LI-HL-2026-001(A) EAGLE AVE OVERPASS DECK REPAIR REV Drawings 5-15-26 1.pdf

EAGLE AVENUE OVERPASS BRIDGE DECK REPAIRS

ADDRESS: HEMPSTEAD STATE PARK

EAGLE AVE , WEST HEMPSTEAD, NY 11552

CONSULTANTS:

CASHIN ASSOCIATES, P.C

1200 VETERANS MEMORIAL HIGHWAY

HAUPPAUGE, NY 11788

ENGINEER OF RECORD - JAMES A. GLADYSZ, P.E.

GEORGE GORMAN, JR.

REGIONAL DIRECTOR

LONG ISLAND STATE PARKS

DATE:DATE:

VESNA HADZIBABIC, P.E.

CAPITAL DISTRICT MANAGER

LONG ISLAND STATE PARKS

T001

LONG ISLAND CAPITAL DISTRICT

625 BELMONT AVENUE

WEST BABYLON, NY 11704

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

ENGINEER/ARCHITECT OF RECORD

NAME

DATE

KATHY HOCHUL KATHY MOSER

GOVERNOR

JAMES GLADYSZ, P.E.

No. 063780 MARCH 15, 2026

FRONT ELEVATION SHEET

SUBMISSION: BID SET

NOT TO SCALE

LOCATION PLAN

NOT TO SCALE NOT TO SCALE

AERIAL PHOTO

DATE: MAY 15th, 2026

PROJECT #: LI-HL2026-001 (A)

S U F F O L K

C O U N T Y

NORTH

HEMPSTEAD

HEMPSTEAD

N A S S A U

C O U N T YQ U E E N S

SMITHTOWN

BABYLON

OYSTER BAY HUNTINGTON

ISLIP

BROOKHAVEN

C O N N E C T I C U T

RIVERHEAD

ACTING COMMISSIONER

CONTRACT #: (RFQ)

AutoCAD SHX Text Long Island Sound

AutoCAD SHX Text Great South Bay

AutoCAD SHX Text Atlantic Ocean

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

LAKE DRIVE

AutoCAD SHX Text

SOUTHERN STATE PARKWAY

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

EAGLE AVENUE

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/26/2026

12-5-2025

2 MPT DRAWINGS 4/29/2026

PROJECT/ BUILDING PERMITTING NOTES /

REQUIREMENTS / REQUIRED SPECIAL INSPECTION

LF LINEAR FEET

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NYS NEW YORK STATE

OPRHP OFFICE OF PARKS, RECREATION,

AND HISTORIC PRESERVATION

RCA RECYCLED CONCRETE AGGREGATE

TUON TYPICAL UNLESS OTHERWISE NOTED

VIF VERIFY IN FIELD

NIC NOT IN CONTRACT

ABBREVIATIONS

LIST OF DRAWINGS

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 EFFECTED 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

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 CODES

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. 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.

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

12. 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.

13. 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.

14. 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.

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

16. 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.

17. 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.

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

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

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND CONTROL OF TRAFFIC IN CONFORMANCE WITH NYS MUTCD

STANDARDS

21. 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.

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

23. 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.

24. 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.

25. 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.

GENERAL DEMOLITION/

REMOVAL NOTES

PROJECT/ BUILDING PERMITTING NOTES /

REQUIREMENTS / REQUIRED SPECIAL INSPECTION

1. CONSTRUCTION PERMIT .

2. SPECIAL INSPECTIONS: INSPECTION REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY

PLACEMENT, AND VERIFY USE OF REQUIRED DESIGN MIX.

3. NYSDOT PERMIT AS REQUIRED.

1. PERFORM ALL WORK IN A WORKMANLIKE MANNER, IN COMPLIANCE WITH THE LATEST ADOPTED EDITIONS OF ALL CODES, INCLUDING THE

UNIFORM BUILDING CODES OF NEW YORK STATE, NEC, ETC..

2. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MECHANICAL DEVICES, ELECTRICAL DEVICES, CONDUITS, FITTINGS, PIPING, WIRING, ETC. AND ALL ELECTRICAL EQUIPMENT SCHEDULED OR INDICATED ON THE PLANS REGARDLESS OF WHERE EVER THEY ARE SPECIFICALLY SHOWN OR NOT. EQUIPMENT INSTALLATION SHALL BE 100% COMPLETE FOR PROPER EQUIPMENT FUNCTION AND/OR OPERATION AT

COMPLETION OF THE PROJECT.

3. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES REQUIRED TO COMPLETE THE WORK SHOWN ON THE CONTRACT DRAWINGS TO THE APPROVAL OF NEW YORK STATE PARKS, RECREATION AND HISTORIC PRESERVATION AND ARCHITECT/ENGINEER.

4. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE A.S.T.M. SPECIFICATIONS APPLICABLE, AND TO CONFORM WITH THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTE ( A.C.I., A.I.S.C., ETC. ) WHERE APPLICABLE ALL MATERIAL INCORPORATED INTO THE WORK SHALL BE NEW.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGES, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF-ALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD

PRACTICE.

6. EACH CONTRACTOR SHALL BE HELD STRICTLY RESPONSIBLE FOR HIS WORK. ANY DISCREPANCIES ON THE PLANS OR DETAILS SHALL BE

CALLED TO THE ATTENTION OF THE ARCHITECT/ENGINEER.

7. ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND IN ACCORDANCE WITH THE UNIFORM BUILDING CODES OF NEW YORK STATE.

8. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER.

9. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL EQUIPMENT. ALL ACCESS PANELS

SHALL BE CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING.

10. INSTALL MATERIAL, EQUIPMENT, HARDWARE, ETC. IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. SET LEVEL AND PLUMB.

11. SEAL OPENINGS BETWEEN WALLS, FLOORS AND FIXTURES WITH MILDEW-RESISTANT SILICONE SEALANT SAME COLOR AS FIXTURE.

PENETRATIONS THROUGH FIRE-RATED WALL AND FLOORS SHALL BE FIRESTOPPED WITH APPROVED UL SYSTEMS. THE UL FIRESTOPPING SYSTEM SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

12. PROTECT MATERIAL, EQUIPMENT, HARDWARE, ETC. DURING CONSTRUCTION. AT COMPLETION CLEAN ALL EQUIPMENT USING

MANUFACTURER'S RECOMMENDED CLEANING METHODS AND MATERIALS.

13. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACINGS, BACKING PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER INSTALLATION OF ALL WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL AND/OR MISCELLANEOUS EQUIPMENT.

14. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, LOUVERS, EXPOSED PIPING, CONDUITS, ETC. SHALL BE FINISHED WITH INDUSTRIAL

ENAMEL PAINT AND COLOR CODED AS DIRECTED.

15. ALL RECESSED CABINETS, PANELS, BOXES LOCATED IN FIRE-RATED WALLS SHALL BE INSTALLED TO MAINTAIN THE FIRE-RATED

CONSTRUCTION.

16. ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICIAN, AS PER CODE.

17. ALL PLUMBING WORK TO BE DONE BY A LICENSED PLUMBER, AS PER CODE.

18. CONTRACTOR SHALL CONDUCT A PRIVATE UTILITY MARKOUT IN ALL AREAS TO BE EXCAVATED, IMPROVED, OR DISTURBED.

19. PRIOR TO EXCAVATION, CONTRACTOR SHALL CONTACT THE LOCAL "CALL BEFORE YOU DIG" AT 811 OR 1-800-272-4480 AND PROVIDE

PROPER NOTIFICATIONS AND MARK OUT AS APPLICABLE.

20. CONTRACTOR SHALL NOT BLOCK ROADWAY IN SUCH A MANNER AS TO PREVENT TRAFFIC FROM MOVING FREELY PAST THE PREMISES WITH

THE EXCEPTION OF DURING TIMES WHEN MOVING HEAVY EQUIPMENT MAY REQUIRE A TEMPORARY ROAD BLOCK.

21. ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS UNLESS OTHERWISE INDICATED IN THE

CONSTRUCTION DOCUMENTS. UNSUITABLE MATERIALS, CONSTRUCTION DEBRIS, EXCESS SOIL, ETC., SHALL BE PROPERLY REMOVED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL CODES, ORDINANCES, AND LAWS OF THE APPLICABLE GOVERNING JURISDICTIONS. ALL FILL, COMPACTION AND BACKFILL MATERIALS AND PLACEMENT METHODS REQUIRED FOR THE CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE CONTRACT SPECIFICATIONS..

ADDITIONAL CONSTRUCTION NOTES

LF LINEAR FEET

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NYS NEW YORK STATE

OPRHP OFFICE OF PARKS, RECREATION,

AND HISTORIC PRESERVATION

RCA RECYCLED CONCRETE AGGREGATE

TUON TYPICAL UNLESS OTHERWISE NOTED

VIF VERIFY IN FIELD

NIC NOT IN CONTRACT

ABBREVIATIONS

LIST OF DRAWINGS

LEGEND

1. INSTALLATION OF MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES

2. REPAIR OF SPALLS AND CRACKS IN EXISTING CONCRETE SLAB OF THE OVERPASS

3. FURNISH ALL LABOR, EQUIPMENT, MATERIALS, TOOLS, MEANS, METHODS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK AS

REQUIRED BY THE CONTRACT DOCUMENTS FOR THIS CONSTRUCTION CONTRACT.

4. CONSTRUCTION BARRIERS AND OTHER SECURITY MEASURES SUCH AS MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES.

5. EROSION AND SEDIMENT CONTROL MEASURES.

6. TEMPORARY FACILITIES AND CONTROLS.

7. PROJECT CLOSEOUT SUBMITTALS.

8. ALL OTHER REQUIREMENTS SHOWN ON THE PLANS OR INCLUDED IN THE SPECIFICATIONS.

9. INSTALLATION OF 5 ADA RAMPS.

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 & 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 WILL 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 THE DIRECTORS REPRESENTATIVE AND SHALL REMOVE TEMPORARY FACILITIES WHEN NO LONGER

REQUIRED.

8. 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.

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

10. 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.

CONSTRUCTION NOTES

GENERAL NOTES

TABLE OF ITEMS

3 REVISED 5/15/2026

AutoCAD SHX Text

1200 VETERANS

AutoCAD SHX Text

HAUPPAUGE, NEW YORK 11788

AutoCAD SHX Text

TEL. (631) 348-7600

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MEMORIAL HIGHWAY

AutoCAD SHX Text Associates, P.C.

AutoCAD SHX Text Cashin

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CONSTRUCTION MANAGEMENT

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ENGINEERING PLANNING

AutoCAD SHX Text Est. 1959

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SITE EAGLE AVE

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SHEET NO.

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DWG NO.

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SHEET TITLE

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AutoCAD SHX Text G001

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GENERAL

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GENERAL

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COVER

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GENERAL NOTES

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DISCIPLINE

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SHEET NO.

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SHEET TITLE

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AutoCAD SHX Text

AutoCAD SHX Text T001

AutoCAD SHX Text C101

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DISCIPLINE

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EXISTING CONDITIONS AND DEMOLITION PLAN

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CIVIL

AutoCAD SHX Text C201

AutoCAD SHX Text

CIVIL

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SITE SURVEY WITH PHOTOS

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LEGEND

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EXISTING

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PROPOSED

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CATCH BASIN

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EXISTING CONTOUR

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AutoCAD SHX Text 15.50

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SPOT ELEVATION

AutoCAD SHX Text V101

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CIVIL

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ALIGNMENT PLAN

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LONGITUDINAL CRACK

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ASPHALT PATCH AND MAPPING CRACKS

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TRAVERSE EXPANSION JOINT CRACK AND SPALLED ASPHALT

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WEARING COURSE

AutoCAD SHX Text C901

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CIVIL

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DETAIL I

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AutoCAD SHX Text C202

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CIVIL

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PROPOSED REPAIR LOCATIONS PLAN

AutoCAD SHX Text C902

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CIVIL

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DETAIL II

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TR201

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CIVIL

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WORK ZONE TRAFFIC CONTROL PLAN I

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MILLING AREA

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GENERAL NOTES

AutoCAD SHX Text G001

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TR202

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CIVIL

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WORK ZONE TRAFFIC CONTROL PLAN II

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WATER PROOFING ASPHALT WEARING COURSE

AutoCAD SHX Text

RELIEF JOINT

MICROMILLING ASPHALT

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/26/2026

12-5-2025

2 MPT DRAWINGS 4/29/2026

3 REVISED 5-15-2026

AutoCAD SHX Text 47.63

AutoCAD SHX Text 47.17

AutoCAD SHX Text 45.48

AutoCAD SHX Text 45.91

AutoCAD SHX Text 45.91

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AutoCAD SHX Text 45.70

AutoCAD SHX Text 45.95

AutoCAD SHX Text 45.90

AutoCAD SHX Text 45.73

AutoCAD SHX Text 46.44

AutoCAD SHX Text 47.44

AutoCAD SHX Text 47.92

AutoCAD SHX Text 46.66

AutoCAD SHX Text 46.30

AutoCAD SHX Text 46.31

AutoCAD SHX Text 46.66

AutoCAD SHX Text 46.72

AutoCAD SHX Text 46.33

AutoCAD SHX Text 46.99

AutoCAD SHX Text 47.81

AutoCAD SHX Text 48.28

AutoCAD SHX Text 48.70

AutoCAD SHX Text 48.23

AutoCAD SHX Text 47.40

AutoCAD SHX Text 46.70

AutoCAD SHX Text 47.15

AutoCAD SHX Text 47.34

AutoCAD SHX Text 47.75

AutoCAD SHX Text 48.04

AutoCAD SHX Text 48.87

AutoCAD SHX Text 49.39

AutoCAD SHX Text 50.01

AutoCAD SHX Text 49.50

AutoCAD SHX Text 48.65

AutoCAD SHX Text 47.98

AutoCAD SHX Text 48.36

AutoCAD SHX Text 49.09

AutoCAD SHX Text 48.73

AutoCAD SHX Text 49.37

AutoCAD SHX Text 50.19

AutoCAD SHX Text 50.65

AutoCAD SHX Text 50.99

AutoCAD SHX Text 50.17

AutoCAD SHX Text 49.34

AutoCAD SHX Text 49.67

AutoCAD SHX Text 49.26

AutoCAD SHX Text 48.98

AutoCAD SHX Text 48.77

AutoCAD SHX Text 49.52

AutoCAD SHX Text 49.80

AutoCAD SHX Text 50.22

AutoCAD SHX Text 50.18

AutoCAD SHX Text 50.37

AutoCAD SHX Text 50.39

AutoCAD SHX Text 50.29

AutoCAD SHX Text 50.35

AutoCAD SHX Text 50.28

AutoCAD SHX Text 50.10

AutoCAD SHX Text 50.92

AutoCAD SHX Text 51.81

AutoCAD SHX Text 52.51

AutoCAD SHX Text 51.67

AutoCAD SHX Text 51.16

AutoCAD SHX Text 50.57

AutoCAD SHX Text 49.95

AutoCAD SHX Text 50.17

AutoCAD SHX Text 51.67

AutoCAD SHX Text 51.35

AutoCAD SHX Text 51.77

AutoCAD SHX Text 52.50

AutoCAD SHX Text 53.28

AutoCAD SHX Text 54.05

AutoCAD SHX Text 53.30

AutoCAD SHX Text 52.34

AutoCAD SHX Text 52.67

AutoCAD SHX Text 54.88

AutoCAD SHX Text 54.04

AutoCAD SHX Text 53.31

AutoCAD SHX Text 53.65

AutoCAD SHX Text 54.56

AutoCAD SHX Text 54.18

AutoCAD SHX Text 54.77

AutoCAD SHX Text 55.54

AutoCAD SHX Text 56.11

AutoCAD SHX Text 55.37

AutoCAD SHX Text 54.76

AutoCAD SHX Text 55.10

AutoCAD SHX Text 55.36

AutoCAD SHX Text 55.00

AutoCAD SHX Text 55.72

AutoCAD SHX Text 56.58

AutoCAD SHX Text 56.83

AutoCAD SHX Text 56.07

AutoCAD SHX Text 55.28

AutoCAD SHX Text 55.69

AutoCAD SHX Text 56.10

AutoCAD SHX Text 55.61

AutoCAD SHX Text 56.28

AutoCAD SHX Text 57.03

AutoCAD SHX Text 57.22

AutoCAD SHX Text 56.46

AutoCAD SHX Text 55.76

AutoCAD SHX Text 56.40

AutoCAD SHX Text 56.54

AutoCAD SHX Text 55.78

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=56.15

AutoCAD SHX Text

NAIL SET IN ASPHALT

AutoCAD SHX Text

EL=50.17

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=51.15

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 12+11.70

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 11+15.20

AutoCAD SHX Text

EAGLE AVE

AutoCAD SHX Text

SOUTHERN STATE PKWY

AutoCAD SHX Text

WV

AutoCAD SHX Text 55.36

AutoCAD SHX Text 55.00

AutoCAD SHX Text 56.83

AutoCAD SHX Text 56.07

AutoCAD SHX Text 55.28

AutoCAD SHX Text 55.69

AutoCAD SHX Text 56.10

AutoCAD SHX Text 55.61

AutoCAD SHX Text 56.28

AutoCAD SHX Text 57.03

AutoCAD SHX Text 57.22

AutoCAD SHX Text 56.46

AutoCAD SHX Text 55.76

AutoCAD SHX Text 56.40

AutoCAD SHX Text 56.54

AutoCAD SHX Text 55.78

AutoCAD SHX Text 56.44

AutoCAD SHX Text 57.26

AutoCAD SHX Text 57.15

AutoCAD SHX Text 56.40

AutoCAD SHX Text 55.76

AutoCAD SHX Text 56.29

AutoCAD SHX Text 55.91

AutoCAD SHX Text 55.42

AutoCAD SHX Text 56.23

AutoCAD SHX Text 57.02

AutoCAD SHX Text 56.80

AutoCAD SHX Text 56.01

AutoCAD SHX Text 55.09

AutoCAD SHX Text 55.34

AutoCAD SHX Text 55.04

AutoCAD SHX Text 54.67

AutoCAD SHX Text 55.49

AutoCAD SHX Text 56.44

AutoCAD SHX Text 55.92

AutoCAD SHX Text 54.92

AutoCAD SHX Text 54.20

AutoCAD SHX Text 54.56

AutoCAD SHX Text 53.76

AutoCAD SHX Text 53.49

AutoCAD SHX Text 54.15

AutoCAD SHX Text 55.17

AutoCAD SHX Text 54.29

AutoCAD SHX Text 53.44

AutoCAD SHX Text 52.60

AutoCAD SHX Text 52.78

AutoCAD SHX Text 52.01

AutoCAD SHX Text 51.68

AutoCAD SHX Text 51.70

AutoCAD SHX Text 51.72

AutoCAD SHX Text 51.58

AutoCAD SHX Text 51.96

AutoCAD SHX Text 51.64

AutoCAD SHX Text 51.25

AutoCAD SHX Text 51.12

AutoCAD SHX Text 50.78

AutoCAD SHX Text 51.01

AutoCAD SHX Text 52.13

AutoCAD SHX Text 52.64

AutoCAD SHX Text 53.49

AutoCAD SHX Text 52.71

AutoCAD SHX Text 52.34

AutoCAD SHX Text 51.87

AutoCAD SHX Text 51.35

AutoCAD SHX Text 51.71

AutoCAD SHX Text 51.02

AutoCAD SHX Text 50.65

AutoCAD SHX Text 51.14

AutoCAD SHX Text 51.61

AutoCAD SHX Text 52.04

AutoCAD SHX Text 52.01

AutoCAD SHX Text 51.51

AutoCAD SHX Text 50.84

AutoCAD SHX Text 50.34

AutoCAD SHX Text 49.84

AutoCAD SHX Text 50.15

AutoCAD SHX Text 50.13

AutoCAD SHX Text 50.83

AutoCAD SHX Text 50.36

AutoCAD SHX Text 49.64

AutoCAD SHX Text 49.40

AutoCAD SHX Text 49.82

AutoCAD SHX Text 49.70

AutoCAD SHX Text 49.31

AutoCAD SHX Text 49.01

AutoCAD SHX Text 49.52

AutoCAD SHX Text 48.13

AutoCAD SHX Text 48.57

AutoCAD SHX Text 48.63

AutoCAD SHX Text 48.21

AutoCAD SHX Text 48.09

AutoCAD SHX Text 48.46

AutoCAD SHX Text 48.40

AutoCAD SHX Text 49.13

AutoCAD SHX Text 51.66

AutoCAD SHX Text 51.10

AutoCAD SHX Text 50.33

AutoCAD SHX Text 50.71

AutoCAD SHX Text 50.23

AutoCAD SHX Text 49.98

AutoCAD SHX Text 50.44

AutoCAD SHX Text 49.52

AutoCAD SHX Text 49.08

AutoCAD SHX Text 48.22

AutoCAD SHX Text 47.53

AutoCAD SHX Text 48.02

AutoCAD SHX Text 47.01

AutoCAD SHX Text 47.26

AutoCAD SHX Text 46.52

AutoCAD SHX Text 46.34

AutoCAD SHX Text 47.54

AutoCAD SHX Text 48.33

AutoCAD SHX Text 48.76

AutoCAD SHX Text 47.97

AutoCAD SHX Text 47.50

AutoCAD SHX Text 46.81

AutoCAD SHX Text 46.13

AutoCAD SHX Text 46.92

AutoCAD SHX Text 47.07

AutoCAD SHX Text 47.13

AutoCAD SHX Text 46.95

AutoCAD SHX Text 46.82

AutoCAD SHX Text 46.96

AutoCAD SHX Text 46.96

AutoCAD SHX Text 46.81

AutoCAD SHX Text 46.14

AutoCAD SHX Text 46.41

AutoCAD SHX Text 46.20

AutoCAD SHX Text 45.86

AutoCAD SHX Text 45.81

AutoCAD SHX Text 45.52

AutoCAD SHX Text 45.62

AutoCAD SHX Text 45.33

AutoCAD SHX Text 46.01

AutoCAD SHX Text 46.81

AutoCAD SHX Text 47.30

AutoCAD SHX Text 46.53

AutoCAD SHX Text 46.09

AutoCAD SHX Text 45.27

AutoCAD SHX Text 44.63

AutoCAD SHX Text 45.01

AutoCAD SHX Text 44.30

AutoCAD SHX Text 43.93

AutoCAD SHX Text 44.54

AutoCAD SHX Text 45.34

AutoCAD SHX Text 45.84

AutoCAD SHX Text 45.00

AutoCAD SHX Text 44.57

AutoCAD SHX Text 43.83

AutoCAD SHX Text 43.25

AutoCAD SHX Text 43.62

AutoCAD SHX Text 44.25

AutoCAD SHX Text 43.80

AutoCAD SHX Text 43.08

AutoCAD SHX Text 42.58

AutoCAD SHX Text 42.96

AutoCAD SHX Text 47.49

AutoCAD SHX Text 47.42

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=51.83

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=56.15

AutoCAD SHX Text

EAGLE AVE

AutoCAD SHX Text

SOUTHERN STATE PKWY

AutoCAD SHX Text

APPROX. 155'

AutoCAD SHX Text

1200 VETERANS

AutoCAD SHX Text

HAUPPAUGE, NEW YORK 11788

AutoCAD SHX Text

TEL. (631) 348-7600

AutoCAD SHX Text

MEMORIAL HIGHWAY

AutoCAD SHX Text Associates, P.C.

AutoCAD SHX Text Cashin

AutoCAD SHX Text

CONSTRUCTION MANAGEMENT

AutoCAD SHX Text

ENGINEERING PLANNING

AutoCAD SHX Text Est. 1959

AutoCAD SHX Text

SITE EAGLE AVE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text C101

AutoCAD SHX Text

CONDITIONS

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

AND DEMOLITION

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

APPROX. LOCATION OF LOCATION OF EXISTING RELIEF JOINT.

AutoCAD SHX Text

APPROX. LOCATION OF LOCATION OF EXISTING RELIEF JOINT.

AutoCAD SHX Text

EXISTING CONCRETE DIVIDER TO REMAIN

AutoCAD SHX Text

EXISTING UTILITY POLE

AutoCAD SHX Text

TOP OF PAVEMENT ELEVATION

AutoCAD SHX Text 55.88

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

EXISTING CATCH BASIN

%%ULEGEND

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

1200 VETERANS

HAUPPAUGE, NEW YORK 11788

TEL. (631) 348-7600

MEMORIAL HIGHWAY

Associates, P.C.

Cashin

CONSTRUCTION MANAGEMENT

ENGINEERING PLANNING

Est. 1959

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/27/2026

12-5-2025

AutoCAD SHX Text

EAGLE AVE

AutoCAD SHX Text

SOUTHERN STATE PKWY

AutoCAD SHX Text

WV

AutoCAD SHX Text

EAGLE AVE

AutoCAD SHX Text

SOUTHERN STATE PKWY

AutoCAD SHX Text 47.49

AutoCAD SHX Text 47.42

AutoCAD SHX Text

SITE EAGLE AVE

AutoCAD SHX Text

SITE SURVEY

AutoCAD SHX Text C201

AutoCAD SHX Text

WITH PHOTOS

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

TOP OF PAVEMENT ELEVATION

AutoCAD SHX Text

LONGITUDINAL CRACK

AutoCAD SHX Text 55.88

AutoCAD SHX Text

ASPHALT PATCH AND MAPPING CRACKS

AutoCAD SHX Text

TRAVERSE EXPANSION JOINT CRACK AND SPALLED ASPHALT

%%ULEGEND

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/26/2026

12-5-2025

2 MPT DRAWINGS 4/29/2026

3 REVISED 5-15-2026

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=56.15

AutoCAD SHX Text

NAIL SET IN ASPHALT

AutoCAD SHX Text

EL=50.17

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=51.15

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 12+11.70

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 11+15.20

AutoCAD SHX Text

EAGLE AVE

AutoCAD SHX Text

SOUTHERN STATE PKWY

AutoCAD SHX Text 45.89

AutoCAD SHX Text 46.56

AutoCAD SHX Text 47.19

AutoCAD SHX Text 47.81

AutoCAD SHX Text 48.51

AutoCAD SHX Text 49.20

AutoCAD SHX Text 49.89

AutoCAD SHX Text 50.65

AutoCAD SHX Text 51.49

AutoCAD SHX Text 52.34

AutoCAD SHX Text 53.16

AutoCAD SHX Text 53.88

AutoCAD SHX Text 54.48

AutoCAD SHX Text 54.97

AutoCAD SHX Text 55.35

AutoCAD SHX Text 55.62

AutoCAD SHX Text 55.77

AutoCAD SHX Text 55.80

AutoCAD SHX Text 47.40

AutoCAD SHX Text 47.83

AutoCAD SHX Text 48.35

AutoCAD SHX Text 48.92

AutoCAD SHX Text 49.52

AutoCAD SHX Text 50.20

AutoCAD SHX Text 50.88

AutoCAD SHX Text 51.58

AutoCAD SHX Text 52.28

AutoCAD SHX Text 52.98

AutoCAD SHX Text 53.68

AutoCAD SHX Text 54.38

AutoCAD SHX Text 55.07

AutoCAD SHX Text 55.70

AutoCAD SHX Text 56.22

AutoCAD SHX Text 56.64

AutoCAD SHX Text 56.96

AutoCAD SHX Text 57.18

AutoCAD SHX Text 57.30

AutoCAD SHX Text 45.55

AutoCAD SHX Text 47.15

AutoCAD SHX Text

WV

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=51.83

AutoCAD SHX Text

NAIL SET IN CURB

AutoCAD SHX Text

EL=56.15

AutoCAD SHX Text

EAGLE AVE

AutoCAD SHX Text

SOUTHERN STATE PKWY

AutoCAD SHX Text 47.49

AutoCAD SHX Text 47.42

AutoCAD SHX Text 54.97

AutoCAD SHX Text 55.35

AutoCAD SHX Text 55.62

AutoCAD SHX Text 55.77

AutoCAD SHX Text 55.80

AutoCAD SHX Text 55.73

AutoCAD SHX Text 55.54

AutoCAD SHX Text 55.23

AutoCAD SHX Text 54.81

AutoCAD SHX Text 54.28

AutoCAD SHX Text 53.64

AutoCAD SHX Text 52.90

AutoCAD SHX Text 52.15

AutoCAD SHX Text 51.40

AutoCAD SHX Text 50.66

AutoCAD SHX Text 49.91

AutoCAD SHX Text 49.16

AutoCAD SHX Text 48.42

AutoCAD SHX Text 47.67

AutoCAD SHX Text 46.92

AutoCAD SHX Text 46.17

AutoCAD SHX Text 45.43

AutoCAD SHX Text 44.68

AutoCAD SHX Text 43.96

AutoCAD SHX Text 43.27

AutoCAD SHX Text 42.58

AutoCAD SHX Text 56.96

AutoCAD SHX Text 57.18

AutoCAD SHX Text 57.30

AutoCAD SHX Text 57.31

AutoCAD SHX Text 57.23

AutoCAD SHX Text 57.05

AutoCAD SHX Text 56.76

AutoCAD SHX Text 56.37

AutoCAD SHX Text 55.88

AutoCAD SHX Text 55.29

AutoCAD SHX Text 54.61

AutoCAD SHX Text 53.89

AutoCAD SHX Text 53.18

AutoCAD SHX Text 51.03

AutoCAD SHX Text 50.31

AutoCAD SHX Text 49.60

AutoCAD SHX Text 48.88

AutoCAD SHX Text 48.17

AutoCAD SHX Text 47.45

AutoCAD SHX Text 46.74

AutoCAD SHX Text 46.02

AutoCAD SHX Text 45.30

AutoCAD SHX Text 44.53

AutoCAD SHX Text 43.77

AutoCAD SHX Text 52.46

AutoCAD SHX Text 51.74

AutoCAD SHX Text

1200 VETERANS

AutoCAD SHX Text

HAUPPAUGE, NEW YORK 11788

AutoCAD SHX Text

TEL. (631) 348-7600

AutoCAD SHX Text

MEMORIAL HIGHWAY

AutoCAD SHX Text Associates, P.C.

AutoCAD SHX Text Cashin

AutoCAD SHX Text

CONSTRUCTION MANAGEMENT

AutoCAD SHX Text

ENGINEERING PLANNING

AutoCAD SHX Text Est. 1959

AutoCAD SHX Text

SITE EAGLE AVE

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text C202

AutoCAD SHX Text

REPAIR

AutoCAD SHX Text

TOP OF PAVEMENT ELEVATION

AutoCAD SHX Text

LONGITUDINAL CRACK

AutoCAD SHX Text 55.88

AutoCAD SHX Text

ASPHALT PATCH AND MAPPING CRACKS

AutoCAD SHX Text

TRAVERSE EXPANSION JOINT CRACK AND SPALLED ASPHALT

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

MEET EXISTING GRADE

AutoCAD SHX Text

TYP. CRACK AND SPALL IN CONCRETE SLAB, SEE REPAIR DETAIL 2 ON DWG C902

AutoCAD SHX Text TYP. TRANSVERSE EXPANSION TRANSVERSE EXPANSION JOINT REPAIR, SEE REPAIR DETAIL 1 ON DWG C901

AutoCAD SHX Text

TYP. TRANSVERSE EXPANSION JOINT REPAIR, SEE REPAIR DETAIL 1 ON DWG C901

AutoCAD SHX Text TYP. TRANSVERSE EXPANSION TRANSVERSE EXPANSION JOINT REPAIR, SEE REPAIR DETAIL 1 ON DWG C901

AutoCAD SHX Text TYP. TRANSVERSE EXPANSION TRANSVERSE EXPANSION JOINT REPAIR, SEE REPAIR DETAIL 1 ON DWG C901

AutoCAD SHX Text

REPLACE LONGITUDINAL EXPANSION JOINT, TYP. SEE REPAIR DETAIL 1 ON DWG C901

AutoCAD SHX Text

REPLACE LONGITUDINAL EXPANSION JOINT, TYP. SEE REPAIR DETAIL 1 ON DWG C901

AutoCAD SHX Text

LOCATIONS

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

MEET EXISTING GRADE

AutoCAD SHX Text

APPROX. LOCATION OF LOCATION OF PROPOSED RELIEF JOINT. SEE DETAIL 3 ON DWG C902

AutoCAD SHX Text

APPROX. LOCATION OF LOCATION OF PROPOSED RELIEF JOINT. SEE DETAIL 3 ON DWG C902

AutoCAD SHX Text

PROPOSED ADA CURN RAMP TYPE 14

PROPOSED ADA CURB RAMP TYPE 1 (TYP.)

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/26/2026

12-5-2025

2 MPT DRAWINGS 4/29/2026

3 REVISED 5/15/2026

AutoCAD SHX Text

1200 VETERANS

AutoCAD SHX Text

HAUPPAUGE, NEW YORK 11788

AutoCAD SHX Text

TEL. (631) 348-7600

AutoCAD SHX Text

MEMORIAL HIGHWAY

AutoCAD SHX Text Associates, P.C.

AutoCAD SHX Text Cashin

AutoCAD SHX Text

CONSTRUCTION MANAGEMENT

AutoCAD SHX Text

ENGINEERING PLANNING

AutoCAD SHX Text Est. 1959

AutoCAD SHX Text

SITE EAGLE AVE

AutoCAD SHX Text C901

AutoCAD SHX Text

TYPICAL TRANSVERSE/ LONGITUDINAL EXPANSION JOINT REPAIR

AutoCAD SHX Text Scale: N. T. S.

AutoCAD SHX Text

AutoCAD SHX Text NOTES: 1. EXISTING TRANSVERSE/ LONGITUDINAL EXPANSION JOINTS SHALL BE EXISTING TRANSVERSE/ LONGITUDINAL EXPANSION JOINTS SHALL BE CLEANED, FILLED AND SEALED UNDER ITEM 633.13. 2. NO SEPARATE PAYMENT WILL BE MADE FOR CLEANING THE PAVEMENT NO SEPARATE PAYMENT WILL BE MADE FOR CLEANING THE PAVEMENT SURFACE AREA EXPOSED BY ITEM 490.30 PRIOR TO RESURFACING, BUT THE COST SHALL BE INCLUDED IN THE PRICE BID FOR MILLING.

AutoCAD SHX Text

EXISTING CONCRETE SLAB

AutoCAD SHX Text

TACK COAT, ITEM 407.0102 BY OTHERS

AutoCAD SHX Text

PROPOSED MILLING AND ASPHALT OVERLAY BY OTHERS.

AutoCAD SHX Text

ITEM 633.13 SEE NOTE 1

AutoCAD SHX Text

ITEM 584.14000016 A.O.B.E

AutoCAD SHX Text

ITEM 490.30 SEE NOTE 2

AutoCAD SHX Text

BRIDGE DECK REPAIR

AutoCAD SHX Text

CIVIL DETAILS I

AutoCAD SHX Text ITEM DESCRIPTION DESCRIPTION 407.0102 DILUTED TACK COAT DILUTED TACK COAT 490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE 633.13 CLEANING, SEALING, AND/OR FILLING JOINTS CLEANING, SEALING, AND/OR FILLING JOINTS

AutoCAD SHX Text

REVISED 03/14/25

AutoCAD SHX Text

PROPOSED ADA CURB RAMP TYPE 14

AutoCAD SHX Text Scale: N. T. S.

AutoCAD SHX Text

PROPOSED ADA CURB RAMP TYPE I

AutoCAD SHX Text Scale: N. T. S.

NOTE: SEE NYSDOT - STANDARD SHEET 608-01 (12 SHEETS) FOR PEDESTRIAN FACILITIES INSTALLATION REQUIREMENTS.

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

1200 VETERANS

HAUPPAUGE, NEW YORK 11788

TEL. (631) 348-7600

MEMORIAL HIGHWAY

Associates, P.C.

Cashin

CONSTRUCTION MANAGEMENT

ENGINEERING PLANNING

Est. 1959

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/27/2026

12-5-2025

AutoCAD SHX Text

EXISTING STRESS RELIEF JOINT TO BE REPLACED

AutoCAD SHX Text

APPROACH SLAB

AutoCAD SHX Text

BRIDGE DECK

AutoCAD SHX Text

2"ASPHALT CONCRETE OVERLAY ITEM 404.1271404.1271

AutoCAD SHX Text

6" BINDER COURSE (TWO EQUAL LIFTS) ITEM 404.1979404.1979

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TACK COAT, ITEM 407.0102

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EXISTING APPROACH SLAB TO REMAIN

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SITE EAGLE AVE

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BRIDGE DECK REPAIR

AutoCAD SHX Text C902

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PROPOSED TEMPORARY PLATFORM FOR FULL DECK REPAIR

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PROPOSED RELIEF JOINT REPAIR DETAIL

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PROPOSED SPALL REPAIR

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CIVIL DETAILS II

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

1200 VETERANS

HAUPPAUGE, NEW YORK 11788

TEL. (631) 348-7600

MEMORIAL HIGHWAY

Associates, P.C.

Cashin

CONSTRUCTION MANAGEMENT

ENGINEERING PLANNING

Est. 1959

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/27/2026

12-5-2025

Type Length Radius Direction Start Station End Station Start Direction End Direction Start Point End Point

1 Line 52.07' S82° 53' 13"E 0+00.00' 0+52.07' (1082875.0745',189230.8262') (1082926.7472',189224.3780')

2 Curve 108.98' 600.36' 0+52.07' 1+61.06' S83° 25' 40"E S73° 01' 38"E (1082926.7472',189224.3780') (1083033.2905',189202.1734')

3 Curve 63.64' 412.72' 1+61.06' 2+24.70' S73° 36' 11"E S64° 46' 04"E (1083033.2905',189202.1734') (1083092.7206',189179.5807')

4 Curve 55.09' 667.40' 2+24.70' 2+79.79' S65° 40' 12"E S60° 56' 25"E (1083092.7206',189179.5807') (1083141.9267',189154.8381')

5 Curve 59.65' 667.40' 2+79.79' 3+39.44' S60° 56' 25"E S55° 49' 09"E (1083141.9267',189154.8381') (1083192.7069',189123.5730')

6 Curve 53.66' 375.37' 3+39.44' 3+93.10' S57° 07' 20"E S48° 55' 55"E (1083192.7069',189123.5730') (1083235.5396',189091.3279')

7 Curve 27.73' 329499.37' 3+93.10' 4+20.84' S48° 55' 55"E S48° 55' 37"E (1083235.5396',189091.3279') (1083256.4473',189073.1078')

8 Curve 51.90' 486.55' 4+20.84' 4+72.74' S46° 58' 37"E S40° 51' 55"E (1083256.4473',189073.1078') (1083292.4318',189035.7420')

9 Line 50.86' S39° 53' 05"E 4+72.74' 5+23.60' (1083292.4318',189035.7420') (1083325.0484',188996.7118')

10 Line 57.45' S38° 41' 27"E 5+23.60' 5+81.05' (1083325.0484',188996.7118') (1083360.9598',188951.8725')

11 Line 48.54' S37° 08' 38"E 5+81.05' 6+29.59' (1083360.9598',188951.8725') (1083390.2719',188913.1766')

12 Curve 23.87' 329.32' 6+29.59' 6+53.46' S37° 08' 38"E S32° 59' 27"E (1083390.2719',188913.1766') (1083403.9835',188893.6433')

13 Curve 135.63' 441.85' 6+53.46' 7+89.10' S33° 38' 54"E S16° 03' 38"E (1083403.9835',188893.6433') (1083460.7682',188771.0560')

14 Curve 82.74' 447.39' 7+89.10' 8+71.83' S15° 39' 43"E S5° 03' 58"E (1083460.7682',188771.0560') (1083475.6315',188689.7846')

15 Curve 0.17' 689.14' 8+71.83' 8+72.00' S4° 00' 36"E S3° 59' 44"E (1083475.6315',188689.7846') (1083475.6436',188689.6124')

16 Curve 53.08' 689.13' 8+72.00' 9+25.09' S3° 59' 44"E S0° 25' 03"W (1083475.6436',188689.6124') (1083477.3003',188636.5710')

17 Curve 47.22' 562.67' 9+25.09' 9+72.30' S2° 56' 05"W S7° 44' 33"W (1083477.3003',188636.5710') (1083472.9086',188589.5744')

18 Curve 66.05' 462.25' 9+72.30' 10+38.35' S8° 27' 31"W S16° 38' 41"W (1083472.9086',188589.5744') (1083458.5680',188525.1625')

Type Length Radius Direction Start Station End Station Start Direction End Direction Start Point End Point

1 Line 75.41' S82° 33' 01"E 0+00.00' 0+75.41' (1082870.1003',189193.3267') (1082944.8772',189183.5488')

2 Curve 58.36' 190.12' 0+75.41' 1+33.78' S82° 18' 35"E S64° 43' 15"E (1082944.8772',189183.5488') (1083000.6229',189167.0525')

3 Curve 18.87' 127.97' 1+33.78' 1+52.65' S66° 48' 20"E S75° 15' 12"E (1083000.6229',189167.0525') (1083018.4498',189160.9244')

4 Curve 18.94' 6961.84' 1+52.65' 1+71.58' S77° 08' 07"E S76° 58' 46"E (1083018.4498',189160.9244') (1083036.9058',189156.6830')

5 Line 13.19' S76° 58' 46"E 1+71.58' 1+84.77' (1083036.9058',189156.6830') (1083049.7567',189153.7112')

6 Curve 46.76' 315.89' 1+84.77' 2+31.53' S73° 49' 57"E S65° 21' 04"E (1083049.7567',189153.7112') (1083093.5428',189137.4201')

7 Line 41.04' S62° 52' 44"E 2+31.53' 2+72.57' (1083093.5428',189137.4201') (1083130.0662',189118.7132')

8 Curve 33.25' 218.89' 2+72.57' 3+05.82' S62° 52' 44"E S54° 10' 31"E (1083130.0662',189118.7132') (1083158.3980',189101.3699')

9 Curve 80.64' 437.00' 3+05.82' 3+86.46' S58° 12' 26"E S47° 38' 03"E (1083158.3980',189101.3699') (1083222.6425',189052.8186')

10 Curve 8.54' 102.80' 3+86.46' 3+95.00' S47° 49' 40"E S43° 04' 14"E (1083222.6425',189052.8186') (1083228.7231',189046.8326')

11 Line 24.88' S45° 35' 03"E 3+95.00' 4+19.88' (1083228.7231',189046.8326') (1083246.4937',189029.4207')

12 Line 23.47' S43° 32' 20"E 4+19.88' 4+43.34' (1083246.4937',189029.4207') (1083262.6584',189012.4098')

13 Line 26.20' S40° 22' 49"E 4+43.34' 4+69.54' (1083262.6584',189012.4098') (1083279.6326',188992.4513')

14 Line 24.77' S38° 52' 17"E 4+69.54' 4+94.32' (1083279.6326',188992.4513') (1083295.1796',188973.1641')

15 Line 76.22' S38° 18' 24"E 4+94.32' 5+70.53' (1083295.1796',188973.1641') (1083342.4240',188913.3568')

16 Line 25.89' S36° 47' 56"E 5+70.53' 5+96.42' (1083342.4240',188913.3568') (1083357.9342',188892.6231')

17 Line 24.71' S35° 16' 09"E 5+96.42' 6+21.14' (1083357.9342',188892.6231') (1083372.2030',188872.4476')

18 Curve 25.88' 260.86' 6+21.14' 6+47.01' S35° 16' 09"E S29° 35' 09"E (1083372.2030',188872.4476') (1083386.0734',188850.6146')

19 Curve 13.33' 161.59' 6+47.01' 6+60.34' S28° 22' 05"E S23° 38' 34"E (1083386.0734',188850.6146') (1083391.9147',188838.6410')

20 Curve 125.16' 469.93' 6+60.34' 7+85.50' S24° 26' 16"E S9° 10' 38"E (1083391.9147',188838.6410') (1083428.0000',188719.1773')

21 Line 34.49' S11° 07' 44"E 7+85.50' 8+20.00' (1083428.0000',188719.1773') (1083434.6576',188685.3336')

22 Curve 52.47' 178.22' 8+20.00' 8+72.46' S13° 15' 48"E S3° 36' 14"W (1083434.6576',188685.3336') (1083439.0590',188633.2435')

23 Curve 45.78' 516.86' 8+72.46' 9+18.24' S3° 24' 54"W S8° 29' 24"W (1083439.0590',188633.2435') (1083434.3130',188587.7251')

24 Curve 16.10' 305.85' 9+18.24' 9+34.34' S9° 45' 52"W S12° 46' 49"W (1083434.3130',188587.7251') (1083431.1664',188571.9384')

25 Curve 37.40' 497.48' 9+34.34' 9+71.74' S11° 43' 39"W S16° 02' 07"W (1083431.1664',188571.9384') (1083422.1947',188535.6348')

ELEV DESC X Y

1 51.83 NAIL 1083124.3266' 189165.1984'

2 56.15 NAIL 1083340.2293' 188915.4254'

305 51.15 NAIL 1083477.6287' 188681.8127'

356 50.17 NAIL 1083424.4539' 188709.0663'

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WV

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EL=51.83

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EL=56.15

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EAGLE AVE

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SOUTHERN STATE PKWY

AutoCAD SHX Text 47.49

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AutoCAD SHX Text 54.97

AutoCAD SHX Text 55.35

AutoCAD SHX Text 55.62

AutoCAD SHX Text 55.77

AutoCAD SHX Text 55.80

AutoCAD SHX Text 55.73

AutoCAD SHX Text 55.54

AutoCAD SHX Text 55.23

AutoCAD SHX Text 54.81

AutoCAD SHX Text 54.28

AutoCAD SHX Text 53.64

AutoCAD SHX Text 52.90

AutoCAD SHX Text 52.15

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AutoCAD SHX Text 50.66

AutoCAD SHX Text 49.91

AutoCAD SHX Text 49.16

AutoCAD SHX Text 48.42

AutoCAD SHX Text 47.67

AutoCAD SHX Text 46.92

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EAGLE AVE

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AutoCAD SHX Text 47.40

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SOUTHERN STATE PKWY

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SITE EAGLE AVE

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ALIGNMENT

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PLAN

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ALIGNMENT BOTTOM OF CURB LEFT

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CONTROL

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MATCH LINE

MATCH LINE

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

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:

BRIDGE DECK REPAIRS

HEMPSTEAD LAKE STATE PARK

EAGLE AVE OVERPASS

LAKEVIEW, NY 11552

1200 VETERANS

HAUPPAUGE, NEW YORK 11788

TEL. (631) 348-7600

MEMORIAL HIGHWAY

Associates, P.C.

Cashin

CONSTRUCTION MANAGEMENT

ENGINEERING PLANNING

Est. 1959

R.J.W, E.P

V.L., E.P

V.L.

J.A.G.

Description Date

SUBMISSIONS/ REVISIONS

No

1 BID SET 03/27/2026

12-5-2025

AutoCAD SHX Text

SITE EAGLE AVE

AutoCAD SHX Text

WZTC PLAN I

TR201

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A…