Size 2,500 SF - Pad with Drive-Thru

Asking RentUpon request

PossessionImmediate

CurrentlyVacant Parking Lot

Co-TenantsGiunta’s Meat Farms

NeighborsBank of America, 7-11, CVS, Subway, Outback Steakhouse

Comments Traffic Light Access

Pad facing Union Avenue

Joanne Argenti jargenti@ripcony.com 516.933.8880

Tom Rettaliata trettaliata@ripcony.com 516.933.8880

Contact our exclusive agents:

Demographics 2017 Estimates

RETAIL

± 2,500 SFPad with Drive-Thru

Available for Lease

1 Mile 3 Miles 5 Miles

Population 9,587 84,663 233,626

Households 3,130 28,968 80,749

Median Household Income

$114,112 $103,991 $100,997

DaytimePopulation

3,198 42,460 117,561

Holbrook, NY 328-350 Union Avenue

N

RAILROAD AVENUE

CO

ATES A

VEN

UE NMAIN STREET

PATCHOGUE - HOLBROOK ROAD

PATCHOGUE - HOLBROOK ROAD

UNION AVENUE

328-350 Union AvenueHolbrook, New YorkOBLIQUE AERIAL

Holbrook, NYMARKET AERIAL

NN

NIC

OLLS R

OA

D

PORTION ROAD

MAIN STREET

PATCHOGUE - HOLBROOK ROAD

LONG ISLAND RAILROAD

LONG ISLAND EXPRESSWAY

24,828 VPD

9,195 VPD

8,593 VPD

49,321 VPD

175,188 VPD

79,783 VPD

UNION AVENUE

Ronkonkoma LIRR Station

328-350 UNION AVE

Island 16 Cinema de Lux

328-350 Union AvenueHolbrook, New YorkMARKET AERIAL

Manhattan150 East 58th St.15th FloorNew York, NY 10155

T. 212.750.6565

Long Island100 Jericho QuadrangleSuite 120Jericho, NY 11753

T. 516.933.8880

Brooklyn32 Court Street10th FloorBrooklyn, NY 11201

T. 212.750.6565

New Jersey125 Chubb AvenueSuite 150 SLyndhurst, NJ 07071

T. 201.777.2300

*All information is from sources deemed reliable and is submitted subject to errors,

omissions, change of price, terms, rental prior to sale and withdrawal notices.

ripcony.com

SITE PLAN

N

328-350 Union AvenueHolbrook, New YorkSITE PLAN

UNION AVENUE(A.K.A. LONG ISLAND AVENUE)

(VARIABLE WIDTH)

MAIN

STREET

(A.K.A. OLD PATCHOGUE-HOLBROOK ROAD)

(VARIABLE WIDTH)

APPROXIMATE LOCATION OFRELOCATED SHOPPING CENTER

PYLON SIGN (BY LANDLORD)

ZONE: J5USE: RETAIL

APPROXIMATE LOCATION OFTEMPORARY CONSTRUCTION

FENCE (TO BE MODIFIED DURINGCONSTRUCTION BY THE

CONTRACTOR AS NECESSARY)(TYP.)

ZONE: J5USE: GAS STATION

ZONE: J2USE: RETAIL

6

9

EXIST. CONC. ISLANDTO BE REMOVED AND REPLACED

WITH LANDSCAPING

3

6

54

3'9'

4'9'6

710

811

912

4'

21

3

9'

10

24'

20'

UTILITYPOLE

CP CONCRETE PAD

CW CONCRETE SIDEWALK

EXISTING PROPOSEDPROPOSED LEGEND

PROPOSED KEYDESCRIPTIONS

BUILDING

CANOPY

PROPERTYLINE

ADJACENTPROPERTY LINE

CURB

DEPRESSEDCURB

PAINTEDARROWS

ACCESSIBLESYMBOLPARKINGCOUNT

PAVERS

CONCRETE PAD/WALK

BOLLARD/ LIGHTBOLLARD

INLET

MANHOLECOVER

LIGHT/LIGHT W/ SHIELD

DOORLOCATION

SMOKERSPOLE

5

GASVALVEWATERVALVE

TRAFFICSIGNAL

SIGN

TREE

PYLONSIGN

BC CONCRETE FILLED BOLLARD*

AS ON-SITE ASPHALT PAVEMENT

CI CONCRETE ISLAND

BI BIKE RACK*

CC CONCRETE CURB

CM CANOPY COLUMN

CY CANOPY

HS PAINTED ACCESSIBLE PARKING SYMBOL / STRIPING (BLUE)

HR ACCESSIBLE RAMP

IL ILLUMINATED BOLLARD*

LS LANDSCAPED AREA

ME MEET EXISTING PAVEMENT, CURB AND SIDEWALKFLUSH WITH NO TRIPPING HAZARD

PS SMOKERS POLE*

PY PYLON SIGN

SB PAINTED STOP LINE

SY DOUBLE PAINTED LINE (YELLOW)

PROPOSED SIGNAGEDESCRIPTIONS

TEMPORARYCONSTRUCTION FENCE

(RELOCATED)

SAWCUT LINE/LIMIT OF WORK

00 "STOP" SIGN MUTCD R1-1"DO NOT ENTER" SIGN MUTCD R5-1

01 "STOP" SIGNMUTCD R1-1

12 "NO PARKING ANY TIME" SIGN (GENERAL)MUTCD R7-1 (MOD.)

13 "RESERVED PARKING" SIGN (WITHOUT ARROW)MUTCD R7-8 (MOD.)

50 "ENTER" SIGN *

54 "PARKING FOR LOW EMITTING & FUEL EFFICIENT VEHICLES ONLY" SIGN

BP BRICK PAVER WALKWAY*

SITE & REMOVAL PLAN NOTES:THE GENERAL NOTES ON THE COVER SHEET SHALL BE PART OFTHIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THECONTRACT DOCUMENTS. THE GENERAL NOTES ON THE COVERSHEET ARE REFERENCED HEREIN AND ARE TO BE REFERREDTO BY THE CONTRACTOR. THE CONTRACTOR IS TOFAMILIARIZE HIMSELF AND ACKNOWLEDGES HIS FAMILIARITYWITH ALL THE GENERAL NOTES AS WELL AS ANY AND ALLDRAWING SHEET SPECIFIC NOTES BELOW.

2. SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS.

3. LIGHTING FIXTURES SHALL BE "LOW CUTOFF" TYPE (MAX.PROJECTION = 75°) AND SHALL BE SHIELDED SO AS NOT TOSHINE ONTO NEIGHBORING PROPERTIES.

4. LOCATION OF EXISTING AND PROPOSED SERVICES SHOWN AREAPPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY BYTHE CONTRACTOR WITH THE UTILITY COMPANIES PRIOR TOCOMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIESEXIST, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING.

5. STORMWATER RUNOFF WITHIN DISTURBED TO BE COLLECTEDON-SITE WITH NO OVERLAND RUNOFF ONTO RIGHT-OF-WAY ORADJACENT PROPERTIES.

6. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESSSOILS, ETC. SHALL BE PROPERLY REMOVED & DISPOSED OFOFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES & LAWS.

7. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSIONCONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYSGUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL TOPREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHINGONTO ADJACENT PROPERTIES.

8. DIRECTIONAL SIGNAGE TO COMPLY WITH THE LATEST NYSMUTCD STANDARDS.

9. ALL SIDEWALKS, CURBS, AND PAVEMENT DAMAGED BYCONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED,WHETHER SPECIFIED ON THIS PLAN OR NOT.

10. CONTRACTOR SHALL REFER TO TD BANK STANDARD DETAILSHEET FOR ITEMS DESIGNATED AS "TD BANK STANDARDS" FORDETAILS & SPECIFICATIONS.

11. ALL ON-SITE CURBING TO BE 6" CONCRETE CURB UNLESSNOTED OTHERWISE.

12. ALL TRASH GENERATED BY TD BANK WILL BE STORED INDOORSAND COLLECTED NIGHTLY FOR DISPOSAL DUE TO THESENSITIVE NATURE OF THE MATERIAL. AN OUTDOOR TRASHENCLOSURE WILL NOT BE PROVIDED.

13. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THECONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FORFIELD-VERIFYING THEIR PRESENCE.

14. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEANMATERIALS. CONTRACTOR SHALL REFER TO GEOTECHNICALENGINEER REPORTS. THE CONTRACTOR SHALL BERESPONSIBLE FOR COMPACTION TESTING AND SHALL SUBMITSUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORDAND OWNER.

15. WORK WITHIN THE R.O.W. OF UNION AVENUE AND MAIN STREETSHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLEREQUIREMENTS OF THE TOWN OF BROOKHAVEN DIVISION OFTRAFFIC AND SAFETY STANDARDS.

16. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONGTHE DESIGNATED LINE WITH A STRAIGHT VERTICAL EDGE FREEFROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINSEXISTING PAVEMENT.

17. THE CONTRACTOR SHALL ENSURE ANY EXISTING ASBESTOSCONTAINING MATERIALS ARE REMOVED FROM SUBJECTPREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALLPERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED.

18. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN,SUITABLE MATERIAL. THE CONTRACTOR SHALL REFER TO THEGEOTECHNICAL REPORT OR CONSULT WITH THEGEOTECHNICAL ENGINEER FOR INSPECTION ANDCERTIFICATION.

19. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOORSLABS, FOUNDATION WALLS, CURBING, PAVEMENT, FOOTINGSAND UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL BEREMOVED FROM THE SITE. QUESTIONABLE ITEMSENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEEROF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL ORDISTURBANCE.

20. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHENPERFORMING ANY WORK ACTIVITIES ADJACENT TOSTRUCTURES TO REMAIN. CONTRACTOR SHALL BERESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES ASNECESSARY TO ENSURE THE STRUCTURAL STABILITY OFEXPOSED AND/OR BELOW GRADE FOUNDATIONS/ WALLS/SIDEWALKS AND PAVEMENT TO REMAIN, AND SHALL PROVIDE ASAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TOSUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KINDCONDITIONS AT THE CONTRACTOR'S EXPENSE.

21. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TOPROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURINGREMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS,SAFETY PROVISIONS WITHIN THE R.O.W. (E.G. ACCESSIBLERAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, PAVEMENTSTRIPING, ETC.) SHALL BE THE CONTRACTOR'SRESPONSIBILITY. THE CONTRACTOR SHALL DETERMINEAPPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDETEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OFTHE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTSCAN BE INSTALLED.

22. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TOENSURE THE SAFETY OF ITS EMPLOYEES, THE GENERALPUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES,PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION ANDREMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE,COUNTY AND LOCAL CODES AND REGULATIONS. THE OWNERAND ENGINEER ASSUME NO RESPONSIBILITIES FOR THECONTRACTOR'S SAFETY PROGRAMS & PROCEDURES INCONNECTION WITH THE WORK.

23. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVEFENCE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY ANDLOCAL CODES AND REGULATIONS (NYS INDUSTRIAL CODE PART23 ) AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST ASA RESULT OF REMOVAL ACTIVITIES.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINGTHE EXACT LOCATION, SIZE, TYPE, AND DEPTH OF UTILITIES,PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK.THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL"ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES AREPROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIORTO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEENTHE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTEDTO THE ENGINEER IN WRITING IMMEDIATELY. THECONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWNON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE ANDACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLEAT THE TIME OF THE SURVEY AND MUST BE CONFIRMEDACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITYDISCONNECTION WITH THE APPLICABLE UTILITY COMPANIESPRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSOADVISED THAT ALL SUCH FACILITIES DISTURBED DURINGCONSTRUCTION MUST BE REPAIRED OR REPLACED AT THECONTRACTOR'S EXPENSE.

25. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADEAREAS AND VOIDS RESULTING FROM THE REMOVAL OFSTRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OFMATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS,ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALLNOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TOPLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARYACTIONS IN ORDER TO ENSURE THAT AREAS TO BE FILLED AREFREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASHAND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERSNOT EXCEEDING 9 INCHES IN LOOSE DEPTH AND COMPACTEACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY.GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TOPROVIDE SURFACE DRAINAGE.

26. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BEEMPTIED, CLEANED AND REMOVED FROM THE SITE INACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCALREQUIREMENTS PRIOR TO REMOVAL OF EXISTING BUILDING.

27. CONTRACTOR SHALL PHASE CONSTRUCTION TO KEEP THEEXISTING DRIVE AISLE CLOSURES TO A MINIMUM DURING THECONSTRUCTION PROCESS. CONTRACTOR SHALL COORDINATEWITH THE LANDLORD AND EXISTING TENANTS FOR THECLOSURE OF THE EXISTING DRIVE AISLE.

THIS PLAN TO BE UTILIZED FOR SITE LAYOUTPURPOSES ONLY

CONCEPTPLAN

C-31"= 20'

0 2051020

SCALE

DO NOT SCALE

TOWN OF BROOKHAVEN NOTES1. ALL CONCRETE CURBING, SIDEWALKS AND DRAINAGE STRUCTURES SHALL

CONFORM TO PLANNING BOARD STANDARD DETAIL AND SPECIFICATIONS.

2. TOWN OF BROOKHAVEN ENGINEERING INSPECTOR IN THE DEPARTMENT OFPLANNING ENVIRONMENT AND LAND MANAGEMENT SHALL BE NOTIFIED 48HOURS IN ADVANCE OF ALL CONSTRUCTION AT (631) 451-6400 BETWEEN THEHOURS OF 9:00 A.M.-4:30 P.M. MONDAY THRU FRIDAY.

3. ALL TRAFFIC CONTROL DEVICES (i.e. SIGNALS, SIGNS AND PAVEMENTMARKINGS) SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OFTHE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ANDAS DIRECTED BY THE TOWN OF BROOKHAVEN, DIVISION OF TRAFFICSAFETY/NYSDOT.

4. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICELAYOUTS AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF BROOKHAVENDIVISION OF TRAFFIC SAFETY 48 HOURS IN ADVANCE OF BEGINNING SUCHWORK ALONG A TOWN ROAD.

5. ALL PAVEMENT MARKINGS REQUIRED SHALL BE THERMOPLASTIC (SUFFOLKCOUNTY SPECIFICATIONS) UNLESS OTHERWISE NOTED ON PLAN.

6. PAVEMENT SPECIFICATIONS: PAVING SPECIFICATIONS OF 6" STABILIZED BASE, 3 1/2" DENSE BINDER COURSE

WITH 1 1/2" TOP WEARING COURSE (51 F) OR 6" STABILIZED BASE, 4" THICKNESSCOMPACTED STONE BLEND WITH 2" TOP WEARING COURSE.

8. NO CLEARING OR OTHER CONSTRUCTION ACTIVITY SHALL COMMENCE UNTIL ABUILDING PERMIT HAS BEEN ISSUED.

23'

10'

TYP. DRIVE-THRU QUEUING VEHICLE(SEE SITE PLAN THIS SHEET)

SITE ZONING MAPSCALE: 1" = 500'

TOWN OF ISLIP

7'TYP.

SW PAINTED PEDESTRIAN CROSSWALK

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LOCATION OF SITE

FOR

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SHEET TITLE:

PROJECT:

OF

2002 ORVILLE DRIVE NORTHRONKONKOMA , NY 11779

Phone: (631) 738-1200Fax: (631) 285-6464

www.BohlerEngineering.com

PERMITSET

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THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSONALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING

SPECIFICATIONS, UNLESS IT IS UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE

PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULLEXTENT OF THE ALTERATION ON THE DRAWINGS AND/OR IN THE

SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2)

ORK

CITY ONE CALL CEN TER

y.Safe

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gDiTHEN-LLAC-PO

TS N

EWY

& L.I.

1-800-272-4480

THE ABOVE REFERENCED REGIONS REQUIRENOTIFICATION BY EXCAVATORS, DESIGNERS, OR

ANY PERSON PREPARING TO DISTURB THEEARTH'S SURFACE ANYWHERE IN THAT REGION.

(NYC & L.I. 1-800-272-4480)

MB NYSDOT CASE #: N/A

HEALTH DEP. REF. #: C02-12-0015REV. 3

REVISIONS

REV DATE COMMENT BY

1

2

3

3/12/12 PER SCWA COMMENTS MB

5/7/12 PER SCDHSCOMMENTS DK

5/22/12 PER SCDHS & TOWNCOMMENTS DK

SITEDEVELOPMENT

PLANS

PROPOSEDTD BANK

328-350 UNION AVENUEHOLBROOK

TOWN OF BROOKHAVENSUFFOLK COUNTY, NY 11741

TAX MAP #: 200-802-1-21

10

JOSEPH A. DEAL

NEW YORK LICENSE No. 087122PROFESSIONAL ENGINEER

CONNECTICUT LICENSE No. 27585PENNSYLVANIA LICENSE No. PE077709

NEW JERSEY LICENSE No. 24GE04919900

15 PEDESTRIAN SIGN (SYMBOLIC) SIGNMUTCD W11-2