S02 - Drawings.pdf

PDF 786 KB Posted Sep 8, 2020

Attached to: Y1DA--528A8-19-851 REPLACE MAIN KITCHEN GREASE TRAP | Federal contract opportunity
Solicitation number: 36C24220R0133
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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Other files attached to Y1DA--528A8-19-851 REPLACE MAIN KITCHEN GREASE TRAP |, newest first.
File	Type	Posted
S02 - SOW Grease Trap1.pdf	PDF	Sep 8, 2020
S02 - Specifications.pdf	PDF	Sep 8, 2020
S02 - 36C24220R0133_RFP.pdf	PDF	Sep 8, 2020
S02 - Davis-Bacon Act WD NY20200002.pdf	PDF	Sep 8, 2020
36C24220R0133.docx	DOCX document	Sep 8, 2020

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PLAN

A SECTION

NOTES:

AND SELECTIVE DEMOLITION

EXISTING CONDITIONS

PROPOSED CONDITIONS

BUILDING 27

NUCLEAR

MEDICINE

BUILDING 1

MAIN HOSPITAL

GREASE TRAP DETAIL

TYPICAL TANK LID

TYPICAL TANK JOINT SEAL

SUBBASE MATERIAL GRADATION

REFERENCE TABLE OF NYSDOT

NOTES:

REMOVABLE BOLLARD DETAIL

CLEANOUT DETAIL

TYPICAL DOUBLE

TYPICAL VENT DETAIL

PRE-CAST CONCRETE TANK DETAIL

TYPICAL PIPE CONNECTION TO

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BIG BROTHER IS WATCHING

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VA FORM 08-6231A

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REPLACE MAIN KITCHEN GREASE TRAP

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REAR OF BLDG. 1 AT EXISTING GREASE TRAP

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JAN. 17, 2020

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GPM

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BLDG. 1

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CS-01

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PRECAST CONCRETE TANK SECTION (TYP)

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MIN. 2 ROWS OF 1.5" WIDE BUTYL ROPE AS PRIMARY JOINT SEALER

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MACHINED NON-ROCKING SEATS

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FLANGE BRACING WEB (6 REQ'D)

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REINFORCING RIBS

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AutoCAD SHX Text FIRE DEPARTMENT CONNECTION (TYP). MAINTAIN ACCESS AT ALL TIMES TO ALL CONNECTIONS.

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DUMPSTER ON PAD

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DUMPSTER ON PAD

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RAMP TO LOADING DOCK

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UNDERGROUND HIGH VOLTAGE ELECTRIC LINE (TYP)

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BOLLARD (TYP)

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WATER VALVE (TYP)

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2" STEEL GAS LINE

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15" CLAY SEWER LINE (TYP)

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FLOW DIRECTION (TYP)

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MAIN BUILDING ENTRANCE. MAINTAIN ACCESS AT ALL TIMES.

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PATIENT PARKING.

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ELECTRIC TRANSFORMERS (TYP)

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ACCESS LADDER TO HVAC UNITS ON ROOF. MAINTAIN ACCESS AT ALL TIMES.

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EXISTING GREASE TRAP TO BE REMOVED

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BULK OXYGEN STORAGE TANK. NO OPEN FLAMES WITHIN 25'.

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PAVEMENT EDGE (TYP)

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SECURITY CAMERAS

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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WATER HOSE BIB

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CONC. PAD

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STORM SEWER (TYP)

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ELECTRIC MANHOLE

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FIRE HYDRANT. MAINTAIN ACCESS AT ALL TIMES.

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CRAWL SPACE VENT. DO NOT BLOCK

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PROPOSED 6,000 GALLON PRE-CAST CONCRETE GREASE TRAP

AutoCAD SHX Text GREASE TRAP NOTES: 1. THE GREASE TRAP SHALL BE A MINIMUM 6,000 GALLON THE GREASE TRAP SHALL BE A MINIMUM 6,000 GALLON SECTIONAL PRE-CAST CONCRETE UNIT AS MANUFACTURED BY THE FORT MILLER CO. OR APPROVED EQUIVALENT. THE CONCRETE SHALL BE 4,000 PSI MINIMUM WITH AN AIR ENTRAINMENT OF 5%-9%. REINFORCING STEEL SHALL MEET ASTM STANDARDS A615 AND A185 AS APPROPRIATE. 2. THE TANK LID SHALL BE ABLE TO WITHSTAND AN AASHTO THE TANK LID SHALL BE ABLE TO WITHSTAND AN AASHTO H20-44 LIVE LOAD AT PROPOSED BURY DEPTH. 3. THE TANK SHALL COME EQUIPPED WITH AN INTEGRAL BAFFLE THE TANK SHALL COME EQUIPPED WITH AN INTEGRAL BAFFLE THAT ALLOWS FOR THE PASSAGE OF GASSES AS WELL AS SETTLED LIQUID. 4. TANK SECTIONS SHALL BE SEALED AT THE TIME OF SETTING TANK SECTIONS SHALL BE SEALED AT THE TIME OF SETTING AT THE SITE. 5. MATCH TYPE, SIZE, ELEVATIONS AND SLOPE OF INCOMING AND MATCH TYPE, SIZE, ELEVATIONS AND SLOPE OF INCOMING AND EXITING PIPES. BED ALL NEW PIPE IN 6" MIN COMPACTED CRUSHED STONE. 6. SET TANK LEVEL IN BOTH DIRECTIONS. SET TANK LEVEL IN BOTH DIRECTIONS. 7. REMOVE ANY SOFT OR WATER-SATURATED OR OTHERWISE REMOVE ANY SOFT OR WATER-SATURATED OR OTHERWISE UNSUITABLE SOILS PRIOR TO STONE BASE PLACEMENT. USE ONLY CRUSHED STONE TO REPLACE UNSUITABLE MATERIAL THAT HAS BEEN EXCAVATED. REMOVE ALL EXCAVATED MATERIAL FROM THE SITE. 8. TO SUPPORT EXISTING PIPE AND WHERE NEW PIPE SUBBASE TO SUPPORT EXISTING PIPE AND WHERE NEW PIPE SUBBASE CANNOT BE SUITABLY COMPACTED, USE FLOWABLE CONCRETE FILL, 40-80 PSI.

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SEAL ALL SECTIONS TO BE WATER TIGHT

AutoCAD SHX Text SELECTIVE DEMOLITION NOTES: 1. THE KITCHEN WILL NOT CLOSE DURING THE REMOVAL AND THE KITCHEN WILL NOT CLOSE DURING THE REMOVAL AND REPLACEMENT OF THE GREASE TRAP. THE CONTRACTOR MUST PLAN OPERATIONS AND COORDINATE WITH THE VA TO MINIMIZE THE TIME THAT THE WASTE LINE WILL NOT BE AVAILABLE TO THE KITCHEN. 2. CONTRACTOR SHALL PROVIDE A PLAN TO BYPASS THE WASTE CONTRACTOR SHALL PROVIDE A PLAN TO BYPASS THE WASTE FLOW DURING SELECTIVE DEMOLITION AND CONSTRUCTION TO THE COR FOR REVIEW AND APPROVAL AS PART OF THE SUBMITTAL PROCESS. 3. THE ROADWAY (VETERANS WAY) CANNOT BE BLOCKED THE ROADWAY (VETERANS WAY) CANNOT BE BLOCKED EXCEPT WITH WRITTEN PERMISSION OF THE COR. IF THE ROADWAY MUST BE BLOCKED FOR SELECTIVE DEMOLITION AND/OR INSTALLATION ACTIVITIES, THE CONTRACTOR SHALL PREPARE A SAFETY PLAN FOR THE VA'S REVIEW NOTING THE PLANNED BLOCKAGE TIME, HOW EMERGENCY VEHICLES WILL BE ROUTED, PLACEMENT OF FLAG PERSONS AND ANY OTHER RELEVANT INFORMATION. THE PLAN SHALL BE PROVIDED TO THE VA AT LEAST 5 DAYS PRIOR TO THE OPERATION. 4. CONTRACTOR WILL NOT BE ALLOWED TO BLOCK THE PATIENT CONTRACTOR WILL NOT BE ALLOWED TO BLOCK THE PATIENT PARKING AREA EXCEPT WITH WRITTEN PERMISSION OF THE COR. SUCH OPERATIONS MAY BE LIMITED TO TIMES WHERE THE PARKING IS NOT TYPICALLY NEEDED BY PATIENTS. 5. REMOVE CONTENTS OF THE EXISTING GREASE TRAP PRIOR TO REMOVE CONTENTS OF THE EXISTING GREASE TRAP PRIOR TO TANK REMOVAL. REMOVE AND DISPOSE OF GREASE IN AN APPROPRIATE AND LEGAL MANNER. REMAINING LIQUID MAY BE PUMPED INTO THE NEARBY SANITARY SEWER MANHOLE. 6. REMOVE EXCAVATED CLAY SOILS FROM THE SITE AND REMOVE EXCAVATED CLAY SOILS FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. EXCAVATED CLEAN CRUSHED STONE MAY BE RE-USED WITH PERMISSION OF THE COR. 7. KEEP EXCAVATION DRY. USE SUMP PUMP TO DE-WATER THE KEEP EXCAVATION DRY. USE SUMP PUMP TO DE-WATER THE EXCAVATION IF NEEDED. DO NOT PUMP DIRECTLY INTO STORM WATER SYSTEM. REMOVE SOLIDS THAT MAY CLOG CATCH BASINS OR STORM SEWER LINES. 8. REMOVE SATURATED SOILS PRIOR TO PLACING SUBBASE. REMOVE SATURATED SOILS PRIOR TO PLACING SUBBASE. 9. DUE TO CLOSE PROXIMITY OF EXISTING STRUCTURES AND DUE TO CLOSE PROXIMITY OF EXISTING STRUCTURES AND EQUIPMENT PADS AS WELL AS UNKNOWN EXISTING SOIL CONDITIONS AROUND THE EXISTING TANK, CONTRACTOR SHALL SUBMIT TO THE VA FOR REVIEW AND APPROVAL PRIOR TO EXCAVATION, A PLAN FOR SAFELY AND SECURELY STABILIZING EXCAVATION WALLS WITHOUT UTILIZING SLOPING OR BENCHING BACK THE EXCAVATION WALLS TO PREVENT CAVE-IN. 10. EXISTING CONDITIONS SHOWN ARE BASED ON BEST AVAILABLE EXISTING CONDITIONS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR TO CONFIRM SIZE, MATERIALS AND INVERT OF EXISTING PIPE ON BOTH SIDES OF THE EXISTING GREASE TRAP PRIOR TO ORDERING NEW GREASE TRAP.

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TABLE OF SUBBASE GRADATION

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SIEVE SIZE DESIGNATION

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4 IN.

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PERCENT PASSING BY WEIGHT

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TYPE 1

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TYPE 2

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TYPE 3

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TYPE 4

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AutoCAD SHX Text NOTE: THE INFORMATION IN THIS TABLE IS FROM THE NYSDOT STANDARD SPECIFICATIONS, TABLE 733-04A. THE OTHER INFORMATION IN SECTION 733-04 REGARDING PHYSICAL CHARACTERISTICS OF SUBBASE AGGREGATES SHALL ALSO APPLY.

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3 IN.

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2 IN.

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1/4 IN.

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NO. 40

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NO. 200

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CRUSHED STONE

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1 1/4" WEEP HOLE PLACED AT CENTER OF CONCRETE CYLINDER

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CONCRETE

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32" OF 6" NOMINAL STEEL PIPE

AutoCAD SHX Text MONUMENT BOX, FRAME AND COVER. CAMPBELL NO. 4173 OR EQUIVALENT (RETAIN COVER FOR OWNER'S USE WHEN BOLLARD IS REMOVED)

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FINISHED SURFACE

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SLOPE CONCRETE SURFACE FOR POSITIVE DRAINAGE

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5" NOMINAL GALVANIZED STEEL PIPE

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GALVANIZED, WELDED STEEL CAP. GRIND SMOOTH.

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VARIES

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12" MIN

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SQUARE

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NEENAH CAST IRON FLOOR BOX FRAME AND LID MODEL R-7506-E OR APPROVED EQUIVALENT (TYP)

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ACCESS LID (TYP). PLACE LID OVER EACH OPENING

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PROVIDE EXTENSION COLLARS/BRICK SO THAT LID IS AT GROUND SURFACE

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CLEAN OUTS

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SIDES

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INTEGRAL BAFFLE

AutoCAD SHX Text CORE NEW PIPE ACCESS AS REQUIRED TO MAINTAIN DISCHARGE ALIGNMENT. SEAL WATER TIGHT.

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SEAL ALL UNUSED FACTORY CORES WATER TIGHT (TYP)

AutoCAD SHX Text TANK SECTION WEIGHTS BASED ON BASIS OF DESIGN TANK: INTEGRAL TOP - 23,000 LBS. INTERMEDIATE - 8,200 LBS. INTEGRAL BASE - 28,600 LBS.

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LIQUID LEVEL

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PROPOSED REMOVABLE BOLLARD

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CONCRETE GREASE TRAP

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CONCRETE (TYP)

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NOTE: CLEANOUT RISERS TO BE THE SAME PIPE DIAMETER AND TYPE AS EXISTING PIPE

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CLEAN OUTS

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GREASE TRAP

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1-1/2" RAISED LETTERING ON HINGED COVER

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AS REQUIRED

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LID HINGE WITH SAFETY LOCK

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1. FRAME AND COVER SHALL BE DESIGNED FOR FRAME AND COVER SHALL BE DESIGNED FOR HS20-44 VEHICLE LOADING PLUS 25% IMPACT. 2. BASIS OF DESIGN FRAME AND HINGED COVER IS BASIS OF DESIGN FRAME AND HINGED COVER IS ERGO ACCESS ASSEMBLY FROM THE EJ GROUP, INC. WWW.EJCO.COM. APPROVED EQUIVALENTS ARE ACCEPTABLE.

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REINFORCING STEEL (TYP)

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MEDICAL GASES ACCESS GATE

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EXISTING BOLLARDS (TYP)

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CHAIN LINK FENCING (TYP)

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1. PREPARE GALVANIZED COATING OF BOLLARD TO RECEIVE PREPARE GALVANIZED COATING OF BOLLARD TO RECEIVE PAINTED FINISH. APPLY ONE COAT OF APPROPRIATE PRIMER AND TWO COATS OF ENAMEL PAINT. COLOR TO BE SELECTED BY THE COR. 2. BOLLARD LOCATION MAY BE ADJUSTED IF UNDERGROUND BOLLARD LOCATION MAY BE ADJUSTED IF UNDERGROUND UTILITIES OR OTHER SIGNIFICANT ITEM IS ENCOUNTERED. DO NOT MOVE WITHOUT APPROVAL OF THE COR.

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GAS VALVE

AutoCAD SHX Text AVAILABLE INFORMATION INDICATES THAT THE EXISTING DISCHARGE PIPE IS 4" DIA. CAST IRON. TOP OF THE PIPE AT THE BUILDING EXIT IS APPROXIMATELY 3'-5" BELOW EXISTING GROUND SURFACE.

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CS01

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NEW SEWER VENT

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CHECK AND LEAD ENGINEER REVIEW EDITS 2/4/2019

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FINAL CHECK EDITS 1/17/2020

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CONNECT NEW PIPE TO EXISTING. MATCH TYPE, SIZE AND INVERT (TYP OF 2)

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CONNECT NEW TO EXISTING

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EXISTING SANITARY SEWER WASTE LINE

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FINISHED GRADE

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MIN.

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EFFLUENT LINE

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VENT LINE

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INVERTED "U"

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NOTE: MATCH THE VENT PIPE TYPE AND DIAMETER WITH THE NEW EFFLUENT LINE.

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CRUSHED STONE

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FLEXIBLE RUBBER BOOT SEAL ASSEMBLY IN CORED HOLE (ASTM C923)

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ALUMINUM ALLOY KORBAND HOLDING BOOT

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SEWER PIPE ENTERING OR EXITING MANHOLE

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±2" PROJECTIONINTO TANK

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PROPOSED PIPE: INVERT ELEVATION

INSIDE FACE OF TANK

ACRONYMS USED

SHEET #

DRAWING SHEET INDEX

SHEET DESCRIPTION

GI-01 COVER SHEET AND NOTES

CS-01 PLAN AND DETAILS

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FFE: 189.07'

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FFE: 189.02'

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CONCRETE WALKWAY

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TEL

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TEL

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BIG BROTHER IS WATCHING

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BIG BROTHER IS WATCHING

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ROAD GLIDE PARKING ONLY

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LOBBY FFE: 202.74

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VA FORM 08-6231A

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REPLACE MAIN KITCHEN GREASE TRAP

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REAR OF BLDG. 1 AT EXISTING GREASE TRAP

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JAN. 17, 2020

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GPM

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BLDG. 1

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GI-01

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AutoCAD SHX Text ADA: AMERICANS WITH DISABILITIES ACT AFF: ABOVE FINISHED FLOOR ELEVATION ASTM: AMERICAN SOCIETY FOR TESTING MATERIALS BGS: BELOW GROUND SURFACE CB: STORMWATER CATCH BASIN CO: CONTRACTING OFFICER COR: CONTRACTING OFFICER'S REPRESENTATIVE HDPE: HIGH DENSITY POLYETHYLENE PIPE NYSDOT: NEW YORK STATE DEPT. OF TRANSPORTATION NYSDEC: NEW YORK STATE DEPT. OF ENVIRONMENTAL CONSERVATION OSHA: OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PVC: POLY-VINYL CHLORIDE PIPE RCP: REINFORCED CONCRETE PIPE S OR SAN MH:SANITARY MANHOLE USEPA: UNITED STATES ENVIRONMENTAL PROTECTION AGENCY VA: VETERANS ADMINISTRATION VETERANS ADMINISTRATION VAMC: VETERANS ADMINISTRATION MEDICAL CENTER VCP: VITREOUS CLAY PIPE

AutoCAD SHX Text DEPARTMENT OF VETERANS AFFAIRS SAMUEL S. STRATTON MEDICAL CENTER 113 HOLLAND AVENUE ALBANY, NEW YORK

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REPLACE MAIN KITCHEN GREASE TRAP PROJECT 528A8-19-851

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1. THE EXISTING SEWER LINE THAT DISCHARGES INTO THE GREASE TRAP IS USED BY THE THE EXISTING SEWER LINE THAT DISCHARGES INTO THE GREASE TRAP IS USED BY THE HOSPITAL'S MAIN KITCHEN THAT PROVIDES MEALS TO ALL PATIENTS. THE LINE IS ALSO USED BY THE VA CANTEEN SERVICE, WHICH PROVIDES MEALS TO EMPLOYEES AND VISITORS. IT MAY BE PLUGGED ONLY FOR VERY SHORT PERIODS OF TIME (A MINUTE OR SO AT MOST) FOR CONSTRUCTION PURPOSES. THE CONTRACTOR MUST COORDINATE ANY ACTIVITY THAT WOULD IMPACT THE USE OF THE SEWER LINE, ESPECIALLY STOPPAGES, WITH THE COR AND KITCHENS. THE CONTRACTOR SHOULD ASSUME THAT THE SEWER LINE CAN ONLY BE TEMPORARILY PLUGGED AFTER THE KITCHEN'S NORMAL BUSINESS HOURS (PAST 1700 HRS.). THE CANTEEN SERVICE DOES NOT PROVIDE MEALS ON WEEKENDS. SO GREATER TIME WOULD BE ALLOWED AFTER 1700 HRS. ON SATURDAY OR SUNDAY. 2. CONTRACTOR, AT THEIR OWN EXPENSE, SHALL ABIDE BY APPLICABLE PORTIONS OF THE LATEST CONTRACTOR, AT THEIR OWN EXPENSE, SHALL ABIDE BY APPLICABLE PORTIONS OF THE LATEST EDITIONS OF ALL USDOL AND OSHA STANDARDS AND REQUIREMENTS, INCLUDING SECTIONS ON CONFINED SPACE ENTRY AND EXCAVATION SAFETY. 3. THERE SHALL BE NO CLAIMS AGAINST THE VA FOR WORK STOPPAGES DUE TO ACTS OF GOD, THERE SHALL BE NO CLAIMS AGAINST THE VA FOR WORK STOPPAGES DUE TO ACTS OF GOD, WEATHER CONDITIONS, STOP WORK ORDERS (VERBAL AND/OR WRITTEN), UNDERESTIMATION OF WORK, ESTIMATED QUANTITIES, MATERIALS, SUPPLIES, TOOLS, CORRECTION OF SAFETY PROBLEMS, OR ANY OTHER REASON. 4. ALL WORK SHALL BE PERFORMED BY THOSE WHO ARE SKILLED IN THEIR TRADE, JOURNEYMEN ALL WORK SHALL BE PERFORMED BY THOSE WHO ARE SKILLED IN THEIR TRADE, JOURNEYMEN MECHANICS, TO PRODUCE A FIRST CLASS JOB. THE CONTRACTOR IS ADVISED THAT WORK DEEMED UNSUITABLE, UNACCEPTABLE, SECOND CLASS IN NATURE BY THE COR SHALL BE DEEMED NON-ACCEPTABLE AND THE CONTRACTOR SHALL REMOVE, REPLACE, RE-DO, TO THE SATISFACTION OF THE COR. ANY CORRECTED WORK SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE VA. THERE SHALL BE NO ADDITIONAL CLAIMS AGAINST THE VA FOR THE ABOVE. 5. ROAD WAYS, BUILDING EMERGENCY ACCESS AREAS, AND BUILDING ENTRY AND EXITS AREAS ROAD WAYS, BUILDING EMERGENCY ACCESS AREAS, AND BUILDING ENTRY AND EXITS AREAS ARE TO BE KEPT CLEAR AT ALL TIMES UNLESS SPECIFICALLY OTHERWISE SHOWN OR NOTED. 6. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, ALL EXISTING CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN IN THE FIELD, ALL EXISTING UTILITIES, EXISTING CONDITIONS, FIELD MEASUREMENTS, DIMENSIONS, AND QUANTITIES RELATED TO THE PROJECT. ANY DISCREPANCIES FROM THIS PLAN OR UNDOCUMENTED ISSUES SHALL BE NOTED IN WRITING TO THE COR PRIOR TO THE START OF CONSTRUCTION IF POSSIBLE OR WITHIN 24 HOURS OF BECOMING EVIDENT AFTER PROJECT COMMENCEMENT. ANY DISCREPANCIES OR ISSUES BROUGHT TO THE ATTENTION OF THE COR OUTSIDE OF THESE TIME FRAMES WILL NOT BE CONSIDERED CHANGES. 7. THE CONTRACT DOCUMENTS SHOW SITE FEATURES AND UTILITIES KNOWN TO THE VA AS OF THE CONTRACT DOCUMENTS SHOW SITE FEATURES AND UTILITIES KNOWN TO THE VA AS OF THE DATE OF BIDDING. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND ASCERTAIN PRIOR TO THE COMMENCEMENT OF WORK THE LOCATION, DEPTH, DIRECTION, AND SIZE OF ANY AND ALL UTILITIES EXISTING IN THE GENERAL VICINITY OF THE WORK AREA. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY UTILITY DISRUPTED, BROKEN IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY UTILITY DISRUPTED, BROKEN OR OTHERWISE RENDERED NON-FUNCTIONAL DUE TO THE WORK PERFORMED AT NO ADDITIONAL COST TO THE VA DURING THIS COURSE OF WORK. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY UTILITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY SUPPORT ANY UTILITY ENCOUNTERED IN THE COURSE OF THIS WORK. ANY DAMAGE CAUSED BY INSUFFICIENT SUPPORT WILL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE VA. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT AT THE CONTRACTOR'S EXPENSE. 11. THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY REASON, UNLESS THE CONTRACTOR SHALL NOT LEAVE THE WORK AREA UNATTENDED FOR ANY REASON, UNLESS SAFETY PARTITIONS, SAFETY FENCING AND COVERING FOR ALL OPEN TRENCHES ARE INSTALLED AND SECURED. THIS INCLUDES THE END OF THE WORK DAY. 12. THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE SAFETY OF THE THE CONTRACTOR IS ADVISED THAT THEY ARE SOLELY RESPONSIBLE FOR THE SAFETY OF THE WORK SITE AND SHALL TAKE ALL ACTIONS TO ELIMINATE ANY SAFETY HAZARDS THAT SHALL EXIST AND/OR POSE A THREAT OF HARM TO PATIENTS, GUESTS, EMPLOYEES OF THE VA, EMPLOYEES OF THE CONTRACTOR OR OTHERS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO TAKE IMMEDIATE ACTION TO ALLEVIATE ANY SAFETY HAZARD THAT MAY EXIST WITHOUT DIRECTION FROM THE VA. 13. CONTRACTOR SHALL SAW CUT CONCRETE OR OTHER DUST-PRODUCING MATERIALS USING WET CONTRACTOR SHALL SAW CUT CONCRETE OR OTHER DUST-PRODUCING MATERIALS USING WET METHODS. 14. ALL HOLES SHALL BE CORE-DRILLED WITH DIAMOND CORE BITS. ALL HOLES SHALL BE CORE-DRILLED WITH DIAMOND CORE BITS. 15. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL DEBRIS FROM THE SITE DAILY CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL DEBRIS FROM THE SITE DAILY AND DISPOSE OF SAME OFF SITE IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 16. ALL CONSTRUCTION VEHICLES WILL HAVE A FUNCTIONING BACKUP ALARM. ALL CONSTRUCTION VEHICLES WILL HAVE A FUNCTIONING BACKUP ALARM. 17. TEMPORARY WALKWAYS SHALL BE KEPT CLEAR OF SNOW AND/OR DEBRIS AT ALL TIMES BY TEMPORARY WALKWAYS SHALL BE KEPT CLEAR OF SNOW AND/OR DEBRIS AT ALL TIMES BY THE CONTRACTOR. TEMPORARY WALKWAYS SHALL BE ADA COMPLIANT. 18. ALL VEHICLES AND EQUIPMENT POWERED BY DIESEL MOTORS SHALL BE USEPA TIER 4 ALL VEHICLES AND EQUIPMENT POWERED BY DIESEL MOTORS SHALL BE USEPA TIER 4 COMPLIANT. IF THE MOTORS ARE NOT TIER 4 COMPLIANT, EXTERNAL FILTERS SHALL BE INSTALLED THAT WOULD MAKE THE DIESEL EXHAUST TIER 4 COMPLIANT. 19. UNLESS OTHERWISE NOTED, MATERIALS SHALL HAVE THE FOLLOWING CHARACTERISTICS: UNLESS OTHERWISE NOTED, MATERIALS SHALL HAVE THE FOLLOWING CHARACTERISTICS: 19.1. CONCRETE - STRENGTH OF 3,000 PSI AT 28 DAYS, MAXIMUM SLUMP OF 4", MINIMUM AIR CONCRETE - STRENGTH OF 3,000 PSI AT 28 DAYS, MAXIMUM SLUMP OF 4", MINIMUM AIR ENTRAINMENT OF 5%. 19.2. CRUSHED STONE - NYSDOT SUBBASE TYPE 4 AS DEFINED IN THEIR STANDARD CRUSHED STONE - NYSDOT SUBBASE TYPE 4 AS DEFINED IN THEIR STANDARD SPECIFICATIONS, SECTION 733. CRUSHED STONE SHALL BE COMPACTED TO MINIMUM 95% COMPACTION PER MODIFIED PROCTOR TESTING WHERE USED AS A BASE MATERIAL FOR STRUCTURES, PAVEMENT OR PIPE BEDDING AND 90% WHERE USED AS FILL MATERIAL.

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GENERAL NOTES:

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SCALE: 1"= 100'

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MAIN HOSPITAL

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C WING

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D WING

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A WING

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B WING

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PROJECT SITE

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CHECK AND LEAD ENGINEER REVIEW EDITS

AutoCAD SHX Text 2/4/2019

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FINAL CHECK EDITS

1/17/2020

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File details come from the government source that posted it. Updated Sep 8, 2020.