D006603-04_Addendum_2.pdf

HUDSON VALLEY DISTRICT ADDENDUM # 02

New York State Office of Parks, Recreation and Historic Preservation

Taconic Region • 9 Old Post Road, Staatsburg, New York 12580 • (845) 889-4100 Palisades Region • Palisades Interstate Parkway, Bear Mountain, NY 10911 • (845) 786-2701

Saratoga Region • 19 Roosevelt Drive, Saratoga Springs, NY 12866 • (518) 584-2535

THIS DOCUMENT contains (15) pages, including attachments

Grafton Lakes State Park Beach Area Site Improvements 06/03/2026

Project ID#: SA-GL-2025-001 Contract Numbers: D006603 General Construction; D006604 Electrical Construction

General Information:

1. Read All Plans, Specifications, and Addenda Carefully.

2. IMPORTANT: Acknowledge receipt of all addenda on the bid form when submitting your bid.

3. This Addendum is part of the Contract Documents in accordance with the “Instructions to Bidders.”

4. This Addendum includes both newly added specifications and revisions to previously issued specifications.

Pre-Bid RFIs:

Question 1: Will GC be responsible for trenching & backfill of electrical contract? Including any ductbank requirements?

Answer 1: The General Contractor is responsible for demolition of existing exterior electrical work.

Question 2: Confirm EC is responsible for all electrical demolition, including digging and backfill for existing electrical removal as sown on ED101.

Answer 2: Electrical Contractor is responsible for all interior electrical work, replacement of conduit, exterior wiring as well as trenching and backfill for electrical conduit.

Question 3: Please confirm if & what existing utilities are encased in concrete.

Answer 3: The extent to which existing utilities are encased in concrete is currently unknown. However, a few summers ago, a water leak occurred immediately outside the women’s restroom. During the excavation and repair work, it was discovered that the plumbing lines had been installed and subsequently covered with concrete. As a result, the crew had to remove sections of concrete until an undamaged portion of the line was located for a proper tie-in. Following the repair, the concrete was poured over the top of the lines.

To our knowledge, electrical lines have generally not been observed directly beneath the concrete pavement, and we therefore assume they are installed at a greater depth.

Exceptions include the area associated with repairs to the women’s changing room, where

HUDSON VALLEY DISTRICT ADDENDUM # 02

New York State Office of Parks, Recreation and Historic Preservation

Taconic Region • 9 Old Post Road, Staatsburg, New York 12580 • (845) 889-4100 Palisades Region • Palisades Interstate Parkway, Bear Mountain, NY 10911 • (845) 786-2701

Saratoga Region • 19 Roosevelt Drive, Saratoga Springs, NY 12866 • (518) 584-2535 a 120V electrical line in conduit is embedded within the concrete between the women’s restroom and the changing room.

In addition, the solar electrical line is located directly beneath the concrete and runs from the lifeguard utility room to the women’s restroom. The remainder of this line follows the building perimeter and is routed under the brick drip drains.

Question 4: Please confirm the use of the CU Structural Soil per callout on DWG L301. If confirmed use please confirm depth of material to be installed. Would a crushed stone structural fill material be acceptable in these areas?

Answer 4: Please see Detail B3 on Sheet L602. Depth of CU Structural Soil Material is 3’.

Crushed stone structural fill material is not acceptable in these areas. Please see specification section 312000 for information.

Revised Specifications:

1. Delete Section 015000 – Temporary Facilities and Controls and Replace with the attached

Section 015000 – Construction Facilities Temporary Controls.

2. Section 323300 – Added flagpole specifications.

Revised Drawing Sheets:

The following revisions have been made to the construction documents. Please replace the existing drawings with the attached revised sheets.

1. Drawing CVR – Revision to drawing title.

2. Drawing L101 – Revisions to parking sign locations.

3. Drawing L301 – Revisions to callouts.

4. Drawing L401 – Clarifications on flush curb installation.

5. Drawing L601 – Revisions to detail A2, B1, B3, B5, C4 and C5.

6. Drawing L602 – Revision to detail B3.

CONSTRUCTION FACILITIES &

SA-GL-2025-001 015000-1 TEMPORARY CONTROLS

SECTION 015000

CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

1.1 PROJECT CONDITIONS

A. Provide construction facilities and temporary controls necessary for the Work.

1.2 TEMPORARY LIGHT AND POWER

A. Electric energy for temporary light and power will not be made available at the Project Site.

Provide portable electric source as required for the Work.

B. Provide temporary wiring and equipment in conformance with the National Electrical Code.

1.3 TEMPORARY WATER

A. Water will not be made available at the Project Site. Provide temporary water source as required for the Work.

B. Prevent waste of water.

1.4 TEMPORARY TOILETS

A. Provide temporary toilet facilities for Contractor’s and subcontractors employees engaged on the project. Locate toilets where directed and maintain them in a sanitary condition.

NUMBER OF EMPLOYEES MINIMUM NUMBER OF FACILITIES*

20 or less 1 toilet 20 or more 1 toilet and 1 urinal per 40 employees 200 or more 1 toilet and 1 urinal per 50 employees

*Toilet/Urinal combinations shall count as only one facility.

1. Locate toilet facilities no more than 1000 feet from any work location.

a. Exception: Mobile crews having readily available transportation to nearby toilet facilities.

1.5 BARRIERS AND ENCLOSURES

A. Provide barriers during performance of the Work to:

1. Prevent unauthorized entry to work areas.

SA-GL-2025-001 015000-2 TEMPORARY CONTROLS

2. Allow for State’s access to the Site.

3. Protect existing facilities and adjacent properties from damage.

4. Protect vehicular and pedestrian traffic.

1.6 PROTECTION OF WORK AND EXISTING PROPERTY

A. Protect installed Work and existing construction and finishes during performance of the Work.

B. Maintain the building in a watertight condition during performance of the Work.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

D. Protect existing trees and plants during performance of the Work unless otherwise indicated. Box trees and plants within the grading limit lines. Do not deposit excavated materials or store building materials around trees or plants. Do not attach guy wires to trees.

E. Prohibit traffic from landscaped areas.

F. Cleaning tools of cementitious and other insoluble materials:

1. Do not wash tools in sinks or other sanitary drainage systems. Protect all drainage systems from debris that can clog or damage piping and fixtures.

2. Take all precautions necessary to prevent cementitious and other insoluble materials from flowing into floor drains.

3. Dispose of excess cementitious and other insoluble debris with the other rubbish.

1.7 SECURITY

A. Promptly relock doors and security screens located in access routes, storage areas, and work areas after use.

1.8 WATER CONTROLS

A. Provide and maintain pumping equipment necessary to keep the work areas free from water.

Discharge water into existing storm drainage systems or otherwise disperse as directed.

1.9 FIRE PREVENTION

A. Take precautions necessary to prevent fires.

B. Fuel for cutting and heating torches shall be gas only and shall be contained in Underwriters Laboratory approved containers.

C. Furnish and maintain a currently inspected 20 pound capacity multi-class A B C fire extinguisher in the immediate vicinity where welding tools or torches are in use.

SA-GL-2025-001 015000-3 TEMPORARY CONTROLS

D. Furnish and maintain a currently inspected fire extinguisher of the appropriate class and size whenever the temporary storage of materials changes that areas classification of fire load or life safety.

1.10 ACCESS ROADS

A. Routes of ingress and egress on the premises to the location of the Work shall be as directed.

B. Keep designated access roads clear of dirt and debris resulting from the Work.

C. Provide means of removing mud from vehicle wheels before entering paved roads.

1.11 PARKING

A. Parking areas shall be where designated by the Director’s Representative.

1. Keep designated parking areas clear of dirt and debris resulting from the Work.

2. Remove ignition key from unattended vehicles and lock doors.

1.12 RUBBISH REMOVAL

A. Clean up and containerize the rubbish (refuse, debris, waste materials, and removed materials and equipment) resulting from the Work at the end of each work day and leave work areas broom clean, except where more stringent cleaning is specified. Locate containerized rubbish where directed.

B. Remove rubbish from State property at least once a week and more often if the rubbish presents a hazard. Properly dispose of rubbish.

C. Burning of rubbish will not be permitted.

1.13 RELOCATION AND REMOVALS

A. Should a change in location of any construction facilities and temporary controls be necessary in order to progress the Work properly, remove and relocate such items as directed.

B. Remove the construction facilities and temporary controls when they are no longer required.

Restore permanent facilities used for or connected to temporary facilities to their original condition or better.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 015000

SA-GL-2025-001 323300 - 1 SITE FURNISHINGS

SECTION 323300

SITE FURNISHINGS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes the following:

1. Benches

2. Quarry Block Benches

3. Outdoor Showers

4. Tree Grate

5. Flag Pole

1.2 QUALITY ASSURANCE

A. Installer Qualification: An experienced installer who has completed installation of site furnishings and whose work has resulted in construction with a record of successful in-service performance.

B. Manufacturer/ Fabricator Qualifications: Experienced product manufacturer for more than 30 years.

1.3 SUBMITTALS

A. Product Data: Include physical characteristics such as shape, dimensions, and finish for building materials.

B. Shop Drawings: Provide dimensional drawings and installation instructions for all products.

C. Samples for Verification: For the following product, provide samples for all material finishes.

1. Stone Benches

D. Maintenance Data: For each product.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Store products in original undamaged packaging in a dry location until ready for installation.

B. Handle products carefully to prevent any damage to the finishes.

SA-GL-2025-001 323300 - 2 SITE FURNISHINGS

PART 2 - PRODUCTS

2.1 Bench

A. Recycled plastic lumber bench to match existing site benches: Contour Bench by Jamestown

Advanced Products or approved equal.

1. Product Number: #11641

2. Mounting: Pad Mount

3. Overall Length: Six-feet.

4. Installation Method: Pad Mount

5. Frame and Finish: 2.5” square tube frame with 3/8” x 4” steel bar stock mounting brackets, black powder coat with rust inhibiting primer

6. Recycled plastic lumber 3”x4”x72” nominal size.

7. Center frame required for recycled plastic lumber benches

2.2 Quarry Block Benches

1. Limestone quarry blocks

2. Finish: finishes as per detail C3/L-601

3. Size: 18” H x 18”D X 4’-0”L

4. Tolerance +/- 1” in each dimension

5. Placement: as per plans, Top of bench 17”-19” above adjacent finish grade

2.3 Outdoor Shower

A. Outdoor Shower by: Most Dependable Fountains, Inc.

1. Model Number” 564 SMSS – Accessible shower with on metered head at 72” and a foot wash on one side and one metered accessible head at 49” on back side with 2 grab bars.

2. Mounting: Surface mount as per manufacturer’s recommendations, Marine grade stainless steel pedestal

3. Push bar: 304 stainless steel

4. Spray Heads: 1.5 GPM at 60 PSI

5. Control Valves: Less than 5lbs operation, design for 30 to 80 PSI, ideal operation at 60

PSI

6. Finish Color: Green

7. Installation: Surface mount, with surface mount carrier

8. Winterization: Shut-off water and drain down

9. Warranty: 1 year

10. Options

a. Surface Carrier

b. Cut-off valve and low point drain

2.4 Cast Iron Tree Grate

A. Neenah Foundary model #R-8880-A, or approved equal

1. Component No’s:

a. Grate: 8880-0003

b. Frame: 9992-7238

SA-GL-2025-001 323300 - 3 SITE FURNISHINGS

2. Size: 72” Diameter

3. Material:

a. Grate: Cast Iron, ASTM A-48, Class 35B

b. Frame: Hot rolled mild steel angle (L1 ¾ x 1 ¼ x 3/16)

4. Finish: Not painted

2.5 Flag Pole

A. 25’ Aluminum Flag Pole

1. 25’ aluminum flag pole

2. One-piece tapered, ground set, seamless spun 6063-T3 aluminum

3. Internal Halyard, with winch system, metal cable and removable crank

4. Butt diameter 5” – Top diameter 3”

5. Wall thickness .125

6. Min. wind rating 104 MPH flagged

7. Satin aluminum finish

8. 5” gold anodized aluminum ball at top

9. 1 year warranty

10. Mount and install as per manufacturer’s recommendations

PART 3 - EXECUTION

3.1 EXAMINATION

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

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

B. INSTALLATION

1. Install each item in accordance with component manufacturer's instructions.

2. Contractor shall provide a crane or fork-lift intended for the weight of the Portable Building and gates. Manufacturer will assist the Owner by providing correct minimum lifting capacity and by locating lift points and recommended lifting capacities.

3. Set all items Plumb and level

4. The two sides of the Vehicular Swing Gate at the southern entrance shall be at equal elevation.

3.2 ADJUSTING AND CLEANING

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

Repair damaged finishes to match original finish or replace components.

SA-GL-2025-001 323300 - 4 SITE FURNISHINGS

B. Adjust gates, salt shed components, and all hardware to operate smoothly, easily, properly, and without binding. Confirm that locks engage accurately and securely without forcing or binding.

C. Lubricate hardware and other moving parts.

D. After completing installation, inspect exposed finishes and repair damaged finishes.

END OF SECTION 323300

BEACH AREA SITE IMPROVEMENTS

254 GRAFTON LAKES STATE PARK WAY

GRAFTON, NEW YORK 12082

SITE LOCATION MAP

PROJECT LOCATION MAP

CVR

G-000 G-011

COVER SHEET

SITE KEY PLAN

EXISTING CONDITIONS PLAN

GRAFTON LAKES STATE PARK

LIST OF DRAWINGS

GENERAL :

C-101 C-102 C-201 C-202 C-301 C-302 C-401 C-402

DEMOLITION PLAN (1 of 2) DEMOLITION PLAN (2 of 2) DRAINAGE PLAN (1 of 2) DRAINAGE PLAN (2 of 2) UTILITY PLAN (1 of 2) UTILITY PLAN (2 of 2) EROSION AND SEDIMENT CONTROL PLAN (1 of 2) EROSION AND SEDIMENT CONTROL PLAN (2 of 2)

CIVIL / SITE :

L-101 L-102 L-203 L-301 L-302 L-401 L-402 L-501 L-502 L-601 L-602 L-603 L-604 L-605 L-606

LAYOUT PLAN (1 of 2) LAYOUT PLAN (2 of 2)

CONCRETE SCORING PLAN

MATERIALS PLAN (1 of 2) MATERIALS PLAN (2 of 2) GRADING PLAN (1 of 2) GRADING PLAN (2 of 2) PLANTING PLAN (1 of 2) PLANTING PLAN (2 of 2)

SITE DETAILS

SITE DETAILS

SIGN DETAILS

EROSION AND SEDIMENT CONTROL DETAILS

UTILITY DETAILS

UTILITY DETAILS

LANDSCAPE :

PROJECT LOCATION

SITE LOCATION

A-101 SELECTIVE DEMOLITION & NEW CONSTRUCTION

ARCHITECTURE :

E-001

ED-101

EP-101

EP-501

EP-601

ELECTRICAL NOTES AND LEGENDS

ELECTRICAL DEMOLITION PLAN

ELECTRICAL PLAN

ELECTRICAL DETAILS

ELECTRICAL SCHEDULES

ELECTRICAL :

NORTH

WATER TANK LOCATION

CT-001

CT-100

CT-120

CT-300

CT-301

CT-500

CT-501

GENERAL NOTES

WATER STORAGE TANK EXISTING CONDITIONS AND REMOVALS PLAN

WATER STORAGE TANK GRADING, MATERIALS, AND EROSION CONTROL PLAN

WATER STORAGE TANK SITE PLAN

WATER STORAGE TANK PLAN AND SECTION

CONSTRUCTION DETAILS (1 OF 2)

CONSTRUCTION DETAILS (2 OF 2)

CIVIL / WATER TANK :

100% BID DRAWNGS

PROJECT ID: SA-GL-2025-01

D006603 GENERAL CONSTRUCTION

D006604 ELECTRICAL CONSTRUCTION

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

Sheet:Project Number:

Sheet Title: Drawing Number:

FISHER ASSOCIATES

1001 W. SENECA ST. STE. 201

ITHACA, NEW YORK 14850

Landscape Architecture/ Civil Engineering

Project Title:

Project Location:

Governor Kathy Hochul Acting Commissioner Kathy Moser

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball Chinian

NYS Parks, Recreation, and Historic Preservation Saratoga-Capital Region:

ENCORUS GROUP

23 MECHANIC ST.

SPRINGVILLE, NEW YORK, 14141

MEP Engineering

Seal and Signature

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

ARCHITECTURAL RESOURCES

303 WEST 13TH ST.

NEW YORK, NEW YORK, 10014

Architecture

A

B

C

D

5 4 3 2 1

SA-GL-2025-001

100% BID

DRAWINGS

MJ ENGINEERING, ARCHITECTURE, LANDSCAPE ARCHITECTURE, AND

LAND SURVEYING, P.C.

21 CORPORATE DRIVE

CLIFTON PARK, NEW YORK, 12065

Water Tank Civil Engineer

CVR

COVER

SHEET

04.10.2026

BS

JG

JG

BS

GRAFTON LAKES STATE PARK

254 GRAFTON LAKES STATE PARK

WAY, GRAFTON, NY 12082

BEACH AREA SITE IMPROVEMENTS

1 Revision to drawing title. 06/02/2026

AFahrner Stamp

ADD ALTERNATE #1

SEE NOTE

8.00'

8.00'

6.0 0'

30.00'

13.00'

10.00'

8.00'

8.00'

8.00'

6.0 0'

24.00'

30.00'

ALIGN TO

EXISTING WALKWAY

2.00' 3.00'

R75.00'

R40.00'

12.00'

MEET EXISTING

WALKWAY

R2.50'

R2.50'

6.00'

9.00'

R2 .00

R2 .00

R12 .00

R10.00'

R2.50'

8.00'

8.7 2'

12.26'

R10.00' R10.00'

±0.93'

R2.50'

R2.50'

R12.00'

R14.00'

R8.00'

6.0 0'

6.0 0'

5.0 0'

5.0 0'

CENTER STAIRS

ON DOORWAY

CENTER STAIRS

ON DOORWAY

8.0 0'

R40.00'

.88

.87

R2.5 0'

R2 .50

R2.50'

MINIMUM OFFSET FROM

CORNER OF BUILDING 1.00'

11.00'

CENTER ENTRY WALK ON

DOORWAY AND RUN

CENTERLINE OF WALKWAY

PERPENDICULAR TO THIS

BUILDING FACE

10.00'

USE THIS BUILDING FACE TO

ESTABLISH CENTERLINE OF WALKWAY

AND MAINTAIN CENTERLINE PARALLEL

ALIGN EDGE OF PAD

TO CORNER OF

BUILDING

R2 .50

ALIGN EDGE OF

WALKWAY TO CORNER

OF BUILDING

25.00'

.00

ALIGN EDGE OF

CONCRETE PAD AND

BEGINNING OF

SIDEWALK PARALLEL

TO THIS BUILDING

FACE

R20.00' L25.07'

R410.00 L70.37

R410.00 L105.33

38.24'

5.17' (+/-)

R130.00' L87.53'

R26.50' L37.25'

R100.00' L113.57'

R100.00' L38.03'

ALIGN CONCRETE PAD

PARALLEL AND

PERPENDICULAR TO

THIS BUILDING FACE

CENTERLINE SHOULD

FOLLOW APPROXIMATE

ALIGNMENT OF EXISTING

PATH

R2.50'

22.00'

5.0 0'

R2.50'

R2.50'

R2.50'

EXISTING

CORNER OF

CONCRETE

PAD

ALIGN EDGE

OF ENTRY

WALK TO

CORNER OF

BUILDING

R76.00' L50.00'(+/-)

USE BUILDING

CORNER TO

ESTABLISH

CENTERLINE OF

CIRCULAR WALKWAY

.00

.00

CENTER

TREE PIT ON

BUILDING

FACE

CENTER

TREE PIT ON

BUILDING

FACE

CENTER SIGNS ON

PARKING STALLS, TYP.

10.00'

10.00'

.00

12.00'

R2.50'

R2.50'

8.00'

4.0 0'

1.00' 12.00'

16.00'

16.00'

20.00'

4.0 0'

15.00'

EQ

EQ

ALIGN EDGE OF

DRIVE TO CORNER

OF PAD

8.00'

3.50'

26.00'

10.00'

3.50'

.50

SET BENCHES 3'

APART AND

CENTERED IN PAD

CENTER BENCH

IN PAD

PLACE BENCHES 2'

APART AND CENTER

ON BUILDING FACE

CENTER BENCHES ON

PAD AND SPACE EVENLY

POINT OF TANGENCY

POINT OF TANGENCY

POINT OF TANGENCY

CENTER BLOCK

BETWEEN SHOWERS

CENTER BLOCKS

AND ALIGN WITH

CORNERS

8.00'

MEET EXISTING WALKWAY

ALIGN BLOCKS

TO CORNER

9.00'

12.00'

12.

00'

R52.00' L15.50'(+/-)

R2.50' R2.50'

POINT OF

TANGENCY

POINT OF

TANGENCY

MEET EXISTING

WALKWAY

MEET EXISTING

WALKWAY 5.0

0'

2.0 0'

3.00'

2.0 0' 5.00'

3.00'

3.00'

3.00'

3.00'

3.00'

3.00'

3.00'

2.00'

5.0 0'

2.00'

0 20' 40'

Scale: 1" = 20'-0"

NORTH

MA

TC

HL

IN

E, 2/

L-

2 LAYOUT NOTES

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

ON SITE PRIOR TO EXCAVATION.

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

TO ANY EXCAVATION.

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

ANY DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE PROCEEDING.

4. DO NOT SCALE FROM MEASURING DRAWINGS.

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

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

FACES UNLESS OTHERWISE NOTED.

7. PATH CENTERLINES TO BE LAID OUT WITH SMOOTH TANGENTIAL CURVES.

8. ALL PAVEMENT RADII ARE 5' UNLESS OTHERWISE NOTED ON PLAN.

9. INSTALL SIGNS PER MUTCD Sec. 2A.18. SIGN LOCATIONS TO BE STAKED OUT BY CONTRACTOR

AND APPROVED BY OWNER PRIOR TO INSTALLATION. SIGNS TO BE LOCATED A MINIMUM OF

TWO FEET FROM ALL PAVEMENT EDGES.

10. REFERENCE COORDINATE SYSTEM ARE REFERENCED TO THE NEW YORK STATE PLANE

COORDINATE SYSTEM, (NAD83-NY EAST ZONE) UTILIZING GNSS OBSERVATIONS ON THE NYSDOT RTN NETWORK, NAVD88, GEOID 18, AS INDICATED IN THE "EXISTING CONDITIONS" DRAWINGS

COMPLETED BY LABELLA (2024), ELEVATIONS REFERENCED TO NAVD88.

11. ADD ALTERNATE 1 INCLUDES ALL DEMOLITION, TREE REMOVAL, GRADING, AND CONSTRUCTION

OF THE NEW PAVEMENT AND CONCESSIONS BUILDING PARKING WITHIN THE BOUNDARY. ADD

ALTERNATE 1 DOES NOT INCLUDE UTILITY WORK, LIGHTING, AND SIGNAGE.

LAYOUT LEGEND

KEY DETAIL

CONTRACT LIMIT LINE

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

Sheet:Project Number:

Sheet Title: Drawing Number:

FISHER ASSOCIATES

1001 W. SENECA ST. STE. 201

ITHACA, NEW YORK 14850

Landscape Architecture/ Civil Engineering

Project Title:

Project Location:

Governor Kathy Hochul Acting Commissioner Kathy Moser

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball Chinian

NYS Parks, Recreation, and Historic Preservation Saratoga-Capital Region:

ENCORUS GROUP

23 MECHANIC ST.

SPRINGVILLE, NEW YORK, 14141

MEP Engineering

Seal and Signature

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

ARCHITECTURAL RESOURCES

303 WEST 13TH ST.

NEW YORK, NEW YORK, 10014

Architecture

A

B

C

D

5 4 3 2 1

SA-GL-2025-001

100% BID

DRAWINGS

MJ ENGINEERING, ARCHITECTURE, LANDSCAPE ARCHITECTURE, AND

LAND SURVEYING, P.C.

21 CORPORATE DRIVE

CLIFTON PARK, NEW YORK, 12065

Water Tank Civil Engineer

L-101

LAYOUT

PLAN (1 of 2)

04.10.2026

BS

LS

LS

BS

GRAFTON LAKES STATE PARK

254 GRAFTON LAKES STATE PARK

WAY, GRAFTON, NY 12082

BEACH AREA SITE IMPROVEMENTS

1 Sign locations revised 05/19/2026

A4 L-601

ASPHALT PATCH

B1 L-601

ADA PARKING SIGNS

A2 L-601

MEDIUM DUTY CONCRETE

C3 L-601

QUARRY BLOCK BENCH

B3 L-601

ADA PAVEMENT MARKING

(2) 25' FLAG POLES, SEE SPECIFICATIONS

EXISTING PAVEMENT TO REMAIN, TYP.

5' DIA CAST IRON TREE

GRATE, SEE

SPECIFICATIONS, TYP.

ADD ALTERNATE #1

SEE NOTE

A3 L-601

ASPHALT PAVING - MEDIUM DUTY

A2 L-601

MEDIUM DUTY CONCRETE

SALVAGED BENCH, SEE

SPECIFICATIONS, TYP.

OUTDOOR SHOWERS,

SEE SPECIFICATIONS

EXTENT OF CU

STRUCTURAL SOIL, SEE

SPECIFICATIONS, TYP.

B5 L-601

FLUSH CONCRETE CURB

BENCH, SEE

SPECIFICATIONS, TYP.

C5 L-601

CONCRETE STAIR

D3 L-605

TRENCH DRAIN, TYP.

A5 L-604

UNDERDRAIN, TYP.

C5 L-601

CONCRETE STAIR

A3 L-606

DOMED

GRATE, TYP.

A2 L-603

S15, SIGN TYPE P1

A3 L-603

S2, SIGN TYPE P2

B5 L-603

S8, SIGN TYPE P3 - FOUR POSTS

D3 L-603

S10, BUILDING

MOUNTED

SIGN (BMS)

S14, BMS, TYP.

S13, BMS, TYP.

S12, BMS, TYP.

S11, BMS, TYP.

S6, PORTABLE SIGN,

FRAME PROVIDED

BY OWNER

S7, PORTABLE SIGN,

FRAME PROVIDED BY OWNER

S7B, PORTABLE SIGN,

FRAME PROVIDED BY OWNER

S1, SIGN TYPE P1, TYP.

S16, SIGN TYPE P2, TYP.

S3, SIGN TYPE P3 -

FOUR POSTS, TYP.

S4, SIGN TYPE P3 -

FOUR POSTS, TYP.

B2 L-603

S9, SIGN TYPE P3 -

ONE POST

S5, SIGN TYPE P3 -

ONE POST, TYP.

REINSTALL SALVAGED FOUNTAIN,

SEE SPECIFICATIONS

B5 L-605

SHOWER DRAIN, TYP.

SHOWER DRAIN, TYP.

0 20' 40'

Scale: 1" = 20'-0"

NORTH

MA

TC

HL

IN

E, 2/

L-

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

Sheet:Project Number:

Sheet Title: Drawing Number:

FISHER ASSOCIATES

1001 W. SENECA ST. STE. 201

ITHACA, NEW YORK 14850

Landscape Architecture/ Civil Engineering

Project Title:

Project Location:

Governor Kathy Hochul Acting Commissioner Kathy Moser

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball Chinian

NYS Parks, Recreation, and Historic Preservation Saratoga-Capital Region:

ENCORUS GROUP

23 MECHANIC ST.

SPRINGVILLE, NEW YORK, 14141

MEP Engineering

Seal and Signature

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

ARCHITECTURAL RESOURCES

303 WEST 13TH ST.

NEW YORK, NEW YORK, 10014

Architecture

A

B

C

D

5 4 3 2 1

SA-GL-2025-001

100% BID

DRAWINGS

MJ ENGINEERING, ARCHITECTURE, LANDSCAPE ARCHITECTURE, AND

LAND SURVEYING, P.C.

21 CORPORATE DRIVE

CLIFTON PARK, NEW YORK, 12065

Water Tank Civil Engineer

L-301

MATERIALS

PLAN (1 of 2)

06.01.2026

BS

LS

LS

BS

GRAFTON LAKES STATE PARK

254 GRAFTON LAKES STATE PARK

WAY, GRAFTON, NY 12082

BEACH AREA SITE IMPROVEMENTS

MATERIALS NOTES

1. ADD ALTERNATE 1 INCLUDES ALL DEMOLITION, TREE REMOVAL, GRADING, AND CONSTRUCTION

OF THE NEW PAVEMENT AND CONCESSIONS BUILDING PARKING WITHIN THE BOUNDARY. ADD

ALTERNATE 1 DOES NOT INCLUDE UTILITY WORK, LIGHTING, AND SIGNAGE.

MATERIALS LEGEND

KEY MATERIAL DETAIL

MEDIUM DUTY CONCRETE

ASPHALT PAVING - MEDIUM DUTY

PLANTING BED SOIL

CU STRUCTURAL SOIL EXTENT

QUARRY BLOCK BENCH

BENCH

SALVAGED BENCH

1 Revisions to callouts 06/01/2026

W

W

W

W

ADD ALTERNATE #1

SEE NOTE

±1511.55 (ME)

FFE: 1511.55

EE: 1511.53

1510.28

1510.51

1512.35

1513.10

FFE: 1512.55

TS: 1512.53

FFE: 1512.51

EE: 1512.49

FFE: 1512.58

EE: 1512.56

FFE: 1512.53

EE: 1512.51

FFE: 1512.54

EE: 1512.52

FFE: 1511.97

EE: 1511.95

FFE: 1511.98

EE: 1511.96

FFE: 1512.11

EE: 1512.09

FFE: 1512.02

EE: 1512.00

FFE: 1512.01

TS: 1511.99

FFE: 1511.61

EE: 1511.59

FFE: 1511.54

EE: 1511.52

FFE: 1512.67

FFE: 1512.68

1512.34

1511.98

1506.84

FFE: 1512.67

FFE: 1512.68

BS: 1511.53

(2 STEPS)

±1512.02 (ME)

±1512.08 (ME)

1513.42

1511.77

±1512.43 (ME)

±1513.87 (ME)

BS: 1510.82

(2 STEPS)

1512.48

1513.09

1513.17

1514.15

1512.59 1512.99

1512.77 1512.79

1511.801511.61

1511.81

1511.85

1511.57

1511.46

HP: 1511.63

1510 1511

1511.81

1507.02

4.2

M

AX

±1511.63 (ME)

±1512.48 (ME)

±1512.39 (ME)

±1512.84 (ME)

±1512.61 (ME)

±1513.62 (ME)

±1513.99 (ME)

1511.54

1511.63

1510.16

1511.781511.70

1510.74

1510.63

1510.59

1509.56

1509.76 1510.36

1509.49

±1506.34 (ME)

±1512.06 (ME)

1510.87 1510.90

1510.61

1510.76

1511.55

1510.58 1510.60

1512.35

4.99% MAX SLOPE

1510.86

1510.90

1512.58

1512.68

1512.87

1512.55

1511.50

1511.72

1512.60 1512.60

1513.80

1513.67 1512.01

1512.21

1512.061512.24

1512.02

1512.10

1512.10

1512.42

1512.12

1512.18 1511.89

1511.59

1511.59

1512.51

±1512.07 (ME)

1511.46

1510.76

1512.02

1512.20

1511.84

±1512.12 (ME)

±1512.03 (ME)

1510.66 1510.52

1511.51

1510.42

1509.74

1509.58

1510.28 1510.46

1510.60

1511.56

1512.00

1511.69

1507.39

1511.52

1512.16

1511.91

1511.70

1512.00

1512.42

1511.87 1511.79

1511.29

1511.25

1511.44

1512.42

EX:1511.01

1510.97 1510.83

1511.78

HP:1512.801512.58

+- 1512.28 +- 1512.50

2.0%

SW

ALE

2.0%

SWALE

1510.46

1510.79

1510.51

1510.75

1511.70

1511.87

1510.42

LP:1511.67

LP:1512.32

match existing grade match existing grade

HPS:

1512.35

1511.13

1510.49 1510.03

1510.65

1510.90 1510.85

1511.75

1511.83 1511.28

1511.15

1511.70 1511.81

1511.83

1511.97 1511.95

1512.25 1512.37

1512.66 1512.59

1512.40 1512.30

1512.50

1512.38

1513.42

1510.81

1510.82

1510.67

1511.93

1511.67

1511.96

1510.79

1513.90

1512.06

±1512.56 (ME)

1511.81

1510.37

1510.68

1510.73 1510.81

1507.21 match existingmatch existing

1507.21

1506.77

1506.72

1507.12 1506.97

1506.83

1506.89

1507.41

1506.62

1509.38

±1512.61 (ME)

±1511.96 (ME)

±1509.55 (ME)

1506.74

±1509.78 (ME)

1512.40

1512.19

1512.49

1507.67

1511.57

1507.11

1507.09

1506.97

1506.86

1507.05

1506.92

EQUAL ELEVATION ±1

4"

(PARKING LOT/FLUSH CURB AND NEW WALK)

EQUAL ELEVATION ±1

4"

(PARKING LOT/FLUSH CURB AND NEW WALK)

0 20' 40'

Scale: 1" = 20'-0"

NORTH

GRADING NOTES

1. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING

UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO

EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY

AND LOCATE ALL UTILITIES PRIOR TO GRADING START.

2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES

HAVE BEEN INSTALLED.

3. GRADING AROUND EXISTING TREES TO BE MINIMIZED. SEE TREE PROTECTION

DETAILS.

4. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING.

GREAT CARE IS TO BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING

TREES. HAND EXCAVATION WILL BE REQUIRED WHERE EXISTING TREE

ROOTS ARE PRESENT OR IN LOCATIONS NEXT TO BUILDINGS.

5. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF

DISTURBANCE ARE TO BE ADJUSTED TO MEET PROPOSED GRADES.

6. MATCH EXISTING GRADE AT ALL EDGES WHERE PROJECT WORK MEETS

EXISTING SITE.

7. SEE ELECTRICAL DRAWINGS FOR PROPOSED ELECTRICAL WORK.

8. ALL WALKWAYS TO HAVE A MAXIMUM 1.99% CROSS SLOPE.

9. ALL ADA ACCESSIBLE ROUTES INDICATED ON PLANS TO HAVE A MAXIMUM

4.99% RUNNING SLOPE AS REQUIRED BY CODE.

10. ADD ALTERNATE 1 INCLUDES ALL DEMOLITION, TREE REMOVAL, GRADING, AND

CONSTRUCTION OF THE NEW PAVEMENT AND CONCESSIONS BUILDING PARKING WITHIN THE

BOUNDARY. ADD ALTERNATE 1 DOES NOT INCLUDE UTILITY WORK, LIGHTING, AND SIGNAGE.

± XXXX.XX

XXXX.XX

EXISTING CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED CONTOUR

CONTRACT LIMIT LINE

GRADE BREAK

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

CATCH BASIN

FFE = FINISHED FLOOR ELEVATION

EE = ENTRY ELEVATION

TS = TOP OF STAIR

BS = BOTTOM OF STAIR

HP = HIGH POINT

LP = LOW POINT

ME = MATCH EXISTING

GRADING LEGEND

MA

TC

HL

IN

E, 2/

L-

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

Sheet:Project Number:

Sheet Title: Drawing Number:

FISHER ASSOCIATES

1001 W. SENECA ST. STE. 201

ITHACA, NEW YORK 14850

Landscape Architecture/ Civil Engineering

Project Title:

Project Location:

Governor Kathy Hochul Acting Commissioner Kathy Moser

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball Chinian

NYS Parks, Recreation, and Historic Preservation Saratoga-Capital Region:

ENCORUS GROUP

23 MECHANIC ST.

SPRINGVILLE, NEW YORK, 14141

MEP Engineering

Seal and Signature

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

ARCHITECTURAL RESOURCES

303 WEST 13TH ST.

NEW YORK, NEW YORK, 10014

Architecture

A

B

C

D

5 4 3 2 1

SA-GL-2025-001

100% BID

DRAWINGS

MJ ENGINEERING, ARCHITECTURE, LANDSCAPE ARCHITECTURE, AND

LAND SURVEYING, P.C.

21 CORPORATE DRIVE

CLIFTON PARK, NEW YORK, 12065

Water Tank Civil Engineer

L-401

GRADING

PLAN (1 of 2)

04.10.2026

BS

AF

AF

BS

GRAFTON LAKES STATE PARK

254 GRAFTON LAKES STATE PARK

WAY, GRAFTON, NY 12082

BEACH AREA SITE IMPROVEMENTS

1 Note about flush curbs added 05/19/2026

2" M

IN

. C

LR

SPECIFIED JOINT FILLER

1/2" x 24" DOWEL W/ PLASTIC

SLEEVE AT 18" O.C.

CONCRETE PAVEMENT, DEPTH

VARIES.HAUNCH CONCRETE AS

NECESSARY TO ACHIEVE

MINIMUM CLEARANCE

SUBBASE

COMPACTED SUBGRADE

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

RADIUS

SPECIFIED REINFORCEMENT

EXPANSION JOINT (EJ) &

CONSTRUCTION JOINT (CJ)

TOOL JOINT

(TJ)

BACKER ROD

2" EXPANSION JOINT WITH

SEALANT

SAWCUT RESURFACE LIMIT LOCATION AS

SHOWN ON PLANS

BITUMINOUS SEALER

EXISTING ASPHALT

EXISTING SUBBASE

TOP COURSE PER ASPHALT PAVING DETAIL

1'-6"

SUBBASE COURSE - DEPTH PER ASPHALT

PAVING DETAIL OR PER EXISTING SUBBASE,

WHICHEVER IS DEEPER

NEW ADJACENT FULL DEPTH ASPHALT

PER ASPHALT DETAIL

11 2"

NYSDOT 9.5 F3 TOP COURSE, 80 SERIES

COMPACTION

SUBBASE. EXTEND 12" PAST THE EDGE OF

PAVEMENT

COMPACTED SUBGRADE

11 2" 8"

3"

SEPARATION FABRIC TO WRAP 24" PAST EDGE

OF SUBBASE UNDER ASPHALT.

TAMP EDGES

NYSDOT 19 F9 BINDER COURSE, 80 SERIES

COMPACTION

1'-0"1'-0"

CONCRETE

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

FLAT SHEETS SET ON CHAIRS.

2" MINIMUM CONCRETE COVERAGE ON

ALL SIDES.

COMPACTED SUBGRADE

WIDTH AS SHOWN ON PLAN

CROSS SLOPE AS SHOWN

ON GRADING PLAN

5" 8"

3"

COMPACTED SUBBASE

NOTES:

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

2. BROOM PERPENDICULAR TO LINE OF TRAFFIC.

WIDTH AS SHOWN ON PLAN

TOOLED EDGE AROUND EACH SCORE JOINT

AND EACH EXPANSION JOINT

W

ID

TH

A

S

SH

OW

N

ON

P

LA

N

MEDIUM BROOM FINISH. BROOM

PERPENDICULAR TO LINE OF TRAFFIC.

NOTES:

1. REFER TO LAYOUT PLAN FOR TRAFFIC SIGN LAYOUT.

45.0°

'-0

MI

N.

9'-0"

MIN.

9'-0"

MIN.

9'-0"

MIN.

2'-0

2'- 0"

TRAFFIC BLUE PAINT

TRAFFIC WHITE PAINT

NYS DYNAMIC ACCESSIBILITY SYMBOL MARKING

TRAFFIC WHITE 4" WIDE PAINT LINE TYP.

BACK OF CURB

"NO PARKING" SIGNS ALIGN CENTERED ON SPACE AS

SHOWN ON PLANS

ADA PARKING SIGNS ALIGN CENTERED ON SPACE AS

SHOWN ON PLANS

8"

4'-0" 2'-0"

B5 L-601

FLUSH CONCRETE CURB

6'- 0"

RESERVED

PARKING

3'- 0"

7'- 0"

C

LE

AR

NOTES:

1. ADA SIGNS TO BE REMOVED FROM EXISTING POSTS AND REUSED ON NEW POSTS.

2. IF SIGNS ARE IN POOR CONDITION, CONTRACTOR SHALL PROVIDE ADA PARKING SIGNS, AS PER CODE

REQUIREMENTS.

3. POSTS AND MOUNTING HARDWARE SHALL BE GALVANIZED TAMPER RESISTANT BOLTS, LENGTH AS

NECESSARY.

GALVANIZED 2LB/FT U-CHANNEL

POSTWITH BREAKAWAY BASE

ADJACENT SURFACE

8" Ø CONCRETE FOOTING

(2,500 MIN. PSI)

DYNAMIC ACCESSIBLE SYMBOL

4'- 0"

RESERVED

PARKING

VAN

ACCESSIBLE

BACKER ROD

BUILDING FOUNDATION

D D/

CONCRETE PAVEMENT, DEPTH VARIES.

HAUNCH CONCRETE AS SHOWN TO RECEIVE

DOWEL

EXPANSION JOINT

2" EXPANSION JOINT WITH SEALENT

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

FLAT SHEETS SET ON CHAIRS.

2" MINIMUM CONCRETE COVERAGE ON

ALL SIDES.

NOTES:

1. LENGTH OF BLOCK SEGMENTS VARIES, REFER TO MATERIAL PLANS AND SPECIFICATIONS FOR SIZES.

2. ALL VERTICAL EXPOSED FACES TO BE SPLIT FACE. TOP TO BE SAWN AND SANDBLASTED.

3. SAW CUT ABUTTING FACES TO ACHIEVE 12" JOINT, TOOL EDGES TO PROVIDE SMOOTH CONTINUOUS

SURFACE AT JOINTS.

1'6

1- 0"

OVERALL LENGTH VARIES, SEE SPECIFICATIONS

3"

3"

2" MAX

1- 6"

3" M

IN

12" SUITABLE FILL

LIMESTONE QUARRY BLOCK

SAW CUT TO ACHIEVE 12" MAX JOINT (±1

8").

HAND TOOL EXPOSED EDGES TO ACHIEVE

TIGHT FIT AND APPEARANCE. EXPOSED

SAWN FACES SHALL NOT BE PERMITTED.

EMBED 3" BELOW FINISHED GRADE, MIN.

1" LIMESTONE SCREENING LEVELING COURSE

GEOTEXTILE SEPARATION FABRIC12" SUITABLE FILL

LIMESTONE QUARRY

BLOCK

1" LIMESTONE

SCREENING

LEVELING COURSE

GEOTEXTILE

SEPARATION FABRIC

LIMESTONE SCREENING

JOINT, 12" MAX WIDTH

ADJACENT LAWN OR

PLANTING

COMPACTED SUBGRADE

SUBGRADE

FINISHED GRADE

1'- 0"

7" MIN

6"

6"

ADJACENT PAVING

1/2" RADIUS, 1/4" MAX. REVEAL

ADJACENT PAVING OR PLANTING

CONCRETE CURB

COMPACTED SUBBASE

COMPACTED SUBGRADE

EQUAL ELEVATION ±1

4"

2.0%

8"

1'-0"

7"

(3) #4 REBAR

4500 PSI CONCRETE FOOTER

COMPACTED SUBGRADE

8"

EXPANSION JOINT

#4 EPOXY COATED NOSING BAR

ADJACENT BUILDING

6" COMPACTED SUBBASE

4'- 0"

MI

N.

T

YP

A1 L-601

CONCRETE JOINTS

#4 SUPPORT BARS 12" OC.

#4 REBAR 12" O.C. HORIZONTAL

#5 REBAR, 12" O.C. VERT.

#5 @ 12" O.C.

#4 @ 12" O.C.

1/2" X 24" DOWEL W/PLASTIC SLEEVE AT 18" O.C.

1" = 1'-0"

CONCRETE JOINTSA11" = 1'-0"

ASPHALT PATCHA4 1" = 1'-0"

ASPHALT PAVING - MEDIUM DUTYA3 1" = 1'-0"

MEDIUM DUTY CONCRETEA2

1/8" = 1'-0"

ADA PAVEMENT MARKINGB3 1/4" = 1'-0"

ADA PARKING SIGNSB13/4" = 1'-0"

CONCRETE SIDEWALK BROOM FINISHB41" = 1'-0"

FLUSH CONCRETE CURBB5

1" = 1'-0"

QUARRY BLOCK BENCHC31" = 1'-0"

EXPANSION JOINT AT BUILDING THRESHOLDC41/2" = 1'-0"

CONCRETE STAIRC5

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

Sheet:Project Number:

Sheet Title: Drawing Number:

FISHER ASSOCIATES

1001 W. SENECA ST. STE. 201

ITHACA, NEW YORK 14850

Landscape Architecture/ Civil Engineering

Project Title:

Project Location:

Governor Kathy Hochul Acting Commissioner Kathy Moser

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball Chinian

NYS Parks, Recreation, and Historic Preservation Saratoga-Capital Region:

ENCORUS GROUP

23 MECHANIC ST.

SPRINGVILLE, NEW YORK, 14141

MEP Engineering

Seal and Signature

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

ARCHITECTURAL RESOURCES

303 WEST 13TH ST.

NEW YORK, NEW YORK, 10014

Architecture

A

B

C

D

5 4 3 2 1

SA-GL-2025-001

100% BID

DRAWINGS

MJ ENGINEERING, ARCHITECTURE, LANDSCAPE ARCHITECTURE, AND

LAND SURVEYING, P.C.

21 CORPORATE DRIVE

CLIFTON PARK, NEW YORK, 12065

Water Tank Civil Engineer

L-601

SITE

DETAILS

06.01.2026

BS

AF

AF

BS

GRAFTON LAKES STATE PARK

254 GRAFTON LAKES STATE PARK

WAY, GRAFTON, NY 12082

BEACH AREA SITE IMPROVEMENTS

1 Revisions to details - C5, C4, B5, B3, B1, A2 05/19/2026

NOTES:

1. PLANT AT SAME DEPTH AS PREVIOUSLY PLANTED IN NURSERY OR CONTAINER

2. PROVIDE COMPACTED BASE UNDER ROOT BALL ONLY TO PREVENT SETTLING

3. ENTIRE BED TO BE EXCAVATED AND BACKFILLED WITH PLANTING MIX

4. PLACE SOILS IN LIFTS PER SPECIFICATIONS

5. COMPACT PLACED SOILS PER SPECIFICATIONS

SHREDDED BARK MULCH,

EXTENT OF BEDLINE,

-4" FOR SHRUBS

-3" FOR PERENNIALS AND

BULBS

UNTIE AND ROLL BACK

BURLAP FROM MIN. 1/3 OF

ROOT BALL. SYNTHETIC

WRAP IS UNACCEPTABLE.

CUT WIRE BASKETS AND

REMOVE.

SPECIFIED PLANTING SOIL

OR STRIPPED AND

STOCKPILED NATIVE SOIL.

SPADED BED EDGE

UNDISTURBED SUBGRADE

" M

IN

, S

EE

S

OI

L

AN

D

MU

LC

H

PL

AN

SCARIFY SIDES AND

BOTTOM OF HOLE TO

PREVENT GLAZING OF

SUBGRADE.

PLANT CENTER

ON CENTER (O.C.) SPACING

ROW SPACING

'D'

'D'

'D'

'D' = O.C. SPACING AS INDICATED IN

THE PLANT SCHEDULE

60°

PLANT SPACING

RO

W

SP

AC

IN

G

PLANT CENTER

STAGGER ROWS UNLESS INDICATED

OTHERWISE ON PLANS

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.

PRUNE TREE BRANCHES THAT OBSTRUCT

CONSTRUCTION ACTIVITY BY CERTIFIED

ARBORIST.

5" SHREDDED BARK MULCH INSIDE OF TREE

PROTECTION FENCE

8"-12" SHREDDED BARK MULCH ON VEHICULAR

ROAD

SEPARATION FABRIC

KEEP OUT

TREE

PROTECTION

AREA

5" THICK LAYER OF MULCH. KEEP MULCH 4"

FROM TRUNK OF TREE.4'-

0" 2'-

0"

6' MIN.

EXTEND OUT TO DRIPLINE

OR AS INDICATED ON DEMOLITION PLAN.

TREE PROTECTION FENCE: 4' HIGH

GALVANIZED CHAIN LINK MESH SET WITH

DRIVEN 2"Ø X 6' L GALVANIZED STEEL POSTS

MAINTAIN EXISTING GRADE WITH

TREE PROTECTION FENCE

18" x 24" SIGN LAMINATED IN PLASTIC SPACED

EVERY 50' ALONG FENCE. MINIMUM OF 1 PER

TREE PROTECTION AREA.

NOTES:

1. TREE PROTECTION TO BE PLACED AROUND

SINGLE TREES OR GROUPS OF TREES AS

SHOWN ON PLAN.

10' MAX.

KEEP OUT

TREE

PROTECTION

AREA

PLANTING MIX TO EXTEND

FULL WIDTH OF TREE PIT

3'- 0"

SEE SOILS PLAN FOR EXTENTS

OF STRUCTURAL SOIL

NOTES:

1. PLACE SOILS IN LIFTS PER SPECIFICATIONS

2. COMPACT PLACED SOILS PER SPECIFICATIONS

DUCKBILL UNDERGROUND TREE

STAKING SYSTEM

STRUCTURAL SOIL

SEPARATION FABRIC

UNTIE AND ROLL BACK BURLAP FROM

MIN. 1/3 OF ROOT BALL. SYNTHETIC

WRAP IS UNACCEPTABLE. CUT WIRE

BASKETS AND REMOVE.

SPECIFIED PLANTING MIX:

CAST IRON TREE GRATE. 72" ROUND

MODEL # R-8880-A. INSTALL PER

MANUFACTURERS SPECIFICATIONS

12" X 8" CONCRETE BORDER CONTINUOUS

AROUND TREE GRATE

ADJACENT PAVEMENT, SEE PLANS

4" SPECIFIED SHREDDED BARK MULCH.

KEEP MULCH AWAY FROM TRUNK AND

TRUNK FLARE.

PLANT SHALL BE SET AT OR SLIGHTLY ABOVE

THE ESTABLISHED FINISH GRADE

4" SPECIFIED SHREDDED BARK MULCH

UNTIE AND ROLL BACK BURLAP FROM 1/3 MIN.

OF ROOT BALL. SYNTHETIC WRAP IS

UNACCEPTABLE. CUT AND REMOVE

EVERYTHING EXCEPT BURLAP.

SPECIFIED PLANTING SOIL

SPADE EDGE OF MULCH PERIMETER

SCARIFY SIDES AND BOTTOM OF TREE PIT TO

PREVENT GLAZING OF SUBGRADE.

3X WIDTH OF ROOT BALL (7' MIN.)

KEEP MULCH AWAY FROM TRUNK AND TRUNK

FLARE

PRUNE AND REMOVE DEAD AND BROKEN

BRANCHES

BOTTOM OF ROOT BALL TO SIT ON

UNDISTURBED SUBSOIL OR COMPACTED

PLANTING SOIL TO PREVENT FUTURE

SETTLING OF TREE

ADJACENT SURFACE VARIES, SEE LANDSCAPE

PLANS

NOTES:

1. PLACE SOILS IN LIFTS PER SPECIFICATIONS

2. COMPACT PLACED SOILS PER SPECIFICATIONS

WOOD STAKES WITH FLEXIBLE TIES. SEE

SPECIFICATIONS.

1/2" = 1'-0"

SHRUB AND PERENNIAL PLANTINGA2 1/2" = 1'-0"

SHRUB AND PERENNIAL SPACINGA1

1/4" = 1'-0"

ROOT PROTECTIONB5

1/4" = 1'-0"

TREE PROTECTION - CHAINLINK WITH MULCHA5

1/2" = 1'-0"

TREE PLANTING IN STRUCTURAL SOIL WITH TREE GRATE B3 1/2" = 1'-0"

TREE PLANTINGB2

Description Date:

REVISIONS

Rev No

Drawn By:

Design By:

Checked By:

Date:

Approved By:

Sheet:Project Number:

Sheet Title: Drawing Number:

FISHER ASSOCIATES

1001 W. SENECA ST. STE. 201

ITHACA, NEW YORK 14850

Landscape Architecture/ Civil Engineering

Project Title:

Project Location:

Governor Kathy Hochul Acting Commissioner Kathy Moser

19 Roosevelt Drive Saratoga Springs, NY 12866

(518) 584-2000 Regional Director: Alane Ball Chinian

NYS Parks, Recreation, and Historic Preservation Saratoga-Capital Region:

ENCORUS GROUP

23 MECHANIC ST.

SPRINGVILLE, NEW YORK, 14141

MEP Engineering

Seal and Signature

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER/LANDSCAPE ARCHITECT TO ALTER THIS DOCUMENT IN ANYWAY.

ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE, AND ARCHITECT'S/ENGINEER'S/LANDSCAPE ARCHITECT'S SIGNATURE.

ARCHITECTURAL RESOURCES

303 WEST 13TH ST.

NEW YORK, NEW YORK, 10014

Architecture

A

B

C

D

5 4 3 2 1

SA-GL-2025-001

100% BID

DRAWINGS

MJ ENGINEERING, ARCHITECTURE, LANDSCAPE ARCHITECTURE, AND

LAND SURVEYING, P.C.

21 CORPORATE DRIVE

CLIFTON PARK, NEW YORK, 12065

Water Tank Civil Engineer

L-602

SITE

DETAILS

04.10.2026

BS

AF

AF

BS

GRAFTON LAKES STATE PARK

254 GRAFTON LAKES STATE PARK

WAY, GRAFTON, NY 12082

BEACH AREA SITE IMPROVEMENTS

1 Revision to structural soil arrow 06/01/2026

16-L602 SITE DETAILS