Drawing Set LI-CR-2026-001(A).pdf

RED TRAIL SLAB BRIDGE REPLACEMENT

NOT TO SCALE

LOCATION PLAN

LONG ISLAND CAPITAL DISTRICT

625 BELMONT AVENUE

WEST BABYLON, NY 11704

NOT TO SCALE

AERIAL PHOTO/

EX. SITE/ STRUCTURE

ADDRESS: CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NEW YORK, 11769

CONSULTANTS: N/A

NOT TO SCALE

EX. CONCRETE SLAB TRAIL APPROACH

PROJECT ID: LI-CR-2026-001(A)

SUBMISSION: CONSTRUCTION CONTRACT

T-001 SHEET

ENGINEER/ARCHITECT OF RECORD SEAL:

DATE: 10/8/2026

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND STATE PARKS CAPITAL DISTRICT MANAGER

DATE:

SIGNATURE & DATE:

NAME: LICENSE #:

PROJECT LOCATIONSITE LOCATION

Daniel J Rozell 085545

10/8/2026

REMOVAL OF EXISTING SHORT SPAN SLAB BRIDGE ALONG SOUTHERN PORTION OF THE

RED TRAIL. INSTALLATION OF HS-10 RATED POUR IN PLACE CONCRETE SLAB BRIDGE

WITH HELICAL PILE FOUNDATION.

PROJECT SCOPE SUMMARY

EQ EQUAL

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

U.O.N UNLESS OTHERWISE NOTED

VIF VERIFY IN FIELD

FILL

MATERIAL LEGEND

TYPICAL ABBREVIATIONS

CONCRETE

GENERAL NOTES

STAGING AREA

T-1 TITLE PAGE

G-1 GENERAL NOTES

DM-1 SITE PLAN AND EXISTING SLAB BRIDGE

DEMOLITION PLAN

S-1 PROPOSED SHORT SPAN BRIDGE DETAILS

S-2 GEOTECHNICAL SOIL BORING REPORT

S-3 CONCRETE REINFORCEMENT DETAILS

SPEC-1 - 8 PROJECT SPECIFICATIONS

LIST OF DRAWINGS

1. THE LOCATION OF THE FIELD OFFICE, IF REQUIRED, TO BE PRE-APPROVED BY THE

ENGINEER.

2. A PRE-CONSTRUCTION MEETING WITH PARK OFFICIALS RESPONSIBLE FOR PARK

FACILITIES WILL BE REQUIRED.

3. THE CONTRACTOR SHALL SUBMIT EXISTING CONDITION PHOTOGRAPHS TO THE

ENGINEER BEFORE THE START OF CONSTRUCTION.

4. THERE SHALL BE NO CLAIM MADE BY THE CONTRACTOR FOR WORK PERTAINING TO

MODIFICATIONS AS MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL

FIELD CONDITIONS AND THOSE SHOWN ON THE CONTRACT PLANS.

5. DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF

RECONSTRUCTION WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO

THE COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE BEEN

PREPARED BASED ON FIELD INSPECTION AND OTHER AVAILABLE INFORMATION.

6. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS

AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN

ACCORDANCE WITH FIELD CONDITIONS TO THE APPROVAL OF THE ENGINEER.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING MEASUREMENTS

PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IN CASE OF DISCREPANCY.

8. ANY CHANGES OF PROPOSED WORK DURING CONSTRUCTION DUE TO FIELD

CONDITIONS SHALL BE APPROVED BY THE ENGINEER.

9. THE OWNER RESERVES THE RIGHT TO ADD/DEDUCT ANY ITEM OR PORTION OF WORK

THEREOF. THE CONTRACTOR SHALL BE CREDITED OR REDUCED IN ACCORDANCE WITH

THE REQUESTED COST BREAKDOWN.

10. WORKING HOURS: THE WORKING HOURS AND HOLIDAYS SHALL BE DETERMINED BY

NYS PARKS DEPARTMENT. THE CONTRACTOR CAN REQUEST IN WRITING TO THE

ENGINEER FOR APPROVAL TO WORK OUTSIDE THE PREDETERMINED HOURS WHEN

DEEMED NECESSARY.

11. WHEREVER ANY ITEMS HAVE ARCHEOLOGICAL VALUE ARE ENCOUNTERED IN THE

COURSE OF THE WORK, THE CONTRACTOR SHALL IMMEDIATELY HALT WORK IN THE

VICINITY AND CALL TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL

HAVE NO CLAIM TO OWNERSHIP OF ANY SUCH ITEMS NOR TO EXTRA PAYMENT FOR

DELAY WHICH MAY RESULT.

12. ANY DAMAGE THAT OCCURS TO EXISTING SITE FEATURES DUE TO CONTRACTOR'S

OPERATIONS SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER/ENGINEER

AT THE CONTRACTOR'S EXPENSE.

1. STRUCTURAL WORK SHALL CONFORM TO THE NEW YORK STATE DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS, INCLUDING LATEST ADDENDA, AND

CONTRACT DOCUMENTS. IN CASE OF CONFLICT MOST STRINGENT REQUIREMENT

SHALL GOVERN.

2. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT THE JOB SITE

BEFORE COMMENCING WORK OR ORDERING MATERIAL. CONTRACTOR SHALL

IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER, IN WRITING, ANY CONFLICT

OR DISCREPANCY WITH THE CONTRACT DRAWINGS OR EXISTING SITE CONDITIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES AND DEVIATIONS OF THE

APPROVED PLANS.

4. NO STRUCTURAL CHANGES OF ANY KIND SHALL BE PERMITTED WITHOUT PRIOR

WRITTEN APPROVAL FROM THE ENGINEER.

5. THE CONTRACTOR SHALL BE REQUIRED TO REPAIR AND PATCH ANY AREAS THAT ARE

DAMAGED DURING PROCESS OF CONSTRUCTION AT NO EXPENSE TO THE OWNER.

6. VARIATIONS BETWEEN THE FIELD CONDITIONS AND THESE DRAWINGS MAY EXIST.

WHERE SUCH VARIATIONS ARE ENCOUNTERED THEY SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER.

7. DESIGN IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2025 NEW YORK STATE

BUILDING CODE.

8. VERIFY ALL FIELD DIMENSIONS BY MEASUREMENT AT THE JOB SITE BEFORE

SUBMITTING SHOP DRAWINGS.

9. DO NOT PLACE CONCRETE WITHOUT APPROVED STRUCTURAL SHOP DRAWINGS

RELATED TO THE CONCRETE WORK.

10. FOR LOCATION OF CURBS SEE ENGINEERING DRAWING SET.

11. FOR FOUNDATION AND SITEWORK REQUIREMENTS, REFER TO ENGINEERING DRAWING

SET.

12. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. PROVIDE REMEDIAL WORK

TO CORRECT ALL DEFICIENCIES PRIOR TO PROCEEDING WITH WORK INCLUDING BUT

NOT LIMITED TO VERIFYING CONCRETE DIMENSIONS ARE WITHIN 1/8" OF THEORETICAL.

STRUCTURAL NOTES

1. GENERAL:

A. THE CONTRACTOR SHALL CONFORM WITH ALL SAFETY PROVISIONS OF APPLICABLE

LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS AND REQUIREMENTS,

INCLUDING OSHA.

2. STRUCTURAL:

A. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING

WHENEVER STRUCTURAL WORK IS INVOLVED.

B. MEANS OF EGRESS: ALL MEANS OF EGRESS FROM THE WORK AREA TO BE

MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING

MATERIALS, TOOLS, ETC.

3. FIRE SAFETY:

A. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA ARE TO BE

SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS TO BE CONTROLLED BY

MANAGEMENT AND/OR GENERAL CONTRACTOR.

B. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION.

C. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE

MANUFACTURERS CONTAINERS. SUCH MATERIALS TO BE KEPT AWAY FROM HEAT,

AND STORED IN AN ADEQUATELY VENTILATED SPACE, IN COMPLIANCE WITH

APPLICABLE FIRE CODE.

D. CONTRACTOR TO SUBMIT A SCHEDULE OF ANY REQUIRED CUT-OFF FOR WATER, GAS,

OR ELECTRICAL SERVICES TO AFFECTED SURROUNDING BUILDING OCCUPANTS.

E. CONTRACTOR MUST GIVE AT LEAST THREE (3) DAYS WRITTEN NOTICE PRIOR TO ANY

DISRUPTION IN GAS, WATER, OR ELECTRICAL SERVICES. DISRUPTIONS SHALL BE

KEPT TO A MINIMUM.

4. DUST CONTROL:

A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM, TO BE CONFINED TO THE

IMMEDIATE CONSTRUCTION AREA.

B. DEBRIS, DUST AND DIRT TO BE CLEANED UP AND CLEARED FROM THE WORK AREA

DAILY TO AVOID ANY EXCESSIVE ACCUMULATION.

5. ALL PEDESTRIAN AND TRAFFIC CONTROL DEVICES SHALL MEET THE FEDERAL

MANUAL OF UNIFORM TRAFFIC CONTROL (MUTCD) WITH NYS

SUPPLEMENT.

6. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO KEEP

ALL VEHICLES AND PUBLIC FROM ENTERING THE WORK AREA.

PROJECT SAFETY

1. CALL FOR A MARK-OUT OF EXISTING UNDERGROUND FACILITIES BEFORE WORK

BEGINS.

2. HAND EXCAVATE TO DETERMINE EXACT LOCATION OF ALL MARKED OUT UTILITIES

WITHIN 4'-0" OF ANY EXCAVATIONS.

BEFORE YOU DIG

1. NEW YORK STATE OFFICE OF PARKS, RECREATION & HISTORIC PRESERVATION SHALL

APPROVE STAGING AREA LOCATIONS PRIOR TO COMMENCEMENT OF WORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING A STAGING AREA FOR THE

CONTRACT. THIS AREA MUST BE RESTORED TO ITS ORIGINAL CONDITION AFTER

COMPLETION OF THE PROJECT.

1. CONCRETE WORK SHALL CONFORM TO THE ACI 318 - 19, LATEST REVISION.

2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 4000 PSI UNLESS OTHERWISE

NOTED.

3. MINIMUM ELAPSED TIME BETWEEN ADJACENT CONCRETE PLACEMENTS SHALL BE 24

HOURS.

4. CHAMFER ALL EXPOSED CORNERS OF CONCRETE 3/4" UNLESS OTHERWISE NOTED.

5. ALUMINUM SURFACES IN CONTACT WITH CONCRETE OR DISSIMILAR METALS SHALL BE

THOROUGHLY PROTECTED WITH A HEAVY COATING OF BITUMINOUS PAINT OR OTHER

APPROVED INSULATING MATERIAL.

6. IF FREEZING WEATHER IS ANTICIPATED, USE SET ACCELERATORS AND COVER

CONCRETE MINIMUM 3 DAYS TO PREVENT FREEZING.

7. DESIGN OF REINFORCED CONCRETE MEMBERS IS IN ACCORDANCE WITH THE

PROVISION OF THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

(ACI318-19), AS MODIFIED BY THE 2025 NYS BUILDING CODE USING LOAD FACTORS AND

STRENGTH REDUCTION FACTORS.

3. ALL CONCRETE WORK - MIXES, INSPECTIONS, AND FORMWORK SHALL CONFORM TO

THE REQUIREMENTS OF THE 2025 NYS BUILDING CODE.

4. PROPORTION, BATCH AND MIX CONCRETE IN ACCORDANCE WITH 2025 NYS BUILDING

CODE.

5. SUBMIT THE PROPOSED MIX DESIGN, WITH PRELIMINARY TEST RESULTS TO THE

ENGINEER OF RECORD AND THE SPECIAL INSPECTOR.

6. ALL CONCRETE USED IN THE STRUCTURE SHALL CONFORM IN ALL RESPECTS TO

THE MATERIAL AND PROPORTIONS OF THESE MATERIALS USED IN THE APPROVED

DESIGN MIX. THE USE OF ANY ADDITIVES NOT PRESENT IN THE APPROVED DESIGN MIX

IS PROHIBITED.

7. THE METHOD FOR CONVEYING CONCRETE TO THE PLACE OF DEPOSIT SHALL COMPLY

WITH 2025 NYS BUILDING CODE

8. ROUGHENED SURFACE AT INTERFACE OF SEPARATE CONCRETE POURS (JOINTS)

SHALL BE PREPARED AS FOLLOWS:

8.1. ROUGHEN SURFACE TO A FULL AMPLITUDE OF APPROXIMATELY 1/4" WITH STIFF

BROOM AFTER INITIAL SET.

8.2. BEFORE PLACING FRESH CONCRETE, CLEAN SURFACE AND REMOVE LAITANCE

WITH WIRE BRUSH.

8.3. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, WET SURFACE AND

REMOVE STANDING WATER.

9. THE CRITERIA FOR EVALUATION AND ACCEPTANCE OF CONCRETE, THE FREQUENCY OF

CONDUCTING STRENGTH TESTS OF CONCRETE SHALL BE IN ACCORDANCE WITH 2025

NYS BUILDING CODE.

10. STRENGTH TESTS SHALL BE PERFORMED FOR EACH 50 CUBIC YARDS OR FRACTION

THEREOF FOR EACH TYPE AND STRENGTH OF CONCRETE PLACED IN ANY ONE DAY'S

CONCRETE ONE CYLINDER IS TO BE TESTED AT 7 DAYS.

11. ONE STRENGTH TEST IS TO BE PERFORMED AT 28 DAYS. IF FIRST CYLINDER INDICATES

STRENGTH IS NOT MET, DO NOT BREAK REMAINING CYLINDERS OF SET.

12. ONE STRENGTH TEST IS TO BE PERFORMED AT 56 DAYS.

13. IN ADDITION, CONCRETE TEST CYLINDERS WILL BE MADE FROM CONCRETE TAKEN OUT

OF THE BUCKET, HOPPER OR FORMS AS DIRECTED BY SPECIAL INSPECTOR WHEN

CONCRETE IS PLACED FROM AN INTERMEDIATE CONVEYANCE. THESE TESTS

CYLINDERS SHALL BE SEPARATE AND DISTINCT FROM THOSE MADE FROM THE MIXER

AND SHALL BE MADE FROM THE SAME BATCH, CURED AND TESTED IN THE SAME

MANNER AS DESCRIBED FOR THE SAMPLES TAKEN FROM THE MIXER. HOWEVER,

STRENGTH TESTS MAY BE REDUCED TO BEING PERFORMED FOR EVERY 150 CUBIC

YARDS OR FRACTION THEREOF FOR EACH STRENGTH OF CONCRETE PLACED IN ANY

ONE DAY'S CONCRETING.

14. WHEN CONCRETE IS PLACED DIRECTLY FROM THE MIXER INTO THE FORMS, WITHOUT

ANY INTERMEDIATE CONVEYANCE, THE ABOVE ADDITIONAL CYLINDERS WILL NOT BE

REQUIRED.

15. IN CONFORMANCE WITH 2025 NYS BC, THE AUTHORITY WILL ASSIGN AN APPROVED

INSPECTION AGENCY/SPECIAL INSPECTOR TO SUPERVISE THE TESTING OF THE

MATERIALS AND THE INSPECTION OF CONCRETE CONSTRUCTION AND TO CHECK THAT

ALL REQUIRED TESTS ARE MADE AND LABORATORY TESTS ARE SUBMITTED. THE

INSPECTOR SHALL HAVE THE RIGHT TO ORDER THE CONTRACTOR TO MAKE SUCH

CHANGES OF THE MIX OF CONCRETE AS REQUIRED TO PRODUCE CONCRETE OF THE

NECESSARY STRENGTH AND TO REPORT TO THE BUILDING DEPARTMENT

SUPERINTENDENT ANY DEVIATION FROM THE REQUIREMENTS OF THE CODE AS

INDICATED BY RECORDS OF INSPECTION AND REPORTS OF TEST.

16. THE APPROVED INSPECTION AGENCY, AS PER REQUIREMENTS OF 2025 NYS BUILDING

CODE, WILL CONDUCT ALL NECESSARY TESTS AT THE LABORATORY AND WILL HAVE

ONE QUALIFIED CONCRETE TECHNICIAN TO BE STATIONED AT THE MIXING PLANT AT

THE AUTHORITY'S DISCRETION, AND HAVE A MINIMUM OF ONE QUALIFIED CONCRETE

TECHNICIAN AT THE JOB SITE. THE CONCRETE TECHNICIAN AT THE JOB SITE WILL

PERFORM THE TESTS AND PREPARE SPECIMENS, AS REQUIRED UNDER THE CODE.

CONCRETE

1. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY TO

PREVENT DAMAGE AND SETTLEMENT OF EXISTING OR NEW CONSTRUCTION INSIDE OR

OUTSIDE OF THE PROJECT LIMITS CAUSED BY CONSTRUCTION TECHNIQUES OR

MOVEMENT OF THE SOIL RETENTION SYSTEM.

2. ALL EXCAVATION SHORING SHALL BE BASED ON ENGINEERED PLANS. THE EXCAVATION

SEQUENCES SHALL BE CONTROLLED TO MATCH THE REQUIREMENTS OF THE DESIGN

OF THE SOIL RETENTION SYSTEM.

3. PROVIDE PROTECTION FOR ALL EXCAVATIONS FROM INSTABILITY AND DETERIORATION

DUE TO RAIN, WIND OR SNOW.

4. ALL EXCESS EXCAVATED MATERIAL SHALL BE USED FOR GRADING ALONG THE TRAIL.

5. CORRECT ANY UNAUTHORIZED EXCAVATION AT NO ADDITIONAL COST TO OWNER.

6. DO NOT STORE SOIL, MATERIALS OR EQUIPMENT ALONG THE EDGE OF THE

EXCAVATION.

7. THE ESTIMATED LOCATION OF UTILITY INSTALLATIONS SUCH AS SEWER, TELEPHONE,

FUEL, ELECTRIC, WATER LINES, OR ANY OTHER UNDERGROUND INSTALLATIONS THAT

MAY BE EXPECTED TO BE REASONABLY ENCOUNTERED DURING EXCAVATION WORK

SHALL BE DETERMINED PRIOR TO EXCAVATION.

8. UNDERGROUND UTILITIES MAY BE OWNED BY NEW YORK STATE OFFICE OF PARKS,

RECREATION & HISTORIC PRESERVATION. PRIOR TO ANY EXCAVATION, THE

CONTRACTOR WILL NEED TO HIRE A COMPANY TO PERFORM A UTILITY MARKOUT, AS

CALLING ONLY 811 WILL NOT SUFFICE.

9. WHEN EXCAVATION OPERATIONS APPROACH WITHIN 4'-0” OF THE ESTIMATED

LOCATION OF UNDERGROUND UTILITIES, THE EXACT LOCATION OF THE UTILITIES

SHALL BE DETERMINED SAFELY BY HAND EXCAVATION.

10. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL TO PREVENT SURFACE SOIL

RUN-OFF FROM EXCAVATED AREAS AND MATERIALS. COST OF THE WORK AND

MATERIALS REQUIRED FOR EROSION CONTROL SHALL BE INCLUDED IN THE COST FOR

THE EXCAVATION.

EXCAVATION

1. FOUNDATION SIZES SHOWN ARE GIVEN FOR 1.5 TONS PER SQUARE FOOT ALLOWABLE

BEARING PRESSURE FOUNDED IN UNDISTURBED SOIL AND/OR COMPACTED FILL.

2. NO CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN GRADE.

3. ALL CONCRETE STRUCTURAL MEMBERS SHALL BE PLACED IN ONE POUR,

MONOLITHICALLY, UNLESS OTHERWISE NOTED IN DRAWING.

4. THE CONTRACTOR IS REQUIRED TO USE HAND TOOLING TO REMOVE THE SLAB,

AVOIDING ANY IMPACT ON THE EXISTING ABUTMENTS/FOUNDATION. IT IS ALSO

REQUIRED FOR TO INFORM PARKS REPRESENTATIVE 72 HOURS IN ADVANCE OF THE

COMPLETION OF THE SLAB REMOVAL TO ALLOW ENGINEER OF RECORD TO COME

INSPECT, PROVIDE VERIFICATION OF EXISTING FOOTING, OR PROPOSE ANY REPAIR IF

REQUIRED TO THE EXISTING FOUNDATION TO REMAIN. PRIOR TO GETTING APPROVAL

TO PROCEED WITH NEW FOUNDATION/PILES INSTALLATION.

5. REMOVE ALL EXISTING PAVEMENT, VEGETATION, OR ORGANIC MATTER AND STRIP THE

SURFACE SOIL TO AN ADEQUATE DEPTH AND WIDTH NECESSARY TO PERFORM

CONTRACT SCOPED WORK THAT INCLUDES THE REQUIRED AMOUNT OF SELECT FILL

PER THE SITE-SPECIFIC GEOTECHNICAL REPORT (SEE S-2).

6. SELECT FILL SHALL, AS A MINIMUM, CONSIST OF WELL-GRADED GRAVEL FREE OF

ORGANIC MATERIAL, TRASH, OR OTHER DELETERIOUS MATERIALS.

1. THE CONTRACTOR SHALL SUBMIT REBAR AND WIRE MESH SHOP DRAWINGS TO THE

ENGINEER FOR REVIEW AND APPROVAL.

2. SUBMIT PROPOSED MIX DESIGNS WITH PRELIMINARY TEST RESULTS TO THE ENGINEER

FOR REVIEW AND APPROVAL.

SHOP DRAWINGS

1. THE CONTRACTOR SHALL SUBMIT PLANS, DETAILS, AND CATALOG CUTS DESCRIBING

THE METHOD OF DEWATERING AND DISCHARGE FOR ALL EXCAVATIONS TO BE

APPROVED BY THE ENGINEER. THE SUBMISSION SHALL INCLUDE EQUIPMENT,

METHOD(S), STANDBY EQUIPMENT, POWER SUPPLY, AND MEANS OF MEASURING

INFLOW TO EXCAVATIONS. DRAWINGS SHOULD SHOW LOCATIONS OF EQUIPMENT,

DIMENSIONS, AND ALL REQUIRED ELEMENTS. CALCULATIONS SHOULD DEMONSTRATE

ADEQUACY OF PROPOSED SYSTEM THAT HAS BEEN PREPARED AND SEALED BY A NYS

LICENSED PROFESSIONAL ENGINEER.

DEWATERING

NOT TO SCALE

RED TRAIL SITE LOCATION

FOUNDATIONS

EXISTING SLAB BRIDGE LOCATION

NOT TO SCALE

SITE LOCATION ACCESS PATH

PROJECT LOCATION

1. THE CONTRACTOR SHALL SUBMIT PLANS, DETAILS, AND CATALOG CUTS DESCRIBING

THE METHOD OF DEWATERING AND DISCHARGE FOR ALL EXCAVATIONS TO BE

APPROVED BY THE ENGINEER. THE SUBMISSION SHALL INCLUDE EQUIPMENT,

METHOD(S), STANDBY EQUIPMENT, POWER SUPPLY, AND MEANS OF MEASURING

INFLOW TO EXCAVATIONS. DRAWINGS SHOULD SHOW LOCATIONS OF EQUIPMENT,

DIMENSIONS, AND ALL REQUIRED ELEMENTS. CALCULATIONS SHOULD DEMONSTRATE

ADEQUACY OF PROPOSED SYSTEM THAT HAS BEEN PREPARED AND SEALED BY A NYS

LICENSED PROFESSIONAL ENGINEER.

DEWATERING

FLOOD ZONE AREA A COMPLIANCE

FEMA FLOOD ZONE AE (AREA OF SPECIAL FLOOD HAZARD) 1% ANNUAL RISK

MAP #: 36103C0670H

EFF. 09/25/2009

1. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE NEW YORK STATE BUILDING

CODE REQUIREMENTS, PRACTICE FOR DETAILING REINFORCED CONCRETE

STRUCTURES (ACI 315).

2. STEEL REINFORCEMENT FOR BARS, TIES AND STIRRUPS SHALL CONFORM TO ASTM 615

GRADE 60. ALL STEEL REINFORCEMENT SHALL BE GALVANIZED.

3. REINFORCEMENT SPLICE AND DEVELOPMENT LENGTH PER ACI 318-19.

4. MINIMUM STEEL PERCENTAGE IN ALL CONCRETE NOT SPECIFIED IN DRAWING SHALL BE

0.5% OF THE GROSS CONCRETE AREA.

5. PROVIDE, WITH SHOP DRAWINGS, ALL NECESSARY ACCESSORIES TO HOLD

REINFORCEMENT SECURELY IN PLACE.

6. MINIMUM CONCRETE COVER FOR REINFORCEMENT UNLESS OTHERWISE NOTED SHALL

BE 3 INCHES.

7. ALL REINFORCING BARS SHALL BE DEFORMED BILLET STEEL BARS AND SHALL

CONFORM TO ASTM A615 GRADE 60. REINFORCEMENT TO BE WELDED SHALL CONFORM

TO ASTM A706, GRADE 60. WELDED WIRE FABRIC (WIRE MESH) SHALL CONFORM TO

ASTM A185.

8. THE CONTRACTOR SHALL SUBMIT CHECKED SHOP DRAWINGS CONSISTING OF COMPLETE

PLANS AND DETAILS OF REINFORCEMENT, LOCATIONS OF POUR LINES, CONSTRUCTION

JOINTS. ETC. FOR APPROVAL BEFORE PROCEEDING WITH THE WORK.

9. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL COMPLY WITH

THE REQUIREMENTS OF AND ACI 318-19 AND NYS BUILDING CODE.

10. ALL SPLICES SHALL BE IN ACCORDANCE WITH ACI 318-19. THE LOCATIONS SHALL BE

INDICATED ON THE SHOP DRAWINGS AND APPROVED BY THE ENGINEER OF RECORD.

GENERALLY, ALL SPLICES SHALL BE STAGGERED AND LOCATED AWAY FROM THE SECTION

OF MAXIMUM TENSILE STRESS.

11. ALL REINFORCEMENT SHALL BE ACCURATELY PLACED AND SECURELY WIRED TO PREVENT

DISLOCATION FROM PROPER POSITION.

12. PROVIDE CHAIRS FOR SUPPORT OF ALL REINFORCEMENT. LIFTING OF BARS OR MESH

DURING PLACEMENT OF CONCRETE IS NOT PERMITTED.

13. CONCRETE PROTECTION FOR BARS IN SLAB SHALL BE 3/4" CLEAR UNLESS

OTHERWISE NOTED.

14. THE DETAILING OF REINFORCEMENT AND CONNECTION BETWEEN CONCRETE MEMBER AS

RELATED TO REQUIREMENTS FOR STRUCTURAL INTEGRITY SHALL COMPLY WITH

PROVISIONS OF ACI 318-19

15. REINFORCED CONCRETE STRUCTURES SHALL MEET ALL THE REQUIREMENTS OF 2025 NYS

BUILDING CODE, RELATED TO STRUCTURAL INTEGRITY.

REINFORCEMENT

DESIGN DATA

16 KIPS

150 PCF

AXLE LOAD

NORMAL WEIGHT CONCRETE

24"WHEEL LOAD EFFECTIVE WIDTH

8 KIPSWHEEL LOAD

HS-10AASHTO LOAD RATING

CONTRACTOR MUST NOTIFY OPRHP ENGINEER 72 DAYS IN ADVANCE OF EXPECTED INSPECTION DATE.

THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED:

1. FOOTING AND FOUNDATION BCNYS SECTION 1803 - GEOTECHNICAL INSPECTION

2. CONCRETE - CAST-IN-PLACE BCNYS SECTION 1705.3

3. CONCRETE SAMPLING AND TESTING - BCNYS SECTIONS 1705, 1905, ACI 301 / ASTM STANDARDS

4. CONCRETE DESIGN MIX- BCNYS SECTIONS 1904, 1905, ACI 318 CHAPTER 19 & 26

5. HELICAL PILES - SECTION BCNYS SECTION1705.9

ADDITIONAL REQUIRED INSPECTIONS ARE AT THE DESCRETION OF THE OPRHP ENGINEER.

SPECIAL INSPECTIONS

LOAD PER PILE ( TOTAL GRAVITY

LL+DL)

HYDRODYNAMIC FORCE ON CURB

(SHEAR)

BUOYANCY FORCE (UPLIFT)

15 KIPS

150 LBS

2.5 KIPS

Description Date

SUBMISSIONS/ REVISIONS

No

Drawn By:

Design By:

Checked By:

Submission Date:

06/9/2026

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

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89 123467 5

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OFLI-CR-2026-001(A) 14

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

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

RED TRAIL SLAB BRIDGE REPLACEMENT

CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NY, 11769

CONSULTANTS: N/A

KEY PLAN:

CONTRACT #: N/A

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

GENERAL NOTES

G-1

ENVIRONMENTAL REVIEW 8.22.25

90% DD 3.6.26

CODE COMPLIANCE REVIEW 3.13.26

CONSTRUCTION CONTRACT 6.9.26

SEISMIC PARAMETERS (Ss/S1/SM1/SDS)

SEISMIC CATAGORY

IMPORTANCE FACTOR A

.2/.044/.093/.16

Ie = 1

FL

O

W

EXISTING SLAB BRIDGE TO BE REMOVED

TO PARKBUILDINGS

NOT TO SCALE

EXISTING SLAB BRIDGE LAYOUT

NOT TO SCALE

EXISTING SLAB BRIDGE DEMOLITION DETAIL

EXISTING PATH

NOT TO SCALE

VIEW OF SLAB BRIDGE FROM TRAIL LOOKING EAST

NOTES:

1. ALL ELEVATIONS (NAVD88) SHOWN ARE EXISTING AND

ARE TO REMAIN

2. SEE PAGE S-2 FOR DRILLER'S LOG OF B-1 SOIL BORING

3. ALL DIMENSIONS TO BE VERIFIED IN FIELD

EXISTING FOOTING BACKFILL TO BE EXCAVATED

AND USED TO GRADE TRAIL

EXISTING PATH

EXISTING TREE TO REMAIN

STEEL PLATES TO BE REMOVED

±5'-6"

SOIL BORING

B-1

APPROX. 13'

±8'-6"

±18" ±18"

5'-6"

EXISTING FOOTINGS

TO REMAIN

±1 0"

EXISTING CONCRETE ABUTMENTS TO REMAIN

Description Date

SUBMISSIONS/ REVISIONS

No

Drawn By:

Design By:

Checked By:

Submission Date:

06/9/2026

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

123456789

89 123467 5

A

B

D

E

F

G

H

C

JC

DR

VH

DR

OFLI-CR-2026-001(A) 14

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

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

RED TRAIL SLAB BRIDGE REPLACEMENT

CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NY, 11769

CONSULTANTS: N/A

KEY PLAN:

CONTRACT #: N/A

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

SITE PLAN AND EXISTING SLAB

BRIDGE DEMOLITION PLAN

ENVIRONMENTAL REVIEW 8.22.25

90% DD 3.6.26

CODE COMPLIANCE REVIEW 3.13.26

CONSTRUCTION CONTRACT 6.9.26

DM-1

18" MIN EMBEDMENT

TY

P.

(24

" M

IN

6" (TYP)

EXISTING TREE TO REMAIN, PROTECTION AS NEEDED

SILT FENCE (TYP.)

NOTES:

1. EXCAVATE EXISTING GROUND AS REQUIRED TO INSTALL

FOUNDATION AND BRIDGE STRUCTURE. FILL BEHIND

FOUNDATION INSTALLATION WITH SELECT STRUCTURAL

FILL IF FOUND ON SITE AND APPROVED BY NYS OPRHP

ENGINEER. OTHERWISE SELECT FILL SHALL BE DELIVERED.

2. ANY VEHICLES OR EQUIPMENT MUST BE BELOW NYSDOT

SPECIFIED WEIGHT LIMIT PLACED ON THE SPILLWAY

FURTHER UP THE TRAIL.

3. ALL DRY SOIL REMOVED FROM THE TOP OF THE EXISTING

SLAB BRIDGE MAY BE USED TO GRADE TRAIL.

CONCRETE:

1. ALL CONCRETE REINFORCING BAR SHALL BE GALVANIZED

CONFORM TO ASTM A615. GRADE 60.

2. ALL LAP SPLICES FOR REINFORCEMENT BARS IN

FOUNDATION SHALL BE A MINIMUM OF 48Ø. WHERE Ø IS

THE DIAMETER OF THE BAR.

3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 4000 PSI.

4. CONCRETE COVER SHALL BE 3" UNLESS OTHERWISE

NOTED.

5. PROVIDE CHAIR SUPPORTS FOR PROPER CLEARANCE AT

48" O.C MINIMUM.

6. NO HORIZONTAL JOINTS OR VERTICAL JOINTS ARE

PERMITTED IN CONCRETE, EACH FOUNDATION MUST BE

ONE POUR.

7. WIRE MESH REINFORCEMENT IS TO BE 6x6-1.4x1.4 IN

ACCORDANCE WITH WWR-500 MANUAL OF STANDARD

PRACTICE AND SHALL BE PLACED 3" MIN. FROM TOP OF

SLAB.

UNKNOWN LINES BELOW GRADE DETECTED BY

GPR. CONTRACTOR TO PERFORM TEST PIT

PRIOR TO EXCAVATING

UNKNOWN LINES BELOW GRADE DETECTED BY

GPR. CONTRACTOR TO PERFORM TEST PIT

PRIOR TO EXCAVATING

25'± TYP.

LIMIT OF WORK: 25'±

COMPACTED SUBGRADE

AND FILL

'-8

12'-6"

HELICAL PILES

TEMPORARY

NOT TO SCALE

EROSION CONTROL - SILT FENCE

CONCRETE CURB

SCALE: NTS

DEEP FOUNDATION DETAIL

SCALE: NTS

BRIDGE FOOTPRINT PLAN

NOT TO SCALE

PROPOSED UTILITY BRIDGE REPLACEMENT PLAN

LIMIT OF WORK: 25'±

SILT FENCE (TYP.)

25'± TYP.

EXISTING CONCRETE FOOTINGS TO

REMAIN (DEPTH V.I.F)

PROPOSED USE OF LARGE BOULDERS FOR SCOUR PROTECTION

6'-6"

FL

O

W

6" EMBEDMENT

#3 STIRRUPS @ 18"

(4) - #5 REBAR

#3 STIRRUPS @ 18" O.C

(4) - # 5 REBAR

6"

EM

BE

D

M

EN

T (T

YP

9'-8" 11'-8"

SCALE: NTS

REINFORCED CONCRETE PILE CAP

PAPER JOINT, TYP.

3 4 6

9' -8

HELICAL PILE LOCATION

POUR IN PLACE CONCRETE SLAB BRIDGE

24"

#7 @ 6"

2'-0"

CONCRETE CURB (SEE DETAIL 5)

NOT TO SCALE

CURB BEAM REINFORCEMENT DETAIL5

#7 @ 6"

9'-8"

11'-8"

6"

TO BE DETERMINED

BY PILE INSTALLER

TO BE DETERMINED

BY PILE INSTALLER

(2) - #7 REBAR

#3 STIRRUPS @ 18"

12"

(4) - # 5 REBAR

(4) - #5 REBAR

(2) - #5 REBAR

WIRE MESH

REINFORCEMENT

@ 3" MIN. FROM

TOP OF SLAB

WIRE MESH

REINFORCEMENT

@ 3" MIN. FROM

TOP OF SLAB

WIRE MESH

REINFORCEMENT

@ 3" MIN. FROM

TOP OF SLAB

WIRE MESH

REINFORCEMENT

@ 3" MIN. FROM

TOP OF SLAB

2" COVER

2" COVER

Description Date

SUBMISSIONS/ REVISIONS

No

Drawn By:

Design By:

Checked By:

Submission Date:

06/9/2026

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

123456789

89 123467 5

A

B

D

E

F

G

H

C

JC

DR

VH

DR

OFLI-CR-2026-001(A) 14

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

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

RED TRAIL SLAB BRIDGE REPLACEMENT

CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NY, 11769

CONSULTANTS: N/A

KEY PLAN:

CONTRACT #: N/A

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

PROPOSED SHORT SPAN

BRIDGE DETAILS

ENVIRONMENTAL REVIEW 8.22.25

90% DD 3.6.26

CODE COMPLIANCE REVIEW 3.13.26

CONSTRUCTION CONTRACT 6.9.26

S-1

RECOMMENDED:

MacLean D684S81012 LEAD SHAFT

OR EQUAL

(SEE SHEET SPEC-5 SECTION 2.1)

RECOMMENDED:

MacLean D684S81012 LEAD SHAFT

OR EQUAL

(SEE SHEET SPEC-5 SECTION 2.1)

RECOMMENDED:

MacLean D684S81012 LEAD SHAFT OR EQUAL

(SEE SHEET SPEC-5 SECTION 2.1)

ANTICIPATED ± 30 FT MIN.

INCLUDING MULTIPLE ± 7 FT

EXTENSIONS

Land, Air, Water Environmental Services, Inc.

DRILLER'S LOGS

BORING#: B-1

April 5, 2024

Great River, NY

Page# 1 of 1

DATE:

SITE: Connetquot State Park

DEPTH DRILLED:

CORING DEVICE:

DRILL RIG / GEOPROBE TYPE:

DRILLER:

DEPTH

FROM TO

ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft

RECOVERY

14 inches

14 inches

12 inches

Direct Push

9 inches

Direct Push

10 inches

Direct Push

10 inches

Direct Push

12 inches

Direct Push

12 inches 7-7-10-9

2-1-2-6

3-3-4-7

4-5-3-3

5-4-2-2 feet 2" x 24"

AUTOMATIC SPT DROP HAMMER

Geoprobe 78DT

C. Pedersen

BLOWS / 6

INCHES

3-6-5-5

6-8-6-8

17-12-13-9

CONSULTANT: Lockwood, Kessler & Bartlett, Inc.

Syosset, NY

DEPTH TO WATER:

TIME WATER WAS TAKEN:

WELL/BORING GROUTED : Backfill

DRILLING METHOD:

HELPER: J. Neuhaus

SAMPLE DESCRIPTION

Dark brown sand, fine to medium, trace of gravel, (SP)

Dark brown sand, medium to fine, trace of gravel, (SP), wet

Dark brown gravel sand, coarse to medium to fine, 15% gravel (SP), wet

Rod Advancement Brown sand/gravel, coarse to medium to fine, 10% gravel, (SP), wet

Rod Advancement Tan sand/gravel, coarse to medium to fine, 40% gravel, (SP), wet

Rod Advancement

White sand, fine, trace of gravel, (SW), wet

Rod Advancement

White sand, fine, trace of gravel, (SW), wet

Rod Advancement

White sand, fine, trace of gravel, (SW), wet feet

8:03 AM

3.5" Geoprobe rods

The boring / well has been finished at grade as contracted. It is the responsibility of the client and / or property owner to maintain the boring / well and have it legally abandoned when decommissioning is required.

Description Date

SUBMISSIONS/ REVISIONS

No

Drawn By:

Design By:

Checked By:

Submission Date:

06/9/2026

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

123456789

89 123467 5

A

B

D

E

F

G

H

C

JC

DR

VH

DR

OFLI-CR-2026-001(A) 14

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

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

RED TRAIL SLAB BRIDGE REPLACEMENT

CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NY, 11769

CONSULTANTS: N/A

KEY PLAN:

CONTRACT #: N/A

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

GEOTECHNICAL SOIL BORING LOGS

ENVIRONMENTAL REVIEW 8.22.25

90% DD 3.6.26

CODE COMPLIANCE REVIEW 3.13.26

S-2

NOTES:

1. TABULATED VALUES ARE BASED ON GRADE 60

REINFORCING BARS AND NORMAL-WEIGHT CONCRETE.

2. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE

LENGTHS ARE BASED ON ACI 318-19, SECTIONS 25.4.2 AND

25.5, RESPECTIVELY. TABULATED VALUES FOR BEAMS OR

COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT

AND CONCRETE COVER MEETING MINIMUM CODE

REQUIREMENTS. LENGTHS ARE IN INCHES.

3. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF

STRUCTURAL ELEMENT, CONCRETE COVER, AND THE

CENTER-TO-CENTER (C.-C.) SPACING OF THE BARS, ARE

DEFINED AS:

4. LAP CLASS A VALUE ARE THE REQUIRED TENSION DEVELOPMENT

LENGTHS, Ld; LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION

DEVELOPMENT LENGTHS;

CLASS A = 1.0 Ld AND CLASS B = 1.3 Ld (ACI 318-19, SECTION 25.5).

5. LAP SPLICES OF #14 OR #18 BARS ARE NOT PERMITTED. THE

TABULATED VALUES FOR THOSE BAR SIZES ARE THE TENSION

DEVELOPMENT LENGTHS.

6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF

CONCRETE CAST BELOW THE BARS.

7. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE

TABULATED VALUES BY 1.3; OR WHEN f IS SPECIFIED, THE FACTOR

IS 6.7

8. FOR EPOXY COATED BARS, MULTIPLY THE TABULATED

VALUES BY ONE OF THE FOLLOWING FACTORS:

NOTES:

1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS

AND NORMAL WEIGHT CONCRETE.

2. COMPRESSION DEVELOPMENT LENGTHS AND COMPRESSION LAP SPLICE LENGTHS

ARE BASED ON ACI 318-19 SECTIONS 25.4 AND 25.5. LENGTHS ARE IN INCHES.

3. FOR COMPRESSION LAP SPLICE LENGTHS:

3.1. THE TABULATED LENGTHS ARE APPLICABLE FOR ALL CONCRETE STRENGTHS OF

AT LEAST 3,000 PSI.

4. ACI 318-19 DOES NOT ALLOW LAP SPLICES OF #14 AND #18 BARS, EXCEPT TO #11 AND

SMALLER BARS.

ALL GRADES OF STEEL:

D = FINISH INSIDE BEND DIAMETER

d = NOMINAL BAR DIAMETER

MIN. D = 6d FOR #3 THROUGH #8 = 8d FOR #9 AND #11 = 10d FOR #14 AND #18

Description Date

SUBMISSIONS/ REVISIONS

No

Drawn By:

Design By:

Checked By:

Submission Date:

06/9/2026

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

123456789

89 123467 5

A

B

D

E

F

G

H

C

JC

DR

VH

DR

OFLI-CR-2026-001(A) 14

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

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

RED TRAIL SLAB BRIDGE REPLACEMENT

CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NY, 11769

CONSULTANTS: N/A

KEY PLAN:

CONTRACT #: N/A

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

CONCRETE REINFORCEMENT DETAILS

ENVIRONMENTAL REVIEW 8.22.25

90% DD 3.6.26

CODE COMPLIANCE REVIEW 3.13.26

S-3

SECTION 011100 - SAFETY

PART 1 - GENERAL

1.1 SUMMARY

A. This section requires compliance with applicable Safety codes, standards, and regulations, including but not limited to OSHA, Building Code of New York State, Fire Code of New York State, and Facility Regulations.

1.2 RELATED WORK SPECIFIED ELSEWHERE

A. Summary of the Work: Section 011000.

1.3 DEFINITIONS, ABBREVIATIONS

A. OSHA: Occupational Safety and Health Administration.

B. BCNYS: Building Code of New York State.

C. EBCNYS: Existing Building Code of New York State.

D. FCNYS: Fire Code of New York State.

E. NFPA: National Fire Protection Association.

F. NEC: NFPA 70E.

1.4 SUBMITTALS

A. Provide a SITE SPECIFIC SAFETY PLAN no later than 15 days after approval of the Contract by the Comptroller. The plan must include at a minimum:

1. Cover page including Project Name/Location/Project Number/Contractor Name/Potential Start/Finish Dates.

2. Complete Scope of work.

3. Roles and Responsibilities page identifying Supervision, list of the names of all competent and/or qualified persons, including their qualifications, for each activity requiring a competent person i.e. excavations, scaffolding, rigging, fall protection, etc.

4. A program for implementing appropriate PPE as specified in the High 5.

Hazard Assessment detailed in Subparagraph 1.04 A.11 below.

5. A program for assuring employees have proper work attire, i.e.

substantial sole safety-toed footwear, long pants, shirts with minimum 4-inch sleeves, etc.

a. Exception:

1) When the employer can demonstrate that it is infeasible or creates a greater hazard to utilize these systems, the employer shall develop and implement a Fall Protection Plan, which meets the requirements of paragraph (k) 1926.502. This plan must be approved before implementation by the applicable OGS Regional Safety Manager.

6. A program for raising employee awareness through the use of weekly Safety Talks (i.e. “Toolbox Talks” or “Tailgate Meetings”) on topics related to upcoming/relevant work on the project. Contractor shall be required to verify that all employees on site participated in meeting, with documentation submitted to the OPRHP Representative.

7. A written Respirable Silica Protection Plan, including tasks for which employees could reasonably be expected to be exposed to harmful silica dust, and control methods that will be used to limit or eliminate exposure, as well as any PPE necessary to ensure protection.

8. Identify specific hazards related to this Project, and how employees will be protected from those hazards.

9. High Hazard Assessment's detailing procedures for all high hazard work activities including, but not limited to:

a. All lifts involving cranes or material handling equipment.

b. Demolition.

c. Excavations where anticipated depth is 5' or more.

1) High Hazard Assessments shall include a step-by-step breakdown of a given task, the hazards associated with each step, the controls that will be utilized to eliminate or minimize the hazards, and the PPE that will be used to protect from remaining hazards.

2) All required certifications shall be provided for all applicable types of work with required training/certifications (i.e., Powder Actuated Tools, Aerial Lifts, Forklifts, Crane Operators License, etc.).

10. A project safety inspection program, with a minimum of one documented safety inspection per week, during the course of construction. Submit copies of all resultant inspection reports to the OPRHP Representative on a weekly basis.

11. A program for providing proper care for injured employees, including the name of the employee with First Aid/CPR certification who will be on site at all times during the course of construction, to include local hospital/medical facility locations and contact information.

12. Provide an Emergency Action and Evacuation Plan, including Fire Protection and Emergency Response, when applicable.

a. Plan to include:

1) Procedures for reporting a fire or other emergency.

2) Procedures for emergency evacuation, including type of evacuation and exit route assignments.

3) Emergency Contact information.

4) Procedures on how to alert workers of an emergency.

5) Procedures to account for all employees after evacuation and muster/evacuation points.

6) A list of all major fire hazards, to include type of fire protection equipment necessary to control hazard.

B. Accident Reporting: The OPRHP Representative shall be immediately notified of any and all accidents. A copy of a written accident report shall be furnished to the OPRHP Representative within 24 hours of an incident.

1. After any incident on site resulting in an employee being injured or damage to property, a Post- Accident Review Investigation shall be held as soon as possible after any incident. As a minimum, this investigation will involve the injured person, his/her supervisor, the responsible project superintendent and/ or supervisor and the onsite safety supervisor. The contractor shall be responsible to provide a written Post-Accident Corrective Action Plan, which will detail immediate steps taken to correct any unsafe condition that led to injury/property damage, long-term actions to prevent repeat incidents from happening on the site, and roles and responsibilities of individuals who will be implementing the corrective measures, which will be reviewed for effectiveness and continually monitored for implementation.

1.5 STOP WORK ACTIVITY AUTHORITY

A. All NYS OPRHP Representatives have the authority to stop a work activity that exposes any Contractor employees to potentially serious injury and/or illness. The responsible Contractor shall immediately cease work, perform an assessment of the activity that is exposing employees to any Immediately Dangerous to Life or Health (IDLH) conditions, and take action necessary to satisfactorily address the unsafe condition(s), at no cost to the State. The activity may only resume when a NYSOGS Representative and respective Contractor's Safety Representative verify corrective measures have been satisfactorily completed. Any related impact to time of completion shall be considered within the Contractor's control.

B. No site work, other than mobilization, shall commence until the Site-Specific Safety Plan is approved.

1.6 ADDITIONAL SAFETY POLICIES THAT WILL BE ADHERED TO

THROUGHOUT THE CONSTRUCTION PHASE

A. All contractors are required to utilize head (hardhat) and eye protection (safety glasses) at all times well within the project limits.

B. Any employee exposed to equipment/vehicles shall be required to utilize an ANSI Level 2 Safety Work Vest.

C. Contractors are strictly prohibited from utilizing any state-owned equipment or materials during construction.

D. All tools/equipment on multi-trade projects shall bear identifiable markings as to which contractor the tool/equipment belongs to. If any tool/equipment on the project does not have contractor's markings, the tool shall be immediately removed from the site until owner claims the tool/equipment.

E. Seatbelts shall be utilized when operating all heavy equipment designed to be operated in a seated position. When traveling in a vehicle, all employees shall be seated in a secured seat with a seatbelt in place.

F. All heavy equipment being utilized on site shall have a fire extinguisher of suitable size/rating within reach of operator.

G. Any fuel-powered equipment shall have a fire extinguisher of suitable size/rating no closer than 10 feet and no further than 25 feet from the equipment.

H. An applicable sized Spill Kit shall be available on all jobsites where heavy equipment is being utilized.

END OF SECTION 011100

Description Date

SUBMISSIONS/ REVISIONS

No

Drawn By:

Design By:

Checked By:

Submission Date:

06/9/2026

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

123456789

89 123467 5

A

B

D

E

F

G

H

C

JC

DR

VH

DR

OFLI-CR-2026-001(A) 14

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

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

RED TRAIL SLAB BRIDGE REPLACEMENT

CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NY, 11769

CONSULTANTS: N/A

KEY PLAN:

CONTRACT #: N/A

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

PROJECT SPECIFICATIONS

ENVIRONMENTAL REVIEW 8.22.25

90% DD 3.6.26

CODE COMPLIANCE REVIEW 3.13.26

SPEC-1

SECTION 310000 - EARTHWORK

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Site Clearing:

a. Protecting existing vegetation to remain.

2. Excavation:

a. Excavating for structures.

3. Fill and Backfill:

a. Backfilling for site structures to subgrade elevations.

4. Preparation of subgrades.

5. Compaction.

1.3 REFERENCE STANDARDS

A. ASTM International:

6. ASTM C88 - Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

7. ASTM C136 - Standard Test Method for Sieve Analysis of Fine and

Coarse Aggregates.

8. ASTM D698 - Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3).

9. ASTM D1557 - Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3).

10. ASTM D2419 - Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate.

11. ASTM D2434 - Standard Test Method for Permeability of Granular Soils

(Constant Head).

12. ASTM D2487 - Standard Practice for Classification of Soils for

Engineering Purposes (Unified Soil Classification System).

13. ASTM D2974 - Standard Test Methods for Determining the Water

(moisture) Content, Ash Content, and Organic Material of Peat and Other Organic Soils.

14. ASTM D4318 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.

15. ASTM D4373 - Standard Test Method for Rapid Determination of Carbonate Content of Soils

16. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples.

17. ASTM D6938 - Standard Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth).

B. Related Requirements:

1. Local utility standards when working in close proximity to utility lines.

2. Occupational Safety and Health Administration: Comply with the applicable requirements of the Code of Federal Regulations Title 29 - Labor, Part 1926 Safety and Health Regulations for Construction

(OSHA).

C. New York State Department of Transportation (NYS DOT)

1. NYS DOT 620 - Bank and Channel Protection

2. NYS DOT 703 - Aggregates

3. NYS DOT 733 - Earthwork Materials

1.4 DEFINITIONS

A. Surface Soil: Soil that is present at the top layer of the existing soil profile.

B. Subsurface: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring soil profile.

C. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in-place surface soil; the zone where plant roots grow. Its appearance is generally friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsurface; reasonably free of subsurface soils, clay lumps, gravel, weeds, roots, toxic materials, or other non-soil materials.

D. Borrow Soil: Approved soil imported from off-site for use as fill or backfill.

E. Backfill: Soil material or controlled low-strength material used to fill an excavation.

1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe.

2. Final Backfill: Backfill placed over initial backfill to fill a trench.

F. Fill: Soil materials used to raise existing grades.

G. Suitable Material (Fill and Backfill for Landscaped Areas): Material generally consisting of mineral soil (inorganic), blasted or broken rock and similar materials of natural or man-made origin, including mixtures thereof.

Maximum particle size will not exceed 2/3 of the specified layer thickness prior to compaction. Topsoil and organic silt may be used as suitable material in landscaped areas provided it is placed as the surface soil.

H. Unsuitable Material: Material containing cinders, industrial waste, sludge, building/construction rubble, land fill, muck, and peat.

I. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage material, or topsoil materials.

J. Subbase Course: Aggregate layer placed between the subgrade and asphaltic or concrete pavement section or concrete structure.

K. Drainage Material: Aggregate layer with minimal material passing the #200 sieve to promote downward water flow and minimizes upward capillary flow of pore water.

L. Classified Earth Excavation: Removal of all surface and subsurface material not classified as rock, to the lines and dimensions indicated.

M. Unclassified Earth Excavation: Removal of all surface and subsurface material, of any description, necessary to perform the work of this contract.

This will include:

1. All soil deposits of any description both above and below groundwater levels. These may be naturally deposited or placed by previous construction operations.

2. Ledge rock of all quality. (Limestone, Sandstone, Shale, Granite and similar materials in solid beds or masses in its original or stratified position which can only be removed by drilling, wedging, use of pneumatic tools or heavy ripping equipment). Blasting operations will not be permitted to loosen any ledge rock necessary to be removed in this contract.

3. Boulders of any size.

4. Any materials of man-made origin.

N. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by OPRHP Representative. Authorized additional excavation and replacement material will be paid for according to Contract provisions.

O. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by OPRHP Representative.

Unauthorized excavation, as well as remedial work directed by OPRHP Representative, shall be without additional compensation.

P. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface.

Q. Utilities: On-site underground pipes, conduits, ducts, and cables as well as underground services within buildings.

R. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction.

S. Vegetation: Trees, shrubs, groundcovers, grass, and other plants.

T. Landscaped Areas: Areas not covered by structures, walks, roads, paving, or parking.

U. Grading Limit Line (Shown on Drawings): Limits of grading, excavations and filling required for the Work. Unless specifically noted otherwise, the Grading Limit Line and Contract Limit Line shall be considered the same.

1.5 MATERIAL OWNERSHIP

A. Except for materials indicated to be stockpiled or otherwise remain State's property, cleared materials shall become Contractor's property and shall be removed from Project site.

1.6 SUBMITTALS

A. Submittals for this Section are subject to the re-evaluation fee identified in Article 4 of the General Conditions.

B. Manufacturer's installation instructions shall be provided along with product data.

C. Submittals shall be provided in the order in which they are specified and tabbed (for combined submittals).

D. Existing Conditions: Submit documentation before earthwork activities begin of existing trees and plantings, adjoining construction, and site improvements that establishes preconstruction conditions that might be misconstrued as damage caused by the Work of this Section.

1. Use sufficiently detailed photographs or video recordings.

2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plant designated to remain.

E. Qualification Data: For qualified testing agency.

1.7 QUALITY ASSURANCE

F. Geotechnical Testing Agency Qualifications: Qualified according to ASTM E329 and ASTM D3740 for testing indicated.

1.8 FIELD CONDITIONS

A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during earth-moving operations.

1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from OPRHP Representative and authorities having jurisdiction.

2. Provide alternate routes around closed or obstructed traffic ways if required by OPRHP Representative or authorities having jurisdiction.

B. Improvements on Adjoining Property: Authority for performing earth moving indicated on property adjoining State's property will be obtained by OPRHP Representative before award of Contract.

1. Do not proceed with work on adjoining property until directed by OPRHP

Representative.

C. Salvageable Improvements: Carefully remove items indicated to be salvaged.

D. Utility Locator Service: Locate underground utilities before beginning site clearing or earth-moving operations.

Description Date

SUBMISSIONS/ REVISIONS

No

Drawn By:

Design By:

Checked By:

Submission Date:

06/9/2026

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

KATHY HOCHUL

Governor

KATHY MOSER

Commissioner

123456789

89 123467 5

A

B

D

E

F

G

H

C

JC

DR

VH

DR

OFLI-CR-2026-001(A) 14

LONG ISLAND DISTRICT

625 BELMONT AVE

WEST BABYLON, NY 11702

TOM ALWORTH

EXECUTIVE DEPUTY COMMISSIONER

BEVIN COLLINS, RA, LEED AP

DEPUTY COMMISSIONER, CAPITAL PROJECTS

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

RED TRAIL SLAB BRIDGE REPLACEMENT

CONNETQUOT RIVER STATE PARK PRESERVE

4090 SUNRISE HIGHWAY

OAKDALE, NY, 11769

CONSULTANTS: N/A

KEY PLAN:

CONTRACT #: N/A

GEORGE GORMAN, JR.

LONG ISLAND REGIONAL DIRECTOR

VESNA HADZIBABIC, PE, LEED AP BD+C

LONG ISLAND CAPITAL DISTRICT MANAGER

PROJECT SPECIFICATION

ENVIRONMENTAL REVIEW 8.22.25

90% DD 3.6.26

CODE COMPLIANCE REVIEW 3.13.26

SPEC-2

E. Do not commence operations until temporary site fencing and erosion and sedimentation control measures are in place.

F. Do not commence earthwork operations until plant-protection measures specified herein are in place.

G. The following practices are prohibited within protection zones:

2. Storage of construction materials, debris, or excavated material.

3. Parking vehicles or…