Swart Wilcox Barn Drawings - Bid Set 8.14.2025.pdf

PDF 41 MB Posted Aug 13, 2025

Attached to: Swart-Wilcox Barn Project
Solicitation number: 2024-011-G
Issued by: Orleans County, New York

About this file

Written by GovTribe AI · Aug 13, 2025

The document is a comprehensive set of architectural and engineering drawings for the Swart-Wilcox Barn Project located in Oneonta, New York, prepared for the City of Oneonta in Otsego County. The project involves the relocation and restoration of an existing historic barn, transforming it into a multi-purpose community space with approximately 6,000 square feet, including a meeting room, work space, kitchen, restroom, and utility/storage areas. The project is structured as a bid set dated August 2025, with detailed plans for site preparation, site utilities, building foundations, structural framing, mechanical systems, plumbing, and electrical infrastructure. The project will be constructed under four prime contracts: general, electrical, plumbing, and mechanical.

The project documents indicate a comprehensive approach to historic preservation and adaptive reuse, with the existing timber frame barn being carefully disassembled from its original location at 405 Wightman Road in Milford, New York, and meticulously reassembled at the new site. The drawings specify specific requirements for material preservation, including tagging original framing members, extending certain timber posts, and maintaining original construction techniques. The estimated project includes site work such as new parking lot construction, driveway resurfacing, utility connections, and landscaping restoration. While specific budget details are not provided in the drawings, the project appears to be a publicly funded municipal initiative focusing on community space development and historic preservation.

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1. THE PROPOSED STRUCTURE COMPLIES WITH THE 2018 INTERNATIONAL

BUILDING CODE REQUIREMENTS AND 2020 NYSBC - OPTION 2 CLIMATE 6A.

2.TABLE OF BUILDING COMPONENT R-VALUES: PROPOSED RESIDENCE

R-60CEILING:

WALLS ABOVE GRADE,

WOOD FRAMED:

U 0.30DOORS, SWINGING:

PROVIDED

R-49

R-21 + R5CI

U 0.50

REQUIRED

R-23

BELOW GRADE WALLS: R-15 CI R-15 CI

FIXED: U 0.30

ENTRANCE DOOR: U 0.30

OPERABLES: U 0.28 MAXU 0.30

FENESTRATION

ENERGY CODE REQUIREMENTS

FLOORS:

R-30, R-19 MIN

U 0.28 MAX

A101

SIM

Room name

/1 A101

A101

SIM

" INCH

DBA DEFORMED BAR ANCHOR

HAS HEADED ANCHOR STUD

OD OUTSIDE DIAMETER

THK THICK

# NUMBER, POUND

DBL DOUBLE

HC HOLLOW CORE

OH OVERHEAD

THRD THREADED

& AND

DEFL DEFLECTION

HCP HOLLOW CORE PLANK

OPNG OPENING

TOB TOP OF BEAM

' FEET

DEMO DEMOLITION

HDD HEADED ANCHOR STUD

OPP OPPOSITE, OPPOSITE HAND

TOC TOP OF COLUMN, TOP OF CURB

@ AT

DEPT DEPARTMENT

HDR HEADER

OSWJ OPEN WEB STEEL JOIST

TOF TOP OF FOOTING

(E) EXISTING

DET DETAIL

HEX HEXAGONAL

TOJ TOP OF JOIST

(N) NEW

DF DOUG FIR (DOUGLAS FIR)

HM HOLLOW METAL

P/L PROPERTY LINE

TOL TOP OF LINTEL, LANDING

DIA DIAMETER

HORIZ HORIZONTAL

PAF POWDER ACTUATED FASTENERS

TOL TOLERANCE

AB ANCHOR BOLT

DIAG DIAGONAL

HSS HOLLOW STRUCTURAL SHAPE

PC PRECAST

TOP TOP OF PIER, TOP OF PLATE

ACI AMERICAN CONCRETE INSTITUTE

DIAPH DIAPHRAGM

HT HEIGHT

PCF POUNDS PER CUBIC FOOT

TOPV TOP OF PAVEMENT

ADD ADDENDUM, ADDITION

DIM DIMENSION

HVAC HEATING, VENTILATION, AIR

CONDITIONING

PERF PERFORATE, PERFORATED

TOS TOP OF SLAB, TOP OF STEEL

ADJ ADJUST, ADJUSTABLE

DKG DECKING

PERIM PERIMETER

TOW TOP OF WALL

AESS ARCH. EXP. STRUCTURAL STEEL

DL DEAD LOAD

IBC INTERNATIONAL BUILDING CODE

PERIM PROFESSIONAL ENGINEER

TRANS TRANSVERSE

AFF ABOVE FINISH FLOOR

DWG DRAWING

ICF INSULATED CONCRETE FORMS

PERP PERPENDICULAR

TRANSL TRANSLUCENT

ALT ALTERNATE

DWGS DRAWINGS

ID INSIDE DIAMETER

PL PLATE

TYP TYPICAL

ALUM ALUMINUM

DWL DOWEL

IN INCH, INCHES

PLF POUNDS PER LINEAL FOOT

APPROX APPROXIMATELY

INFO INFORMATION

PLWD PLYWOOD

UNO UNLESS NOTED OTHERWISE

ARCH ARCHTECTURE

EIFS EXTERIOR INSULATED FINISH SYSTEM

INSP INSPECTION

PNL PANEL

UTIL UTILITY

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ELEV ELEVATOR

INSUL INSULATION

PREFAB PREFABRICATED

AVG AVERAGE

ENGR ENGINEER

INT INTERIOR

PREFIN PREFINISHED

VERT VERTICAL

AWS AMERICAN WELDING SOCIETY

EOR ENGINEER OF RECORD

PSF POUNDS PER SQUARE FOOT

VFY VERIFY

EQ EQUAL

JST JOIST

PSI POUNDS PER SQUARE INCH

VIF VERIFY IN FIELD

BALC BALCONY

EQPT EQUIP

JT JOINT, JOINTS

PSL PARALLEL STRAND LUMBER

BD BOARD

ES EACH SIDE

PT PRESERVATIVE TREATED, POST-TENSIONED

W/ WITH

BEV BEVEL

EW EACH WAY

K KILOPOUND (1000 POUNDS)

W/O WITHOUT

BKR BACKER

EXIST EXISTING

KIP KILOPOUND (1000 POUNDS)

QTY QUANTITY

WD WOOD

BLDG BUILDING

EXP EXPANSION

WF WIDE FLANGE (STRUCTURAL STEEL)

BLK BLOCK

EXPO EXPOSED

L ANGLE, LEFT, LENGTH

RAD RADIUS

WR WATER RESISTANT, WATER RESISTIVE

BLKG BLOCKING

EXT EXTERIOR

LAM LAMINATE, LAMINATED

RCP REFLECTED CEILING PLAN

WS WATERSTOP

BM BEAM

LAT LATERAL

RD ROOF DRAIN

WT WEIGHT

BOC BOTTOM OF CURB

F OF F FACE TO FACE

LB POUND

REF REFERENCE

WWF WOVEN WIRE FABRIC

BOT/BTM BOTTOM

FAB FABERICATIONS / FABRICATED

LF LINEAL FEET, LINEAR FOOTAGE

REINF REINFORCED, REINFORCING

BOW BOTTOM OF WALL

FB FLAT BAR

LIN LINEAR

REQ REQUIREMENTS, REQUIRED

BP BASE PLATE

FDTN FOUNDATION

LIN FT LINEAL FEET, LINEAR FOOTAGE

REQ'D REQUIRED

BRDG BRIDGE, BRIDGING

LL LIVE LOAD

REV REVISION

BRG BEARING

FF FINISH FLOOR

LLH LONG LEG HORIZONTAL

RO ROUGH OPENING

BRK BRICK

FFE FINISH FLOOR ELEVATION

LLV LONG LEG VERTICAL

BSMT BASEMENT

FIN FINISH

LNTL LINTEL

SCHED SCHEDULE

BU BUILT-UP

FLR FLOOR

LONG LONGITUDINAL

SE STRUCTURAL ENGINEER

FOC FACE OF CONCRETE

LSL LAMINATED STRAND LUMBER

SECT SECTION

CEM CEMENT, CEMENTITIOUS

FOF FACE OF FINISH

LT WT LIGHTWEIGHT

SF SQUARE FEET

CGS CENTER OF GRAVITY OF STRAND

FOM FACE OF MASONRY

LVL LAMINATED VENEER LUMBER

SGL SINGLE

CIP CAST IN PLACE

FOS FACE OF STUD

SHT SHEET

CJ CONTROL JOINT

FR FIRE RATED, FIRE RESISTIVE

MANUF MANUFACTURER, MANUFACTURED

SHTG SHEATHING

CL CENTER LINE

FRM FRAMED, FRAMING

MAX MAXIMUM

SIM SIMILAR

CLG CEILING

FRT FIRE RETARDANT TREATED

MB MACHINE BOLT

SIMP SIMPSON STRONG TIE

CLR CLEAR

FT FOOT, FEET

MECH MECHANICAL

SL SNOW LOAD

CMU CONCRETE MASONRY UNIT

FTG FOOTING

MEZZ MEZZANINE

SOG SLAB ON GRADE

COL COLUMN

FURRG FURRING

MFR MANUFACTURER, MANUFACTURED

SPEC SPECIFICATION, SPECIFICATIONS

COMP COMPOSITE, COMPENSATION

FUT FUTURE

MIN MINIMUM

SQ SQUARE

CONC CONCRETE

MISC MISCELLANEOUS

SS STAINLESS STEEL

COND CONDITION

GA GAUGE

MTL METAL

STD STANDARD

CONN CONNECTION

GALV GALVANIZED

MUL MULLION

STIFF STIFFENER

CONSTR CONSTRUCTION

GC GENERAL CONTRACTOR

STL STEEL

CONT CONTINUOUS

GEN GENERAL

N NORTH

STRUCT STRUCTURAL

CORR CORRIDOR

GL GLU-LAMINATED

NIC NOT IN CONTRACT

SUSP SUSPENDED

CTR CENTER

GLB GLU-LAMINATED BEAM

NO NUMBER

SYM SYMMETRICAL

CTRL CONTROL

GND GROUND

NOM NOMINAL

CTSK COUNTERSINK

GR GRADE

NTS NOT TO SCALE

T&B TOP AND BOTTOM

CU CUBIC

GYP GYPSUM

T&G TONGUE AND GROOVE

CUST CUSTOM

GYP BD GYPSUM BOARD

OC ON CENTER

TAN TANGENT

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE DOCUMENTS

SHALL BEAR THE SEAL OF THE ALTERING ENGINEER WITH THE

NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF

THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (518) 729-8491

1 8.14.2025 BID SET

12" = 1'-0"

COVERCOVER

CITY OF ONEONTA

SWART-WILCOX BARN PROJECT

25 WILCOX AVENUE

ONEONTA, NY 13820

JRG

8.14.2025

AJH

2024-011-G

SWART-WILCOX BARN PROJECT

CITY OF ONEONTA, NY

OTSEGO COUNTY

AUGUST 2025

BID SET

SYMBOLS LEGEND

LOCATION MAP

SHEET LIST

ABBREVIATIONS

Sheet Number Sheet Name Bid Set - 8.14.2025

COVER COVER ◘

CIVIL

C100 EXISTING SITE CONDITIONS ◘

C101 SITE PLAN ◘

C200 EROSION AND SEDIMENT CONTROL DETAILS ◘

C201 SITE AND UTILITY DETAILS ◘

ARCHITECTURAL

A001 CODE REVIEW ◘

A002 SCHEDULES AND DETAILS ◘

A003 ARCHITECTURAL DETAILS ◘

A004 EXISTING BARN PHOTOS ◘

A101 PROPOSED FLOOR PLANS ◘

A201 EXTERIOR ELEVATIONS ◘

A301 BUILDING SECTIONS ◘

A400 REFLECTED CEILING PLAN & ELECTRICAL DISTRIBUTION ◘

A401 ENLARGED PLANS ◘

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES ◘

S002 SPECIAL INSPECTIONS & SUBMITTALS ◘

S100 FOUNDATION PLAN & LEVEL 1 FRAMING PLAN ◘

S101 LEVEL 2 AND ROOF FRAMING PLANS ◘

S300 CONCRETE DETAILS ◘

S600 WOOD FRAMING DETAILS ◘

S601 WOOD FRAMING DETAILS ◘

S603 WOOD DETAILS ◘

MECHANICAL

M100 MECHANICAL NOTES ◘

M101 MECHANICAL PLAN ◘

PLUMBING

P100 PLUMBING NOTES ◘

P101 PLUMBING PLAN ◘

P501 PLUMBING DETAILS ◘

DRAWING NUMBER

SHEET NUMBER

BUILDING SECTION

ROOM TAG

GRID LINE

DOOR TAG

REVISION TAG

WINDOW TAG

ELEVATION TARGET

WALL TAG

W ilc o x A v e n u e

RIVER STREET

LAWN

WOODED AREA

SWART-WILCOX HOUSE

EXISTING TREELINE,

TYP

EXISTING FENCE

EXISTING GRAVEL DRIVE

EXISTING TREE

W/ DIAMETER, TYP

EXISTING WATER SERVICE

EXISTING UNDERGROUND

ELECTRIC SERVICE

EXISTING GAS SERVICE

EXISTING UNDERGROUND

ELECTRIC

REMOVE AND DISPOSE OF

TREES, PREP AREA FOR

CONSTRUCTION OF NEW

BUILDING

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

C100

CITY OF ONEONTA

SWART-WILCOX BARN

25 WILCOX AVE

ONEONTA, NY 13820

JRG

AS SHOWN

8.14.2025

AJH

2024-011-G

1 8.14.2025 BID SET

EXISTING SITE

CONDITIONS

EXISTING SITE CONDITIONS

1" = 20'

20' 0 20' 40'

SITE PLAN NOTES

1. SITE PLAN BASED ON TOPOGRAPHIC SURVEY BY REGEN, LLC LAND

SURVEYING DATED 24 SEPT 2024.

2. ADDITIONAL SITE PLAN INFORMATION BASED ON AVAILABLE ONLINE

MAPPING FROM US GEOLOGICAL SURVEY, OTSEGO COUNTY

GEOGRAPHIC & PROPERTY INFORMATION APPLICATION, AND FIELD

MEASUREMENTS BY STAFF OF HERRMANN ENGININERING, PLLC IN

SEPT 2024.

3. CONTOUR INTERVAL = 1', ELEVATIONS BASED ON NAVD 88 VERTICAL

DATUM.

4. PROPERTY LINES SHOWN ARE APPROXIMATE AND FOR PLANNING

PURPOSES ONLY.

LEGEND

PROPERTY LINE

EXISTING CONTOURS

TREELINE

SEWER MANHOLE

STORM MANHOLE

CATCH BASIN

WATER VALVE

GATE VALVE

HYDRANT

UNDERGROUND UTILITY RISER

DECIDUOUS TREE W/ DIAMETER

FENCE

UTILITY POLE

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS

PRIOR TO COMMENCING WORK. FOLLOW ALL PERMIT REQUIREMENTS

INCLUDING INSPECTIONS, RECORD KEEPING, ETC.

2. KNOWN STRUCTURES AND UTILITIES, ARE SHOWN BASED ON AVAILABLE

INFORMATION. THE EXACT LOCATION OF STRUCTURES AND UTILITIES,

BOTH ABOVE AND BELOW GROUND, MAY DIFFER FROM THAT SHOWN.

OTHER STRUCTURES AND UTILITIES MAY EXIST THAT ARE NOT SHOWN.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS

AND EXTENTS.

3. UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS

THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES WHETHER

FUNCTIONAL OR ABANDONED WITHIN THE PROJECT AREA ARE SHOWN

ON THIS DRAWING. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL UNDERGROUND UTILITIES BEFORE STARTING WORK &

SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM HIS WORK.

4. CONTACT UDIG NEW YORK FOR UTILITY STAKEOUT PRIOR TO

COMMENCING WORK. CONDUCT EXPLORATORY TEST PITS AS REQUIRED

TO DETERMINE THE LOCATION AND DEPTH OF UNDERGROUND UTILITIES.

OBTAIN INDEPENDENT UNDERGROUND LOCATER SERVICES, IF

REQUIRED, TO LOCATE UNDERGROUND UTILITIES.

5. PROTECT AND MAINTAIN PROPERTY LINES, RIGHT- OF WAY,

MONUMENTS, EASEMENTS, STRUCTURES, UTILITIES, AND EXISTING

FEATURES TO REMAIN. ANY SUCH FEATURES DAMAGED OR DESTROYED,

AS DETERMINED BY OWNER OR ENGINEER, SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

6. NOTIFY ENGINEER IN WRITING OF ANY CONDITIONS THAT VARY FROM

THE PLANS.

7. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT

PLANS AND SPECIFICATIONS. NO CHANGES IN THE DESIGN, LOCATION,

AND/OR MATERIALS SPECIFIED SHALL BE MADE WITHOUT WRITTEN

APPROVAL BY THE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR

OBTAINING AND INCURRING THE COST OF CONSTRUCTION LAYOUT

SURVEY.

8. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF UTILITY

STUBS FOR BUILDING CONNECTIONS WITH THE ARCHITECTURAL

BUILDING PLANS PRIOR TO CONSTRUCTION. REPORT DISCREPANCIES

TO OWNER AND ENGINEER.

9. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE OF

ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND

DRIVEWAYS FOR THE DURATION OF CONSTRUCTION UNLESS NOTED

OTHERWISE ON THE PLANS.

10. CONTRACTOR SHALL PROTECT THE WORK AREA. PROVIDE

CONSTRUCTION FENCING AND ANY OTHER MEANS NECESSARY TO

ENSURE THE SAFETY OF PEDESTRIAN AND VEHICLE TRAFFIC DURING

CONSTRUCTION.

11. CONSTRUCTION LAYDOWN AND STORAGE AREAS SHALL BE LOCATED

WITHIN THE PROJECT LIMITS OR IN A LOCATION APPROVED BY THE

OWNER.

12. CONTRACTOR SHALL RECORD THE FINAL LOCATION OF ALL

STRUCTURES AND COMPONENTS ON AS-BUILT DRAWINGS AND PROVIDE

TO THE OWNER AND ENGINEER.

13. RESTORE ALL DISTURBED AREAS INCLUDING LAWNS, DRIVEWAYS,

WALKS, WALLS, CURBS, FENCES, ETC TO PRE-EXISTING CONDITIONS.

CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALL,

CURBS, FENCES, ETC. DISTURBED BY CONSTRUCTION. RESTORATION OF

ANY DISTURBED FEATURES SHALL BE TO THE SATISFACTION OF THE

ENGINEER OF RECORD OR THE OWNERS REPRESENTATIVE.

14. ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO

EXISTING CONDITIONS.

AutoCAD SHX Text

SSMH

AutoCAD SHX Text Rim=1075.10

AutoCAD SHX Text Inv S&E=1062.70

AutoCAD SHX Text

AutoCAD SHX Text Rim=1074.94

AutoCAD SHX Text Inv=1070.84

AutoCAD SHX Text

AutoCAD SHX Text BM - Hydrant

AutoCAD SHX Text bonnett nut - "O" in "Open"

AutoCAD SHX Text Elev=1078.62

AutoCAD SHX Text G

AutoCAD SHX Text house

AutoCAD SHX Text garage

AutoCAD SHX Text shed

AutoCAD SHX Text walk

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text fence

AutoCAD SHX Text walk

AutoCAD SHX Text drive

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Inv NW=1067.15

AutoCAD SHX Text

STMH

AutoCAD SHX Text Rim=1075.14

AutoCAD SHX Text

AutoCAD SHX Text gas meter

AutoCAD SHX Text stub

AutoCAD SHX Text orchard

AutoCAD SHX Text G

W ilc o x A v e n u e

RIVER STREET

LAWN

WOODED AREA

SWART-WILCOX HOUSE

EXISTING TREELINE,

TYP

EXISTING FENCE

EXISTING GRAVEL DRIVE

EXISTING TREE

W/ DIAMETER, TYP

EXISTING WATER SERVICE

EXISTING UNDERGROUND

ELECTRIC SERVICE

EXISTING GAS SERVICE

EXISTING UNDERGROUND

ELECTRIC

45'

15'

27' 15'

18'

TYP

5' BRICK SIDEWALK

9' X 18' PARKING STALL, TYP

GRAVEL PAVEMENT

PARKING AREA

3/4" COPPER

WATER SERVICE

INSTALL WYE FITTING

INTO EXISTING WATERLINE

RELOCATED BARN, REFER

TO STRUCTURAL PLANS.

TOP DRESS EXISTING

GRAVEL DRIVEWAY,

REF NOTES

SANITARY

SERVICE

SANITARY CLEANOUT AT 90' O.C.

AND AT BENDS, TYP.

INSTALL 4" WYE, RECONNECT

EXISTING AND NEW SERVICE.

VERIFY INVERT IN FIELD

(ASSUMED 1067.5). ASSUMED

LOCATION, CONTRACTOR TO

VERIFY IN FIELD.

±261 LF 4" SDR 35 PVC

PIPE AT 3.45%

CURB STOP AND

CURB BOX

ADA PARKING SIGN

NEW UNDERGROUND ELECTRIC SERVICE:

· 1-1/2"-C, (2)#1, (1)#1-NEUTRAL, (1)#8-GND

· INSTALL UNDERGROUND CONDUIT PER

NEC REQUIREMENTS, SEE DETAIL

EXISTING 200 AMP PANEL IN GARAGE:

· CONFIRM EXISTING SERVICE OF

240/120-VOLT/1-PHASE

· INSTALL NEW 60-AMP/2-P CIRCUIT

BREAKER IN SPARE POLE SPACE.

MATCH TYPE AND AIC RATING

SILT FENCE, TYP

INVERT 1076.50

1080.46

1080.36

1080.25

BARN

FFE=1080.50

1080.25

1080.46

"NO PARKING" SIGN

PAVEMENT STRIPING

SITE PLAN NOTES

1. SITE PLAN BASED ON TOPOGRAPHIC SURVEY BY REGEN, LLC LAND

SURVEYING DATED 24 SEPT 2024.

2. ADDITIONAL SITE PLAN INFORMATION BASED ON AVAILABLE ONLINE

MAPPING FROM US GEOLOGICAL SURVEY, OTSEGO COUNTY

GEOGRAPHIC & PROPERTY INFORMATION APPLICATION, AND FIELD

MEASUREMENTS BY STAFF OF HERRMANN ENGININERING, PLLC IN

SEPT 2024.

3. CONTOUR INTERVAL = 1', ELEVATIONS BASED ON NAVD 88 VERTICAL

DATUM.

4. PROPERTY LINES SHOWN ARE APPROXIMATE AND FOR PLANNING

PURPOSES ONLY.

5. TOP DRESSING THE EXISTING GRAVEL DRIVE SHALL BE INCLUDE:

5.1. ADD 3" OF NYSDOT TYPE 4 TO THE EXISTING LIMITS OF THE

GRAVEL DRIVE.

5.2. SCARIFY THE TOP 6" OF THE DRIVE.

5.3. SHAPE TO PROVIDE A NORMAL CROWN.

5.4. COMPACTED TO 95% MODIFIED PROCTOR

6. EACH ACCESSIBLE PARKING SPACE SHALL INCLUDE ONE (1) SIGN THAT

INCLUDES THE INTERNATIONAL SYMBOL OF ACCESSIBLITY TO BE

PLACED AT THE FRONT OF EACH SPACE. SIGNS IDENTIFYING VAN

PARKING SPACES SHALL CONTAIN THE DESIGNATION "VAN

ACCESSIBLE". SPACES SHALL BE IN ACCORDANCE WITH ICC/ANSI,

A117.1, 2009, THE BUILDING CODE OF NEW YORK STATE, CHAPTER 11

AND AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.

7. ACCESS AISLES SHALL BE DESIGNATED BY A SIGN READING "NO

PARKING ANYTIME". THE SIGN SHALL BE LOCATED IN SUCH A WAY AS

NOT TO OBSTRUCT THE ACCESS AISLE. ALL SIGNS SHALL BE

PERMANENTLY INSTALLED AT A CLEAR HEIGHT OF NOT LESS THAN 5'

ABOVE GRADE (NYSDOT REQUIRES 7' ABOVE GRADE).

8. MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING SPACE AND/OR

STRIPED AISLE SHALL NOT EXCEED 1:50.

LEGEND

PROPERTY LINE

EXISTING CONTOURS

NEW CONTOURS

TREELINE

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

C101

CITY OF ONEONTA

SWART-WILCOX BARN

25 WILCOX AVE

ONEONTA, NY 13820

JRG

AS SHOWN

8.14.2025

AJH

2024-011-G

1 8.14.2025 BID SET

SITE PLAN

EARTHWORK NOTES

1. TRENCHING, EXCAVATION, AND REQUIRED SHEETING AND SHORING

SHALL COMPLY WITH ALL OSHA, STATE, AND LOCAL SAFETY

REQUIREMENTS. SHEET PILING SHALL BE DESIGNED AND SEALED BY A

NEW YORK STATE LICENSED ENGINEER.

2. CONTRACTOR IS RESPONSIBLE FOR DEWATERING EXCAVATIONS, AS

REQUIRED, AND MAINTAINING SURFACE FLOW DURING CONSTRUCTION.

3. INSTALL EROSION AND SEDIMENT CONTROLS PRIOR TO ANY EARTH

DISTURBING ACTIVITIES AS SHOWN ON THESE DRAWINGS AND ANY

ADDITIONAL CONTROLS AS DIRECTED.

4. ALL OPEN EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH

WORK DAY.

SANITARY SEWER NOTES

1. ALL SANITARY SEWER SYSTEM PIPING AND COMPONENTS SHALL BE

INSTALLED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS

AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS

WITH THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH

THEIR REQUIREMENTS.

3. SANITARY SEWER PIPING SHALL BE AS CALLED FOR ON PLANS, UNLESS

NOTED OTHERWISE.

4. ALL PIPE AND FITTINGS SHALL BE CAREFULLY EXAMINED FOR DEFECTS

AND SHALL NOT BE INSTALLED WITH KNOWN DEFECTS.

5. PIPE SHALL BE LAID IN A STRAIGHT LINE ALIGNMENT AND AT CONSTANT

GRADE FROM MANHOLE TO MANHOLE AS INDICATED ON THE DRAWINGS.

6. BELL ENDS OF PIPE SHALL BE PLACED FACING UPSTREAM.

7. KEEP DIRT AND DEBRIS OUT OF PIPES. USE TEMPORARY CAPS AS

REQUIRED.

8. PIPING SHALL NOT BE INSTALLED IN WET CONDITIONS. DEWATER

EXCAVATIONS AS NECESSARY TO PROVIDE DRY WORKING CONDITIONS.

9. INSTALLED PIPING SHALL BE CAPPED WATER TIGHT IN WET CONDITIONS

AND AT THE END OF EACH WORKING DAY.

10. MAINTAIN 10' HORIZONTAL SEPARATION FROM WATER LINES.

11. STRAIGHT ALIGNMENT OF PIPE SHALL BE CHECKED BY LASER BEAM OR

LAMPING.

12. BACKFILL SHALL BE PLACED CAREFULLY TO NOT MOVE OR DAMAGE THE

PIPING OR APPURTENANCES. BACKFILL SHALL BE PLACED AND

COMPACTED IN ACCORDANCE WITH THE SPECS.

13. CONDUCT TESTING OF SANITARY SYSTEM COMPONENTS, AS REQUIRED

BY THE AUTHORITY HAVING JURISDICTION. PROVIDE TEST RESULT TO

OWNER AND ENGINEER.

WATER SYSTEM NOTES

1. THE WATER SUPPLY SYSTEM SHALL BE INSTALLED IN ACCORDANCE

WITH ALL STATE AND LOCAL REQUIREMENTS INCLUDING NYSDOH

SUBPART 5-1 PUBLIC DRINKING WATER SUPPLIES AND THE

RECOMMENDED STANDARDS FOR WATER WORKS ADOPTED BY THE

GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE AND

PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS (NYSDOH

APPENDIX 5-A).

2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS

WITH THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH

THEIR REQUIREMENTS.

3. SYSTEM PIPING AND APPURTENANCES:

3.1. COPPER WATER SERVICE TUBING SHALL BE TYPE K, SOFT TEMPER,

CONFORMING TO ASTM B88.

4. ALL PIPE AND FITTINGS SHALL BE CAREFULLY EXAMINED FOR DEFECTS

AND SHALL NOT BE INSTALLED WITH KNOWN DEFECTS.

5. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY, EDGE

TO EDGE, FROM ANY EXISTING OR PROPOSED GRAVITY SEWER, STORM

SEWER, SEPTIC TANK, OR SUBSURFACE TREATMENT SYSTEM. WATER

MAINS CROSSING A SEWER LINE SHALL BE INSTALLED WITH A MINIMUM

VERTICAL SEPARATION DISTANCE OF 18 INCHES. A FULL LENGTH OF

PIPE SHALL BE CENTERED AT THE CROSSING. WHERE IT IS IMPOSSIBLE

TO MAINTAIN HORIZONTAL AND VERTICAL SEPARATION, THE WATER

MAIN SHALL BE INSTALLED WITH A STEEL CASING EXTENDING 10 FEET

MIN HORIZONTALLY TO EACH SIDE OF THE CROSSING. ADEQUATE

SEPARATION FROM OTHER UTILITIES SUCH AS ELECTRICAL,

TELECOMMUNICATIONS, AND NATURAL GAS LINES SHALL BE PROVIDED

FOR EASE OF MAINTENANCE AND REPAIRS.

6. INSTALLATION, BEDDING, AND BACKFILL OF WATER MAIN PIPE, SERVICE

PIPE, AND SYSTEM COMPONENTS AND APPURTENANCES SHALL IN

ACCORDANCE WITH THE PIPE TRENCH DETAIL.

7. KEEP DIRT AND DEBRIS OUT OF PIPES. USE TEMPORARY CAPS AS

REQUIRED.

8. PIPING SHALL NOT BE INSTALLED IN WET CONDITIONS. DEWATER

EXCAVATIONS AS NECESSARY TO PROVIDE DRY WORKING CONDITIONS.

9. INSTALLED PIPING SHALL BE CAPPED WATER TIGHT IN WET CONDITIONS

AND AT THE END OF EACH WORKING DAY.

10. THE SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH

AWWA C605.

11. THE SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.

SITE PLAN

1" = 20'

20' 0 20' 40'

AutoCAD SHX Text

SSMH

AutoCAD SHX Text Rim=1075.10

AutoCAD SHX Text Inv S&E=1062.70

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AutoCAD SHX Text Rim=1074.94

AutoCAD SHX Text Inv=1070.84

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AutoCAD SHX Text BM - Hydrant

AutoCAD SHX Text bonnett nut - "O" in "Open"

AutoCAD SHX Text Elev=1078.62

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AutoCAD SHX Text house

AutoCAD SHX Text garage

AutoCAD SHX Text shed

AutoCAD SHX Text walk

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AutoCAD SHX Text O

AutoCAD SHX Text fence

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AutoCAD SHX Text drive

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AutoCAD SHX Text Inv NW=1067.15

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STMH

AutoCAD SHX Text Rim=1075.14

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AutoCAD SHX Text orchard

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DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

C200

CITY OF ONEONTA

SWART-WILCOX BARN

25 WILCOX AVE

ONEONTA, NY 13820

JRG

AS SHOWN

8.14.2025

AJH

2024-011-G

1 8.14.2025 BID SET

EROSION

AND SEDIMENT

CONTROL DETAILS

C200

INLET PROTECTION

SCALE: NTS

CATCH BASIN

INSERT STEEL BARS

FOR REMOVAL

CATCH BASIN GRATE

FILTER BAG CATCH BASIN INSERT,

TERRAFIX SILT SACK, OR EQUAL

NOTES:

1. INLET PROTECTION SHALL BE INSPECTED

DAILY.

2. SEDIMENT SHALL BE REMOVED WHEN HALF

FULL AND AS REQUIRED TO MAINTAIN FLOW.

3. DAMAGED OR CLOGGED FILTER BAGS SHALL

BE REPLACED IMMEDIATELY.

C200

CONCRETE WASHOUT BASIN

SCALE: NTS

8' M

8' MIN

TYPE A: STRAW BALE

STRAW BALE, TYP

STAKE, TYP

10 MIL PLASTIC LINER

PLAN

SECTION

FASTEN LINER

TO BALES W/

STAPLES, TYP

10 MIL PLATIC LINER

WASTE CONCRETE

STAKE, TYP 2' M

TYPE B: PRE-FABRICATED CONTAINER

PLAN

SECTION

2' M

WASTE CONCRETE

8' M

8' MIN

REUSABLE WATERTIGHT

VINYL CONTAINER,

RTC VINYL-CON, OR EQUAL

BIODEGRADABLE

FILTER BAG

LIFTING STRAPS

BIODEGRADABLE

FILTER BAG

VINYL CONTAINER

NOTES:

1. PLACE WASHOUT BASIN IN LOCATION SHOWN ON THE PLANS OR AS DIRECTED BY THE QUALIFIED INSPECTOR.

2. LOCATE 100' FROM STORM DRAINS, OPEN DITCHES, WETLANDS, STREAMS AND OTHER SURFACE WATER.

3. ALTERNATIVE BELOW-GRADE OR PRE-FABRICTAED BASINS MAY BE USED IF APPROVED BY QUALIFIED

INSPECTOR.

4. CONTRACTOR SHALL INSPECT BASIN DAILY FOR DAMAGE AND LEAKS. REPAIR OR REPLACE DAMAGED BASINS

IMMEDIATELY.

5. REMOVE HARDEND CONCRETE OR CONSTRUCT NEW FACILTY WHEN WASHOUT BASIN BECOMES 75% FULL.

REPLACE PLASTIC LINER WITH EACH CLEANING.

6. HARDENED WASTE CONCRETE SHALL BE RECYLED OR PROPERLY DISPOSED OF IN A C&D LANDFILL.

7. UPON COMPLETION OF CONCRETE ACTIVITIES͝ REMOVE BASIN AND RESTORE AREA.

EROSION AND SEDIMENT CONTROL NOTES

1. ALL CONSTRUCTION WORK SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF

THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) STATE

POLLUTANT DISCHARGE ELIMINATION SYSTEM SPDES GENERAL PERMIT FOR STORMWATER

DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-25-001.

2. EROSION AND SEDIMENT CONTROL DEVICES SHOWN ON THE PLANS ARE MINIMUM

REQUIREMENTS. ADDITIONAL MEASURES SHALL BE INSTALLED TO MAINTAIN COMPLIANCE

WITH THE STORMWATER GENERAL PERMIT.

3. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO ANY EARTH DISTURBING

ACTIVITIES.

4. CONTRACTOR IS RESPONSIBLE TO DAILY INSPECT ALL EROSION AND SEDIMENT CONTROLS.

DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY TO MAINTAIN CONFORMANCE WITH THE

STORMWATER GENERAL PERMIT.

5. INACTIVE DISTURBED AREAS SHALL BE TEMPORARILY STABILIZED WITHIN 14 DAYS OF

DISTURBANCE AND IMMEDIATELY AFTER ROUGH GRADING.

6. ALL GRADED ARES SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED

GRADING.

7. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF WATER

BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS, CONCRETE

LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND

CONSTRUCTION PROCEDURES.

8. EVERY EFFORT SHALL BE MADE TO PROVIDE ESTABLISHMENT OF FINAL TURF IMMEDIATELY

AFTER DISTURBANCE.

9. AREAS SHALL BE TEMPORARY SEEDED WHEN THEY ARE SUBJECT TO EROSION OR WILL BE

INACTIVE FOR 14 OR MORE DAYS. TEMPORARY SEEDING SHALL CONSIST OF LIME @ 1/2 TON

PER ACRE, FERTILIZER 5-10-10 @ 600 POUNDS PER ACRE, RYEGRASS (ANNUAL OR

PERENNIAL) @ 40 POUNDS PER ACRE AND STRAW MULCH @ 2 TON PER ACRE. JUTE MESH

SHALL BE PLACED OVER MULCH AND STAKED WHENEVER WINDS OR SLOPE WILL CAUSE THE

MULCH AND SEED TO BECOME DEPLETED OR ERODED.

10. TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE CLEANED

WHEN THE DEVICES REACH 50% STORAGE CAPACITY AND AS DIRECTED BY ENGINEER.

INSPECTION OF ALL DEVICES SHALL BE MADE DAILY AND DEFICIENCIES CORRECTED THAT

DAY.

11. ALL CONTROLS SHALL BE PLACED PRIOR TO STARTING EARTHWORK OPERATIONS AND

SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABILIZED WITH HEALTHY STAND OF GRASS.

LANDSCAPING NOTES

1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMAN'S

"AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z60.1" FOR CALIPERS, HEIGHTS, BALL SIZES, ETC.

2. DISPOSE OF SUBSOIL REMOVED FROM LANDSCAPE EXCAVATIONS. DO NOT MIX WITH PLANTING

SOIL OR USE AS BACKFILL.

3. BACKFILL WITH 12" LOAMY TOPSOIL. TOPSOIL SAMPLES TO BE APPROVED BY ENGINEER.

4. FOR MASS PLANTING, EXCAVATE ENTIRE BED AND BACKFILL WITH ABOVE MATERIAL.

5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING

LANDSCAPING.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON

ALL SEEDED AREAS.

7. IN THE EVENT OF PLANTING BEDS AND MULCH ARE REQUIRED, THE CONTRACTOR SHALL INSTALL

BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL

LANDSCAPED AREAS FOR THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND TREES.

9. GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND RAKE ENTIRE

SITE.

SEEDING NOTES

1. SEED, MULCH AND FERTILIZE AS NECESSARY TO RESTORE ALL DISTURBED AREAS TO ORIGINAL

CONDITION OR BETTER.

2. SOIL pH SHALL BE TESTED AND ADJUSTED TO BE BETWEEN 6.0 TO 7.0.

3. PREPARE SEEDBED BY LOOSENING SOIL TO A DEPTH OF 4 TO 6 INCHES. PLACE FERTILIZER (AS REQUIRED BY SOIL TEST) AND SEED THEN LIGHTLY RAKE AND THEN ROLL WITH 200 POUND ROLLER.

MULCH THE AREA THEN WATER. MULCH MAY NEED TO BE SECURED TO PREVENT IT FROM

BLOWING AWAY.

4. HEAVY SHADE AREAS SHALL BE SEEDED WITH A 100% FINE FESCUE VARIETY BLEND (± 20% HARD FESCUE, ± 40% CHEWINGS FESCUE, AND ± 40% CREEPING FESCUE). INITIAL SEEDING SHALL BE DONE AT A RATE OF 4.0 TO 5.0 POUNDS PER 1,000 SF. OVERSEEDING (MAINTENANCE SEEDING) SHALL BE DONE WITH THE SAME SEED BLEND AT A RATE OF 2.0 TO 2.5 POUNDS PER 1,000 SF.

5. LAWN AREAS SHALL BE SEEDED WITH A RECREATIONAL SEED BLEND (± 65% CREEPING RED

FESCUE, ± 20% PERENNIAL RYEGRASS, AND ± 15% FINE FESCUE). INITIAL SEEDING SHALL BE DONE AT A RATE OF 4.0 TO 5.0 POUNDS PER 1,000 SF. OVERSEEDING (MAINTENANCE SEEDING) SHALL BE

DONE WITH THE SAME SEED BLEND AT A RATE OF 2.0 TO 2.5 POUNDS PER 1,000 SF.

6. NO INVASIVE SPECIES SHALL BE APPLIED TO THE PROJECT SITE.

AutoCAD SHX Text

SYMBOL

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CONSTRUCTION SPECIFICATIONS

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SILT FENCE

AutoCAD SHX Text ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

AutoCAD SHX Text

WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING)

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36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND.

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HEIGHT OF FILTER = 16" MIN.

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FLOW

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FLOW

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5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN

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4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

AutoCAD SHX Text

SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,

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6" MAXIMUM MESH OPENING.

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2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES

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3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-

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LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,

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OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

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1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES

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"BULGES" DEVELOP IN THE SILT FENCE.

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MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

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UNDISTURBED GROUND

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EMBED FILTER CLOTH A MIN. OF 6" IN GROUND.

AutoCAD SHX Text

WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH

AutoCAD SHX Text

36" MIN. FENCE POST

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FLOW

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COMPACTED SOIL

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PERSPECTIVE VIEW

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SECTION VIEW

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SYMBOL

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CONSTRUCTION SPECIFICATIONS

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STABILIZED CONSTRUCTION ACCESS

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9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH

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AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

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8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE

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MUST BE REMOVED IMMEDIATELY.

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SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY

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PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL

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7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

AutoCAD SHX Text

IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

AutoCAD SHX Text

STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS

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6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-

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5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

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POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE

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4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT

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2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A

AutoCAD SHX Text

1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE

AutoCAD SHX Text

30 FOOT MINIMUM LENGTH WOULD APPLY).

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3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

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ENTRANCE TO SITE.

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RAIN.

AutoCAD SHX Text 3'

AutoCAD SHX Text 5:1

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PLAN VIEW

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PROFILE

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EXISTING GROUND

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FILTER CLOTH

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EXISTING PAVEMENT

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MOUNTABLE BERM (OPTIONAL)

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING GROUND

EQUIVALENT.

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

464 Main Street Oneonta, NY 13820 Phone: (607) 267-4258

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTING UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE

DOCUMENTS SHALL BEAR THE SEAL OF THE ALTERING ENGINEER

WITH THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER

SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC

DESCRIPTION OF THE ALTERATION.

C201

CITY OF ONEONTA

SWART-WILCOX BARN

25 WILCOX AVE

ONEONTA, NY 13820

JRG

AS SHOWN

8.14.2025

AJH

2024-011-G

1 8.14.2025 BID SET

SITE AND UTILITY

DETAILS

C201

GRAVEL PAVEMENT

SCALE: NTS

NON-WOVEN GEOTEXTILE

MIRIFI 160N, OR EQUAL

9" SUBBASE COURSE, NYSDOT TYPE 4

(SECTION 304), COMPACTED TO 95%

MODIFIED PROCTOR

SUBGRADE COMPACTED TO

95% MODIFIED PROCTOR

3" TOP COURSE, 1/2" MINUS CRUSHED

STONE, COMPACTED TO 95%

MODIFIED PROCTOR

NOTES:

1. TOP COURSE SHALL BE A WELL GRADED MIX OF ANGULAR

CRUSHED ROCK FRAGMENTS AND STONE DUST W/ THE

GRADATION SHOWN.

TOP COURSE CRUSHED STONE

SIEVE SIZE PERCENT PASSING (%)

1" 100

1/2" 85 - 100

No. 4 30 - 60

No. 30 10 - 30

No. 200 0 - 12

C201

TYPICAL CONCRETE JOINTS

SCALE: NTS

1/4" MAX

1/4" SAWCUT CONTROL JOINT,

PLACE AS SHOWN ON PLANS

SAWCUT CONTROL JOINT

1/4"

TOOL CONTROL JOINT

1"1"

TOOL CONTROL JOINT,

1/4" RADIUS EDGE, PLACE

AS SHOWN ON PLANS

1/2"

EXPANSION JOINT

1"1"

TOOL JOINT, 1/4" RADIUS EDGE,

PLACE AS SHOWN ON PLANS

1/2" JOINT FILLERCLOSED CELL

BACKER ROD

CAULK W/ SIKA 51SL,

OR EQUAL

NOTES:

1. EXPANSION JOINTS SHALL BE PLACED WHERE CONCRETE

MEETS OTHER OBJECTS, SUCH AS WALLS, FOUNDATIONS,

CURBS, ETC. AND AS SHOWN ON THE PLANS.

C201

TYPICAL WATER SERVICE CONNECTIONS

SCALE: NTS

WATER MAINWATER MAIN

MJ TAPPED TEE

CORPORATION STOP

SERVICE CLAMP

SINGLE TAP SERVICE CLAMP TAPPED TEE

USE BRASS BUSHING IN TAP OF

SERVICE CLAMP OR TAPPED TEE TO

ACCEPT DESIRED SIZE OF

CORPORATION STOP AND SERVICE

PIPE MAX SIZE = 2"

SERVICE PIPE

CORPORATION STOP

SERVICE PIPE

C201

TYPICAL WATER SERVICE

SCALE: NTS

WATER

MAIN 30°

5' -6

" T R

H M

4' -6

" M

SERVICE TUBING

REF PLAN

CURB STOP

TRACER WIRE (W/ HDPE

SERVICE LINES) TERMINATE

IN BUILDING

FINISH GRADE

CURB BOX

PIPE BEDDING AND BACKFILL

PER TRENCH DETAIL

SOLID CONCRETE BLOCK

COUPLINGS AS REQ'D, TYP

CORPORATION STOP

C201

WATER AND SEWER CROSSING

SCALE: NTS

10'10'

WATER LINE ABOVE

SEWER LINE

WATER LINE BELOW

SEWER LINE

18" MIN W

SEWER LINE

PLAN

SECTION

STEEL CASING REQ'D

WHERE LESS THAN 18"

VERTICAL SEPARATION

IS PROVIDED, TYP

WATER LINE

SEWER LINE,

MAY BE ABOVE

OR BELOW

FULL LENGTH OF PIPE

CENTERED AT CROSSING

NOTES:

1. WATER LINES MAY CROSS ABOVE OR

BELOW SEWER LINES WITH

PREFERENCE TO THE WATER LINE

LOCATED ABOVE THE SEWER.

2. MINIMUM VERTICAL DISTANCE OF 18"

REQUIRED BETWEEN THE OUTSIDE OF

THE WATER MAIN AND THE OUTSIDE OF

THE SEWER.

3. WHERE LESS THAN 18" VERTICAL

SEPARATION IS PROVIDED, THE SEWER

LINE SHALL BE SLEEVED WITH STEEL

CASING EXTENDING 10' TO EACH SIDE

OF WATER LINE.

4. ONE FULL LENGTH OF WATER PIPE

SHALL BE LOCATED SO BOTH JOINTS

ARE AS FAR FROM THE SEWER LIN

CROSSING AS POSSIBLE.

5. PROVIDE STRUCTURAL SUPPORT FOR

WATER AND SEWER PIPES AS

REQUIRED.

SEWER LINE

C201

PIPE TRENCH

SCALE: NTS

3' MIN

PIPE OD + 24"

C O

PIPE ZONE

BEDDING

PIPE ZONE

BACKFILL

SELECT GRANULAR FILL IN PAVED AREAS ,

GENERAL UTILITY BACKFILL IN UNPAVED

AREAS

TRENCHING EXCAVATION

SHALL CONFORM TO

OSHA STANDARDS

PAVEMENT RESTORATIONTURF RESTORATION

SAWCUT EXIST PVMT

NEW PVMT AS SPECIFIED

TOPSOIL, SEED TO GRASS, AND

MULCH ALL DISTURBED AREAS

MARKING

TAPE PAVEMENT SUBBASE

PIPE SIZE AND

MATERIAL PER

PLAN

1' M

0" W

E 4'

C201

SANITARY SEWER LATERAL

SCALE: NTS

45° OR 30° BEND

AS REQUIRED

FLEXIBLE PIPE COUPLING FOR

CONNECTION TO EXISTING

BUILDING SEWER

CAP END FOR FUTURE CONNECTION

PROPERTY LINE, ROW,

OR EASEMENT LIMIT

45° OR 60° WYE

BUILDING SEWER LATERAL

1% MIN SLOPE

(1/4 IN/ FT)

T R

45° OR 30° BEND

AS REQUIRED PROPERTY LINE, ROW,

OR EASEMENT LIMIT

CUT SQUARE VISIBLE 2"X4"

LOCATION MARKER AT END

EXISTING OR FINISHED GRADE

PIPE BEDDING

SECTION

PLAN

SANITARY SEWER MAIN

SIZE AND MATERIAL

PER PLAN

SANITARY SEWER MAIN

SIZE AND MATERIAL

PER PLAN

' M

C201

SANITARY CLEANOUT

SCALE: NTS

SANITARY WYE

45° ELBOW

PIPE SIZE AND MATERIAL TO

MATCH LATERAL

SEWER LATERAL

FLOW

24"

CAST IRON CLEANOUT FRAME

AND COVER LABELED "SEWER"

24"x24"x8" THICK CAST-IN-PLACE

CONCRETE COLLAR

FINISH GRADE

CLEANOUT PLUG

RUBBER BOOT ADAPTOR

KOR-N-SEAL, OR EQUAL

12" MIN COMPACTED

SUBBASE

C201

BRICK SIDEWALK

SCALE: NTS

WIDTH

REF PLAN

5" 6"

5" THICK CAST-IN-PLACE 5000 PSI

CONCRETE SIDEWALK W/ 6x6-W1.4xW1.4

WELDED WIRE MESH, TOOL ALL PERIMETER,

BROOM FINISH

6" MIN COMPACTED SUBBASE

COMPACTED SUBGRADE

PAVER BRICK TOP, HERRINGBONE

"CLASSIC BRICK" BY KEYSTONE

HARDSCAPES, OR EQUAL

C201

BURIED CONDUIT DETAIL

SCALE: NTS

RIGID STEEL

CONDUIT (RSC)

SCHEDULE

80 PVC

RIGID STEEL

CONDUIT (RSC)

SCHEDULE

80 PVC

CONCRETE

SURFACE

SEALANT ALL

AROUND

PVC SLEEVE 1"Ø

LARGER THAN

RSC

LANDSCAPED

SURFACE

(GRASS, ETC.)

REFER TO PIPE

TRENCH DETAIL FOR

CONDUIT BEDDING

MATERIAL

TRANSITION

COUPLING

(TYP.)

C201

TYPICAL CONDUIT TRENCH DETAIL

SCALE: NTS

NOTES:

1. ALL PVC CONDUIT SHALL BE ELECTRICAL

GRADE LISTED AND LABELED FOR DIRECT

BURIAL. PVC CONDUIT MAY ONLY BE UTILIZED

WHERE CONDUIT IS BURIED AND AS INDICATED

IN THE SPECIFICATIONS. TRANSITION FROM

PVC TO RSC (SEE BURIED CONDUIT DETAIL)

PRIOR TO EXITING TRENCH.

2. CAUTION TAPE SHALL BE RED WITH A

CONTINUOUS PRINTED WARNING MESSAGE IN

BLACK IN ACCORDANCE WITH ELECTRICAL

UTILITY COMPANY & NEC REQUIREMENTS.

3. ALL CONDUIT SHALL BE SIZED IN ACCORDANCE

WITH THE NEC.

TRENCHING AND BACKFILLING

UNDERGROUND CONDUCTORS AND RACEWAY

FREE FROM ROCK

SUITABLE BACKFILL MATERIAL

CONCRETE/SEED/OTHER BY GC

" M

FINISH GRADE

- SEE NOTE 1

WARNING TAPE

AS REQ'D

- QUANTITIES MAY VARY

6,000 SQ-FT (GROUP A-3)

MINIMUM NUMBER OF EXITS FOR

OCCUPANT LOAD

1006LEVEL 1: 1 EXIT REQUIRED 2 PROVIDED

EGRESS WIDTH (PER OCCUPANT) 1005.3.10.2 INCHES PER OCCUPANT = 8.6" 3'-0" WIDE DOORS PROVIDED

EXIT SIGNS 1013REQUIRED PROVIDED

EGRESS ILLUMINATION 1008REQUIRED PROVIDED AT MEANS OF EGRESS AND EXIT DISCHARGE

TACTILE EXIT SIGNS 1013.4REQUIRED PROVIDED AT EXIT DISCHARGE

EGRESS COMPONENTS

1010.1.1

DOORS

SIZE 32" WIDE MINIMUM 36" WIDE PROVIDED

PANIC HARDWARE 1010.1.10NOT REQUIRED NOT PROVIDED

TRAVEL DISTANCES

(SEE DRAWINGS)

1017 & 1016.1200' LESS THAN 200' (REFERENCE DRAWING)

GENERAL BUILDING CODE DATA

BUILDING CODE

SECTION

BUILDING OCCUPANCY CH. 3

CLASSIFICATIONS: A-3, S-2

USES: LECTURE HALL, ART GALLERY, MEZZANINE STORAGE

BUILDING AREA: TABLE 506.2 & EQ. 5-2BUILDING TOTAL: 6,000 SQ-FT

MIXED USE, NON-SEPARATED

SEPARATION OF OCCUPANCIES: N/A (NON-SEPARATED PER SECTION 508.3)

BUILDING HEIGHT AND AREA

TYPE:

BUILDING HEIGHT & STORIES: TABLE 504.3 &504.4~25 FT, 1 STORY (W/ MEZZANINE LEVEL)

REQUIRED PROVIDED

40 FT, 1 STORY

CH. 5

CONSTRUCTION CLASSIFICATION V-B TABLE 601

FIRE RESISTANCE RATED CONSTRUCTION

AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED, NOT PROVIDED SECTION 903

TABLE 508.4

OCCUPANT LOAD CALCULATION

SPACE AREA (SF) LOAD FACTOR OCCUPANTS

641 15 43

TOTAL 43

TABLE 1004.5

ALL WORK SHALL COMPLY WITH THE RELATED PROVISIONS OF THE 2017 UNIFORM CODE OF NEW YORK STATE WHICH ADOPTS THE 2020 IBC, ITS REFERENCE STANDARDS, AND

ALL LOCAL LAW REGULATIONS.

APPLICABLE BUILDING CODES:

• 2020 BUILDING CODE OF NEW YORK STATE

• 2020 EXISTING BUILDING CODE OF NEW YORK STATE

• 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE

• 2020 PLUMBING CODE OF NEW YORK STATE

BUILDING ELEMENTS & MATERIALS

INTERIOR FINISHES TABLE 803.13ROOMS AND ENCLOSED SPACES: CLASS C

** TIMBER FRAMES EXEMPT PER SECTION 803.3 **

MEANS OF EGRESS

DESIGN OCCUPANT LOAD = 43 OCCUPANTS

ITEM REQUIRED PROVIDED

FIRE AREAS: N/A TABLE 707.3.10

ALL AREAS

1 2

241 SF

WORK SPACE

443 SF

MEETING ROOM /

OPEN SPACE

51 SF

KITCHEN

46 SF

ADA RESTROOM

40 FEET

87 FEET

30 FEET

1 2

UTILITES/STORAGE

70 FEET

COMBINATION SMOKE/CO DETECTOR

(DIFFERING ALARM SIGNALS)

SD SMOKE DETECTOR

EX EXIT SIGN

INDICATES PATH OF EGRESS

WITH DISTANCE (MAXIMUM)

EXIT DOOR #DOOR__

CODE PLAN LEGEND

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE DOCUMENTS

SHALL BEAR THE SEAL OF THE ALTERING ENGINEER WITH THE

NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF

THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (518) 729-8491

1 8.14.2025 BID SET

As indicated

A001CODE REVIEW

CITY OF ONEONTA

SWART-WILCOX BARN PROJECT

25 WILCOX AVENUE

ONEONTA, NY 13820

JRG

8.14.2025

AJH

2024-011-G

1/4" = 1'-0"

Level 1 CODE REVIEW

1/4" = 1'-0"

Mezzanine CODE REVIEW

WALL

TYPE

UL DESIGN

NUMBER

FIRE

RATING

STC

RATING

E1 N/A N/A N/A

BOTTOM OF WALL

TOP OF WALL

CLAPBORD SIDING

7/16" ZIP SYSTEM PANEL W/ TAPED SEAMS

2x6 WOOD STUD AT 16" O.C. WITH

5 1/2" ROCKWOOL INSULATION (R-23) E1 ONLY

VAPOR RETARDER

INTERIOR FINISH PER SCHEDULE

(2X) 2x6 WOOD

STUD - TOP PLATE

2x6 WOOD STUD -

BOTTOM PLATE

5/8" GYPSUM BOARD

2x6 WOOD STUD AT 16" O.C.

SOUND ATTENUATION BATTS

5/8" GYPSUM BOARD

WALL

TYPE

UL DESIGN

NUMBER

FIRE

RATING

STC

RATING

I1 N/A N/A N/A

5/8" GYPSUM BOARD

2x4 WOOD STUD AT 16" O.C.

5/8" GYPSUM BOARD

(2X) 2x4 WOOD STUD - TOP

PLATE

2x4 WOOD STUD -

BOTTOM PLATE

WALL

TYPE

UL DESIGN

NUMBER

FIRE

RATING

STC

RATING

I2 N/A N/A N/A

(2X) 2x6 WOOD STUD - TOP

PLATE

2x6 WOOD STUD -

BOTTOM PLATE

BOTTOM OF WALL

TOP OF WALL

BOTTOM OF WALL

TOP OF WALL

(E2 - NO INSULATION)

BASEBOARD TRIM,

REF FINISH SCHEDULE

BASEBOARD TRIM,

REF FINISH SCHEDULE

6' - 6"

BOX ROLLER TRACK

DOOR HANGER

ROUGH SAWN 1x4 FRAME

ROUGH SAWN 1x6 VERTICAL BOARDS

END OF DOOR WHEN OPEN

DOOR OPEN LATCH

RAIL BRACKET

DOOR OPENING BEHIND

DOOR HANDLE

DOOR LATCH

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE DOCUMENTS

SHALL BEAR THE SEAL OF THE ALTERING ENGINEER WITH THE

NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF

THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (518) 729-8491

1 8.14.2025 BID SET

As indicated

A002

SCHEDULES AND

DETAILS

CITY OF ONEONTA

SWART-WILCOX BARN PROJECT

25 WILCOX AVENUE

ONEONTA, NY 13820

JRG

8.14.2025

AJH

2024-011-G

EXTERIOR AND INTERIOR WALL TYPES

DOOR SCHEDULE DOOR TYPES

ROOM FINISH SCHEDULE

DOOR

NO.

DOOR

TYPE

DOOR FRAME

HARDWARE

Head Detail

Jamb Detail REMARKSSIZE (w x h) MAT. FINISH MAT. FINISH

101 36" x 80" D2 WD STN WD STN 1 1/A003 2/A003 Marvin Ulitmate Wood Outswing French Door, Model No. UWOFD3068

102 72" x 80" D3 WD STN WD STN 1 1/A003 2/A003 Marvin Ultimate Wood Inswing French Door, Model No. UWIFD6068

103 78" x 84" D4 WD STN WD STN 3 N/A N/A Wood barn door

104 36" x 80" D1 WD STN WD STN 1 1/A003 2/A003 Insulated door

105 36" x 80" D1 WD STN WD STN 1 3/A003 4/A003 Insulated door

106 36" x 80" D1 WD STN WD STN 2 3/A003 4/A003 Insulated door

ACT ACOUSTICAL CEILING TILE

CO CONCRETE

CT CERAMIC TILE

EXP EXPOSED

FRP FIBER-REINFORCED POLYMER

(FIRE RATED)

GB GYPSUM BOARD

PT PAINT

RT INTERLOCKING RUBBER TILE

RW RECLAIMED WOOD

SC SEALED CONCRETE

STN STAIN

VT VINYL TILE

WD WOOD

ROOM

NO. NAME

FLOOR WALLS CEILING

REMARKSMAT. FIN. BASE

NORTH SOUTH EAST WEST

MAT. FIN. HT.MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.

101 MEETING ROOM / OPEN SPACE CO SC WD RW EXP RW EXP RW EXP RW EXP RW EXP -

102 ADA RESTROOM CO SC WD GB PT GB PT GB PT GB PT GB PT -

103 WORK SPACE CO SC WD GB PT GB PT GB PT GB PT GB PT -

103 KITCHEN CO SC WD GB PT GB PT GB PT GB PT GB PT -

201 UTILITIES/ STORAGE RW EXP - RW EXP RW EXP RW EXP RW EXP RW EXP -

D1 D2 D3 D4

FG FIBERGLASS

FW FIBERGLASS, WOOD INTERIOR

PF PRE-FINISHED

PT PAINT

STN STAIN

WD WOOD

NOTES:

1. BASEBOARD TRIM LOCATED AT INTERIOR WALLS ONLY.

HARDWARE GROUP ID:

1. PASSAGE LEVER AND DEADBOLT - SCHLAGE ACCENT PASSAGE LEVER (ADA COMPLIANT) AND SCHLAGE SINGLE CYLINDER DEADBOLT.

2. PRIVACY LEVER AND DEADBOLT - SCHLAGE ACCENT PRIVACY LEVER (ADA COMPLIANT) AND SCHLAGE SINGLE CYLINDER DEADBOLT.

3. SINGLE SLIDING BARN DOOR BOX TRACK SET - RW HARDWARE SERIES 1620. POWDER COATED BALCK.

BARN DOOR

REF DETAIL

3/4" = 1'-0"

BARN DOOR DETAIL

EXTERIOR TRIM

FRAME (SEE

SCHEDULE FOR

TYPES)

DOOR (SEE

SCHEDULE FOR

TYPES)

HEADER

(SEE STRUCTURAL

DRAWINGS)

INTERIOR TRIM

EXTERIOR SIDING

DRIP EDGE FLASHING,

TAPE OVER TOP EDGE

INTERIOR EXTERIOR

CONTINUOUS

EXPANDING

FOAM AT

PERIMETER

ZIP FLASHING TAPE

PER MANUFACTURER

RECOMMENDATIONS

INTERIOR TRIM

EXTERIOR TRIM

DOOR

(SEE SCHEDULE

FOR TYPES)

FRAME

(SEE SCHEDULE

FOR TYPES)

EXTERIOR SIDING

INTERIOR

EXTERIOR

CONTINUOUS

EXPANDING

FOAM AT

PERIMETER

ZIP FLASHING TAPE

PER MANUFACTURER

RECOMMENDATIONS

EXTERIOR TRIM

WINDOW (SEE

SCHEDULE FOR

TYPES)

HEADER

(SEE STRUCTURAL

DRAWINGS)

INTERIOR TRIM

EXTERIOR SIDING

DRIP EDGE FLASHING,

TAPE OVER TOP EDGE

INTERIOR EXTERIOR

CONTINUOUS

EXPANDING

FOAM AT

PERIMETER

ZIP FLASHING TAPE

PER MANUFACTURER

RECOMMENDATIONS

EXTERIOR TRIM

WINDOW (SEE

SCHEDULE

FOR TYPES)

INTERIOR TRIM

EXTERIOR SIDING

INTERIOR EXTERIOR

CONTINUOUS

EXPANDING

FOAM AT PERIMETER

ZIP FLASHING TAPE

PER MANUFACTURER

RECOMMENDATIONS

SILL FLASHING

INTERIOR TRIM

EXTERIOR TRIM

WINDOW

(SEE SCHEDULE

FOR TYPES)

FRAME

(SEE SCHEDULE

FOR TYPES)

EXTERIOR SIDING

INTERIOR

EXTERIOR

CONTINUOUS

EXPANDING

FOAM AT

PERIMETER

ZIP FLASHING TAPE

PER MANUFACTURER

RECOMMENDATIONS

FRAME (SEE

SCHEDULE FOR

TYPES)

DOOR (SEE

SCHEDULE FOR

TYPES)

HEADER

(SEE STRUCTURAL

DRAWINGS)

INTERIOR TRIM

DOOR STOP

INTERIOR WALL,

REF WALL TYPES

FRAME (SEE

SCHEDULE FOR

TYPES)

DOOR (SEE

SCHEDULE FOR

TYPES)

INTERIOR WALL,

REF WALL TYPES

INTERIOR TRIM

DOOR STOP

T/SILL (TIMBER)

14' - 4 1/2"

5/8" STRUCTURAL I ZIP ROOF

SHEATHING. NAIL W/ 10d NAILS 6"

OC BOUNDARY, 12" OC FIELD

2x SOLID BLOCKING W/ 0.148" DIA x 3" TOENAILS @ 10" OC

ROOF FRAMING, REF PLAN

CONT DBL TOP PL

EXTERIOR 2x6 WALL

WOOD BARN BOARD

WALL FINISH

WOOD CLAPBOARD SIDING

MIN 15/32" STRUCTURAL I ZIP

SHEATHING, TAPE ALL SEAMS

40-YEAR ARCHITECTURAL

SHINGLES

WOOD SOFFIT

ICE AND WATER SHEILD

ALUMINUM DRIP EDGE

WOOD BARN BOARD

CEILING FINISH

RECLAIMED TIMBER FRAMEWOOD FASCIA

10d NAILS @ 6" OC WALL PANEL

EDGE NAILING

1' - 0"

SIMPSON H1 CLIP AT

EACH RAFTER

SIMPSON A35 @ XX" OC

5/8" STRUCTURAL I ZIP ROOF

SHEATHING. NAIL W/ 10d NAILS 6"

OC BOUNDARY, 12" OC FIELD

MIN 15/32" STRUCTURAL I ZIP

SHEATHING, TAPE ALL SEAMS

40-YEAR ARCHITECTURAL

SHINGLES

WOOD SOFFIT

ICE AND WATER SHEILD

ALUMINUM DRIP EDGE

WOOD BARN BOARD

CEILING FINISH

WOOD FASCIA

10d NAILS @ 6" OC WALL PANEL

EDGE NAILING

ROOF EDGE NAIL

2x CONT BLKG BETWEEN OUTLOOKERS W/ 0.148" DIA x 3"

TOE NAILS AT 8" OC

2x4 OUTLOOKERS @ 24" OC

MIN (2) 0.148" DIA x 3"

NAILS

2x ROOF JOIST, REF PLAN

SIMPSON H1 CLIP AT

EACH OUTLOOKER

REF PLAN

SPACING, MIN

3/4 ROOF JOIST

WOOD CLAPBOARD SIDING

EXTERIOR 2x6 WALL 2x NAILER FOR CEILING

FINISH

WOOD BARN BOARD

WALL FINISH

5/8" STRUCTURAL I ZIP ROOF

SHEATHING. NAIL W/ 10d NAILS 6"

OC BOUNDARY, 12" OC FIELD

40-YEAR ARCHITECTURAL

SHINGLES

ICE AND WATER SHEILD

WOOD BARN BOARD

CEILING FINISH

ROOF EDGE NAILING

RIDGE BEAM, REF PLAN

VENTED RIDGE CAP

2x ROOF JOIST, REF PLAN

SIMPSON LUS28 HANGER

WRAP BEAM WITH

RECLAIMED WOOD

RECLAIMED TIMBER

FRAME

DATE:

DRAWN BY:

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE DOCUMENTS

SHALL BEAR THE SEAL OF THE ALTERING ENGINEER WITH THE

NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF

THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (518) 729-8491

1 8.14.2025 BID SET

1 1/2" = 1'-0"

A003

ARCHITECTURAL

DETAILS

CITY OF ONEONTA

SWART-WILCOX BARN PROJECT

25 WILCOX AVENUE

ONEONTA, NY 13820

JRG

8.14.2025

AJH

2024-011-G

1 1/2" = 1'-0"

EXTERIOR DOOR HEAD

1 1/2" = 1'-0"

EXTERIOR DOOR JAMB

1 1/2" = 1'-0"

WINDOW HEAD

1 1/2" = 1'-0"

WINDOW SILL

1 1/2" = 1'-0"

WINDOW JAMB

1 1/2" = 1'-0"

INTERIOR DOOR HEAD

1 1/2" = 1'-0"

INTERIOR DOOR JAMB

1 1/2" = 1'-0"

ROOF EAVE DETAIL

1 1/2" = 1'-0"

ROOF RAKE DETAIL

1 1/2" = 1'-0"

ROOF RIDGE DETAIL

SCALE:

REVIEWED BY:

PROJECT NO.:

MARK DATE DESCRIPTION

IN ACCORDANCE WITH NEW YORK STATE EDUCATION LAW, IT IS A

VIOLATION FOR ANY PERSON, UNLESS ACTION UNDER THE

DIRECTION OF A PROFESSIONAL ENGINEER, TO ALTER THESE

DOCUMENTS IN ANY WAY. ANY MODIFICATION TO THESE DOCUMENTS

SHALL BEAR THE SEAL OF THE ALTERING ENGINEER WITH THE

NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND

THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF

THE ALTERATION.

464 Main Street Oneonta, NY 13820 Phone: (518) 729-8491

1 8.14.2025 BID SET

A004

EXISTING BARN

PHOTOS

CITY OF ONEONTA

SWART-WILCOX BARN PROJECT

25 WILCOX AVENUE

ONEONTA, NY 13820

JRG

8.14.2025

AJH

2024-011-G

NTS

TIMBER FRAME PERSPECTIVE VIEW

EXISTING BARN PHOTOS

RECLAIMED TIMBER FRAME BARN RELOCATION NOTES:

1. THE EXISTING TIMBER FRAME BARN LOCATED AT 405 WIGHTMAN ROAD, MILFORD, NEW YORK IS TO BE RELOCATED

AND REPURPOSED FOR INSTALLATION AT THE SWART-WILCOX PROJECT SITE.

2. THE BARN IS TO BE DISASSEMBLED BY THE OWNERS AND ORGANIZED AT THE BARN SITE FOR PICKUP BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERS ALL MEANS NECESSARY FOR THE

RELOCATION AND REASSEMBLY OF THE BARN AT THE SWART-WILCOX SITE.

3. FIELD VERIFY ALL EXISTING BARN DIMENSIONS, FRAMING MEMBER SIZES, FRAMING CONNECTIONS, FINISH MATERIAL

DIMENSIONS, ETC.

4. CONTRACTOR SHALL CHECK ALL FRAMING MEMBERS FOR SIGNIFICANT DEGRADATION.

5. DISASSEMBLY OF THE STRUCTURE SHALL INCLUDE TAGGING ALL EXISTING FRAMING MEMBERS FOR REASSEMBLY.

6. THE FRAME SHALL BE REASSEMBLED UTILIZING EXISTING PINNED MORTISE AND TENON CONNECTIONS. THE CONNECTIONS MAY BE MODIFIED AND AUGMENTED AS NECESSARY FOR CONSTRUCTION. CONNECTION MODIFICATION AND AUGMENTATION SHALL BE DONE IN A MANNER CONSISTENT WITH THE CONSTRUCTION

TECHNIQUES OF THE EXISTING FRAME. ALL FASTENERS SHALL BE CONCEALED.

7. THE MATERIALS FROM THE TWO OTHER ATTACHED BARNS MAY ALSO BE USED IN THE RECONSTRUCTION OF THE BARN.

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