Approved for Construction_Painted Post-Paving_20251105.pdf

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DRAWING LIST

RESEVOIR ROAD DRIVEWAY REPLACEMENT

1 RESEVOIR ROAD PAINTED POST, NY 14870

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

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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=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=2 14A

U=214AU=214AU=214A

U=214A U=214A

PROJECT LOCATION

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CAPITAL SERVICES

ACCEPTED FOR CONSTRUCTION

By: stroudjj 11/05/2025Date:

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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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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 033000 - CONCRETE

PART 1 GENERAL

1.01 REFERENCES

A. EXCEPT AS SHOWN OR SPECIFIED OTHERWISE, THE WORK OF THIS SECTION SHALL

CONFORM TO THE REQUIREMENTS OF SPECIFICATIONS FOR STRUCTURAL

CONCRETE FOR BUILDINGS ACI 301-16 OF THE AMERICAN CONCRETE INSTITUTE.

1.02 DEFINITIONS (AMENDMENTS TO ACI 301, SECTION 1.2):

A. EXPOSED CONSTRUCTION: EXPOSED TO VIEW.

1.03 QUALITY ASSURANCE

A. CONCRETE BATCHING PLANT SHALL BE CURRENTLY APPROVED AS A CONCRETE

SUPPLIER BY THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.

B. FLY ASH SUPPLIER SHALL BE CURRENTLY APPROVED AS A FLY ASH SUPPLIER BY THE

NEW YORK STATE DEPARTMENT OF TRANSPORTATION.

C. CERTIFICATIONS: AFFIDAVIT BY THE BAR REINFORCEMENT MANUFACTURER

CERTIFYING THAT BAR MATERIAL MEETS THE CONTRACT REQUIREMENTS.

1. SUBMIT EVIDENCE CONSISTING OF CERTIFICATION OF SOURCE OF MATERIAL, COPIES

OF PURCHASE ORDERS AND MANUFACTURER'S CERTIFICATIONS. FOR STOCK

MATERIAL, SUBMIT COPIES OF LATEST MILL OR PURCHASE ORDERS FOR MATERIAL

REPLACEMENT.

D. SOURCE QUALITY CONTROL: THE DIRECTOR RESERVES THE RIGHT TO INSPECT AND

APPROVE THE FOLLOWING ITEMS, AT HIS OWN DISCRETION, EITHER WITH HIS OWN

FORCES OR WITH A DESIGNATED INSPECTION AGENCY:

1. BATCHING AND MIXING FACILITIES AND EQUIPMENT.

2. SOURCES OF MATERIALS.

1.04 STORAGE

A. STORE MATERIALS SO AS TO INSURE THE PRESERVATION OF THEIR QUALITY AND

FITNESS FOR THE WORK. MATERIALS, EVEN THOUGH ACCEPTED PRIOR TO

STORAGE, ARE SUBJECT TO INSPECTION AND SHALL MEET THE REQUIREMENTS OF

THE CONTRACT BEFORE THEIR USE IN THE WORK.

PART 2 PRODUCTS

2.01 MATERIALS (AMENDMENTS TO ACI 301, SECTION 4, FOR NORMAL WEIGHT CONCRETE

AND SECTION 7, FOR LIGHTWEIGHT CONCRETE):

A. WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE A, AND ON THE NEW YORK STATE

DEPARTMENT OF TRANSPORTATION’S CURRENT “APPROVED LIST”.

B. FLY ASH (POZZOLANS): ASTM C 618, INCLUDING TABLE 1A (EXCEPT FOR FOOTNOTE

A), CLASS F EXCEPT THAT LOSS ON IGNITION SHALL NOT EXCEED 4.0 PERCENT.

C. CHEMICAL CURING AND ANTI-SPALLING COMPOUND: ASTM C-309, TYPE 1D, CLASS B,

WITH A MINIMUM 18 PERCENT TOTAL SOLIDS CONTENT. NO THINNING OF MATERIAL

ALLOWED.

D. CHEMICAL HARDENER (DUSTPROOFING): COLORLESS AQUEOUS SOLUTION OF

MAGNESIUM-ZINC FLUOSILICATE.

E. EXPANSION JOINT FILLER: PREFORMED, RESILIENT, NON-EXTRUDING BITUMINOUS

UNITS; ASTM D 1751.

2.02 PROPORTIONING (AMENDMENTS TO ACI 301, SECTIONS 4 & 7):

A. COMPRESSIVE STRENGTH: AS REQUIRED BY ACI 318-14 TABLE 19.3.2.1.

“REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS”.

B. WEIGHT: NORMAL

C. DURABILITY: CONCRETE SHALL BE AIR-ENTRAINED. DESIGN AIR CONTENT SHALL BE

ACCORDING TO ACI 318-14 TABLE 19.3.2.1 “REQUIREMENTS FOR CONCRETE BY

EXPOSURE CLASS”, AND ACI 318-14 TABLE 19.3.3.1 “TOTAL AIR CONTENT FOR

CONCRETE EXPOSED TO CYCLES OF FREEZING AND THAWING”, WITH AN ALLOWABLE

TOLERANCE OF PLUS OR MINUS 1.5 PERCENT FOR TOTAL AIR CONTENT. ENTRAINED

AIR SHALL BE PROVIDED BY USE OF AN APPROVED AIR-ENTRAINING ADMIXTURE.

AIR-ENTRAINED CEMENT SHALL NOT BE USED.

D. SLUMP: MAXIMUM 4 INCHES; MINIMUM 1 INCH BEFORE THE ADDITION OF ANY

WATER-REDUCING ADMIXTURES OR HIGH-RANGE WATER-REDUCING ADMIXTURES

(SUPERPLASTICIZERS) AT THE SITE.

E. ADMIXTURES: DO NOT USE ADMIXTURES IN CONCRETE UNLESS SPECIFIED OR

APPROVED IN WRITING BY THE DIRECTOR.

2.03 REINFORCEMENT (AMENDMENTS TO ACI 301, SECTION 3):

A. BAR REINFORCEMENT: ASTM A 615, GRADE 60, DEFORMED STEEL BARS.

B. BAR SUPPORTS: GALVANIZED STEEL OR AISI TYPE 430 STAINLESS STEEL, AND

WITHOUT PLASTIC TIPS.

C. TIE WIRE: BLACK ANNEALED WIRE, 16-1/2 GAGE OR HEAVIER.

2.04 JOINTS AND EMBEDDED ITEMS (AMENDMENTS TO ACI 301, SECTION 5.3.2.6):

A. OBTAIN BOND AT CONSTRUCTION JOINTS BY THE USE OF BONDING AGENT

(ADHESIVE) IN ACCORDANCE W/SECTION 5.2.1.7 OR THE USE OF CEMENT GROUT.

2.05 PRODUCTION (AMENDMENTS TO ACI 301, SECTION 5):

A. PROVIDE READY-MIXED CONCRETE, EITHER CENTRAL-MIXED OR TRUCK-MIXED.

PART 3 EXECUTION

3.01 EXAMINATION AND PREPARATION

A. DO NOT USE ITEMS OF ALUMINUM FOR MIXING, CHUTING, CONVEYING, FORMING OR

FINISHING CONCRETE, EXCEPT MAGNESIUM ALLOY TOOLS MAY BE USED FOR

FINISHING.

B. KEEP EXCAVATIONS FREE OF WATER. DO NOT DEPOSIT CONCRETE IN WATER.

C. HARDENED CONCRETE, REINFORCEMENT, FORMS, AND EARTH WHICH WILL BE IN

CONTACT WITH FRESH CONCRETE SHALL BE FREE FROM FROST AT THE TIME OF

CONCRETE PLACEMENT.

D. PRIOR TO PLACEMENT OF CONCRETE, REMOVE ALL HARDENED CONCRETE SPILLAGE

AND FOREIGN MATERIALS FROM THE SPACE TO BE OCCUPIED BY THE CONCRETE.

3.02 FORMWORK (AMENDMENTS TO ACI 301, SECTION 2):

A. THE FORMWORK SHALL BE DESIGNED FOR LOADS, LATERAL PRESSURE, AND

ALLOWABLE STRESSES OUTLINED IN CHAPTER 4 - DESIGN OF “GUIDE TO FORMWORK

FOR CONCRETE” (ACI 347-14).

B. ALL FORMWORK SHALL BE REMOVED AFTER THE CONCRETE HAS SUFFICIENTLY

HARDENED, EXCEPT IN INACCESSIBLE SPACES WHERE APPROVED.

C. AFTER THE ENDS OR END FASTENERS OF FORM TIES HAVE BEEN REMOVED, THE

EMBEDDED PORTION OF THE TIES SHALL TERMINATE NOT LESS THAN 3/4 INCH FROM

THE FORMED SURFACES OF CONCRETE.

3.03 PLACING REINFORCEMENT (AMENDMENTS TO ACI 301, SECTION 3):

A. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE OF MUD, OIL,

LOOSE RUST, LOOSE MILL SCALE, AND OTHER MATERIALS OR COATINGS THAT MAY

ADVERSELY AFFECT OR REDUCE THE BOND.

3.04 PLACING CONCRETE (AMENDMENTS TO ACI 301, SECTION 5):

A. OPERATION OF TRUCK MIXERS AND AGITATORS AND DISCHARGE LIMITATIONS SHALL

CONFORM TO THE REQUIREMENTS OF ASTM C 94.

B. DO NOT ALLOW CONCRETE TO FREE FALL MORE THAN 4 FEET.

3.05 FINISHING SLABS (AMENDMENTS TO ACI 301, SECTION 5.3.4):

A. SLABS ON GRADE: PROVIDE KEY TYPE JOINTS. TOOL EXPOSED JOINTS.

B. FINISH SCHEDULE:

1. FINISH CONCRETE SURFACES WITH METAL FLOAT, TROWELED SMOOTH, AND

FINISHED WITH A BROOM MOISTENED WITH CLEAR WATER.

2. FINISH SLAB EDGES AND FORMED TRANSVERSE JOINTS WITH EDGER.

3. BROOM SURFACES TRANSVERSE TO TRAFFIC DIRECTION.

4. USE BROOMING TO ELIMINATE FLAT SURFACE PRODUCED BY EDGER.

5. PRODUCE UNIFORM CORRUGATIONS, MAXIMUM 1.5 MM (1/16 INCH) DEEP PROFILE.

C. FINISHING, GENERAL: PROVIDE MONOLITHIC FINISHES ON CONCRETE SLABS

WITHOUT THE ADDITION OF MORTAR OR OTHER FILLER MATERIAL. FINISH SURFACES

IN TRUE PLANES, TRUE TO LINE, WITH PARTICULAR CARE TAKEN DURING SCREEDING

TO MAINTAIN AN EXCESS OF CONCRETE IN FRONT OF THE SCREED SO AS TO

PREVENT LOW SPOTS. SCREED AND DARBY CONCRETE TO TRUE PLANES WHILE

PLASTIC AND BEFORE FREE WATER RISES TO THE SURFACE. DO NOT PERFORM

FINISHING OPERATIONS DURING THE TIME FREE WATER (BLEEDING) IS ON THE

SURFACE.

3.07 CURING AND PROTECTION (AMENDMENTS TO ACI 301, SECTION 5.3.6):

A. MAINTAIN CONCRETE SURFACES IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER

PLACING, EXCEPT WHERE OTHERWISE INDICATED. DO NOT USE CURING COMPOUND.

1. FOR SURFACES OF EXTERIOR SLABS (ON GRADE), APPLY CHEMICAL CURING AND

ANTI-SPALLING COMPOUND IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE

MANUFACTURER.

3.08 CHEMICAL HARDENER (DUSTPROOFING)

A. APPLY CHEMICAL HARDENER TO ALL TROWELED FINISHED INTERIOR FLOORS WHICH

ARE TO BE LEFT EXPOSED.

B. DO NOT APPLY CHEMICAL HARDENER UNTIL CONCRETE HAS CURED THE NUMBER OF

DAYS RECOMMENDED IN MANUFACTURER’S INSTRUCTIONS.

C. PREPARE SURFACES AND APPLY CHEMICAL HARDENER IN ACCORDANCE WITH

MANUFACTURER’S PRINTED INSTRUCTIONS AND RECOMMENDATIONS.

3.09 FIELD QUALITY CONTROL (AMENDMENTS TO ACI 301, SECTION 1):

A. MAKE AVAILABLE TO THE DIRECTOR’S REPRESENTATIVES WHATEVER TEST SAMPLES

ARE REQUIRED TO MAKE TESTS. FURNISH SHIPPING BOXES FOR COMPRESSION

TEST CYLINDERS.

SECTION 310000 - EARTHWORK

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. CAST-IN-PLACE CONCRETE: SECTION 033001.

B. 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.

3.04 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.

3.05 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 THE PLACEMENT OF

FILL OR BREAK UP OLD PAVEMENTS TO A MAXIMUM SIZE OF FOUR INCHES. 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 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 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.

3.07 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

3.08 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.

3.09 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.

3.10 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.

3.11 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.

3.12 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.

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GENERAL SPECIFICATIONS, CONTINUED:

SECTION 312513 - EROSION AND SEDIMENT CONTROL

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. EARTHWORK: SECTION 310000.

1.02 REFERENCES

A. EROSION AND SEDIMENT CONTROL GUIDELINES: CONFORM TO THE LATEST EDITION

OF “NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT

CONTROL” BY NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION DOW (I.E.,

BLUEBOOK). REFER TO THESE GUIDELINES FOR CONSTRUCTION AND MAINTENANCE

OF ALL ITEMS (TEMPORARY AND PERMANENT STRUCTURAL, VEGETATIVE AND

BIOTECHNICAL) INCLUDED IN THE STORM WATER POLLUTION AND PREVENTION PLAN

(SWPPP).

B. STORM WATER MANAGEMENT: CONFORM TO THE LATEST EDITION OF “NEW YORK

STATE STORMWATER MANAGEMENT DESIGN MANUAL” PREPARED BY CENTER FOR

WATERSHED PROTECTION FOR NYS DEPARTMENT OF ENVIRONMENTAL

CONSERVATION.

1.03 RESPONSIBILITY

A. DURING CONSTRUCTION CONDUCT OPERATIONS IN SUCH A MANNER AS TO PREVENT

OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY WATER BODY FROM POLLUTION BY

DEBRIS, SEDIMENT, CHEMICAL OR OTHER FOREIGN MATERIAL, OR FROM THE

MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR A STREAM OR DITCH

FLOWING DIRECTLY TO A STREAM. ANY WATER WHICH HAS BEEN USED FOR WASH

PURPOSES OR OTHER SIMILAR OPERATIONS WHICH BECOME POLLUTED WITH

SEWAGE, SILT, CEMENT, CONCENTRATED CHLORINE, OIL, FUELS, LUBRICANTS,

BITUMENS, OR OTHER IMPURITIES SHALL NOT BE DISCHARGED INTO ANY WATER

BODY.

B. IN THE EVENT OF CONFLICT BETWEEN THESE SPECIFICATIONS AND THE REGULATION

OF OTHER FEDERAL, STATE, OR LOCAL JURISDICTIONS, THE MORE RESTRICTIVE

REGULATIONS SHALL APPLY.

1.04 DESCRIPTION

A. THE WORK SHALL CONSIST OF FURNISHING, INSTALLING, INSPECTING, MAINTAINING,

AND REMOVING SOIL AND EROSION CONTROL MEASURES AS SHOWN ON THE

CONTRACT DOCUMENTS OR AS ORDERED BY THE DIRECTOR'S REPRESENTATIVE

DURING THE LIFE OF THE CONTRACT TO PROVIDE EROSION AND SEDIMENT CONTROL.

B. WEEKLY INSPECTIONS WILL BE COMPLETED BY THE DIRECTOR'S REPRESENTATIVE.

COMPLY WITH AND CORRECT ALL DEFICIENCIES FOUND AS A RESULT OF THESE

INSPECTIONS. AT THE END OF THE CONSTRUCTION SEASON WHEN SOIL

DISTURBANCE ACTIVITIES WILL BE FINALIZED OR SUSPENDED UNTIL THE FOLLOWING

SPRING, THE FREQUENCY OF THE INSPECTIONS MAY BE REDUCED. IF SOIL

DISTURBANCE IS COMPLETELY SUSPENDED AND THE SITE IS PROPERLY STABILIZED,

A MINIMUM OF MONTHLY INSPECTIONS MUST BE MAINTAINED. THE STABILIZATION

ACTIVITIES MUST BE COMPLETED BEFORE SNOW COVER OR FROZEN GROUND. IF

VEGETATION IS REQUIRED, SEEDING, PLANTING AND/OR SODDING MUST BE

SCHEDULED TO AVOID DIE-OFF FROM FALL FROSTS AND ALLOW FOR PROPER

GERMINATION/ESTABLISHMENT. WEEKLY INSPECTIONS MUST RESUME NO LATER

THAN MARCH 15.

1.05 DEFINITIONS - TEMPORARY STRUCTURAL MEASURES

A. CHECK DAM: SMALL BARRIER OR DAM CONSTRUCTED OF STONE, BAGGED SAND OR

GRAVEL TO REDUCE VELOCITY OF FLOW.

B. COMPOST FILTER SOCK: A BARRIER OF DEGRADABLE GEO-TEXTILE MESH FILLED

WITH COMPOST FILTER MEDIA INSTALLED ON CONTOURS ACROSS THE SLOPE TO

INTERCEPT RUNOFF.

C. STABILIZED CONSTRUCTION ENTRANCE: A STABILIZED PAD OF AGGREGATE

UNDERLAIN WITH GEO-TEXTILE WHERE TRAFFIC ENTERS A CONSTRUCTION SITE TO

REDUCE OR ELIMINATE TRACKING OF SEDIMENT TO PUBLIC ROADS.

D. DUST CONTROL: PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED

SOIL SURFACES.

E. STORM DRAIN INLET PROTECTION: A SEMI-PERMEABLE BARRIER INSTALLED AROUND

STORM INLETS TO PREVENT SEDIMENT FROM ENTERING A STORM DRAINAGE

SYSTEM.

F. STRAW/HAY BALE DIKE: INTERCEPT SEDIMENT LADEN RUNOFF BY REDUCING

VELOCITY. REPLACE AFTER 3 MONTHS.

1.07 DEFINITIONS - VEGETATIVE MATERIALS MEASURES

A. TEMPORARY SEEDING: EROSION CONTROL PROTECTION TO A CRITICAL AREA FOR AN

INTERIM PERIOD. A CRITICAL AREA IS ANY DISTURBED, DENUDED SLOPE SUBJECT TO

EROSION.

B. PERMANENT SEEDING: GRASSES ESTABLISHED AND COMBINED WITH SHRUBS TO

PROVIDE PERENNIAL VEGETATIVE COVER ON DISTURBED, DENUDED, SLOPES

SUBJECT TO EROSION.

PART 2 PRODUCTS

2.01 MATERIALS

A. SEEDING: PERMANENT SEE SECTION 329219.

PART 3 EXECUTION

3.01 WORK AREAS

A. UNDER NO CIRCUMSTANCES WILL THE AREA OF ERODIBLE EARTH MATERIAL

EXPOSED AT ONE TIME EXCEED 25,000 SQ. FT. THE DIRECTOR'S REPRESENTATIVE

MAY INCREASE OR DECREASE THIS AREA OF ERODIBLE EARTH MATERIAL EXPOSED

AT ONE TIME AS DETERMINED BY THEIR ANALYSIS OF PROJECT, WEATHER AND

OTHER CONDITIONS. THE DIRECTOR'S REPRESENTATIVE MAY LIMIT THE AREA OF

CLEARING AND GRUBBING AND EARTHWORK OPERATIONS IN PROGRESS

COMMENSURATE WITH THE CONTRACTOR'S DEMONSTRATED CAPABILITY IN

PROTECTING ERODIBLE EARTH SURFACES WITH TEMPORARY, PERMANENT,

VEGETATIVE OR BIOTECHNICAL EROSION CONTROL MEASURES.

B. SCHEDULE THE WORK SO AS TO MINIMIZE THE TIME THAT EARTH AREAS WILL BE

EXPOSED TO EROSIVE CONDITIONS. PROVIDE TEMPORARY STRUCTURAL MEASURES

IMMEDIATELY TO PREVENT ANY SOIL EROSION.

C. PROVIDE TEMPORARY SEEDING ON DISTURBED EARTH OR SOIL STOCKPILES

EXPOSED FOR MORE THAN 7 DAYS OR FOR ANY TEMPORARY SHUTDOWN OF

CONSTRUCTION. IN SPRING, SUMMER OR EARLY FALL APPLY RYE GRASS AT A RATE

OF 1 LB/ 1000 SQ.FT. IN LATE FALL OR EARLY SPRING, APPLY CERTIFIED AROOSTOOK

RYE AT A RATE OF 2.5 LBS./ 1000 SQ. FT. APPLY HAY OR STRAW AT A RATE OF 2

BALES/ 1000 SQ. FT. OR WOOD FIBER HYDROMULCH AT THE MANUFACTURER'S

RECOMMENDED RATE. HAY OR STRAW SHALL BE ANCHORED.

D. COORDINATE THE USE OF PERMANENT CONTROLS OR FINISH MATERIALS SHOWN

WITH THE TEMPORARY EROSION MEASURES.

E. ALL EROSION AND SEDIMENT CONTROL DEVICES MUST BE MAINTAINED IN WORKING

ORDER UNTIL THE SITE IS STABILIZED. ALL PREVENTATIVE AND REMEDIAL

MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING,

RE-SEEDING, OR RE-MULCHING, MUST BE PERFORMED IMMEDIATELY.

F. AFTER FINAL STABILIZATION HAS BEEN ACHIEVED TEMPORARY SEDIMENT AND

EROSION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL

MUST BE STABILIZED IMMEDIATELY.

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 PRE-CONSTRUCTION MEETING

A. THE DIRECTOR'S REPRESENTATIVE WILL CONDUCT A PRE-PAVING MEETING PRIOR TO

ANY ASPHALT PLACEMENT. THE ATTENDANCE AT THIS MEETING WILL INCLUDE

CONTRACTOR'S PAVING SUPERINTENDENT, CHIEF INSPECTOR OR PAVING

INSPECTOR(S), ASPHALT PLANT REPRESENTATIVE, DENSITY GAUGE OPERATOR,

DEPENDING ON THE COMPACTION METHOD USED, AND WORK ZONE TRAFFIC

CONTROL (WZTC) COMPETENT PERSON (IF APPLICABLE). THE CONTRACTOR'S

PAVING SUPERINTENDENT MUST BE PREPARED TO DISCUSS THE OPERATION

NECESSARY TO COMPLETE THE WORK SUCCESSFULLY. PARTICIPANTS WILL REVIEW

ALL ASPECTS OF THE PROJECT REQUIREMENTS INCLUDING, BUT NOT LIMITED TO,

THE FOLLOWING:

1. ASPHALT DELIVERY TEMPERATURE.

2. EQUIPMENT AND SETUP.

3. MIX CODES TO ENSURE THE CORRECT MIX IS DELIVERED.

4. FREQUENCY OF TESTING.

5. DENSITY GAUGE OPERATOR CERTIFICATION.

6. PROPER CONSTRUCTION PRACTICE TO PROVIDE QUALITY PRODUCT.

7. WORK ZONE TRAFFIC CONTROL ACTIVITIES NECESSARY.

3.02 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 AT THE DIRECTION OF AND IN LOCATIONS CHOSEN BY

THE DIRECTOR'S REPRESENTATIVE. TARGET COMPACTION IS 95% (92% - 97% RANGE

IS ACCEPTABLE).

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 329304 – SHRUB REMOVAL (PARTIAL)

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 LANDSCAPE MAINTENANCE, SHRUB REMOVAL, AND TRIMMING.

THE PERSON SUPERVISING THE WORK SHALL ALSO HAVE A MINIMUM OF FIVE (5)

YEARS OF RELEVANT EXPERIENCE.

B. THE WORK SHALL CONSIST OF THE PARTIAL REMOVAL, TRIMMING, AND DISPOSAL

OF SELECTED SHRUBS AS INDICATED ON DRAWINGS. ROOT SYSTEMS SHALL

REMAIN UNLESS OTHERWISE NOTED.

1.02 COORDINATION AND SCHEDULING

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

DISRUPTIONS TO FACILITY OPERATIONS. NOTIFY THE DIRECTOR’S

REPRESENTATIVE AT LEAST THREE (3) WORKING DAYS PRIOR TO PERFORMING

THE WORK AND PROVIDE A SCHEDULE FOR THE PROGRESSION OF SHRUB

REMOVAL AND TRIMMING.

1.03 PROJECT CONDITIONS

A. PROTECT EXISTING TREES, SHRUBS, AND PLANTS TO REMAIN DURING

PERFORMANCE OF THE WORK UNLESS OTHERWISE INDICATED. INSTALL

TEMPORARY ORANGE CONSTRUCTION FENCING, OR EQUIVALENT PROTECTION,

AROUND SHRUBS AND PLANTINGS INDICATED TO REMAIN.

B. DO NOT ALLOW VEHICULAR TRAFFIC, PARKING, OR EQUIPMENT STAGING WITHIN

PROTECTED LANDSCAPE AREAS.

D. REVIEW AND COMPLY WITH ALL APPLICABLE NYS DEC REGULATIONS FOR THE

HANDLING AND MOVEMENT OF ORGANIC MATERIALS.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 PREPARATION

A. PROTECTION:

1. PREVENT DAMAGE TO ADJACENT BUILDINGS, PAVEMENTS, STRUCTURES, AND

UTILITIES ABOVE AND BELOW GRADE. REPAIR DAMAGE RESULTING FROM

CONTRACTOR’S NEGLIGENCE.

2. PROTECT ROOT ZONES OF SHRUBS TO REMAIN. MINIMIZE DISTURBANCE OF SOIL

AND AVOID COMPACTION.

3. STORE MATERIALS AND EQUIPMENT IN CLEARED AREAS AWAY FROM SHRUBS

AND LANDSCAPE FEATURES.

3.02 REMOVALS – SHRUBS (PARTIAL)

A. REMOVE ONLY PORTIONS OF SHRUBS AS INDICATED ON DRAWINGS.

B. CUT BRANCHES CLEANLY BACK TO THE NEAREST SOUND JOINT OR LATERAL

BRANCH. DO NOT LEAVE STUBS OR TEAR BARK.

C. AVOID CUTTING INTO OR DAMAGING PORTIONS OF SHRUBS INDICATED TO

REMAIN.

3.03 CLEAN UP

A. REMOVE AND DISPOSE OF ALL SHRUB TRIMMINGS, BRANCHES, AND DEBRIS FROM

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

WHERE INDICATED OR SPECIFIED.

3.04 MAINTENANCE AND RESTORATION

A. RESTORE DISTURBED SOILS, LAWNS, AND OTHER EXTERIOR SURFACES DAMAGED

DURING PERFORMANCE OF THE WORK TO MATCH EXISTING CONDITIONS.

B. RESTORE GRADES TO INDICATED LEVELS WHERE SETTLEMENT OR DISTURBANCE

HAS OCCURRED.

3.05 WORK AREAS AND PERFORMANCE

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

SCHEDULING OF SHRUB REMOVAL AND TRIMMING BASED ON PROJECT

PROGRESS.

SECTION 329305 – SHRUB PROTECTION

PART 1 GENERAL

1.01 DESCRIPTION

A. THE WORK OF THIS SECTION CONSISTS OF PROTECTING EXISTING SHRUBS AND

PLANTINGS DESIGNATED TO REMAIN DURING CONSTRUCTION OPERATIONS.

B. PROTECTION SHALL INCLUDE FENCING, BARRICADES, AND OTHER MEASURES TO

PREVENT PHYSICAL DAMAGE, SOIL COMPACTION, AND CONTAMINATION.

1.02 COORDINATION AND SCHEDULING

A. COORDINATE SHRUB PROTECTION WITH ALL RELATED SITE WORK, UTILITY

INSTALLATION, AND PAVING OPERATIONS.

B. INSTALL PROTECTION MEASURES PRIOR TO COMMENCEMENT OF CONSTRUCTION

ACTIVITIES IN THE VICINITY OF SHRUBS TO REMAIN.

C. MAINTAIN PROTECTION IN PLACE UNTIL COMPLETION OF CONSTRUCTION

ACTIVITIES, OR UNTIL DIRECTED BY THE DIRECTOR’S REPRESENTATIVE.

1.03 PROJECT CONDITIONS

A. DO NOT ALLOW STORAGE OF EQUIPMENT, MATERIALS, OR DEBRIS WITHIN

PROTECTED AREAS.

B. PREVENT VEHICULAR AND FOOT TRAFFIC WITHIN ROOT ZONES OF SHRUBS TO

REMAIN.

C. MAINTAIN EXISTING DRAINAGE PATTERNS; DO NOT ALLOW WATER OR SEDIMENT

TO COLLECT AROUND SHRUB BASES.

PART 2 PRODUCTS

2.01 PROTECTION MATERIALS

A. TEMPORARY ORANGE CONSTRUCTION FENCING, MINIMUM 4 FEET IN HEIGHT,

SUPPORTED BY METAL T-POSTS OR WOOD STAKES AT MAXIMUM 8 FEET ON

CENTER.

B. SOLIDLY CONSTRUCTED WOOD BARRICADES MAY BE USED WHERE DIRECTED OR

WHERE FENCING ALONE IS INSUFFICIENT.

C. BURLAP, PLYWOOD, OR EQUIVALENT PROTECTION TO SHIELD SHRUBS FROM

INCIDENTAL CONSTRUCTION ACTIVITY WHEN REQUIRED.

PART 3 EXECUTION

3.01 INSTALLATION OF PROTECTION

A. INSTALL FENCING OR BARRICADES AROUND SHRUBS TO REMAIN AS INDICATED

ON DRAWINGS OR AS DIRECTED.

B. EXTEND FENCING A MINIMUM OF 24 INCHES BEYOND THE SHRUB DRIPLINE

WHERE SPACE ALLOWS.

C. MAINTAIN CLEAR SIGNAGE AND VISIBILITY OF PROTECTION BARRIERS AT ALL

TIMES.

3.02 MAINTENANCE

A. INSPECT PROTECTION DAILY AND IMMEDIATELY REPAIR OR REPLACE DAMAGED

FENCING OR BARRIERS.

B. WATER SHRUBS AS NEEDED DURING EXTENDED DRY PERIODS TO PREVENT

STRESS CAUSED BY NEARBY CONSTRUCTION.

3.03 CLEANUP AND REMOVAL

A. REMOVE FENCING, BARRICADES, AND PROTECTIVE MATERIALS ONLY UPON

COMPLETION OF CONSTRUCTION AND WITH APPROVAL OF THE DIRECTOR’S

REPRESENTATIVE.

B. RESTORE SOILS, LAWNS, OR SURFACES DISTURBED BY INSTALLATION OR

REMOVAL OF PROTECTION.

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DEMOLITION PLAN KEYED NOTES:

1. SAW CUT ALONG HIGHWAY EDGE OF PAVEMENT.

2. REMOVE ASPHALT PAVEMENT AND REMOVE MATERIAL TO

BOTTOM OF PROPOSED SUBBASE.

3. PROTECT EXISTING 26" x 26" DROP INLET CATCH BASIN & GRATE.

4. RELOCATE DUMPSTER TO TEMPORARY LOCATION, COORDINATE

WITH FACILITY MANAGER.

5. REMOVE TOPSOIL AND EXCAVATE DOWN TO BOTTOM OF

PROPOSED SUBBASE.

6. PROTECT AND MAINTAIN EXISTING TREES. TAKE CARE NOT TO

DAMAGE MAJOR ROOTS DURING REMOVAL OF EXISTING ASPHALT

AND/OR EXISTING TOPSOIL.

7. PROTECT AND MAINTAIN EXISTING LANDSCAPE PLANTINGS. TAKE

CARE NOT TO DAMAGE MAJOR ROOTS DURING REMOVAL OF

EXISTING ASPHALT AND/OR EXISTING TOPSOIL.

8. PROTECT AND MAINTAIN EXISTING SHED.

9. PROTECT AND MAINTAIN EXISTING BRICK 1'-0" HT. +/- RETAINING

WALL.

10. PROTECT AND MAINTAIN EXISTING BRICK STEP.

11. PROTECT AND MAINTAIN EXISTING DOWNSPOUT AND STUB OUT.

12. PROTECT AND MAINTAIN EXISTING FINISHED KNEE WALL.

13. PROTECT AND MAINTAIN EXISTING RAILINGS.

14. PROTECT AND MAINTAIN EXISTING PATIO COLUMNS UNDER

EXISTING PATIO ROOF/CEILING.

15. PROTECT AND MAINTAIN EXISTING CONCRETE PATIO UON.

16. REMOVE PORTION OF CRACKED CONCRETE PATIO MATERIAL TO

BOTTOM OF PROPOSED SUBBASE AS INDICATED.

17. PROTECT AND MAINTAIN EXISTING CONCRETE WALKWAY UON.

18. REMOVE SECTION OF CRACKED CONCRETE WALKWAY MATERIAL

TO BOTTOM OF PROPOSED SUBBASE AS INDICATED. SEE PHOTO

DETAIL 2 THIS SHEET.

19. RELOCATE VINYL SHED TO TEMPORARY LOCATION, COORDINATE

WITH FACILITY MANAGER.

20. REMOVE EXISTING LANDSCAPE PLANTINGS

21. PROTECT AND MAINTAIN EXISTING WOOD POST FENCE.

22. PROTECT AND MAINTAIN EXISTING MAILBOXES.

23. PROTECT AND MAINTAIN EXISTING DECORATIVE RESIDENTIAL

LIGHT POST.

24. PROTECT AND MAINTAIN EXISTING ROOF OVERHANG

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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 HIGHWAY

EDGE OF PAVEMENT.

8. CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT UP TO

HIGHWAY EDGE OF…