STATEAPPROVED - Randall Park Bathroom Renovation - Combined Bid Set_reduced.pdf

RANDALL PARK

RESTROOM

RANDALL PARK

RANDALL

MIDDLE

SCHOOL

RANDALL ST

HUNTINGTON ST

C H

U R

C H

S T

CORTLAND

I-81

N

UNAUTHORIZED ALTERATION OR ADDITION TO THIS

DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW. COPYRIGHT © 2026

ALL RIGHTS RESERVED SARATOGA ASSOCIATES

SARATOGA ASSOCIATES PROJECT #

Plot Date:

REVISIONS

300' 600' 900' 1200'

Graphic Scale: 1 inch = 300 feet

SITE LOCATION MAP

PROJECT LOCATION MAP

DRAWING LIST

PHASE:

DATE:

CHECKED BY:

DRAWN BY:

89 123467 5

B

D

E

F

G

H

C

A

C:\Users\amartini\Documents\Randall Park Bathroom Renovation_amartini62BWC.rvt 5/22/2026 10:09:58 PM

G100COVER SHEET

2025-116.10

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RANDALL PARK RESTROOM

RENOVATION AND PAVILION PROJECT

35 HUNTINGTON ST, CORTLAND, NY 13045

BID SET

RDD

BID SET

5/22/26

ACM

RENOVATION AND

PAVILION PROJECT

DRAWING LIST - ARCHITECTURAL

Sheet Number Sheet Name

A001 LIFE SAFETY PLAN

A100 FIRST FLOOR PLAN & RCP

A101 ROOF PLAN

A200 BUILDING ELEVATIONS

A201 BUILDING ELEVATIONS

A300 BUILDING SECTIONS

A400 ENLARGED PLANS

A500 WALL SECTIONS

A600 DETAILS

A700 INTERIOR ELEVATIONS & FINISH

SCHEDULES

A701 INTERIOR ELEVATIONS

A800 DOOR AND WINDOW SCHEDULES

A801 WALL TYPES

DRAWING LIST - LANDSCAPE

Sheet Number Sheet Name

L100 EXISTING CONDITIONS PLAN

L200 DEMOLITION PLAN

L300 LAYOUT PLAN

L400 GRADING AND DRAINAGE PLAN

L500 PLANTING & SEEDING PLAN

L600 SITE DETAILS

L601 SITE DETAILS

DRAWING LIST - STRUCTURAL

Sheet Number Sheet Name

S001 GENERAL STRUCTURAL NOTES

S100 FOUNDATION PLAN

S101 LEVEL 1 FRAMING PLAN

S102 ROOF FRAMING PLAN

S300 CONCRETE & CMU DETAILS

S500 CFS DETAILS

S600 TIMBER DETAILS

DRAWING LIST - PLUMBING

Sheet Number Sheet Name

P101 PLUMBING FLOOR PLAN

P201 PLUBING DETAILS AND ISOMETRICS

DRAWING LIST - ELECTRICAL

Sheet Number Sheet Name

E001 ELECTRICAL SITE PLAN

E101 ELECTRICAL FLOOR PLANS,

SCHEDULES, AND LEGEND

DRAWING LIST - GENERAL

Sheet Number Sheet Name

G100 COVER SHEET

G101 GENERAL INFORMATION

DRAWING LIST - HVAC

Sheet Number Sheet Name

H101 HVAC FLOOR PLAN

RANDALL PARK

DRAWING LIST - DEMOLITION

Sheet Number Sheet Name

D100 DEMOLITION PLANS

OWNER ARCHITECT / LANDSCAPE

ARCHITECT / CIVIL ENGINEER

STRUCTURAL ENGINEER MECHANICAL/ PLUMBING/ ELECTRICAL/

FIRE PROTECTION ENGINEERS

CITY OF CORTLAND

25 COURT ST

CORTLAND, NY 13045

(607) 753-3021

PROJECT MANAGER: ANDREA PIEDIGROSSI

SARATOGA ASSOCIATES

21 CONGRESS STREET, SUITE 201

SARATOGA SPRINGS, NY 12866

(518) 587-2550

PROJECT MANAGER: ALISON YOVINE

HERRMANN ENGINEERING

464 MAIN ST

ONEONTA, NY 13820

(607) 267-4258

APD ENGINEERING & ARCHITECTURE, PLLC

615 FISHERS RUN

VICTOR, NY 14564

(585) 742-2222

NO DATE DESCRIPTION DRAWN

EPF #240025

N

Room name

1i

View Name 1/8" = 1'-0"

DOOR TAG

ROOM TAG

WALL TAG

NORTH ARROW

CENTERLINE

BUILDING SECTION

EXTERIOR ELEVATION

VIEW TITLE

LEVEL/ ELEVATION TAG

(RELATIVE TO PROJECT DATUM)

8' - 1"

BREAK LINE

NEW CONSTRUCTION LINE TYPE

(LINE WEIGHT VARIES, SHEET DEPENDENT)

WALL ABOVE, WALL BELOW OR DEMOLISHED LINE TYPE

(LINE WEIGHT VARIES, SHEET DEPENDENT)

A600 DETAIL CALLOUT

A200

DRAWING LEGEND

5' - 0" DIMENSION. WALL DIMENSIONS ARE TO FACE OF

STUD, UNLESS OTHERWISE NOTED. DIMENSIONS

LABELED AS CLEAR ARE TO THE OUTERMOST EDGE

OF INDICATED CONSTRUCTION.

INTERIOR ELEVATION

A700

A300

WALL SECTION/ SECTION DETAIL

A300

DETAIL NO.

SHEET NO.

1t WINDOW TAG

1 REVISION

ABBREVIATIONS

ACT ACOUSTIC CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

ARGWB ABUSE RESISTANT GYPSUM WALL BOARD

B.O. BOTTOM OF

BLDG BUILDING

CFS COLD-FORMED STEEL

CH CEILING HEIGHT

CI CONTRACTOR INSTALLED

CIP CAST IN PLACE

CL CENTER LINE

CLG CEILING

CLR CLEAR

CJ CONTROL JOINT

CM CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CWB COMPOSITE WOOD DECKING

DBL DOUBLE

DEMO DEMO

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM, DIMS DIMENSIONS

DN DOWN

DR DOOR

DTL DETAIL

DWG, DWGS DRAWING(S)

EA EACH

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ELECT ELECTRICAL

ELEV ELEVATION

ENG, ENG'D ENGINEER, ENGINEERED

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE M-CLASS

EQ EQUAL

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIXT FIXTURE

FF FINISH FACE OF FINISH FLOOR

FG FIBERGLASS

FLR FLOOR

FO FACE OF

FRP FIBER REINFORCED PLASTIC PANELS

FTG FOOTING

GA GAUGE

GB GRAB BAR

GC GENERAL CONTRACTOR

GALV GALVANIZED

GFRC GLASS FIBER REINFORCED CONCRETE

GSB GLAZED STRUCTURAL BLOCK

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HOLLOW CORE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

ID INSIDE DIAMETER

ILO IN LIEU OF

INSUL INSULATION

INT INTERIOR

IRGWB IMPACT RESISTANT GYPSUM WALL BOARD

LA LANDSCAPE ARCHITECTURE

LVL LAMINATED VENEER LUMBER

LVT LUXURY VINYL TILE

MAT'L, MATL MATERIAL

MAX MAXIMUM

MECH. MECHANICAL

MDF MEDIUM DENSITY FIBER BOARD

MEP MECHANICAL (HVAC), ELECTRICAL, AND PLUMBING

MIN MINIMUM

MIRR, MR MIRROR

MANUF, MRF MANUFACTURER

MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD

MTD MOUNTED

MTL METAL

MO MASONRY OPENING

N/A, NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OI OWNER INSTALLED

OP OWNER PROVIDED

OPNG OPENING

OPP OPPOSITE OF

OZ OUNCE

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PREP PREPARE

PT/ P.T. PRESSURE TREATED

PNT PAINT/ PAINTED

PTD PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCED/ REINFORCING

REQ'D, REQD REQUIRED

RFG RECESSED FLOOR GRILLE

RM ROOM

R.O. ROUGH OPENING

SC SEALED CONCRETE

SD SMOKE DETECTOR

SECT SECTION

SF SQUARE FEET

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATIONS

SPK SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STN STAIN

STRUCT STRUCTURAL

STL STEEL

SV THIN STONE VENEER

TEMP TEMPERED OR TEMPORARY

T/D TELEPHONE/ DATA

T&G TONGUE AND GROOVE

T.O. TOP OF

TPO THERMOPLASTIC POLYOLEFIN

TPD TOILET PAPER DISPENSER

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VIF VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VRN VARNISHED

W/, W/I, W/O WITH, WITHIN, WITHOUT

WC WATER CLOSET

WD WOOD

WR WASTE RECEPTACLE

WS WINDOW SHADES

WWF WELDED WIRE FABRIC

MATERIALS LEGEND

EXISTING

NEW CONSTRUCTION

CONCRETE (SECTION)

BRICK (ELEVATION)

BRICK (SECTION)

SHINGLES (WOOD, SLATE, OR ASPHALT)

CMU (SECTION)

STEEL

FINISHED WOOD

CONTINUOUS WOOD MEMBER

CMU (ELEVATION)

PLYWOOD

RIGID OR SEMI RIGID INSULATION

BATT INSULATION

GWBCONCRETE (ELEVATION)

NON-CONTINUOUS WOOD MEMBER

EARTH

GRAVEL OR STONE FILL

GLASS/ GLAZING

UNAUTHORIZED ALTERATION OR ADDITION TO THIS

DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW. COPYRIGHT ©

2026 ALL RIGHTS RESERVED SARATOGA ASSOCIATES

SARATOGA ASSOCIATES PROJECT #

Plot Date:

REVISIONS

PHASE:

DATE:

CHECKED BY:

DRAWN BY:

89 123467 5

B

D

E

F

G

H

C

A

C:\Users\amartini\Documents\Randall Park Bathroom Renovation_amartini62BWC.rvt 5/22/2026 10:10:00 PM

G101GENERAL

INFORMATION

2025-116.10

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RDD

BID SET

5/22/26

ACM

RENOVATION AND

PAVILION PROJECT

DEMOLITION NOTES

1. DRAWINGS SHOW GENERAL SCOPE OF REMOVAL WORK. CONTRACTOR IS TO PROVIDE ALL WORK AS REQUIRED TO

ALLOW FOR INSTALLATION OF NEW WORK AS SHOWN ON DRAWINGS.

2. REMOVE DEBRIS FROM DEMOLITION AREA AS IT IS PRODUCED. LEGALLY DISPOSE OF MATERIALS OFF SITE.

REMOVE ALL EXISTING EXPOSED OR CONCEALED CONDUIT, WIRING INSTALLATION, WIRING DEVICES, ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, AND EQUIPMENT RENDERED OBSOLETE BY THE DEMOLITION OR ALTERATIONS.

3. WIRING RENDERED USELESS BY THE DEMOLITION SHALL BE REMOVED TO ITS POINT OF SUPPLY. CAP UTILITIES

RENDERED OBSOLETE.

RESTORE ANY EXISTING ELECTRICAL INSTALLATION DISTURBED DURING THE COURSE OF CONSTRUCTION AND NOT

INDICATED FOR REMOVAL.

SCOPE OF WORK SUMMARY:

THIS IS A GENERAL SCOPE OF WORK ONLY TO FACILITATE PROJECT UNDERSTANDING. THIS PROJECT INCLUDES, BUT NOT NECESSARILY LIMITED TO THE FOLLOWING SCOPE OF WORK AND ALL RELATED WORK TO ACCOMPLISH IT.

1. SELECTIVE DEMOLITION OF EXISTING BUILDING, INCLUDING INTERIOR WALLS, CONCRETE FLOOR, AND ALL

FIXTURES AND FINISHES.

2. EXCAVATION FOR AND INSTALLATION OF CONCRETE FOUNDATION UNDER PAVILION.

2. CONSTRUCTION OF NEW CONCRETE PAD, TIMBER PAVILION, AND RENOVATION OF EXISTING STRUCTURE.

3. GRADING AS REQUIRED FOR BUILDING CONSTRUCTION.

4. MODIFICATIONS OF CONNECTIONS TO EXISTING ON-SITE UTILITIES, INCLUDING BUT NOT LIMITED TO WATER

SUPPLY, SEWER, ELECTRICAL, AND COMMUNICATIONS AS REQUIRED.

GENERAL CONSTRUCTION NOTES

1. ALL WORK SHALL COMPLY WITH THE 2025 NEW YORK STATE UNIFORM CODE WHICH ADOPTS THE 2024 INTERNATIONAL BUILDING CODE, FIRE CODE AND ENERGY CONSERVATION CODE OF NEW YORK STATE, AS WELL AS ANY REFERENCED CODES WITHIN. ALL WORK MUST ALSO BE IN COMPLIANCE WITH THE STANDARDS

ESTABLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION, OSHA, AND ADA.

2. CONSTRUCTION DOCUMENTS FOR THIS WORK HAVE BEEN PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED ARCHITECTURAL AND ENGINEERING PRACTICES TO MEET MINIMUM REQUIREMENTS OF THE LATEST

EDITION OF THE BUILDING CODE OF NEW YORK STATE.

3. IN THE EVENT OF CONFLICT BETWEEN PERTINENT CODES, REGULATIONS, AND REFERENCED STANDARDS OF

THESE DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT PROVISIONS SHALL GOVERN.

4. EACH PRIME CONTRACTOR SHALL RIGIDLY ADHERE TO ALL LAWS, CODES, AND ORDINANCES, WHICH APPLY TO

THE WORK.

5. EACH PRIME CONTRACTOR SHALL NOTIFY AND RECEIVE WRITTEN CLARIFICATION FROM THE DIRECTOR'S REPRESENTATIVE OF ANY VARIATIONS BETWEEN CONTRACT DOCUMENTS AND GOVERNING REGULATIONS.

6. A GENERAL BUILDING PERMIT WILL BE PROVIDED BY GENERAL CONTRACTOR AT NO CHARGE TO THE OWNER OR

UNLESS OTHERWISE AGREED TO IN WRITING WITH THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS (BUILDING, OCCUPANCY, ETC.) AND FEES FOR SAME, AS REQUIRED BY STATE AND LOCAL

RULES AND REGULATIONS.

7. THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN ACCORDANCE WITH THESE NOTES AND DRAWINGS, AND PERFORMING ALL OPERATIONS NECESSARY TO CONSTRUCT AND INSTALL IN A COMPLETE MANNER THE VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATIONS INDICATED IN THE CONTRACT DOCUMENTS AND IN CONFORMITY

WITH THE DIMENSIONS, DESIGN, AND DETAILS INDICATED IN THE CONTRACT DOCUMENTS.

8. EACH PRIME CONTRACTOR SHALL HOLD THE OWNER AND ARCHITECT HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK PERFORMED BY THE CONTRACTOR ON THE SITE. THIS INCLUDES (BUT IS NOT LIMITED TO) ALL MATERIALS, CONSTRUCTION METHODS, CRAFTSMANSHIP, CONFORMANCE, PROCEDURES, AND CONDITIONS

(INCLUDING SAFETY) OF ON-SITE WORK RELATING TO THE CONSTRUCTION DOCUMENTS.

9. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE BASIS FOR THE PROPER COMPLETION OF THE

PROJECT SUITABLE FOR THE INTENDED USE OF THE OWNER.

10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED

TO THE ARCHITECT IN WRITING, SO THAT THE PROPER REVISIONS CAN BE MADE.

11. CONTRACTOR TO NOTE THAT ANY DISCREPANCY FOUND BETWEEN DRAWINGS AND SPECIFICATIONS AND/OR ON

DRAWINGS OR SPECIFICATIONS MUST BE REPORTED TO THE DIRECTOR'S REPRESENTATIVE.

12. DEVIATIONS FROM THESE DRAWINGS WHICH ARE NOT PERFORMED WITH PROPER WRITTEN CONSENT FROM DIRECTOR'S REPRESENTATIVE ARE SOLELY AT THE RESPONSIBLE CONTRACTOR'S RISK AND THEY SHALL ACCEPT FULL LIABILITY. DEVIATIONS FROM THE APPROVED CONTRACT DOCUMENTS SHALL BE APPROVED BY THE

DIRECTOR'S REPRESENTATIVE PRIOR TO INSTALLATION OF THE ASSOCIATED WORK.

13. DO NOT SCALE DRAWINGS. USE DIMENSIONS AS INDICATED FOR ALL LOCATIONS.

14. ALL DIMENSIONS ARE FRAMING TO FRAMING OF LUMBER OR FACE TO FACE OF CONCRETE/ MASONRY UNLESS

OTHERWISE NOTED. WINDOWS ARE DIMENSIONED TO CENTERLINE OF UNIT.

15. THE WORDS "PROVIDE" OR "SUPPLY" SHALL INCLUDE BOTH FURNISHING AND INSTALLING THE SPECIFIED OR

DETAILED ITEM, IN PLACE AND READY FOR OPERATION AND USE.

16. "TYPICAL" OR "TYP." SHALL MEAN THAT THE CONDITION IS REPRESENTATIONAL FOR SIMILAR CONDITIONS

THROUGHOUT, UNLESS OTHERWISE NOTED (U.O.N.).

17. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE

WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS.

18. ALL MATERIALS USED TO BE SELECTED AND INSTALLED IN ACCORDANCE WITH STATE, FEDERAL, NATIONAL AND

LOCAL CODES AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION

PROCEDURES.

19. ALL MATERIALS SHALL BE AS SPECIFIED, OR EQUAL AS APPROVED BY DIRECTOR'S REPRESENTATIVE. MATERIALS SPECIFIED INDICATE QUALITY INTENT THAT WILL BE USED AS A BASIS FOR REVIEW OF PRODUCT SUBSTITUTES.

SEE GENERAL CONDITIONS.

20. ALL ITEMS, WHICH ARE NOT SPECIFICALLY REFERRED TO, ON THESE DRAWINGS ARE TO BE SELECTED BY THE DIRECTOR'S REPRESENTATIVE FROM THE MANUFACTURER'S SAMPLES SHOWING FULL RANGE OF TEXTURES AND

COLORS AVAILABLE.

21. ITEMS NOT EXPRESSLY SET FORTH, BUT WHICH ARE REASONABLY IMPLIED OR NECESSARY FOR THE PROPER

PERFORMANCE OF THIS WORK SHALL BE INCLUDED.

22. ALL MANUFACTURED MATERIALS, COMPONENTS, FASTENERS, ASSEMBLERS, ETC., SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROVISIONS OF APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIC MANUFACTURED PRODUCTS ARE CALLED FOR, GENERIC EQUALS THAT MEET

APPLICABLE STANDARDS AND SPECIFICATIONS MAY BE USED UNLESS OTHERWISE NOTED.

23. EACH PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS, BOTH EXISTING AND PROPOSED, AS SHOWN ON THE DRAWINGS AND VERIFICATION OF THE SITE CONDITIONS WHICH MAY AFFECT THE WORK DESCRIBED HEREIN. DISCREPANCIES, VARIANTS OR DEFECTS SHALL BE IMMEDIATELY REPORTED TO THE DIRECTOR'S REPRESENTATIVE (EXCEPT FOR PROVISIONAL SAFETY MEASURES, IF SUCH ARE NECESSARY), SHALL BE MADE SAFE AT THE CONTRACTORS TOTAL RESPONSIBILITY AND EXPENSE, INCLUDING THE COST OF RECTIFICATION, IF SUCH DEEMED NECESSARY BY THE DIRECTOR'S REPRESENTATIVE.

24. EACH PRIME CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES AND ADJACENT STRUCTURES FOR THE DURATION OF THE CONTRACT WORK AND SHALL REPAIR ANY DAMAGE RESULTING FROM WORK AT NO EXTRA COST OR CONTRACT TIME. THE CONTRACTOR SHALL DOCUMENT ON DRAWINGS, ANY AND ALL DAMAGE RESULTING FROM: THE REMOVALS OF EXISTING MATERIALS AND/OR INSTALLATION OF SALVAGED OR NEW MATERIAL. SUCH ITEMS SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE DIRECTOR'S

REPRESENTATIVE .

25. EACH PRIME CONTRACTOR SHALL PROVIDE PROTECTION OF ADJACENT PROPERTY INCLUDING ALL EXISTING SITE AND LANDSCAPING ELEMENTS. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF

WORK IN PROGRESS THROUGH COMPLETION.

26. GENERAL CONTRACTOR SHALL PROVIDE A BENCHMARK AT CENTER LINE OF STRUCTURAL FRAMING MEMBERS ON EVERY FLOOR LEVEL FROM SLAB ON GRADE TO THE TOP OF ROOF FRAMING. LAYOUT SHALL BE CONDUCTED

PRIOR TO ANY CONSTRUCTION.

27. EACH PRIME CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE

DIRECTOR'S REPRESENTATIVE.

28. EACH PRIME CONTRACTOR SHALL LAY OUT THEIR OWN WORK, AND PROVIDE ALL DIMENSIONS REQUIRED FOR

OTHER TRADES. (PLUMBING, ELECTRICAL, ETC.)

29. EACH PRIME CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE

CONSTRUCTION.

30. PRIOR TO STARTING WORK, SUBMIT FOR APPROVAL TO THE DIRECTOR'S REPRESENTATIVE A DETAILED SCHEDULE INDICATING ALL WORK THAT MIGHT AFFECT OWNER'S USE OF PROJECT SITE SUCH AS UTILITY SHUT

DOWNS, NOISE GENERATING CONSTRUCTION, ETC.

31. SCHEDULE AND COORDINATE ACTIVITIES WITH DIRECTOR'S REPRESENTATIVE. ALL ACTIVITIES MUST BE

ACCOMMODATED WITHIN THE CONTRACT TIME.

32. EACH PRIME CONTRACTOR SHALL COORDINATE WITH DIRECTOR'S REPRESENTATIVE ALL WORK PROCEDURES

AND ANY LOCATION OF POSSIBLE TEMPORARY UTILITIES BEFORE BEGINNING ANY WORK.

33. PERFORM WORK IN A MANNER, WHICH MINIMIZES NOISE. SCHEDULE OPERATIONS AS DIRECTED BY DIRECTOR'S

REPRESENTATIVE.

34. DO NOT INTERRUPT EXISTING UTILITY SERVICE WITHOUT AUTHORIZATION FROM DIRECTOR'S REPRESENTATIVE.

PROVIDE TEMPORARY SERVICE DURING INTERRUPTIONS.

35. EACH PRIME CONTRACTOR SHALL PROVIDE BARRICADES AROUND WORK AREAS AS REQUIRED TO PREVENT

UNAUTHORIZED PERSONS FROM ENTERING THEREIN.

36. EACH PRIME CONTRACTOR SHALL STORE MATERIALS IN AREAS DESIGNATED BY DIRECTOR'S REPRESENTATIVE.

DELIVERY OF MATERIALS SHALL BE AS DIRECTED BY DIRECTOR'S REPRESENTATIVE.

37. UPON EXECUTION OF THE CONTRACT WITH THE OWNER AND AFTER THE PRECONSTRUCTION MEETING, COMMENCE WORK AND PROCEED DILIGENTLY AND CONTINUOUSLY TO COMPLETION.

38. EACH PRIME CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY DEPENDING ON THE STATUS AND

LEVEL OF COMPLETION OF CONSTRUCTION.

39. EACH PRIME CONTRACTOR, FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AND ACCEPTANCE BY THE OWNER, SHALL ADJUST, REPAIR, OR REPLACE AT NO COST TO THE OWNER ANY ITEM OF EQUIPMENT, MATERIAL, OR WORKMANSHIP FOUND TO BE DEFECTIVE.

CONTRACTORS RESPONSIBILITIES

1. EACH PRIME CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES AND SPECIFICATIONS AND DETERMINE WHICH NOTES APPLY DIRECTLY TO THEIR RESPONSIBILITY AND WHICH NOTES

APPLY TO THEIR SUB-CONTRACTORS.

2. THE SUBMISSION OF A PROPOSAL BY EACH PRIME CONTRACTOR WILL BE CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF THE PREMISES AND SITE HAVE BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR HAS CHECKED AND VERIFIED ALL DIMENSIONS, QUANTITIES, WORK, AND MATERIALS INVOLVED AND THAT THEY SHALL TAKE RESPONSIBILITY FOR ANY DEFICIENCIES THEREIN.

3. EACH PRIME CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE DIRECTOR'S REPRESENTATIVE OFFICE FOR REVIEW AND APPROVAL. WORK IS NOT TO PROCEED UNTIL A SIGNED AUTHORIZATION IS RETURNED TO THE GENERAL CONTRACTOR UNLESS WORK INVOLVES AN IMMEDIATE OR IMMINENT SAFETY HAZARD. SEE GENERAL CONDITIONS AND SECTION 012600 CONTRACT MODIFICATION

PROCEDURES.

4. PROGRESS SCHEDULE MUST BE SUBMITTED IN ACCORDANCE WITH DIVISION 01 ADMINISTRATIVE REQUIREMENTS

(10 DAYS PRIOR TO PRE-CONSTRUCTION MEETING).

5. EACH PRIME CONTRACTOR SHALL KEEP THE DIRECTOR'S REPRESENTATIVE INFORMED OF THE PROGRESS OF

THEIR WORK.

6. CONSTRUCTION CONTRACTOR (ALSO KNOWN AS GENERAL CONTRACTOR) SHALL BE RESPONSIBLE FOR ALL SITE WORK AS WELL AS SITE UTILITY WORK OUTSIDE OF 5'-0" BUILDING PERIMETER (UNLESS OTHERWISE NOTED), INCLUDING BUT NOT LIMITED TO WATER DISTRIBUTION PIPING, SANITARY AND STORM SEWERS, UNDERGROUND

DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS.

7. MECHANICAL CONTRACTOR WORK INVOLVES THE INSTALLATION OF ALL ITEMS OF MECHANICAL (EXHAUST VENTILATION) WORK SHOWN IN THE CONTRACT DOCUMENTS (UNLESS OTHERWISE NOTED), REQUIRED FOR A COMPLETE AND CODE COMPLIANT SYSTEM. NO WORK OUTSIDE 5’-0” OF BUILDING(S) PERIMETER IS INCLUDED IN THE MECHANICAL CONTRACT. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR 120 VAC ELECTRICAL CONNECTIONS. MECHANICAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS AND

UTILITIES.

8. PLUMBING CONTRACTOR WORK INVOLVES THE INSTALLATION OF ALL ITEMS OF PLUMBING WORK SHOWN IN THE CONTRACT DOCUMENTS (UNLESS OTHERWISE NOTED), REQUIRED FOR A COMPLETE AND CODE COMPLIANT SYSTEM. NO WORK OUTSIDE 5’-0” OF BUILDING(S) PERIMETER IS INCLUDED IN THE PLUMBING CONTRACT EXCEPT AS OTHERWISE NOTED. PLUMBING CONTRACTOR IS RESPONSIBLE FOR CONNECTION AT THE TRANSITION POINT.

PLUMBING CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS AND UTILITIES.

9. ELECTRICAL CONTRACTOR WORK INVOLVES THE INSTALLATION OF ALL ITEMS OF ELECTRICAL WORK SHOWN IN THE CONTRACT DOCUMENTS (UNLESS OTHERWISE NOTED), REQUIRED FOR A COMPLETE AND CODE COMPLIANT SYSTEM. ELECTRICAL CONTRACTOR SHALL PROVIDE WEATHERHEAD WITH DRIP LOOP, INSULATORS, AND ASSOCIATED EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE OVERHEAD ELECTRICAL SERVICE CONDUCTORS BETWEEN WEATHERHEAD AND ELECTRIC UTILITY DISTRIBUTION WIRING ON THE SITE AND MAKE ALL NECESSARY CONNECTIONS. ELECTRICAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER

CONTRACTORS AND ELECTRIC UTILITY

10. ELECTRICAL INSPECTIONS, BY A NYS QUALIFIED ELECTRICAL INSPECTOR, SHALL BE PERFORMED FOR ALL ELECTRICAL WORK, INCLUDING WORK THAT IS TO BE CONCEALED. THE ELECTRICAL INSPECTOR SHALL BE ENGAGED BY THE OWNER OR THE OWNER’S AGENTS, AND NOT BY THE CONTRACTOR WHOSE WORK IS TO BE INSPECTED. ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE OWNER PRIOR TO COMMENCING INSPECTIONS. THE ELECTRICAL INSPECTOR IS TO SUBMIT DETAILED INSPECTION REPORTS SUBSEQUENT TO EACH INSPECTION AND A FINAL CERTIFICATE OF INSPECTION UPON COMPLETION OF CONSTRUCTION.

11. ALL WORK MATERIALS ARE TO BE ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT THE WORK CAN PROCEED AS

SCHEDULED.

12. ANY MATERIALS DELIVERED OR WORK PERFORMED CONTRARY TO THE DRAWINGS, SPECIFICATIONS AND APPROVED SHOP DRAWINGS SHALL BE REMOVED BY THE CONTRACTOR AT THEIR EXPENSE AND SHALL BE REPLACED WITH THE OTHER MATERIALS OR WORK SATISFACTORY TO THE DIRECTOR'S REPRESENTATIVE. THE CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING ADJACENT OR CONTINGENT WORK, WHICH MAY BE

DISTURBED BY THIS REPLACEMENT.

13. EACH PRIME CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR DAMAGES CAUSED BY THEIR SUB-CONTRACTORS AND SHALL HAVE A COMPETENT SUPERINTENDENT ON THE PREMISES AT ALL TIMES WHEN

WORK IS IN PROGRESS.

14. ANY DAMAGE TO NEW OR EXISTING BUILDING FABRIC NOT DESIGNATED FOR REPAIR OR OTHER APPROVED TREATMENT DURING CONSTRUCTION IS TO BE CORRECTED AT THE CONTRACTOR’S EXPENSE ONLY AFTER

THOROUGH EXAMINATION BY THE DIRECTOR'S REPRESENTATIVE.

15. EACH PRIME CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY WITHOUT COMPROMISING THE QUALITY OF THE WORK. ANY REPAIRS TO THE EXTERIOR SURFACES AND COMPONENTS MUST BE DISCUSSED WITH THE DIRECTOR'S

REPRESENTATIVE PRIOR TO EXECUTING THE WORK.

16. EACH PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND FOR CORRECT ALIGNMENT WITH ADJACENT MATERIALS AND SURFACES, ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE.

17. CONSTRUCTION LOADS SHALL NOT OVERLOAD STRUCTURE NOR SHALL BE IN EXCESS OF DESIGN LOADINGS

INDICATED HEREIN.

18. AT ALL TIMES EACH PRIME CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN AND PROTECT ALL EXISTING SYSTEMS FROM THE EFFECTS OF ADVERSE WEATHER (RAIN, SNOW, COLD, ETC.) WITHIN AREAS OF WORK UNDER

THIS CONTRACT AT NO ADDITIONAL CHARGE.

19. ALL LADDERS, AND SCAFFOLDING SHALL BE IN GOOD OPERATING CONDITION, AND SHALL CONFORM TO ALL APPLICABLE STANDARDS. ALL DAMAGED LADDERS, AND ROLLING SCAFFOLDING WILL BE IMMEDIATELY REMOVED FROM THE JOB SITE. ALL PLATFORM, ACCESS, SITE SCAFFOLDING SHALL CONFORM TO THE LATEST

REQUIREMENTS STANDARDS AND GUIDELINES ESTABLISHED BY OSHA.

20. DURING WORK, ALL ELECTRICAL HAND TOOLS MUST BE GROUNDED PROPERLY. ALL APPROPRIATE PROTECTIVE GEAR, INCLUDING EYE GOGGLES, WILL BE WORN DURING ANY CUTTING, WHETHER BY HAND OR BY MECHANICAL MEANS OF MASONRY COMPONENTS AND ANY OTHER CONSTRUCTION OPERATIONS, WHICH REQUIRE SAFETY

CLOTHING AND PROTECTIVE EQUIPMENT.

21. EACH PRIME CONTRACTOR TO COORDINATE LOCATION OF ALL PARTITIONS ENCLOSING EQUIPMENT, INCLUDING WATER COOLERS, WITH APPROVED SHOP DRAWINGS PRIOR TO BEGINNING ERECTION OF PARTITIONS.

22. PARTITION CONSTRUCTION IS INDICATED BY WALL TYPES AND ROOM FINISH SCHEDULE.

23. NEW PARTITIONS:

A. EXTEND ALL PARTITIONS TO STRUCTURE ABOVE, UNLESS OTHERWISE NOTED.

B. EXTEND NON-FULL HEIGHT PARTITIONS 6" ABOVE CEILING MINIMUM BRACE HORIZONTALLY TO STRUCTURE

ABOVE, AT 4'-0" O.C. STAGGERED.

24. PROVIDE 3/4" PLYWOOD BLOCKING OR 6" HIGH X 18 GA. STEEL SHEET BLOCKING IN PARTITIONS AS REQUIRED TO

ACHIEVE FIRM ATTACHMENT OF ALL WALL-MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL WOODWORK, ALL WALL AND/OR CEILING MOUNTED FINISHES, EQUIPMENT AND ACCESSORIES, GRAB BARS, CABINETRY, FIXTURES, SIGNAGE, ETC. COORDINATE LOCATIONS WITH ARCH/ DIRECTOR'S REPRESENTATIVE.

25. CLOSETS SHALL HAVE THE SAME FLOORING BASE, WALL, AND CEILING FINISHES AS THE ROOM INTO WHICH THEY

OPEN.

26. CONFIRM CHASE WALL DIMENSIONS WITH PLUMBING CONTRACTOR. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

27. RESTORE DAMAGED AND EXPOSED FINISHES OR PATCHED AREAS IN A MANNER WHICH ELIMINATES EVIDENCE OF

PATCHING AND REFINISHING.

28. INSPECT SUBSTRATES AND REPORT UNSATISFACTORY CONDITIONS IN WRITING. DO NOT PROCEED UNTIL

UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

29. LOCATE HINGE SIDE OF DOOR FRAMES 6" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED.

30. PAINT ALL EXPOSED INTERIOR AND EXTERIOR PIPING, CONDUITS, ETC. TO MATCH ADJACENT WALL SURFACE.

31. ALL DOORS IN A FIRE-RATED PARTITION ARE TO BE FIRE-RATED AS REQUIRED BY STATE CODE.

SAFETY PLAN:

1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE, AND REGULATIONS OF ALL

OTHER AGENCIES HAVING JURISDICTION.

2. FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS SHALL BE PROVIDED BY CONSTRUCTION CONTRACTOR IN CONSPICUOUS LOCATION(S) THROUGHOUT THE FACILITY DURING CONSTRUCTION AND WITH THE MAXIMUM

TRAVEL DISTANCE OF 75 FEET TO ANY FIRE EXTINGUISHER.

3. STORAGE OF MATERIALS AND BUILDING SAFETY:

A. ALL BUILDING MATERIALS STORED AT THE SITE OR ANY AREAS OF THE BUILDING ARE TO BE STORED IN

AN ORDERLY MANNER AND SECURED IN A LOCKED AREA(S). ACCESS TO SUCH AREA IS TO BE

CONTROLLED BY BOTH THE CONTRACTORS AND THE DIRECTOR'S REPRESENTATIVE. THE DIRECTOR'S

REPRESENTATIVE MUST APPROVE STORAGE OF ALL MATERIALS.

B. NO FLAMMABLE MATERIALS ARE TO BE STORED AT THE SITE. ALL MATERIALS USED ON A DAILY BASIS ARE TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURES’ CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. ALL FLAMMABLE MATERIAL IS TO BE USED IN AN ADEQUATELY VENTED

SPACE.

C. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS.

4. DUST CONTROL:

A. DEBRIS, DIRT AND DUST TO BE KEPT AT A MINIMUM AND CONFINED TO SCAFFOLDING AND TO THE

IMMEDIATE CONSTRUCTION AREA.

B. DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING PERIODICALLY TO AVOID EXCESS ACCUMULATION. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE; DUMPSTERS ARE TO BE

REMOVED AS FILLED.

5. CONSTRUCTION OPERATION AND HOURS:

A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: MONDAY THROUGH

FRIDAY, 7AM - 4:30 PM. SATURDAY WORK IS SUBJECT TO PRIOR APPROVAL BY THE DIRECTOR'S REPRESENTATIVE OPERATIONS OUTSIDE OF THESE HOURS, WEEKENDS, AND DESIGNATED HOLIDAYS ARE SUBJECT TO SPECIAL PERMITS THAT MUST BE FILED NO LATE THAN THE TUESDAY PRECEDING THE

SUNDAY WORK BEING REQUIRED.

B. EACH PRIME CONTRACTOR TO OBTAIN CONSENT OF ALL PARTIES AFFECTED BY WORK, OCCURRING

OUTSIDE OF REGULAR HOURS AND SUBJECT TO CURRENT APPLICABLE BUILDING DEPARTMENT

REGULATION GOVERNING HOURS OR WORK.

6. CONSTRUCTION WORK WILL BE CONFINED TO THE AREA(S) DEFINED BY THE WORK AREA LIMITS AND WILL NOT CREATE DUST, DIRT OR OTHER SUCH INCONVENIENCES TO ADJACENT BUILDINGS OR PEDESTRIANS.

7. THE SITE WILL REMAIN OPEN TO THE PUBLIC DURING THE WORK OF THIS CONTRACT. EACH PRIME CONTRACTOR SHALL TAKE EVERY REASONABLE PRECAUTION TO PROTECT THE FACILITY, STAFF, AND THE PUBLIC FROM THE WORK OF THIS CONTRACT, INCLUDING PREVENTING UNAUTHORIZED ACCESS TO LADDERS, SCAFFOLDING, EQUIPMENT, OPEN TRENCHES AND OTHER HAZARDOUS AREAS.

ADD ALTERNATES:

1. NONE

NO DATE DESCRIPTION DRAWN CHK

07.5' 15'15'

SCALE: 1"=15'-0"

N

SARATOGA ASSOCIATES PROJECT #

REVISIONS

NO. DATE DESCRIPTION DRAWN CHK

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

II

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

UNAUTHORIZED ALTERATION OR ADDITION TO

THIS DOCUMENT IS A VIOLATION OF SECTION

7209 OF THE NEW YORK STATE EDUCATION

LAW. © 2026 ALL RIGHTS RESERVED

SARATOGA ASSOCIATES

DATE:

DRAWN BY:

CHECKED BY:

PHASE:

DWG SCALE:

Fi le

N am e:

S

:\2

5\

-1

.1

C or tla nd

R an da ll

Pa rk

B at hr oo m R en ov at io n\ C

.4 P ro du ct io n\ C

.4 .3

-C D

\S

IT

E\

_1

.1

0_ C or tla nd _R an da ll Pa rk _S ite B as e_

C D

6.

dw g

U se r:

- P lo t D at e an d Ti m e:

5/

/2

2:

P

M

05/22/2026

JMM

APY

CD

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RENOVATION AND

PAVILION PROJECT

2025-116.10

L100

EXISTING

CONDITIONS

PLAN

1" = 15'-0"

SAWCUT CONCRETE WALK

REMOVE CONCRETE

WALK & SUBBASE

300 SF

TREE PROTECTION

FENCE 55 LF

CLEAR

EXISTING LAWN

1386 SF

O

O

O O

O O

TREE PROTECTION

FENCE 55LF

TREE PROTECTION

FENCE 55 LF

EROSION CONTROL

WATTLE

60 LF

EROSION CONTROL

WATTLE

120 LF

EROSION CONTROL WATTLE

75 LF

STABILIZED

CONSTRUCTION ENTRANCE

'-0

'-0

'-0

CONCRETE

WASHOUT

REMOVE CONCRETE PAVEMENT

AND SUBBASE

CLEAR AND GRUB EXISTING

VEGETATION

TREE PROTECTION

FENCE

SEDIMENT CONTROL

WATTLE

CONTRACT LIMIT LINE

DESCRIPTIONSYMBOL

DEMOLITION LEGEND

1. ANY DISTURBED AREAS THAT ARE LEFT EXPOSED MORE THAN 14 DAYS, AND

ARE NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL IMMEDIATELY RECEIVE

A TEMPORARY MULCHING AND/OR SEEDING IF ESTABLISHING THE

PERMANENT COVER IS NOT FEASIBLE. IF THE SEASON PREVENTS THE

ESTABLISHMENT OF A TEMPORARY SEEDED COVER, THE DISTURBED AREAS

WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL.

2. EXISTING PAVED ROADWAYS AND PARKING LOTS SHALL BE KEPT CLEAN AT

ALL TIMES.

3. DUST CONTROL - WATER SHALL BE APPLIED BY SPRINKLER OR WATER TRUCK

DURING CONSTRUCTION OPERATIONS TO MINIMIZE SEDIMENT TRANSPORT

AND MAINTAIN ACCEPTABLE AIR QUALITY CONDITIONS. REPETITIVE

TREATMENTS SHALL BE DONE AS NEEDED UNTIL THE SITE IS STABILIZED.

4. THE CONTRACTOR SHALL INSPECT THE EFFECTIVENESS AND CONDITION OF

EROSION CONTROL DEVICES DURING STORM EVENTS, AFTER EACH RAINFALL

OF 0.5 INCH MAGNITUDE OR GREATER, PRIOR TO WEEKENDS AND PRIOR TO

FORECASTED STORM EVENTS.

5. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED EROSION CONTROL

DEVICES IMMEDIATELY OR AS SOON AS PRACTICAL.

EROSION CONTROL NOTES:

DEMOLITION NOTES:

1. THIS DRAWING IS BASED ON A SURVEY OF CORTLAND RANDALL PARK, DATED

MAY 4TH 2023, PREPARED BY REAGAN LAND SURVEYING.

2. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL VERIFY THE

LOCATIONS OF ALL UNDERGROUND UTILITIES. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO UTILIZE A LOCATING SERVICE TO VERIFY UNDERGROUND

UTILITY LOCATIONS. CALL 1-800-962-7962 OR VISIT WWW.DIGSAFELYNEWYORK.COM

FOR MORE INFORMATION.

3. THE CONTRACTOR SHALL EXERCISE CARE DURING ALL REMOVAL OPERATIONS

TO ENSURE THE PROTECTION OF EXISTING FACILITIES TO REMAIN. DAMAGED

FACILITIES INTENDED TO REMAIN SHALL BE REPAIRED AT CONTRACTOR'S

EXPENSE.

4. THE CONTRACTOR SHALL VERIFY WITH OWNER ANY ITEMS INDICATED TO BE

REMOVED THAT WILL BE SALVAGED. DELIVER SALVAGED MATERIALS TO A

STORAGE AREA DESIGNATED BY THE OWNERS'S REPRESENTATIVE.

5. ANY WORK ALONG THE SIDEWALKS WILL REQUIRE A CITY PERMIT TO BE

OBTAINED BY THE CONTRACTOR.

6. CONTRACTOR TO LABEL ALL EXISTING BLUESTONE WITH NUMBER AND

ORIENTATION. LIFT, STORE, AND PROTECT ALL BLUESTONE PAVEMENT IN A

SECURE AREA TO AVOID IMPACTS DURING CONSTRUCTION.

7. TREE REMOVAL ALLOWED ONLY FROM OCTOBER 31, TO APRIL 1, TO PRESERVE

BAT HABITAT.

8. CONTRACTOR SHALL PROVIDE A CERTIFIED ARBORIST TO BE ON SITE DURING

EXCAVATION AND REMOVAL OPERATIONS AROUND EXISTING TREES TO REMAIN.

9. NO STORAGE OR STOCKPILES SHALL BE CONDUCTED WITHIN DRIP LINE OF

EXISTING TREES TO REMAIN.

10. TREES SHALL BE PROTECTED AT ALL TIMES.

CONCRETE WASHOUT

STATION

STABILIZED CONSTRUCTION

ENTRANCE

L200DEMOLITION

PLAN

1" = 10'-0"

05' 10'10'

SCALE: 1"=10'-0"

N

SARATOGA ASSOCIATES PROJECT #

REVISIONS

NO. DATE DESCRIPTION DRAWN CHK

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

II

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

UNAUTHORIZED ALTERATION OR ADDITION TO

THIS DOCUMENT IS A VIOLATION OF SECTION

7209 OF THE NEW YORK STATE EDUCATION

LAW. © 2026 ALL RIGHTS RESERVED

SARATOGA ASSOCIATES

DATE:

DRAWN BY:

CHECKED BY:

PHASE:

DWG SCALE:

Fi le

N am e:

S

:\2

5\

-1

.1

C or tla nd

R an da ll

Pa rk

B at hr oo m R en ov at io n\ C

.4 P ro du ct io n\ C

.4 .3

-C D

\S

IT

E\

_1

.1

0_ C or tla nd _R an da ll Pa rk _S ite B as e_

C D

6.

dw g

U se r:

- P lo t D at e an d Ti m e:

5/

/2

3:

P

M

05/22/2026

JMM

APY

CD

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RENOVATION AND

PAVILION PROJECT

2025-116.10

BATH 1ACCESSIBLE100

BATH 2

MECH / JAN

CONCESSIONS /STORAGE

PAVILION

BATH 3

CLOSET

CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

LAWN

LAWN

LAWN

LAWN

5' -0

6'-0"

6'-0"

6' -0

PICNIC TABLES

(BY OTHERS)

LAWN

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

RESTROOM

CONCESSION

BUILDING

STORMWATER DRY WELL

- SEE GRADING PLANS

STORMWATER DRY WELL

- SEE GRADING PLANS

'-0

6' -1

0"

27'-4"

'-3

LAYOUT & MATERIALS LEGEND

SYMBOL DESCRIPTION

CONCRETE PAVEMENT

PEDESTRIAN TRAFFIC

EJ = EXPANSION JOINT

EJ 7

1. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL

VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE

A LOCATING SERVICE TO VERIFY UNDERGROUND UTILITY

LOCATIONS.

2. THE CONTRACTOR SHALL STAKE OUT ALL WORK IN THE

FIELD PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY

THE DIRECTOR'S REPRESENTATIVE OF ANY

DISCREPANCIES.

3. ALL DIMENSIONS SHALL BE FROM THE FACE OF EDGING,

CURBS, OR WALLS UNLESS OTHERWISE NOTED.

4. ALL NEW PAVEMENTS AND CURBS SHALL MEET EXISTING

PAVEMENTS AND CURBS WITH A SMOOTH TRANSITION AND

FLUSH JOINT.

5. THE CONTRACTOR SHALL PROVIDE A 1.5% CROSS SLOPE

ON ALL CONCRETE WALKS CONFORMING TO ADA

REQUIREMENTS.

6. THE CONTRACTOR SHALL PROVIDE WARNING CONES AND

BARRICADES AS REQUIRED TO PROTECT THE PUBLIC FROM

CONSTRUCTION OPERATIONS.

7. SUCCESSFUL LOW BIDDER WILL BE PROVIDED A CAD FILE

FOR LAYOUT PURPOSES.

LAYOUT NOTES

STORMWATER

DRY WELL

STORMWATER

MANHOLE

PICNIC TABLES

CONCRETE SEAT WALL

05' 10'10'

SCALE: 1"=10'-0"

N

SARATOGA ASSOCIATES PROJECT #

REVISIONS

NO. DATE DESCRIPTION DRAWN CHK

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

II

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

UNAUTHORIZED ALTERATION OR ADDITION TO

THIS DOCUMENT IS A VIOLATION OF SECTION

7209 OF THE NEW YORK STATE EDUCATION

LAW. © 2026 ALL RIGHTS RESERVED

SARATOGA ASSOCIATES

DATE:

DRAWN BY:

CHECKED BY:

PHASE:

DWG SCALE:

Fi le

N am e:

S

:\2

5\

-1

.1

C or tla nd

R an da ll

Pa rk

B at hr oo m R en ov at io n\ C

.4 P ro du ct io n\ C

.4 .3

-C D

\S

IT

E\

_1

.1

0_ C or tla nd _R an da ll Pa rk _S ite B as e_

C D

6.

dw g

U se r:

- P lo t D at e an d Ti m e:

5/

/2

3:

P

M

05/22/2026

JMM

APY

CD

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RENOVATION AND

PAVILION PROJECT

2025-116.10

L300LAYOUT

1" = 10'-0"

MECH / JAN

CONCESSIONS /STORAGE

PAVILION

DRINKINGFOUNTAIN

CONCESSION WINDOW

BATH 3

CLOSET

1122.22

1122.31

1122.31

1122.31 1122.24+

1122.24

1122.22

1122.31

1122.31

1.0%

SLOPE

1.5%

SLOPE

1.5%

SLOPE

1.5%

SLOPE

1.5%

SLOPE

1.5%

SLOPE

0.5%

SLOPE

0.5%

SLOPE1122.22

1122.32

ST

MH#1 (8")

RIM 1122.25

INV 1120.16

DOWNSPOUT

INV 1120.4

DOWNSPOUT

INV 1120.4

LF

O F

6" H

D

PE

.0

S

LO

PE

16 LF OF 8" HDPE

@1.0% SLOPE

LF

O F

6" H

D

PE

.0

S

LO

PE

INV 1120.05

STORMWATER DRY WELL - 6FT

MANHOLE RIM 1122.25

TOP OF STRUCTURE

ELV. 1121.50

8LF O

F 8" H

D

PE

1.0%

SLO

PE

MH#2 (8")

RIM 1122.25

INV 1120.32

'-0

5'-8"

FFE

1122.4

1122.40

1122.15

1122.31

1122.15+

1122.15

1122.15

1122.15

0.75%

SLOPE

1122.10

1122.10

L

F O

F 6"

H D

PE

.0

S

LO

PE

DOWNSPOUT

INV 1120.4

CO

CO

CLEANOUT

CLEANOUT

STORMWATER DRY WELL - 4FT

MANHOLE RIM 1122.25

TOP OF STRUCTURE

ELV. 1121.50

CO

CLEANOUT

INV 1120.04

S

ST

W

PROPOSED CONTOUR LINE

PROPOSED SPOT ELEVATION

EXISTING CONTOUR LINE

DIRECTION OF SURFACE FLOW

384.90

PROPOSED MANHOLE

CO PROPOSED CLEAN OUT

PROPOSED SANITARY LINE

PROPOSED STORM LINE

PROPOSED WATER LINE

EXISTING SPOT ELEVATION

GRADING & DRAINAGE LEGEND

SYMBOL DESCRIPTION

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

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

LOCATING SERVICE TO VERIFY UNDERGROUND UTILITY LOCATIONS.

2. THE CONTRACTOR SHALL STAKE OUT ALL GRADES IN THE FIELD AND NOTIFY THE DIRECTOR'S

REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES.

3. THE CONTRACTOR SHALL GRADE THE SITE TO PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.

LOWER RIM OF EXISTING CATCH BASINS WHERE SHOWN.

4. TRANSITIONS FROM ALL NEW PAVEMENTS TO EXISTING PAVEMENTS SHALL BE SMOOTH AND

FLUSH. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 1.5% IN ACCORDANCE WITH ADA

STANDARDS. DIRECTION-OF-TRAVEL SLOPES SHALL NOT EXCEED 4.75%. ALL EXISTING

PAVEMENTS SHALL BE ADJUSTED AS NEEDED TO MEET SLOPE REQUIREMENTS AND PROVIDE

SMOOTH TRANSITIONS.

5. REFER TO ENGINEERING DRAWINGS FOR SITE ELECTRICAL.

GRADING, DRAINAGE, AND UTILITY NOTES

PROPOSED STORMWATER

DRY WELL

DS PROPOSED DOWNSPOUT

CONNECTION

05' 10'10'

SCALE: 1"=10'-0"

N

SARATOGA ASSOCIATES PROJECT #

REVISIONS

NO. DATE DESCRIPTION DRAWN CHK

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

II

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

UNAUTHORIZED ALTERATION OR ADDITION TO

THIS DOCUMENT IS A VIOLATION OF SECTION

7209 OF THE NEW YORK STATE EDUCATION

LAW. © 2026 ALL RIGHTS RESERVED

SARATOGA ASSOCIATES

DATE:

DRAWN BY:

CHECKED BY:

PHASE:

DWG SCALE:

Fi le

N am e:

S

:\2

5\

-1

.1

C or tla nd

R an da ll

Pa rk

B at hr oo m R en ov at io n\ C

.4 P ro du ct io n\ C

.4 .3

-C D

\S

IT

E\

_1

.1

0_ C or tla nd _R an da ll Pa rk _S ite B as e_

C D

6.

dw g

U se r:

- P lo t D at e an d Ti m e:

5/

/2

3:

P

M

05/22/2026

JMM

APY

CD

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RENOVATION AND

PAVILION PROJECT

2025-116.10

L400

GRADING

AND

DRAINAGE

MECH / JAN

CONCESSIONS /STORAGE

PAVILION

DRINKINGFOUNTAIN

CONCESSION WINDOW

BATH 3

CLOSET

LAWN RESTORATION

SEED MIX 3,320 SF

PLANTING LEGEND

SYMBOL DESCRIPTION

1. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO

COMMENCING PLANTING WORK AND NOTIFY THE OWNER'S

REPRESENTATIVE IMMEDIATELY IF CONDITIONS DETRIMENTAL TO

NEW AND EXISTING PLANT MATERIAL ARE ENCOUNTERED.

2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY

THE LOCATIONS OF ALL UNDERGROUND UTILITIES. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE A LOCATING

SERVICE TO VERIFY UNDERGROUND UTILITY LOCATIONS.

3. THE CONTRACTOR SHALL FURNISH AND INSTALL 4" DEPTH OF

TOPSOIL AND SEED LAWN AREAS AND ALL AREAS DISTURBED AS A

RESULT OF NEW CONSTRUCTION.

PLANTING NOTES

LAWN SEED MIX

LAWN SEED MIX NOTES:

1. SEE SPECIFICATIONS FOR SEED MIX.

05' 10'10'

SCALE: 1"=10'-0"

N

SARATOGA ASSOCIATES PROJECT #

REVISIONS

NO. DATE DESCRIPTION DRAWN CHK

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

II

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

UNAUTHORIZED ALTERATION OR ADDITION TO

THIS DOCUMENT IS A VIOLATION OF SECTION

7209 OF THE NEW YORK STATE EDUCATION

LAW. © 2026 ALL RIGHTS RESERVED

SARATOGA ASSOCIATES

DATE:

DRAWN BY:

CHECKED BY:

PHASE:

DWG SCALE:

Fi le

N am e:

S

:\2

5\

-1

.1

C or tla nd

R an da ll

Pa rk

B at hr oo m R en ov at io n\ C

.4 P ro du ct io n\ C

.4 .3

-C D

\S

IT

E\

_1

.1

0_ C or tla nd _R an da ll Pa rk _S ite B as e_

C D

6.

dw g

U se r:

- P lo t D at e an d Ti m e:

5/

/2

3:

P

M

05/22/2026

JMM

APY

CD

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RENOVATION AND

PAVILION PROJECT

2025-116.10

L500

PLANTING

SEEDING

PUBLIC

ROADWAY

50'-0"

SECTION

PLAN

STABILIZATION

GEOTEXTILE

6" M

IN

NOTE:

1. STONE SIZE: USE NYSDOT SIZE

DESIGNATION 4 CRUSHED STONE

MIXTURE OR RECLAIMED OR RECYCLED

CONCRETE EQUIVALENT.

2. MAINTENANCE: THE ENTRANCE SHALL

BE MAINTAINED IN A CONDITION WHICH

WILL PREVENT TRACKING OR FLOWING

OF SEDIMENT ONTO ADJACENT ROAD,

ALL SEDIMENT SPILLED, DROPPED,

WASHED OR TRACKED ONTO ADJACENT

ROAD MUST BE REMOVED IMMEDIATELY.

3. WHEN WASHING IS REQUIRED, IT

SHALL BE DONE ON AN AREA STABILIZED

WITH STONE.

STONE

MAINTAIN PUBLIC ROADWAYS FREE

OF SEDIMENT AND DEBRIS

SECTION A-A

50'-0"

SCALE 1/2" = 1'-0"

STABILIZED CONSTRUCTION ENTRANCE2

PUBLIC

ROADWAY

PROJECT

SITE

PROJECT

SITE

UNDISTURBED GROUND

9" FILTRATION STRAW/COIR WATTLEFLOW

SEDIMENT BUILD-UP, MAINTAIN AT 4" MAX.

24" HARDWOOD POST, DRIVEN MINIMUM 12"

THROUGH WATTLE INTO GROUND.

SCALE 1/2" = 1'-0"

SEDIMENT CONTROL WATTLE1

DISTURBED

AREA

UNDISTURBED

AREA

SECTION

ISOMETRIC

6" COMPACTED AGGREGATE

SUBBASE MATERIAL

NYSDOT TYPE 2, ITEM 304.12

STABILIZATION GEOTEXTILE

MIRAFI 500X OR APPROVED EQUAL

CLEAR AND STRIP ROADBED AREA OF

ALL VEGETATION, ROOTS AND OTHER

OBJECTIONABLE MATERIAL. RESTORE

TO EXISTING CONDITIONS ONCE

TEMPORARY ROADWAY HAS BEEN

REMOVED.

NOTES:

1. MAXIMUM GRADE 15%

2. STABILIZE DISTURBED SIDE SLOPES WITH

VEGETATION AS SOON AS GRADING IS

ACCOMPLISHED.

3. SPREAD SUBBASE MATERIAL OVER THE FULL

WIDTH OF THE ROAD AND SMOOTH TO AVOID

DEPRESSIONS.

4. INSPECT CONSTRUCTION ROAD

PERIODICALLY FOR CONDITION OF SURFACE.

TOPDRESS WITH NEW GRAVEL AS NEEDED.

CHECK FOR EROSION AND SEDIMENTATION

AFTER ALL RAINFALL EVENTS AND AREAS

PRODUCING SEDIMENT SHOULD BE TREATED

IMMEDIATELY.

18'-0" TRAVEL LANE

SCALE 1/2" = 1'-0"

TEMPORARY CONSTRUCTION ROAD STABILIZATION3

SCALE 1/2" = 1'-0"

TREE PROTECTION FENCE6

7' -0

3'

-0

18"

30"± 18"±

ALL CONCRETE

TRUCKS SHALL

WASHOUT HERE

PLANWASHOUT SIGN

TYPICAL SECTION

SCALE 1/2" = 1'-0"

CONCRETE WASHOUT STATION4

10' MIN

VA

R

IE

S

SCALE 1" = 1'-0"

CONCRETE PAVEMENT - PEDESTRIAN TRAFFIC7

3/8" WIDE COMPRESSIBLE

EXPANSION JOINT FILLER WITH

SEALANT SEE PLANS FOR LAYOUT

1" DEEP x 1/4" WIDE TOOLED SCORE

JOINT, SEE PLANS FOR LAYOUT

COMPACTED SUB-GRADE

3/4"Ø x 15" LONG STEEL DOWELS @ 24"

O.C., 7 1/2" EMBEDMENT EACH END,

GREASE ONE END

6" THICK CONCRETE PAVEMENT

6X6 - W2.9XW2.9 WWM (2" CLEAR)

6" COMPACTED AGGREGATE

SUBBASE MATERIAL, NYSDOT

TYPE 2, ITEM NO. 304.12,

6" 6"

STABILIZATION GEOTEXTILE

SMOOTH

FINISH 2" WIDE

SOFT BRISTLE

BROOM FINISH

2"

CONCRETE FINISH

1" DEEP x 1/4" WIDE

TOOLED SCORE JOINT,

SEE PLANS FOR LAYOUT

LOCATE FENCE AT DRIP

EDGE OF TREE (TYP.)

4' HIGH ORANGE

PLASTIC SNOW

FENCE

STEEL FENCE

POSTS AT 6' O.C.

R35', TYP.

GALVANIZED "U"

CHANNEL POST

BLACK LETTERS ON

WHITE BACKGROUND

GRADE

STRAW BALE ON SIDE

(TYP)

BINDING WIRE

10 MIL

POLYETHYLENE

SHEETING

6" MIN

EMBEDMENT

(TYP)

GRADE

WOOD STAKE

(TYP)

6" MIN DEPTH

AGGREGATE ALL

AROUND

SEASONAL HIGH

GROUNDWATER

SO

IL

EM

BE

D M

EN

T

TO

B

O

TT

O M

O F

SI

G

N

M

AX

M

IN

SIGN SHALL BE PLACED IN A

PROMINENT LOCATION AT

WASHOUT AREA

ANCHOR BALES WITH

(2) 2"X2"X4' STAKE

PER BALE

10 MIL POLYETHYLENE

SHEETING

BALES TO

BUTT

6" MIN DEPTH

AGGREGATE ALL

AROUND

NOT TO SCALE

STOCKPILE STABILIZATION5

SARATOGA ASSOCIATES PROJECT #

REVISIONS

NO. DATE DESCRIPTION DRAWN CHK

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

II

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

UNAUTHORIZED ALTERATION OR ADDITION TO

THIS DOCUMENT IS A VIOLATION OF SECTION

7209 OF THE NEW YORK STATE EDUCATION

LAW. © 2026 ALL RIGHTS RESERVED

SARATOGA ASSOCIATES

DATE:

DRAWN BY:

CHECKED BY:

PHASE:

DWG SCALE:

Fi le

N am e:

S

:\2

5\

-1

.1

C or tla nd

R an da ll

Pa rk

B at hr oo m R en ov at io n\ C

.4 P ro du ct io n\ C

.4 .3

-C D

\S

IT

E\

_1

.1

0_ C or tla nd _R an da ll Pa rk _S ite D et ai ls .d w g

U se r:

- P lo t D at e an d Ti m e:

5/

/2

3:

P

M

05/22/2026

JMM

APY

CD

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RENOVATION AND

PAVILION PROJECT

2025-116.10

L600SITE

DETAILS

AS SHOWN

SCALE 1/2" = 1'-0"

STORMWATER DRY WELL - 4FT DIA.2

4'-0"

4' -0

9"

2' -0

6"

6"

6"

2'-0"2'-0"

4'-0" DIA.

6"

5' -9

7' -9

SCALE 1/2" = 1'-0"

STORMWATER DRY WELL - 6FT DIA. 1

6'-0"

4' -0

9"

2' -0

6"

6"

6"

2'-0"2'-0"

6'-0" DIA.

6"

5' -9

7' -9

24" COMPACTED WASHED

#2 DRAINAGE STONE

UNCOMPACTED WASHED

#2 DRAINAGE STONE

FILTRATION GEOTEXTILE

ALL SIDES

UNDISTURBED

SUBGRADE

PRECAST

CONCRETE COVER

PRECAST CONCRETE

LEACH BASIN

PRECAST CONCRETE

FOOTING RING

HDPE INLET PIPE

PRECAST CONCRETE

LEACH BASIN

PRECAST CONCRETE

COVER OVERHANG

24" DIA. MANHOLE

FRAME AND COVER

MORTAR FRAME TO

CONCRETE COVER

RISER FRAME

AS NEEDED

COMPACTED NATIVE

EXCAVATED SOIL

6" MIN IMPORTED TOPSOIL

PRECAST CONCRETE

FOOTING RING

24" COMPACTED WASHED

MIXED #1 & #2 DRAINAGE STONE

UNCOMPACTED WASHED

#2 DRAINAGE STONE

FILTRATION GEOTEXTILE

ALL SIDES

UNDISTURBED

SUBGRADE

PRECAST

CONCRETE COVER

PRECAST CONCRETE

LEACH BASIN

PRECAST CONCRETE

FOOTING RING

HDPE INLET PIPE

PRECAST CONCRETE

LEACH BASIN

PRECAST CONCRETE

COVER OVERHANG

24" DIA. MANHOLE

FRAME AND COVER

MORTAR FRAME TO

CONCRETE COVER

RISER FRAME

AS NEEDED

COMPACTED NATIVE

EXCAVATED SOIL

6" MIN IMPORTED TOPSOIL

PRECAST CONCRETE

FOOTING RING

SCALE 1/2" = 1'-0"

CLEAN OUT6

FINISH GRADE

CAST IRON PUSH-ON

CLEANOUT. TO BE FLUSH

WITH FINISH GRADE

COMPACTED SUITABLE FILL

TAMPED IN 6" LAYERS

6" Ø HDPE PIPE RISER

HDPE LONG SWEEP 45°

BEND OR (2) 22.5° BENDS

COMBINATION WYE, AND

45° BEND

6"Ø HDPE STORM LINE

FITTING/90° BEND

HDPE PIPING

2' -0

FERNCO ADAPTER

DOWNSPOUT, SEE

ARCHITECTURAL PLANS

SCALE 1/2" = 1'-0"

DOWNSPOUT CONNECTION5

BUILDING FACE

EXTEND DOWNSPOUT

BELOW FINISH GRADE

SCALE 1/2" = 1'-0"

MANHOLE / AREA DRAIN3

SLOPE

FINISH

GRADE

VARIES

6"

12" NYLOPLAST DRAIN

BASIN WITH PVC BODY

AND CAST IRON FRAME

AND DRAINAGE GRATE

SMOOTH INTERIOR

CORRUGATED

POLYETHYLENE

STORM PIPE

6" DEPTH, NYSDOT

SIZE DESIGNATION

2 WASHED

CRUSHED STONE

MIX

DUCTILE IRON FRAME

AND COVER,

PAINTED BLACK FINISH

PEDESTRIAN TRAFFIC

NOTE:

SEE L400 SERIES DRAWINGS

FOR DRAINAGE INFORMATION

SIZE VARIES

MANHOLE

SOLID COVER

SCALE 1/2" = 1'-0"

STORM SEWER PIPE TRENCH4

6"

PI

PE

2'

-0 " M

IN

. C

O

VE

R

6"

6" D

IA

FINISH GRADE

STABILIZE SIDE SLOPES IN ACCORDANCE

WITH OSHA REQUIREMENTS

FINAL BACKFILL, COMPACTED

SUITABLE NATIVE BACKFILL

STORM SEWER PIPE

UNDISTURBED SUBGRADE

INITIAL BACKFILL AND HAUNCH MATERIAL,

COMPACTED NYSDOT #2 CRUSHED STONE MIX

PIPE BEDDING, 6" COMPACTED

NYSDOT #2 CRUSHED STONE MIX

FINAL BACKFILL, COMPACTED

AGGREGATE SUBBASE MATERIAL,

NYSDOT TYPE 2, ITEM 304.12

6"

PIPE

DIA.

LAWNPAVEMENT

SARATOGA ASSOCIATES PROJECT #

REVISIONS

NO. DATE DESCRIPTION DRAWN CHK

A

B

C

D

E

F

G

H

I

A

B

C

D

E

F

G

H

II

2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12

UNAUTHORIZED ALTERATION OR ADDITION TO

THIS DOCUMENT IS A VIOLATION OF SECTION

7209 OF THE NEW YORK STATE EDUCATION

LAW. © 2026 ALL RIGHTS RESERVED

SARATOGA ASSOCIATES

DATE:

DRAWN BY:

CHECKED BY:

PHASE:

DWG SCALE:

Fi le

N am e:

S

:\2

5\

-1

.1

C or tla nd

R an da ll

Pa rk

B at hr oo m R en ov at io n\ C

.4 P ro du ct io n\ C

.4 .3

-C D

\S

IT

E\

_1

.1

0_ C or tla nd _R an da ll Pa rk _S ite D et ai ls .d w g

U se r:

- P lo t D at e an d Ti m e:

5/

/2

3:

P

M

05/22/2026

JMM

APY

CD

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RENOVATION AND

PAVILION PROJECT

2025-116.10

L601SITE

DETAILS

AS SHOWN

DEMOLITION NOTES:

1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,

LAWS AND ORDINANCES.

2. DRAWINGS SHOW GENERAL SCOPE OF REMOVAL WORK. CONTRACTOR IS TO

PROVIDE ALL WORK AS REQUIRED TO ALLOW FOR THE FULL REMOVAL OF ALL

PORTIONS INDICATED ON THE DRAWINGS.

3. REFER TO ABATEMENT DRAWINGS AND HAZARDOUS MATERIALS

REPORT/SURVEY FOR EXTENT OF ASBESTOS CONTAINING MATERIALS.

4. REFER TO ABATEMENT DRAWINGS FOR EXTENT OF LEAD CONTAINING

MATERIALS.

5. REMOVE DEBRIS FROM DEMOLITION AREA AS IT IS PRODUCED. LEGALLY

DISPOSE OF MATERIALS OFF SITE.

6. SHORE EXISTING CONSTRUCTION FOR DEMOLITION AND REMOVALS.

7. PROMPTLY REPAIR ADJACENT SURFACES DAMAGED BY THE DEMOLITION

THAT ARE NOT LABELED FOR REMOVAL.

8. GENERAL TRADES CONTRACTOR IS TO BE RESPONSIBLE FOR COORDINATING

ALL REMOVALS WITH OTHER TRADES.

9. ALL SLAB REMOVALS SHOWN ON PLANS TO BE SAW CUT REMOVALS.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL SAW CUTS WITH

ALL OTHER TRADES. CONTRACTOR SHALL CUT AND REMOVE EXISTING SLAB &

SUB BASE TO EXTENT REQUIRED BY TRADES SCOPE OF WORK. CONTRACTOR

IS RESPONSIBLE FOR STRUCTURAL SUB SLAB FILL/COMPACTION.

10. REMOVE ALL EXTERIOR DOORS AND WINDOWS UNLESS NOTED OTHERWISE.

11. REMOVE ALL EXISTING EXPOSED OR CONCEALED CONDUIT, WIRING

INSTALLATION, WIRING DEVICES, ELECTRICAL EQUIPMENT, PIPING,

DUCTWORK, AND EQUIPMENT RENDERED OBSOLETE BY THE DEMOLITION.

12. WIRING RENDERED USELESS BY THE DEMOLITION SHALL BE REMOVED TO ITS

POINT OF SUPPLY. CAP UTILITIES RENDERED OBSOLETE BELOW FLOOR

LEVEL, ABOVE CEILING, OR BEHIND WALL FINISHES UNLESS NOTED

OTHERWISE.

13. REMOVE ALL LIGHT FIXTURES AND ASSOCIATED WIRING.

14. RESTORE ANY EXISTING ELECTRICAL OR GAS INSTALLATION DISTURBED

DURING THE COURSE OF CONSTRUCTION AND NOT INDICATED FOR REMOVAL.

15. REMOVE ALL EXISTING ROOFING, ROOF DECKING, AND FASCIA IN THEIR

ENTIRETY.

16. REFER TO LANDSCAPE DRAWINGS FOR EXTENT OF EXTERIOR DEMOLITION.

CUT NEW DOOR OPENINGS

IN EXISTING CMU WALL, TYP.

DEMO EXISTING CONC.

FLOOR AS INDICATED.

COORDINATE EXACT

LOCATIONS WITH

PLUMBING CONTRACTOR

DURING CONSTRUCTION

REMOVE ALL

EXISTING FIXTURES

REMOVE ALL

EXISTING INTERIOR

WALLS

REMOVE ALL

EXISTING CEILINGS

DOWN TO FRAMING

CUT OPENINGS IN EXISTING

WALLS FOR MECH EQUIP.

REF HVAC DWGS.

REMOVE ALL EXISTING METAL ROOFING PANELS,

UNDERLAYMENT, ROOF DECKING, FASCIAS AND

SOFFITS. ROOF FRAMING IS TO REMAIN.

UNAUTHORIZED ALTERATION OR ADDITION TO THIS

DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE

NEW YORK STATE EDUCATION LAW. COPYRIGHT ©

2026 ALL RIGHTS RESERVED SARATOGA ASSOCIATES

SARATOGA ASSOCIATES PROJECT #

Plot Date:

REVISIONS

PHASE:

DATE:

CHECKED BY:

DRAWN BY:

89 123467 5

B

D

E

F

G

H

C

A

C:\Users\amartini\Documents\Randall Park Bathroom Renovation_amartini62BWC.rvt 5/22/2026 10:10:01 PM

D100DEMOLITION

PLANS

2025-116.10

RANDALL PARK

RESTROOM

CITY OF CORTLAND

RDD

BID SET

5/22/26

AMC

RENOVATION AND

PAVILION PROJECT

1/4" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

N

NO DATE DESCRIPTION DRAWN CHK

1/4" = 1'-0"

ROOF DEMOLITION PLAN

GENERAL NOTES

1. REFER TO ELECT. DWGS. FOR EXIT SIGNAGE LOCATIONS.

2. PROJECT WILL BE EQUIPPED WITH EMERGENCY

LIGHTING. REF. ELECT. DWGS. FOR LOCATIONS.

3. PROJECT WILL BE EQUIPPED WITH SMOKE AND FIRE

DETECTION SYSTEM. REF. TO ELECT. DWGS. FOR

LOCATIONS.

4. FIRE EXTINGUISHERS REQUIRED BY CODE TO BE PLACED

WITH 75' TRAVEL DISTANCE WITHIN BUILDING (AS

SHOWN)

M A

X

T Y

P

HORN STROBE

SWITCH OR

PULL BOX

ELECT. OUTLET,

PHONE JACK,

DATA PORT

NOTE: ALIGN

DEVICES WHEN

POSSIBLE

FIRE

ANNUNCIATOR

INTERCOM

THERMOSTAT

EXIT / DOOR WIDTH

OCCUPANCY COUNT

REQUIRED WIDTH (INCHES)

ACTUAL EXIT WIDTH

USE GROUP IN SPACE

MAX OCCUPANCY

FIRE EXTINGUISHER

CABINET

SIGN LOCATION, SEE

SPECIFICATIONS

INDICATES 1-HR FIRE BARRIER

INDICATES EGRESS PATH AND

DISTANCE TO EXITS

DRAWING LEGEND

INDICATES 2-HR FIRE BARRIER

EXIT

A-3

FEC

ST-EX

FIRE EXTINGUISHER

(NO CABINET)FE

ALL WORK SHALL COMPLY WITH THE RELATED PROVISIONS OF THE 2025 UNIFORM CODE OF NEW YORK STATE WHICH

ADOPTS THE 2024 IBC, ITS REFERENCE STANDARDS, AND ALL LOCAL LAW REGULATIONS.

BUILDING CODE: 2025 INTERNATIONAL ENERGY CONSERVATION CODE (2024 IECC) WITH 2025 NYS SUPPLEMENT

BUILDING CODE SECTION REQUIRED/ ALLOWABLE PROVIDED

SECTION C301 CLIMATE ZONE 5

SECTION C402.1.1 LOW ENERGY BUILDINGS:

LOW ENERGY BUILDINGS SHALL BE EXEMPT FROM THE BUILDING THERMAL ENVELOPE

PROVISIONS OF C402 WHEN THEY DO NOT CONTAIN CONDITIONED SPACE.

GENERAL CONSTRUCTION CODE DATA

BUILDING CODE: 2025 NYS BUILDING CODE (2024 IBC)

BUILDING CODE SECTION REQUIRED PROVIDED

SECTION 302.1 USE GROUP B (PER 303.1.1)

SECTION 504.3 BUILDING HEIGHT 40 FT MAX 12 FT

SECTION 504.4 STORIES ABOVE GRADE PLANE 2 MAX 1

SECTION 506.2 AREA - VB CONSTRUCTION 9,000 SF MAX PER STORY 973 SF

TABLE 601 CONSTRUCTION CLASSIFICATION TYPE VB

STRUCTURAL FRAME 0 HR. 0 HR.

BEARING WALLS - EXTERIOR 0 HR. 0 HR.

BEARING WALLS - INTERIOR 0 HR. 0 HR.

NON-BEARING WALLS - EXTERIOR 0 HR. 0 HR.

NON-BEARING WALLS - INTERIOR 0 HR. 0 HR.

FLOORS 0 HR. 0 HR.

ROOF 0 HR. 0 HR.

SECTION 713.4 SHAFT ENCLOSURE 1 HR. N/A

SECTION 903.2 SPRINKLERS NOT REQUIRED NOT PROVIDED

SECTION 1004.5 OCCUPANT LOAD VARIOUS, SEE PLAN 33 TOTAL

SECTION 1005.3 EGRESS WIDTH

STAIRS 0.3" / OCC. MIN N/A

OTHER COMPONENTS 0.2" / OCC. MIN 12" / OCC.

SECTION 1006.2.1 NUMBER OF EXITS 1 / FLOOR MIN 4 / FLOOR

SECTION 1007.1.1 ARRANGEMENT N/A N/A

SECTION 1017.2 TRAVEL DISTANCE 200 FT MAX 25 FT MAX

TABLE 2902.1 PLUMBING FIXTURES

MALE WATER CLOSETS 1 3 GENDER NEUTRAL

FEMALE WATER CLOSETS 1 WATER CLOSETS

MALE LAVATORIES 1 3 GENDER NEUTRAL

FEMALE LAVATORIES 1 LAVATORIES

WATER FOUNTAINS 1 2 WATER FOUNTAINS

SERVICE SINKS 1 1 SERVICE SINKU

U

U

B

B

B

B

25 FEET

EXIT

EXIT

EXIT

EXIT

FE

ST-EX

ST-EX

S T

-E X

A N

D S

ID

E

R E

A C

H

M

A X

F O

R…