2026_09_29 Greenville Salt Shed Contract Drawings (ID 3693207).pdf

Sheet Number

Project Number

PROJECT

LOCATION

TOWN OF GREENVILLE

DAVID ZUBIKOWSKI TOWN SUPERVISOR

G001

2323.003.001

SEPTEMBER 2026

TOWN OF GREENVILLE

SALT STORAGE FACILITY

CONTRACT NO. 1 - GENERAL CONSTRUCTION

1537 US-6, PORT JERVIS

ORANGE COUNTY, NEW YORK

PROJECT LOCATION MAP

NOT TO SCALE

PREPARED AND APPROVED BY

PROFESSIONAL ENGINEERS LICENSE NO.

DATE SIGNED

EXPIRATION DATE:

NYS CERTIFICATE # 0021642, 0020588, 0019903, 0019905, 0020336

CHRISTIAN M. BERTRAM, P.E.

NEW YORK

091597 07/31/2027

DRAWING INDEX

SHEET NO. SHEET TITLE

G001 COVER SHEET

G002 GENERAL NOTES AND LEGEND

C100 EXISTING CONDITIONS AND DEMOLITION PLAN

C101 SITE LAYOUT PLAN

C102 SITE GRADING, DRAINAGE & EROSION CONTROL PLAN

C501 CIVIL DETAILS

S001 GENERAL STRUCTURAL NOTES

S101 SALT STORAGE BUILDING FOUNDATION PLAN

S102 SALT STORAGE BUILDING FRAMING PLAN

S201 SALT STORAGE BUILDING ELEVATIONS

S301 SALT STORAGE BUILDING SECTION

S302 SALT STORAGE BUILDING SECTIONS

S501 FOUNDATION DETAILS

S502 TYPICAL FRAMING DETAILS

S503 ANCHOR PLATE DETAILS

SITE ZONING STATISTICS

DISTRICT BALANCE OF TOWN

USE MUNICIPAL BUILDINGS,

STRUCTURES AND USES

SBL 7-1-27.1

OWNER TOWN OF GREENVILLE

PROPERTY

CLASS

652 - GOVERNMENT

BUILDINGS

SCHOOL

DISTRICT 333801 - MINISINK VALLEY

AREA ±209.68 AC

PREPARED AND APPROVED BY

PROFESSIONAL ENGINEERS LICENSE NO.

DATE SIGNED

EXPIRATION DATE:

CHRISTOPHER M. KWASNIEWSKI, P.E.

NEW YORK

081520 04/30/2027

SHEETS G001, G002, AND C100 - C501 SHEETS S001 - S503

09/23/2026 09/28/2026

EXISTING LEGEND:

EXISTING STRUCTURE

EXISTING EDGE OF PAVEMENT

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING DRAINAGE DITCH CENTERLINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING DECIDUOUS TREE

EXISTING WATER VALVE

EXISTING LIGHT POLE

PROPOSED LEGEND:

PROPOSED LIMITS OF GRAVEL REMOVAL

PROPOSED STRUCTURE

PROPOSED ASPHALT PAVEMENT

PROPOSED GRAVEL CONSTRUCTION ENTRANCE

PROPOSED TEMPORARY STOCKPILE AREA

PROPOSED TEMPORARY STONE CHECK DAM

PROPOSED DRIVEWAY CENTERLINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED LIMIT OF DISTURBANCE

PROPOSED SILT FENCE

PROPOSED UNDERGROUND ELECTRIC LINE

PROPOSED UNDERGROUND WATER SERVICE LINE

PROPOSED UNDERGROUND STORM LINE

PROPOSED EROSION CONTROL BLANKET

PROPOSED CONCRETE PAD

PROPOSED HOLDING TANK

PROPOSED NYLOPLAST CATCH BASIN

PROPOSED DRAINAGE SWALE INVERT GRADELINE

GE

N

ER

AL

N O

TE

S

AN

D

LE

GE

N D

G002

LP

R/

KM

G

CM

B

C M

B

AS SHOWN

GENERAL NOTES:

1. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES,

AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATIONS OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND EXTENT OF ALL UNDERGROUND STRUCTURES AND UTILITIES PRIOR TO ANY DIGGING OR CONSTRUCTION ACTIVITIES IN THEIR VICINITY. THE CONTRACTOR SHALL HAVE ALL THE EXISTING UTILITIES FIELD STAKED BEFORE STARTING WORK BY CALLING 1-800-962-7962.

2. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH APPLICABLE NATIONAL, STATE, AND

LOCAL CODES, PERMITS, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

3. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN

ACCORDANCE WITH THE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND SEALED BY A NEW

YORK STATE PROFESSIONAL ENGINEER.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE

DRAINAGE DURING THE COURSE OF WORK.

5. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR

PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD AS CONDITION AS BEFORE

BEING DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS, AND OR

HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. CONTRACTOR SHALL MAINTAIN FLOW FOR ALL EXISTING UTILITIES. CONTRACTOR SHALL ALSO TAKE ALL NECESSARY STEPS AND PRECAUTIONS DURING CONSTRUCTION TO PROTECT ALL NEIGHBORING

AND DOWNSTREAM PROPERTIES FROM FLOODING OR OTHER CONSTRUCTION-RELATED DAMAGE.

7. ALL ASPHALT PAVEMENT RESTORATION SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR.

8. CONTRACTOR SHALL KEEP THE WORK AREA CLEAN ON A DAILY BASIS.

9. TRAFFIC CONTROL AND DEVICES TO BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. THE

CONTRACTOR SHALL NOTIFY THE TOWN 48 HOURS IN ADVANCE OF ANY WORK. THE CONTRACTOR

SHALL NOT WORK OR EXECUTE ANY PORTION OF THIS PROJECT IF PROPER TRAFFIC CONTROL IS NOT

PRESENT.

10. THE CONTRACTOR SHALL NOT LEAVE OPEN ANY HOLES OR TRENCHES OVERNIGHT OR DURING ANY

TIME NOT ACTIVELY WORKING ON THE PROJECT.

11. REFER TO STRUCTURAL DRAWINGS FOR PRECISE BUILDING DIMENSIONS.

12. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE

SHOWN ON THE PLANS. THE CONTRACTORS WORK SHALL NOT VARY FROM THE PLANS WITHOUT

THE EXPRESSED APPROVAL FROM THE ENGINEER.

13. IN ALL TRENCH EXCAVATIONS, CONTRACTOR MUST LAY THE TRENCH SIDE SLOPES BACK TO A SAFE SLOPE, USE A TRENCH SHIELD, OR PROVIDE SHEETING AND BRACING. THE MEANS AND METHODS

SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER.

14. IF SUSPICIOUS AND/OR HAZARDOUS MATERIAL IS ENCOUNTERED DURING

DEMOLITION/CONSTRUCTION, ALL WORK SHALL STOP AND THE ORANGE COUNTY HEALTH

DEPARTMENT AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

SHALL BE NOTIFIED IMMEDIATELY. WORK SHALL NOT RESUME UNTIL THE DEVELOPER HAS

OUTLINED APPROPRIATE ACTION FOR DEALING WITH THE WASTE MATERIAL AND THE

DEVELOPMENT PLANS ARE MODIFIED AS MAY BE NECESSARY.

15. EXCAVATED WASTE MATERIAL REMOVED FROM THE SITE SHALL BE PLACED AT A LOCATION

ACCEPTABLE TO THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION.

16. ALL EXISTING SURFACE APPURTENANCES (I.E. WATER VALVES, CATCH BASIN FRAMES AND GRATES, MANHOLE COVERS) WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO FINISHED GRADE. AREAS DISTURBED OR DAMAGED AS PART OF THIS PROJECT'S CONSTRUCTION THAT ARE OUTSIDE OF THE PRIMARY WORK AREA SHALL BE RESTORED, AT THE CONTRACTOR'S EXPENSE, TO THE SATISFACTION

OF THE OWNER'S REPRESENTATIVE.

17. UNLESS COVERED BY CONTRACT SPECIFICATIONS OR AS NOTED ON THE PLANS, ALL WORK SHALL

CONFORM TO THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS DATED JANUARY 1, 2024 AND ANY SUBSEQUENT REVISIONS.

18. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS

PATCHING, BLOCKING, TRIMMING, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK

COMPLETE.

THE CONTRACTOR SHALL:

18.1. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE

ENGINEER OF ANY DISCREPANCIES.

18.2. EXAMINE THE SITE AND INCLUDE IN HIS/HER WORK THE EFFECT OF ALL EXISTING CONDITIONS

OF THE WORK

18.3. PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH THE

RECOGNIZED GOOD STANDARD PRACTICE.

GRADING NOTES

1. OWNER WILL ROUGH GRADE BUILDING PAD AREA TO FINISH GRADE ±6 INCHES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF GRADE TO ALL DISTURBED AREAS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION CONTROL MEASURES AT ALL

TIMES.

3. ALL INLETS TO THE STORM SEWER SHALL HAVE STONE DROP INLET PROTECTION PROVIDED BY THE

OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BEST MANAGEMENT

PRACTICES (BMP'S) UNTIL GROUND COVER IS ESTABLISHED.

4. SILT FENCE, JUTE MESH, AND/OR EROSION CONTROL BLANKETS WILL BE USED ON SLOPES STEEPER

THAN 3:1 AND WHEREVER NECESSARY TO CONTROL EROSION AND SILTATION OF EXISTING

DRAINAGE SYSTEMS AS ORDERED BY THE ENGINEER OR SPECIFIED ON PLANS.

5. THE CONTRACTOR SHALL DESIGNATE A TRAINED MEMBER OF HIS/HER FIRM TO BE RESPONSIBLE TO

MONITOR EROSION CONTROL, EROSION CONTROL STRUCTURES, TREE PROTECTION AND

PRESERVATION THROUGHOUT CONSTRUCTION IN ACCORDANCE WITH THE APPROVED STORM

WATER POLLUTION PREVENTION PLAN (SWPPP).

6. ALL DISTURBED AREAS SHALL BE PROTECTED FROM EROSION EITHER BY MULCH OR TEMPORARY

SEEDING WITHIN 14 DAYS OF DISTURBANCE.

7. SLOPE SIDES OR EXCAVATIONS TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL THE COMPLETION OF BACKFILLING. BACKFILL EXCAVATION AS PROMPTLY AS WORK PERMITS, BUT NOT

WITHOUT ACCEPTANCE BY ENGINEER OF CONSTRUCTION BELOW FINISH GRADE.

8. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND DELETERIOUS MATERIAL. COMPACT ALL

TRENCH BACKFILL TO 95% STANDARD PROCTOR.

9. GRAVEL AND SUB-BASE SHALL BE LAID IN 6" LIFTS AND SHALL CONFORM TO THE TYPICAL SECTION FOR PAVEMENT. ALL HOLES AND DEPRESSIONS SHALL BE FILLED WITH GRAVEL AND RE-ROLLED.

WM WM

SS

E E E

ABBREVIATIONS:

AAD AUTOMATIC AIR DAMPER

ACT ACOUSTICAL CEILING TILE

ALUM ALUMINUM

BLDG BUILDING

BSMT BASEMENT

BOT BOTTOM

BUR BUILT UP ROOF

CB CATCH BASIN

C/C CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CFM CUBIC FEET PER MINUTE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNITS

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPP CORRUGATED POLYETHYLENE PIPE

CPT CARPET

CT CERAMIC TILE

DEMO DEMOLISH, DEMOLITION

DN DOWN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E.F. EACH FACE

E.W. EACH WAY

EA EACH

EC ELECTRICAL CONTRACTOR

ELEC ELECTRICAL

ELEV ELEVATION

EMBED EMBEDMENT

EPS EXPANDED POLYSTYRENE

EQUIP EQUIPMENT

E.S.P EXTERNAL STATIC PRESSURE

EW EACH WAY

EXP EXPOSED

EXP ANCHOR EXPANSION ANCHOR

EXT EXTERIOR

EX, EXIST EXISTING

FIN FLR FINISHED FLOOR

FLA FULL LOAD AMPS

FND FOUNDATION

FPM FEET PER MINUTE

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

HBD HARDBOARD

HC HANDICAP

HM HOLLOW METAL

HP HORSE POWER

HZ HERTZ

INSUL NSULATION

IGU INSULATED GLASS UNIT

INV INVERT

JT JOINT

L ANGLE

LAM LAMINATE

MANUF MANUFACTURER

MAS MASONRY

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MIN MINIMUM

MR MOISTURE RESISTANT

MTL METAL

MO MASONRY OPENING

NAT NATURAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/C ON CENTER

OD OUTSIDE DIAMETER

PEMB PRE-ENGINEERED METAL BUILDING

PERF PERFORATED

PL PLATE

PLAS PLASTIC

PLYWD PLYWOOD

PNT PAINT

PT PRESSURE TREATED

PPT PRESSURE PRESERVATIVE TREATED

PVMT PAVEMENT

QT QUARRY TILE

R RISER

RD ROOF DRAIN

RAD RADIUS

REQ'D REQUIRED

RO ROUGH OPENING

SC SOLID CORE

SAN SANITARY

SHT SHEET

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STL STEEL

SUS SUSPENDED

SV SHEET VINYL

T TREAD

T/ TOP OF

T&B TOP AND BOTTOM

TEMP TEMPERED

TYP TYPICAL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

W.G WATER GAUGE

NYS EXP.:

N

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C

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SEPTEMBER 2026

2323.003.001

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REVISIONS

LIMITS OF

DISTURBANCE: ±42,658

SFT ±0.98 AC

W

E E

E E

E E

E E

E

EXISTING UNDERGROUND ELECTRIC LINE

TO REMAIN. TOWN TO VERIFY THE

LOCATION, PRIOR TO CONSTRUCTION.

EXISTING ONSITE WELL

TO REMAIN AND PROTECTED

DURING CONSTRUCTION

EXISTING

GRAVEL TO BE

REMOVED BY

TOWN

EXISTING UTILITY LIGHT POLE BE

DE-ENERGIZED BY ELECTRICAL

CONTRACTOR (EC)

GENERAL CONTRACTOR (GC) TO

REMOVE AND RELOCATE NYS EXP.:

N

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2323.003.001

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REVISIONS

TRUENORTH

20' 1"=20'

0 20' 40'

NYS EXP.:

N

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C

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Project Number

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SEPTEMBER 2026

2323.003.001

REVISIONS

TRUENORTH

20' 1"=20'

0 20' 40'

EX

IS

TI

N

G

CO

N

DI

TI

O

N S

AN

D

DE

M

O

LI

TI

O

N P

LA

N

C100

LP

R/

KM

G

CM

B

C

B

AS SHOWN

R90'

R50'

R20'

R20'R20'R25'

NEW ASPHALT

PAVEMENT BY

TOWN

PROPOSED DRAINAGE

SWALE BY TOWN

PROPOSED DRAINAGE

SWALE BY TOWN

PROPOSED UNDERGROUND

ELECTRIC BY TOWN

NEW 80' x 104'

SALT SHED BY

GENERAL

CONTRACTOR

(8,320 SFT)

SNOW

STORAGE

AREA

R10'

R10'

R20'

S

S2,000 GALLON

HOLDING TANK

INV: 932.63

BY TOWN STORM INLET #1

10" NYLOPLAST

DRAIN BASIN BY TOWN

TF: 934.50

INV: 933.25

31 LFT 6" PVC

SDR35 @ 2%

W

PROPOSED 1" HDPE SDR 11

WATER SERVICE BY TOWN

E E

E E

E E

E E

E

WM

W M

W M

STORM INLET #2

10" NYLOPLAST

DRAIN BASIN BY TOWN

TF: 934.50

INV: 933.25

6" PVC

INV 932.01

59 LFT 6" PVC

SDR35 @ 2.10%

BY TOWN

8"-THICK HEAVY-DUTY

CONCRETE WASH PAD BY TOWN

OPTIONAL PARKING LOT LIGHTING

STANDARD WITH CONCRETE BASE. BASES

TO BE INSTALLED BY BY TOWN. LIGHTS

AND WIRING TO BE INSTALLED BY TOWN.

(TYP OF 3)

20'

60'

20'

64' 104'

80'

20'

30'

20'

PROPOSED STEEL

AND CONCRETE

BOLLARD (TYP)

BY TOWN

EXISTING GARAGE

OPTIONAL UNDERGROUND

BY TOWN

31 LFT 8" PVC

SDR35 @ 0.50%

BY TOWN

8" PVC

INV 918.558" PVC

INV 918.40

PROPOSED UNDERGROUND ELECTRIC

TO HIGH WATER ALARM BY TOWN NEW ASPHALT PAVEMENT

AND SUB BASE INSIDE OF

BUILDING BY TOWN

NYS EXP.:

N

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SEPTEMBER 2026

2323.003.001

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REVISIONS

TRUENORTH

20' 1"=20'

0 20' 40'

SI

TE

L

AY

O U

T

PL

AN

C101

LP

R/

KM

G

CM

B

C

B

AS SHOWN

SCOPE OF WORK BY

GENERAL CONTRACTOR

('BASE BID' AS INDICATED ON THESE

DRAWINGS. 'ALTERNATE' BASED ON THESE

DRAWINGS AS MODIFIED IN SECTION 13 37 00.)

0+

0+

1+00

1+50

2+00 2+50

3+00 3+50

4+00 4+06

LIMITS OF

DISTURBANCE: ±42,658

SFT ±0.98 AC

NEW 80' x 104'

SALT SHED BY

GENERAL

CONTRACTOR

(8,320 SFT)

PROPOSED SILT

FENCE (TYP) BY

TOWN

MATCH LINE

AND GRADE

PROVIDE EROSION CONTROL BLANKET

OR JUTE MESH ON ALL SLOPES 1:3 OR

GREATER (TYP) BY TOWN

PROPOSED 75' GRAVEL

CONSTRUCTION ENTRANCE

BY TOWN

MATCH LINE

AND GRADE

PROPOSED TEMPORARY

STOCKPILE LOCATION

BY TOWN

PROPOSED SILT

FENCE (TYP) BY

TOWN

STONE CHECK

DAM (TYP) BY

TOWN

S S

W

E E

E E

E E

E E

E

WM

W M

W M

935.40

935.25

935.50

935.50

934.80

934.20

933.80

934.54935.00

935.00 935.00

934.50

935.00934.61

935.35

935.50

935.13

933.89

932.94

930.61

930.29

932.78

924.64

924.24

919.31

919.07

933.43 933.48

935.50

935.50

935.40

935.15

934.47

934.55 934.47

929931

0+

0+

1+00

1+50

2+00 2+50

3+00 3+50

4+00 4+06

DRIVEWAY

CENTERLINE

(SEE PROFILE)

7.

6%

918.55

918.40

NYS EXP.:

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SEPTEMBER 2026

2323.003.001

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REVISIONS

TRUENORTH

20' 1"=20'

0 20' 40'

SI

TE

G

RA

DI

N

G, D

RA

IN

AG

E

AN

D

EO

RO

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O N

TR

O

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PL

AN

C102

LP

R/

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G

CM

B

C

B

AS SHOWN

SCOPE OF WORK BY

GENERAL CONTRACTOR

('BASE BID' AS INDICATED ON THESE DRAWINGS.

'ALTERNATE' BASED ON THESE DRAWINGS AS

MODIFIED IN SECTION 13 37 00.)

NYS EXP.:

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SEPTEMBER 2026

2323.003.001

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REVISIONS

CI

VI

L

DE

TA

IL

S

C501

LP

R

CM

B

C M

B

AS SHOWN

CONCRETE WASHOUT NOTES:

1. LOCATE WASHOUT FACILITY ON FLAT GRADE A MINIMUM OF 50 FEET AWAY FROM OPEN

CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES

AND AWAY FROM CONSTRUCTION TRAFFIC.

2. SIZE WASHOUT FACILITY FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3

FEET DEEP.

3. COMPOST FILTER SOCKS MAY BE DIRECT SEEDED AT TIME OF INSTALLATION.

4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.

5. INSPECT WASHOUT DAILY. KEEP PRACTICE WATER TIGHT. EMPTY OR REPLACE WASHOUT

STRUCTURE THAT IS 50 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO

NOT REUSE COMPOST FILTER SOCKS. WET-VACUUM STORED LIQUIDS THAT HAVE NOT

EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS,

REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS,

WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND

EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.

6. ALTERNATIVE CONSTRUCTION USING STRAW BALES AND 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING MAY BE APPROVED BY ENGINEER PRIOR TO INSTALLATION

GRADE

TEMPORARY PLASTIC BARRIER FENCE NOTES:

1. TEMPORARY PLASTIC BARRIER FENCE IS INTENDED TO PROTECT SENSITIVE SITE FEATURES. INSTALL FENCE AT THE LOCATIONS SHOWN ON PLANS

OR WHERE DIRECTED BY THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. SPACE WARNING SIGNS A MINIMUM OF ONE EVERY 300 FEET. THE SIZE OF EACH SIGN MUST BE A MINIMUM OF 1.5' x 2' WITH 4" BLACK

LETTERS ON A WHITE BACKGROUND. THE SIGN MUST CONTAIN THE FOLLOWING LANGUAGE:

"PROTECTED AREA - KEEP OUT"

3. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN THE BOUNDARIES OF THE PROTECTED AREA FENCING.

4. TEMPORARY PROTECTION AREA FENCING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.

5. ALL MATERIALS REQUIRED TO FURNISH AND INSTALL THE FENCING AND WARNING SIGNS AS DETAILED ON THE PLANS AND AT THE DIRECTION

OF THE ENGINEER SHALL BE PAID FOR UNDER THE UNIT PRICE BID ITEM.

ATTACH SIGN TO POST UV-STABILIZED HDPE MESH

HIGH-VISIBILITY ORANGE

4'-0" C/C

MIN.

4'-0"

MIN.

2'-0"

MIN.

RIGID METAL OR WOOD POSTS

DUST CONTROL NOTES:

TEMPORARY METHODS:

1. MULCHES: IN ACCORDANCE WITH THE APPROVED SWPPP.

2. VEGETATIVE COVER: IN ACCORDANCE WITH THE APPROVED SWPPP.

3. ADHESIVES: USE ON MINERAL SOILS ONLY (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE

AREAS. THE FOLLOWING TABLE MAY BE USED FOR GENERAL GUIDANCE.

TYPE OF WATER TYPE OF APPLY

EMULSION DILUTION NOZZLE GAL/AC.

LATEX EMULSION 12.5:1 FINE SPRAY 235

RESIN-IN-WATER EMULSION 4.1 FINE SPRAY 300

ACRYLIC EMULSION (NON-TRAFFIC) 7:1 COARSE SPRAY 450

ACRYLIC EMULSION (TRAFFIC) 3.5:1 COARSE SPRAY 350

4. TILLAGE: FOR EMERGENCY TEMPORARY TREATMENT, SCARIFY THE SOIL SURFACE TO PREVENT OR

REDUCE THE AMOUNT OF BLOWING DUST UNTIL A MORE APPROPRIATE SOLUTION CAN BE

IMPLEMENTED. BEGIN THE TILLAGE OPERATION ON THE WINDWARD SIDE OF THE SITE USING A

CHISEL-TYPE PLOW FOR BEST RESULTS.

5. SPRINKLING: SPRINKLE SITE WITH WATER UNTIL THE SURFACE IS MOIST. REPEAT AS NEEDED.

6. CALCIUM CHLORIDE: APPLY AS FLAKES OR GRANULAR MATERIAL WITH A SPREADER AT A RATE THAT

WILL KEEP THE SOIL SURFACE MOIST. RE-APPLY AS NECESSARY.

7. BARRIERS: PLACE BARRIERS SUCH AS SOLID BOARD FENCES, SNOW FENCES, HAY BALES, ETC. AT RIGHT

ANGLES TO THE PREVAILING AIR CURRENTS AT INTERVALS OF APPROX. 10X THEIR HEIGHT.

PERMANENT METHODS:

8. VEGETATIVE COVER: IN ACCORDANCE WITH THE APPROVED SWPPP.

9. STONE: APPLY LAYER OF CRUSHED STONE OR COARSE GRAVEL TO PROTECT SOIL SURFACE.

2"x2"x36" WOODEN

STAKE AT 5' O.C. STACKED 18" DIA.

COMPOST FILTER SOCK

MAX. DEPTH OF CONTAMINATED

WATER IS 50% OF STACKED FILTER

RING HEIGHT

PUMP CONTAMINATED WATER

INTO CONCRETE WASHOUT

STACKED 18" DIA.

COMPOST FILTER SOCK

2"x2"x36" WOODEN

STAKE AT 5' O.C.

12" MIN.

EXIST. GRADE

PLASTIC BARRIER FENCE

NOT TO SCALE1

CONCRETE WASHOUT

NOT TO SCALE

DUST CONTROL

NOT TO SCALE

NYSDEC SIGNAGE

NOT TO SCALE

MATERIALS, SIZE, AND COLORS:

· SIZE: HORIZONTAL FORMAT 48" WIDE BY 24" TALL.

· CONSTRUCTION MATERIALS: ALUMINUM BLANK SIGN BOARDS WITH VINYL SHEETING.

· COLOR SCHEME:

· TYPE SPECIFICATIONS:

· PRODUCTION NOTES: 48" WIDE X 24" TALL ALUMINUM BLANKS WILL BE COVERED WITH VINYL SHEETING FOR APPLICATION OF

ARTWORK. ARTWORK WILL BE SILK SCREENED ON THIS SURFACE.

· BACKGROUND - PMS288C

· BUILDING TODAY FOR A BETTER TOMORROW" GRAPHIC:

· NYS/DEC LOGO - WHITE

· "FUNDING FOR THIS PROJECT PROVIDED BY A CWIA/EPF WATER QUALITY IMPROVEMENT PROJECT GRANT" GRAPHIC - PMS130C

· "KATHY HOCHUL, GOVERNOR" AND "AMANDA LEFTON, COMMISSIONER" GRAPHICS - WHITE

· TEXT: PROJECT APPLICANT AND PROJECT NAME - WHITE

· RECTANGULAR BEAM - PMS130C

· HOOKS - WHITE

· TEXT "BUILDING TODAY FOR" - PMS288C

· TEXT "A BETTER TOMORROW" - WHITE

· ALL TYPE IS PROXIMA NOVA BOLD.

· FORMAT IS: CENTER EACH LINE OF COPY WITH TITLE CASE CAPITALIZATION.

INSTALLATION:

· THE SIGN SHALL BE INSTALLED WITHIN 1 WEEK OF COMMENCEMENT OF WORK.

· THE SIGN SHALL BE ERECTED IN A PROMINENT LOCATION AND SECURED FROM VANDALISM.

· SIGN MUST BE MAINTAINED FOR AT LEAST 1 YEAR AFTER CONSTRUCTION COMPLETION AND

· REMAIN PLUMB, LEVEL, AND IN GOOD CONDITION.

CONTENT:

· PDF FILES TO BE PROVIDED TO CONTRACTOR FOR PRINTING.

· THE SIGN SHALL BE FABRICATED BY A PROFESSIONAL SIGN MANUFACTURER.

· LETTERING AND STRIPING SHALL BE UNIFORM WITH SHARP, NEAT PROFILES.

· THE SIZE OF TEXT AND LOGOS MUST BE PROPORTIONAL TO THAT SHOWN ON THE SIGN TEMPLATE.

TOWN OF GREENVILLE

AMANDA LEFTON, COMMISSIONER

SALT STORAGE FACILITY

TOWN OF GREENVILLE

STRUCTURAL DESIGN CRITERIA:

ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE 2025 BUILDING CODE OF NEW YORK STATE (BCNYS)

DESIGN LOADS:

RISK CATEGORY: I

FLOOR LIVE LOADS: N/A

ROOF LIVE LOADS:

MINIMUM ROOF LIVE LOAD 20 PSF

ROOF TRUSS LOADS:

TOP CHORD DEAD LOADS 10 PSF

BOTTOM CHORD DEAD LOADS 5 PSF

BOTTOM CHORD COLLATERAL LOADS 5 PSF

ROOF SNOW LOAD DATA:

GROUND SNOW LOAD, pg = 64 PSF ALLOWABLE STRESS DESIGN GROUND SNOW LOAD, Pg(asd) = 44.8 PSF SNOW EXPOSURE FACTOR, Ce = 1.0 THERMAL FACTOR, Ct = 1.20 FLAT ROOF SNOW LOAD, pf = 53.8 PSF SLOPE FACTOR, Cs = 1.00 SLOPED ROOF SNOW LOAD, pS = 53.8 PSF

SNOW DRIFTS: N/A

WINTER WIND PARAMETER FOR SNOW DRIFT, w2 = 0.55

ROOF RAIN LOAD DATA:

RAIN INTENSITY: 15-MINUTE PRECIPITATION i = 6.37 IN/HR

60-MINUTE PRECIPITATION i = 2.8 IN/HR

WIND DESIGN DATA:

BASIC DESIGN WIND SPEED, V = 104 MPH

ALLOWABLE STRESS DESIGN WIND SPEED, Vasd = 81 MPH

WIND EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFFICIENT, GCPI = +/- 0.018

DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING:

(NOTES: NEGATIVE VALUES INDICATE LOADS AWAY FROM SURFACE)

ROOF:

TYPICAL: 8.0 PSF / -45.5 PSF

EDGES: 8.0 PSF / -45.5 PSF

CORNERS: 8.0 PSF / -70.4 PSF

WALL:

TYPICAL: 20.5 PSF / -23.0 PSF

CORNERS: 20.5 PSF / -30.8 PSF

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR, Ie = 1.00

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: SS = 0.21

S1 = 0.046

SITE CLASS: C

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SDS = 0.14

SD1 = 0.04

SEISMIC DESIGN CATEGORY, SDC:

BASIC SEISMIC FORCE-RESISTING SYSTEM:

BUILDING FRAME SYSTEM: LIGHT-FRAME WALLS WITH SHEAR PANELS

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

SEISMIC RESPONSE COEFFICIENT, CS = 0.056

RESPONSE MODIFICATION COEFFICIENT, R = 2.5

DESIGN BASE SHEAR: V = 3.263 KIPS

GEOTECHNICAL DESIGN DATA:

DESIGN FROST DEPTH: 48 INCHES

DESIGN SOIL LOAD-BEARING PRESSURE: 3,000 PSF

CONCRETE NOTES (REFERENCE DIVISION 03 SPECIFICATIONS):

1. ALL CONCRETE SHALL BE BATCHED, TRANSPORTED, CONVEYED, PLACED, CURED, AND TESTED IN ACCORDANCE WITH ACI 301, ACI 318, AND CHAPTER 19 OF THE BUILDING CODE, AND AS SPECIFIED HEREIN.

2. CONCRETE MIX DESIGNS:

a. ALL GENERAL USE CONCRETE SHALL BE AIR ENTRAINED AND HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF 5,000 PSI, UNLESS INDICATED OTHERWISE.

3. CONCRETE REINFORCEMENT:

a. ALL REINFORCING STEEL BARS SHALL BE ASTM A615, GRADE 60 DEFORMED BARS.

b. TYPICAL REINFORCING BAR SPLICED LAP LENGTHS SHALL BE AS SHOWN IN THE "REINFORCING BAR LAP

SPLICE LENGTHS" TABLE ON THIS SHEET.

c. WELDED WIRE REINFORCEMENT (WWR) SHALL BE SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM

A1064. LAP SPLICE WWR SHEETS MINIMUM 6 INCHES.

d. CLEAR CONCRETE COVER OVER REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ACI

318 AND AS FOLLOWS:

- CONCRETE EXPOSED TO EARTH, WEATHER, OR WATER: 2"

- CONCRETE CAST DIRECTLY AGAINST EARTH: 3"

- BEAMS & COLUMNS/PIERS - TIES & STIRRUPS: 1 1/2"

PRIMARY REINFORCEMENT: 2"

4. CONCRETE FORMING AND PLACEMENT:

a. ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE FORMED WITH A 3/4" BY 3/4" CHAMFER, INCLUDING TOP EDGES AND OUTSIDE VERTICAL CORNERS OF WALLS, SLABS, BEAMS, COLUMNS, ETC.

b. APPLY BONDING AGENT PRIOR TO CASTING CONCRETE AGAINST HARDENED CONCRETE, UNLESS

INDICATED OTHERWISE.

c. CONTRACTOR SHALL PROVIDE CONSTRUCTION JOINTS AND CONTROL JOINTS AS INDICATED ON THESE DRAWINGS. CONTRACTOR MAY PROPOSE ADDITIONAL CONSTRUCTION JOINTS NEEDED TO FACILITATE CONSTRUCTION. ALL ADDITIONAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL

ENGINEER PRIOR TO CONSTRUCTING.

d. CONTRACTOR SHALL COORDINATE ALL WALL AND SLAB PENETRATIONS AND OPENINGS WITH OTHER TRADES. NOTE THAT NOT ALL PENETRATIONS AND OPENINGS ARE INDICATED ON THESE STRUCTURAL

DRAWINGS.

e. CONTRACTOR SHALL COORDINATE THE CASTING-IN OF ALL EMBEDDED ITEMS AND ACCESSORIES OF

ALL TRADES. POST-INSTALLATION OF EMBEDDED ITEMS WILL NOT BE ACCEPTED.

5. CONCRETE FINISHES AND CURING:

a. ALL EXPOSED FACES OF CONCRETE SHALL BE RUBBED FINISH (UNLESS NOTED OTHERWISE).

b. CONCRETE SHALL BE CURED AS SPECIFIED IN SECTION 03 30 00.

c. ALL STRUCTURAL CONCRETE SHALL ATTAIN THE SPECIFIED CONCRETE STRENGTH PRIOR TO INDUCING

LOAD.

6. NON-SHRINK GROUT SHALL BE FLOWABLE, NON-STAINING, CEMENT-BASED PRODUCT THAT IS

MANUFACTURED PREMIXED REQUIRING ONLY THE ADDITION OF WATER. GROUT SHALL BE CAPABLE OF ACHIEVING 5,000 PSI IN 7 DAYS AND 7,000 PSI IN 28 DAYS MIXED AT A PLASTIC CONSISTENCY.

7. CHEMICAL ADHESIVE SYSTEMS:

a. CHEMICAL ADHESIVE SYSTEMS SHALL BE USED TO INSTALL ALL DRILLED-IN ANCHOR COMPONENTS

(BOLTS, DOWELS, ETC,) INTO HARDENED CONCRETE.

b. NO CHEMICAL ADHESIVE SYSTEMS, ANCHORS, BOLTS, DOWELS, ETC. MAY BE INSTALLED EARLIER THAN

7 DAYS AFTER CONCRETE PLACEMENT.

c. SUBMIT CHEMICAL ADHESIVE PRODUCT CATALOG CUTS FOR APPROVAL.

8. ALL CONCRETE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR IN AN APPROVED

MANNER AT THE CONTRACTOR'S EXPENSE.

9. REFER TO DIVISION 03 OF THE SPECIFICATIONS FOR ALL OTHER REQUIREMENTS.

GENERAL STRUCTURAL NOTES:

1. WORK ON STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH OTHER DRAWINGS. ANY APPARENT

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER FOR

CLARIFICATION PRIOR TO PROCEEDING ON SAID WORK.

2. NO CHANGES OF THE STRUCTURAL SYSTEM (INCLUDING SIZES AND SPACING OF MEMBERS) AS INDICATED ON THESE DRAWINGS SHALL BE PERFORMED PRIOR TO RECEIVING WRITTEN APPROVAL FROM THE

STRUCTURAL ENGINEER.

3. SECTIONS AND DETAILS ON THESE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR SIMILAR

CONSTRUCTION NOT FULLY DETAILED, UNLESS OTHERWISE INDICATED.

4. ALL WORK SHOWN ON THE DRAWINGS IS TO BE CONSIDERED NEW, UNLESS NOTED AS EXISTING.

CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE INSTALLATION.

5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF NEW WORK TO EXISTING WORK PRIOR TO STARTING CONSTRUCTION AND ORDERING

OF MATERIALS.

6. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS

ON STRUCTURAL DRAWINGS AND WITH EXISTING CONDITIONS AND/OR OTHER DRAWINGS.

7. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ALL PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTABLE TO THE ENGINEER. NO CHANGES SHALL BE MADE WITHOUT

APPROVAL BY THE ENGINEER.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARILY BRACING AND MAINTAINING THE STABILITY OF

ALL STRUCTURES DURING CONSTRUCTION. STRUCTURES SHALL BE ASSUMED UNSTABLE UNTIL

COMPONENTS (WALLS, ROOF, ETC.), AND ALL CONNECTIONS AND PERMANENT BRACING ARE INSTALLED.

9. ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUFACTURER/FABRICATOR/DESIGNER'S WRITTEN

INSTRUCTIONS FOR PREPARATIONS AND INSTALLATION OF MATERIALS.

10. THESE DRAWINGS DO NOT IDENTIFY COMPONENTS REQUIRED FOR CONSTRUCTION SAFETY. CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTING THE WORK AND MAINTAINING THE WORK SITE IN ACCORDANCE

WITH ALL APPLICABLE SAFETY CODES AND STANDARDS.

11. CONTRACTOR SHALL PROVIDE PROTECTIVE BARRICADES, SIGNS AND LIGHTING TO PREVENT ANY

UNAUTHORIZED ENTRY INTO WORK AREA.

12. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT THE EXISTING FACILITY AND ANCILLARIES. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER.

13. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY FAILING TO

EXACTLY LOCATE AND PROTECT UNDERGROUND AND OTHER UTILITIES.

SPECIAL INSPECTIONS:

1. SPECIAL INSPECTIONS ARE REQUIRED FOR PORTIONS OF THIS WORK. REFER TO STATEMENT OF SPECIAL

INSPECTIONS FOR REQUIRED INSPECTIONS AND TESTING.

2. CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK TO ALLOW FOR REQUIRED SPECIAL INSPECTIONS AND

STRUCTURAL TESTING TO BE CONDUCTED IN A TIMELY MANNER.

EARTHWORK AND FOUNDATIONS NOTES (REFERENCE DIVISION 31 SPEC'S)

1. FOUNDATION DESIGN AND SUBGRADE PREPARATIONS ARE DESIGNED AS RECOMMENDED IN GEOTECHNICAL

REPORT PREPARED BY ATLANTIC TESTING LABORATORIES, LIMITED DATED APRIL 9, 2024.

2. ALL FOUNDATIONS SHALL BE CONSTRUCTED ON FIRM UNDISTURBED SUBGRADE, BEDROCK, OR APPROVED

STRUCTURAL FILL.

3. REMOVE ALL UNSUITABLE MATERIAL INCLUDING WOOD FRAGMENTS, GLASS, BRICK, AND ORGANICS WITHIN FIVE FEET OF THE SPECIFIED FOUNDATIONS. REPLACE UNSUITABLE FILL MATERIALS ENCOUNTERED IN FOOTING

EXCAVATIONS WITH GRANULAR FILL PROPERLY PLACED AND COMPACTED.

4. STRUCTURAL FILL SHALL BE USED TO RAISE GRADES BELOW FOOTINGS AND CONCRETE SLABS-ON-GRADE AND

TO BE PLACED AS BACKFILL IMMEDIATELY AGAINST STRUCTURES.

5. CONTRACTOR SHALL ALLOW OWNER'S REPRESENTATIVE TO VERIFY ACCEPTABLE SUBGRADE CONDITIONS PRIOR TO PLACEMENT OF STRUCTURAL FILL AND/OR CONSTRUCTION OF FOUNDATIONS AND SLABS-ON-GRADE.

6. EXPOSED SUBGRADE IN OPEN EXCAVATIONS SHALL BE PROTECTED FROM RAIN AND/OR GROUNDWATER THAT COULD COMPROMISE THEIR CONDITION. CONTRACTOR SHALL PROVIDE COVER AND/OR CASTING OF 3-INCH CLSM MUDMAT AS NEEDED. FOOTING SUBGRADES THAT BECOME SATURATED AND UNSTABLE SHALL BE OVEREXCAVATED AND REPLACED WITH 6-INCH LAYER OF NYSDOT NUMBER 2 CRUSHED STONE COMPACTED

PER THE PROJECT DOCUMENTS AND ON-SITE GEOTECHNICAL TESTING AGENCY.

7. FOUNDATIONS SHALL NOT BE CAST ON FROZEN SUBGRADE OR FROZEN STRUCTURAL FILL MATERIAL. DO NOT

PLACE STRUCTURAL FILL ON FROZEN SUBGRADE.

8. ALL EXCAVATIONS SHALL BE DEWATERED AS NECESSARY TO MAINTAIN GROUNDWATER AT LEAST 24" BELOW

FOOTING BEFORE PLACING OF CONCRETE.

9. ALL EXCAVATIONS INTO UNDISTURBED SOILS SHALL BE PROOF ROLLED USING A VIBRATORY SMOOTH DRUM

ROLLER WEIGHING AT LEAST 10 TONS.

10. STRUCTURAL FILL SHALL BE AS SPECIFIED IN SECTION 31 05 16. ALL FILL MATERIALS SHALL BE PLACED WITHIN 2

PERCENT OF THE OPTIMUM MOISTURE AT THE TIME OF COMPACTION.

11. GEOTEXTILE FABRIC SHALL BE NEEDLE-PUNCHED, NONWOVEN GEOTEXTILE COMPOSED OF POLYESTER AND/OR

POLYPROPYLENE POLYMERS. PROVIDE TENCATE MIRAFI 180N OR APPROVED EQUAL.

12. ALL STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 6-INCH LIFTS (AND AS DIRECTED BY THE ON-SITE SOILS TESTING AGENCY), COMPACTED TO 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. IN-PLACE DENSITY SHALL BE DETERMINED BY ASTM D 6938. SEE SPECIFICATIONS FOR

COMPACTION AND FIELD TESTS.

13. CONTROLLED LOW-STRENGTH MATERIAL (CLSM) SHALL BE USED AS FLOWABLE FILL BENEATH AND/OR ADJACENT TO STRUCTURES WHERE NEEDED. CLSM SHALL BE NYSDOT APPROVED, AND SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 229. COMPRESSIVE STRENGTH OF CLSM SHALL BE BETWEEN 100 - 300 PSI.

14. REFER TO THE PROJECT SUBSURFACE INVESTIGATION AND GEOTECHNICAL EVALUATION FOR ADDITIONAL

SPECIFIC RECOMMENDATIONS.

*HORIZONTAL BARS INCLUDE:

1. HORIZONTAL WALL REINFORCING BARS.

2. TOP REINFORCING BARS IN SLABS AND FOOTINGS

GREATER THAN 12" THICK.

WOOD FRAMING NOTES (REFERENCE DIVISION 06 SPECIFICATIONS)

1. WOOD FRAMING MATERIALS SHALL BE AS SPECIFIED:

CONVENTIONAL WOOD FRAMING (GIRTS, 2x6 PURLINS, ETC.):

- DOUGLAS FIR-LARCH (DF-L), No. 2.

- SPRUCE-PINE-FIR (SPF), No. 1/ No. 2.

ENGINEERED WOOD FRAMING:

- LVL BEAMS/JOISTS/PURLINS SHALL BE MICROLAM LVL 1.9E.

WOOD PLATE-CONNECTED TRUSSES AND COMPOSITE TRUSSES:

- ALL TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

NEW YORK.

- DESIGN LOADS FOR TRUSSES SHALL BE BASED ON THE "STRUCTURAL DESIGN CRITERIA" LISTED

ON THIS DRAWING.

- ALL ROOF TRUSSES ARE TO BE ORIENTATED AND SPACED AS INDICATED ON DRAWINGS.

- CONFIGURATION OF TRUSS CHORDS (VERTICAL AND DIAGONAL) ARE SCHEMATICS ONLY,

ACTUAL CONFIGURATION SHALL BE DETERMINED BY TRUSS DESIGNER.

WOOD SHEATHING:

- ROOF SHEATHING SHALL BE EXPOSURE 1 APA STRUCTURAL I RATED 5/8" PLYWOOD.

- GABLE END/ WALL SHEATHING SHALL BE T1-11 EXTERIOR APA RATED 5/8" SIDING.

2. ALL WOOD IN DIRECT CONTACT WITH CONCRETE FOUNDATIONS OR WITHIN 8" OF SOIL SHALL BE

PRESERVATIVE-TREATED (PT) WITH THE APPROPRIATE AWPA SYSTEM.

3. FASTENING OF ROOF SHEATHING SHALL BE AS FOLLOWS:

- 8d NAILS @ 6" O.C. ALONG EDGES

- 8d NAILS @ 12" O.C. IN THE FIELD

4. FASTENING OF GABLE END/ WALL SHEATHING SHALL BE AS FOLLOWS:

- 8d NAILS @ 6" O.C. ALONG EDGES

- 8d NAILS @ 12" O.C. IN THE FIELD

5. WOOD CONNECTIONS:

- ALL CONVENTIONAL WOOD FRAMING CONNECTIONS SHALL BE MADE WITH GALVANIZED FASTENERS

AND METAL CONNECTORS. CONNECTORS NOT INDICATED ON DRAWINGS SHALL BE A RECOMMENDED

SELECTION FROM SIMPSON STRONG-TIE OR EQUAL.

- PROVIDE HURRICANE TIE DOWNS/CONNECTORS AT EACH TRUSS BEARING END.

- PROVIDE CUSTOM ANCHOR PLATES AS INDICATED ON DRAWINGS AT BEARING ENDS OF COMPOSITE

TRUSSES.

- INSTALL ALL CONNECTORS PER THE MANUFACTURER'S REQUIREMENTS.

6. SUBMIT PROPOSED ANCHORS FOR EACH CONDITION FOR APPROVAL. CONTRACTOR MAY SUBMIT ALTERNATE ANCHORS FOR APPROVAL THAT ARE DOCUMENTED TO HAVE EQUAL OR GREATER CAPACITIES THAN THOSE

SPECIFIED AND THAT SATISFY THE DESIGN INTENT.

7. SUBMIT TRUSS SHOP DRAWINGS (COMPLIANT WITH ARTICLE 2303.4 OF THE BUILDING CODE) TO STRUCTURAL

ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND ERECTION.

- DRAWINGS AND CALCULATIONS ARE TO BE STAMPED BY A NEW YORK STATE LICENSED ENGINEER.

- ERECTION AND BRACING DETAILS TO BE PROVIDED BY TRUSS MANUFACTURER, INCLUDING GABLE

END AND OVERBUILD REQUIREMENTS.

REVISIONS

Date

Scale

Sheet Number

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AS SHOWN

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REINFORCING BAR LAP SPLICE LENGTHS

BAR SIZE

HORIZONTAL

BAR OTHER BARS

#4 24" 18" #5 30" 24" #6 36" 30" #7 54" 42" #8 66" 48" #9 78" 60"

8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"

'-0

8'-0" 7'-8" 24'-8"

5' -0

3' -1

0"

7'-8" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

3'-0" 3'-0"

S302

S503

S503

S503

5'-0"

S302

8'-0"8'-0"

114'-0"

5' -0

'-0

S503

8' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

8' -0

8'

-0

S503

S301

8'-0" 1'-3"

106'-6"3'-9" 3'-9"

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S503

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1' -2

TY

P) 1'-2" (TYP)

1' -2

TY

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1'-2" (TYP)

8" (TYP)

5' -0

1' -2

1'-3" 8'-0"

FTG CONST JT

WALL CONST JT

FTG CONST JT

WALL CONST JT

FTG CONST JT

WALL CONST JT

FTG CONST JT

WALL CONST JT

FTG CONST JT

WALL CONST JT

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REVISIONS

Date

Scale

Sheet Number

Ch ec ke d by Dr aw n by De sig ne d by

In C ha rg e of

Pl ot te d: Project Number

AS SHOWN

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CM

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/ J M

C G

C / J

M C

S101

SEPTEMBER 2026

TO

W

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F

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N

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LL

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TO

W

N O

F

GR

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N

VI

LL

E

SA

LT

S

TO

RA

G

E

BU

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DI

N G

F O

U N

DA

TI

O N

P

LA

N

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CM

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2323.003.001

C M

K

04/30/2027

0 6' 12'4' 3/16" = 1'-0"

TRUE

NORTH

N

PLAN

NORTH

N

SCALE: 3/16" = 1'-0"

FOUNDATION PLAN NOTE: 'ALTERNATE' STRUCTURE IS SIMILAR, BUT HAS A WOOD BARRIER

WALL INSTEAD OF 14" CONCRETE WALL. REFERENCE SECTION 13 37 00.

S302

S302

'-1

/4

24'-6" 24'-0" 56'-6"

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

S

'-0

" O .C

TY

P.

COMPOSITE WOOD TRUSSES

@ 8'-0" O.C. (TYP.)

MULTI-PLY COMPOSITE WOOD TRUSSES

105'-0"

S301

8'-6" 8'-0" 8'-0" 24'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-6"

COMPOSITE WOOD TRUSSES

@ 8'-0" O.C. (TYP.)

S302

GA

BL

E

TR

U

SS

ES

'-0

" S

PA

CI

N

G

2X

RO

O

F

PU

RL

IN

S

'-0

" O .C

TY

P.

2X

RO

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F

PU

RL

IN

S

'-0

" O .C

TY

P.

2X

RO

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F

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RL

IN

S

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

S

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

S

'-0

" O .C

TY

P.

2X

RO

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F

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IN

S

'-0

" O .C

TY

P.

2X

RO

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IN

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'-0

" O .C

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2X

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IN

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'-0

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TY

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2X

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TY

P.

2X

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TY

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2X

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IN

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'-0

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2X

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IN

S

'-0

" O .C

TY

P.

2X

RO

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F

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IN

S

'-0

" O .C

TY

P.

2X

RO

O

F

PU

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IN

S

'-0

" O .C

TY

P.

2X

RO

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F

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IN

S

'-0

" O .C

TY

P.

2X

RO

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IN

S

'-0

" O .C

TY

P.

2X

RO

O

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IN

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'-0

" O .C

TY

P.

2X

RO

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IN

S

'-0

" O .C

TY

P.

2X

RO

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IN

S

'-0

" O .C

TY

P.

2X

RO

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IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

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IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

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IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

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IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

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PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

2X

RO

O

F

PU

RL

IN

(F

LA

T)

'-0

" O .C

TY

P.

1.

X1 1.

(L

VL

) R O

O F

PU

RL

IN

S

'-0 " O

.C

TY

P.

1.

X1

1.

(L

VL

RO

O

F

PU

RL

IN

S

'-0

" O .C

TY

P.

2X6 ROOF PURLIN (FLAT)

@ 2'-0" O.C. (TYP.)

2x6 CROSS BRACING FASTENED

TO UNDERSIDE OF ROOF PURLINS

(TYPICAL (24) LOCATIONS)

REVISIONS

Date

Scale

Sheet Number

Ch ec ke d by Dr aw n by De sig ne d by

In C ha rg e of

Pl ot te d: Project Number

AS SHOWN

NYS EXP.:

N

YS

C

ER

TI

FI

CA

TE

6, 8, 3, , 0

8/ 5/

0:

:4

AM

I:

P ro je c ts

T o w n o f G re e n vi lle .0 .0 S a lt

S to ra g e

B u ild in g .0 .0 S a lt

S to ra g e

B u ild in g .r vt

CM

K

/ J M

C G

C / J

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S102

SEPTEMBER 2026

TO

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N

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CM

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2323.003.001

C M

K

04/30/2027

0 6' 12'4' 3/16" = 1'-0"

TRUE

NORTH

N

PLAN

NORTH

N

SCALE: 3/16" = 1'-0"

FRAMING PLAN

NOTE: 'ALTERNATE' STRUCTURE IS SIMILAR, BUT HAS A WOOD BARRIER

29 GA. METAL ROOFING

PANELS ON 30# TITANIUM

UNDERLAYMENT ON 5/8"

PLYWOOD ROOF DECK (TYP.)

5/8" T1-11 WALL PANELING (TYP.)

5/8" T1-11 WALL PANELING (TYP.)

14" CONCRETE

WALL (TYP.)

40'-0" 40'-0"

'-2

5'-0"

'-0

80'-0"

5"

1'-0"

5"

1'-0"

2'-5"

1'-0"

2'-5"

1'-0"

14" CONCRETE

WALL (TYP.)

(5)-PLY 2x8 POSTS (TYP.)

25'-3" 24'-0" 57'-3"

106'-6"

29 GA. METAL ROOFING PANELS

ON 30# TITANIUM

UNDERLAYMENT ON 5/8"

PLYWOOD ROOF DECK (TYP.)

105'-8"

5" 5"

'-0

'-2

6"

1'-0"

6"

1'-0"

5/8" T1-11 WALL PANELING

29 GA. METAL ROOFING PANELS

ON 30# TITANIUM

UNDERLAYMENT ON 5/8"

PLYWOOD ROOF DECK (TYP.)

14" CONCRETE

WALL (TYP.)

'-2

'-0

105'-8"

5" 5"

106'-6"

29 GA. METAL ROOFING

PANELS ON 30# TITANIUM

UNDERLAYMENT ON 5/8"

PLYWOOD ROOF DECK (TYP.)

5/8" T1-11 WALL PANELING (TYP.)

5/8" T1-11 WALL PANELING (TYP.)

14" CONCRETE

WALL (TYP.)

40'-0" 40'-0" 5'-0"

5/8" T1-11 WALL PANELING

80'-0"

'-2

'-0

5"

1'-0"

5"

1'-0"

2'-5"

1'-0"

2'-5"

1'-0"

REVISIONS

Date

Scale

Sheet Number

Ch ec ke d by Dr aw n by De sig ne d by

In C ha rg e of

Pl ot te d: Project Number

AS SHOWN

NYS EXP.:

N

YS

C

ER

TI

FI

CA

TE

6, 8, 3, , 0

8/ 5/

0:

:4

AM

I:

P ro je c ts

T o w n o f G re e n vi lle .0 .0 S a lt

S to ra g e

B u ild in g .0 .0 S a lt

S to ra g e

B u ild in g .r vt

CM

K

/ J M

C G

C / J

M C

S201

SEPTEMBER 2026

TO

W

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N

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N

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VA

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2323.003.001

C M

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04/30/2027

0 8' 16'8' 1/8" = 1'-0"

SCALE: 1/8" = 1'-0"

EAST ELEVATION

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

WEST ELEVATION

NOTE: 'ALTERNATE' STRUCTURE IS SIMILAR, BUT HAS A WOOD BARRIER

WALL INSTEAD OF 14" CONCRETE WALL. REFERENCE SECTION 13 37 00.

NOTE: WALL PANELING AND ALL EXTERIOR EXPOSED WOOD TRIM AND

POSTS SHALL BE PAINTED IN ACCORDANCE WITH SECTION 09 91 00.

NOTE: WALL PANELING AND ALL EXTERIOR EXPOSED WOOD TRIM

SHALL BE PAINTED IN ACCORDANCE WITH SECTION 09 91 00.

NOTE: WALL PANELING AND ALL EXTERIOR EXPOSED WOOD TRIM

SHALL BE PAINTED IN ACCORDANCE WITH SECTION 09 91 00.

NOTE: WALL PANELING AND ALL EXTERIOR EXPOSED WOOD TRIM

SHALL BE PAINTED IN ACCORDANCE WITH SECTION 09 91 00.

T/FTG

933' - 0"

GRADE

935' - 6"

CEILING

975' - 6"

ENTRANCE

HEIGHT

967' - 3"

T/ WALL

947' - 6"

S501

S502

8' -3

'-9

S502

'-0

S502

'-2

6"

FINISH SUBGRADE

5"

1'-0"

2'-5"

1'-0"

5"

1'-0"

2'-5"

1'-0"

29 GA. METAL ROOFING PANELS ON

30# SELF-ADHERED RUBBERIZED

ASPHALT UNDEUNDERLAYMENT ON

5/8" PLYWOOD ROOF DECK (TYP.)

29 GA. METAL ROOFING PANELS ON

30# SELF-ADHERED RUBBERIZED

ASPHALT UNDEUNDERLAYMENT ON

5/8" PLYWOOD ROOF DECK (TYP.)

COMPOSITE TRUSS

2' -6

S501

REVISIONS

Date

Scale

Sheet Number

Ch ec ke d by Dr aw n by De sig ne d by

In C ha rg e of

Pl ot te d: Project Number

AS SHOWN

NYS EXP.:

N

YS

C

ER

TI

FI

CA

TE

6, 8, 3, , 0

8/ 5/

0:

:4

AM

I:

P ro je c ts

T o w n o f G re e n vi lle .0 .0 S a lt

S to ra g e

B u ild in g .0 .0 S a lt

S to ra g e

B u ild in g .r vt

G C

/ J M

C G

C / J

M C

S301

SEPTEMBER 2026

TO

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BU

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2323.003.001

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SCALE: 1/4" = 1'-0"S101

OVERALL BUILDING SECTION1

NOTE: 'ALTERNATE' STRUCTURE IS SIMILAR, BUT HAS A WOOD BARRIER

WALL INSTEAD OF 14" CONCRETE WALL. REFERENCE SECTION 13 37 00.

C M

K

CM

K

GRADE

935' - 6"

CEILING

975' - 6"

ENTRANCE

HEIGHT

967' - 3"

T/ WALL

947' - 6"

'-2

'-6

1'

-8

1.75X11.875 (LVL)

ROOF PURLINS @

2'-0" O.C. (TYP.)

COMPOSITE WOOD TRUSS @ 8'-0" O.C. (TYP.)

SEE NOTE 1 FOR WOOD TRUSSES @ DOORWAY OPENING

2X6 ROOF PURLINS (FLAT)

@ 2'-0" O.C. (TYP.)

'-6

'-8

VERTICAL BUTTRESS AT

DOORWAY OPENING (TYP.)

'-2

(2) 2x12 HEADER BEAM

(TYP.)

40'-0"

29 GA. METAL ROOFING PANELS ON 30# SELF-ADHERED

RUBBERIZED ASPHALT UNDERLAYMENT ON 5/8" CDX

PLYWOOD ROOF DECK (TYP.)

5'-0"

5-PLY 2x8 POST (TYP.)

FINISH SUBGRADE

6"

2X6 WALL GIRTS

@ 2'-0" O.C. (TYP.)

2X6 ROOF PURLINS (FLAT)

@ 2'-0" O.C. (TYP.)

S501

1 (SIMILAR)

2x6 BRACE (TYP.)

S502

S502

WOOD BLOCKING @ 4' O.C.

BETWEEN ALL LVL SIDE PURLINS

T/FTG

933' - 0"

GRADE

935' - 6"

CEILING

975' - 6"

T/ WALL

947' - 6"

5-PLY 2x8 ENDWALL POSTS

@ 8'-0" O.C. (TYP.)

(SEE DETAIL 8/S502)

2X6 ENDWALL GIRTS

@ 2'-0" O.C. (TYP.)

COMPOSITE WOOD TRUSS

@ 8'-0" O.C. (TYP.)

2X6 ROOF PURLIN

@ 2'-0" O.C. (TYP.)

FINISH SUBGRADE

29 GA. METAL ROOFING PANELS ON

30# SELF-ADHERED RUBBERIZED

ASPHALT UNDEUNDERLAYMENT ON

5/8" PLYWOOD ROOF DECK (TYP.)

'-2

'-6

1'

-8

'-2

(2) 2X8 KNEE BRACES AT

ENDWALL COLUMNS

5/8" T1-11 WALL

PANELING (TYP.)

S502

S502

S502

45°

6"

S502

S501

REVISIONS

Date

Scale

Sheet Number

Ch ec ke d by Dr aw n by De sig ne d by

In C ha rg e of

Pl ot te d: Project Number

AS SHOWN

NYS EXP.:

N

YS

C

ER

TI

FI

CA

TE

6, 8, 3, , 0

8/ 5/

0:

:5

AM

I:

P ro je c ts

T o w n o f G re e n vi lle .0 .0 S a lt

S to ra g e

B u ild in g .0 .0 S a lt

S to ra g e

B u ild in g .r vt

CM

K

/ J M

C G

C / J

M C

S302

SEPTEMBER 2026

TO

W

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2323.003.001

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04/30/2027

SCALE: 1/4" = 1'-0"S101

SECTION THRU SIDEWALL AT DOORWAY2

0 4' 8'4' 1/4" = 1'-0"

NOTES:

1. PLACE MINIMUM 6 INCHES OF STRUCTURAL FILL IF GROUNDWATER IS NOT

ENCOUNTERED. IF GROUNDWATER IS ENCOUNTERED, PLACE MINIMUM 6

INCHES OF #2 STONE.

NOTES:

1. PLACE MINIMUM 6 INCHES OF STRUCTURAL FILL IF GROUNDWATER IS NOT

ENCOUNTERED. IF GROUNDWATER IS ENCOUNTERED, PLACE MINIMUM 6

INCHES OF #2 STONE.

SCALE: 1/4" = 1'-0"S101

SECTION THRU ENDWALL3

NOTE: 'ALTERNATE' STRUCTURE IS SIMILAR, BUT HAS A WOOD BARRIER

BUTTRESS

(SEE SECTION 2)

#6@10" DWL E.F.

1' -8

1'-2"

3'-10"

#6@10" V E.F.

#6@10" H E.F.

#6@10" T&B E.W.

GRADE

935' - 6"

T/ WALL

947' - 6"

S501

'-6

SEE NOTE 1

FINISH

GRADE

FINISH SUBGRADE

5'-0"

10'-0"

T/FTG

933' - 0"

GRADE

935' - 6"

T/ WALL

947' - 6"

#6@10" H&V

'-6

8"

1' -8

SEE NOTE 1

BACKER ROD

AND SEALANT

1"

CH

AM

FE

R

3/ 4"

1/2"

CONTROL JOINTS

CH

AM

FE

R

3/ 4"

CONSTRUCTION JOINTS

FACE OF

CONCRETE

U-BARS AT END OF WALLS AND OPENINGS

SHALL MATCH SIZE AND SPACING OF

HORIZONTALS REINFORCING BARS

WALL CORNERS WALL INTERSECTION

DISCONTINUOUS ENDS

T

LAP SPLICE

CLR

2"

LAP SPLICE

LA

P

SP

LI

CE

STANDARD 90° HOOKED BAR

TO MATCH SIZE AND

SPACING OF HORIZONTAL

REINFORCING BARS, U.N.O.

LA

P

SP

LI

CE

CORNER BARS TO MATCH SIZE

AND SPACING OF HORIZONTAL

REINFORCING BARS, U.N.O.

STANDARD 90° HOOKED BAR

TO MATCH SIZE AND

SPACING OF HORIZONTAL

REINFORCING BARS, U.N.O.

0" (TYP) 0" (TYP)

WALL CONSTRUCTION JOINT (CS JT)

(PLAN VIEW)

STANDARD 90°

HOOK (TYP)

WALL INTERSECTION CONSTRUCTION JOINT

0"

TY

P)

LA

P

SP

LI

CE

LAP SPLICE LAP SPLICE

TERMINATE BAR 2" FROM JOINT

KEYWAY KEYWAY

WALL CONTROL JOINT (CL JT)

(PLAN VIEW)

EXTEND 50% OF BARS THROUGH JOINT

(ALTERNATE BARS EACH FACE)

TERMINATE BAR 2" FROM JOINT

EXTEND ALL BARS THROUGH JOINT

1/

2" P

O

CK

ET

TERMINATE BARS

2" FROM JOINT

OPTIONAL WALL CONTROL JOINT (CL JT)

(PLAN VIEW)

EXTEND 50% OF BARS

THROUGH JOINT

(ALTERNATE BARS EACH FACE)

NOTE: THIS OPTIONAL CONTROL JOINT IS ONLY APPLICABLE

FOR WALLS 12" THICK OR LESS.

0" (T

YP

0" (T

YP

0" (TYP)

SEE FORMED

JOINT DETAILS

SEE FORMED JOINT DETAILS

SEE FORMED

JOINT DETAILS

NOTES:

1. EXTENTS AND PROJECTION (SLOPE) OF STRUCTURAL FILL SHOWN ARE OF MINIMUM REQUIREMENTS.

2. STRUCTURAL FILL SHALL BE MATERIAL AS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS.

FIRM SUBGRADE

(MIN)

6"

COMPACTED STRUCTURAL FILL

OPTIONAL PLACEMENT

OF STRUCTURAL FILL

CONCRETE FOUNDATION

U .N

.O

6"

2X4

KEYWAY

TOP OF FOOTING

SEE DETAILS/SECTIONS FOR REINFORCEMENT

NOTES:

1. LOCATE CONSTRUCTION JOINT AT A CONTROL JOINT (CJ) LOCATION AND STOP EVERY OTHER TOP AND BOTTOM

LONGITUDINAL BAR 2" CLR. FROM FACE OF JOINT.

2. LOCATIONS TO BE DETERMINED IN FIELD AT APPROXIMATELY 30' - 0" O.C. (MAX) SPACING.

3. PREPARE JOINT FACE PRIOR TO CONTINUING CONCRETE PLACEMENT IN ACCORDANCE WITH THE SPECIFICATIONS.

4. CONTRACTOR SHALL WAIT 48 HOURS BETWEEN PLACEMENT OF ADJACENT SECTIONS OF CONCRETE.

FIRST

PLACEMENT

SECOND

PLACEMENT

SE

E

PL

AN

(TYP.)

CLASS B LAP SPLICE2"

3"

REVISIONS

Date

Scale

Sheet Number

Ch ec ke d by Dr aw n by De sig ne d by

In C ha rg e of

Pl ot te d: Project Number

AS SHOWN

NYS EXP.:

N

YS

C

ER

TI

FI

CA

TE

6, 8, 3, , 0

8/ 5/

0:

:5

AM

I:

P ro je c ts

T o w n o f G re e n vi lle .0 .0 S a lt

S to ra g e

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

FOUNDATION WALL SECTION1

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

BUTTRESS WALL SECTION2

0 2' 4'2' 1/2" = 1'-0"

NOTES:

1. PLACE MINIMUM 6 INCHES OF STRUCTURAL FILL IF GROUNDWATER IS NOT

ENCOUNTERED. IF GROUNDWATER IS ENCOUNTERED, PLACE MINIMUM 6

INCHES OF #2 STONE.

NOTES:

1. PLACE MINIMUM 6 INCHES OF STRUCTURAL FILL IF GROUNDWATER IS NOT

ENCOUNTERED. IF GROUNDWATER IS ENCOUNTERED, PLACE MINIMUM 6

INCHES OF #2 STONE.

NOT TO SCALE

CONCRETE FORMED JOINT DETAILS3

NOT TO SCALE

CONCRETE WALL REINF BAR DETAILS (2 LAYERS)4

NOT TO SCALE

CONCRETE WALL JOINT DETAILS (2 LAYERS)5

NOT TO SCALE

TYPICAL STRUCTURAL FILL PLACEMENT7

NOT TO SCALE

TYPICAL FOOTING CONSTRUCTION JOINT6

NOTE: 'ALTERNATE' STRUCTURE HAS A WOOD BARRIER WALL

INSTEAD OF 14" CONCRETE WALL. REFERENCE SECTION 13 37 00.

CEILING

975' - 6"

2" (MIN) OVERHANG

COMPOSITE TRUSS FASTENED

TOGETHER PER TRUSS MANUFACTURER

29 GA. METAL ROOFING PANELS ON

30# SELF-ADHERED RUBBERIZED

ASPHALT UNDEUNDERLAYMENT ON

5/8" PLYWOOD ROOF DECK (TYP.)

T/ WALL

947' - 6"

3/

4" (M

IN

) O

VE

RH

AN

G

BASE MOUNT BRACKET

(SEE DETAILS ON S503)

29 GA. METAL ROOFING PANELS ON

30# SELF-ADHERED RUBBERIZED

ASPHALT UNDEUNDERLAYMENT ON

5/8" PLYWOOD ROOF DECK (TYP.)

(2) 2x8 BRACES

(ONE EACH SIDE OF POSTS)

(2) 1/2" ⌀ GALV THRU-BOLTS

TYPICAL ENDWALL POST

(2) 2x8 BRACES

(ONE EACH SIDE OF POSTS)

(2) GALV CLIP CONNECTORS

TYPICAL COMPOSITE TRUSS

INFILL BLOCKING BETWEEN BRACES

BOTTOM CHORD OF COMPOSITE TRUSS

(2) 2x8 BRACES

(ONE EACH SIDE OF POSTS)

(2) GALV CLIP CONNECTORS

TYPICAL COMPOSITE TRUSS

BLOCKING BETWEEN BRACES

TOP CHORD OF COMPOSITE TRUSS

1/2" ⌀ GALV BOLTS (TYP)

(5) PLIES OF 2x8

4" 8"

O .C

TY

P)

2" 2"

BUTYL TAPE

VENTED Z CLOSURE & NEOPRENE CLOSURE

2X6 PURLINS @ 2'-0" O.C. METAL ROOF PANEL SYSTEM

MIN.

2"

COMPOSITE ROOF TRUSSES

VENTED RIDGE CAP, AS RECOMMENDED

BY METAL ROOF PANEL MFGR.

4"

COMPOSITE TRUSS

2x6 FASCIA

METAL RAKE EDGE

REVISIONS

Date

Scale

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Ch ec ke d by Dr aw n by De sig ne d by

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SCALE: 1" = 1'-0"

ROOF TRANSITION DETAIL1

SCALE: 1" = 1'-0"

COMPOSITE TRUSS ANCHOR POINT2

SCALE: 1" = 1'-0"

BRACING TO POST DETAIL5

SCALE: 1" = 1'-0"

BRACING TO BOTTOM CHORD DETAIL4

SCALE: 1" = 1'-0"

BRACING TO TOP CHORD DETAIL3

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

MULTI-PLY POST DETAIL8

SCALE: 3" = 1'-0"

ROOF RIDGE DETAIL6

3" 1'0 3" = 1'-0"

6" 9"

6" 1'1' 1 1/2" = 1'-0"

0 1' 2'1' 1" = 1'-0"

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

ROOF RAKE DETAIL7

NOTE: THESE DETAILS ARE FOR 'BASE BID' STRUCTURE. 'ALTERNATE'

STRUCTURE COULD BE SIMILAR. REFERENCE SECTION 13 37 00.

2 1/2" EQ 2 1/2"EQ

NOTE 2

SEE

1'-6" 1'-1"

TRUSS 18"X10"X3/8" PLATE

13"X10"X3/8" PLATE

SLOTTED HOLE 9/16"X3"

(TOP PLATE AND PAD)

1/

2"

1/ 2"

T/ WALL

947' - 6"

1'-1"

NOTE 1

SEE EQEQ

1/2" ⌀ BOLTS AND NUTS

1/2" ⌀ BOLT AND NUT WITH

TEFLON WASHER. HEAD OF BOLT

TACK WELDED TO PLATE

3/4" ⌀ HEADED ANCHOR

10"X13"X3/8" PLATE

10"X13"X1/4" TEFLON PLATE

10"X18"X3/8" PLATE

1-1/2" (MIN) GROUT PAD

BELOW BOTTOM PLATE

(4) #3 TIES

(4) #3 U-BARS W/ 18" LEGS

1"

M

IN

T/ WALL

947' - 6"

1" 1" 2" 1" 1"

(2) 5"X6"X3/8" PLATES

WELDED TO TOP PLATE

1"

1-1/2" (MIN) GROUT PAD

BELOW BOTTOM PLATE

6"

3 1/2"

(4) #3 TIES

(4) #3 U-BARS W/ 18" LEGS

2"

1/ 2"

1'-10 1/2" 1'-5 1/2"

EQ SEE NOTE 2 EQ

1/

2"

T/ WALL

947' - 6"

(2) 5"X6"X3/8" PLATES

WELDED TO TOP PLATE

1-1/2" (MIN) GROUT PAD

BELOW BOTTOM PLATE

1" 1" 2" 1" 1"

6"

1"

3 1/2"

(4) #3 TIES

(6) #3 U-BARS W/ 18" LEGS

2"

1/ 2"

T/ WALL

947' - 6"

1/2" ⌀ BOLTS AND NUTS

1/2" ⌀ BOLT AND NUT WITH TEFLON

WASHER. HEAD OF BOLT TACK

WELDED TO PLATE

3/4" ⌀ HEADED ANCHOR

1-1/2" (MIN) GROUT PAD

BELOW BOTTOM PLATE

10"X17-1/2"X3/8" PLATE

10"X17-1/2"X1/4" TEFLON PAD

10"X22-1/2"X3/8" PLATE

TOP OF FOUNDATION WALL

1'-5 1/2"

EQ

NOTE 1

SEE EQ

1"

(4) #3 TIES

(6) #3 U-BARS W/ 18" LEGS

M

IN

TRUSS

15-1/2"X10"X3/8

" S.S. PLATE

17-1/2"X10"X3/8" S.S.

PLATE

SLOTTED HOLE 9/16"X3"

(TOP PLATE AND PAD)

1'-5 1/2"

1'-3 1/2"

5" 5"

4"10 7/8"5/8"

T/ WALL

947' - 6"5"

7"

1/2" ⌀ BOLTS AND NUTS

1/2" ⌀ BOLT AND NUT WITH

TEFLON WASHER. HEAD OF BOLT

TACK WELDED TO PLATE

3/4" ⌀ HEADED ANCHOR

20-1/2"X10"X3/8" BENT PLATE

15-1/2"X10"X1/4" TEFLON PAD

22-1/2"X10"X3/8" BENT PLATE 1-1/2" (MIN) GROUT PAD

BELOW BOTTOM PLATE

3"

2"

M

IN

(4) #3 TIES

(4) #3 U-BARS W/ 18" LEGS

T/ WALL

947' - 6"

1" 1" 2" 1" 1"

6"

(2) 5"X6"X3/8" PLATES

WELDED TO TOP PLATE

1-1/2" (MIN) GROUT

PAD BELOW BOTTOM

PLATE

1"

1"

3 1/2"

(4) #3 TIES

(4) #3 U-BARS W/ 18" LEGS

2"

1/ 2"

4" 4" 8"

1/

2"

5/ 8"

8"

1' -5

/8

1/

8" 7/

8"3

/8

1/

2"

T/ WALL

947' - 6"

1/2" ⌀ BOLTS AND NUTS

1/2" ⌀ HEADED ANCHOR,

(MIN 12" EMBEDEMENT)

16"X6"X3/8"

PLATE

1-1/2" (MIN) GROUT PAD

BELOW BOTTOM PLATE

(4) #3 TIES

HOOPED AROUND

VERT BARS IN WALL

T/ WALL

947' - 6"

1" 1" 2" 1" 1"

6"

(2) 5"X6"X3/8" PLATES

WELDED TO TOP PLATE

1-1/2" (MIN) GROUT

PAD BELOW BOTTOM

PLATE

1" 8"

(4) #3 TIES HOOPED AROUND

VERT BARS IN WALL

2"

1/

2"T/ WALL

947' - 6"

1/2" ⌀ BOLTS AND NUTS

1/2" ⌀ HEADED ANCHOR

(MINIMUM 12" EMBEDEMENT)16"X8-1/2"X3/8" PLATE

1-1/2" (MIN) GROUT PAD

BELOW BOTTOM PLATE

(4) #3 TIES HOOPED AROUND

VERT BARS IN WALL

2"

1/ 2"

T/ WALL

947' - 6"

1"

1" 1" 2" 1"

6"

1"

(2) 5"X6"X3/8" PLATES

WELDED TO TOP PLATE

1-1/2" (MIN) GROUT

PAD BELOW BOTTOM

PLATE

(4) #3 TIES

HOOPED AROUND

VERT BARS IN WALL

NOTE 1

SEE

1/

4"

1/ 4"

1/

2"

1'-4"

EQ2" EQ 2"

1"

REVISIONS

Date

Scale

Sheet Number

Ch ec ke d by Dr aw n by De sig ne d by

In C ha rg e of

Pl ot te d: Project Number

AS SHOWN

NYS EXP.:

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