30_PIERCE_ST - STAMPED_25_06_11.pdf

PDF 3 MB Posted Jul 17, 2025

Attached to: Pierce St IRA - Driveway Replacement
Solicitation number: 2124538
Issued by: Monroe County, New York

About this file

Written by GovTribe AI · Jul 17, 2025

The document is a set of design and construction drawings for a driveway and parking lot renovation project at 30 Pierce Street in Webster, New York, prepared by Patriot Design & Consulting for the New York State Office for People with Developmental Disabilities (OPWDD). The project involves demolishing existing asphalt pavement, removing gravel and topsoil, excavating to subbase elevation, and constructing a new parking lot with proper grading, erosion control, and surface restoration. The project is dated June 11, 2025, with project identification number 3024-4056, and includes detailed specifications for earthwork, asphalt paving, seeding, and tree removal.

The drawings provide comprehensive technical specifications including requirements for subbase material (NYSDOT Type 2), asphalt mix designs (9.5 top course and 25.0 binder course), compaction standards (95% density), and erosion control measures using compost filter socks. The project emphasizes careful site preparation, matching existing grades, ensuring proper drainage with 1-2% cross slopes, and maintaining access for facility residents and staff during construction. The specifications include detailed requirements for material quality, placement techniques, testing protocols, and restoration of disturbed areas, with a focus on minimizing environmental impact and maintaining the existing landscape's integrity.

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C O

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ABBREVIATIONSSYMBOLS

LOCATION MAP N

DRAWING LIST

DRIVEWAY AND PARKING LOT DESIGN

30 PIERCE ST, WEBSTER, NY 14580

620 WESTFALL ROAD

ROCHESTER, NY 14620GI-001 COVER SHEET

GI-002 GENERAL NOTES AND SPECIFICATIONS

GI-003 SPECIFICATIONS

CD-101 DEMOLITION

CG-101 GRADING, EROSION & SEDIMENT CONTROL

CS-101 SITE PLAN AP

D B

N B

O N

N O

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL

AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

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ABAN ABANDON

ADA AMERICANS WITH

DISABILITIES ACT

ALT ALTERNATE OR ALTITUDE

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF

CIVIL ENGINEERS

AWWA AMERICAN WATER WORKS

ASSOCIATION

BDRY BOUNDARY

BLDG BUILDING

BM BENCHMARK

C/C CENTER TO CENTER

CB CATCH BASIN

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE

DEMO DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E EAST

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EW EACH WAY

FF FINISH FLOOR ELEVATION

HMA HOT MIX ASPHALT

INV INVERT

LF LINEAR FEET (FOOT)

MAX MAXIMUM

MIN MINIMUM

N NORTH

NOM NOMINAL

NTS NOT TO SCALE

NYSDOT NEW YORK STATE

DEPARTMENT OF

TRANSPORTATION

OC ON CENTER

PL PROPERTY LINE

PVC POLYVINYL CHLORIDE

R RADIUS

RFI REQUEST FOR

INFORMATION

ROW RIGHT OF WAY

S SOUTH

SCH SCHEDULE

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SPEC SPECIFICATION

ST STORM SEWER

TEMP TEMPORARY

TOPO TOPOGRAPHY

TYP TYPICAL

CENTERLINE

STORM SEWER

OVERHEAD ELECTRIC

CONTOUR LINE

CONTROL POINT

POST

LIGHT POLE

UTILITY POLE

CATCH BASIN

MAIL BOX

CONIFEROUS TREE

SHRUB

U=2 14A

U=214AU=214AU=214A

U=214A U=214A

U=214A U=214A U=214AU=214A U=214A U=214A

U=2 14A

U=214AU=214AU=214A

U=214A U=214A

PROJECT LOCATION

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AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

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GENERAL NOTES:

1. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO THE ENTIRE SET OF

PLANS, THE CONTRACTOR IS RESPONSIBLE FOR APPLYING THESE NOTES

THROUGHOUT THE ENTIRE PROJECT.

2. EXISTING KNOWN UNDERGROUND UTILITIES, KNOWN STRUCTURES, MANHOLES,

PAVEMENTS, FENCES, POLES, AND SIMILAR FEATURES ARE SHOWN ON THE

PLANS ACCORDING TO THE BEST AVAILABLE INFORMATION. FIELD CONDITIONS

MAY BE ENCOUNTERED DURING CONSTRUCTION WHICH MAY VARY FROM THOSE

DEPICTED HEREIN.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SERVICES OF AN

UNDERGROUND PENETRATING RADAR UTILITY LOCATOR TO LOCATE AND MARK

ALL UTILITIES BEFORE ANY EXCAVATION/CONSTRUCTION WORK BEGINS.

4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN

THE FIELD PRIOR TO STARTING ANY WORK. IF FIELD CONDITIONS ARE FOUND TO

VARY FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY

THE FACILITY MANAGER AND ENGINEER.

5. THE CONTRACTOR SHALL LOCATE AND MARK ALL PROPERTY LINES,

RIGHT-OF-WAYS, AND EASEMENTS PRIOR TO THE START OF WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS

FOR WORK WITHIN PUBLIC RIGHT-OF-WAY.

7. CONTRACTOR VEHICLES, EQUIPMENT OR MATERIALS ARE NOT TO BE PARKED

OR STORED WITHIN PUBLIC RIGHT-OF-WAY. CONTRACTOR AND PERSONNEL

VEHICLES ARE NOT TO BE PARKED OR DRIVEN ON ADJACENT PROPERTIES.

8. COORDINATE MATERIAL STAGING AREA, IF REQUIRED, WITH THE FACILITY

MANAGER.

9. ALL WORK AND MATERIALS SHALL CONFORM TO NYSDOT

REQUIREMENTS/SPECIFICATIONS.

10. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW AND

PROVIDING WORK ZONE TRAFFIC CONTROL WHEN NECESSARY, REFER TO

NYSDOT STANDARD SHEETS.

11. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE OR DISTURB EXISTING

STRUCTURES, CONCRETE, PAVERS/BRICK, STAIRS, FOUNDATIONS OR UTILITIES

DURING CONSTRUCTION. DAMAGED FEATURES AS A RESULT OF THE

CONTRACTOR'S OPERATIONS SHALL BE IMMEDIATELY REPAIRED OR REPLACED

BY THE CONTRACTOR TO THE SATISFACTION OF THE FACILITY MANAGER AT NO

ADDITIONAL COST TO THE OWNER.

12. CONTRACTOR SHALL KEEP SITE CLEAN AND FREE OF HAZARDS TO PREVENT

INJURY TO STAFF AND RESIDENTS.

13. STORMWATER PIPES, ROADSIDE DRAINAGE, FOUNDATION/ROOF DRAINS, AND

SANITARY SEWER FLOWS MUST BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

14. DISTURBED AREA SHALL BE MINIMIZED TO THE EXTENT POSSIBLE, TOTAL

DISTURBED AREA SHALL REMAIN UNDER ONE (1) ACRE.

15. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL SURFACES DISTURBED BY

DEMOLITION AND PROPOSED WORK.

GENERAL SPECIFICATIONS:

SECTION 310000 - EARTHWORK

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. SITE RESTORATION: SECTION 310101.

1.02 DEFINITIONS

A. THE FOLLOWING TERMS SHALL HAVE THE MEANINGS ASCRIBED TO THEM IN THIS

ARTICLE, WHEREVER THEY APPEAR IN THIS SECTION.

1. EARTH EXCAVATION: THE REMOVAL OF ALL SURFACE AND SUBSURFACE MATERIAL

NOT CLASSIFIED AS ROCK (AS DEFINED BELOW).

2. SUBGRADE SURFACE: SURFACE UPON WHICH SUBBASE OR TOPSOIL IS PLACED.

3. SUBBASE: SELECT GRANULAR MATERIAL OR SUBBASE COURSE TYPE 2 WHICH IS

PLACED IMMEDIATELY BENEATH PAVEMENT OR CONCRETE SLABS.

4. FOUNDATION BEARING GRADE: GRADE/ELEVATION AT WHICH THE

BOTTOM-OF-FOOTINGS ARE CONSTRUCTED.

5. MAXIMUM DENSITY: THE DRY UNIT WEIGHT IN POUNDS PER CUBIC FOOT OF THE SOIL

AT “OPTIMUM MOISTURE CONTENT” WHEN DETERMINED BY ASTM D 698 (STANDARD

PROCTOR).

6. STRUCTURES: BUILDINGS, FOOTINGS, FOUNDATIONS, RETAINING WALLS, SLABS,

TANKS, MECHANICAL AND ELECTRICAL APPURTENANCES, OR OTHER MAN-MADE

STATIONARY FEATURES CONSTRUCTED ABOVE OR BELOW THE GROUND SURFACE.

7. LANDSCAPED AREAS: AREAS NOT COVERED BY STRUCTURES, WALKS, ROADS,

PAVING, OR PARKING.

8. UNAUTHORIZED EXCAVATION: THE REMOVAL OF MATERIAL BELOW REQUIRED

ELEVATION INDICATED ON THE DRAWINGS OR BEYOND LATERAL DIMENSIONS

INDICATED OR SPECIFIED WITHOUT SPECIFIC WRITTEN DIRECTION BY THE

DIRECTOR'S REPRESENTATIVE.

1.03 PROJECT CONDITIONS

A. PROTECT EXISTING TREES AND PLANTS DURING PERFORMANCE OF THE WORK

UNLESS OTHERWISE INDICATED. PROTECT ROOT SYSTEMS FROM SMOTHERING. DO

NOT STORE EXCAVATED MATERIAL, OR ALLOW VEHICULAR TRAFFIC OR PARKING

WITHIN THE BRANCH DRIP LINE. RESTRICT FOOT TRAFFIC TO PREVENT EXCESSIVE

COMPACTION OF SOIL OVER ROOT SYSTEMS.

B. COLD WEATHER REQUIREMENTS: WHEN FREEZING TEMPERATURES ARE PREDICTED,

DO NOT EXCAVATE TO FINAL REQUIRED ELEVATIONS. COMPACTION OF SOIL DURING

COLD WEATHER IS DIFFICULT AND CAN BE IMPRACTICAL. EARTHWORK OPERATIONS

ARE NOT PERMITTED BETWEEN NOVEMBER 1ST AND APRIL 1ST.

PART 2 PRODUCTS

2.01 MATERIALS

A. SUBBASE COURSE TYPE 2: STOCKPILED, CRUSHED LEDGE ROCK OR APPROVED

BLAST FURNACE SLAG. COMPLY WITH THE GRADATION AND MATERIAL

REQUIREMENTS SPECIFIED BELOW:

1. MAGNESIUM SULFATE SOUNDNESS TEST: 20 PERCENT MAXIMUM LOSS BY WEIGHT

AFTER FOUR TEST CYCLES.

2. PLASTICITY INDEX: THE PLASTICITY INDEX OF THE MATERIAL PASSING THE NO. 40

MESH SIEVE SHALL NOT EXCEED 5.0.

3. ELONGATED PARTICLES: NOT MORE THAN 30 PERCENT, BY WEIGHT, OF THE

PARTICLES RETAINED ON A 1/2 INCH SIEVE SHALL CONSIST OF FLAT OR ELONGATED

PARTICLES. A FLAT OR ELONGATED PARTICLE IS DEFINED AS ONE WHICH HAS ITS

GREATEST DIMENSION MORE THAN THREE TIMES ITS LEAST DIMENSION.

PART 3 EXECUTION

3.01 UNDERGROUND UTILITIES

A. LOCATE EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION

WORK. DETERMINE EXACT UTILITY LOCATIONS BY HAND EXCAVATED TEST PITS.

SUPPORT AND PROTECT UTILITIES TO REMAIN IN PLACE.

B. DO NOT INTERRUPT EXISTING UTILITIES THAT ARE IN SERVICE UNTIL TEMPORARY OR

NEW UTILITIES ARE INSTALLED AND OPERATIONAL.

3.02 EXCAVATION

A. EXCAVATE EARTH AS REQUIRED FOR THE WORK.

B. INSTALL AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROLS DURING ALL

EARTHWORK OPERATIONS AS SPECIFIED ON THE CONTRACT DRAWINGS OR AS

DIRECTED BY LOCAL OFFICIALS. IF THE EROSION AND SEDIMENTATION CONTROLS

SPECIFIED BY THE LOCAL OFFICIALS ARE MORE STRINGENT THAN THOSE SPECIFIED

ON THE CONTRACT DRAWINGS CONTACT THE DIRECTOR'S REPRESENTATIVE.

C. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL

COMPLETION OF BACKFILLING. COMPLY WITH CODE OF FEDERAL REGULATIONS

TITLE 29 - LABOR, PART 1926 (OSHA).

D. STOCKPILE EXCAVATED MATERIALS CLASSIFIED AS SUITABLE MATERIAL WHERE

DIRECTED, UNTIL REQUIRED FOR FILL. PLACE, GRADE, AND SHAPE STOCKPILES FOR

PROPER DRAINAGE AS APPROVED BY THE DIRECTOR'S REPRESENTATIVE.

E. CONCRETE SLABS: EXCAVATE TO THE FOLLOWING DEPTHS BELOW BOTTOM OF

CONCRETE FOR ADDITION OF SELECT GRANULAR MATERIAL:

1. EXTERIOR SLABS AND STEPS: 12 INCHES UNLESS OTHERWISE INDICATED.

F. PAVEMENT: EXCAVATE TO SUBGRADE SURFACE ELEVATION.

G. UNAUTHORIZED EXCAVATIONS: UNLESS OTHERWISE DIRECTED, BACKFILL

UNAUTHORIZED EXCAVATION UNDER FOOTINGS, FOUNDATION BASES, AND

RETAINING WALLS WITH COMPACTED SELECT GRANULAR MATERIAL WITHOUT

ALTERING THE REQUIRED FOOTING ELEVATION. ELSEWHERE, BACKFILL AND

COMPACT UNAUTHORIZED EXCAVATION AS SPECIFIED FOR AUTHORIZED EXCAVATION

OF THE SAME CLASSIFICATION, UNLESS OTHERWISE DIRECTED BY THE DIRECTOR.

1. UNAUTHORIZED EXCAVATIONS UNDER STRUCTURAL WORK SUCH AS FOOTINGS,

FOUNDATION BASES, AND RETAINING WALLS SHALL BE REPORTED IMMEDIATELY TO

THE DIRECTOR BEFORE ANY CONCRETE OR BACKFILLING WORK COMMENCES.

H. NOTIFY THE DIRECTOR'S REPRESENTATIVE UPON COMPLETION OF EXCAVATION

OPERATIONS. DO NOT PROCEED WITH THE WORK UNTIL THE EXCAVATION IS

INSPECTED AND APPROVED. INSPECTION OF THE EXCAVATION BY THE DIRECTOR'S

REPRESENTATIVE WILL BE MADE ON 3 WORKING DAYS NOTICE.

3.03 DEWATERING

A. PREVENT SURFACE AND SUBSURFACE WATER FROM FLOWING INTO EXCAVATIONS

FROM FLOODING THE SITE AND SURROUNDING AREA.

B. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER FROM

ALL EXCAVATIONS IMMEDIATELY TO PREVENT SOFTENING OF FOUNDATION

BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO THE

STABILITY OF SUBGRADES AND FOUNDATIONS. FURNISH AND MAINTAIN PUMPS,

SUMPS, SUCTION AND DISCHARGE PIPING SYSTEMS, AND OTHER SYSTEM

COMPONENTS NECESSARY TO CONVEY THE WATER AWAY FROM THE SITE.

C. CONVEY WATER REMOVED FROM EXCAVATIONS, AND RAIN WATER, TO COLLECTING

OR RUN-OFF AREA. CUT AND MAINTAIN TEMPORARY DRAINAGE DITCHES AND

PROVIDE OTHER NECESSARY DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH

STRUCTURE. DO NOT USE TRENCH EXCAVATIONS AS TEMPORARY DRAINAGE

DITCHES.

D. PROVIDE TEMPORARY CONTROLS TO RESTRICT THE VELOCITY OF DISCHARGED

WATER AS NECESSARY TO PREVENT EROSION AND SILTATION OF RECEIVING AREAS.

3.04 PLACING FILL AND BACKFILL

A. SURFACE PREPARATION OF FILL AREAS: STRIP TOPSOIL, REMAINING VEGETATION,

AND OTHER DELETERIOUS MATERIALS PRIOR TO PLACEMENT OF FILL. REMOVE ALL

ASPHALT PAVEMENT IN ITS ENTIRETY FROM AREAS REQUIRING FILL PLACEMENT.

REUSE OF BROKEN OR MILLED ASPHALT AS FILL OR SUBBASE MATERIAL IS NOT

PERMITTED. PRIOR TO PLACEMENT OF FILL, SMOOTH OUT AND COMPACT AREAS

WHERE WHEEL RUTTING HAS OCCURRED DUE TO STRIPPING OR EARTHWORK

OPERATIONS.

B. EXCAVATIONS: BACKFILL AS PROMPTLY AS PRACTICABLE, BUT ONLY AFTER

APPROVAL BY THE DIRECTOR'S REPRESENTATIVE. DO NOT BACKFILL WITH

EXCAVATED MATERIAL UNLESS IT MEETS THE REQUIREMENTS OF THIS SECTION.

C. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES THICK IN

LOOSE DEPTH. BEFORE COMPACTION, MOISTEN OR AERATE EACH LAYER AS

NECESSARY TO FACILITATE COMPACTION TO THE REQUIRED DENSITY. DO NOT

PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR

COVERED WITH ICE.

D. UNDER EXTERIOR CONCRETE SLABS AND STEPS:

1. UP TO SUBGRADE SURFACE ELEVATION: PLACE SELECTED FILL WHEN FILL OR

BACKFILL IS REQUIRED.

2. SUBBASE MATERIAL: PLACE 12 INCHES OF SELECT GRANULAR MATERIAL (NYSDOT

TYPE 2 OR APPROVED EQUAL) OVER SUBGRADE SURFACE.

E. UNDER PAVEMENTS:

1. UP TO SUBGRADE SURFACE ELEVATION: PLACE SELECTED FILL WHEN FILL OR

BACKFILL IS REQUIRED.

2. SUBBASE MATERIAL: PLACE NYSDOT TYPE 2 SUBBASE MATERIAL AS INDICATED.

F. LANDSCAPED AREAS: PLACE SUITABLE MATERIAL WHEN REQUIRED TO COMPLETE

FILL OR BACKFILL AREAS UP TO SUBGRADE SURFACE ELEVATION. DO NOT USE

MATERIAL CONTAINING ROCKS OVER FOUR INCHES IN DIAMETER WITHIN THE TOP 12

INCHES OF SUITABLE MATERIAL.

3.05 COMPACTION

A. ALL MATERIALS WITH EXCEPTION OF OPEN GRADED STONE (NO. 2 COARSE

AGGREGATE, NO. 1 COARSE AGGREGATE, ITEM B-12, ETC.):

1. COMPACT EACH LAYER OF FILL AND BACKFILL FOR THE FOLLOWING AREA

CLASSIFICATIONS TO THE PERCENTAGE OF MAXIMUM DENSITY SPECIFIED BELOW

AND AT A MOISTURE CONTENT SUITABLE TO OBTAIN THE REQUIRED DENSITIES, BUT

AT NOT LESS THAN THREE PERCENT DRIER OR MORE THAN TWO PERCENT WETTER

THAN THE OPTIMUM CONTENT AS DETERMINED BY ASTM D 698 (STANDARD

PROCTOR).

A. CONCRETE SLABS AND STEPS: 95 PERCENT.

B. LANDSCAPED AREAS: 90 PERCENT.

C. PAVEMENT: 95 PERCENT.

IF A COMPACTED LAYER FAILS TO MEET THE SPECIFIED PERCENTAGE OF MAXIMUM

DENSITY, THE LAYER WILL BE RE-COMPACTED AND RETESTED. IF COMPACTION CANNOT

BE ACHIEVED THE MATERIAL/LAYER WILL BE REMOVED AND REPLACED. NO ADDITIONAL

MATERIAL MAY BE PLACED OVER A COMPACTED LAYER UNTIL THE SPECIFIED DENSITY IS

ACHIEVED. CONTRACTOR TO PROVIDE CERTIFIED TEST EVIDENCE OF ACHIEVED 95%

DRY-DENSITY.

3.06 GRADING

A. ROUGH GRADING: TRIM AND GRADE AREA TO A LEVEL OF FOUR INCHES BELOW THE

FINISH GRADES INDICATED. PROVIDE SMOOTH UNIFORM TRANSITION TO ADJACENT

AREAS.

B. FINISH GRADING: FINISH SURFACES FREE FROM IRREGULAR SURFACE CHANGES,

AND AS FOLLOWS:

1. GRASSED AREAS: FINISH AREAS TO RECEIVE TOPSOIL TO WITHIN 1 INCH ABOVE OR

BELOW THE REQUIRED SUBGRADE SURFACE ELEVATIONS.

2. PAVEMENTS: PLACE AND COMPACT SUBBASE MATERIAL AS SPECIFIED. SHAPE

SURFACE OF AREAS TO REQUIRED LINE, GRADE AND CROSS SECTION, WITH THE

FINISH SURFACE NOT MORE THAN 1/2 INCH ABOVE OR BELOW THE REQUIRED

SUBBASE ELEVATION.

C. SPREAD APPROVED TOPSOIL DIRECTLY UPON PREPARED SUBGRADE SURFACE TO A

DEPTH MEASURING 4 INCHES AFTER NATURAL SETTLEMENT OF THE TOPSOIL HAS

OCCURRED IN AREAS TO BE SEEDED. PLACE TO GREATER DEPTH WHEN NECESSARY

TO ADJUST GRADES TO REQUIRED ELEVATIONS.

1. APPROVED EXISTING TOPSOIL MAY BE USED. PROVIDE ADDITIONAL TOPSOIL FROM

OUTSIDE SOURCES AS REQUIRED.

D. FINISH TOPSOIL SURFACE FREE OF DEPRESSIONS WHICH WILL TRAP WATER, FREE

OF STONES OVER 1 INCH IN ANY DIMENSION, AND FREE OF DEBRIS.

3.07 RESTORATION

A. RESTORE PAVEMENTS, WALKS, CURBS, LAWNS, AND OTHER EXTERIOR SURFACES

DAMAGED DURING PERFORMANCE OF THE WORK TO MATCH THE APPEARANCE AND

PERFORMANCE OF EXISTING CORRESPONDING SURFACES AS CLOSELY AS

PRACTICABLE.

B. TOPSOIL AND SEED OR SOD DAMAGED LAWN AREAS OUTSIDE THE PROJECT AREA

AND NEW LAWN AREAS INSIDE. WATER AS REQUIRED UNTIL PHYSICAL COMPLETION

OF THE WORK.

3.8 DISPOSAL OF EXCESS AND UNSUITABLE MATERIALS

A. REMOVE FROM STATE PROPERTY AND DISPOSE OF EXCESS AND UNSUITABLE

MATERIALS, INCLUDING MATERIALS RESULTING FROM CLEARING AND GRUBBING AND

REMOVAL OF EXISTING IMPROVEMENTS.

3.9 FIELD QUALITY CONTROL

A. COMPACTION TESTING: NOTIFY THE DIRECTOR'S REPRESENTATIVE AT LEAST 3

WORKING DAYS IN ADVANCE OF ALL PHASES OF FILLING AND BACKFILLING

OPERATIONS. IF A COMPACTED LAYER FAILS TO MEET THE SPECIFIED PERCENTAGE

OF MAXIMUM DENSITY, THE LAYER SHALL BE RE-COMPACTED AND WILL BE

RETESTED. NO ADDITIONAL MATERIAL MAY BE PLACED OVER A COMPACTED LAYER

UNTIL THE SPECIFIED DENSITY IS ACHIEVED.

3.10 PROTECTION

A. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP THEM FREE OF

TRASH AND DEBRIS.

SECTION 310101 - SITE RESTORATION

PART 1 GENERAL

1.01 DESCRIPTION

A. COMPANY QUALIFICATIONS: THE COMPANY PERFORMING THE WORK OF THIS

SECTION SHALL BE INSURED AND HAVE A MINIMUM OF FIVE (5) YEARS OF

EXPERIENCE IN TREE REMOVAL AND TRIMMING. THE PERSON SUPERVISING THE

WORK SHALL ALSO HAVE A MINIMUM OF FIVE (5) YEARS OF EXPERIENCE IN TREE

REMOVAL AND TRIMMING.

B. THE WORK SHALL CONSIST OF THE REMOVAL AND DISPOSAL OF SELECTED TREES

INCLUDING STUMPS AND ROOTS.

1.02 COORDINATION AND SCHEDULING

A. COORDINATE WORK WITH THE DIRECTOR'S REPRESENTATIVE TO MINIMIZE

DISRUPTIONS AND FACILITY OPERATIONS. THE DIRECTOR'S REPRESENTATIVE SHALL

BE NOTIFIED AT LEAST THREE (3) WORKING DAYS PRIOR TO PERFORMING THE WORK,

AND SHOULD BE PROVIDED A SCHEDULE FOR THE WORKS PROGRESSION.

1.03 PROJECT CONDITIONS

A. PROTECT EXISTING TREES AND PLANTS DURING PERFORMANCE OF THE WORK

UNLESS OTHERWISE INDICATED. BOX TREES AND PLANTS INDICATED TO REMAIN

WITH TEMPORARY ORANGE CONSTRUCTION FENCING OR SOLIDLY CONSTRUCTED

WOOD BARRICADES AS REQUIRED. PROTECT ROOT SYSTEMS FROM SMOTHERING.

DO NOT STORE EXCAVATED MATERIAL, OR ALLOW VEHICULAR TRAFFIC OR PARKING

WITHIN THE CANOPY DRIP LINE. RESTRICT FOOT TRAFFIC TO PREVENT EXCESSIVE

COMPACTION OF SOIL OVER ROOT SYSTEMS.

B. REVIEW NYS DEC QUARANTINE ORDER FOR THE DISTRICTS AND THE REGULATIONS

OF THE MOVEMENT OF MATERIALS.

HTTP://WWW.DEC.NY.GOV/DOCS/LANDS_FORESTS_PDF/EAB2013QUARORDER.PDF

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 PREPARATION

A. PROTECTION:

1. PREVENT DAMAGE TO BUILDINGS, PAVEMENT, PIPES, CONDUITS, POLES AND OTHER

STRUCTURES ABOVE AND BELOW GROUND THAT ARE ADJOINING OR INCLUDED IN

THE CONTRACT AREA. REPAIR DAMAGE RESULTING FROM THE CONTRACTOR'S

NEGLIGENCE.

2. PROTECT EXISTING TREES AND SHRUBS NOT TO BE REMOVED. CUT BACK TO POINT

OF BRANCHING ALL BROKEN BRANCHES AND SKINNED AREAS.

3. STORE MATERIALS AND EQUIPMENT IN CLEARED AREAS AWAY FROM TREE ROOTS.

PREVENT EMPLOYEES AND EQUIPMENT FROM TRAMPLING OVER WOODLAND,

EXISTING PLANTING, AND ESTABLISHED LAWNS.

3.02 REMOVALS - TREES ENTIRELY

A. REMOVE TREES WHERE INDICATED.

B. TOP AND LIMB ALL TREES BEFORE FALLING, UNLESS OTHERWISE APPROVED BY THE

DIRECTOR'S REPRESENTATIVE.

C. CHIP OUT STUMPS TO A DEPTH OF NOT LESS THAN 6 INCHES BELOW FINISHED

GRADE. BACKFILL STUMP HOLES WITH TOPSOIL, AND SEED.

3.03 CLEAN UP - TREES TRIMMED AND REMOVED

A. REMOVE AND DISPOSE OF ALL LOGS, TREE TRIMMINGS, AND DEBRIS FROM STATE

PROPERTY. LEAVE WORK AREA IN A NEAT UNCLUTTERED CONDITION, WHERE

INDICATED OR SPECIFIED.

3.04 MAINTENANCE AND RESTORATION

A. RESTORE GRADES TO INDICATED LEVELS WHERE SETTLEMENT OR DAMAGE DUE TO

PERFORMANCE OF THE WORK HAS OCCURRED. CORRECT CONDITIONS

CONTRIBUTING TO SETTLEMENT OR DAMAGE.

B. RESTORE PAVEMENTS, WALKS, CURBS, LAWNS, AND OTHER EXTERIOR SURFACES

DAMAGED DURING PERFORMANCE OF THE WORK TO MATCH THE APPEARANCE AND

PERFORMANCE OF EXISTING CORRESPONDING SURFACES AS CLOSELY AS

PRACTICABLE.

3.05 WORK AREAS AND PERFORMANCE

A. THE DIRECTOR'S REPRESENTATIVE MAY LIMIT OR RESTRICT WORK AREAS AND

SCHEDULING OF THE TREE TRIMMING AND/OR REMOVAL BASED UPON PROJECT

PROGRESS.

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GENERAL SPECIFICATIONS, CONTINUED:

SECTION 321216 - ASPHALT PAVING

PART 1 GENERAL

1.01 REFERENCES

A. NEW YORK STATE DEPARTMENT OF TRANSPORTATION (DOT) SPECIFICATION SECTION

400 DATED JANUARY 1, 2023.

1.02 RELATED WORK SPECIFIED ELSEWHERE

A. EARTHWORK: SECTION 310000.

1.03 PROJECT CONDITIONS

A. ENVIRONMENTAL REQUIREMENTS:

1. DISCONTINUE PAVING WHEN SURFACE TEMPERATURES FALL BELOW REQUIREMENTS

LISTED IN DOT TABLE 404-1 UNLESS OTHERWISE SPECIFIED IN THE GENERAL

CONDITIONS OF THIS CONTRACT OR AS DIRECTED BY THE DIRECTOR'S

REPRESENTATIVE.

2. DO NOT PLACE ASPHALT CONCRETE ON WET SURFACES, OR WHEN WEATHER

CONDITIONS OTHERWISE PREVENT THE PROPER HANDLING OR FINISHING OF

BITUMINOUS MIXTURES AS DETERMINED BY THE DIRECTOR'S REPRESENTATIVE.

3. PAVEMENT IS RESTRICTED BY DATES LISTED IN THE GENERAL CONDITIONS OR BY

TEMPERATURES.

PART 2 PRODUCTS

2.01 MATERIALS

A. ALL AGGREGATE USED IN DESIGN MIXES SHALL BE AS SPECIFIED IN DOT

SPECIFICATION SECTION 401-2.02 B.; COARSE AGGREGATE TYPE F2 CONDITIONS.

B. ASPHALT: USE AGGREGATE AND PG BINDER FROM SUPPLIERS LISTED IN THE NYS

DOT'S APPROVED LIST FOR FINE AND COARSE AGGREGATES AND PERFORMANCE

GRADED (PG) BINDERS FOR WARM MIX ASPHALT (WMA) TECHNOLOGY FOR PAVING

RESPECTIVELY. USE OF MINERAL FILLER OR ANY OTHER MATERIALS FOR THE

PRODUCTION OF ASPHALT WILL BE ACCEPTED IN ACCORDANCE WITH THE STATE'S

WRITTEN INSTRUCTIONS.

C. SUPPLY APPROVED ASPHALT MIXTURES THAT MEET THE REQUIREMENTS OF NYS

DOT MM 5.16 SUPERPAVE HOT MIX ASPHALT MIXTURE DESIGN AND MIXTURE

VERIFICATION PROCEDURES. EACH MIXTURE MUST BE OBTAINED FROM A SINGLE

PLANT FOR THE DURATION OF THE PROJECT. THE FOLLOWING NYS DOT ITEMS ONLY

SHALL BE UTILIZED FOR THIS PROJECT:

1. 9.5 TOP COURSE ASPHALT (DRIVEWAYS).

2. 25.0 BINDER COURSE ASPHALT.

3. TYPE 2 SUBBASE COURSE.

D. RECLAIMED ASPHALT PAVEMENT (RAP) WILL NOT BE ACCEPTED.

E. ASPHALT CEMENT TACK COAT.

PART 3 EXECUTION

3.01 ASPHALT PAVING PLACEMENT & COMPACTION

A. PREPARE EXISTING SURFACES IN ACCORDANCE WITH DOT SECTION 404-3.05,

CONDITIONING OF EXISTING SURFACE.

B. APPLY TACK COAT IN ACCORDANCE WITH DOT SECTION 407-3.02, APPLICATION OF

TACK COAT, SPECIFICALLY TABLE 407-1 - TACK COAT APPLICATION RATES.

C. SPREAD AND FINISH ASPHALT IN ACCORDANCE WITH DOT SECTION 404-3.06,

SPREADING AND FINISHING.

D. PROVIDE COMPACTION OF ASPHALT IN ACCORDANCE WITH DOT SECTION 404-3.07,

COMPACTION.

1. PARAGRAPH D. 80 SERIES COMPACTION METHODS, SPECIFICALLY MEETING THE

MINIMUM REQUIREMENTS AS SHOWN IN TABLE 404-3 NUMBER OF PASSES. THE

DIRECTOR'S REPRESENTATIVE MAY INCREASE OR DECREASE THE NUMBER OF

PASSES TO OBTAIN ADEQUATE DENSITY OF THE COMPACTED HMA.

2. THE DIRECTOR'S REPRESENTATIVE MAY ALSO APPROVE ALTERNATE COMPACTION

PROCEDURES WHERE THE SPECIFIED PROCEDURES ARE NOT APPLICABLE.

3. TESTING TO BE PERFORMED BY CONTRACTOR AT THE DIRECTION OF AND IN

LOCATIONS CHOSEN BY THE DIRECTOR'S REPRESENTATIVE. TARGET COMPACTION IS

95% (92% - 97% RANGE IS ACCEPTABLE).

4. CONTRACTOR TO PROVIDE CERTIFIED TEST EVIDENCE OF ACHIEVED 95%

DRY-DENSITY.

E. ASPHALT JOINTS SHALL BE IN ACCORDANCE WITH DOT SECTION 404-3.09, JOINTS.

F. CONSTRUCT EACH PAVEMENT COURSE TO A ¼” SURFACE TOLERANCE. THE

DIRECTOR'S REPRESENTATIVE MAY TEST THE SURFACE WITH A 16-FOOT STRAIGHT

EDGE OR STRING LINE PLACED PARALLEL TO THE CENTERLINE OF THE PAVEMENT

AND WITH A 10-FOOT STRAIGHT EDGE OR STRING LINE PLACED TRANSVERSELY TO

THE CENTERLINE OF THE PAVEMENT ON ANY PORTION OF THE PAVEMENT.

VARIATIONS EXCEEDING ¼ INCH WILL BE APPROPRIATELY CORRECTED OR THE

PAVEMENT BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE STATE.

G. THE ALLOWABLE THICKNESS TOLERANCE OF ALL ASPHALT MIXTURES SHALL BE:

1. 1/4 INCH OR LESS WHEN THE TOTAL NOMINAL THICKNESS INDICATED ON THE PLANS

IS 4 INCHES OR LESS.

2. 1/2 INCH OR LESS WHEN THE TOTAL NOMINAL THICKNESS IS OVER 4 INCHES BUT NOT

MORE THAN 8 INCHES.

3. WHEN THE ASPHALT MIXTURE IS PLACED ON NEWLY CONSTRUCTED SUBBASE

MATERIAL, AN ADDITIONAL TOLERANCE OF 1/4 INCH WILL BE ALLOWED BOTH IN THE

NOMINAL THICKNESS OF THE COURSE PLACED DIRECTLY ON THE SUBBASE AND THE

TOTAL PAVEMENT THICKNESS.

H. REMOVE AND RESTORE PAVED AREAS THAT ARE DEFECTIVE OR CONTAMINATED AS

DELINEATED BY THE DIRECTOR'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE

STATE.

I. DO NOT CLEAN TOOLS AND EQUIPMENT USED FOR ASPHALT PLACEMENT ON THE

PAVEMENT SURFACE, OR NEAR STREAMS, PONDS, DRAINAGE STRUCTURES OR

OTHER AREAS THAT ARE TRIBUTARIES TO WATERWAYS. USE AN AREA APPROVED BY

THE DIRECTOR'S REPRESENTATIVE FOR CLEANING ALL PAVING EQUIPMENT AND

TOOLS.

J. ONCE PAVEMENT CURES FOR A MINIMUM OF 24 HOURS, APPLY PAVEMENT MARKINGS

WITH MECHANICAL EQUIPMENT TO A MINIMUM WET FILM THICKNESS OF 15 MILS (0.4

MM), OR AS SPECIFIED BY THE MANUFACTURER IF GREATER.

SECTION 329221 - SEEDING

PART 1 GENERAL

1.01 QUALITY ASSURANCE

A. PROVIDE PREPACKAGED SEED READILY AVAILABLE TO THE PUBLIC WITH QUALITY

AND PURITY EQUAL TO PRODUCT OF O.M. SCOTTS AND SON, MARYSVILLE, OH.

ON-THE-JOB OR MADE-TO-ORDER MIXES WILL NOT BE ACCEPTED.

1.02 DELIVERY STORAGE AND HANDLING

A. DELIVER FERTILIZER IN MANUFACTURER'S STANDARD SIZE BAGS OR CARTONS

SHOWING WEIGHT, ANALYSIS, AND THE NAME OF THE MANUFACTURER. STORE AS

APPROVED BY DIRECTOR'S REPRESENTATIVE.

B. STORE ALL SEED AT THE SITE IN A COOL DRY PLACE AS APPROVED BY THE

DIRECTOR'S REPRESENTATIVE. REPLACE ANY SEED DAMAGED DURING STORAGE.

1.03 SCHEDULING

A. TIME FOR SEEDING: OPTIMUM PERIOD TO SOW PERMANENT GRASS SEED IS

GENERALLY BETWEEN APRIL 1ST AND MAY 15TH OR BETWEEN AUGUST 15TH AND

OCTOBER 1ST. SCHEDULE APPLICATION FOR WHEN WEATHER CONDITIONS PERMIT OR

AS DIRECTED.

1. PROVIDE TEMPORARY SEED AND MULCH WHEN FINAL GRADING IS COMPLETE WHILE

WAITING FOR OPTIMAL SEEDING PERIOD.

2. PROVIDE TEMPORARY SEED AND MULCH FOR TEMPORARY COVER ON DISTURBED

GROUND NOT TO BE WORKED ON FOR MORE THAN 7 DAYS.

3. PROVIDE TEMPORARY SEED AND MULCH ON DISTURBED EARTH PRIOR TO

TEMPORARY SHUTDOWN OF CONSTRUCTION.

PART 2 PRODUCTS

2.01 FERTILIZER

A. FERTILIZER: MIXED COMMERCIAL FERTILIZERS SHALL CONTAIN TOTAL NITROGEN,

AVAILABLE PHOSPHORIC ACID AND SOLUBLE POTASH IN THE RATIO OF 10-6-4 (50%

N/UF). 50% OF TOTAL NITROGEN SHALL BE DERIVED FROM UREAFORM FURNISHING A

MINIMUM OF 3.5% WATER INSOLUBLE NITROGEN (3.5% WIN). THE BALANCE OF THE

NITROGEN SHALL BE PRESENT AS METHYLENE UREA, WATER SOLUBLE UREA,

NITRATE AND AMMONIACAL COMPOUNDS.

B. OTHER FERTILIZERS MEETING DOT SPECIFICATION SECTION 713-03 FERTILIZER CAN

BE USED.

2.02 SEED

A. FURNISH FRESH, CLEAN, NEW-CROP SEED MIXED IN THE PROPORTIONS SPECIFIED

FOR SPECIES AND VARIETY, AND CONFORMING TO FEDERAL AND STATE STANDARDS.

B. ACCEPTABLE MATERIAL IN A SEED MIXTURE OTHER THAN PURE LIVE SEED CONSISTS

OF NONVIABLE SEED, CHAFF, HULLS, LIVE SEED OF CROP PLANTS AND INERT

MATTER. THE PERCENTAGE OF WEED SEED SHALL NOT EXCEED 0.1 PERCENT BY

WEIGHT.

C. ALL SEED WILL BE REJECTED IF THE LABEL OR TEST ANALYSIS INDICATES ANY OF

THE FOLLOWING CONTAMINATES: TIMOTHY, ORCHARD GRASS, SHEEP FESCUE,

MEADOW FESCUE, CANADA BLUE GRASS, ALTA FESCUE, KENTUCKY 31 FESCUE, AND

BENT GRASS.

D. PROVIDE THE FOLLOWING SEED MIXTURE:

A = MIN. PERCENTAGE OF GERMINATION

B = MIN. PURITY PERCENTAGE

C = WEIGHT PURE LIVE SEED IN MIXTURE

SEED MIX “A”

NAME VARIETY A B C

CHEWINGS FESCUE (FESTUCA RUBRA COMMUTATA); BANNER, HIGHLIGHT, JAMESTOWN,

OR AN APPROVED EQUAL. 85, 97, 25

KENTUCKY BLUEGRASS (POA PRATENSIS); BARRON, FLYKING, GLADE, OR AN APPROVED

EQUAL. 80, 95, 55

PERENNIAL RYEGRASS (LOLIUM PERENNE); MANHATTEN II, PENNFINE, YORKTOWN II, OR

AN APPROVED EQUAL. 90, 98, 20

2.03 MULCH

A. DRY APPLICATION, STRAW: STALKS OF OATS, WHEAT, RYE OR OTHER APPROVED

CROPS WHICH ARE FREE OF NOXIOUS WEEDS. WEIGHT SHALL BE BASED ON A 15

PERCENT MOISTURE CONTENT.

B. HYDRO APPLICATION: COLORED WOOD CELLULOSE FIBER PRODUCT SPECIFICALLY

DESIGNED FOR USE AS A HYDRO-MECHANICAL APPLIED MULCH. ACCEPTABLE

PRODUCT: CONWED HYDRO MULCH, CONWED FIBERS, 231 4TH STREET SW, HICKORY,

NC.

PART 3 EXECUTION

3.01 PREPARATION

A. SEED BED: SCARIFY SOIL TO A DEPTH OF 3 INCHES IN COMPACTED AREAS. SMOOTH

OUT UNSIGHTLY VARIATIONS, BUMPS, RIDGES, AND DEPRESSIONS WHICH WILL HOLD

WATER. REMOVE STONES, LITTER, OR OTHER OBJECTIONABLE MATERIAL.

1. OBTAIN WRITTEN APPROVAL OF SEED BED FROM THE DIRECTOR'S REPRESENTATIVE

BEFORE COMMENCING SEEDING OPERATIONS.

3.02 FERTILIZING

A. APPLY 10-6-4 FERTILIZER EVENLY AT THE RATE OF 40 POUNDS PER 1000 SQ FT OR 2

POUNDS OF NITROGEN PER 1000 SQ FT.

3.03 SEEDING

A. ASSUME ALL RISKS WHEN SEED IS SOWED BEFORE APPROVAL OF SEED ANALYSIS.

B. DO NOT SEED WHEN THE WIND VELOCITY EXCEEDS 5 MILES PER HOUR.

C. APPLICATION RATE:

1. SEED MIX “A”: 5 POUNDS PER 1,000 SQ. FT.

D. DRY APPLICATION: SOW SEED EVENLY BY HAND OR SEED SPREADER ON DRY OR

MODERATELY DRY SOIL.

E. HYDROSEEDING:

1. APPLY SEEDING MATERIALS WITH AN APPROVED HYDROSEEDER.

2. FILL TANK WITH WATER AND AGITATE WHILE ADDING SEEDING MATERIALS. USE

SUFFICIENT FERTILIZER, MULCH, AND SEED TO OBTAIN THE SPECIFIED APPLICATION

RATE. ADD SEED TO THE TANK AFTER THE FERTILIZER AND MULCH HAVE BEEN ADDED.

MAINTAIN CONSTANT AGITATION TO KEEP CONTENTS IN HOMOGENEOUS SUSPENSION.

PROLONGED DELAYS IN APPLICATION OR AGITATION THAT MAY BE INJURIOUS TO THE

SEED WILL BE THE BASIS OF REJECTION OF MATERIAL REMAINING IN TANK.

3. DISTRIBUTE UNIFORMLY A SLURRY MIXTURE OF WATER, SEED, FERTILIZER, AND MULCH

AT A MINIMUM RATE OF 57 GALLONS PER 1000 SQ FT (2500 GALLONS PER ACRE). THE

DIRECTOR'S REPRESENTATIVE MAY ORDER THE AMOUNT OF WATER INCREASED IF

DISTRIBUTION OF SEEDING MATERIALS IS NOT UNIFORM.

3.04 MULCHING

A. DRY APPLICATION: WITHIN ONE DAY AFTER SEEDING, COVER THE SEEDED AREAS WITH A

UNIFORM BLANKET OF STRAW MULCH AT THE RATE OF 100 POUNDS PER 1000 SQ FT OF

SEEDED AREA.

B. HYDRO APPLICATION: APPLY APPROVED MULCH IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDED RATES OF APPLICATION.

3.06 LAWN ESTABLISHMENT

A. MAINTAIN THE GRASS AT HEIGHTS BETWEEN 3 INCHES AND 3-1/2 INCHES ON A WEEKLY

BASIS UNTIL THE FINAL ACCEPTANCE OF THE WORK.

B. WATER AND PROTECT ALL SEEDED AREAS UNTIL FINAL ACCEPTANCE OF THE LAWN.

3.07 FINAL ACCEPTANCE

A. FINAL ACCEPTANCE OF LAWN AREAS WILL BE GRANTED WHEN A UNIFORM STAND OF

ACCEPTABLE GRASS IS OBTAINED, WITH A MINIMUM OF 95 PERCENT COVERAGE.

PORTIONS OF THE LAWN AREAS MAY BE ACCEPTED AT VARIOUS TIMES AT THE

DISCRETION OF THE DIRECTOR'S REPRESENTATIVE.

B. AT THE PHYSICAL COMPLETION OF THE WORK, THE STATE WILL ASSUME MAINTENANCE

RESPONSIBILITIES OF THE LAWN AREAS.

SECTION 329303 - TREE REMOVAL

PART 1 GENERAL

1.01 DESCRIPTION

A. COMPANY QUALIFICATIONS: THE COMPANY PERFORMING THE WORK OF THIS SECTION

SHALL BE INSURED AND HAVE A MINIMUM OF FIVE (5) YEARS OF EXPERIENCE IN TREE

REMOVAL AND TRIMMING. THE PERSON SUPERVISING THE WORK SHALL ALSO HAVE A

MINIMUM OF FIVE (5) YEARS OF EXPERIENCE IN TREE REMOVAL AND TRIMMING.

B. THE WORK SHALL CONSIST OF THE REMOVAL AND DISPOSAL OF SELECTED TREES

INCLUDING STUMPS AND ROOTS.

1.02 COORDINATION AND SCHEDULING

A. COORDINATE WORK WITH THE DIRECTOR'S REPRESENTATIVE TO MINIMIZE DISRUPTIONS

AND FACILITY OPERATIONS. THE DIRECTOR'S REPRESENTATIVE SHALL BE NOTIFIED AT

LEAST THREE (3) WORKING DAYS PRIOR TO PERFORMING THE WORK, AND SHOULD BE

PROVIDED A SCHEDULE FOR THE WORKS PROGRESSION.

1.03 PROJECT CONDITIONS

A. PROTECT EXISTING TREES AND PLANTS DURING PERFORMANCE OF THE WORK UNLESS

OTHERWISE INDICATED. BOX TREES AND PLANTS INDICATED TO REMAIN WITH

TEMPORARY ORANGE CONSTRUCTION FENCING OR SOLIDLY CONSTRUCTED WOOD

BARRICADES AS REQUIRED. PROTECT ROOT SYSTEMS FROM SMOTHERING. DO NOT

STORE EXCAVATED MATERIAL, OR ALLOW VEHICULAR TRAFFIC OR PARKING WITHIN THE

CANOPY DRIP LINE. RESTRICT FOOT TRAFFIC TO PREVENT EXCESSIVE COMPACTION OF

SOIL OVER ROOT SYSTEMS.

B. REVIEW NYS DEC QUARANTINE ORDER FOR THE DISTRICTS AND THE REGULATIONS OF

THE MOVEMENT OF MATERIALS.

HTTP://WWW.DEC.NY.GOV/DOCS/LANDS_FORESTS_PDF/EAB2013QUARORDER.PDF

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 PREPARATION

A. PROTECTION:

1. PREVENT DAMAGE TO BUILDINGS, PAVEMENT, PIPES, CONDUITS, POLES AND OTHER

STRUCTURES ABOVE AND BELOW GROUND THAT ARE ADJOINING OR INCLUDED IN THE

CONTRACT AREA. REPAIR DAMAGE RESULTING FROM THE CONTRACTOR'S NEGLIGENCE.

2. PROTECT EXISTING TREES AND SHRUBS NOT TO BE REMOVED. CUT BACK TO POINT OF

BRANCHING ALL BROKEN BRANCHES AND SKINNED AREAS.

3. STORE MATERIALS AND EQUIPMENT IN CLEARED AREAS AWAY FROM TREE ROOTS.

PREVENT EMPLOYEES AND EQUIPMENT FROM TRAMPLING OVER WOODLAND, EXISTING

PLANTING, AND ESTABLISHED LAWNS.

3.03 REMOVALS - TREES ENTIRELY

A. REMOVE TREES WHERE INDICATED.

B. TOP AND LIMB ALL TREES BEFORE FALLING, UNLESS OTHERWISE APPROVED BY THE

DIRECTOR'S REPRESENTATIVE.

C. CHIP OUT STUMPS TO A DEPTH OF NOT LESS THAN 6 INCHES BELOW FINISHED GRADE.

BACKFILL STUMP HOLES WITH TOPSOIL, AND SEED.

3.05 CLEAN UP - TREES TRIMMED AND REMOVED

A. REMOVE AND DISPOSE OF ALL LOGS, TREE TRIMMINGS, AND DEBRIS FROM STATE

PROPERTY. LEAVE WORK AREA IN A NEAT UNCLUTTERED CONDITION, WHERE INDICATED

OR SPECIFIED.

3.06 MAINTENANCE AND RESTORATION

A. RESTORE GRADES TO INDICATED LEVELS WHERE SETTLEMENT OR DAMAGE DUE TO

PERFORMANCE OF THE WORK HAS OCCURRED. CORRECT CONDITIONS CONTRIBUTING

TO SETTLEMENT OR DAMAGE.

B. RESTORE PAVEMENTS, WALKS, CURBS, LAWNS, AND OTHER EXTERIOR SURFACES

DAMAGED DURING PERFORMANCE OF THE WORK TO MATCH THE APPEARANCE AND

PERFORMANCE OF EXISTING CORRESPONDING SURFACES AS CLOSELY AS PRACTICABLE.

3.07 WORK AREAS AND PERFORMANCE

A. THE DIRECTOR'S REPRESENTATIVE MAY LIMIT OR RESTRICT WORK AREAS AND

SCHEDULING OF THE TREE TRIMMING AND/OR REMOVAL BASED UPON PROJECT

PROGRESS.

S H

B Y:

D R

B Y:

O N

N O

AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

P T

T S

L S

E R

G D

G N

O N

D . S

O C

, N Y

W W

T- D

C .C

O M

D R

N D

G L

O T

C E

, N

C D

-1

U N

C R

-4

N P

DEMOLITION PLAN KEYED NOTES:

1. SAW CUT ALONG EXISTING CONCRETE DRAINAGE GUTTER.

2. REMOVE ASPHALT PAVEMENT AND REMOVE MATERIAL TO

BOTTOM OF PROPOSED SUBBASE.

3. REMOVE GRAVEL AND/OR TOPSOIL AND EXCAVATE DOWN TO

BOTTOM OF PROPOSED SUBBASE.

4. PROTECT AND MAINTAIN EXISTING TREE(S). TAKE CARE NOT TO

DAMAGE MAJOR ROOTS DURING REMOVAL OF EXISTING

ASPHALT.

5. PROTECT AND MAINTAIN EXISTING WALKWAY.

6. PROTECT AND MAINTAIN EXISTING STAIRS.

7. PROTECT AND MAINTAIN EXISTING BASKETBALL HOOP.

8. REMOVE CONCRETE APRON AND REMOVE MATERIAL TO BOTTOM

OF PROPOSED SUBBASE.

GENERAL DEMOLITION NOTES:

1. BEFORE COMPLETING ANY WORK, THE CONTRACTOR SHALL

OBTAIN THE SERVICES OF AN INDEPENDENT UNDERGROUND

UTILITY LOCATOR TO FIELD LOCATE AND MARK EXISTING

UNDERGROUND UTILITIES.

2. REFER TO GI-002 FOR GENERAL NOTES.

3. ITEMS TO BE DEMOLISHED AND/OR REMOVED ARE DARK AND

DASHED ON THE DEMOLITION PLANS.

4. PROTECT ALL OVERHEAD, SURFACE AND SUBSURFACE UTILITIES

TO REMAIN DURING DEMOLITION WORK.

5. THE CONTRACTOR SHALL NOT REMOVE ANY LIGHT POSTS,

SIGNS, UTILITY MARKERS, TREES, SHRUBBERY, FENCES

MAILBOXES OR OTHER OBSTRUCTIONS THAT ARE NOT

INDICATED ON THE PLANS TO BE DEMOLISHED AND/OR

REMOVED WITHOUT THE PRIOR APPROVAL OF THE OWNER.

6. UNLESS OTHERWISE INDICATED, ALL ITEMS REMOVED SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

IMMEDIATELY DISPOSED OF IN A LEGAL MANNER.

7. CONTRACTOR SHALL USE SAWCUT TO CREATE UNIFORM JOINT

BETWEEN EXISTING ASPHALT TO BE REMOVED AND EXISTING

CONCRETE DRAINAGE GUTTER.

8. CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT UP TO

EXISTING CONCRETE DRAINAGE GUTTER.

UNDERGROUND UTILITIES TO BE LOCATED BEFORE

COMMENCING WORK, CONTACT: UNDERGROUND

UTILITY LOCATION SERVICE 811 OR 1-800-962-7962

DEMOLITION PLAN1 SCALE: 1" = 10'-0"

DEMOLITION LEGEND:

- ASPHALT TO BE DEMOLISHED AND REMOVED

- ITEMS TO BE DEMOLISHED AND REMOVED

- CONCRETE APRON TO BE DEMOLISHED AND REMOVED

457.90

457.70

458.32 458.23

458.06457.98

458.61

458.37

458.01 457.98

458.46

458.86 458.86

458.80

458.71

458.69

458.61 458.59

458.43

458.56

458.48

458.49

N 1171384.54 E 1454781.26

N 1171361.55 E 1454781.88

C O

S H

B Y:

D R

B Y:

O N

N O

AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

P T

T S

L S

E R

G D

G N

O N

D . S

O C

, N Y

W W

T- D

C .C

O M

D R

N D

G L

O T

C E

, N

C G

-1

U N

C R

-4

G R

G , E

R O

T C

O N

PLAN KEYED NOTES:

1. MATCH EXISTING GRADE OF EXISTING CONCRETE DRAINAGE GUTTER.

2. HOLD ASPHALT ELEVATIONS AS SHOWN TO CREATE POSITIVE SLOPE

TO SHED WATER AWAY FROM STRUCTURE, TYPICAL.

3. MATCH EXISTING GRADE OF CONCRETE SURFACE/WALKWAY.

4. MATCH EXISTING GRADE AT BOTTOM OF STAIR.

5. GRADE TO ELIMINATE PONDING, RESTORE TURF SURFACE.

6. TOPOGRAPHY ON ASPHALT SHOWN ENHANCED AT 1/10TH OF A FOOT

(0.1') INCREMENTS TO CLEARLY DEFINE DESIGN INTENT DUE TO

FLATNESS OF EXISTING GRADE.

7. INDICATES " HIGH POINT" AND CHANGE OF SLOPE DIRECTION.

8. PROVIDE 8" COMPOST FILTER SOCK, REFER TO DETAIL 2/CG-101.

9. EXISTING CONTOUR LINE, TYPICAL.

GENERAL GRADING NOTES:

1. CONTRACTOR SHALL MATCH GRADES OF EXISTING CONCRETE

AND ASPHALT SURFACES WITH NEW HMA PAVEMENT. PROVIDE

SMOOTH TRANSITION BETWEEN SURFACES.

2. IN GENERAL PAVEMENT SHOULD SLOPE AWAY FROM

STRUCTURES.

3. A CROSS SLOPE OF 1% MINIMUM AND 2% MAXIMUM SHOULD BE

ACHIEVED WHERE POSSIBLE TO PREVENT PONDING, UNLESS

SPECIFIED ON DRAWINGS.

4. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL SURFACES

DISTURBED. REFER TO SITE RESTORATION AND SEEDING ON

GI-002.

UNDERGROUND UTILITIES TO BE LOCATED BEFORE

COMMENCING WORK, CONTACT: UNDERGROUND

UTILITY LOCATION SERVICE 811 OR 1-800-962-7962

GRADING PLAN1 SCALE: 1" = 10'-0"

EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION

AND SEDIMENT CONTROL MEASURES TO PREVENT SEDIMENT

FROM LEAVING SITE. EROSION AND SEDIMENT CONTROL

MEASURES SHALL CONFORM TO NEW YORK STATE STANDARDS

AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL

(BLUE BOOK).

2. EROSION AND SEDIMENT CONTROLS BMP'S MUST BE

CONSTRUCTED, STABILIZED AND FUNCTIONAL BEFORE SITE

DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE

BMP'S.

3. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED,

TEMPORARY EROSION AND SEDIMENT BMP'S MUST BE REMOVED.

AREAS DISTURBED DURING REMOVAL OF BMP'S MUST BE

STABILIZED IMMEDIATELY.

4. MINIMIZE THE AREAS DISTURBED AS MUCH AS PRACTICAL TO

RETAIN THE EXISTING VEGETATIVE COVER AND REDUCE THE

POTENTIAL FOR EROSION.

5. SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED

AND RETURNED TO THE CONSTRUCTION SITE. WASHING THE

ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY

DITCHES, SEWERS, CULVERTS, OR OTHER DRAINWAYS IS NOT

ALLOWED.

6. GARBAGE, LITTER, RUBBISH, OR OTHER SUCH MATERIAL SHALL BE

DISPOSED OF PROPERLY, AND SHALL NOT BE ALLOWED TO ENTER

THE WATERS OF THE STATE.

7. DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR

LEACHATE SHALL BE ALLOWED TO ESCAPE INTO THE WATERS OF

THE STATE. NOR SHALL WASHINGS FROM CONCRETE TRUCKS,

MIXERS OR ANY OTHER DEVICES BE ALLOWED TO ENTER ANY

WATERS.

30'

23'

MIN. 1

MAX. 2

MIN. 1%MAX. 2%

MIN. 1%

MAX. 2%

MIN. 1

MAX. 2

5' 7'

23'

25'

R3'

'9.

34'

30'

'18 .1

R3'

TYP

R50'

R50

OCCUPANCY & ACCESS NOTE:

1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION

ACTIVITIES TO MAINTAIN SAFE AND CONTINUOUS ACCESS TO THE

FACILITY FOR RESIDENTS, STAFF, AND VISITORS AT ALL TIMES.

TEMPORARY WALKWAYS, SIGNAGE, AND PROTECTIVE BARRIERS

SHALL BE PROVIDED AS NEEDED TO ENSURE SAFETY. NOISE,

DUST, AND DISRUPTIONS SHALL BE MINIMIZED, AND ALL WORK

SHALL BE SCHEDULED IN COORDINATION WITH FACILITY

MANAGEMENT TO AVOID INTERFERENCE WITH DAILY OPERATIONS.

EMERGENCY EGRESS ROUTES SHALL REMAIN UNOBSTRUCTED AT

ALL TIMES.

E&S CONTROL LEGEND:

- COMPOST FILTER SOCK

COMPOST FILTER SOCK DETAIL2 NTS

12" MIN.

SECTION

UNDISTURBED AREADISTURBED AREA

FLOW

DISTURBED AREA

UNDISTURBED AREA

PLAN

2"x2" WOODEN STAKES

PLACED 10' O.C.

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

CONTOURS

COMPOST FILTER SOCK

2"x2" WOODEN STAKES

PLACED 10' O.C.

Table 3

NOTES:

1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 1. COMPOST SHALL MEET THE

STANDARDS LISTED ON OF TABLE 2.

2. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS

OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES

TO THE MAIN SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL

NOT EXCEED THAT SHOWN IN TABLE 3.

3. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE

ABOVEGROUND HEIGHT OF THE SOCK.

5. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED

SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR

REPLACED WITHIN 24 HOURS OF INSPECTION.

6. BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE

REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

7. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCKS, STAKES AND SOCKS

SHALL BE REMOVED.

8. INSTALLATION AND MAINTENANCE SHALL CONFORM TO THE NYS STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

457.90

457.70

458.32 458.23

458.06457.98

458.61

458.37

458.01 457.98

458.46

458.86 458.86

458.80

458.71

458.69

458.61 458.59

458.43

458.56

458.48

458.49

N 1171384.54 E 1454781.26

N 1171361.55 E 1454781.88

C O

S H

B Y:

D R

B Y:

O N

N O

AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

P T

T S

L S

E R

G D

G N

O N

D . S

O C

, N Y

W W

T- D

C .C

O M

D R

N D

G L

O T

C E

, N

C S-

U N

C R

-4

PLAN KEYED NOTES:

1. PROVIDE NEW COMPACTED SUBBASE AND NEW HMA PAVEMENT,

REFER TO DETAIL 2/CS-101.

2. TOPOGRAPHY ON ASPHALT SHOWN ENHANCED AT 1/10TH OF A

FOOT (0.1') INCREMENTS TO CLEARLY DEFINE DESIGN INTENT

DUE TO FLATNESS OF EXISTING GRADE.

GENERAL PLAN NOTES:

1. BEFORE COMPLETING ANY WORK, THE CONTRACTOR SHALL

OBTAIN THE SERVICES OF AN INDEPENDENT UNDERGROUND

UTILITY LOCATOR TO FIELD LOCATE AND MARK EXISTING

UNDERGROUND UTILITIES.

2. REFER TO GI-002 FOR GENERAL NOTES.

3. PROTECT ALL OVERHEAD, SURFACE AND SUBSURFACE UTILITIES

TO REMAIN DURING PROPOSED WORK.

4. THE CONTRACTOR SHALL NOT REMOVE ANY LIGHT POSTS,

SIGNS, UTILITY MARKERS, TREES, SHRUBBERY, FENCES

MAILBOXES OR OTHER OBSTRUCTIONS THAT ARE NOT

INDICATED ON THE PLANS TO BE DEMOLISHED AND/OR REMOVED

WITHOUT THE PRIOR APPROVAL OF THE OWNER.

5. FOR GRADING AND SEDIMENT AND EROSION CONTROL, REFER

TO DRAWING CS-101.

6. CONTRACTOR VEHICLES, EQUIPMENT OR MATERIALS ARE NOT

TO BE PARKED OR STORED WITHIN PUBLIC RIGHT-OF-WAY.

UNDERGROUND UTILITIES TO BE LOCATED BEFORE

COMMENCING WORK, CONTACT: UNDERGROUND

UTILITY LOCATION SERVICE 811 OR 1-800-962-7962

SITE PLAN1 SCALE: 1" = 10'-0"

PROPOSED LEGEND:

- NEW HMA PAVEMENT

TYP

1 1/2" TOP COURSE,

2 1/2" BINDER AND 8" STONE FILL OVER

MIRAFI 180N STABILIZATION FABRIC

PARKING

ASPHALT PAVEMENT DETAIL2 NTS

COMPACTED SUBGRADE;

PROOF ROLLED TO 95%

DENSITY (STD PROCTOR)

COMPACTED 8"

SUBBASE COURSE,

NYSDOT TYPE 2

APPLY TACK COAT

BETWEEN LAYERS

Sheets and Views

GI-001-GI-001

GI-002-GI-002

GI-003-GI-003

CD-101-CD-101

CG-101-CG-101

CS-101-CS-101

File details come from the government source that posted it. Updated Jul 17, 2025.