PAVED SURFACE

1.5

SIDEWALK

PAVED SURFACE

CONCRETE

DRIVEWAY

APRON

NOTES:

1. NOMINAL DRIVEWAY OPENING WIDTH IS BETWEEN 10 AND 15 FEET FOR RESIDENTIAL

DRIVEWAY, 24 FEET MAXIMUM FOR TWO-WAY COMMERCIAL DRIVEWAY, 16 FEET MAXIMUM

FOR ONE-WAY COMMERCIAL DRIVEWAY. ACTUAL WIDTH NOTES ON PLANS AND TO BE

APPROVED BY CITY.

2. FULL DEPTH 12" WIDE EXPANSION JOINT ACROSS SIDEWALK AT BOTH ENDS AND AROUND

OUTER LIMITS OF DRIVEWAY APRON WHERE ABUTS OTHER PAVED SURFACES.

3. MAXIMUM DESIRABLE DRIVEWAY APRON SLOPE, 8% FOR RESIDENTIAL DRIVEWAY, 6% FOR

COMMERCIAL DRIVEWAY.

SIDEWALK

4' MIN.

1.5%

DRIVEWAY OPENING

LIMIT OF 7" THICK

CONCRETE SIDEWALK

1' TO 3' FLARE ONE OR

BOTH SIDES

4' M

IN

HEADER CURB DRIVEWAY

WIDTH PLUS FLARE(S)

1 12" REVEAL

TRANSITION CURB LENGTH

VARIES, 10% MAX. SLOPE

TRANSITION CURB TOP OF CURB

TOP OF PAVEMENT

HEADER CURB 11

2" REVEAL

DRIVEWAY APRON

MAIN DRIVE

C503A

GRANITE CURB IN ROW

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL R609-1

4" (0.60')

OR PER

PLANS

6" 6"

1"

6"

3" 3"

3"

2"

1"

LENGTH 3' MINIMUM

MAXIMUM WILL BE

DETERMINED BY SLOPE

REQUIREMENTS

2"

TOP OF PAVEMENT

GRANITE CURB

STONE CURB AT RIGID PAVEMENT

HEADER AND TRANSITION

CURB FOR DRIVEWAY

HEADER CURB

NOTES:

1. CURB IS TO BE NYSDOT TYPE NVF OR APPROVED EQUIVALENT WITH OVERALL TOP WIDTH AS REQUIRED IN

CONTRACT DOCUMENTS.

2. CURB MATERIAL SHALL MATCH EXISTING CURB.

3. SIDEWALK ACCESS RAMP HEADER CURB TO BE FLUSH WITH PAVEMENT SURFACE. DRIVEWAY HEADER

CURB TO HAVE 1-1/2 INCH REVEAL

4. HAND GRIND CHAMFERED EDGES OF HEADER AND TRANSITION CURB PIECES TO BE USED FOR

DRIVEWAYS TO ELIMINATE SHARP EDGES.

5. APPLY TACK COAT TO UNEXPOSED FACE OF CURB.

TOP OF PAVEMENT

TOP OF PAVEMENT

5"

GRANITE CURB

(SEE NOTE 1)

DRY MIX

CONCRETE

WET MIX

CONCRETE

TOP OF CURB TOP FRONT

ARRIS LINE

FACE OF CURB

2" CHAMFER

(SEE NOTE 4)

CAULK 1" DEEP

GROUT TO BOTTOM

OF CONCRETE BASE

HEADER CURB

(SEE NOTES 1 AND 4) SEE NOTES 2, 3 AND 4

STONE CURB TRANSITION CURB

(SEE NOTES 1 AND 4)

HEADER CURB

C503A

CONCRETE SIDEWALKS AND DRIVEWAYS IN CITY ROW

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL R608-6

SIDEWALKS

APPLICATION CONCRETE

THICKNESS 'X'

SUBBASE

THICKNESS 'Y'

7"

5"

12"

6"

NOTE:

1. REFER TO L350 PAVING AND JOINTING PLAN FOR CONCRETE FINISH.

DRIVEWAYS AND

FIRE ACCESS

SIDEWALK

X

Y

6" 6"

X" THICK 5000 PSI CONCRETE

(REFER TO TABLE BELOW)

6x6, W4.0/W4.0 WIRE MESH AT

MID DEPTH, SET ON

REINFORCEMENT SUPPORTS

EXPANSION JOINT- 25' O.C.

TOOLED JOINT -

5' O.C.

Y" THICK COMPACTED

SUBBASE COURSE, TYPE 2

(REFER TO TABLE BELOW)

STABILIZATION

GEOTEXTILE

PROOF-ROLLED

COMPACTED SUBGRADE

VARIES, SEE MATERIALS PLAN.

HOLD ADJACENT LANDSCAPE 12"

BELOW FINISH GRADE, TYP.

FINISH

GRADE

TOOLED EDGE

C503A

ASPHALT PAVING IN CITY ROW

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL R400-1

PER PLANS

PAVEMENT

SECTION

X" BASE

COURSE

A

(℄ PIPE)

B (TRENCH

BOTTOM)

LIGHT-DUTY

MEDIUM-DUTY

MODIFIED

HEAVY-DUTY

0" 3" 6" 8"

1'-101 2"

2'-11 2"

2'-41 2"

2'-61 2"

2'-61 2"

2'-91 2"

3'-01 2"

3'-21 2"

NOTES:

1. APPLY TACK COAT TO UNEXPOSED FACE OF CURB AND BETWEEN ALL LIFTS OF HMA COURSES.

2. HMA COURSES TO BE EITHER 60, 70 OR 80 SERIES COMPACTION AS REQUIRED IN CONTRACT

DOCUMENTS.

3. SEAL ALL TOP COURSE JOINTS WITH ASPHALT PAVEMENT JOINT ADHESIVE IN ACCORDANCE WITH

NYSDOT SECTION 418 ASPHALT PAVEMENT JOINT ADHESIVE.

4. SEE DETAIL 3/C503 FOR GRANITE CURB.

B A

9" 18"

6"

GRANITE CURB

6" PERFORATED CORRUGATED

POLYETHYLENE UNDERDRAIN PIPE

1-1

2" 9.5 F2 TOP COURSE HMA

2" 19 F9 BINDER COURSE HMA

X" 37.5 F9 BASE COURSE HMA

(SEE TABLE)

6" SUBBASE COURSE TYPE 2

5" SUBBASE COURSE TYPE 1

DRAINAGE GEOTEXTILE

C503A

MOUNTABLE GRANITE CURB

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL R609-3

TOP OF PAVEMENT

5"

NOTES:

1. CURB IS NYSDOT TYPE MT CURB OR APPROVED EQUIVALENT, WITH

OVERALL TOP WIDTH AS REQUIRED IN CONTRACT DOCUMENTS.

2. TACK COAT UNEXPOSED FACE OF CURB

3. SEE DETAIL 5/C503 FOR TRANSITIONING MOUNTABLE CURB TO

STANDARD CURB.

1"

6"6" 3"

6"

3" 2"

3"MOUNTABLE GRANITE

CURB, SEE NOTE 1

WET MIX CONCRETE DRY MIX CONCRETE

C503A

GRANITE CURB TRANSITION TO MOUNTABLE GRANITE CURB

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL S609-15

TOP VIEW

ELEVATION

ISOMETRIC

END VIEW

NOTE:

1. BEVELED EDGE CAN BE EITHER QUARRY OR FIELD CUT AND IS TO

HAVE SMOOTH EVEN FINISH W/O ANY MARKS OR CHIPS.

2" 5"

5'

71 4"

5"

71 4"

MOUNTABLE CURB

SINGLE PIECE GRANITE CURB

GRANITE CURB

MOUNTABLE CURBSINGLE PIECE GRANITE CURBGRANITE CURB

MOUNTABLE CURBSINGLE PIECE GRANITE CURBGRANITE CURB

BEVELED EDGE

BEVELED EDGE

TOP OF PAVEMENT

TOP OF GRANITE CURB

BEVELED EDGE

MOUNTABLE CURB

C503

UTILITY CUT PAVEMENT REPAIR LIMIT EXAMPLE 4

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL S101-04

C503

UTILITY INSTALLATION UNDER CURB

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL S102-01

C503

TRENCH RESTORATION - ASPHALT BASE

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL R206-1

C503

WATER TRENCH PAVEMENT REHABILITATION

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER WATER DETAIL S900-2

C503

WATER SERVICE CARD

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER WATER DETAIL R913-3

C503

CONC. COLLAR FOR EXISTING CATCH BASIN AT CURB

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL S604-94

C503

ROUND CONC. COLLAR FOR MANHOLE IN ROADWAY

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER PUBLIC WORKS DETAIL S604-90

C503

WATER SERVICE TAP EXCAVATION

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER WATER DETAIL S900-12

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

6/12/2026

07/08/2026 ADDENDUM #101

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

6/12/2026

07/08/2026 ADDENDUM #101

C503A

SITE WORK WITHIN

CITY OF ROCHESTER

ROW DETAILS

NTS

SRK

MF

NOTES:

1. ALL DETAILS THIS PAGE ARE BASED ON CITY OF ROCHESTER PUBLICS WORKS CONSTRUCTION DETAILS AND WATER UTILITY DETAILS AVAILABLE VIA THE DEPARTMENT OF ENVIRONMENTAL SERVICES OF THE CITY OF ROCHESTER AND THE ROCHESTER WATER BUREAU. AVAILABLE AT:

HTTPS://WWW.CITYOFROCHESTER.GOV/DEPARTMENTS/DEPARTMENT-ENVIRONMENTAL-SERVICES-DES/PUBLIC-WORKS-CONSTRUCTION-DETAILS AND HTTPS://WWW.CITYOFROCHESTER.GOV/DEPARTMENTS/DEPARTMENT-ENVIRONMENTAL-SERVICES-DES/WATER-DETAILS

Addendum #1 Page 168 of 193

C503

ANODE AT NEW WATER SERVICE ON EX. WATER MAIN

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER WATER DETAIL R966-4

C503

THERMITE WELD DETAILS

NOT TO SCALE - REPRODUCTION OF CITY OF ROCHESTER WATER DETAIL S966-22

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

6/12/2026

07/08/2026 ADDENDUM #101

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

6/12/2026

07/08/2026 ADDENDUM #101

C503B

SITE WORK WITHIN

CITY OF ROCHESTER

ROW DETAILS

NTS

SRK

MF

NOTES:

1. ALL DETAILS THIS PAGE ARE CITY OF ROCHESTER PUBLICS WORKS CONSTRUCTION DETAILS AND WATER UTILITY DETAILS AVAILABLE VIA THE DEPARTMENT OF ENVIRONMENTAL SERVICES OF THE CITY OF ROCHESTER AND THE ROCHESTER WATER BUREAU. AVAILABLE AT:

HTTPS://WWW.CITYOFROCHESTER.GOV/DEPARTMENTS/DEPARTMENT-ENVIRONMENTAL-SERVICES-DES/PUBLIC-WORKS-CONSTRUCTION-DETAILS AND HTTPS://WWW.CITYOFROCHESTER.GOV/DEPARTMENTS/DEPARTMENT-ENVIRONMENTAL-SERVICES-DES/WATER-DETAILS

Addendum #1 Page 169 of 193

C504

DT-WALL- STONE WALL

NOT TO SCALE

1% 1%

2' -6

3" MIN. SEE L SERIES DRAWINGSALIGN

ALIGN

NOTE:

1. REFER TO L SERIES FOR LOCATIONS.

6" M

IN

3" 3"

1' -0

2'-0"

6"

VARIES,

SEE L SERIES

DRAWINGS

4"4"

ADJACENT

PAVEMENT/PLANTING

VARIES, REFER TO L SERIES

FINISH GRADE

STONE TYPE VARIES, REFER TO L SERIES

MIN. 6" LAP, TYP.

#4 BARS @ 24 O.C.

COMPACTED SUBBASE

COURSE, TYPE 2

PROOF ROLLED,

COMPACTED SUBGRADE

#4 BARS @ 12" O.C. EACH WAY

4" PERFORATED HDPE

DRAINAGE AGGREGATE

SEPARATION GEOTEXTILE

1" MORTAR SETTING BED

REINFORCED C.I.P. 5000

PSI CONCRETE FOOTING

#4 LONG BARS PLACES

AS SHOWN TYP.

3/4" X 10" SS DOWEL IN EPOXY IN CONCRETE,

2" MIN EMBEDDED IN CONCRETE, MIN 1

DOWEL PER STONE BLOCK

EXISTING SUBGRADE

ADJACENT PAVEMENT/PLANTING

VARIES, REFER TO L SERIES

PLANTING SOIL,

DEPTH VARIES.

REFER TO LP PLANS

C504

STAIR AND HANDRAIL

NOT TO SCALE

9" M

IN.

C504

RAILING END POST

4"

NOTE:

1. REFER TO L SERIES FOR LOCATIONS.

4' -0

1'-0" 1'-0"

4' -0

3"

CLR

3" CLR

2 X TREAD DEPTH

ADJACENT MATERIAL

VARIES, SEE MATERIALS

PLAN

COMPACTED SUBBASE

COURSE, TYPE 2

COMPACTED SUBGRADE

REINFORCED 5000 PSI

C.I.P. CONCRETE FOOTING

1/2" x 6" S.S. PIN IN EPOXY, 2

PER STONE, STAGGERED

ADJACENT MATERIAL VARIES,

SEE MATERIALS PLAN

EXPANSION JOINT

STONE STAIR, REFER

TO L SERIES

#4 BAR @ 12" O.C. EACH

DIRECTION

RAILING, REFER TO L SERIES

1/2" DIA x 12" L EPOXY COATED SMOOTH

DOWEL WITH SLEEVE @ 18" O.C.

CONTROL JOINT

C504

RAILING END POST

NOT TO SCALE

3" MIN.

6" MIN.

1'-0" MIN.

3" MIN.

PAVING VARIES,

REFER TO L SERIES

5000 PSI CONCRETE

SUB SLAB

GROUTED CORE

C504

STONE PAVING, TYP.

NOT TO SCALE

NOTE:

1. REFER TO L SERIES FOR LOCATIONS.

6" 6"

2" Ø FILLED WITH #1A

CRUSHED STONE WEEPS

SPACED 4' O.C.

5000 PSI CONCRETE

COMPACTED SUBBASE

COURSE, TYPE 2

SEPARATION GEOTEXTILE

COMPACTED SUBGRADE

4x4, W4.0/W4.0 WIRE MESH AT

MID DEPTH, SET ON

REINFORCEMENT SUPPORTS

RECLAIMED STONE,

REFER TO L SERIES

C504

BIKE RACK PAD

NOT TO SCALE

NOTE:

1. REFER TO L SERIES FOR LOCATIONS.

REFER TO L SERIES

3" 2"

M

IN

BICYCLE RACK,

REFER TO L SERIES

ANCHOR PER MANUFACTURER

INSTRUCTIONS

ADJACENT PAVING VARIES,

SEE MATERIALS PLAN

PROOF-ROLLED

COMPACTED SUBGRADE

CONCRETE WALK (SIDEWALK),

SEE DETAIL 1/C500

C504

GRANITE BOULDER

NOT TO SCALE

MIN. 2" BELOW

FINISHED GRADE

NOTE:

1. REFER TO L SERIES FOR LOCATIONS.

6"

3"

ADJACENT PLANTING,

SEE LP SERIES

BOULDER, TO BE CHOSEN

BY LANDSCAPE ARCHITECT

COMPACTED SUBBASE

COURSE, TYPE 2

PROOF-ROLLED

COMPACTED SUBGRADE

BELOW BOULDER ONLY

WITHIN PLANTING

AREAS

C504

SPINNER PLATE FOUNDATION

NOT TO SCALE

6"

NOTE:

1. REFER TO PL SERIES FOR LOCATIONS.

4' M

IN

4"

4" 4"

ROBINIA SPINNER PLATE,

REFER TO PL SERIES

PLAY SURFACING, SEE PL SERIES

5000 PSI CONCRETE FOOTING

COMPACTED SUBBASE

COURSE, TYPE 2

COMPACTED SUBGRADE

C504

LOG STEPPER FOUNDATION

NOT TO SCALE

6" 6"

6"

NOTE:

1. REFER TO PL SERIES FOR LOCATIONS.

3' -0

4"

6"

PLAY SURFACING,

REFER TO PL SERIES

DIAMETER OF LOG STEPPER

VARIES, SEE PL SERIES

5000 PSI CONCRETE

FOOTING

COMPACTED SUBBASE

COURSE, TYPE 2

COMPACTED SUBGRADE

NO. 1 COARSE AGGREGATE

C504

STONE PAVING AT CONCRETE PAVING

NOT TO SCALE

10"

4"

10"

5"

1/2" DIA x 12" L EPOXY

COATED SMOOTH DOWEL

WITH SLEEVE @ 18" O.C.

RECLAIMED STONE,

REFER TO L SERIES

CIP CONCRETE PAVEMENT,

REFER TO 1/C500 AND 1/C503

EXPANSION JOINT

CONTROL JOINT

COMPACTED SUBBASE

COURSE, TYPE 2

COMPACTED SUBGRADE2

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

6/12/2026

07/08/2026 ADDENDUM #101

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

6/12/2026

07/08/2026 ADDENDUM #101

C504

STRUCTURAL DETAILS

NTS

SF

MF

Addendum #1 Page 170 of 193

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

EP611

ELECTRICAL PANEL

SCHEDULES

25038

N/A

KRL

KRK

06/12/2026

GENERAL NOTES

1. SEE E-011 FOR E-SERIES NOTES AND LEGENDS.

BRANCH PANEL: LIGHTING CONTROL PANEL 1

LOCATION: ELEC RM VOLTS: 120/240V A.I.C RATING: 22kAIC

SUPPLY FROM: MDP PHASE: 1 MAINS TYPE: MLO

MOUNTING: SURFACE WIRES: 3 MAINS RATING: 50

ENCLOSURE: NEMA 1 SERVICE BRANCH: NORMAL MCB RATING: 50

NOTES:

CKT CIRCUIT DESCRIPTION TRIP POLES L1 L2 POLES TRIP CIRCUIT DESCRIPTION CKT

1 LIGHTING CNTL PNL 2 20 A 1 1071 VA 56 VA 1 20 A TP-102A 2

3 LIGHTING CNTL PNL 3 20 A 1 1580 VA 258 VA 1 20 A TP-104 4

5 TP-101A/B 20 A 1 140 VA 168 VA 1 20 A TP-101A 6

7 TP-103 20 A 1 200 VA - 1 20 A SPARE 8

9 SPARE 20 A 1 - - 1 20 A SPARE 10

11 SPARE 20 A 1 - - 1 20 A SPARE 12

TOTAL LOAD: 1435 VA 2038 VA

TOTAL AMPS: 12 A 17 A

01 07/28/2026 ADDENDUM #1

BRANCH PANEL: TERRACE PARK MDP

LOCATION: ELECTRICAL ROOM VOLTS: 120/240V A.I.C RATING: 22kAIC

SUPPLY FROM: ELECTRIC METER PHASE: 1 MAINS TYPE: MCB

MOUNTING: SURFACE WIRES: 3 MAINS RATING: 350

ENCLOSURE: NEMA 1 SERVICE BRANCH: NORMAL MCB RATING: 300

NOTES:

CKT CIRCUIT DESCRIPTION TRIP POLES L1 L2 POLES TRIP CIRCUIT DESCRIPTION CKT

WH-1 30A 2

3000 VA 3623 VA

2 40A ODU-1

3 3000 VA 3623 VA 4

HTR-1 30 A 2

2400 VA 3623 VA

2 40 A ODU-2

7 2400 VA 3623 VA 8

9 PMP-1 20A 1 85 VA 180 VA 1 20A EF-1 10

BATHROOM HAND DRYERS 20A 1

1500 VA 8400 VA

2 70 A DOLOMITE PAVILION POWER

PEDESTAL 1

13 1500 VA 8400 VA 14

FUTURE EV CHARGER 50 A 2

4800 VA 8400 VA

2 70 A RAIL PAVILION POWER PEDESTAL 2

17 4800 VA 8400 VA 18

19 ELEC RM GFCI 20A 1 360 VA 720 VA 1 20 A MAINTENANCE ACCESS GFCI 20

21 BATHROOMS 1 & 2 GFCI 20A 1 720 VA 360 VA 1 20 A BATHROOM 3 GFCI 22

23 SPARE 20A 1 - 30 VA 1 20A COLD WATER SERVICE RISER HEAT

TRACE 24

25 LIGHTING CONTROL PANEL 1 (ELEC

RM) 50A 2

1439 VA 1439 VA 1 20A ADA DOOR HOLD 26

27 - - SPACE 28

29 SPACE - - SPACE 30

31 SPACE - - SPACE 32

TOTAL LOAD: 39969 VA 36856 VA

TOTAL AMPS: 333 A 307 A

EXP 09/30/2026

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATE OF AUTHORIZATION NUMBER: 0023683

7/27/2026

Addendum #1 Page 171 of 193

ADAADA

GENESEE RIVER

SAINT PAUL STREET

E E E E E E E E E E E E E E E E

PRE04B(10)

TP-120

STE05

TP-103 POE01A

TP-101A

STE02

TP-116

PRE04B(6)

TP-105

SLE01(72)

TP-115

PRE04A(24)

TP-128

SLE01(60)

TP-124

PRE05B(12)

TP-126

PRE05A(12)

TP-127

POE01A

TP-101A

POE01A

TP-101A

POE01A

TP-101A

POE01A

TP-101A

POE01A

TP-101A

POE02A

TP-101A/ B

POE02A

TP-101A/ B

POE02A

TP-101A/ B

POE02A

TP-101A/ B

POE03

TP-112

POE03

TP-112

POE03

TP-112

POE03

TP-112

POE03

TP-112

PRE04B(2)

TP-104

POE03

TP-111

POE03

TP-111

POE03

TP-111

POE04

TP-111

POE02A

TP-101A/ B

POE01B

TP-102

POE01B

TP-102

POE03

TP-123

POE03

TP-123

POE03

TP-123

POE03

TP-123

POE03

TP-123POE03

TP-123

POE03

TP-114

POE03

TP-114

POE03

TP-129

POE02B

TP-117A

POE02B

TP-117A

POE02B

TP-117A

POE02B

TP-117A

POE02C

TP-117A/ B

POE04

TP-112

POE01B

TP-102A

POE01B

TP-102A

POE03

TP-114

POE03

TP-114

STE05

TP-103

PRE04B(4)

TP-113

POE03

TP-123

POE03

TP-123

STE03

TP-125

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

UE

POWER PEDESTAL,

EXACT LOCATION TBD

SEE 1/EP511

LIGHTING HANDHOLE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE

UE

UE

UE

UE

UEUEUE

UEUE

LIGHTING

CONTROL

PANEL 2

POWER PEDESTAL,

EXACT LOCATION TBD

SEE 1/EP511

LIGHTING CONTROL

PANEL 3

UE

UE

UE

UE

UEUEUEUE

UE

UE

UE

UE

17 18 19

4 5 6 7 8 9 10

13 14 15

UE

UE

UE

UE

UE16

UE

UE

UE

UE

UE UE UE

UE

UE

UE

UEUE

UE

UE

UE

UE

UE

UE

UE UE

LIGHTING CONTROL

PANEL 1

EXISTING

RG&E MANHOLE 9.47

UE

UEUE

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

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

06/12/2026 BID PACKAGE

No. Date Description

N

PLAN 2

PLAN 1

REVISION

KEY MAP

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

ES111

ELECTRICAL SITE PLAN

25038

1" = 30'

KRL

KRK

06/12/2026

SCALE: 1" = 30'-0"

ELECTRICAL SITE PLAN1

TERRACE PARK CABLE AND CONDUIT SCHEDULE

CONDUIT ID LOAD NAME WIRE SIZE # OF HOT # OF NEUTRAL # OF GROUND CONDUIT # OF RUNS SOURCE

UTILITY METER 2-#350 1-#350 2 1 0 3" RMC 1 RG&E MANHOLE 9.47

TERRACE PARK MDP 2-#350 1-#350 2 1 0 3" RMC 1 UTILITY METER

DOLOMITE PAVILION PEDESTAL 2-#4 1-#10 2 1 1 1" SCH40 PVC 1 TERRACE PARK MDP

RAIL PAVILION PEDESTAL 2-#1/0 1-#4 2 1 1 2" SCH40 PVC 1 TERRACE PARK MDP

FUTURE EV CHARGER 1" SCH40 PVC 1 TERRACE PARK MDP

TP -101A, TP-101A/B, TP-102A 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 1

LIGHTING CONTROL PANEL 3 1#2 1#2 1#2 1 1 1 1-1/2" SCH40 PVC 1 TERRACE PARK MDP

TP-117A 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

TP-111 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

LIGHTING CONTROL PANEL 2 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 TERRACE PARK MDP

TP-112 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

TP-113 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

TP-114 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

TP-115 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

TP-116 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

TP-123 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 3

TP-124 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 3

TP-126 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 3

TP-127 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 3

TP-128 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 3

TP102, TP-125 & TP-129 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 3

TP103, TP104, TP105, & TP120 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 LIGHTING CONTROL PANEL 2

LIGHTING PANEL 1 1-#12 1-#12 1-#12 1 1 1 3/4" SCH40 PVC 1 TERRACE PARK MDP

GENERAL NOTES

1. SEE E-011 FOR E-SERIES NOTES AND LEGENDS.

2.

X INDICATES THE CONDUIT NUMBER. CONDUIT ROUTING IS

DIAGRAMMATIC IN NATURE. CONTRACTOR TO ROUTE BASED ON

FIELD CONDITIONS.

3. ALL LOW VOLTAGE LIGHTING CIRCUITS SHALL BE MINIMUM #18 AWG

IN 3/4" SCH40 PVC

4.

UTILITY FEED TO MDP SHALL BE IN CONCRETE ENCASED DUCTBANK.

ALL OTHER UE SHALL BE IN DIRECT BURIED TRENCH PER DETAILS ON

EP511.

KEYED NOTES

1 RG&E OWNED, EXISTING 3" IRON DUCT 14 FEET TO EDGE OF ROW, TO

BE REUSED.

2 EXCAVATION AND DUCTBANK BY ELECTRICAL CONTRACTOR

(AT METER) AFTER CONDUIT IS INSTALLED, RG&E WILL PULL

SECONDARY CABLES FROM MANHOLE TO METER. CABLES WILL BE

FLOATED IN BOX FOR THE ELECTRICAL CONTRACTER TO TERMINATE.

COORDINATE ENERGIZATION WITH RG&E.

EACH HANDHOLE SERVING LOW VOLTAGE LIGHTING SHALL INCLUDE

A LOW VOLTAGE POWER SUPPLY. BASIS OF DESIGN IS QT LIGHTING

Q-VAULT-5-Q-SET-60.

UE

01 07/28/2026 ADDENDUM #1

EXP 09/30/2026

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

CERTIFICATE OF AUTHORIZATION NUMBER: 0023683

7/27/2026

Addendum #1 Page 172 of 193

AutoCAD SHX Text

MON

AutoCAD SHX Text

MON

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

AutoCAD SHX Text E

AutoCAD SHX Text

HH

Addendum 1 Drawings
C503A-SITE WORK WITHIN CITY OF ROCHESTER ROW DETAILS-ADDENDUM 01
C503B-SITE WORK WITHIN CITY OF ROCHESTER ROW DETAILS-ADDENDUM 01
C504-STRUCTURAL DETAILS-ADDENDUM 01
EP611-ELECTRICAL PANEL SCHEDULES-ADDENDUM 01
Sheets and Views
DWG-25038-EP611.REVX ELECTRICAL PANEL SCHEDULES
ES111-REV01 ELECTRICAL SITE PLAN-ADDENDUM 01
Sheets and Views
DWG-25038-ES111.REVX ELECTRICAL SITE PLAN
G000-COVER SHEET-ADDENDUM 01
Sheets
G000 - COVER SHEET
L300-MATERIALS PLAN-ADDENDUM 01
L350-PAVING AND JOINTING PLAN-ADDENDUM 01
L800-DETAILS -SITE WALLS-ADDENDUM 01
L801-DETAILS -SITE WALLS-ADDENDUM 01
L830-DETAILS -PAVING-ADDENDUM 01
Sheets
L830 - DETAILS - PAVING
L851-DETAILS -CUSTOMIZEDFURNISHINGS-ADDENDUM 01
LP200-SOILS PLAN-ADDENDUM 01
LP300-TREE PLANTING PLAN-ADDENDUM 01
LP400-TREE PROTECTION AND PLANTING DETAILS-ADDENDUM 01
P011-PLUMBING NOTES AND LEGENDS-ADDENDUM 01
PP111-REV02 PLUMBING PLAN-ADDENDUM 01
PP301- PLUMBING ELEVATIONS-ADDENDUM 01
PP501-PLUMBING PIPING DETAILS-ADDENDUM 01
PP502-PLUMBING PIPING DETAILS-ADDENDUM 01
PP901-PLUMBING ISOMETRICS-ADDENDUM 01

File details come from the government source that posted it. Updated .