C-001.pdf

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C-001

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US Army Corps of Engineers

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REVISED RTA SUBMISSION 3/1/2023

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CIVIL/SITE CONSTRUCTION GENERAL NOTES:

1. THESE PLANS REFERENCE LOCATION AND TOPOGRAPHIC SURVEY PREPARED BY:

NAME: MJ ENGINEERING AND LAND SURVEYING, P.C.

1533 CRESCENT ROAD

CLIFTON PARK, NY 12065

PHONE: (518) 371-0799

DATED: 01/16/2020

HORIZONTAL DATUM: NORTH AMERICAN DATUM 1983 (NAD83) PROJECTED ON THE NEW YORK STATE PLANE COORDINATE SYSTEM (EAST ZONE)

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88)

REFERENCE CONTROL POINT IS CONTINUOUSLY OPERATING REFERENCE STATION (CORS) NEWBURGH CORS ARP (NYNB)

2. PROVIDE IMPROVEMENTS IN ACCORDANCE WITH THE UNIFIED FACILITIES GUIDE SPECIFICATIONS AND AS SPECIFIED IN THE CONTRACT DOCUMENTS, DRAWINGS, AND APPENDICES.

3. PRIOR TO ANY CONSTRUCTION, PROVIDE A PHASING PLAN INCLUSIVE OF A WRITTEN SEQUENCE OF CONSTRUCTION AND PLANS SHOWING PHASED WORK AREAS, STOCKPILE AREAS, WORKER PARKING AREAS, TRAILER LOCATION, MATERIAL STORAGE AREAS, MAINTAINED SITE ENTRANCE LOCATION, PORTABLE SANITARY STATIONS, HAUL ROUTES AND ALL OTHER

NECESSARY CONTRACTOR CONSTRUCTION AREAS. ALL MATERIAL STORAGE AND CONTRACTOR OPERATIONS MUST BE LOCATED WITHIN THE LIMIT OF DISTURBANCE IDENTIFIED ON THE

PLANS. SUBMIT PHASING PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. CONTRACTOR MUST FOLLOW THE HAUL ROUTE AS DEPICTED ON SHEET CS102 "TRUCK

ACCESS PLAN".

4. PROVIDE PROPER AND SUFFICIENT CONSTRUCTION PROTECTION TO THE WORKERS AND ALL PERSONNEL ONSITE. OSHA EM 385-1-1, AND OTHER FEDERAL, STATE, AND LOCAL CODES

MUST BE FOLLOWED.

5. WORK AND MATERIAL MUST MEET THE REQUIREMENTS OF THE UNITED FACILITIES CRITERIA (UFC), LOCAL, STATE, AND FEDERAL LAWS, STATUTES, RULES, AND REGULATIONS.

6. PERFORM WORK IN A SAFE AND CAUTIOUS MANNER IN ACCORDANCE WITH EM 385-1-1.

7. QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. VERIFY ALL QUANTITIES AND PROVIDE SUPERINTENDENCE, MATERIAL, LABOR, SURVEYING, AND

COORDINATION NECESSARY TO CONSTRUCT THE PROJECT COMPLETE AND AS GENERALLY INTENDED IN THE CONTRACT DOCUMENTS. CONTRACTOR MUST PROVIDE COORDINATION WITH

CONTRACTING OFFICER, USMA AUTHORITIES, AND UTILITIES FOR ALL INTERFACING REQUIRED BY THE PROJECT.

8. AT NO COST TO THE GOVERNMENT, DISTURBED AREAS MUST BE RESTORED AS INDICATED ON THE CONTRACT DRAWINGS AND COMPLY WITH THE CONTRACT SPECIFICATIONS.

9. IMPLEMENT AND MAINTAIN ALL SOIL EROSION CONTROL STRUCTURES AND MEASURES THROUGHOUT CONSTRUCTION. FOLLOW NYSDEC SOIL EROSION AND SEDIMENT

CONTROL REQUIREMENTS. MODIFICATIONS TO THE SEQUENCE OF CONSTRUCTION MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND PROCESSING FOR

APPROVAL. MODIFICATIONS WILL INCUR ADDITIONAL REVIEW PERIODS AS REQUIRED TO PROCESS APPROVALS. REFERENCE SPECIFICATION SECTIONS AND SOIL EROSION NOTES.

10. IN CASE OF DISCREPANCIES BETWEEN THESE PLANS AND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT MUST APPLY.

11. SUBMISSIONS REQUIRED FOR DOCUMENTATION OF CONFORMANCE TO THE CONTRACT PLANS, DOCUMENTS, AND SPECIFICATIONS MUST BE PROVIDED TO THE

CONTRACTING OFFICER FOR DISTRIBUTION TO THE APPROPRIATE REVIEWER.

12. INGRESS AND EGRESS TO AND FROM THE CONSTRUCTION SITE MUST BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION EQUIPMENT MUST NOT

OBSTRUCT ROADWAYS AND/OR PASSAGEWAYS UNLESS PRE-APPROVAL IS REQUESTED AND APPROVED FROM THE COR 14 DAYS PRIOR TO NEED (FOR ITS SUBMISSION TO USMA AN DPW).

NO PARKING OR STOPPING ALONG INGRESS-EGRESS ROUTE MUST BE PERMITTED.

13. MAINTAIN THE CONSTRUCTION SITE AND THE AREAS OF WORK DAILY WHILE PERFORMING THIS CONTRACT. CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE CONSTRUCTION SITE

ON A DAILY BASIS. NO BURNING OF DEBRIS OR USE OF EXPLOSIVES MUST BE PERMITTED.

14. PREPARE, LAYOUT, AND INSTALL WORK IN SUCH A MANNER AS NOT TO DELAY OR INTERFERE WITH THE PROGRESS OF OTHER INSTALLATION CONTRACT WORK AND/OR ANY

WORK DESIGNATED TO BE PERFORMED UNDER ANY OTHER CONTRACT ON THE INSTALLATION AND/OR ANY OTHER WORK IN PROGRESS ON THE INSTALLATION.

15. THE CONTRACTOR MUST PROVIDE ALL TESTING SERVICES AND SUBMIT, TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL, A LIST OF ALL TESTS TO BE PERFORMED BY EACH

TESTING SERVICE.

16. QUALITY CONTROL INSPECTION AND TESTING MUST BE MADE BY A USACE-APPROVED LABORATORY UNDER CONTRACT TO THE CONTRACTOR. COPIES OF REPORTS AND TESTING

RESULTS ASSOCIATED WITH THE CONTRACTOR'S QUALITY CONTROL PROGRAM MUST BE SUBMITTED TO THE CONTRACTING OFFICER.

17. ILLUMINATE AND PROTECT ALL ELEMENTS COMPLETED OR PARTIALLY COMPLETED AND ALSO APPLY THE SAME TO EXCAVATED TRENCHES AND OPENINGS DURING PERIODS OF LOW

LIGHT TO PROTECT AGAINST INJURY TO WORKERS, PEDESTRIANS, WILDLIFE, ETC. CONSTRUCTION LIGHTING MUST BE KEPT TO A MINIMUM ALL DAY AND ALL NIGHT.

18. DO NOT SCALE DRAWINGS. DETAILS, NOTES, AND THE LIKE ARE TYPICAL AND APPLY IN GENERAL TO SIMILAR CONDITIONS.

19. BY SUBMITTING A PROPOSAL OR AGREEMENT TO PERFORM WORK, THE CONTRACTOR AGREES THAT THEY ARE SKILLED AND EXPERIENCED IN THE USE AND INTERPRETATION

OF PLANS AND SPECIFICATIONS, THEY HAVE CAREFULLY REVIEWED THE PLANS AND SPECIFICATIONS FOR THIS PROJECT AND HAVE FOUND THEM TO BE FREE OF

AMBIGUITIES AND SUFFICIENT FOR BID AND CONSTRUCTION PURPOSES. FURTHER, THEY HAVE CAREFULLY EXAMINED THE SITE OF THE WORK AND FROM THEIR OWN

OBSERVATIONS ARE SATISFIED AS TO THE NATURE AND LOCATION OF THE WORK; THE CHARACTER, QUALITY, AND QUANTITY OF MATERIALS; THE DIFFICULTIES LIKELY TO

BE ENCOUNTERED, AND OTHER ITEMS WHICH MAY AFFECT THE PERFORMANCE OF WORK OTHERWISE, COMPLY WITH NYSDEC AND NYSDOT REQUIREMENTS.

20. WORK MUST BE SCHEDULED AND FULLY COORDINATED IN ADVANCE OF PERFORMANCE WITH THE CONTRACTING OFFICER.

21. ALL CURB/EDGE OF PAVEMENT RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.

22. PROVIDE TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) REQUIREMENTS. COORDINATE WITH THE

CONTRACTING OFFICER.

23. THE CONTRACTOR MUST FOLLOW ALL LIFE SAFETY MEASURES APPLICABLE TO THE PROJECT. FIRE TRUCK ACCESS TO LINCOLN HALL AND THE SURROUNDING BUILDINGS MUST BE

MAINTAINED AT ALL TIMES. THE CONTRACTOR MUST NOTIFY WEST POINT FIRE DEPARTMENT AND DPW 14-DAYS PRIOR TO ANY ACTIVITY THAT PREVENTS FIRE TRUCK ACCESS TO THE

PROJECT AREA.

24. STRICTLY OBSERVE POLICE AND FIRE PREVENTION CODES AND REGULATIONS AT ALL TIMES.

25. THE CONTRACTOR MUST MAINTAIN OPEN TWO-WAY TRAFFIC ROUTES ALONG CULLUM ROAD FOR VEHICLES AT ALL TIMES. THE CONTRACTOR MUST SUBMIT A TRAFFIC SAFETY PLAN OR

ROADWAY CLOSURE PLAN TO WEST POINT DPW FOR APPROVAL, 14-DAYS PRIOR TO ANY LANE OR ROADWAY CLOSURE.

26. CLEANING/WASHOUT OF CONCRETE DELIVERY VEHICLES MUST BE LIMITED TO CLEANING THE CHUTES WITH AS LITTLE WATER AS POSSIBLE. THE WATER MUST BE DISCHARGED INTO

CONTAINERS AS APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR MUST HIRE AN APPROVED LOCAL SERVICE TO PERFORM CLEANING AND DISPOSAL OF EXCESS

CONCRETE. SUBMIT SHOP DRAWINGS OF THE PROPOSED WASHOUT CONTAINER AND LOCATION FOR COR APPROVAL PRIOR TO ANY CONCRETE DELIVERY.

27. THE CONTRACTOR MUST DESIGNATE A VEHICLE TIRE WASH AREA AND COORDINATE THE LOCATION WITH THE CONTRACTING OFFICER. ALL VISIBLY DIRTY CONSTRUCTION VEHICLES MUST

BE WASHED PRIOR TO LEAVING THE PROJECT SITE. THE WASH AREA MUST BE SWEPT CLEAN DAILY AND ACCEPTED BY THE CONTRACTING OFFICER. THE CONTRACTOR MUST CLEAN SOIL

AND DEBRIS FROM THE ROADWAY.

28. REMNANTS OF BATTERY KNOX OR OTHER UNKNOWN PREVIOUS STRUCTURES MAY BE DISCOVERED DURING DEMOLITION / CONSTRUCTION WORKS. NOTIFY USACE COR IF A STRUCTURE

IS DISCOVERED. DPW'S CULTURAL RESOURCES WILL DOCUMENT THE FINDINGS. THE STRUCTURE AND UNSUITABLE FILL MUST B E REMOVED TO ALLOW FOR THE INSTALLATION OF NEW

WORK AND BACKFILLED WITH SUITABLE MATERIAL, AS DEPICTED IN THE CONTRACT DOCUMENTS. THE APPROXIMATE LOCATION OF BATTERY KNOX IS DEPICTED ON SHEET 1A OF THE

AS-BUILT DRAWINGS FOR BUILDING 607, LOCATED WITHIN SECTION 01 57 19 OF THE CONTRACT SPECIFICATIONS.

GRADING NOTES:

1. THE GEOTECHNICAL INVESTIGATION REPORT PREPARED FOR THIS PROJECT, LOCATED IN THE PROJECT SPECIFICATIONS, MUST BE REVIEWED THOROUGHLY PRIOR TO BID SUBMISSION /

CONSTRUCTION. SEE THE GEOTECHNICAL REPORT THAT IS AN ATTACHMENT TO THESE SPECIFICATIONS.

2. DESIGN TEMPORARY CONSTRUCTION STRUCTURES SUCH AS SHEETING & SHORING FOR EXCAVATIONS. PROVIDE DESIGN CALCULATIONS AND DRAWINGS SHOWING LOCATION, EXTENT, AND CONSTRUCTION DETAILS OF SAID TEMPORARY STRUCTURES AND SUPPORTS PROPOSED. DOCUMENTS MUST BE PREPARED AND SEALED BY A NYS LICENSED PROFESSIONAL

ENGINEER. CONTRACTOR MUST SUBMIT A TASK SPECIFIC EXCAVATION AND SHORING PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO ANY SITE EXCAVATION.

3. GRADE: MAXIMUM SLOPE OF UTILITY EXCAVATIONS, DISTURBED, AND LANDSCAPE RESTORED AREAS MUST BE 3:1, UNLESS OTHERWISE NOTED. ALL EXPOSED EXCAVATIONS SHALL BE

STABILIZED IN ACCORDANCE WITH NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (BLUE BOOK), LATEST EDITION.

4. ALL SUBBASE AND SUBBASES MATERIAL MUST BE PLACED AND COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROVIDE CERTIFICATION BY A PROFESSIONAL

GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF NEW YORK THAT ALL SUBBASE AND SUBBASES BELOW AND AGAINST STRUCTURAL IMPROVEMENTS INCLUDING FOUNDATIONS, PAVEMENT, BELOW GRADE STRUCTURES, SIDEWALKS, WALLS, AND OTHER PROJECT COMPONENTS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

5. NOTIFY THE CONTRACTING OFFICER OF ANY BASES, SUBBASES, AND SUBGRADES NOT MEETING THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. PROVIDE THE CONTRACTING

OFFICER WITH RECOMMENDATIONS FOR REMOVAL LIMITS.

6. ALL IMPORTED FILL MATERIAL MUST BE OBTAINED FROM AN APPROVED OFF-POST BORROW AREA. ALL EXCAVATED MATERIAL FROM THE PROJECT SITE MUST BE DISPOSED OFF-POST AS

WASTE. REFER TO THE PROJECT SPECIFICATIONS FOR SATISFACTORY MATERIAL REQUIREMENTS.

7. REFER TO GEOTECHNICAL REPORT IN THE PROJECT SPECIFICATIONS FOR CLASSIFICATION OF SUBGRADE MATERIALS. THE INTERPRETATIONS AND ASSUMPTIONS MADE FOR

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT MUST BE USED AT THE CONTRACTORS OWN RISK.

8. BORROW OR SELECT FILL MUST BE SELECT GRANULAR FILL PURCHASED FROM AN APPROVED SAND AND GRAVEL COMPANY AND BROUGHT TO THE LINCOLN HALL SITE. THE SAND AND

GRAVEL COMPANY MUST SUBMIT A CERTIFICATE OF COMPLIANCE WITH CONTRACT SPECIFICATIONS. CONTRACTOR MUST SUBMIT DOCUMENTATION THAT BORROW/SELECT FILL COMPLY

WITH THE CONTRACT DOCUMENTS, FEDERAL, STATE AND LOCAL REQUIREMENTS. CONTRACTOR MUST SUBMIT BORROW SITE AND TESTING DATA PER THE PROJECT SPECIFICATIONS.

9. THE BOTTOM OF ALL EXCAVATIONS OR FOUNDATIONS MUST BE SCARIFIED TO A MINIMUM DEPTH OF 6" AND COMPACT AS INDICATED WITHIN THE CONTRACT DOCUMENTS.

10. ALL SURPLUS OR UNSATISFACTORY EXCAVATED MATERIAL MUST BE HAULED OFF-SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

11. PROPOSED SPOT ELEVATIONS AND CONTOURS SHOWN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

12. ALL EXISTING GRADES MUST BE VERIFIED PRIOR TO CONSTRUCTION.

13. PROVIDE GRADE SHEETS TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO PAVEMENT/CURBING/SIDEWALK INSTALLATION.

14. THE MAXIMUM GRADE WITHIN ACCESSIBLE PARKING STALLS/ACCESS AISLES MUST BE 2.0%.

15. ACCESSIBLE ACCESS WAYS AND IMPROVEMENTS MUST BE IN ACCORDANCE WITH FEDERAL REQUIREMENTS.

CIVIL CONCRETE AND REINFORCEMENT NOTES:

1. DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS USING NORMAL WEIGHT CONCRETE:

A. 28-DAY CONCRETE CYLINDER STRENGTH:

SLABS ON GRADE, SIDEWALKS, SITE RETAINING WALLS,

TOPPING SLABS, CURBS, RAMPS, EXTERIOR STAIRS,

EXTERIOR EQUIPMENT PADS 5,000 PSI

FOOTINGS AND BELOW GRADE STRUCTURES

(UNLESS OTHERWISE NOTED IN THE DRAWINGS) 4,000 PSI

B. DEFORMED BAR REINFORCEMENT 60,000 PSI

C. WELDED WIRE REINFORCEMENT 65,000 PSI

2. PROVIDE THE FOLLOWING MINIMUM COVER FOR REINFORCEMENT:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3 IN.

B. CONCRETE EXPOSED TO WEATHER.

NO. 6 THROUGH NO. 18 BARS 2 IN.

NO. 5 BARS AND SMALLER 1 1/2 IN.

3. PROVIDE

" PRE-FORMED EXPANSION JOINTS AGAINST ALL HARD SURFACES INCLUDING BUT NOT LIMITED TO

OTHER CONCRETE STRUCTURES, MASONRY OF ANY KIND, METALS OF ANY KIND, ETC.

DEMOLITION NOTES:

6. PIPES, CULVERTS, ETC. WITHIN AND NEAR THE AREA OF WORK MUST BE KEPT FREE FROM MATERIAL ENTERING THE DRAINAGE SYSTEMS DURING

CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION, REMOVE ALL ACCUMULATED SEDIMENT. DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED

MATERIALS OFF OF GOVERNMENT PROPERTY.

7. EXERCISE CARE TO PREVENT DAMAGE TO AND PROTECT ANY MATERIALS OR STRUCTURES THAT ARE TO REMAIN IN PLACE. THE CONTRACTOR MUST TAKE ALL

NECESSARY PRECAUTIONS IN EXCAVATING AND MUST HAND EXCAVATE AS DEEMED NECESSARY TO PROTECT SUBSURFACE UTILITIES. DAMAGE TO EXISTING

UTILITIES RESULTING FROM THE CONTRACTOR'S OPERATIONS MUST BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE UTILITY OWNER, AT NO

ADDITIONAL COST TO THE GOVERNMENT. THE UTILITY OWNER MAY REQUIRE REPAIR OPERATIONS TO BE PERFORMED CONTINUOUSLY UNTIL WORKS ARE

ACCEPTABLE, AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. DESIGN TEMPORARY CLOSURES, BARRICADES, RAILINGS, AND TEMPORARY PROTECTION USED TO PROTECT THE WORK, AND PERSONNEL IN ACCORDANCE WITH

EM 385, CHAPTER 23. IF REQUESTED, PROVIDE DRAWINGS INDICATING THE LOCATIONS, EXTENT, AND CONSTRUCTION DETAILS OF SAME. ALL TEMPORARY

CONSTRUCTION STRUCTURES MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK.

9. PROTECT ALL AREAS OUTSIDE THE LIMIT OF DISTURBANCE WHICH ARE ADJACENT TO CONSTRUCTION ACTIVITY. ALL AREAS OUTSIDE THE LIMIT OF DISTURBANCE

WHICH ARE DAMAGED BY THE CONTRACTOR, MUST BE RESTORED TO THEIR ORIGINAL CONDITION AND THAT OF THE SURROUNDING AREA. THE RESTORATION

MUST BE DONE AT NO ADDITIONAL COST TO THE GOVERNMENT AND MUST BE APPROVED BY CONTRACTING OFFICER.

10. HAUL EXCAVATED SOIL, DEMOLISHED MATERIAL, RUBBISH AND DEBRIS OFF-SITE AND OFF INSTALLATION EXCEPT ITEMS DIRECTED BY THE CONTRACTING

OFFICER TO BE SALVAGED. DEMOLISHED MATERIAL TO BE MANAGED ACCORDING TO THE PROJECT ENVIRONMENTAL CONTROLS SPECIFICATIONS. ITEMS FROM

THE SITE MUST BE LEGALLY DISPOSED OF WITHOUT DISRUPTING VEHICULAR OR PEDESTRIAN FLOW.

11. RE-USE/PROCESSING OF ASPHALT/CONCRETE WILL NOT BE ALLOWED ON SITE.

12. PREVENT CONTAMINATED WATER, GASOLINE, OR ANY OTHER CONTAMINANTS FROM ENTERING THE PROJECT AREAS. FOLLOW REQUIREMENTS FOR SPILL

RESPONSE.

13. MANAGEMENT OF WASTES GENERATED FROM THIS PROJECT AS WELL AS UNKNOWN CONTAMINATION IS ADDRESSED IN THE CONTRACT DOCUMENTS.

14. CONTROL DUST BY PERIODICALLY SPRAYING WORK AREA WITH WATER, PER NYS SOIL EROSION AND SEDIMENT CONTROL STANDARDS.

15. EXISTING INLETS, STORMWATER PIPING AND/OR SWALES IMMEDIATELY BELOW THE DISTURBED AREAS MUST HAVE EROSION CONTROL WORKS INSTALLED TO

PREVENT ENTRY OF SEDIMENT DURING CONSTRUCTION. DISTURBED AREAS MUST BE STABILIZED IN ACCORDANCE WITH THE SOIL EROSION CONTROL PLAN.

AN UPDATED SEQUENCE OF CONSTRUCTION SCHEDULE MUST BE SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO START OF WORK.

16. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS, EQUIPMENT, AND UNUSED MATERIALS FROM GOVERNMENT PROPERTY.

17. THE CONTRACTOR MUST FOLLOW THE GUIDELINES OF THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY FOR SHORT TERM NOISE STANDARDS.

18. THE ABATEMENT OF HAZARDOUS MATERIALS MUST BE COMPLETED, IN ACCORDANCE WITH THE PROJECT DOCUMENTS AND AT THE SATISFACTION OF THE

GOVERNMENT, PRIOR TO COMMENCEMENT OF DEMOLITION.

DEMOLITION NOTES:

1. BEFORE THE EXECUTION OF WORK, REVIEW PLANS AND REQUIREMENTS AND ARRANGE FOR MARK-OUT, REMOVAL OR RELOCATION OF THE ITEMS AS REQUIRED TO COMPLETE THE

WORK. CONTRACTOR MUST CONTACT " DIG SAFELY NY" AT 811 PRIOR TO CONSTRUCTION. NOTIFY NYS ONE-CALL AND ALL LOCAL UTILITY COMPANIES/PURVEYORS OWNING OR HAVING

JURISDICTION CONCERNING UTILITIES.

2. THE INTENT OF THE DEMOLITION SHOWN ON THE DRAWINGS IS TO GENERALLY OUTLINE THE TYPES OF MATERIALS TO BE REMOVED AND THE LIMITS OF THE REMOVALS. THE QUANTITY OF

ITEMS TO BE REMOVED WITHIN THE LIMIT OF DEMOLITION MAY VARY FROM THOSE DEPICTED ON THE PLANS. THE INTENT AND REQUIREMENT IS FOR THE CONTRACTOR TO REMOVE THE

EXISTING VEGETATION AND IMPROVEMENTS AND REGRADE AS REQUIRED TO CONSTRUCT THE PROPOSED DEVELOPMENT. ALL MEANS AND METHODS INCLUDING SAFETY REQUIREMENTS

ARE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. SURFACE AND SUBGRADE DISTURBANCE BELOW THE PAVEMENT DGA MUST NOT EXCEED 0.99 AC. WITHIN THE PROJECT LIMIT OF DISTURBANCE. CONTRACTOR MUST NOTIFY

CONTRACTING OFFICER IF THE DISTURBANCE THRESHOLD WILL BE EXCEEDED PRIOR TO ANY EXCAVATION.

4. AS IDENTIFIED FOR DEMOLITION, REMOVE SIGNS, STRUCTURES, FENCES, AND EXISTING IMPROVEMENTS FROM THE CONSTRUCTION SITE. THE SITE MUST BE LEFT IN AN ORDERLY AND

NEAT CONDITION. COMPLETED CONDITIONS MUST BE APPROVED BY THE CONTRACTING OFFICER AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

5. REMOVE EXISTING UTILITY SERVICES, WHERE SHOWN ON PLANS AND UNCOVERED BY DEMOLITION, CONSISTENT WITH THE DRAWINGS AND TO THE EXTENT AND MANNER SATISFACTORY

TO THE CONTRACTING OFFICER AND UTILITY COMPANIES INVOLVED.