003 GI-103 Gen Notes ASI 02.pdf

CONSTRUCTION SEQUENCE &

PHASING PLAN

GI-103

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

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4 5 8

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Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

Approved:

Project Title

Building Number

Drawn

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Project No.

1 2 6 7 9

5 6 8

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© COPYRIGHT 2023, Walker Federal Services, LLC

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

BJ JC, EM

May 22, 2023

Final Construction Documents - Issued for Construction

ASI 02 7/6/23

1. ALL STORM SEWER STRUCTURES AND PIPES SHALL CONFORM TO NEW YORK STATE

DEPARTMENT OF TRANSPORTATION STANDARDS.

2. COORDINATE CONSTRUCTION OF STORM SEWER LINES WITH OTHER CONSTRUCTION

ACTIVITIES ON SITE.

3. VERIFY LOCATIONS AND INVERTS OF EXISTING STORM WATER STRUCTURES PRIOR TO THE

START OF CONSTRUCTION.

4. ENSURE THAT ALL TRENCHES AND EXCAVATIONS MADE IN THE SUBGRADE ARE BACKFILLED

ACCORDING TO 31 20 00 EARTH MOVING, ADJUSTED TO THE REQUIRED UNIFORM

MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED DENSITY.

1. STRIP A MINIMUM 6-INCH LAYER OF TOPSOIL IN ALL AREAS OF CUT AND FILL. STOCKPILE AT

LOCATION(S) AND BY MEANS APPROVED BY COR AND RE-SPREAD SUFFICIENT TOPSOIL TO A

MINIMUM DEPTH OF 6 INCHES IN ALL DISTURBED AREAS TO RECEIVE TURF OR OTHER

PLANTINGS.

2. FINISHED GRADES INDICATES THE SURFACE ELEVATION AFTER THE LAYER OF TOPSOIL AND

PAVING HAVE BEEN PLACED.

3. THIS IS DESIGN GRADING. CONTOUR ALL GRADES SMOOTHLY WITH GENTLE

ROUNDING/SHAPING OF ALL AFFECTED LAND SURFACES. ABRUPT TRANSITIONS AT THE TOP

OF SLOPES WHERE PROPOSED GRADES MEET EXISTING ARE NOT ACCEPTABLE. SURVEY STAKES

ARE FOR GENERAL GRADING PURPOSES ONLY. NOT ALL SLOPES ARE CONSTANT. REFER TO

THE GRADING PLANS FOR FINAL GRADE SHAPING. ENSURE POSITIVE DRAINAGE IN ALL AREAS.

THE GRADING SHALL BE APPROVED BY THE COR PRIOR TO THE ADDITION OF THE TOPSOIL

LAYER.

4. SCARIFYING OVER UTILITY LINES MAY BE ELIMINATED, IF IN THE OPINION OF THE COR, A

HAZARDOUS SITUATION EXISTS.

5. PROVIDE AN INDEPENDENT TESTING AND INSPECTION LABORATORY TO PERFORM ALL

COMPACTION TESTS. REFER TO GEOTECHNICAL REPORT, PROJECT MANUAL, APPENDIX I, FOR

REQUIRED FREQUENCY OF TESTING. PERFORM A SUFFICIENT NUMBER OF TESTS TO ENSURE

THAT BACKFILLED AREAS MEET ESTABLISHED REQUIREMENTS. IF THE TEST RESULTS DO NOT

MEET SUCH REQUIREMENTS, REWORK THE AREAS IN QUESTION AND RETEST. ANY REQUIRED

REWORKING AND RETESTING SHALL BE AT THE CONTRACTOR'S EXPENSE. THE INDEPENDENT

TESTING AND INSPECTION LABORATORY SHALL SUBMIT THE TEST RESULTS IN WRITING TO THE

COR AS SOON AS PRACTICAL.

6. DO NOT USE FROZEN MATERIAL FOR FILL MATERIAL. SUSPEND GRADING OPERATIONS IF

FROZEN EXCAVATION OR A BLANKET OF FROST IS ENCOUNTERED.

1. PROVIDE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH USE OF ROADWAYS, 01 00 02 FOR COR'S REVIEW NOT LESS THAN SEVEN DAYS PRIOR TO WORK. COR'S APPROVAL IS REQUIRED

PRIOR TO COMMENCING AFFECTED WORK.

2. PROVIDE FLAGGERS WHEN CROSSING, ENTERING, AND WORKING IN AND ADJACENT TO CEMETERY ROADS. MAINTAIN AT LEAST ONE OPEN LANE AT ALL TIMES, UNLESS SPECIFICALLY APPROVED IN WRITING BY COR. PROVIDE ADEQUATE TRAFFIC CONTROL MEASURES TO SAFELY WARN AND ROUTE VEHICULAR AND PEDESTRIAN TRAFFIC, AND AS DIRECTED BY COR. THIS MAY INCLUDE BARRICADES, SIGNAGE, ETC., AS WELL AS LIGHTS, REFLECTORS, AND FLAGGERS DURING CEMETERY HOURS OF

OPERATION.

3. COORDINATE ANY CLOSURE OF AND WORK ON AND ADJACENT WELLWOOD AVENUE SIDEWALKS WITH LOCAL JURISDICTIONS HAVING AUTHORITY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL RELEVANT PERMITS/APPROVALS AND PAYING ALL ASSOCIATED FEES WITHOUT ADDITIONAL COST TO

THE GOVERNMENT.

4. MAINTAIN VEHICULAR ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD AT ALL TIMES AND TO THE COMFORT STATION WHEN IT IS NOT CLOSED FOR CONSTRUCTION, INCLUDING DURING PAVING OPERATIONS. SINGLE LANE CLOSURES AND USE OF FLAGGERS IS POTENTIALLY

ACCEPTABLE, PENDING COR'S APPROVAL OF CONSTRUCTION TRAFFIC CONTROL PLAN.

5. ALL TRAFFIC AND PEDESTRIAN CONTROL DEVICES AND MARKINGS, INCLUDING CONSTRUCTION SIGNAGE, SHALL CONFORM TO THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES & THOSE OF NEW YORK SUPPLEMENT 17 NYCRR CHAPTER V, MINIMUM.

6. BURIAL ACTIVITIES TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. COOPERATE & COORDINATE WITH CEMETERY DIRECTOR & COR TO ARRANGE CONSTRUCTION SCHEDULE TO CAUSE LEAST POSSIBLE INTERFERENCE WITH CEMETERY ACTIVITIES IN AND ADJACENT TO BURIAL AREAS & PROCESSIONS.

CONSTRUCTION NOISE SHALL NOT DISTURB COMMITTAL SERVICES & ACTIVITIES. TRUCKS, EQUIPMENT, AND WORKERS SHALL NOT PASS THROUGH OR NEAR SERVICE AREAS DURING SERVICES.

1. THE FOLLOWING SHALL BE SUBMITTED TO AND APPROVED BY COR PRIOR TO COMMENCEMENT OF

WORK:

a. CONSTRUCTION SEQUENCING PLAN & PROJECT SCHEDULE PER 01 32 16.13. INCLUDE PLANS INDICATING PROPOSED SHORT-TERM STORAGE AT AND CONSTRUCTION ACCESS TO EACH DISCRETE

AREA OF WORK.

b. DETAILED PHASING PLAN & SCHEDULE FOR COLUMBARIUM "A." SUBDIVIDE BY EXISTING WALL DESIGNATIONS, A1-A6, INCLUDING ADJACENT SITEWORK. WORK MAY OCCUR CONCURRENTLY AT UP

TO 2 NON-CONTIGUOUS WALLS. COMPLETE WORK ON ANY WALL AND TURN OVER TO CEMETERY

PRIOR TO BEGINNING WORK ON ANY SUBSEQUENT WALL. WORK DURATION FOR 1 WALL & ADJACENT SITEWORK, INCLUDING INSPECTION AND PUNCHLIST FULFILLMENT, SHALL NOT EXCEED 15 CALENDAR DAYS. ENSURE OPERATIONS AT ADJACENT COMMITTAL SERVICE SHELTERS "NORTH" AND "SOUTH" ARE

UNAFFECTED.

c. DETAILED SCHEDULE FOR COMMITTAL SERVICE SHELTERS "A" & "B." COMPLETE WORK ON THE FIRST SHELTER, INCLUDING INSPECTION AND PUNCHLIST FULFILLMENT, AND TURN OVER TO CEMETERY

PRIOR TO BEGINNING WORK ON THE SECOND. WORK DURATION FOR EACH SHELTER SHALL NOT

EXCEED 45 CALENDAR DAYS.

2. COORDINATE ALL ACTIVITIES WITH APPROPRIATE AGENCIES HAVING JURISDICTION. APPLY FOR AND

OBTAIN ALL NECESSARY PERMITS & LICENSES PRIOR TO SCHEDULED COMMENCEMENT OF WORK.

COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES, LAWS, AND REGULATIONS APPLICABLE

TO PERFORM THE WORK.

3. LOCATE & PROTECT ALL UTILITIES FROM DAMAGE, INCLUDING UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT. DO NOT BEGIN EXCAVATION IN AREA OF UTILITIES UNTIL ALL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED. PROCEED WITH EXTREME CARE TO AVOID ANY POSSIBILITY OF

DAMAGE.

4. RETAIN A PRIVATE UNDERGROUND LOCATOR TO IDENTIFY & MARK UTILITIES NOT MARKED ABOVE & ALL EXISTING IMPROVEMENTS BELOW GRADE WITHIN & ADJOINING WORK AREAS. WALK EACH WORK AREA WITH COR AND ADJUST NEW WORK TO AVOID CONFLICTS, DAMAGE, OR INTERRUPTIONS OF

UTILITIES & CEMETERY OPERATIONS, AS DIRECTED BY COR.

5. REMOVE ALL MARKINGS UPON COMPLETION OF WORK OR AS DIRECTED BY COR.

6. INSTALL TEMPORARY CONSTRUCTION FENCING, TREE PROTECTION MEASURES, AND EROSION &

SEDIMENT CONTROLS WHERE WORK WILL BE PERFORMED PRIOR TO START OF WORK IN EACH

RESPECTIVE AREA. INSPECT & MAINTAIN DAILY THROUGHOUT CONSTRUCTION UNTIL PROJECT IS

ACCEPTED.

7. COMPLETE DEMOLITION FOR AREAS WHERE WORK WILL BE PERFORMED IMMEDIATELY PRIOR TO

RESPECTIVE WORK.

8. COMPLETE WORK IN EACH OF THE FOLLOWING AREAS PRIOR TO COMMENCING WITH SUBSEQUENT AREAS. LIST IS NOT INTENDED TO BE ALL-INCLUSIVE AND ORDER OF a-d MAY CHANGE, AS APPROVED BY COR. COR WILL CONSIDER REQUESTS TO ALTER LIST NOT LESS THAN 30 DAYS IN ADVANCE OF AFFECTED

ITEMS:

a. CONTRACTOR'S YARD & UTILITIES, CONSTRUCTION FENCING & GATES, CONSTRUCTION SIGNAGE.

b. DIRECTOR'S LODGE, OFFICE BUILDING, AND ASSOCIATED SITE WORK.

c. MAINTENANCE BUILDING, PUMP HOUSE, TEMPORARY PUBLIC RESTROOMS, COMFORT

STATION/RESTROOM BUILDING, WELL & CONNECTION TO WATER DISTRIBUTION SYSTEM, AND

ASSOCIATED SITEWORK.

c.a. COMPLETE PUMP HOUSE ELECTRICAL WORK PRIOR TO SCHEDULED ENERGIZING OF

TEMPORARY PUBLIC RESTROOMS.

c.b. COMPLETE INSTALLATION OF TEMPORARY PUBLIC RESTROOMS PRIOR TO ANY WORK ON

COMFORT STATION/RESTROOM BUILDING.

c.c. COMPLETE PAVEMENT WORK AT COMFORT STATION/RESTROOM BUILDING PARKING LOT

FOLLOWING REMOVAL OF TEMPORARY PUBLIC RESTROOMS.

d. COLUMBARIUM A, COMMITTAL SERVICE SHELTER (CSS) A & B, AND ASSOCIATED SITEWORK.

9. THE FOLLOWING MAY BE SCHEDULED INDEPENDENTLY FROM OR CONCURRENT WITH ANY OF THE

ABOVE, AS APPROVED BY COR.

a. CORTEGE LANES & ASSOCIATED DIRECTIONAL SIGNAGE, SITE DRAINAGE, CURB & GUTTER

REPAIRS, SITE PAVING.

a.a. PRIOR TO CONSTRUCTION, EMPLOY THE SERVICES OF NY-LICENSED GEOTECHNICAL

ENGINEER TO EVALUATE AND CONFIRM THE SUITABILITY OF SOILS BELOW NEW PAVING IN

THE AREA NORTH OF THE ADMINISTRATION BUILDING, FORMERLY A RESERVOIR. PROVIDE

ENGINEER'S SEALED REPORT FOR COR'S REVIEW PRIOR TO CONSTRUCTION. SEE

APPROXIMATE HISTORIC BOUNDARY LINE OF RESERVOIR ON SITE DRAWING IN THAT AREA.

b. SITE SIGNAGE.

c. PLAQUE RESTORATION.

d. SECTION MONUMENTS.

e. FLOWER WATERING STATIONS.

10. DO NOT REMOVE EXISTING SITE SIGNS, SECTION MARKERS, AND YARD HYDRANTS UNTIL

CORRESPONDING NEW UNITS ARE APPROVED AND READY FOR IMMEDIATE INSTALLATION. REMOVE ONLY THOSE UNITS THAT WILL BE REPLACED BY THE END OF EACH DAY, UNLESS OTHERWISE DIRECTED

BY COR.

1. FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR INFERRED

BY THESE DOCUMENTS.

2. ALL DIMENSIONS SHOWN PARALLEL AND PERPENDICULAR UNLESS OTHERWISE NOTED. DO NOT SCALE

DIMENSIONS OFF THE DRAWINGS.

3. QUANTITIES SHOWN ARE ESTIMATED. DETERMINE ACTUAL QUANTITIES REQUIRED. THERE SHALL BE NO ADDITIONAL COMPENSATION FOR QUANTITIES BEYOND THOSE INDICATED UNLESS REQUIRED BY CHANGES

APPROVED BY COR.

4. FIELD STAKEOUT SURVEYOR IS RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND NOTING ANY DISCREPANCIES BETWEEN THOSE AND STAKING PLAN PRIOR TO CONSTRUCTION. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR WORK PERFORMED PRIOR TO VERIFICATION OF STAKING PLAN AND SHALL BEAR THE COSTS ASSOCIATED WITH REMEDIAL ACTION.

5. CONTRACTING OFFICER'S REPRESENTATIVE (COR) SHALL APPROVE STAKING IN FIELD OF ALL WORK PRIOR TO

CONSTRUCTION. NOTIFY COR 72 HOURS IN ADVANCE OF STAKEOUT.

6. COMPLY WITH REQUIREMENTS OF DIG SAFELY NEW YORK TO LOCATE AND MARK UTILITIES IN ADVANCE

OF EXCAVATION. DIG SAFELY NEW YORK: 1-800-962-7962 OR 811

7. PRIOR TO CONSTRUCTION OF WALLS, CURBS, AND PAVEMENTS, VERIFY ACTUAL FINISH GRADE ELEVATIONS IN

THE FIELD AND ADJUST ELEVATIONS, AS APPROVED BY COR, TO MEET THE DESIGN INTENT.

8. DO NOT PROCEED WHEN OBSTRUCTIONS, CONFLICTS, OR DISCREPANCIES EXIST. IMMEDIATELY NOTIFY COR.

CONTRACTOR BEARS RESPONSIBILITY FOR ALL DAMAGES, REVISIONS, AND REMEDIAL WORK DUE TO FAILURE TO

GIVE SUCH NOTIFICATION.

9. A GEOTECHNICAL REPORT IS INCLUDED IN THE PROJECT MANUAL'S APPENDICES. REFER TO REPORT FOR RECOMMENDED PAVEMENT THICKNESS, SUBGRADE PREPARATION, BACKFILLING, ETC. FOLLOW REQUIREMENTS FOR SITE PREPARATION, PROOF-ROLLING, LIFT THICKNESS, STRUCTURAL FILL, OTHER ITEMS. IF DISCREPANCIES ARISE BETWEEN PLANS, SPECIFICATIONS, AND REPORT, THE MORE CONSERVATIVE AND STRINGENT

REQUIREMENTS SHALL GOVERN.

10. LOCATE CONTRACTOR'S TEMPORARY OFFICE(S), FACILITIES, PARKING, STORAGE, ETC. AT CONTRACTOR'S YARD.

ALL GENERAL CONSTRUCTION & DELIVERY TRAFFIC SHALL ACCESS THE CONTRACTOR'S YARD DIRECTLY AND SOLELY BY MEANS OF GATE 3. LIMITED TRANSIT ON CEMETERY ROADS TO DISCRETE WORK AREAS WHEN SCHEDULED WORK IS OCCURRING, AS WELL AS SHORT-TERM STORAGE OF UP TO 15 CALENDAR DAYS, MAY OCCUR AT DISCRETE WORK AREAS, SUBJECT TO APPROVAL OF CONTRACTOR'S PROPOSED CONSTRUCTION SEQUENCING PLAN. CONTRACTOR MAY REQUEST LIMITED USE OF OTHER BACK-OF-HOUSE AREAS FOR SECONDARY STORAGE, PENDING WRITTEN APPROVAL BY COR NOT LESS THAN 7 DAYS IN ADVANCE. ALL OTHER USE OF CEMETERY PROPERTY IS PROHIBITED, UNLESS SPECIFICALLY APPROVED IN WRITING BY THE COR NOT LESS

THAN 7 DAYS IN ADVANCE.

11. PRESERVE ALL PROPERTY IRONS/SURVEY CONTROL MONUMENTS. RE-ESTABLISH ANY AFFECTED BY CONTRACTOR'S FORCES. SUCH IRONS SHALL BE REESTABLISHED BY A NEW YORK STATE LICENSED LAND

SURVEYOR IN ACCORDANCE WITH STATE LAWS AT CONTRACTOR'S EXPENSE.

12. PROTECT ALL TREES & SHRUBS NOT SPECIFICALLY IDENTIFIED FOR REMOVAL PER 4/LS-401 & 01 56 39, WHETHER TREE PROTECTION FENCING AND OTHER MEASURES ARE SPECIFICALLY IDENTIFIED ON THE PLANS.

13. LIMITS OF WORK FOR INDIVIDUAL SIGNS AND OTHER SMALL DISCRETE OPERATIONS ARE NOT SHOWN ON PLANS.

PROVIDE CONSTRUCTION FENCING AT EACH AREA OF WORK PER 3/LS-401 & 01 00 02. MAINTAIN UNTIL WORK IS COMPLETE, AS APPROVED BY COR. FLAG FENCE LOCATIONS IN FIELD FOR COR'S APPROVAL & ADJUSTMENT PRIOR TO ERECTING. DO NOT BLOCK ROADS OR SIDEWALKS UNLESS APPROVED BY COR IN WRITING.

14. WORK INVOLVES CONSTRUCTION ACTIVITY IN CLOSE PROXIMITY TO GRAVES. WORKING, OPERATING EQUIPMENT, OR STORING MATERIALS ON OCCUPIED GRAVES IS PROHIBITED AT ALL TIMES. PROTECT ALL EXISTING GRAVES, HEADSTONES, TEMPORARY GRAVE MARKERS, AND MEMORIALS AT ALL TIMES FROM DAMAGE DUE TO CONTRACTOR'S FORCES. INSTALL RIGID PROTECTIVE COVERS ON ALL ADJACENT HEADSTONES AND MEMORIALS WITHIN 10 FEET OF DEMOLITION OR CONSTRUCTION ACTIVITIES AND AS DIRECTED BY COR OR CEMETERY DIRECTOR. REMOVE AFTER ADJACENT WORK IS COMPLETE, OR AS DIRECTED BY COR OR CEMETERY

DIRECTOR.

15. INSTALL EROSION CONTROL DEVICES AS INDICATED AND ACCORDING TO 01 57 19. REPAIR AT NO ADDITIONAL

COST AND SUPPLEMENT AT NO ADDITIONAL COST IF REQUIRED BY PERMITTING AUTHORITY.

16. TRACKING SEDIMENTS AND OTHER SUBSTANCES OFF-SITE OR ON CEMETERY ROADS IS PROHIBITED. CLEAN ROADS USED BY CONTRACTOR'S FORCES DAILY AND AS DIRECTED BY COR. CONTROL GENERATION OF FUGITIVE DUST. EMPLOY STREET SWEEPING, WASH RACKS, AND OTHER MEASURES AS NECESSARY. REMOVE DEBRIS AS IT

OCCURS.

17. MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. RESTORE ANY ADJACENT PRE-CONSTRUCTION DRAINAGE

CONDITIONS AND IMPROVEMENTS DISTURBED DURING CONSTRUCTION TO COR'S SATISFACTION.

18. PROPOSED SIDEWALKS SHALL NOT EXCEED 1.75% CROSS-SLOPE OR 4.75% LONGITUDINAL SLOPE.

19. ALL WORK SHALL CONFORM TO THE PROVISIONS OF ALL APPLICABLE ORDINANCES, REGULATIONS, AND ADOPTED STANDARDS OF THE NATIONAL CEMETERY ADMINISTRATION AND STATE OF NEW YORK, UNLESS

WAIVED AND/OR MODIFIED UNDER SEPARATE APPLICATION.

20. PROVIDE TEMPORARY MODULAR PUBLIC RESTROOM BUILDING(S), UTILITIES, AND SIGNAGE WHEN WORK IS UNDERWAY AT COMFORT STATION PER GI-104. NOT FOR USE BY CONTRACTOR AT ANY TIME. COR'S APPROVAL IS REQUIRED PRIOR TO CLOSING RESTROOM BUILDING. MAINTAIN UNTIL RESTROOM BUILDING WORK IS

COMPLETE AND ACCEPTED BY COR.

21. PROVIDE TEMPORARY SHORING, BRACING AND/OR FALSEWORK TO SUPPORT & PROTECT ALL ITEMS AFFECTED BY WORK. OBTAIN DETAILS, DESIGN, AND PROCEDURE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK FOR ALL TEMPORARY SHORING, BRACING, AND/OR FALSEWORK, AS APPROVED BY THE COR AND/OR PROJECT ENGINEER. PROVIDE SAFETY RAILING AT TOP OF TEMPORARY SHORING AS REQUIRED BY

OSHA. BARRICADE EXCAVATED AREAS WHEN WORK IS NOT OCCURRING.

22. EXISTING UTILITY SERVICE LINES & APPURTENANCES ARE TO REMAIN IN PLACE & IN OPERATION UNLESS PLANS SPECIFICALLY CALL FOR THEIR ADJUSTMENT. IF UTILITY INTERRUPTIONS ARE REQUIRED FOR EXECUTION OF

WORK, MINIMIZE INTERRUPTION AND NOTIFY COR PER REQUIREMENTS OF 01 00 02.

23. EXISTING UTILITIES SHOWN REPRESENT THE BEST INFORMATION OBTAINABLE FOR DESIGN. LOCATIONS ARE NOT GUARANTEED & SOME ITEMS MAY NOT BE INDICATED. WORK INCLUDES SUBSURFACE UTILITY SCANNING, TEST PITS, AND OTHER INVESTIGATIVE MEANS AS NECESSARY TO ENSURE COMPLETE & ACCURATE INFORMATION PRIOR TO WORK. ADJUST WORK, AS APPROVED BY COR, AT NO ADDITIONAL COST TO AVOID CONFLICTS.

CONTRACTOR SHALL BEAR EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES DAMAGED DURING WORK.

COORDINATE WORK WITH ALL UTILITY COMPANIES/AUTHORITIES PERTINENT TO PROSECUTION OF WORK.

24. COORDINATE WORK ADJACENT TO EXISTING COMMITTAL SERVICE SHELTERS, CORTEGE PARKING, COLUMBARIA, AND INTERMENT SECTIONS W/ COR AND CEMETERY DIRECTOR NOT LESS THAN 10 DAYS PRIOR TO PROPOSED WORK TO LIMIT IMPACT ON CEMETERY SERVICES AND VISITORS. CONTROL TRUCK AND EQUIPMENT OPERATION & TRANSIT TO PREVENT DISTURBANCE TO FUNERAL SERVICES, CORTEGE PARKING, PROCESSIONS, AND OTHER

FUNERAL ACTIVITY AS DIRECTED BY COR.

25. REPLACE ALL EXISTING FACILITIES AND IMPROVEMENTS DAMAGED BY CONTRACTOR'S FORCES IN ACCORDANCE WITH APPLICABLE AGENCY STANDARDS. REPLACEMENT WORK SHALL MEET PRE-CONSTRUCTION CONDITION, AT

A MINIMUM, AS APPROVED BY COR.

26. FINISH GRADE DISTURBED AREAS NOT OTHERWISE PLANTED OR PAVED W/ TOPSOIL FILL & TURF SOD PER 32 90

00 AND LP-201. FEATHER ADJACENT GRADES & PROVIDE POSITIVE DRAINAGE.

27. ALL MATERIAL NOT INDICATED FOR SALVAGE AND REUSE ON PROJECT, INCLUDING EXCESS EXCAVATED MATERIAL, OVERBURDEN, DEBRIS, RUBBLE, WASTE, AND SURPLUS MATERIALS, SHALL BECOME PROPERTY OF CONTRACTOR. REMOVE FROM THE SITE AND DISPOSE OF LEGALLY OFF GOVERNMENT'S PROPERTY PER 01 00 02

28. REMOVE TEMPORARY FACILITIES, UNLESS OTHERWISE INDICATED, & RESTORE ALL AREAS & ELEMENTS DISTURBED BY CONTRACTOR'S FORCES TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, AS APPROVED BY COR. REFER TO 01 00 02 FOR PHOTOGRAPHIC DOCUMENTATION OF PRE-CONSTRUCTION CONDITIONS.

29. PERFORM EQUIPMENT REPAIR AND MAINTENANCE SOLELY OFFSITE OR WITHIN THE FENCED CONTRACTOR'S LAYDOWN YARD AND CONCEALED FROM PUBLIC VIEW, UNLESS OTHERWISE DIRECTED BY COR. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. ACTIVITIES THAT CREATE EXCESSIVE NOISE OR OFFENSIVE OR

PERVASIVE ODORS, AS DETERMINED BY THE COR, ARE PROHIBITED.

GENERAL NOTES CONSTRUCTION SEQUENCE SITE GRADING

MAINTENANCE OF TRAFFIC

STORM SEWER

1. PROJECT INCLUDES HAZARDOUS MATERIALS. REFER TO ARCHITECTURAL AND ENGINEERING

DEMOLITION DRAWINGS AND 02 82 11 TRADITIONAL ASBESTOS ABATEMENT, 02 82 13.31

ASBESTOS TRANSITE-TYPE ABATEMENT, 02 83 33.13 LEAD-BASED PAINT REMOVAL, AND

HAZARDOUS MATERIALS SURVEY, 7/28/21, PROJECT MANUAL APPENDIX II FOR SPECIFIC

INFORMATION. COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS.

2. NOT LESS THAN 30 DAYS PRIOR TO MOBILIZATION, PROVIDE CONTRACTOR'S AND

SUBCONTRACTORS' PROOF OF INSURANCE DEMONSTRATING ASBESTOS AND LEAD-BASED

PAINT ABATEMENT LIABILITY INSURANCE AND LIMITS, INCLUDING PROTECTION AGAINST

THIRD-PARTY CLAIMS OF BODILY INJURY AND PROPERTY DAMAGE FROM ABATEMENT

RELATED TO BOTH WORK IN PROGRESS AND COMPLETED PROJECTS. OBTAIN COR'S

APPROVAL PRIOR TO COMMENCEMENT OF WORK.

3. PROVIDE A LIST OF PROPOSED CONTRACTOR AND SUBCONTRACTOR PERSONNEL WHO WILL BE

INVOLVED WITH AND PERFORM THE WORK. INCLUDE COMPLETE HAZARDOUS MATERIALS

QUALIFICATIONS AND CREDENTIALS. OBTAIN COR'S APPROVAL PRIOR TO COMMENCEMENT

OF WORK.

4. ANY PROPOSED CHANGES TO THE APPROVED SUBCONTRACTORS AND ASSIGNED PERSONNEL

SHALL REQUIRE RESUBMISSION OF THE ABOVE NOT LESS THAN 15 DAYS PRIOR TO EACH SUCH

PROPOSED CHANGE. ACCEPTANCE OF ANY SUCH PROPOSED CHANGE SHALL BE SUBJECT TO

COR'S APPROVAL.

5. PROVIDE THE FOLLOWING WITH BID SUBMISSION:

a. NARRATIVE PLAN OF HAZARDOUS MATERIALS WORK AND DRAFT PROJECT-SPECIFIC

HEALTH AND SAFETY PLAN, PER 01 00 02

HAZARDOUS MATERIALS

1. NEW WELL INCLUDES DECOMMISSIONING OF EXISTING WELL, STEP-DRAWDOWN PUMPING

TEST, AND TESTING OF NEW WELL. REFER TO PROJECT MANUAL, APPENDIX III, IRRIGATION

SUPPLY WELL DESKTOP EVALUATION (ECS) AND APPENDIX IV, IRRIGATION SUPPLY WELL DEPTH

EVALUATION (ECS) FOR SPECIFIC REQUIREMENTS AND SEQUENCE OF WORK. REFER ALSO TO

DIVISION 33 SPECIFICATIONS.

2. EXISTING IRRIGATION WELL IS CURRENTLY IN USE. SUBMIT PROPOSED DECOMMISSIONING

SCHEDULE TO COR NOT MORE THAN 30 DAYS FOLLOWING NOTICE TO PROCEED TO LIMIT

IMPACTS TO CEMETERY OPERATIONS AND SERVICES.

3. SUBSEQUENT TO IRRIGATION SUPPLY WELL DESKTOP EVALUATION, THE GOVERNMENT

REQUESTED THE NEW IRRIGATION SUPPLY WELL MEET A WATER DEMAND OF 1,500-2,000

GALLONS PER MINUTE (GPM) AT A MAXIMUM DEPTH OF 400 FEET BELOW GROUND SURFACE

(BGS). AS SUCH, ASI 01'S IRRIGATION SUPPLY WELL DEPTH EVALUATION (ECS) WAS PREPARED

AND INCLUDES A RECOMMENDATION THAT THE CONTRACTOR PERFORM A STEP-DRAWDOWN

PUMPING TEST OF THE SITE'S EXISTING IRRIGATION SUPPLY WELL TO EVALUATE WHETHER THE

UPPER MAGOTHY AQUIFER WILL BE ADEQUATE TO MEET THE GOVERNMENT'S WATER

DEMAND OF 1,500-2,000 GPM AT A DEPTH OF 400 FEET BGS. PRIOR EVALUATIONS DO

INDICATE A WELL COMPLETED TO A DEPTH OF 400 FEET BGS WOULD LIKELY PROVIDE THE

DESIRED PRODUCTION OF 1,500-2,000 GPM; DESIGN AND SPECIFICATION DOCUMENTS WERE

REVISED VIA ASI 01, BASED ON THAT ASSUMPTION.

4. PROVIDE DOCUMENTATION OF SUCCESSFUL VERIFICATION OF THE ABOVE FOR COR'S REVIEW

AND APPROVAL PRIOR TO DRILLING NEW WELL. SHOULD THE RECOMMENDED TESTING

INDICATED OTHERWISE, NOTIFY THE COR FOR FURTHER DIRECTION.

IRRIGATION WELL

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