10-B-0013-Amendment2_Plans.pdf

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US Army Corps of Engineers

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New York District

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND

VERIFIED BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE

IMMEDIATELY REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING

SHALL NOT BE SCALED TO OBTAIN

DIMENSIONS OR DISTANCES.

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FINAL DESIGN

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1. ANY PLANT SUBSTITUTIONS MUST BE APPROVED BY THE COR UPON

CONSULTATION WITH THE COUNTY REPRESENTATIVE PRIOR TO

DELIVERY.

2. DURING CONSTRUCTION, CONCRETE OR LEACHATE SHALL NOT

ESCAPE OR BE DISCHARGED, NOR SHALL WASHINGS FROM TRANSIT

MIX TRUCKS, MIXERS, OR OTHER DEVICES ENTER WETLANDS AND/OR

PROTECTED BUFFER AREAS.

3. ANY DEBRIS OR EXCESS MATERIAL FROM CONSTRUCTION OF THIS

PROJECT SHALL BE COMPLETELY REMOVED FROM THE ADJACENT

AREA AND MOVED TO AN UPLAND AREA APPROVED BY THE COR

FOR DISPOSAL. DEBRIS IN WETLANDS AND OR PROTECTED BUFFER

AREAS IS PROHIBITED.

4. ALL DISTURBED AREAS WHERE SOIL WILL BE TEMPORARILY EXPOSED

OR STOCKPILED SHALL BE CONTAINED BY A CONTINUOUS LINE OF

SILT FENCING (OR OTHER NYSDEC-APPROVED METHOD) ON THE

UPLAND SIDE BETWEEN THE FILL OR WETLAND OR APPROVED BUFFER

AREA.

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1. REMOVE EXISTING PAVEMENT ONLY WHERE NOTED.

2. REFUSE FROM DEMOLITION PLAN SHALL BECOME PROPERTY OF

THE CONTRACTOR. IT SHALL BE HIS RESPONSIBILITY TO REMOVE AND

DISPOSE OF ALL CONSTRUCTION REFUSE LEGALLY, OFF-SITE.

3. UNLESS OTHERWISE NOTED, ALL GAS AND WATER VALVES,

MANHOLES AND ELECTRICAL SERVICE SHALL REMAIN IN PLACE.

4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES

AND REGULATIONS GOVERNING THE WORK. THE CONTRACTOR SHALL

COORDINATE DEMOLITION WITH APPLICABLE AGENCIES, UTILITY

COMPANIES AND/OR SUBCONTRACTORS.

5. ALL EXISTING SEWERS, GAS, WATER, ELECTRIC UTILITY LINES AND

STRUCTURES WITHIN THE CONTRACT AREA SHALL REMAIN, UNLESS

SPECIFICALLY NOTED. ALL STORM DRAINAGE PIPES TO BE ABANDONED

OR REMOVED ARE NOTED ON THE PLANS. IF ABANDONED PIPES ARE

ENCOUNTERED DURING EXCAVATION, REMOVE PIPE IN AREA OF

EXCAVATION AND PLUG AT EACH END OF EXCAVATION.

6. THE CONTRACTOR IS TO USE CARE DURING CONSTRUCTION TO

AVOID DISTURBING OR DAMAGING ADJACENT ABOVE GRADE OR

SUBGRADE STRUCTURES, FACILITIES, CONCRETE CURBS AND PERIMETER

FENCING. ANY DAMAGE RESULTING FROM THIS WORK WILL BE

RESTORED TO THE SATISFACTION OF THE COR, AT THE CONTRACTOR’S

EXPENSE.

7. WHERE NEW CONSTRUCTION ABUTS EXISTING PAVEMENTS, CURBS

OR WALLS, THE EXISTING MATERIALS SHALL BE CLEANLY SAWCUT TO

PROVIDE A CLEAN NEAT MATCH AND A SMOOTH, FLUSH TRANSITION,

AS DIRECTED BY THE COR. ALL SAWCUTTING SHALL BE DONE TO NEAT

AND STRAIGHT ACCURATE LINES.

8. ALL EXISTING PERIMETER CURBS AND FENCING TO REMAIN, UNLESS

OTHERWISE NOTED. ANY EXISTING FENCING, CURBS OR PAVEMENTS

THAT ARE TO REMAIN, WHICH ARE DAMAGED OR DISTURBED DURING

CONSTRUCTION, SHALL BE REPLACED AT THE CONTRACTOR’S EXPENSE

TO THE SATISFACTION OF THE COR.

9. ALL FOOTINGS AND OTHER BELOW-GRADE STRUCTURES TO BE

ABANDONED OR REMOVED SHALL BE EXCAVATED TO A DEPTH OF

4’-0" BELOW FINISHED GRADE AND BACKFILLED WITH APPROVED

SUITABLE FILL MATERIAL.

10. THE CONTRACTOR SHALL PROVIDE FOR THE LEGAL REMOVAL AND

DISPOSITION OF RUBBISH AND DEBRIS, AND FOR GENERAL CLEANING

FOR THE DURATION OF THE PROJECT. UPON COMPLETION, THE

CONTRACTOR SHALL LEAVE THE PREMISES FREE AND CLEAR OF ALL

RUBBISH AND DEBRIS, AND IN A BROOM-SWEPT CONDITION.

11. THE CONTRACTOR SHALL EXERCISE CARE IN HIS REMOVAL

OPERATIONS SO AS NOT TO UNDULY DISTURB UNDERLYING AND

ADJACENT PAVEMENTS, UTILITIES, PLANT MATERIAL, ETC. THAT ARE TO

REMAIN IN PLACE. THE CONTRACTOR SHALL PERFORM THE WORK WITH

CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR

ARE TO REMAIN THE PROPERTY OF THE COUNTY. IF THE CONTRACTOR

DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR

WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, THE

DAMAGED MATERIAL SHALL BE REPAIRED OR REPLACED IN A MANNER

SATISFACTORY TO THE COR AT THE EXPENSE OF THE CONTRACTOR.

1. WRITTEN DIMENSIONS SHALL PREVAIL.

2. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

3. LOCATIONS OF ALL EXIST. TREES SHALL BE VERIFIED IN THE FIELD.

4. CHANGES SHALL NOT BE MADE TO THE DESIGN OR LAYOUT

4. (CONT.) WITHOUT PRIOR APPROVAL OF THE COR.

5. ALL PLANTED AREAS SHALL BE STAKED OUT IN MIN. 4,000 S.F.

SECTIONS FOR MINOR ADJUSTMENT AND APPROVAL BY THE COR PRIOR

TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL BEAR ULTIMATE

RESPONSIBILITY FOR LAYOUT.

1. THE USACE WILL OBTAIN ALL ENVIRONMENTAL PERMITS FOR THIS

PROJECT.

2. WESTCHESTER COUNTY WILL OBTAIN ITS TREE REMOVAL PERMIT FOR

THIS PROJECT.

3. THE CONTRACTOR MUST OBTAIN APPROVAL/PERMIT FROM

WESTCHESTER COUNTY DPW (CONTACT MIKE DISPENZA 914-995-2594)

PRIOR TO THE START OF WORK AND ANY LANE CLOSURES MUST BE

COORDINATED WITH WESTCHESTER COUNTY DPW TRAFFIC

ENGINEERING (KEVIN ROSEMAN 914-995-4084) AT LEAST SEVENTY-TWO

(72) HOURS IN ADVANCE.

4. THE CONTRACTOR WILL OBTAIN AN ACCESS PERMIT INTO THE PARK

PRIOR TO THE START OF CONSTRUCTION FROM THE WESTCHESTER

COUNTY DEPARTMENT OF PARKS, RECREATION AND CONSERVATION.

5. ANY ADDITIONAL PERMITS AND FEES REQUIRED TO COMPLETE THE

WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR.1. ALL MATERIALS, CONSTRUCTION METHODS AND WORKMANSHIP SHALL

CONFORM WITH STANDARD DETAILS AND SPECIFICATIONS OF THIS

DRAWING SET.

2. ALL WORK SHALL BE DONE AND INSTALLED IN COMPLIANCE WITH

ALL LAWS, RULES AND REGULATIONS OF THE LOCAL MUNICIPALITY, AND

SHALL COMPLY WITH THE LATEST EDITION OF THE NEW YORK STATE

FIRE PREVENTION AND BUILDING CODE, INCLUDING ALL REFERENCE

STANDARDS. ALL MATERIALS AND EQUIPMENT USED IN THE PROJECT

SHALL CONFORM TO, AND HAVE APPROVALS IN ACCORDANCE WITH

ANY OTHER PUBLIC AUTHORITIES OR AGENCIES HAVING JURISDICTION

OVER THE PROJECT. ALL WORK MUST COMPLY WITH SPEC. #01 35 26 OF

THE ACOE SAFETY REQUIREMENTS, WHICH IS AVAILABLE AT:

1. ALL NEW WORK SHALL MEET EXISTING CONDITIONS NEATLY AND

SMOOTHLY.

2. THE CONTRACTOR SHALL USE CARE DURING EXCAVATION TO

AVOID DISTURBING ANY ADJACENT OR UNDERGROUND EXISTING

UTILITY LINES. ANY DAMAGE RESULTING FROM THIS CONSTRUCTION

SHALL BE THE CONTRACTOR’S RESPONSIBILITY AND SHALL BE

RESTORED TO THE SATISFACTION OF THE COR AT THE CONTRACTOR’S

EXPENSE.

3. THE PLANS SHOW ABOVE-GROUND STRUCTURES AND

UNDERGROUND UTILITIES BELIEVED TO EXIST IN THE WORK AREA. THE

EXACT LOCATION OF THESE STRUCTURES MAY VARY FROM THE

LOCATION INDICATED ON THE PLANS. THE CONTRACTOR IS WARNED

THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF PIPELINES,

SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE PROJECT AREA

ARE NOT WARRANTED TO BE ACCURATE (HORIZONTAL OR VERTICAL).

THE CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT

AREA PRIOR TO COMMENCING WORK. THE CONTRACTOR IS REQUIRED

TO CALL "DIG SAFELY NEW YORK" A MINIMUM OF THREE DAYS PRIOR

TO DIGGING AT 1-800-962-7962 AND WILL USE VACUUM EXCAVATION,

HAND DIGGING OR SIMILAR NON-DESTRUCTIVE METHOD TO

HORIZONTALLY AND VERTICALLY LOCATE EXISTING UNDERGROUND

UTILITIES WITHIN THE WORK AREA.

1. LOCATIONS OF ALL UTILITIES ARE DIAGRAMATIC. WHERE NEW

UTILITIES ARE TO CROSS OR CONNECT TO EXISTING UTILITIES, THE

CONTRACTOR SHALL MAKE PRELIMINARY INVESTIGATION INCLUDING

BUT NOT LIMITED TO: ALL NECESSARY EXCAVATION TO DETERMINE IF

THE WORK CAN BE COMPLETED AS SHOWN. ANY CHANGE SHALL BE

AS REQUIRED BY FIELD CONDITIONS, AS DIRECTED BY THE COR.

2. ALL PAVEMENT SHALL BE INSTALLED TO SMOOTH EVEN GRADE

WITH NO PATCHING OR IRREGULARITIES. NEW PAVEMENT SHALL MEET

EXISTING PAVEMENT FLUSH AND EVENLY.

GENERAL NOTES

CONSTRUCTION NOTES

2. (CONT.) HTTP:// WWW.USACE.ARMY.

MIL/CESO/DOCUMENTS/EM385-1-1FINAL.PDF.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL

STAGING AREAS FOR THE CONTRACT. IF THE STAGING AREA IS IN

PROXIMITY TO A WATERWAY, SILT FENCE MUST BE INSTALLED AROUND

THE PERIMETER OF THE AREA, AND A STABILIZED ENTRANCE TO THE

ROADWAY MUST BE PROVIDED. IN ALL CASES AFTER THE PROJECT IS

COMPLETED, THE CONTRACTOR’S STAGING AREA MUST BE RESTORED

TO ITS ORIGINAL GRADING AND SHALL BE SEEDED WITH ANNUAL RYE

GRASS. THIS WORK WILL BE PAID FOR UNDER THE APPROPRIATE

CONTRACT ITEMS. RESTORATION OF ALL STAGING AREAS & HAUL

ROADS TO BE INCLUDED IN THE CONTRACT SUM.

4. THE CONTRACTOR SHALL REPLACE ANY MISSING, BROKEN, OR

EXISTING CURB, OR DRIVEWAY PAVEMENT DAMAGED DURING

CONSTRUCTION AND REPAIR AS DIRECTED BY THE COR, IN

ACCORDANCE WITH COUNTY STANDARDS.

5. NEW PAVEMENT SHALL MEET EXISTING CONDITIONS AT PROJECT

LIMITS WITH NO TRIP HAZARD.

6. THE CONTRACTOR SHALL STUDY THE INTERRELATIONSHIP OF ALL

THE VARIOUS ELEMENTS OF NEW CONSTRUCTION SHOWN ON THE

VARIOUS DRAWINGS AND SHALL COORDINATE CONSTRUCTION

OPERATIONS ACCORDINGLY. ANY CONFLICTS WHICH MAY BECOME

APPARENT FROM THE COORDINATION STUDY SHALL BE BROUGHT TO

THE ATTENTION OF THE COR.

7. ALL WOOD AND METAL DIMENSIONS ARE NOMINAL UNLESS

OTHERWISE SPECIFIED.

CONSTRUCTION NOTES (CONT.)

REMOVALS NOTES

LAYOUT NOTES

LAYOUT NOTES (CONT.)

MATERIALS NOTES

EROSION CONTROL NOTES

GRADING & UTILITY NOTES

GRADING & UTILITY NOTES (CONT.)

PLANTING NOTES

PERMIT INFORMATION

NOTE:

3. ALL FINISHED SURFACES SHALL BE TRUE TO GRADE AND EVEN,

FREE OF ROLLER MARKS AND FREE OF LOW SPOTS WHERE WATER

WILL PUDDLE. THE CONTRACTOR SHALL PERFORM A WATER TEST ON

THE FINISHED SURFACES BY APPLYING SUFFICIENT WATER ON ALL

NEW SURFACES TO TEST THE DRAINAGE PATTERNS, AS DIRECTED BY

THE COR.

4. THE CONTRACTOR SHALL PREVENT AGAINST LOW SPOTS WHERE

WATER CAN COLLECT, AS WELL AS ANY POSSIBLE REDIRECTION OF

RUN-OFF ONTO PRIVATE PROPERTY, AND SHALL TAKE WHATEVER

CORRECTIVE MEASURES ARE NECESSARY. THE CONTRACTOR IS

RESPONSIBLE, AT NO COST TO THE OWNER, TO CORRECT ANY

DELETERIOUS WATER PONDING AREAS.

5. THE CONTRACTOR SHALL KEEP THE ROADWAYS ADJACENT TO THE

PROJECT CLEAR OF SOIL AND DEBRIS AND CONTRACTOR IS

RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE

COURSE OF THE PROJECT.

6. DURING CONSTRUCTION OPERATIONS IN THE WETLAND AND

ADJACENT AREAS, THE CONTRACTOR SHALL PROTECT ALL VEGETATION

AND WATERCOURSES FROM POLLUTION, SILTATION, AND DISTURBANCE.

SILT FENCES SHALL BE PLACED PRIOR TO EXCAVATION AND

MAINTAINED TO THE SATISFACTION OF THE COR FOR THE DURATION

OF PROJECT.

7. MINIMUM COVER FOR PIPES SHALL BE 1’-6’ FROM FINISHED

GRADE TO TOP OF PIPE, EXCEPT WHERE NOTED OTHERWISE.

8. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EVERY

RAINFALL AND SHALL BE CLEANED, REPAIRED OR REPLACED AS

REQUIRED BY THE ENGINEER AT NO ADDITIONAL COST.

9. THERE SHALL BE NO DISCHARGE OF RUNOFF OR OTHER EFFLUENT

OVER OR THROUGH ANY BULKHEAD OR SHORELINE STABILIZATION

STRUCTURE OR INTO ANY TIDAL WETLAND, STREAM OR ADJACENT

AREA.

10. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION NEAR

EXISTING UTILITIES SHOWN ON PLANS, AND NOTIFY THE COR IF

LOCATION OR CONDITION DIFFERS FROM THAT SHOWN ON PLANS

BEFORE CONTINUING WITH CONSTRUCTION.

11. THE CONTRACTOR SHALL SUPPORT AND HOLD EXISTING UTILITIES

DURING CONSTRUCTION. THE COST SHALL BE DEEMED INCLUDED IN

THE CONTRACT SCOPE.

12. CONTRACTOR WILL COORDINATE 10 DAYS IN ADVANCE OF WORKING

IN THE AREA OF THE AFFECTED UTILITY. FOR CON EDISON, THE POINT

OF CONTACT IS PAT MCGUIRE, 718-319-2395.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL

SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND

EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY

MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT

PROTECTION IS ESTABLISHED.

2. TIMELY MAINTENANCE OF EROSION AND SEDIMENT CONTROL

PRACTICES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL

PRACTICES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL

TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE

CLOSELY MONITORED, AND SEDIMENT REMOVED PROMPTLY WHEN

MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE COR. ALL

SEDIMENT CONTROL PRACTICES SHALL BE INSPECTED ON A REGULAR

BASIS, AND AFTER EACH HEAVY RAIN, TO ENSURE PROPER OPERATION

AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR

TO THE START OF CONSTRUCTION.

3. THE LOCATIONS AND INSTALLATION TIMES OF THE SEDIMENT

CAPTURE STANDARDS SHALL BE AS ORDERED BY THE COR AND IN

ACCORDANCE WITH THE STANDARDS SET FORTH IN THE MOST RECENT

NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION

AND SEDIMENT CONTROL.

4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE

REMOVED FROM THE SITE IMMEDIATELY, AND PLACED IN A STABILIZED

STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING

THAT IS STORED ON THE SITE SHALL BE LIMED, FERTLIZED,

TEMPORARILY SEEDED WITH ANNUAL OR PERENNIAL RYEGRASS OR

OATS, AND MULCHED WITHIN 14 DAYS.

5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN

21 DAYS AND ARE NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL

IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF

THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER.

DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO

TEMPORARY SEEDING.

6. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELL-

ING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST CONTROL.

7. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE

PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY

STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT.

8. TEMPORARY SEDIMENT AND EROSION CONTROL STRUCTURES SHALL

BE REMOVED AND PERMANENT EROSION AND SEDIMENT CONTROL

PRACTICES IMPLEMENTED, IF NECESSARY, WHEN THE DRAINAGE AREA,

INCLUDING ALL ROADS, DRIVEWAYS, AND PARKING AREAS USED DURING

THE COURSE OF CONSTRUCTION HAS BEEN PROPERLY STABILIZED BY

PERMANENT STRUCTURES IN ACCORDANCE WITH THE NYS STANDARDS

AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL AND

WESTCHESTER COUNTY BMP’S.

9. SOIL EROSION AND WATER POLLUTION CONTROL SHALL APPLY AND

CONFORM TO CONTRACT SPECIFICATIONS, SECTION 209 OF THE

"NYSDOT STANDARD SPECIFICATIONS" AND "THE NEW YORK STATE

STANDARDS & SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL"

(MAY 2008), CURRENT WITH 2010 REVISIONS.

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THE EXISTING PARKING LOT IS ACTIVELY USED FOR PARKING DURING

ALL WESTCHESTER COUNTY CENTER EVENTS AND FOR COMMUTER

RAIL PARKING SEVEN DAYS A WEEK. THIS PROJECT SHALL BE CON-

STRUCTED IN SUCH A MANNER AS TO ALLOW CONTINUOUS ACCESS

TO PARKING THROUGHOUT CONSTRUCTION. THE CONTRACTOR WILL BE

REQUIRED TO MAINTAIN AND PROTECT VEHICLE &

PEDESTRIAN TRAFFIC, AS WELL AS WORK WITH

THE COUNTY CENTER STAFF, TO ENSURE SAFE

OPERATION AND ACCESS TO PARKING, ESPECIALLY

DURING LARGE COUNTY CENTER EVENTS.

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1. LAND SURVEY INFORMATION AND THE LOCATION OF EXISTING

UTILITIES, SEWER, ETC., WAS TAKEN FROM THE TOPOGRAPHICAL SURVEY

DATED AUGUST 20, 2009, PREPARED BY THOMAS C. MERRITTS, LAND

SURVEYORS P.C., AND FROM FIELD MEASUREMENTS BY THE

WESTCHESTER COUNTY DEPARTMENT OF PLANNING.

2. THE CONTRACTOR MUST REMAIN WITHIN THE CONTRACT LIMITS

SPECIFIED ON THE DRAWINGS. THE CONTRACTOR MUST CONDUCT WORK

IN A MANNER THAT DOES NOT DISRUPT OR IMPACT THE ACTIVE

OPERATIONS OF THE ADJACENT BRONX RIVER PARKWAY, COUNTY

CENTER PARKING LOT, TENNESSEE GAS FACILITY OR ANY OTHER

ADJACENT PROPERTIES.

3. INFORMATION SHOWN ON THE PLANS IS BASED ON LIMITED

INVESTIGATIONS MADE BY THE COUNTY FOR THE SOLE PURPOSE OF

ITS ESTIMATE OF QUANTITIES, AND MAY NOT INDICATE THE TRUE OR

FULL CONDITION OF WORK WHICH WILL BE REQUIRED. THE CON-

TRACTOR IS RESPONSIBLE FOR EXAMINING THE AREAS OF PROPOSED

WORK AS TO THE ACTUAL CONDITIONS AND REQUIREMENTS OF THE

WORK. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE

HIMSELF WITH EXISTING SITE CONDITIONS PRIOR TO SUBMITTING A BID.

HE SHALL CHECK AND VERIFY ALL CONDITIONS AND DIMENSIONS, AND

ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER’S REPRESENTATIVE (COR) PRIOR TO COMMENCEMENT OF WORK.

4. THE COR SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT

VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR’S WORK

SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED WRITTEN

APPROVAL OF THE COR.

5. THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS

AT ALL TIMES IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS

AND THE ACOE SAFETY MANUAL, EM 385-1-1 SAFETY AND HEALTH

REQUIREMENTS MANUAL.

6. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY

CLOSURES, GUARD RAILS, BARRICADES, ETC., TO ADEQUATELY PROTECT

ALL WORKERS, EMPLOYEES AND THE PUBLIC FROM POSSIBLE INJURY. IF

NECESSARY, TEMPORARY PROTECTION AND A CHAIN LINK OR SNOW

FENCE SHALL BE CONSTRUCTED TO PREVENT UNAUTHORIZED ACCESS

TO THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY VANDALISM OR DAMAGE RESULTING FROM UNAUTHORIZED ACCESS

TO THE SITE FOR THE DURATION OF THE PROJECT. UNLESS OTHERWISE

SPECIFIED IN THE CONTRACT, THE COST OF SUCH PROTECTION SHALL

BE DEEMED INCLUDED IN THE CONTRACT SUM UNDER MOBILIZATION.

7. ALL COSTS ASSOCIATED WITH VERIFICATION OF THE LOCATION OF

UNDERGROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR AND INCLUDED IN THE CONTRACT SUM UNDER

MOBILIZATION.

8. THE CONTRACTOR SHALL ADHERE TO THE REGULATIONS OF THE

STATE OF NEW YORK, DEPARTMENT OF LABOR, BOARD OF STANDARDS

AND APPEALS INDUSTRIAL CODE 53, "CONSTRUCTION, EXCAVATION AND

DEMOLITION OPERATIONS AT, OR NEAR UNDERGROUND FACILITIES". CALL

1-800-962-7962 PRIOR TO COMMENCING ANY WORK.

9. THE INTENT OF THE PROJECT IS TO CONSTRUCT THE PROJECT

ELEMENTS IN A MANNER WHICH WILL MINIMIZE DAMAGE TO THE

EXISTING FACILITIES. THE CONTRACTOR WILL ENSURE THAT ANY

PROPERTY OUTSIDE THE WORK LIMITS ARE PROTECTED. THE COST OF

SUCH PROTECTION SHALL BE THE CONTRACTOR’S RESPONSIBILITY AT

NO ADDITIONAL COST TO THE GOVERNMENT.

10. ACCESS TO ALL ADJOINING FACILITIES SHALL BE MAINTAINED AT ALL

TIMES WHERE REASONABLY POSSIBLE. THE COR MUST BE NOTIFIED IN

ADVANCE OF ANY TEMPORARY DRIVEWAY CLOSURES. DURING ANY

OPERATION WHICH REQUIRES AN EXTENDED CLOSURE, CONTRACTOR

SHALL PROVIDE MEANS OF INGRESS AND EGRESS, SUCH AS TEMPORARY

PAVEMENT. CONSTRUCTION EQUIPMENT MUST BE CLEARED OFF AND

REMOVED FROM THE EXISTING DRIVE OR ROADWAY AT THE END OF

EACH WORKDAY.

11. HAUL ROADS FOR ACCESS FOR CONSTRUCTION EQUIPMENT TO THE

SITE ARE PERMISSIBLE AS APPROVED BY THE COR AND WESTCHESTER

COUNTY IF THEY ARE FULLY RESTORED AT THE END OF THE PERIOD

OF CONSTRUCTION. ALL SUCH WORK SHALL BE AT NO ADDITIONAL

COST TO THE GOVERNMENT. RESTORATION SHALL INCLUDE

SCARIFICATION, TOPSOIL, SEEDING, AS APPROVED AND/OR ORDERED BY

THE COR, AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

12. ANY DE-WATERING OF WATER DIVERSIONS REQUIRED WHILE

WORKING IN WATERCOURSES ON SITE SHALL BE THE RESPONSIBLITY

OF THE CONTRACTOR. THE COST OF DEWATERING SHALL BE INCLUDED

UNDER THE CONTRACT SUM; NO SEPARATE PAYMENT WILL BE MADE.

13. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE PRIOR

TO CONSTRUCTION.

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