TOWN OF EVANS

SOUTH CREEK ROAD

IN

TE

RS

TA

TE

ROUTE

LAKESHORE ROAD

LAKE ERIE

RO

UT

E

20STURGEON POINT ROAD

EIGHTEEN

MILE

CREEK

TO

W

N

LI

N E

SITE

SOUTH CREEK ROAD

BLA

C

K

RO

A D

PARK SIGN

EXISTING TO

REMAIN POOL

MECHANICAL

BUILDING

EXISTING TO

REMAIN FENCE

EXISTING TO

REMAIN FENCE

EXISTING TO REMAIN

BASKETBALL COURT

EXISTING TO REMAIN

SOLAR PANEL

NEW PLAYGROUND

EXISTING TO REMAIN

POOL AND POOL DECK

NEW POOLHOUSE &

PERGOLA

DRAWING INDEX

SHEET NO. SHEET NAME

ISSUE FOR BID

8/21/2026

ARCHITECTURE

A-001 COVER SHEET Yes

A-002 CODE & ZONING COMPLIANCE Yes

A-003 STRUCTURAL DETAILS & SCHEDULES Yes

A-004/A-004.1/A-004.2 ARCHITECTURAL NOTES & SPECIFICATIONS Yes

A-005 ROOF TRUSS Yes

A-006 PARTITION, ROOF, & FLOOR TYPES Yes

A-007 DOOR & WINDOW SCHEDULES Yes

A-101 FIRST FLOOR CONSTRUCTION PLAN Yes

A-102 ROOF CONSTRUCTION PLAN Yes

A-103 FIRST FLOOR REFLECTED CEILING PLAN Yes

A-201 OVERALL BUILDING ELEVATIONS Yes

A-301 OVERALL BUILDING SECTIONS Yes

A-302 WALL SECTIONS Yes

A-303 STRUCTURAL DETAILS & SCHEDULES Yes

A-401 INTERIOR ELEVATIONS Yes

A-402 INTERIOR ELEVATIONS Yes

CIVIL

C-100 UTILITY AND EROSION AND SEDIMENT CONTROL PLAN Yes

C-101 UTILITY & EROSION AND SEDIMENT CONTROL DETAILS Yes

LANDSCAPE

L-100 EXISTING CONDITIONS PLAN Yes

L-101 DEMOLITION PLAN Yes

L-201 MATERIALS AND LAYOUT PLAN Yes

L-301 GRADING PLAN Yes

L-401 PLANTING PLAN Yes

L-501 DETAILS Yes

L-502 DETAILS Yes

L-503 DETAILS Yes

SCALE: 1" = 40'-0"1 OVERALL SITE PLAN

SOUTH CREEK PARK - POOLHOUSE

1525 SOUTH CREEK ROAD

DERBY, NY 14047

PROJECT NO. 220968-02

TOWN OF EVANS

ISSUE FOR BID

8/21/2026

LOCATION MAP

NOT TO SCALE

PREPARED BY:

180 CHARLOTTE STREET

ROCHESTER, NY 14607

(585) 334-1310

PROJECT TEAM:

MEP

TRI-R MECHANICAL

MIKE GRANT

STRUCTURAL

PRESTON ENGINEERING

RYAN PRESTON

LANDSCAPE ARCHITECTURE

FISHER ASSOCIATES

JAMES FRUECHTL

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-001

COVER SHEET

220968-02

08/21/2026

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CONSTRUCTION DOCUMENT

ISSUE FOR BID

EPF 247584 (THOMPSON-SOUTH CREEK POOL HOUSE PROJECT)

PLUMBING CLEARANCES AND HEIGHTS - 604 & 606

PROJECT CODE INFORMATION

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE CODES OR STATUS

WHETHER OR NOT SPECIFICALLY REFERENCED IN THE CONSTRUCTION DOCUMENTS

2025 BUILDING CODE OF NEW YORK STATE

(2024 IBC AMENDED)

2025 FIRE CODE OF NEW YORK STATE

(2024 IFC AMENDED)

2025 PLUMBING CODE OF NEW YORK STATE

(2024 IPC AMENDED)

2025 MECHANICAL CODE OF NEW YORK STATE

(2024 IMC AMENDED)

2025 FUEL GAS CODE OF NEW YORK STATE

(2024 IFGC AMENDED)

2025 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE

(2024 IECC AMENDED)

PROJECT DESCRIPTION

ON THE SITE OF THE EXISTING TO BE DEMOLISHED POOL HOUSE AT SOUTH CREEK ROAD PARK, THIS PROJECT PROPOSES THE CONSTRUCTION OF A NEW POOL HOUSE TO SERVE THE

COMMUNITY. THE NEW BUILDING IS 1,270 SF OF INTERIOR SPACE, SPLIT BY A BREEZE WAY

ENTRANCE TO THE EXISTING POOL, UNDER ONE ROOF WITH DORMERS. THE BUILDING IS SETBACK

APPROXIMATELY 65' FROM THE CENTERLINE OF SOUTH CREEK ROAD. THE BREEZEWAY ENTRANCE

DIVIDES THE BUILDING'S TWO DISTINCT USES: STAFF AND RESTROOM. THE 460 SF STAFF SPACE

HOLDS THE FRONT DESK, CONCESSIONS, STORAGE, STAFF LOCKERS, AND A KITCHENETTE. THE

800 SF SPACE INCLUDES MEN'S AND WOMEN'S BATHROOMS WITH SHOWERS, A FAMILY

RESTROOM, AND A STORAGE CLOSET. BOTH RESTROOMS UTILIZE A VESTIBULE FOR PRIVACY.

BUILDING CONSTRUCTION:

- CMU EXTERIOR STRUCTURAL WALLS CLAD WITH WOOD EXTERIOR FINISH

- INTERIOR WOOD STUD WALLS

- WOOD SCISSOR TRUSS ROOF AND DORMERS

2023 NATIONAL ELECTRICAL CODE (NFPA 70) WITH NEW YORK STATE UNIFORM FIRE

PREVENTION AND BUILDING CODE AMENDMENTS (OR NYC ELECTRICAL CODE WHERE

APPLICABLE)

PUBLIC/COMMERCIAL POOL DESIGN, OPERATION, AND MAINTENANCE COMPLY WITH with 10 NYCRR Subpart 6-1 of the New York State Sanitary Code.

POOL BARRIER, GATES, AND SELF-LATCHING MECHANISMS COMPLY WITH 10 NYCRP SECTION

6-1.16 AND UNIFORM CODE OF NYS

WATER TREATMENT, FILTRATION, AND CHEMICAL FEED SYSTEMS COMPLY WITH 10NYCRR

SECTION 6-1.11 AND 6-1.12

BATHHOUSE, SHOWERS, AND TOILETS COMPLY WITH 10 NYCRR SECTION 6-1.15

UNDERWATER AND DECK LIGHTING/ELECTRICAL INSTALLATIONS COMPLY WITH 10 NYCRR

SECTION 6-1.17 AND THE CURRENT LOCAL ELECTRICAL/BUILDING CODE

SWING DOOR CLEARANCES - 404.2

FRONT APPROACH - PULL SIDE

FRONT APPROACH - PUSH SIDE

HINGE APPROACH - PULL SIDE

HINGE APPROACH - PULL SIDE

LATCH APPROACH - PULL SIDE

LATCH APPROACH - PUSH SIDE

HINGE APPROACH - PULL SIDE

OFFICE / LOUNGE

392 SQ. FEET 27

EXIT

' T

RA

VE

L D

IS

TA

NC

E

TO

E

XI

T

OCCUPANCY GROUP

SECTION BC 304. GROUP B UN CONCENTRATED

CONSTRUCTION TYPE

NON-COMBUSTIBLE TYPE IIIA

OCCUPANCY LOAD

UN-CONCENTRATED GROUP B - RECREATIONAL (LOUNGE / OFFICE)

FACTOR: 15 SQ. FEET NET PER PERSON

392 SQ. FEET / 15 = 26.13

TOTAL OCCUPANCY LOAD = 27

EGRESS ANALYSIS

SECTION 1006.2 SINGLE LOUNGE/ OFFICE

TOTAL OCCUPANCY 27 LESS THAN 49

1 EXIT REQUIRED - 1 EXIT PROVIDED

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-002

CODE & ZONING

COMPLIANCE

220968-02

08/21/2026

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CONSTRUCTION DOCUMENT

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-004

ARCHITECTURAL NOTES

& SPECIFICATIONS

220968-02

08/21/2026

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DRAWN BY:

1 2 3 4 5

A

B

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PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-004.1

ARCHITECTURAL NOTES

& SPECIFICATIONS

220968-02

08/21/2026

TF

ISSUE FOR BID

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C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-004.2

ARCHITECTURAL NOTES

& SPECIFICATIONS

220968-02

08/21/2026

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WALL TYPE NOTES

1.

2.

3.

4.

FOR WALL FINISH, SEE FINISH SCHEDULE AND MATERIAL LEGEND

RATED PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE

OF STRUCTURE ABOVE. PARTITIONS SHALL BE TIGHT FITTING AROUND

ALL STRUCTURAL SHAPES AND PENETRATIONS. ALL PERIMETERS SHALL BE

CAULKED WITH ACOUSTIC SEALANT. PROVIDE FIRE STOPPING.

DIFFERING PARTITION TYPES ARE TO BE ALIGNED SO THAT THE FINISH

SURFACES ARE FLUSH AND CONTINUE UNBROKEN IN ROOM, UNLESS

OTHERWISE NOTED.

PROVIDE BACKING PLATES AS REQUIRED AT ALL STUDS SUPPORTING

EQUIPMENT AND FIXTURES SHOWN ON THE PLAN AND INTERIOR

ELEVATIONS, SUCH AS GRAB BARS, HANDRAILS, ACCESSORIES,

CASEWORK, SHELVING, LIGHT FIXTURES, PLUMBING, ETC.

5. THE EXTERIOR FINISH SHOULD COME UP TO THE UNDERSIDE

OF THE RAFTER, (TYP.).

6.

7.

ALL GYPSUM BOARD MUST BE A GLASS-MAT MOLD AND MOISTURE

RESISTANT.

THE BOTTOM TRACK OF WOOD STUD WALLS MUST BE PRESSURE TREATED

WHERE THEY CONTACT THE CONCRETE SLAB, AND A CAPILLARY BREAK

(SILL SEALER) MUST BE UTILIZED TO PREVENT MOISTURE WICKING FROM THE

FOUNDATION

SUB-FLOOR

WALL BASE (SEE FINISH SCHEDULE)

5/8" GYPSUM BOARD

WOOD RUNNER STUD

Type

F41

Stud Size NotesStud Spacing

3 1/2" --16" O.C.

Rating

NR

Thickness

4 1/8"

Ty p

Ty p

ACOUSTICAL JOINT SEALANT

WOOD STUDS

STC

F61 5 1/2" --16" O.C. NR6 1/8" --

INTERIOR NON RATED FURRING PARTITION

SUB-FLOOR

WALL BASE (SEE FINISH SCHEDULE)

5/8" TYPE X GYPSUM BOARD

WOOD RUNNER STUD

Type

W42

Stud Size NotesStud Spacing

3 1/2" --16" O.C.

Rating

NR

Thickness

4 3/4"

Ty p

Ty p

ACOUSTICAL JOINT SEALANT

WOOD STUDS

STC

W62 5 1/2" --16" O.C. NR6 3/4" 32

SUB-FLOOR

WALL BASE (SEE FINISH SCHEDULE)

5/8" TYPE X GYPSUM BOARD

WOOD RUNNER STUD

Type Stud Size NotesStud Spacing RatingThickness

Ty p

Ty p

ACOUSTICAL JOINT SEALANT

WOOD STUDS

STC

W42 3 1/2" --16" O.C. 1 HR4 3/4" 32

W62 5 1/2" --16" O.C. 1 HR6 3/4" 32

INSULATION

INTERIOR NON RATED PARTITION

INTERIOR RATED PARTITION - UL U305

CONCRETE SUB-FLOOR

WALL BASE (SEE SCHEDULE)

GROUT CORES AND VERTICAL

REINFORCEMENT PER STRUCTURAL

DRAWINGS.

CMU W HORIZONTAL REINFORCEMENT

EVERY OTHER COURSE

SEALANT AND BACKER ROD

Ty p

Type

C80

Block Size Notes

7 5/8" --

Rating

2 HR

STC

CMU W HORIZONTAL REINFORCEMENT

LAYER OF CRUSTED STONE

RIGID INSULATION (R-5)

WITH PROTECTION BOARD

VAPOR BARRIER

Type

FCA 3

Joist Size NotesTruss Spacing

Rating

Thickness

STC

NON-WOVEN GEO-FABRIC

CONCRETE SLAB ON GRADE

FLOOR ASSEMBLY @ CONCRETE SLAB ON GRADE

COMPACTED STRUCTURAL FILL

STRUCTURAL

EXTERIOR CMU

M

IN

FINISH GRADE

PER CIVIL

CMU FOUNDATION

FLUID-APPLIED WEATHER

RESISTANT BARRIER (WRB)

DIRECTLY OVER THE CMU

WITH VERTICAL FURRING

STRIPS MECHANICALLY

FASTENED INTO THE

MASONRY TO PROVIDE

AN ATTACHMENT

SUBSTRATE FOR THE

HARDIE BOARD

CLADDING- SEE

ELEVATIONS

PRE-ENGINEERED, PRE-FABRICATED

SCISSOR TRUSS @ 24" O.C.

15/32" PLYWOOD SHEATHING

5/8" GYPSUM BOARD TYPE C

Type

RCA 1

Truss Size NotesTruss Spacing

18" --24" O.C.

Rating

1 HR

Thickness

VARIES

1/2" RESILIENT CHANNELS @ MAX 12" O.C.

ROOF-CEILING ASSEMBLY - UL P522

ROOF

12" INSULATION (R-38)

V A

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1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-006

PARTITION, ROOF

& FLOOR TYPES

220968-02

08/21/2026

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CONSTRUCTION DOCUMENT

ISSUE FOR BID

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

STANDING SEAM METAL

NOTE: PROVIDE CONTINUOUS ROOF INTAKE VENTS AND RIDGE EXHAUST VENTS TO

ACHIEVE A MINIMUM NET FREE VENTILATING AREA (NFVA) AS REQUIRED BY CODE.

COORDINATE VENT LOCATIONS TO ENSURE CONTINUOUS CROSS-VENTILATION OF THE

ENTIRE ROOF CAVITY. PROVIDE VENT SCREENS AND BAFFLES AS REQUIRED.

FULLY ADHERED HIGH TEMP

SELF-ADHERING UNDERLAYMENT

CONTINUOUS CLASS I

VAPOR BARRIER - TAPE

AND SEAL SEAMS,

PENETRATIONS, AND

PERIMETER EDGES

-INSTALL PER

MANUFACTURER

8. PROVIDE AND INSTALL CONTINUOUS SHEET METAL

FLASHING, SILL PANS, AND WEATHER-RESISTANT

TAPES IN STRICT ACCORDANCE WITH THE CURRENT

EDITION OF THE SMACNA ARCHITECTURAL SHEET METAL MANUAL

AND WINDOW/DOOR MANUFACTURER'S INSTALLATION

INSTRUCTIONS. CONTRACTOR SHALL ENSURE PROPER

INTEGRATION WITH WEATHER BARRIER FOR A COMPLETE

WATERTIGHT ASSEMBLY.

DOOR TYPES

DOUBLE DOOR

A

SINGLE DOOR

WINDOW TYPES

A

FIXED WINDOW

WITH GRILLE

B

SINGLE HUNG WINDOW

WITH GRILLE

C

AWNING WINDOW

D

SLIDING WINDOW

E

SLIDING WINDOW

31/4" (83)

31 / 4" (8 3)

31/4" (83)

1/4" (6)

111/16" (43)

111 / 16

(4 3)

31/8" (79)

31 / 8" (7 9)

1 / 4" (6

111 / 16

(4 3)

1 / 4" (6

31 / 8" (7 9)

Jamb

Sill Fixed

Fixed

Head Fixed

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

Rough Opening Unit Dimension

Unobstructed Glass

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

31/4" (83)

31 / 4" (8 3)

31/4" (83)

111 / 16

(4 3)

111/16" (43)

11 / 16

(2

7) 111 / 16

(4 3)

31 / 8" (7 9)

1 / 4" (6

1/4" (6)

31/8" (79)

1 / 4" (6

31 / 8" (7 9)

Head Operating & Stationary

Sill Operating

Jamb Operating Above Check Rail

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

Rough Opening Unit Dimension

Unobstructed Glass

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

31/4" (83)

31 / 4" (8 3)

31/4" (83)

31 / 8" (7 9)

1 / 4" (6

1/4" (6)

31/8" (79)

17 / 16

(3 6)

1 / 4" (6

31 / 8" (7 9)

17 / 16

(3 6)

17/16" (36)

Head Operating

Jamb Operating

Sill Operating

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

Rough Opening Unit Dimension

Unobstructed Glass

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

31/4" (83)

31/4" (83)

31 / 4" (8 3)

31 / 4" (8 3)

31/4" (83)

31/4" (83)

11 / 16

(2 7)

111 / 16

(4 3)

111 / 16

(4 3)

111/16" (43)

111/16" (43)

111 / 16

(4 3)

111 / 16

(4 3)

1/4"

(6) 31/8"

(79)

11/16"

(27) 1/4"

(6)31/8" (79)

31 / 8" (7 9)

1 / 4" (6

31 / 8" (7 9)

1 / 4" (6

11 / 16

(2 7)

1 / 4" (6

31 / 8" (7 9)

1 / 4" (6

31 / 8" (7 9)

Head Operating

Jamb Operating

Jamb

Sill Operating

Sill Operating Stationary Side

Head Operating Stationary Side

Operating Stationary Side

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

Rough Opening Unit Dimension

Unobstructed Glass

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

Ro ug h O pe nin g

Un it D im en sio n

Un ob str uc ted Gla ss

Rough Opening Unit Dimension

Unobstructed Glass

DOOR SCHEDULE

Door Frame Fire

Rating

Hardware

Comments Mark Type

Size Material Finish Material Finish Head Jamb Sill Set #

From

Room #Width Height Thickness

01 A 3' - 0" 7' - 0" 0' - 1 3/4" HOLLOW METAL PAINT HOLLOW METAL PAINT H1 J1 S1 NR 1-1

02 A 3' - 0" 7' - 0" 0' - 1 3/4" HOLLOW METAL PAINT HOLLOW METAL PAINT H1 J1 S1 NR 1-2

03 A 3' - 0" 7' - 0" 0' - 1 3/4" HOLLOW METAL PAINT HOLLOW METAL PAINT H1 J1 S1 NR 1-3

04 A 3' - 0" 7' - 0" 0' - 1 3/4" HOLLOW METAL PAINT HOLLOW METAL PAINT H1 J1 S1 NR 1-4

06 B 5' - 0" 7' - 0" 0' - 1 3/4" HOLLOW METAL PAINT HOLLOW METAL PAINT H1 J1 S1 NR 1-6

07 A 3' - 0" 7' - 0" 0' - 1 3/4" HOLLOW METAL PAINT HOLLOW METAL PAINT H1 J1 S1 NR 1-7

WINDOW SCHEDULE

Type

Mark

Size Type Material Finish

Detail Glazing Head

Height Comments

Width Height Head Jamb Sill Type

A 2' - 6" 3' - 0" PICTURE FIBREX SANDTONE 1 1 1 DOUBLE PANE LOW-E 15' - 2" ANDERSEN - 100 SERIES OR EQUAL

B 3' - 0" 4' - 0" SINGLE HUNG FIBREX DARK BRONZE 2 2 2 DOUBLE PANE LOW-E 7' - 6" ANDERSEN - 100 SERIES OR EQUAL

C 3' - 0" 2' - 0" AWNING FIBREX DARK BRONZE 3 3 3 DOUBLE PANE LOW-E 9' - 8" ANDERSEN - 100 SERIES OR EQUAL

D 4' - 6" 4' - 0" GLIDING FIBREX DARK BRONZE 4 4 4 DOUBLE PANE LOW-E 7' - 6" ANDERSEN - 100 SERIES OR EQUAL

E 6' - 0" 4' - 0" GLIDING FIBREX DARK BRONZE 4 4 4 DOUBLE PANE LOW-E 7' - 6" ANDERSEN - 100 SERIES OR EQUAL

1 2 3 4

· ALL ACCESSIBLE HARDWARE TO COMPLY WITH

ICC A117.1 SECTION 404.2.7, ALL OPERABLE

PARTS OF THE DOOR HARDWARE MUST BE

OPERABLE WITH ONE HAND AND MUST NOT

REQUIRE TIGHT GRASPING, PINCHING, OR

TWISTING OF THE WRIST

· EXTERIOR DOOR THRESHOLD CANNOT EXCEED

A MAXIMUM HEIGHT OF1

2 INCH TO PERMIT

WHEELCHAIR TRAVERSAL

· ALL HOLLOW METAL DOORS SHOULD BE

GALVANIZED OR FRP

DOOR SCHEDULE NOTES

NOT USED

SEE SCHEDULE NOTES

SEE SCHEDULE NOTES

SEE SCHEDULE NOTES

SEE SCHEDULE NOTES

SEE SCHEDULE NOTES

SEE SCHEDULE NOTES

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-007

DOOR & WINDOW

SCHEDULES

220968-02

08/21/2026

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CONSTRUCTION DOCUMENT

ISSUE FOR BID

GENERAL NOTE:

PROVIDE AND INSTALL CONTINUOUS SHEET METAL

FLASHING, SILL PANS, AND WEATHER-RESISTANT

TAPES IN STRICT ACCORDANCE WITH THE CURRENT

EDITION OF THE SMACNA ARCHITECTURAL SHEET METAL MANUAL

AND WINDOW/DOOR MANUFACTURER'S INSTALLATION

INSTRUCTIONS. CONTRACTOR SHALL ENSURE PROPER

INTEGRATION WITH WEATHER BARRIER FOR A COMPLETE

WATERTIGHT ASSEMBLY.

(3) 2 x 8 HEADER

(RE: STRUCTURAL)

A-201

R

EF

A-201

A-201

A-201

A-301

19' - 1 1/2" 6' - 10 1/2" 32' - 11 1/2"

5' - 9" 18' - 2" 9' - 0 1/2"

CL

10' - 8"

CL

9' - 7 1/2"

CL

9' - 6"

C L

392 SF

OFFICE / LOUNGE

1-1

69 SF

FAMILY RR

1-3

B

E

CL

6"

CLCL

8' - 4"

CLCL

8' - 4"

CLCL

8' - 4"

CLCL

8' - 4"

CLCL

8' - 4"

CLCL

8' - 4"

CL

8' - 10"

C L

C L

C L

C L

C L

C L

C L

C L 6

CL

7' - 0"

A-302

A-302

DC L

STORAGE

1-6

300 SF

MEN'S RESTROOM

1-4

310 SF

WOMEN'S RESTROOM

1-2

A-301

MECH.

1-7

D

L5 x 5 x 3/8 LINTEL

RE: STRUCTURAL

L5 x 5 x 3/8 LINTEL

RE: STRUCTURAL

(3) 2 x 8 HEADER

(RE: STRUCTURAL)

W8 x 24 HEADER

RE: STRUCTURAL

SEE ELEVATIONS FOR ABOVE WINDOW TAGS

A-402

A-402

A-401

A-4012 A-401 6

3 2

8 10

E-2

P-10

C-4

C-3

F-1

F-5

F-6

P-7

P-4

P-6

A-2

P-2

P-3

P-1C-1

P-5

A-3

A-4

A-1 F-1

P-8

P-10

F-2

F-3

C-2

F-4 E-1

P-9

P-6

P-6

P-6

1-5

R

EF

392 SF

OFFICE / LOUNGE

1-1

69 SF

FAMILY RR

1-3

300 SF

MEN'S RESTROOM

1-4

310 SF

WOMEN'S RESTROOM

1-2

SCALE: 1/4" = 1'-0"1 FIRST FLOOR CONSTRUCTION PLAN

SCALE: 1/4" = 1'-0"2 FINISH PLAN

N

FIXTURES AND EQUIPMENT SCHEDULE

Mark Description Finish Manufacturer

A-1 STANDARD TOILET PARTITION BOBRICK OR EQ

A-2 ADA TOILET PARTITION BOBRICK OR EQ

A-3 SHOWER PARTITION BOBRICK OR EQ

A-4 ADA SHOWER PARTITION BOBRICK OR EQ

C-1 BATHROOM COUNTER - DOUBLE SINK OPENINGS

C-2 CONCESSIONS COUNTER OVER CABINETS

C-3 OFFICE KITCHENETTE L-SHAPED COUNTER

C-4 WALL MOUNTED FRONT DESK

E-1 REFRIDGERATOR GE OR EQ

E-2 OUTDOOR VENDING MACHINE

F-1 LOCKER ROOM BENCHES

F-2 TASK CHAIR AT FRONT DESK

F-3 TABLE WITH 4 CHAIRS

F-4 18" DEEP CLOSET SHELVES

F-5 18" WIDE STORAGE LOCKER

F-6 18" WIDE EXTERIOR STORAGE LOCKER

L-1 EXTERIOR WALL SCONES WAC OR EQ

L-2 4" TRIMMED RECESSED DOWNLIGHT

P-1 BATHROOM SINK AMERICAN STANDARD OR EQ

P-2 WALL MOUNTED TOILET AMERICAN STANDARD OR EQ

P-3 WALL MOUNTED URINAL AMERICAN STANDARD OR EQ

P-4 WALL MOUNT SHOWER FAUCET KOHLER OR EQ

P-5 ADA WALL MOUNTED HAND SINK AMERICAN STANDARD OR EQ

P-6 INTERIOR FLOOR DRAIN KOHLER OR EQ

P-7 EXTERIOR WALL MOUNT SHOWER FAUCET KOHLER OR EQ

P-8 EXTERIOR FLOOR DRAIN KOHLER OR EQ

P-9 KITCHENETTE SINK AMERICAN STANDARD OR EQ

P-10 OUTDOOR WALL MOUNTED WATER FOUNTAINS

ROOM FINISH SCHEDULE

Room

Number Room Name Area Floor Finish Base Finish Wall Finish Ceiling Finish

1-1 OFFICE / LOUNGE 392 SF 6" RUBBER WALL BASE PAINT WHITE PAINT

1-2 WOMEN'S RESTROOM 310 SF

BRUSHED, SLIP-RESISTANT

CONCRETE

6" RUBBER WALL BASE PAINT WHITE PAINT

1-3 FAMILY RR 69 SF

BRUSHED, SLIP-RESISTANT

CONCRETE

6" RUBBER WALL BASE PAINT WHITE PAINT

1-4 MEN'S RESTROOM 300 SF

BRUSHED, SLIP-RESISTANT

CONCRETE

6" RUBBER WALL BASE PAINT WHITE PAINT

1-5 FAMILY RR SHOWER 7 SF

BRUSHED, SLIP-RESISTANT

CONCRETE

6" RUBBER WALL BASE PAINT WHITE PAINT

1-6 STORAGE 13 SF CARPET 6" RUBBER WALL BASE WHITE PAINT WHITE PAINT

1-7 MECH. 48 SF

BRUSHED, SLIP-RESISTANT

CONCRETE

6" RUBBER WALL BASE WHITE PAINT WHITE PAINT

FIXTURES AND EQUIPMENT SCHEDULE NOTES

· SHWERS INSIDE THE BATHHOUSE ARE IDENTIFIED AS CLEANSING

SHOWERS AND MUST DELIVER 1.5 GALLONS PER MINUTE OF 90

TO 110 DEGREE WATER

· THERMOSTATIC MIXING VALVES (ASSE 1070 COMPLIANT) IS

SPECIFIED TO PREVENT SCALDING

· THE FLOORS MUST BE SLIP RESISTANT WITH ROUNDED COVE

BASE AND MUST SLOPE A QUARTER INCH PER FOOT TOWARDS

THE DRAINS

· ALL DRAINS SHOULD SLOPE A MAX OF 2 PERCENT AS

PERMITTED BY ADA

· THE PCNYS REQUIRES THAT ALL WATER SUPPLIES TO SWIMMING

POOLS AND ASSOCIATED SPECIALTY PLUMBING FIXTURES BE

RIGOROUSLY PROTECTED AGAINST BACK FLOW AND BACK

SIPHONAGE TO PREVENT THE CONTAMINATION OF MUNICIPAL

PORTABLE WATER SUPPLY WITH CHEMICALLY TREATED POOL

WATER

BRUSHED, SLIP-RESISTANT

CONCRETE

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-101

FIRST FLOOR

CONSTRUCTION PLAN

220968-02

08/21/2026

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A-201

A-201

A-201

A-201

A-301

6' - 0 3/4" 6' - 0" 8' - 0" 6' - 0" 8' - 0" 6' - 0" 8' - 0" 6' - 0" 6' - 0 3/4"

60' - 1 1/2"

A-301

2x6 RAFTER AT 16" O.C.

2x8 DORMER RIDGE

(2) 2x8 RIDGE AND

VALLEY BEAMS

(2) 2x6 HEADER AT

DORMER WINDOW, TYP.

PRE-ENG., PRE-FAB SCISSOR

TRUSSES AT 24" O.C.

GIRDER TRUSS

8"

'-0

8"

'-0

8"

'-0

3"

'-0

3" / 1'-0"

A-402

A-402

A-401 A-4012

A-401 6

3 2

A-201

A-201

A-201

A-201

A-301

A-301

5' - 2 1/4" 7' - 9" 6' - 3" 7' - 9" 6' - 3" 7' - 9" 6' - 3" 7' - 9" 5' - 2 1/4"

60' - 1 1/2"

8"

'-0

8"

'-0

8"

'-0

4" / 1'-0"

8" / 1'-0" 8" / 1'-0"

8" / 1'-0" 8" / 1'-0"

A-402

A-402

A-401 A-4012

A-401 6

3 2

SCALE: 1/4" = 1'-0"1 ROOF DORMERS CONSTRUCTION PLAN

SCALE: 1/4" = 1'-0"2 ROOF CONSTRUCTION PLAN

N

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-102

ROOF CONSTRUCTION

PLAN

220968-02

08/21/2026

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CONSTRUCTION DOCUMENT

ISSUE FOR BID

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

A-301

CL

1' - 6"

CLCL

3' - 1"

CLCL

4' - 2"

CL

2' - 6"

CL

1' - 7"

CLCL

4' - 2"

2' - 0 3/8" 1' - 11 7/8"

C L

CL

1' - 0 1/2"

C L

CL

1' - 1"

C L

A-301

4"

'-0

4"

'-0

4"

'-0

4"

'-0

4"

'-0

3"

'-0

3" / 1'-0"

10' - 0"

7' - 6"

7' - 6"

SCALE: 1/4" = 1'-0"1 REFLECTED CEILING PLAN

N

REFLECTED CEILING PLAN NOTES

ALL RECESSED LIGHT FIXTURES AND

LUMINARIES LOCATED IN FIRE-RATED

CEILING ASSEMBLIES SHALL BE

PROVIDED WITH CODE-APPROVED,

FIRE-RATED ENCLOSURE COVERS (OR

LIGHT CAPS) MAINTAINING THE

IDENTICAL HOURLY FIRE-RESISTANCE

RATING OF THE CEILING/FLOOR OR

CEILING/ROOF ASSEMBLY.

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-103

FIRST FLOOR REFLECTED

CEILING PLAN

220968-02

08/21/2026

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01 - LEVEL 1

0' - 0"

8" HARDIE PLANK V-GROOVE -

PRIMED FOR PAINT

5" HARDIE PLANK LAP SIDING -

NAVAJO BEIGE OR PRIMED

FOR PAINT SIMILAR

A A A A

B

CCCCCC

01 - LEVEL 1

0' - 0"

8" HARDIE PLANK V-GROOVE -

PRIMED FOR PAINT

5" HARDIE PLANK LAP SIDING -

NAVAJO BEIGE OR PRIMED

FOR PAINT SIMILAR

01 - LEVEL 1

0' - 0"

8" HARDIE PLANK V-GROOVE -

PRIMED FOR PAINT

5" HARDIE PLANK LAP SIDING -

NAVAJO BEIGE OR PRIMED

FOR PAINT SIMILAR

D

01 - LEVEL 1

0' - 0"

8" HARDIE PLANK V-GROOVE -

PRIMED FOR PAINT

5" HARDIE PLANK LAP SIDING -

NAVAJO BEIGE OR PRIMED

FOR PAINT SIMILAR

A A A A

E

CCC

CCC

SCALE: 1/4" = 1'-0"1 STREETSIDE ELEVATION

SCALE: 1/4" = 1'-0"2 BACK ELEVATION

SCALE: 1/4" = 1'-0"3 ENTRY ELEVATION

SCALE: 1/4" = 1'-0"4 POOLSIDE ELEVATION

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-201

OVERALL BUILDING

ELEVATIONS

220968-02

08/21/2026

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CONSTRUCTION DOCUMENT

ISSUE FOR BID

STANDING SEAM METAL ROOF

STANDING SEAM METAL ROOFSTANDING SEAM METAL ROOF

STANDING SEAM METAL ROOF

01 - LEVEL 1

0' - 0"

02 - ROOF

10' - 8"

PRE-ENGINEERED, PRE-FABRICATED

SCISSOR TRUSS @ 24" O.C.

TOP CHORD: 8/12 SLOPE

BOTTOM CHORD: 4/12 SLOPE

RE: STRUCTURAL

01 - LEVEL 1

0' - 0"

02 - ROOF

10' - 8"

SCALE: 1/2" = 1'-0"2 BUILDING SECTION

SCALE: 1/2" = 1'-0"1 BUILDING SECTION AT DORMER

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

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B

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PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-301

OVERALL

BUILDING SECTIONS

220968-02

08/21/2026

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W

IN

D O

W S

W

IN

D O

W S

1' - 6"

6" CMU WITH 2" RIGID INSULATION (R-11.4ci)

8" CMU WITH 2" RIGID INSULATION (R-11.4ci)

AND #5 VERT @ 24" O.C.

6" SLAB ON GRADE WITH 1" RIGID INSULATION (R-5)

CMU FOUNDATION WITH INSULATION (R-15)

AND #5 DOWELS @ 24" O.C.

(3) #5 DOWELS @ BOTTOM OF

12" x 24" CONCRETE FOOTER

M

IN

LA

P S

P

LI

C E

OPERABLE SINGLE-HUNG WINDOW

(0.45 MAX U-FACTOR)

L5" x 5" x 3/8" LINTEL

W

IN

D O

W S

1' - 6"

6" CMU WITH 2" RIGID INSULATION (R-11.4ci)

8" CMU WITH 2" RIGID INSULATION (R-11.4ci)

AND #5 VERT @ 24" O.C.

6" SLAB ON GRADE WITH 1" RIGID INSULATION (R-5)

CMU FOUNDATION WITH INSULATION (R-15)

AND #5 DOWELS @ 24" O.C.

PRE-ENGINEERED, PRE-FABRICATED

SCISSOR TRUSS @ 24" O.C.

WITH 12" INSULATION (R-38)

SIMPSON H2.5A TIE

(3) #5 DOWELS @ BOTTOM OF

12" x 24" CONCRETE FOOTER

M

IN

LA

P S

P

LI

C E

OPERABLE AWNING WINDOW

(0.45 MAX U-FACTOR)

SCALE: 3/4" = 1'-0"2 EXTERIOR WALL SECTION

SCALE: 3/4" = 1'-0"1 EXTERIOR WALL SECTION

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

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PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-302

WALL SECTIONS

220968-02

08/21/2026

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CONSTRUCTION DOCUMENT

ISSUE FOR BID

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

RE: STRUCTURAL

SCALE: 3/8" = 1'-0"1 ELIN_OFFICE SOUTH

SCALE: 3/8" = 1'-0"2 ELIN_OFFICE WEST

SCALE: 3/8" = 1'-0"3 ELIN_OFFICE NORTH

SCALE: 3/8" = 1'-0"4 ELIN_OFFICE EAST

SCALE: 3/8" = 1'-0"7 ELIN_FAMILY RR SOUTH

SCALE: 3/8" = 1'-0"8 ELIN_FAMILY RR WEST

SCALE: 3/8" = 1'-0"9 ELIN_FAMILY RR NORTH

SCALE: 3/8" = 1'-0"10 ELIN_FAMILY RR EAST

SCALE: 3/8" = 1'-0"5 ELIN_BREEZEWAY WEST

SCALE: 3/8" = 1'-0"6 ELIN_BREEZEWAY EAST

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-401

INTERIOR ELEVATIONS

220968-02

08/21/2026

TF

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SCALE: 3/8" = 1'-0"1 ELIN_WOMENS RR NORTH

SCALE: 3/8" = 1'-0"2 ELIN_WOMENS RR EAST

SCALE: 3/8" = 1'-0"4 ELIN_WOMENS RR SOUTH

SCALE: 3/8" = 1'-0"3 ELIN_WOMENS RR WEST

SCALE: 3/8" = 1'-0"5 ELIN_MENS RR SOUTH

SCALE: 3/8" = 1'-0"7 ELIN_MENS RR EAST

SCALE: 3/8" = 1'-0"8 ELIN_MENS RR NORTH

SCALE: 3/8" = 1'-0"6 ELIN_MENS RR WEST

A

B

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DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

A-402

INTERIOR ELEVATIONS

220968-02

08/21/2026

TF

ISSUE FOR BID

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2/04/2026

8/21/2026

CONSTRUCTION FENCE, TYP

CONTRACT LIMIT LINE, TYP

GALV. 8" OUTLET

INV 647

TIE INTO EXISTING CATCH BASIN

INV (W): 643.12 (10")

INV (NW): 643.12 (6")

INV (S): 641.87 (8")

CB 2.0

GRATE: 647.87

INV (E): 644.45 (10" OUT)

LF

OF 1

0"

HDPE

2.

0%

94 LF OF 6" PERF. HDPE

38 LF OF 6" HDPE @ 1.0%29 LF OF 6" PERF. HDPE

SILT FENCE (TYP.)

CONCRETE WASHOUT

STABILIZED CONSTRUCTION

ENTRANCE

LIMIT OF DISTURBANCE32 LF OF 6" HDPE @ 1.0%

UTILITIES AND EROSION AND SEDIMENT CONTROL LEGEND

KEY MATERIAL DETAIL

EXISTING CONTOUR

PROPOSED CONTOUR

LIMIT OF DISTURBANCE

CONTRACT LIMIT LINE

STORM LINE

UNDER DRAIN

CATCH BASIN

NORTH

0 10' 20'

Scale: 1" = 10'-0"

GENERAL SHEET NOTES - UTILITY AND E&S

1"=10'-0"

UTILITY AND EROSION AND SEDIMENT CONTROL PLANC100

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

C100

UTILITY AND EROSION

AND SEDIMENT

CONTROL PLAN

220968-02

02-06-2026

BID DOCUMENTS

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1. DRAINAGE PATTERNS SHALL NOT BE CHANGED BY THE CONTRACTOR WITHOUT THE EXPRESS CONSENT OF THE ENGINEER.

2. EROSION CONTROL, GRADING, UTILITY CONSTRUCTION AND ALL OTHER PROPOSED WORK SHALL BE RESTRICTED TO THE LIMITS OF THE SITE AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL ADD EROSION CONTROL MEASURES AS NECESSARY DURING CONSTRUCTION TO PREVENT SEDIMENT FROM BEING TRANSPORTED OUTSIDE THE LIMITS OF DISTURBANCE.

3. MAINTENANCE OF EROSION & SEDIMENT CONTROLS WILL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AS SPECIFIED ON THESE DRAWINGS. THE CONTRACTOR SHALL DESIGNATE A MEMBER OF HIS OR HER FIRM TO BE RESPONSIBLE TO MONITOR EROSION CONTROL, EROSION CONTROL MEASURES, TREE PROTECTION AND PRESERVATION THROUGHOUT CONSTRUCTION.

4. THE CONTRACTOR SHALL DETERMINE EXACT LOCATION AND ELEVATION OF UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. CONTRACTOR SHALL MAKE EXPLORATION

EXCAVATIONS TO LOCATE EXISTING UNDERGROUND FACILITIES AS NECESSARY.

5. ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 21 DAYS SHALL BE TEMPORARILY SEEDED WITH QUICK RYE GRASS AND MULCHED WITHIN 14 DAYS OF GRADING COMPLETION TO REDUCE EROSION. PROPERTY SHALL BE FINAL GRADED AND SEEDED (HYDROSEED OR SEED WITH STRAW MULCH) AS SOON AS POSSIBLE.

6. ALL SOIL STOCKPILES AND TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE ON ALL SIDES AND AT ALL TIMES WHEN STOCKPILES ARE NOT BEING WORKED.

7. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL STRICTLY ADHERE TO ALL REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY (GP-0-25-001), AND ALL OTHER FEDERAL, STATE, OR LOCAL ORDINANCES THAT MAY APPLY DURING

CONSTRUCTION OPERATION.

8. ANY EXISTING STRUCTURES OR PIPES SHOWN ON THE PLANS ARE ASSUMED TO BE PROTECTED AND TO REMAIN OR TO BE SALVAGED. IF ANY EXISTING STRUCTURES TO REMAIN OR TO BE SALVAGED ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO

EXISTING CONDITIONS OR BETTER.

9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE THAT THE CONNECTION AT THE STRUCTURE IS WATERTIGHT.

10. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH THE PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RINGS AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE FLUSH

WITH FINISHED GRADE. ALL LIDS SHALL BE LABELED “STORM SEWER”.

11. ALL EXISTING UTILITY STRUCTURES, COVERS, OR GRATES LOCATED IN AREAS TO BE REGRADED OR REPAVED SHALL BE ADJUSTED TO NEW GRADES.

12. CONTRACTOR SHALL DISPOSE OF ANY UNSUITABLE MATERIAL OFF SITE TO A LOCATION WITH ALL APPROPRIATE APPROVALS, INCLUDING BUT NOT LIMITED TO HAVING A CURRENT SPDES PERMIT.

THE CONTRACTOR SHALL MAINTAIN PROOF OF THE APPROPRIATE PERMITS.

13. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPE AND ALL UTILITIES PRIOR TO CONSTRUCTION WITH A LICENSED

SURVEYOR.

14. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. THE CONTRACTOR SHALL NOTIFY THE OWNER'S INSPECTOR TO ALLOW FOR INSPECTION BEFORE

BACKFILL IS PLACED.

15. ALL EARTHWORK, INCLUDING EXCAVATION AND BACKFILL OPERATIONS, SHALL BE PERFORMED IN THE DRY. PROVISIONS SHALL BE MADE TO REMOVE INFILTRATING GROUNDWATER, PERCHED WATER, AND SURFACE RUNOFF WHICH DISCHARGE TO EARTHWORK EXCAVATIONS AND BACKFILL AREAS. DESIGN, CONSTRUCTION AND MAINTENANCE OF WATER CONTROL MEASURES DURING EARTHWORK, EXCAVATION, AND BACKFILL PROCEDURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROPER DRAINAGE MEASURES SHALL BE PLANNED PRIOR TO STARTING

EARTHWORK AND EXCAVATIONS.

KEY MATERIAL DETAIL

SILT FENCE

CONCRETE WASHOUT

STABILIZED CONSTRUCTION

ENTRANCE

INLET PROTECTION

CONSTRUCTION FENCE

STATE OF NEW YORK

L IC ENS ED PROFESSIONAL

REENIGNE1 01 2 9 6

ATH A N .W JONESNOJ

GROUND LEVEL

8'-0" MIN.

8'- 0"

M

IN

NOTES:

1. CONTRACTOR TO DETERMINE LOCATION OF CONCRETE WASHOUT AREA WITHIN EACH STAGE OF CONSTRUCTION.

2. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON THE SITE.

3. VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT.

4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF

THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.

5. EXCAVATED MATERIAL SHALL BE UTILIZED IN PERIMETER BERM CONSTRUCTION.

6. THE CONCRETE WASHOUT AREA SHALL BE SIZED APPROPRIATELY: ESTIMATE 7 GAL OF WATER PER CHUTE AND 50 GAL PER HOPPER (PUMP TRUCK).

7. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.

MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE CAPACITY HAS BEEN FILLED.

8. WHEN REMOVING CONCRETE FROM THE WASHOUT AREA, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED AT AN APPROVED WASTE SITE.

9. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZE IN ACCORDANCE

WITH THE SWPPP PREPARED FOR THE PROJECT.

10. INSPECT DAILY.

3:1 MAX,

TYP.

BERM

BERM

BE

RM

PLAN SECTION

" M

IN

12" MIN.

8'-0" MIN.

BERM: COMPACTED

EXCAVATION

MATERIAL

2'- 0"

M

IN

BE

RM

3:1 MAX,TYP.

NOTES:

1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS AS DIRECTED BY THE PROJECT REPRESENTATIVE.

2. A 30' WASH AREA SHALL BE PROVIDED CENTERED ON LOW POINT OF DRIVEWAY SAG VERTICAL CURVE. ADDITIONAL GRADING MAY BE REQUIRED TO PROVIDE

WASHING AREA. WASHING SHALL BE PERFORMED AS NEEDED TO PREVENT TRACKING SEDIMENT ONTO LOCAL ROADWAYS.

3. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH FLOWS. ALTERNATE WAYS OF TRANSPORTING DITCH DRAINAGE

ACROSS CONSTRUCTION ENTRANCES MAY BE PROPOSED BY CONTRACTOR FOR APPROVAL BY THE PROJECT REPRESENTATIVE.

4. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT OF 0.50' OF #3 CRUSHED STONE ENTRANCE MATERIAL UP TO THE

EDGE OF PAVEMENT.

5. THE CONTRACTOR SHALL RESTORE LAWN AND ROADWAY SHOULDER TO ORIGINAL CONDITION AT NO ADDITIONAL EXPENSE TO THE OWNER.

6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT PREVENTS THE TRACKING OF SEDIMENT ONTO THE CAMPUS ROADWAYS. THIS CAN BE DONE BY

PROVIDING TOP DRESSING OF ADDITIONAL AGGREGATE.

7. ALL SEDIMENT SPILLED, DROPPED, OR WASHED ONTO PRIVATE OR PUBLIC ROADWAYS SHOULD BE REMOVED IMMEDIATELY.

E.O.P.

E.O.S.

SKEWED

ANGLE

' M

IN

SKEWED WIDTH,

SEE TABLE

SKEWED ENTRANCE LAYOUT WIDTHS

ENTRANCE TYPE

SKEW ANGLE (DEGREES)

60 75 90 105 120

ONE-WAY 14.0 12.5 12.0 12.5 14.0

TWO-WAY 28.0 25.0 24.0 25.0 28.0

PLAN

DRAINAGE PIPE,

SEE NOTES

BOTTOM OF DITCH

12" MIN DRAIN PIPE AS REQUIRED. SEE

NOTES

GRADE TO DRAIN2 MAX.

6" MIN. CRUSHED STONE OR GRAVEL

SEPARATION FABRIC, TYPE 1

FILL MEETING THE REQUIREMENTS OF

EMBANKMENT MATERIAL

WIDTH, SEE PLANS

SECTION

EXISTING GRADE BEYOND

PROFILE

25' MIN. SEE NOTES

2'-0" TRANSITION E.O.S. E.O.P.

FILL MEETING THE REQUIREMENTS OF

EMBANKMENT MATERIAL

12" MIN DRAIN PIPE AS REQUIRED. SEE

NOTES

ORIGINAL GRADE

GEOTEXTILE UNDERCUT, TYPE 1

GRADE AS NECESSARY TO PROVIDE

SMOOTH SAG VERTICAL CURVE ALONG

CONSTRUCTION ENTRANCE. SEE NOTES.

HARDWOOD FENCE STAKE

1'- 6"

M

AX

1'- 6"

M

AX

3'- 0"

M

IN

FABRIC

" M

IN

INLET

2X4 WOOD FRAME

NOTES:

1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS.

2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT

STAKE.

3. STAKE MATERIALS WILL BE STANDARD 2" x 4" HARDOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET.

4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE

BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.

5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES

AND FRAME.

6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY.

7. MAXIMUM DRAINAGE AREA 1 ACRE

2X4 WOOD FRAME

GATHER EXCESS MATERIAL AT CORNERS

DROP INLET WITH GRATE

INSTALLATION PERSPECTIVE INSTALLATION PERSPECTIVE

SECTION

NOTES:

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POST WITH WIRE TIES OR STAPLES.

2. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"

AT TOP AND MID SECTION.

3. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER, OVERLAP BY 6" AND FOLD.

4. PERFORM MAINTENANCE AS NEEDED AND REMOVE SILT WHEN BULGES DEVELOP IN THE SILT FENCE.

2" HARDWOOD FENCE POST @ 8'-0" O.C.

WOVEN WIRE FENCE (MIN. 14-1/2" GAUGE WITH

6" MESH SPACING) WITH FABRIC OVER

FILTER FABRIC: MIRAFI 100X ENVIROFENCE OR

APPROVED EQUAL

COMPACTED SOIL. BURY BOTTOM 12"

OF FABRIC.

1' -8

" M

IN

1'

-4 " M

IN

6"

6"

GRADE

SEDIMENT BUILDUP

N.T.S.

CONCRETE WASHOUTA2 N.T.S.

CONSTRUCTION ENTRANCEA4N.T.S.

FILTER FABRIC DROP INLET PROTECTIONA1

N.T.S.

SILT FENCEC5

FLOW

FLOW

FL

OW RADIUS NOT LESS

THAN 1/2 MH ID

SHAPE NEW

CHANNEL

UNDISTURBED

GROUND

MI

N.6"

UNDISTURBED

GROUND

30° BEND WHEN

WYE IS USED

VERT. DROP

SAME SIZE AS

THE SEWER

ENTERING THE

MH, 8" MIN.

90° ELBOW

BRICK INVERT, ASTM C32

GRADE SS

NEW SEWER TO

BE CONNECTED

NOTES:

1. NOTIFY ECDSM A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION

FOR INSPECTION OF CONNECTION.

2. NEW OPENINGS FOR PIPE MAY BE CORED OR DRILLED. IMPACT DEVICES

ARE NOT ALLOWED FOR CREATING OPENINGS IN EXISTING MANHOLES OR

CHAMBERS. CORED OPENINGS IN MANHOLE RISER SECTIONS SHALL BE

NOT LESS THAN 6-INCHES FROM A RISER JOINT.

3. STUB AT MANHOLE SHALL NOT EXCEED 100 DEGREES ALIGNMENT

ENTERING AGAINST THE EXISTING UPSTREAM SEWER.

4. PROVIDE A PIPE JOINT WITHIN 4-FEET MAXIMUM OF THE OUTSIDE FACE

OF MANHOLE FOR REINFORCED CONCRETE OR DUCTILE IRON PIPE.

5. CONSTRUCT THE CROWN OF NEW SEWER NOT LOWER THAN THE CROWN

OF THE EXISTING MAIN SEWER. CONSTRUCT THE INVERT OF THE NEW

SEWER 3-INCHES MINIMUM ABOVE THE EXISTING MAIN SEWER INVERT.

6. CONSTRUCT TOP OF NEW BENCH TO SPRINGLINE OF NEW SEWER PIPE.

7. COAT ALL DISTURBED SURFACES OF THE MANHOLE WITH 2 COATS OF

DURALKOTE 500 EPOXY OR APPROVED EQUAL FOR INTERIOR OF BASE

AND 2 COATS OF BITUMASTIC FOR ALL EXTERIOR SURFACES.

PROVIDE WATERTIGHT

CONNECTION. FILL CORE

VOID WITH EPOXY MORTAR,

SIKADUR 33 BY SIKA, OR

FLEXOLITH GEL BY TAMMS.

NO SLEEVE REQUIRED

BRACE AND PROTECT THE

EXISTING MANHOLE TO

PREVENT SHIFTING OR

DAMAGE TO THE MANHOLE.

EXISTING

INVERT

CHANNEL

EXISTING STORM, OR

COMBINED MANHOLE.

MANHOLE MAY BE

ROUND OR SQUARE

PRECAST OR

CAST-IN-PLACE

CENTERLINE OF MH

BRICK OR PVC CAP

TO 1/2 ID

CORED OPENING. PROVIDE

WATERTIGHT CONNECTION. FILL

CORE VOID WITH EPOXY MORTAR,

SIKADUR 33 BY SIKA, OR FLEXOLITH

GEL BY TAMMS

CUT OUT EXISTING

BENCH AND INVERT AS

NECESSARY. PROVIDE

NEW BRICK INVERT AND

CONCRETE BENCH.

SHAPE AS SHOWN IN

THE PLAN VIEW. SLOPE

ALL SURFACES TO

DRAIN.

" D

IM

. A

WHERE DIM. "A" IS EQUAL TO OR GREATER THAN 2' FOR

SANITARY SEWERS, OR EQUAL TO OR GREATER THAN 5' FOR

STORM SEWERS

NEW SEWER CONNECTION.

SPECIAL NOTE:

STORM SEWERS SHALL NOT BE CONNECTED TO

SANITARY SEWERS, AND SANITARY SEWERS

SHALL NOT BE CONNECTED TO STORM

SEWERS.

PIPE

BEDDING

MI

N.6"

4,000 PSI CONC. BENCH.

SLOPE TOP OF BENCH @

1/2" /FT. MIN. TO DRAIN

A

A

6" MIN. FORMED

CONCRETE

ENCASEMENT OF

DROP, 3,000 PSI

PAVEMENT PER TYPICAL

SECTION AND PER PLAN

WHERE REQUIRED

SUBBASE TYPE 2

(CRUSHER RUN STONE)

TO BE TAMPED IN 6"

LIFTS

DE

PT

H

VA

RI

ES

(S

EE

U

TI

LIT

Y

PL

AN

NEW SEWER

PIPE

COMMON EARTH BACKFILL WITH

NO AGGREGATE LARGER THAN

4" IN SIZE TO BE TAMPED IN 12"

LIFTS

UNDISTURBED EARTH

6"

O.D.

6"

WITHIN PAVED AREAS OUTSIDE PAVED AREAS

O.D.

CONTRACTOR TO SUPPORT EARTH

EXCAVATION TO PROVIDE SAFE

EXCAVATION PER STATE AND

FEDERAL STANDARDS

12"12"

4" TOPSOIL & SEEDING IN LAWN

AREAS

CLEAN STONE

BEDDING

N.T.S.

TYPICAL STORM TRENCH DETAILC4

N.T.S.

CONNECTION TO EXISTING MANHOLE DETAILB2

DRAINAGE FILL

DE

PT

H

VA

RI

ES

(S

EE

D

RA

IN

AG

E

PL

AN

PERFORATED HDPE

(SEE PLAN FOR DIA.)

CRUSHED STONE OR RUN OF

BANK GRAVEL BACKFILL

UNDISTURBED EARTH

4"

O.D.

4"

O.D.

CONTRACTOR TO SUPPORT EARTH

EXCAVATION TO PROVIDE SAFE

EXCAVATION PER STATE AND

FEDERAL STANDARDS

4"4"

GEOTEXTILE SEPARATION

(MIRAFI 150N OR

APPROVED EQUAL)

1' OVERLAP

N.T.S.

UNDERDRAIN DETAILD1

SEE FRAME & GRATE DETAIL

A A

4000 PSI PRECAST OR

CAST-IN-PLACE CONCRETE WITH #4

@ 12 EACH WAY IN WALLS & SLAB.

6" THICK WALLS PROVIDE SELECT GRANULAR BACKFILL

ADJACENT TO WALLS OF CATCH BASIN

TO LIMITS OF EXCAVATION

2'

MI

N.

6"

8" M

IN

2'

SQ

UA

RE

PAVEMENT

OUTLINE OF FRAME AND

GRATE

OUTLET PIPE

CATCH BASIN TRAP

6" STONE BEDDING

LEVELING COURSE TO

LIMITS OF EXCAVATION

COAT EXTERIOR OF CATCH BASIN

WITH 2 COATS OF BITUMINOUS

COATING.

1.

NOTES:

FLOW

FL

OW

FILL VOID WITH EPOXY MORTAR,

SIKADUR 33 BY SIKA, OR FLEXOLITH

GEL BY TAMMS

INLET

PIPE

2 COURSE MAX. BRICK, ASTM C32, GRADE SS,

OR CONCRETE ADJUSTING RINGS

N.T.S.

CATCH BASIN DETAILB1

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

C101

UTILITY & EROSION AND

SEDIMENT CONTROL

DETAILS

220968-02

08-21-2026

JJ

BID DOCUMENTS

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A G

B

E D C

F

5031 SECTION

N.T.S.

CATCH BASIN FRAMES AND GRATESD2

EAST JORDAN IRON WORKS MODEL V-5624030 (FOR 24" C.B.) AND MODEL (FOR

VALLEY GUTTER GRATE)

FRAMES AND GRATES

CATALOG

NUMBER A - GRATE SIZE B - GRATE

THICKNESS

C - CLEAR

OPENING

D - FRAME

OPENING E - FRAME SIZE

F -

FRAME

HEIGHT

G - GRATE

OPENINGS

V-5624 25 3 4x 25 3 4 1 12 24 x 24 26 x 26 31 12 x 31 12 4 1 14 x 7 14

5031 22 X 17 1 3 4 36 x 36 22 14 X 17 14 25 X 29 5 14 13

A G

B

E D C

F

V-5624 SECTION

STATE OF NEW YORK

L IC ENSED PRO FESS IONAL

REENIGNE1 01 2 9 6

ATH A N .W JONESNOJ

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L100

EXISTING CONDITIONS

PLAN

220968-02

08-21-2026

JF

BID DOCUMENTS

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MDS

NORTH

0 10' 20'

Scale: 1" = 10'-0"1"=10'-0"

EXISTING CONDITIONS PLANL100

GG

BULDING TO BE

REMOVED. SEE

A-SERIES DRAWINGS

REMOVE BOULDER AND

SALVAGE FOR RE-USE

SHED STRUCTURE TO BE

REMOVED. REFER TO

A-SERIES DRAWINGS.

EXISTING CLAY TILE

CULVERT TO REMAIN

AND BE PROTECTED

CONSTRUCTION FENCE, TYP

CONTRACT LIMIT LINE, TYP

REMOVE 18" CMP

CAP AND

ABANDON 4" PVC

EXISTING SIGN TO BE

RELOCATED. SEE

LAYOUT PLAN

SAWCUT PAVEMENT AT

NEAREST CONTROL JOINT

INLET TO BE REMOVED. REFER

TO CIVIL DRAWINGS

REMOVE FENCE AND INSTALL CORNER

POST TO TIE IN WITH NEW FENCE

ASPHALT AREA TO REMAIN AFTER

CONSTRUCTION (SEE NOTE)

SAWCUT ASPHALT, TYP.

(SEE NOTE)

DEMOLITION LEGEND

KEY MATERIAL

STRUCTURES TO BE REMOVED

ASPHALT PAVEMENT TO BE REMOVED

CONCRETE TO BE REMOVED

VEGETATION TO BE REMOVED

TREE PROTECTION FENCE

CURB TO BE REMOVED

FENCES TO BE REMOVED

SAWCUT PAVEMENT

TREE TO BE REMOVED

CONTRACT LIMIT LINE

CONSTRUCTION FENCE

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T W H O A L T E R S T H I S

DOCUMENT IS REQUIRED BY LAW TO

A F F I X H I S O R H E R S E A L A N D T H E

NOTATION "ALTERED BY" FOLLOWED BY

HIS OR HER SIGNATURE AND A SPECIFIC

D E S C R I P T I O N O F A L T E R A T I O N S .

NOTICE:

REVISIONS

REV# DATE DESC

L101

DEMOLITION PLAN

220968-02

02-06-2026

JF

BID DOCUMENTS

TO

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VA

NS

, N

Y

EV

AN

S, N

Y

SO

UT

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RK

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MDS

NORTH

GENERAL SHEET NOTES - DEMO

1. CONTRACTOR SHLL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND

UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO DEMOLITION.

2. SEE PLANS FOR PROPOSED INTENDED LOCATION FOR THE PLACEMENT OF

STRIPPED AND STOCKPILED SOILS.

3. CLEARING AND DEMOLITION SHALL NOT PROCEED UNTIL EROSION CONTROL

MEASURES HAVE BEEN INSTALLED.

4. ALL REMOVED/DEMOLISHED MATERIAL INCLUDING SIGNS AND FENCES SHALL

BECOME CONTRACTORS PROPERTY AND REMOVED FROM SITE, UNLESS NOTED

OTHERWISE.

5. ALL TREE STUMPS ARE TO BE REMOVED COMPLETELY, ALONG WITH ALL ROOTS 6"

AND LARGER.

6. ALL EXISTING LAWN AREAS WITHIN THE AREA OF DISTURBANCE TO BE STRIPPED

AND STOCKPILES FOR REUSED ON-SITE.

7. CONTRACTOR TO TAKE SPECIAL CARE TO PROTECT ASPHALT DURING

CONSTRUCTION. PHOTO DOCUMENT CONDITION PRIOR TO AND AFTER

CONSTRUCTION. ANY DAMAGE TO BE REPAIRED BY CONTRACTOR AT THEIR OWN

EXPENSE.

8. ASPHALT SAWCUT ALIGNMENT TO BE APPROVED IN THE FIELD BY OWNER PRIOR TO

SAWCUTTING.

0 10' 20'

Scale: 1" = 10'-0"1"=10'-0"

DEMOLITION PLANL101

B2 L501

ADA PAVEMENT MARKINGS

A5 L501

MEDIUM DUTY CONCRETE

(COLORED AND EXPOSED AGGREGATE)

A2 L501

ALTERNATE 2:

LIMESTONE DUST PATHWAY

B2 L502

ORNAMENTAL FENCE

C5 L501

CONCRETE VALLEY

CURB

8.0 0'

12.00' 19.00'

9.0 0'

+/-6.25'

A3 L501

ALTERNATE 1:

QUARRY BLOCK SEAT

WALL, TYP.

B5 L501

PIN AT BUILDING

THRESHOLD

4.0

0'

.54

14.00'

3.0 9'

12.75'

4.00'

22.00' 22.00'

R15.00'R1 5.0

0'

R14.00'

R2 0.0

0'

R2 5.0

0'

R1 8.0

0'

R5.00'

B1 L501

PARKING SIGNS,

TYP

D4 L501

QUARRY BLOCK SEAT WALL

EXISTING SOLAR PANEL ARRAY

A1 L501

GRAVEL PAVING

PERGOLA. SEE

A-SERIES DRAWINGS

PICNIC TABLES,TYP.

SEE LEGEND

BENCHES,TYP.

SEE LEGEND

CHARCOAL GRILL,TYP.

SEE SPECIFICATIONS

5.00'

+/-15.75'

61.00'

R5.0 0'

CONSTRUCTION FENCE, TYP

CONTRACT LIMIT LINE, TYP

N 985956.191 E 1046033.669

N 985911.762 E 1046072.403

.25

5.00'

5.0 0'

EDGE OF EXISTING PAVEMENT

RELOCATED SIGN,

MATCH FOOTER

N 986034.105 E 1046033.516

N 986025.320 E 1046023.424

19.00'

SIGN

TYPE B

C3 L502

CHAIN LINK FENCE

WALKWAYS TO BE

CENTERED ON DOOR

C3 L502

CHAINLINK FENCE

CONNECT TO

EXISTING FENCE

SPACE CONTROL

JOINTS EQUALLY

CONNECT TO

EXISTING FENCE

POB

6.7 0'

79.00'

N 985964.493 E 1046052.257

N 986064.316 E 1046014.105

ALIGN SIDEWALK WITH

EDGE OF BUILDING

D1 L501

GRAVEL MULCH

DRIP STRIP,TYP. R3.0

0' R3.00'R3.0 0'

B3 L502

ORNAMENTAL

PICKET GATE

R3.0 0'

+/- 5.33' +/- 5.33' +/- 5.33' +/- 5.33' +/- 5.33' +/- 5.33'

4.0 0'

5.0 0'

4.0 0'

7.5 0'

MATCH EXISTING SCORE PATTERN

THROUGHOUT NEW CONCRETE,

EXPANSION JOINTS ALONG BUILDING FACE

AND AS SPACED PER NOTES. SUPPLY

SHOP DRAWINGS FOR APPROVAL.

R16.00'

CL

CL

12.00'

CURB STOPS, TYP.

SEE LEGEND

N 985954.316 E 1045887.726

N 985930.487 E 1045860.349

N 986010.656 E 1046026.946

N 985995.595 E 1046028.220 R18.00'

R23.50'

R17.

50'

3.0 0'

R1 6.0

0'

SIGN

TYPE A

SIGN

TYPE A

SIGN

TYPE C

SIGN

TYPE C

SIGN

TYPE D

A5 L501

MEDIUM DUTY CONCRETE,TYP.

7.00'

.75

.75

5.00'

18.50' 18.00'

7.50'

TYP.1.00'

TYP.

CL

R16.25'

ALIGN

ALIGN

BIKE RACK

(SEE SPECS)

1.75'

TYP.

C5 L501

CONCRETE VALLEY

CURB

.50

6.0

0'

+/-13.00'

MATERIALS LEGEND

KEY MATERIAL

MEDIUM DUTY CONCRETE

COLORED (TAN) & EXPOSED AGGREGATE (RANGE OF GRAYS)

MEDIUM DUTY CONCRETE

SEAL & STRIPE ASPHALT PAVEMENT

ASPHALT PAVEMENT

LIMESTONE DUST PATHWAY

GRAVEL MULCH DRIP STRIP

ENGINEERED WOOD FIBER MULCH

ALTERNATE 4:

BENCHES (DUMOR 537-61I - OR APPROVED EQUAL)

ALTERNATE 4:

TABLES & CHAIRS (DUMOR 535-60 - OR APPROVED EQUAL)

CHARCOAL GRILL

ALTERNATE 1:

NATIVE LIMESTONE BOULDER (RECTANGULAR - 24"x24"x48")

EXPANSION JOINT

A

B

C

D

DATE:

CHECKED:

DRAWN BY:

1 2 3 4 5

A

B

C

D

PROJECT#:

1 2 3 4 5

COPYRIGHT C 2026

FISHER ASSOCIATES, P.E., L.S., L.A., D.P.C.

IT IS A VIOLATION OF LAW FOR ANY

PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A LICENSED LANDSCAPE

ARCHITECT TO ALTER ANY ITEM ON THIS

D O C U M E N T…