CS 2027-001 Caleb Smith State Park Plan Set_SS_07012026.pdf

CALEB SMITH

STATE PARK

N N

---- 01

JUNE 4, 2026

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION

CONTRACT DOCUMENTS

NOT TO SCALE

LOCATION PLAN

NOT TO SCALE

AERIAL PHOTO/

EX. SITE/ STRUCTURE

KATHY HOCUL

Governor

KATHY MOSER

Commissioner

PROJECT ID:

SUBMISSION:

RFQ #:

ADDRESS:

DATE:

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND STATE PARKS CAPITAL DISTRICT MANAGER

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

SHEET

OF

ENGINEER/ARCHITECT OF RECORD SEAL:

DATE:

NAME: KEVIN PAPASIAN, P.E. LICENSE #: 089302

SIGNATURE & DATE:

LONG ISLAND CAPITAL DISTRICT

625 BELMONT AVENUE

WEST BABYLON, NY 11704

JUNE 30, 2026

SITE

N

KP

JF

KP

GENERAL NOTES

JM

G-001

JUNE 4 2026BID SET

JUNE 4, 2026

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION

Filename:O:\2021\BAB-2021100.09 PBS CBS STORAGE TANKS\CADD\CONTRACT PLANS\BAB-2021100.09_CS_C-002.DWG Plot Date: 6/30/2026 1:40 PM Plotted By: JOE MONTALDO

Description Date:No

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

123456789

89 123467 5

A

B

D

E

F

G

H

C

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11704

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

KEY PLAN:

RFQ #:

SUBMISSIONS/ REVISIONS

OF

1. THE GENERAL CONTRACTOR MUST CONDUCT A PRE-CONSTRUCTION MEETING AND SITE WALK

THROUGH WITH THE NYS PARKS REPRESENTATIVE AND OWNER PRIOR TO COMMENCEMENT OF

ANY DEMOLITION OR REMOVAL OF MATERIALS UNLESS OTHERWISE NOTIFIED. ITEMS TO BE

REMOVED AND SALVAGED OR DISCARDED SHALL BE IDENTIFIED.

2. ALL SALVAGED MATERIALS, WHETHER RETAINED FOR REINSTALLATION OR REFERENCED DURING

FABRICATION OF REPLACEMENTS, SHALL BE STORED AT A SECURE, DRY, AND

WEATHER-PROTECTED FACILITY.

3. REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL DEMOLITION AND WASTE

REQUIREMENTS.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT

PROPERTY AND ANY ITEMS THAT MAY BE ADVERSELY AFFECTED BY THE DEMOLITION

EQUIPMENT, DEBRIS, AND DUST.

5. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM PROJECT WORK AREA ALL ITEMS

DESIGNATED IN THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE NYS PARKS

REPRESENTATIVE.

6. DISPOSE OF DEMOLITION MATERIAL IN A MANNER APPROVED BY NYS CODES AND PARKS

MANAGEMENT IMMEDIATELY FOLLOWING DEMOLITION UNLESS OTHERWISE INSTRUCTED BY

ARCHITECT.

7. ALL MATERIALS NOTED FOR DEMOLITION BECOME PROPERTY OF THE CONTRACTOR UNLESS

SPECIFICALLY NOTED OTHERWISE. WHERE SUITABLE, REUSE MATERIALS WITH NYS PARKS

REPRESENTATIVE'S PERMISSION.

8. ALL AREAS INDICATED FOR REMOVALS WITH ADJACENT SURFACES TO REMAIN SHALL BE "NEAT

CUT".

PROJECT SCOPE SUMMARY

LF LINEAR FEET

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NYS NEW YORK STATE

OPRHP OFFICE OF PARKS, RECREATION,

AND HISTORIC PRESERVATION

VIF VERIFY IN FIELD

MATERIAL LEGEND

ABBREVIATIONS

STAGING AREA

1. THE CONTRACTOR SHALL INSPECT EXISTING CONDITIONS AT JOB SITE BEFORE SUBMITTING BID.

THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONDITIONS ON SITE WHETHER INDICATED ON

DRAWINGS OR NOT.

2. THE CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE CURRENT NEW YORK STATE BUILDING CODE AND ALL OTHER APPLICABLE CODES, ORDINANCES, AND STANDARDS.

3. THE CONTRACTOR SHALL SUPPLY ALL LABOR, TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO

COMPLETE THE WORK AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS.

4. ALL MATERIALS AND EQUIPMENT NOTED ON DRAWINGS ARE NEW UNLESS INDICATED AS EXISTING.

5. OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS, OR THE MISDESCRIPTION OF DETAILS OF WORK

WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND

SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE

CONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE PERFORMED AS IF CORRECTLY SET

FORTH AND DESCRIBED TO FURNISH A COMPLETE INSTALLATION IN ACCEPTABLE CONDITION TO THE AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AT THE SITE, WHETHER PART OF THIS CONTRACT OR UNDER A SEPARATE CONTRACT.

6. ALL DIMENSIONS SHOWN ON DRAWINGS SHALL BE VERIFIED IN FIELD BEFORE WORK PROGRESSES.

DO NOT SCALE DRAWING.

7. ANY DISCREPANCIES NOTICED IN THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.

8. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO

THE NYS PARKS REPRESENTATIVE.

9. A WALK-THROUGH OF THE SITE WITH THE CONTRACTOR AND THE NYS PARKS REPRESENTATIVE IN

ATTENDANCE SHALL BE PERFORMED BEFORE ANY WORK COMMENCES.

10. CONTRACTOR SHALL PROVIDE INFORMATIONAL SUBMITTALS, INCLUDING BUT NOT LIMITED TO

PROTECTION MEASURE DRAWINGS AND REPORT AND PRE-DEMOLITION PHOTOGRAPHIC

DOCUMENTATION, IN ACCORDANCE WITH SPECIFICATION SECTION 024119 1.5.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND

MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND

INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE

CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR

DURING THE EXECUTION OF THE WORK.

12. THE CONTRACTOR SHALL PROTECT ALL ADJACENT EXISTING ELEMENTS TO REMAIN.

13. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES AS

REQUIRED BY NYS BC 1501.6. SIGNS SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC.

14. A WALKWAY SHALL BE PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY CONSTRUCTION

AND DEMOLITION SITE PER 1501.6.1.

15. PEDESTRIAN TRAFFIC SHALL BE PROTECTED BY A DIRECTIONAL BARRICADE WHERE THE WALKWAY

EXTENDS INTO THE STREET PER NYS BC 1501.6.2.

16. REQUIRED EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE PROTECTION DEVICES AND SANITARY

SAFEGUARDS SHALL BE MAINTAINED AT ALL TIMES PER NYS BC 1501.3.

17. CONTRACTOR SHALL COORDINATE WITH OCCUPANTS AND OTHER CONTRACTORS PER SECTION

011000 1.7 A, B, AND C.

18. SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES IN

ACCORDANCE WITH THE PLUMBING CODE. REFER TO SPECIFICATION SECTION 015000 3.2 D FOR

REQUIREMENTS.

19. ALL REMOVALS, INCIDENTAL TO AND NECESSARY, SHALL BE DISPOSED OF PROPERLY OFF THE PROJECT SITE. REMOVE EXISTING FEATURES IN THEIR ENTIRETY UNLESS OTHERWISE INDICATED. DO NOT ALLOW DEBRIS TO ACCUMULATE ON SITE. PROMPTLY AND LEGALLY DISPOSE OF DEMOLISHED

MATERIALS AND TRASH OFF SITE. LITTER AND DEBRIS SHALL BE CLEANED UP FROM THE

CONSTRUCTION SITE DAILY.

20. HAZARDOUS MATERIALS MAY BE ENCOUNTERED DURING CONSTRUCTION OPERATIONS, INCLUDING

ASBESTOS AND LEAD. COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES

CONCERNING THE REMOVAL, HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL

POLLUTION.

21. CONTRACTOR SHALL PROVIDE ALL PUBLIC NOTIFICATIONS FROM AGENCIES HAVING JURISDICTION

FOR ALL HAZARDOUS MATERIALS ABATEMENT.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR WORK, FOR THE COORDINATION BETWEEN THEIR RESPECTIVE SUBCONTRACTORS AND THEIR PORTION OF WORK, AND ANY OF THE OWNER'S

CONTRACTORS OR SUBCONTRACTORS.

23. THE CONTRACTOR IS RESPONSIBLE FOR MARK-OUT OF EXISTING UTILITIES PRIOR TO EXCAVATION.

24. ALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO

ANY SITE DISTURBANCE, INCLUDING DEMOLITIONS, AND THEY SHALL REMAIN IN PLACE UNTIL ALL

DISTURBED AREAS ARE STABILIZED.

25. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL CONFORM TO THE LATEST EDITION OF THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

INSTALL AND MAINTAIN ALL MEASURES TO EFFECTIVELY CONTAIN ALL SOIL MATERIAL WITHIN THE

PROJECT LIMITS.

26. STOCKPILES SHALL BE PLACED WHERE EROSION AND SEDIMENTATION WILL NOT OCCUR.

27. UTILIZE DUST CONTROL AS NEEDED AND AS DIRECTED BY THE NYS PARKS REPRESENTATIVE.

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND CONTROL OF TRAFFIC IN

CONFORMANCE WITH THE LATEST NATIONAL MUTCD AND NEW YORK STATE SUPPLEMENT TO THE

MUTCD.

29. ANY VEHICLES OR EQUIPMENT TRAVELING OUTSIDE THE CONTRACT LIMIT LINE MUST NOT TRACK

SEDIMENT OR OTHER MATERIALS; THIS MAY REQUIRE THE WASHING OFF OF VEHICLES AND

EQUIPMENT PRIOR TO TRAVELING OUTSIDE THE CONTRACT LIMIT LINE.

30. MOTOR VEHICLES AND MACHINERY SHALL NOT BE LEAKING OIL OR ANY OTHER FLUIDS.

31. THE CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS CONTRACT FOR A

PERIOD OF ONE YEAR AFTER COMPLETION AND FINAL ACCEPTANCE BY THE OWNER UNLESS

OTHERWISE INDICATED IN CONTRACT DOCUMENTS.

32. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL INSPECTIONS AND FINAL APPROVALS FROM ALL GOVERNING AGENCIES, INCLUDING BUT NOT LIMITED TO THE CERTIFICATE OF OCCUPANCY AND

PUBLIC ASSEMBLY PERMITS.

33. RESTORE TO THEIR ORIGINAL CONDITION ALL EXISTING PHYSICAL FEATURES DAMAGED BY THE UNAUTHORIZED ACT OR OMISSION OF THE CONTRACTOR. ORIGINAL CONDITION SHALL MEAN THE

CONDITION IN WHICH THE FEATURE WAS FOUND AT THE START OF WORK.

1. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE NYS PARKS

REPRESENTATIVE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO AREAS FOR MATERIAL

STORAGE, ACCESS TO AND FROM WORK AREA, TIMING AND SEQUENCE OF WORK,

SPECIAL CONSIDERATIONS OF NOISY, DUSTY, OR VAPORED OPERATIONS, AND/OR

UTILITY INTERRUPTIONS.

2. EXTREME CARE MUST BE TAKEN DURING ALTERATION AND NEW CONSTRUCTION SO AS

NOT TO DAMAGE EXISTING INSTALLATIONS. IN CONNECTION TO OR ALTERING

EXISTING STRUCTURE, THE CONTRACTOR SHALL SUPPLY BRACING, SHORING AND

OTHER SUPPORTS FOR EXISTING MEMBERS AS REQUIRED TO ASSURE THEIR

STRUCTURAL INTEGRITY AND STABILITY. WHERE EXISTING FINISHES ARE BROKEN OR

DAMAGED THEY SHALL BE RESTORED TO THEIR ORIGINAL STATE AFTER STRUCTURE IS

IN PLACE.

3. THE CONTRACTOR SHALL PROPERLY SHORE, UNDERPIN, SHEET, BRACE, AND MAKE

SAFE ALL FLOORS, SIDEWALKS, WALLS, FOOTING, FOUNDATIONS, EARTH CUTS, AND

ADJACENT PROPERTY AS THE JOB CONDITIONS WARRANT.

4. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DRAWINGS WITHOUT

WRITTEN APPROVAL OF THE NYS PARKS REPRESENTATIVE.

5. ALL PAVED WALKS, SURFACES, AND AREAWAYS SHALL BE DRAINED ADEQUATELY

WITHIN THE SITE.

6. ON SITE STORAGE OF ALL NEW CONSTRUCTION MATERIALS SHALL BE IN A DRY,

SECURE LOCATION AS DIRECTED BY THE NYS PARKS REPRESENTATIVE.

7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES OR

FACILITIES FOR THE PROTECTION OF NEW WORK WHEN DEEMED NECESSARY BY NYS

PARKS REPRESENTATIVE AND SHALL REMOVE TEMPORARY FACILITIES WHEN NO

LONGER REQUIRED.

8. COMPLY WITH NY CODES RULES AND REGULATIONS 23-5.3 GENERAL PROVISIONS FOR

METAL SCAFFOLDS AND SPECIFICATION SECTION 015008 3.8A.

9. DO NOT ATTACH SCAFFOLDING TO THE BUILDING WITHOUT WRITTEN PERMISSION

FROM NYS OPRHP.

10. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE

MATERIALS OF HIS WORK. UPON COMPLETION EACH WORK DAY, THE CONTRACTOR

SHALL REMOVE ALL DEBRIS AND LEAVE THE AREA IN A "BROOM CLEAN" CONDITION.

11. ALL REMOVED MATERIAL AND DEBRIS SHALL BE LEGALLY DISPOSED AWAY FROM THE

PREMISES.

12. AT THE CONCLUSION OF JOB, THE CONTRACTOR SHALL REMOVE CONSTRUCTION

FENCE AND REPLACE ALL DAMAGED PAVING, LANDSCAPING, ETC. AT NO ADDITIONAL

COST TO THE STATE.

GENERAL NOTES

CONSTRUCTION NOTES

GENERAL DEMOLITION/

REMOVAL NOTES

T-001 TITLE PAGE

G-001 GENERAL NOTES

G-002 CALEB SMITH STATE PARK PROPANE TANK SPECIFICATIONS 1

G-003 CALEB SMITH STATE PARK PROPANE TANK SPECIFICATIONS 2

G-004 CALEB SMITH STATE PARK PROPANE TANK SPECIFICATIONS 3

C-101 CALEB SMITH STATE PARK PBS TANK REMOVAL AND EROSION

AND SEDIMENT CONTROL PLAN AND DEMOLITION.

C-102 CALEB SMITH STATE PARK SITE PLAN AND PROPOSED INSTALLATION

C-501 CALEB SMITH STATE PARK PROPANE TANK DETAILS

LIST OF DRAWINGS

PROJECT/ BUILDING PERMITTING NOTES /

REQUIREMENTS

1. ENVIRONMENTAL PERMIT - N/A

2. NYS DEC PERMIT - N/A

3. USCE PERMIT - N/A

4. SHPO/LPC PERMIT/LETTER - N/A

5. CONSTRUCTION PERMIT - N/A

6. COUNTY PERMIT - N/A

7. D.O.T. PERMIT - N/A

PROJECT REQUIRED SPECIAL INSPECTION

D

AT

E

IS

SU

ED

F O

R

DISCIPLINE

(CIVIL)

S D

S

ET

0%

P R

O G

R

ES

S

PR

IN

T

JU

N

E 4, M

AY

JA

N

U

AR

Y

SHPO/LPC STATEMENT:

XX

/X

X/

XX

XX

BI

D

S

ET

XX

/X

X/

XX

XX

AD

D

EN

D

U M

XX

/X

X/

XX

XX

C O

N

FO

R M

AN

C

E

SE

T

XX

/X

X/

XX

XX

BU

LL

ET

IN

AS

-B

U

IL

T

1. REMOVAL AND PROPER DISPOSAL OF EXCESS FUEL OIL WITHIN EXISTING TANK 2,400 GALLON

UNDERGROUND FUEL STORAGE TANK.

2. REMOVAL OF ONE (1) EXISTING 2,400 GALLON UNDERGROUND FUEL OIL STORAGE TANK AND

ASSOCIATED APPURTENANCES AS SHOWN ON PLANS PROVIDED.

3. INSTALLATION OF ONE (1) 1,000 GALLON UNDERGROUND PROPANE TANK, 1.5" AND 1.25" PRODUCT PIPING AND ASSOCIATED SECOND STAGE REGULATOR TO BE CONNECTED TO A NEW CARLIN 201GAS

120 VAC, 60HZ 1-PHASE GAS BURNER.

4. REMOVE INTERIOR MECHANICAL PIPING AS PER PLANS.

5. INSTALL NEW INTERIOR MECHANICAL PIPING AS PER PLANS.

6. INSTALL NEW NEW CARLIN 201GAS 120 VAC, 60HZ 1-PHASE GAS BURNER.

7. CONTRACTOR TO INSTALL MIN. 8" DIAMETER DOUBLE WALL STAINLESS STEEL CHIMNEY FLUE IN

ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. CONTRACTOR TO VERIFY DIAMETER OF

CHIMNEY PRIOR TO ORDERING CHIMNEY PIPE.

1. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK. CONTRACTOR TO PROVIDE UTILITY LOCATING/MARK-OUT SERVICES PRIOR TO ANY SITE WORK TO VERIFY THAT NO

EXISTING UNDERGROUND UTILITIES WILL BE IMPACTED BY THE WORK OF THIS PROJECT.

2. ALL ELECTRICAL RELATED REMOVAL AND CAPPING SHALL BE PERFORMED TO ADHERE TO NATIONAL ELECTRICAL CODE (NEC) AND NATIONAL FIRE PROTECTION GROUP (NFPA) AS REQUIRED BY CURRENT

NYS BUILDING CODE.

3. THROUGHOUT ALL PHASES OF THE WORK, THE FACILITY SHALL REMAIN IN FULL AND CONTINUOUS

OPERATION. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO ENSURE THAT NO WORK

AFFECTS ANY FACILITY OPERATION.

4. CONTRACTOR TO REMOVE TANK EQUIPMENT AS SHOWN, AND OTHER NOTED ITEMS, IN THEIR ENTIRETY AND AS NEEDED TO COMPLETE THE WORK ALL IN ACCORDANCE WITH NYSDEC AND ALL GOVERNING

AGENCIES' JURISDICTION, AND TO THE SATISFACTION OF NY STATE PARKS.

5. PROVIDE DUMPSTER FOR USE BY ALL CONTRACTORS AND SUB-CONTRACTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOADING RUBBISH OR DEMOLITION ITEMS IN A NEAT AND ORDERLY WAY SO AS TO MAXIMIZE DUMPSTER CAPACITY. DUMPSTER LOCATION SHALL BE COORDINATED WITH THE

PARK REPRESENTATIVE.

6. CONTRACTOR TO ADHERE TO ALL OSHA GUIDELINES AND IS RESPONSIBLE FOR THE SAFETY OF

HIS/HER AND ANY SUB-CONTRACTOR'S CREW AND FOR PREVENTING ANY CONDITION WHICH MAY

ADVERSELY AFFECT THE FACILITY OR ITS OCCUPANTS. THE CONTRACTOR SHALL TAKE ALL

PRECAUTIONS TO PREVENT INJURY OR DAMAGE TO ANY PERSON OR PROPERTY.

7. THE CONTRACTOR SHALL FULLY COORDINATE ANY NECESSARY SERVICE SHUT-DOWN PERFORMED AS

PART OF THIS PROJECT WITH THE PARK REPRESENTATIVE AT LEAST 72 HOURS IN ADVANCE.

8. THE CONTRACTOR SHALL MAKE ALL EFFORTS TO LIMIT ANY DAMAGE TO EXISTING SURFACES OR SERVICE DURING THE COURSE OF THIS PROJECT. REPLACE ANY ITEM OR SERVICE AFFECTED BY THE WORK TO MATCH THE EXISTING ADJACENT SURFACES OR INTEGRATE INTO THE EXISTING SYSTEMS, IN

A TIMELY MANNER AT NO ADDITIONAL COST TO NYS PARKS.

9. ALLOWABLE WORK DAYS AND TIMES SHALL BE COORDINATED WITH PARK REPRESENTATIVE.

10. REMOVE ALL DEBRIS AND MATERIALS GENERATED BY THIS WORK, UNLESS OTHERWISE NOTED OR

DIRECTED, FROM THE SITE AND DISPOSE OF LEGALLY.

11. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 30 DAY NOTICE PRIOR TO THE START OF SCHEDULED

WORK TO ALLOW THE OFFICE OF PARKS, RECREATION AND HISTORIC PRESERVATION (OPRHP) TO NOTIFY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) OF TANK CLOSURE AND SUBMIT PRE-WORK NOTIFICATION AND PETROLEUM BULK STORAGE (PBS) REGISTRATION

DOCUMENTS.

12. DURING REMOVAL OF THE EXISTING 2,400 GALLON UNDERGROUND OIL TANK, THE CONTRACTOR SHALL TEST IF RESIDUAL OIL OR PETROLEUM PRODUCT ARE ENCOUNTERED WITHIN THE EXCAVATION AREA. IF CONTAMINANTS ARE ENCOUNTERED THE CONTRACTOR SHALL CONTACT PARK REPRESENTATIVE AND

STOP ALL OPERATION.

STOCKPILING AREA

NEW TOPSOIL AND SEED AREAS

1. THERE IS NO WORK ON THE HISTORIC STRUCTURE OF THIS FACILITY.

PROJECT SPECIFIC NOTES

1. THIS PROJECT WILL HAVE CONSTRUCTION INSPECTION PERFORMED BY A NYS OPRHP CODE

ENFORCEMENT OFFICIAL PER SECTION 105.3 OF THE BCNYS.

1. THE GENERAL CONTRACTOR MUST CONDUCT A PRE-CONSTRUCTION MEETING AND SITE WALK THROUGH WITH THE NYS PARKS REPRESENTATIVE AND OWNER PRIOR TO COMMENCEMENT OF ANY DEMOLITION OR REMOVAL OF MATERIALS UNLESS OTHERWISE NOTIFIED. ITEMS TO BE REMOVED AND SALVAGED OR DISCARDED SHALL BE

IDENTIFIED.

2. ALL SALVAGED MATERIALS, WHETHER RETAINED FOR REINSTALLATION OR REFERENCED DURING FABRICATION OF REPLACEMENTS, SHALL BE STORED AT A SECURE, DRY, AND WEATHER-PROTECTED FACILITY.

3. REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL DEMOLITION AND WASTE REQUIREMENTS.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT PROPERTY AND ANY ITEMS THAT MAY BE ADVERSELY AFFECTED BY THE DEMOLITION

EQUIPMENT, DEBRIS, AND DUST.

5. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM PROJECT WORK AREA ALL ITEMS DESIGNATED IN THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE NYS

PARKS REPRESENTATIVE.

6. DISPOSE OF DEMOLITION MATERIAL IN A MANNER APPROVED BY NYS CODES AND PARKS MANAGEMENT IMMEDIATELY FOLLOWING DEMOLITION UNLESS OTHERWISE

INSTRUCTED BY ARCHITECT.

7. ALL MATERIALS NOTED FOR DEMOLITION BECOME PROPERTY OF THE CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE SUITABLE, REUSE MATERIALS WITH

NYS PARKS REPRESENTATIVE'S PERMISSION.

8. ALL AREAS INDICATED FOR REMOVALS WITH ADJACENT SURFACES TO REMAIN SHALL BE "NEAT CUT".

9. ALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE DISTURBANCE, AND SHALL REMAIN IN PLACE UNTIL ALL

DISTURBED AREAS ARE STABILIZED.

MECHANICAL REMOVAL NOTES

DRAWING LIST

CULTURED STONE LANDSCAPING BED

EQUIPMENT SPECIFICATIONS NOTE

1. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AS LISTED TO MEET THE MANUFACTURER'S

SPECIFICATIONS PROVIDED OR APPROVED EQUAL.

Filename:O:\2021\BAB-2021100.09 PBS CBS STORAGE TANKS\CADD\CONTRACT PLANS\BAB-2021100.09_CS_C-501.DWG Plot Date: 6/30/2026 1:41 PM Plotted By: JOE MONTALDO

Description Date:No

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

123456789

89 123467 5

A

B

D

E

F

G

H

C

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

KEY PLAN:

RFQ #

SUBMISSIONS/ REVISIONS

OF

KP

JF

KP

CALEB SMITH STATE PARK

PROPANE TANK

SPECIFICATIONS 1

JM

G-002

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION

NOTE:

CONTRACTOR SHALL PROVIDE ALL

EQUIPMENT AS LISTED TO MEET THE

MANUFACTURER'S SPECIFICATIONS

PROVIDED OR APPROVED EQUAL

Filename:O:\2021\BAB-2021100.09 PBS CBS STORAGE TANKS\CADD\CONTRACT PLANS\BAB-2021100.09_CS_C-501.DWG Plot Date: 6/30/2026 1:41 PM Plotted By: JOE MONTALDO

Description Date:No

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

123456789

89 123467 5

A

B

D

E

F

G

H

C

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

KEY PLAN:

RFQ #

SUBMISSIONS/ REVISIONS

OF

KP

JF

KP

CALEB SMITH STATE PARK

SPECIFICATIONS 2

G-003

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION

NOTE:

CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AS LISTED

TO MEET THE MANUFACTURER'S SPECIFICATIONS

Filename:O:\2021\BAB-2021100.09 PBS CBS STORAGE TANKS\CADD\CONTRACT PLANS\BAB-2021100.09_CS_C-501.DWG Plot Date: 6/30/2026 1:41 PM Plotted By: JOE MONTALDO

Description Date:No

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

123456789

89 123467 5

A

B

D

E

F

G

H

C

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

KEY PLAN:

RFQ #

SUBMISSIONS/ REVISIONS

OF

KP

JF

KP

CALEB SMITH STATE PARK

SPECIFICATIONS 3

G-004

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION

NOTE:

CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AS LISTED

TO MEET THE MANUFACTURER'S SPECIFICATIONS

EXISTING UNDERGROUND TANK #15

PETROLEUM BULK STORAGE (PBS)

2,400 GALLON TANK TO BE REMOVED

34 35

NATURE MUSEUM

EXISTING FUEL LINE TO REMOVED

EXISTING TANK VENT AND OVERFILL

ALARM/LIGHT TO BE REMOVED

FOR PIPING WITHIN THE

BASEMENT SEE BASEMENT

REMOVAL PLAN ON THIS SHEET

FOR DETAILS

INSTALL 129 LF OF 6' HIGH CHAIN LINK

FENCE PANELS CONSTRUCTION FENCE

(TYP.)

EXISTING FLAG POLE TO REMAIN

APPROXIMATE LOCATION OF

STAGING AREA

FINAL LOCATIONS TO BE

COORDINATED WITH PARK

MANAGER

INSTALL SILT FENCE PER NEW YORK

STATE STANDARDS AND

SPECIFICATIONS FOR EROSION AND

SEDIMENT CONTROL

(TYP.)

AREA FOR SOIL STOCKPILE DURING

REMOVALS

CONTRACTOR TO INSTALL TREE

PROTECTION AROUND ALL EXISTING

TREES WITHIN 20' FROM WORK AREA.

(TYP.)

PEDESTRIAN ACCESS TO BE RESTRICTED

DURING CONSTRUCTION ACTIVITIES.

PER NYS BC 1501, PEDESTRIAN TRAFFIC

SHALL BE PROTECTED BY A DIRECTIONAL

BARRICADE. CONTRACTOR SHALL

CONSULT THE PARKS REPRESENTATIVE

FOR LOCATION OF SIGN FOR LOCATION

OF SIGNAGE.

CONTRACTOR TO INSTALL TREE

PROTECTION AROUND ALL EXISTING

TREES WITHIN 20' FROM WORK AREA.

(TYP.)

CONSTRUCTION ENTRANCE

EXISTING FUEL LINES AND

VALVES TO BE REMOVED

NATURE MUSEUM

BASEMENT

OMNTEC CONTROL PANEL AND

PNEUMERCATOR LIQUID LEVEL

CONTROL SYSTEM TO BE REMOVED.

TAG AND CAP ALL CONDUITS TO

REMAIN FOR POSSIBLE FUTURE

USE.

EXISTING FUEL LINES AND VALVES

TO BE REMOVED

EXISTING BOILER TO REMAIN.

EXISTING BURNER AND RELATED

EQUIPMENT TO BE REMOVED

EXISTING TANK VENT AND OVERFILL

ALARM/LIGHT TO BE REMOVED

FOR CONTINUATION OF

EXISTING FUEL LINE

REMOVAL SEE EXTERIOR

REMOVALS PLAN

SITE

N

0 10' 20'

SCALE IN FEET

N

EXTERIOR REMOVALS AND EROSION CONTROL PLAN

BASEMENT REMOVALS PLAN

SCALE IN FEET

4' 8'

KP

JF

KP

CALEB SMITH STATE PARK PBS

TANK REMOVAL AND EROSION

AND SEDIMENT CONTROL

PLAN AND DEMOLITION

JM

C-101

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION

Filename:O:\2021\BAB-2021100.09 PBS CBS STORAGE TANKS\CADD\CONTRACT PLANS\BAB-2021100.09_CS_C-101.DWG Plot Date: 6/30/2026 1:41 PM Plotted By: JOE MONTALDO

Description Date:No

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

123456789

89 123467 5

A

B

D

E

F

G

H

C

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

KEY PLAN:

RFQ #:

SUBMISSIONS/ REVISIONS

OF

AS SHOWN ON PLAN

BOARDS

BOARDS

C.R.Z.

TREES IN PAVING AREA

NATURAL AREAS

GROUP OF TREESINDIVIDUAL TREE

CURB

C.R.Z.

FENCE LOCATION PRIOR TO

CLEARING, GRADING AND PAVING

PERMEABLE

PAVING AREA

TREES NEAR

CONSTRUCTION ACTIVITY

LIMIT OF

CONSTRUCTION LINE

MINIMUM NECESSARY WORK AREA

(WOOD CHIP MULCH 100 TO 150 mm

(4'' TO 6'' DEPTH)

C.R.Z.

CRITICAL ROOT ZONE (C.R.Z.)

RADIUS = 1 FT. PER INCH

OF TRUNK DIAMETER

ADD BOARDS STRAPPED TO TRUNK

DUE TO CLOSENESS OF FENCE

LESS THAN 5' FROM TRUNK.

LINEAR CONSTRUCTION THROUGH TREES

TEMPORARY

ACCESS ROAD,

EXISTING

ROADWAY

OR EASEMENT

AS APPROVED

STEEL OR WOOD FENCE POSTS

MAX. 2.4 m (8') SPACING

STANDARD SYMBOL

FOR SILT FENCE (SF)

FLOW

SILT FENCE FABRIC

150 mm

(6'') MIN.

TRENCH CROSS SECTION

150 mm

(6'') MIN.

FABRIC TOE-IN

TRENCH (BACKFILLED)

2" x 4" WELDED WIRE

BACKING SUPPORT FOR

FABRIC (12.5 GA. WIRE)

1. STEEL OR WOOD POSTS WHICH SUPPORT THE SILT FENCE SHALL BE

INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.

POST MUST BE EMBEDDED A MINIMUM OF 300 mm (12 INCHES). IF WOOD POSTS CANNOT ACHIEVE 300 mm (12 inches) DEPTH, USE STEEL POSTS.

2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR

MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS

FLAT AND PERPENDICULAR TO THE LINE OF FLOW.

3. THE TRENCH MUST BE A MINIMUM OF 150 mm (6 inches) DEEP AND 150 mm (6 inches) WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE

GROUND AND BACKFILLED WITH COMPACTED MATERIAL.

4. SILT FENCE FABRIC SHOULD BE SECURELY FASTENED TO EACH STEEL OR

WOOD SUPPORT POST OR TO WOVEN WIRE , WHICH IS IN TURN ATTACHED TO

THE STEEL OR WOOD FENCE POST.

5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND

REPAIR OR REPLACEMENT SHALL BE MADE PROMPTY AS NEEDED.

6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED

SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.

7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF

150 mm (6 inches). THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE

AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL

SILTATION.

TREE PROTECTION DETAIL

NOT TO SCALE

SILT FENCE DETAIL

NOT TO SCALE

FENCE LOCATION

DURING

PERMEABLE PAVING

INSTALLATIONWOOD CHIP MULCH

AREA (4''-6'') DEPTH

NATURE MUSEUM

G G

G

G G

GG

G

G

D R

IV

EW

AY

EX

IS

TI

N

G E

D G

E O

F

AS

PH

AL

T

EX

IS

TI

N

G E

D G

E O

F

AS

PH

AL

T

D R

IV

EW

AY

' F

R O

M P

O R

C H

TO

T

AN

K

' F

R O

M

BA

SE

M

EN

T

TO

T

AN

K

PROPOSED

UNDERGROUND PARACO

1,000 GALLON LP

PROPANE TANK AND

CONCRETE PADS

(SEE SHEET C-501)

PROPOSED DOME COVER

PROPOSED UNDERGROUND 12 " Ø

TYPE K SOFT COPPER GAS TUBE

PROPOSED SECOND STAGE REGULATOR

TO BE INSTALLED ON EXISTING PORCH COLUMN

PROPOSED 1.25" GAS LINE TO BE CAPPED FOR

POSSIBLE FUTURE USE.

PROPOSED 1.5" GAS LINE TO BE SPLIT INTO

TWO (2) 1.25" GAS LINES.

PROPOSED 1.25" GAS LINE TO BE CONNECTED

TO NEW CARLIN 201GAS 120 VAC, 60Hz

1-PHASE GAS BURNER.

APPROXIMATE LOCATION

OF STAGING AREA

FINAL LOCATIONS TO BE

COORDINATED WITH PARK

MANAGER

TOPSOIL AND SEED AFFECTED AREAS

AS PER NEW YORK STATE DEPARTMENT

OF TRANSPORTATION STANDARD

SPECIFICATIONS SECTION 611

INSTALL GAS LINE AT ORIGINAL

WALL PENETRATION LOCATION

INSTALL NEW MIN. 8" DIA. STAINLESS STEEL

DOUBLE WALL CHIMNEY FLUE; IN

ACCORDANCE WITH ALL APPLICABLE STATE

AND LOCAL CODES.

CONTRACTOR TO VERIFY DIAMETER OF

CHIMNEY PRIOR TO ORDERING CHIMNEY PIPE.

SEE CULTURED STONE

LANDSCAPING DETAIL

(ON THIS SHEET)

CONTRACTOR TO INSTALL TREE

PROTECTION AROUND ALL EXISTING

TREES WITHIN 20' FROM WORK AREA.

(TYP.)

EXISTING FLAG POLE

REFER TO NOTES 13-15

UNDER THE GENERAL NOTES

ON SHEET G-001 FOR

PEDESTRIAN TRAFFIC PER

NYS BC 1501. AS PER PARKS

REPRESENTATIVE.

4" THICK CONCRETE SLAB

UNDER TANK

SITE

N

0 5' 10'

SCALE IN FEET

SITE PLAN

CULTURED STONE LANDSCAPING DETAIL

PROPOSED DOME COVERAGE

PROVIDE TWENTY-FOUR (24) DWARF

FOUNTAIN GRASS

MAX. 12" IN HEIGHT

(FINAL PLANTINGS TO BE COORDINATED

WITH PARKS MANAGER.)

10' DIAMETER CULTURED STONE

LANDSCAPE BED.

(PROVIDE 1' HEIGHT PLANTINGS

WITH 1' OF TOPSOIL)

0 2' 4'

SCALE IN FEET

N

Filename:O:\2021\BAB-2021100.09 PBS CBS STORAGE TANKS\CADD\CONTRACT PLANS\BAB-2021100.09_CS_C-102.DWG Plot Date: 6/30/2026 1:41 PM Plotted By: JOE MONTALDO

Description Date:No

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

123456789

89 123467 5

A

B

D

E

F

G

H

C

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

KEY PLAN:

RFQ #

SUBMISSIONS/ REVISIONS

OF

KP

JF

KP

CALEB SMITH STATE PARK

SITE PLAN

PROPOSED INSTALLATION

JM

C-102

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION

1' -9

1'

-9

3' -6

TANK EXCAVATION ELEVATION

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

5"5/8"

1,000 GALLON UNDERGROUND

LP TANK

DETAIL A

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

SLOPED GRADE

PROPANE TANK TOP VIEW

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

SECTION A-A

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

FINISHED

GRADE

SIDE ELEVATION

1,000 GALLON UNDERGROUND

LP TANK

7'-0"

3' -5

1 2" 31 2"

5' -6

FINISHED

GRADE

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

GROUND LEVEL

12" DIRT

6" SAND

6" SAND

6"

1' -0

6"

6"

2' -0

WIDTH

MINIMUM

GAS LINE TRENCH SECTION

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

COVERED PORCH

2'-6"

6"

2' -3

LIFTING LUGS

TYP. 4

DOME COVER

3/4 " VENT

ASSEMBLY

FISHER ROSEMOUNT

FIRST STAGE RECULATOR

MODEL R622H

COATING TO EXTEND 6"

ONTO EXPOSED PIPING

2 " Ø TYPE K

SOFT COPPER TUBE

TO SECOND STAGE REGULATOR

BURIED PIPING TO BE COATED TO PREVENT

CORROSION

TOP OF TANK

2 1/2 " MPT

THREADED RISER

DIP TUBE

UP TO 30" LONG

3/4" BAFFLE PIPE

SUPPLIED WITH VAVLE

UP TO 30" LONG

SHERWOOD

2-1/2" FNPT CLUSTER VALVE

FOR ASME UNDERGROUND

PROPANE TANKS

FISHER ROSEMOUNT

PIG TAIL

DOME

SLOT IN BOTTOM

OF DOME RISER

CL OF DOME

TANK RISER

SHERWOOD

2-1/2" FNPT

CLUSTER VALVE

FOR ASME

UNDERGROUND

PROPANE TANKS

LIQUID WITHDRAWAL

VALVE

COATING TO

EXTEND 6" ABOVEGROUND

LIFTING LUGS

FISHER ROSEMOUNT

SECOND STAGE REGULATOR

MODEL R622

TO BE INSTALLED ON

EXISTING PORCH COLUMN

UNDERGROUND

GAS PIPE

YELLOW GAS CAUTION TAPE

JUST UNDER THE SURFACE

BUILDING WALL /

FOUNDATION

INSTALL GAS LINE

AT ORIGINAL

WALL

PENETRATION

LOCATION

PORCH COLUMN

6" 1'

-9 "2' -3

2'-6"2'-6"

12'-7" 10'-1" 1'-3"1'-3"

16'-0"

6'-3" 6'-4"

21'-0"

6' -4

2'-6"

1' -9

FITTING LAYOUT

11-1/2"

CENTER

CIRCUMFERENTIAL

WELD SEAM

9-1/4"

1'-6"

8' -0

12'-7"

16'-0"

6'-3" 6'-4"

21'-0"

6" PEA GRAVEL COMPACTED TO 2000LBS PER SF

3"

#4 BARS AT 12" O.C. EACH

DIRECTION (TYP.)

4" REINFORCED CONCRETE

#4 BARS AT 12" O.C. EACH

DIRECTION (TYP.)

4" REINFORCED CONCRETE

6" PEA GRAVEL

COMPACTED TO 2000LBS

PER SF

8" TO 12" NUMBER

8 PROCESSED

AGGREGATE

PEA GRAVEL

(ASTM C33 FOR

STRUCTURAL

USE)

4" CONCRETE SLAB WITH

#4 BARS AT 12" O.C. EACH DIRECTION

6 - 3/4" GALVANIZED EYE

HOOKS

1,000 GALLON

UNDERGROUND LP

TANK

8" TO 12" NUMBER

8 PROCESSED

AGGREGATE

PEA GRAVEL

(ASTM C33 FOR

STRUCTURAL

USE)

2" PLASTIC COATED

GALVANIZED CABLE TO

TIE DOWN THE TANKS

(TYP.)

8" TO 12" NUMBER

8 PROCESSED

AGGREGATE

PEA GRAVEL

(ASTM C33 FOR

STRUCTURAL

USE)

6" 6"

20'-0"

FILLER VALVE

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

SITE

N

SITE

N

TANK INSTALLATION NOTES:

1. ALL BURIED PROPANE PIPING SHALL BE CONSTRUCTED OF POLYETHYLENE PLASTIC. POLYETHYLENE PLASTIC PIPE, TUBING, AND FITTINGS SHALL CONFORM TO ASTM D 2513 AND SHALL BE MARKED "GAS" AND "ASTM D 2513". POLYVINYL CHLORIDE (PVC) AND CHLORINATED POLYVINYL CHLORIDE

(CPVC) PLASTIC PIPE, TUBING, AND FITTINGS SHALL NOT BE USED TO SUPPLY FUEL GAS.

2. BURIED PROPANE PIPING SHALL HAVE A MINIMUM COVER OF 18-INCHES. PROVIDE TRENCH WITH 6-INCH DEEP SAND BED FOR SUPPORT OF PIPE.

COORDINATE ROUTING WITH INSTILLATION OF UNDERGROUND UTILITIES BY OTHER TRADES. PROVIDE A MINIMUM SEPARATION DISTANCE OF

6-INCHES BETWEEN PROPANE PIPING AND ELECTRICAL LINES.

3. INSTALL A YELLOW INSULATED COPPER TRACER WIRE ADJACENT TO UNDERGROUND NONMETALLIC PIPING. TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE NONMETALLIC PIPING. TRACER WIRE SIZE SHALL NOT BE LESS THAN 18 AWG AND THE INSULATION TYPE

SHALL BE SUITABLE FOR DIRECT BURIAL.

4. ALL ABOVE GROUND PROPANE PIPING SHALL BE CONSTRUCTED OF ASTM A53/A53M SCHEDULE 40 GALVANIZED STEEL. PLASTIC PIPE SHALL NOT BE PERMITTED ABOVE GROUND EXCEPT WHERE INSTALLED IN PRE-MANUFACTURED ANODELESS RISERS OR SERVICE HEAD ADAPTER RISERS.

PROVIDE ANODELESS RISER AT TRANSITIONS FROM BURIED TO ABOVE GROUND PIPING. INSTALL ANODELESS RISERS IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

5. PROVIDE ELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS.

6. EXPOSED PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED "GAS" IN BLACK LETTERS. PIPE MARKERS SHALL BE SPACED AT INTERVALS NOT

EXCEEDING 5 FEET.

7. PRESSURE TEST PIPE WITH AIR, NITROGEN, CARBON DIOXIDE, OR AN INERT GAS (OXYGEN SHALL NOT BE USED). TEST PRESSURE SHALL NOT BE LESS THAN 1.5 TIMES THE PROPOSED MAXIMUM WORKING PRESSURE, BUT NOT LESS THAN 3 PSIG. TEST DURATION SHALL NOT BE LESS THAN ONE-HALF HOUR FOR EACH 500 CUBIC FEET OF PIPE VOLUME. WHEN TESTING A SYSTEM HAVING A VOLUME LESS THAN 10 CUBIC FEET THE DURATION SHALL NOT BE LESS THAN 10 MINUTES. TEST DURATION SHALL NOT BE REQUIRED TO EXCEED 24 HOURS.

8. OBTAIN A MARK-OUT OF ALL BURIED UTILITIES PRIOR TO THE START OF ANY EXCAVATION WORK.

9. SAWCUT, TRENCH, BACKFILL, AND RESTORE EXISTING SITE AS REQUIRED FOR THE INSTALLATION OF NEW PROPANE PIPING.

10. CORE DRILL ALL NEW WALL PENETRATIONS AND SEAL ANNULAR SPACES WITH NON-SHRINK, NON METALLIC GROUT.

11. ALL WORK ON THIS SHEET SHALL BE PERFORMED BY CONTRACT 'P' UNLESS OTHERWISE NOTED.

Filename:O:\2021\BAB-2021100.09 PBS CBS STORAGE TANKS\CADD\CONTRACT PLANS\BAB-2021100.09_CS_C-501.DWG Plot Date: 6/30/2026 2:38 PM Plotted By: JOE MONTALDO

Description Date:No

CONSULTANTS:

Greenman-Pedersen, Inc.

175 Pinelawn Road, Suite 400 Melville, NY 11747

123456789

89 123467 5

A

B

D

E

F

G

H

C

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

KEY PLAN:

RFQ #

SUBMISSIONS/ REVISIONS

OF

KP

JF

KP

CALEB SMITH STATE PARK

PROPANE TANK DETAIL

MJ

C-501

LI-008

581 WEST JERICHO TURNPIKE

SMITHTOWN, NY 11787

CALEB SMITH STATE PARK

PBS TANK REMOVAL AND PROPANE TANK INSTALLATION