526-19-130 Renovate Compactor Station_100 Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE:

RENOVATE COMPACTOR STATION

C&S Engineers, Inc 499 Col. Eileen Collins Blvd Syracuse, New York, 13212

(877)CS-SOLVE

Watson Engineering, P.C.

1112 State Route 434 Owego, NY 13827

(607)223-4334 BRONX, NY

02/12/2021

526-19-130

BUILDING 100

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TITLE SHEET

EMW MPL

RENOVATE COMPACTOR STATION

BUILDING 100, BRONX VA MEDICAL CENTER

130 WEST KINGSBRIDGE ROAD, BRONX, NY 10468

PROJECT NUMBER: 526-19-130

PROJECT DATA PROJECT DESCRIPTIONDRAWING INDEX

LOCATION INFORMATION

STATE: NEW YORK

COUNTY: BRONX

PROPERTY OWNER: DEPARTMENT OF VETERANS AFFAIRS

LIST OF APPLICABLE CODES

PG-18-10 VA HVAC DESIGN MANUAL (2019)

PG-18-10 VA PLUMBING DESIGN MANUAL (2018)

PG-18-10 VA ELECTRICAL DESIGN MANUAL (2015)

NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (2019)

NFPA 70 NATIONAL ELECTRIC CODE (2017)

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (2016)

ASHRAE 90.1 ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS (2016)

ASHRAE 170 VENTILATION OF HEALTH CARE FACILITIES (2017)

PROJECT DESCRIPTION:

A/E SERVICES WILL INCLUDE BUT ARE NOT LIMITED TO DEMOLITION, ARCHITECTURAL, ENVIRONMENTAL, HVAC, PLUMBING, MECHANICAL, ELECTRICAL, SPRINKLER, FIRE/LIFE SAFETY, SECURITY (PANIC ALARMS AND SECURITY CAMERAS), SIGNAGE, AND COMMUNICATION (TELEPHONE AND DATA), AS WELL AS OTHER DESIGN CONSIDERATIONS TO COMPLETELY RENOVATE APPROXIMATELY 4,000 SQUARE FEET OF THE COMPACTOR STATION OF BUILDING 100, MAIN HOSPITAL, AT THE JAMES J PETERS VA MEDICAL CENTER.

1. REDESIGN THE AREA TO ALLOW FOR EQUAL OR GREATER CAPACITY OF COMPACTOR UNITS. THE DESIGN SHOULD ALLOW FOR

CONTINUED OPERATION OF THE COMPACTOR AREA DURING THE CONSTRUCTION PHASE THROUGH EITHER TEMPORARY MEANS

OR BY PHASING.

2. DESIGN TO ENSURE FOR THERMAL AND MOISTURE PROTECTION OF THE AREA. THE CONCRETE FLOORS AND DECKING SHOULD BE COATED TO PREVENT CRACKING. METAL FENCING, STAIRS, PLATFORMS AND HANDRAILS ALSO SHOULD BE DESIGNED TO

WITHSTAND MOISTURE.

3. THE DESIGN SHOULD INCLUDE A NEW HVAC SYSTEM TO VENT ODORS AWAY FROM THE BUILDING, A NEW AIR HANDLER FOR THE SPACE, AND SUPPLEMENTAL HEATING OR AN AIR CURTAIN SYSTEM TO MAINTAIN TEMPERATURE IN THE WINTER TIME.

4. THE DESIGN IS TO INCLUDE REPLACEMENT OF THE PULP SEPARATOR MACHINES AND ANY SITE SUPPORT REQUIRED FOR THEM.

5. THE DESIGN SHOULD ALSO REPLACE THE CURRENT ROLL UP GATE WITH A SIMILAR SET-UP. OTHER SECURITY CONSIDERATIONS

MUST BE COORDINATED WITH THE VA POLICE.

SHEET NO. SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 GENERAL NOTES

G-003 OVERALL GROUND FLOOR PLAN

CIVIL

C-001 SITE CIVIL NOTES AND ABBREVIATIONS

C-100 INITIAL SITE PLAN

C-101 NEW WORK SITE PLAN

STRUCTURAL

S-001 STRUCTURAL NOTES AND ABBREVIATIONS

SD101 STRUCTURAL DEMOLITION PLAN

S-101 STRUCTURAL PLAN

S-102 COMPACTOR ROOM ROOF REPAIR

ARCHITECTURAL

CC101 CODE ANALYSIS

A-001 SYMBOLS, ABBREVIATIONS, LEGENDS &

DETAILS

AD101 FIRST FLOOR DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-501 DETAILS

A-502 DETAILS

A-601 SCHEDULES AND DOOR DETAILS

FIRE PROTECTION / ALARM

FP101 FIRE ALARM AND SPRINKLER DESIGN

MODIFICATIONS

AREA MAP LIST OF SPECIFICATIONSLOCATION MAP

BRONX VAMC

PROJECT LOCATION

N

SECTION NO. NAME

000115 LIST OF DRAWING SHEETS

010000 GENERAL REQUIREMENTS

013216.15 PROJECT SCHEDULES

013323 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

013526 SAFETY REQUIREMENTS

014500 QUALITY CONTROL

014529 TESTING LABORATORY SERVICES

015719 TEMPORARY ENVIRONMENTAL CONTROLS

015816 TEMPORARY INTERIOR SIGNAGE

017419 CONSTRUCTION WASTE MANAGEMENT

018113 SUSTAINABLE CONSTRUCTION REQUIREMENTS

019100 GENERAL COMMISSIONING REQUIREMENTS

024100 DEMOLITION

033000 CAST-IN-PLACE CONCRETE

055000 METAL FABRICATIONS

055100 METAL STAIRS

072113 THERMAL INSULATION

078400 FIRESTOPPING

079200 JOINT SEALANTS

081113 HOLLOW METAL DOORS AND FRAMES

083300 COILING DOORS

083301 OVERHEAD SCREEN DOOR

087100 DOOR HARDWARE

089000 LOUVERS AND VENTS

090516 SUBSURFACE PREPARATION FOR FLOOR FINISHES

090600 SCHEDULE FOR FINISHES

092216 NON STRUCTURAL METAL FRAMING

096723.60 RESINOUS URETHANE AND EPOXY MORTAR FLOORING

099100 PAINTING

101400 SIGNAGE

102600 WALL AND DOOR PROTECTION

104413 FIRE EXTINGUISHER CABINET

130541 SEISMIC RESTRAINT REQUIREMENTS FOR NON-

STRUCTURAL COMPONENTS

210800 COMMISSIONING OF FIRE SUPPRESSION SYSTEMS

211313 WET-PIPE SPRINKLER SYSTEMS

SECTION NO. NAME

220511 COMMON WORK RESULTS FOR PLUMBING

220523 GENERAL-DUTY VALVES FOR PLUMBING PIPING

221100 FACILITY WATER DISTRIBUTION

221300 FACILITY SANITARY AND VENT PIPING

230511 COMMON WORK RESULTS FOR HVAC

230512 GENERAL MOTOR REQUIREMENTS FOR HVAC AND STEAM

GENERATION EQUIPMENT

230541 NOISE AND VIBRATION CONTROL FOR HVAC PIPING AND

EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230711 HVAC AND BOILER PLANT INSULATION

230800 COMMISSIONING OF HVAC SYSTEMS

230923 DIRECT-DIGITAL CONTROL SYSTEM FOR HVAC

232113 HYDRONIC PIPING

232123 HYDRONIC PUMPS

232213 STEAM AND CONDENSATE HEATING PIPING

233100 HVAC DUCTS AND CASINGS

233400 HVAC FANS

233600 AIR TERMINAL UNITS

233700 AIR OUTLETS AND INLETS

234000 HVAC AIR CLEANING DEVICES

237300 INDOOR CENTRAL-STATION AIR-HANDLING UNITS

238200 CONVECTION HEATING AND COOLING UNITS

238216 AIR COILS

260511 REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROLS

262416 PANELBOARDS

262726 WIRING DEVICES

262921 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

265100 INTERIOR LIGHTING

270511 REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS

273131 VOICE COMMUNICATIONS SWITCHING AND ROUTING

EQUIPMENT EXTENSION

280500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND

SECURITY

280800 COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY

SYSTEMS

282300 VIDEO SURVEILANCE

283100 FIRE DETECTION AND ALARM

312000 EARTHWORK

SHEET NO. SHEET NAME

MECHANICAL

M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD101 EXISTING / DEMOLITION HVAC PLAN

M-101 NEW WORK HVAC PLAN

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL CONTROLS

ELECTRICAL

E-001 ELECTRICAL NOTES, SYMBOLS, AND

ABBREVIATIONS

ED-101 ELECTRICAL DEMOLITION PLAN

E-101 ELECTRICAL NEW WORK PLAN

E-102 ELECTRICAL NEW WORK PLAN

E-103 ELECTRICAL NEW WORK PLAN

E-401 ENLARGED KITCHEN DISH ROOM ELECTRICAL

PLANS

PLUMBING

P-001 PLUMBING SYMBOLS AND ABBREVIATIONS

PD101 EXISTING / DEMOLITION PLUMBING PLANS

P-101 NEW WORK PLUMBING PLAN

P-401 ENLARGED KITCHEN DISH ROOM PLUMBING

PLANS

P-501 PLUMBING DETAILS

TELECOMMUNICATIONS

TM101 SECURITY PLAN

Revisions: Date:

100% SUBMISSION 2/12/2021

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE:

RENOVATE COMPACTOR STATION

C&S Engineers, Inc 499 Col. Eileen Collins Blvd Syracuse, New York, 13212

(877)CS-SOLVE

Watson Engineering, P.C.

1112 State Route 434 Owego, NY 13827

(607)223-4334 BRONX, NY

02/12/2021

526-19-130

BUILDING 100

C U s e rs

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GENERAL NOTES

EMW MPL

GENERAL NOTES

1. DURING THE EXECUTION OF THIS CONTRACT, THE PROJECT AREA WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER, STAFF, OR OTHER BUILDING OCCUPANTS. ALL WORK SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND IS SUBJECT TO HIS CONTINUOUS APPROVAL.

2. "NORMAL" WORKING HOURS ON THE POST ARE FROM 8:00 AM TO 4:30 PM, MONDAY THROUGH FRIDAY; HOURS OUTSIDE OF "NORMAL" WORKING HOURS ARE DEFINED AS "OFF HOURS". THE CONTRACTOR SHALL DEVELOP A SCHEDULE OF DEMOLITION, NEW INSTALLATION, AND CHANGEOVER OF THE MECHANICAL, PLUMBING, AND UTILITY SYSTEMKS THAT WILL ALLOW FOR MINIMUM DOWNTIME.

3. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF HIS WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES AND DETERMINE

WHAT WORK MUST BE DONE DURING "OFF HOURS".

4. ALL WORK IN OCCUPIED SPACES SHALL BE DONE DURING "OFF HOURS". ALL WORK AS REQUIRED TO RETURN EXISTING SYSTEMS TO FUNCTIONALITY, REPLACE CEILING TILES, AND CONSTRUCTION CLEANUP SHALL BE FULLY COMPLETE AND APPROVED BY THE COR PRIOR TO THE END-OF-SHIFT AND BEFORE THE OPENING OF THE AREA TO STAFF AND OTHER BUILDING OCCUPANTS.

5. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED

SPACES, SUCH AS ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL WORKING HOURS.

PHASING SEQUENCING:

PHASE 1: CONTRACTOR SHALL MOVE THE ESSENTIAL COMPACTOR ROOM EQUIPMENT TO AN EXTERIOR LOCATION TO ALLOW FOR COMPACTOR ROOM OPERATIONS TO CONTINUE. THIS INCLUDES BOTH COMPACTORS, PROVIDING FOR A CONEX STORAGE UNIT TO CONTAIN MEDICAL WASTE, AND DISCONNECTING THE CARDBOARD COMPACTOR SO VA PERSONNEL CAN MOVE IT ACROSS THE LOT. SEE SHEET C-100 FOR THESE EFFORTS. IN ADDITION, PHASE ONE WILL INCLUDE RELOCATING THE RADIATION DETECTION GATES FROM THE COMPACTOR ROOM TO CORRIDOR GG-23 (SEE SHEET AD-101). ICRA BARRIERS ARE TO BE INSTALLED IN PHASE ONE.

PHASE 2: BOTH INTERNAL AND EXTERNAL WORK TO THE COMPACTOR ROOM IS TO OCCUR. THIS INCLUDES ARCHITECTURAL, STRUCTURAL, AND M/E/P/FP EFFORTS. IN ADDITION, THIS INCLUDES INSTALLATION OF NEW WATERPRESS IN ROOM 102 AND CONNECTING WITH A NEW

CHUTE.

PHASE 3: ALL ESSENTIAL EQUIPMENT WILL BE RELOCATED BACK INSIDE THE COMPACTOR ROOM AND RECONNECTED. THE CARDBOARD COMPACTOR WILL BE RELOCATED BY VA PERSONNEL TO THE LOADING DOCK (RECONNECTION PROVIDED BY CONTRACTOR). THE CONEX WILL BECOME THE PROPERTY OF THE VA. THE RADIATION GATE WILL BE REINSTALLED TO THE SAME, ORIGINAL LOCATION IN

CORRIDOR 104.

PHASING

1. THE GENERAL NOTES ON THIS SHEET APPLY TO ALL THE DRAWING DISCIPLINES.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL ASPECTS OF THE DESIGN, TO INCLUDE THE WORK OF SUB-TRADES, PRIOR TO SUBMITTING A

BID.

3. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, ALTHOUGH NO ATTEMPT WAS MADE TO SHOW EVERY OFFSET, FITTING, BEAM, PIPE

SUPPORT, CLEARANCE, ETC. IT IS THE CONTRACTOR’S RESPONSIBILITY TO SURVEY ALL WORK AREAS AND SUBMIT FINAL, DETAILED COORDINATED SHOP DRAWINGS FOR REVIEW BY THE DESIGNER OF RECORD TO ENSURE THAT THE DESIGN INTENT WILL BE MET AND THAT ALL TRADES ARE PROPERLY COORDINATED. CHANGES REQUIRED TO FIT EQUIPMENT, PIPING, AND DUCTWORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. ANY

MAJOR DISCREPANCIES SHALL BE CLARIFIED PRIOR TO SUBMITTAL OF BID.

4. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, TRANSITIONS, FITTINGS, CLEARANCES, POSSIBLES CLASHES, AND ACCESSORIES THAT MAY BE REQUIRED. COORDINATE ALL THE WORK OF ALL THE TRADES TO INSURE ALL DUCTS, PIPES, CONDUITS, ETC. DO NOT CONFLICT AND CLEAR STRUCTURAL AND ARCHITECTURAL MEMBERS. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING COORDINATED SHOP

DRAWINGS FOR REVIEW PRIOR TO STARTING INSTALLATION.

5. CONTRACTOR SHALL VISIT THE SITE AND BE FULLY COGNIZANT OF ALL CONDITIONS PRIOR TO SUBMITTING BID. REPORT ANY DISCREPANCIES TO THE

ENGINEER PRIOR TO SUBMITTAL OF BID.

6. IF A JOB REQUIRES TYING INTO ANY EXISTING MECHANICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY PRE TEST, ADJUST, AND BALANCING (TAB) ACTIVITIES TO VERIFY BASELINE SOURCE CAPACITY FROM THE FACILITY, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY MECHANICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS. UPON DETERMINING INSUFFICIENT SOURCE CAPACITY, THE CONTRACTOR SHALL IMMEDIATELY REPORT FINDINGS TO THE OWNER AND ENGINEER FOR RECORD FOR ADDITIONAL GUIDANCE BEFORE PROCEEDING.

7. IF A JOB REQUIRES TYING INTO ANY EXISTING ELECTRICAL SYSTEM, THE CONTRACTOR SHALL CONDUCT NECESSARY VERIFICATION TO DETERMINE THAT SUFFICIENT ELECTRICAL SOURCE CAPACITY EXISTS FROM THE NEAREST FEED IMMEDIATLEY UPSTREAM OF THE CONNECTION POINT, UNLESS THE OWNER CAN PROVIDE SUFFICIENT FACILITY ELECTRICAL TREND LOGS TO ESTABLISH THAT SUFFICIENT SOURCE CAPACITY EXISTS.

8. THE WORK INCLUDES ALL ITEMS OF THE SPECIFICATIONS THAT ARE EITHER WRITTEN ON THE DRAWINGS OR SEPARATELY IN A SPECIFICATIONS BOOK.

9. WHERE THERE IS A CONFLICT ON THE PLANS, SPECIFICATIONS, NOTES, GENERAL NOTES, REFERENCES, PUBLICATIONS, CODES, ETC. WITH RESPECT TO

CONSTRUCTION, MATERIALS, PRODUCTS, METHODS, WORKMANSHIP, PROCEDURE, EXECUTION, ETC. THE MOST STRINGENT SHALL BE UTILIZED OR INSTALLED. THE MOST STRINGENT SHALL BE DEFINED AS THE SPECIFICATION OR REQUIREMENT THAT ALLOWS ALL SPECIFICATIONS OR REQUIREMENTS THAT ARE IN CONFLICT TO BE SATISFIED. NO RELIEF OR EXTRA PAYMENT SHALL BE MADE TO THE CONTRACTOR BECAUSE OF THIS INTERPRETATION.

10. CONTRACTOR SHALL NOT BEGIN FABRICATION, CUT ANY MEMBERS, OR BEGIN INSTALLATION UNTIL THE SUBMITTALS AND COORDINATED SHOP DRAWINGS HAVE BEEN APPROVED. ANY WORK CONSTRUCTED OR INSTALLED PRIOR TO THE APPROVAL OF SUBMITTALS AND COORDINATED SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK AND SHALL BE REMOVED AND REINSTALLED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE AT THE REQUEST OF THE OWNER'S REPRESENTATIVE TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

11. ALL WORK SHALL BE DONE WITH COMPLETE COMPLIANCE WITH THE PUBLISHED EDITIONS OF THE APPLICABLE CODES AND STANDARDS WHETHER STATUTORY OR NOT. ALL WORK SHALL BE INSTALLED TO COMPLY WITH THE INTERNATIONAL BUILDING MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE CODES, NATIONAL ELECTRICAL CODE, UNDERWRITER'S LABORATORY, INC., AMERICAN NATIONAL STANDARD INSTITUTE, INC., NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION, BASIC ELECTRICAL REGULATIONS, AND CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA).

IF ANY PART OF THE INSTALLATION DOES NOT MEET CODE, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE INSTALLATION. IF ANY PART OF THE PROJECT CANNOT BE INSTALLED TO CONFORM WITH THE PLANS AND/OR SPECIFICATIONS, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO

BEGINNING THE INSTALLATION.

12. UNLESS STATED OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHALL REMAIN THE PROPERTY OF THE PROJECT OWNER.

13. THE CONTRACTOR SHALL DEVELOP AND PRESENT A CONSTRUCTION PLAN AND WORK SCHEDULE WITH ALL PHASING, STAGING, AND SEQUENCING OF WORK

FOR APPROVAL PRIOR TO THE COMMENCEMENT AND BEGINNING IMPLEMENTATION OF HIS WORK. THE CONTRACTOR SHALL DETERMINE PRIOR TO SUBMITTING HIS WORK SCHEDULE, THE SPECIFIC TIME AVAILABILITY OF ALL AREAS AND SPACES AND DETERMINE WHAT WORK MUST BE DONE DURING "OFF

HOURS".

14. WITH THE EXCEPTION OF SIGNIFICANT NOISE GENERATING ACTIVITIES SUCH AS CORE DRILLING, ETC., WORK OUTSIDE OF THE OCCUPIED SPACES, SUCH AS

ON THE ROOF, ETC., MAY BE PERFORMED DURING NORMAL WORKING HOURS.

15. UNLESS SPECIFICALLY NOTED AS EXISTING, ALL ITEMS, EQUIPMENT, AND WORK SHOWN IS NEW AND SHALL BE FURNISHED AND INSTALLED BY THE

CONTRACTOR.

16. DURING THE EXECUTION OF THIS CONTRACT, THE SITE AND BUILDINGS WILL BE OCCUPIED AND IN USE. WORK DONE UNDER THIS CONTRACT SHALL BE PERFORMED WITHOUT INCONVENIENCE TO THE OWNER INSOFAR AS POSSIBLE. ALL WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE

AND IS SUBJECT TO THEIR CONTINUOUS APPROVAL.

17. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ALL CHARACTERISTICS OF THE EQUIPMENT THAT HE INTENDS TO INSTALL AND MUST FOLLOW MANUFACTURER RECOMMENDATIONS FOR PROPER INSTALLATION. IF THERE ARE ANY DIFFERENCES IN THE EQUIPMENT SHOWN ON THE DESIGN DRAWINGS AND THE EQUIPMENT TO BE INSTALLED, THE CONTRACTOR SHALL MAKE ALL CHANGES AND ADJUSTMENTS TO ACCOMMODATE THE NEW EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. THIS APPLIES TO ALL SUPPORT SERVICES AND FACILITIES NECESSARY TO PROPERLY INSTALL THE EQUIPMENT TO FUNCTION ADEQUATELY AS PART OF THE SYSTEMS FOR WHICH THEY WERE DESIGNED AND SELECTED. THESE CHARACTERISTICS INCLUDE SUCH THINGS AS WEIGHT, CLEARANCE, DIMENSIONS, ELECTRICAL, MECHANICAL, PLUMBING, AND UTILITY SERVICES, ETC. ACCOMMODATING SERVICES INCLUDE SUCH THINGS AS DIMENSIONS, LOCATIONS, AND SIZES OF SUPPORTING MEMBERS, PIPE, CONNECTION SIZES, ELECTRICAL SERVICE SIZE AND PROTECTION, ELECTRICAL CONNECTION LOCATION, UTILITY AND PLUMBING CONNECTION SIZES AND LOCATIONS, ETC. ALL REQUIRED CHANGES TO THE CONTRACT DRAWINGS AND SPECIFICATIONS SHALL BE DESIGNED AND STAMPED BY REGISTERED ENGINEERS IN THE APPROPRIATE DISCIPLINE EMPLOYED BY THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE EQUIPMENT SUBMITTALS. ALL CHANGES SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT A/E AND THE

OWNER'S REPRESENTATIVE.

18. BEFORE ANY DEMOLITION OR CONSTRUCTION WORK IS BEGUN, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SURVEY THE EXISTING BUILDING AREA TO BE MODIFIED AND/OR REPLACED TO ACCURATELY DOCUMENT EXISTING CONDITIONS. THIS SURVEY WILL BE USED BY THE OWNER'S REPRESENTATIVE AT JOB COMPLETION TO DETERMINE WHICH BUILDING/SITE COMPONENTS MUST BE REPLACED WITH NEW.

19. UNLESS STATED OTHERWISE, REQUEST APPROVAL FROM THE OWNER'S REPRESENTATIVE SEVEN DAYS IN ADVANCE FOR THE SHUTDOWN OF ANY EXISTING

SYSTEM.

20. UNLESS STATED OTHERWISE, FINAL ADVANCE NOTICE OF 48 HOURS SHALL BE GIVEN TO THE OWNER'S REPRESENTATIVE PRIOR TO THE PROPOSED

SHUTDOWN OF ANY SYSTEM.

21. THE CLOSING AND OPENING OF VALVES SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE; NOTIFY LOCAL AUTHORITIES AS REQUIRED.

22. PROVIDE ADEQUATE FIRE PROTECTION IN THE ENTIRE CONSTRUCTION AREA FOR THE DURATION OF THE CONSTRUCTION PERIOD.

23. THE ENTIRE EXISTING FIRE PROTECTION SYSTEM SHALL BE RESTORED TO FULL OPERATION AT THE END OF EACH WORKING DAY. ALL EXISTING FIRE

ALARMS AND FIRE EXITS AND ANY OTHER ASPECT OF THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN FULL OPERATION. THE COST OF RESPONSE TO ANY FALSE ALARM AS CHARGED BY ANY LOCAL FIRE DEPARTMENT SHALL BE PAID BY THE CONTRACTOR.

24. CONTRACTOR SHALL NOT PENETRATE OR CUT ANY STRUCTURAL MEMBERS NOT SPECIFICALLY SHOWN ON THE DRAWINGS (E.G., JOISTS, BEAMS, ETC.). IF STRUCTURAL MEMBERS CONFLICT WITH ROUTING, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION BEFORE PROCEEDING. EXERCISE CAUTION IN CUTTING CONCRETE FLOORS AND WALLS TO AVOID EXISTING UTILITIES WHICH MAY BE LOCATED IN AND UNDER CONCRETE SURFACES.

25. THE CONTRACTOR SHALL PROVIDE NEW OPENINGS IN WALLS, FLOOR, AND ROOF, AND PATCH EXISTING OPENINGS IN CONJUNCTION WITH THE DEMOLITION

AND

26. INSTALLATION OF THE NEW BUILDING COMPONENTS, INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, AND GENERAL CONTRACTOR'S ITEMS. ALL

NECESSARY FRAMING, COUNTER-FLASHING, ETC. SHALL BE INCLUDED.

27. FOR ALL FLOOR, WALL, AND ROOF PENETRATION, VERIFY THE LOCATION OF THE EXISTING STRUCTURAL MEMBERS PRIOR TO DRILLING AND CUTTING, RELOCATE OPENINGS AS REQUIRED AND OFFSET DUCTS, PIPES, CONDUIT, ETC.

28. ALL EXISTING DUCTWORK, PIPING, CONDUIT, AND MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT NOT TO BE REUSED OR REMAIN IN SERVICE SHALL BE REMOVED FROM THE FACILITY. THE OWNER'S REPRESENTATIVE HAS THE OPTION TO RECLAIM ANY DEMOLISHED MATERIALS OR EQUIPMENT, IN WHICH CASE IT SHALL BE DELIVERED TO THE LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE.

29. FOR EACH PHASE AND BEFORE INTERRUPTING EACH EXISTING UTILITY, DETERMINE, IN ADVANCE, IF ANY DOWNSTREAM SERVICE BEYOND THE CONSTRUCTION AREA OF THE PHASE, WILL BE INTERRUPTED AND PROVIDE A TEMPORARY SERVICE BYPASSING THE CONSTRUCTION AREA. DETERMINE ALL SUCH TEMPORARY SERVICES PRIOR TO SUBMITTING BID. THERE WILL BE NO FUTURE CONSIDERATION TO THE CONTRACTOR FOR ANY TEMPORARY SERVICES REQUIRED. PREPARE A DETAILED SHOP DRAWING SHOWING ALL OF THE EXISTING UTILITIES IN THEIR RELOCATED LOCATION AND ALL THE NEW

HVAC SYSTEMS.

30. THE FLOOR AREAS BELOW OVERHEAD WORK, WHERE WELDING "HOT WORK" IS TO BE PERFORMED, SHALL BE CLEARED TO A MINIMUM DISTANCE OF 36 FEET BEYOND THE POINT DIRECTLY BELOW THE OVERHEAD "HOT WORK". ALL FLAMMABLE MATERIALS SHALL BE CLEARED TO A DISTANCE 50 FEET BEYOND

THE POINT DIRECTLY BELOW THE OVERHEAD "HOT WORK".

31. EXISTING DUCTWORK, DOMESTIC COLD WATER PIPING, DOMESTIC HOT WATER PIPING, CHILLED AND HEATING HOT WATER PIPING, WASTE, VENT, FIRE SPRINKLER LINES, FIRE ALARM EQUIPMENT, ELECTRICAL CONDUIT, TELEPHONE CONDUIT, COMMUNICATION CONDUIT, PNEUMATIC TUBING, ETC., MAY HAVE TO BE RELOCATED TO FACILITATE THE INSTALLATION OF THE NEW WORK. THE CONTRACTOR SHALL DETERMINE ALL EXISTING SERVICES THAT REQUIRE RELOCATION PRIOR TO SUBMITTING HIS BID AND INCLUDE ALL COSTS IN THE BID. THERE WILL BE NO EXTRA COMPENSATION TO THE CONTRACTOR FOR THIS

WORK.

32. THE CONTRACTOR IS HEREBY NOTIFIED THAT SOME WORK MAY BE REQUIRED OUTSIDE OF THE AREAS SHOWN ON THESE DRAWINGS. THIS COULD INCLUDE ELECTRICAL WORK, REFRIGERANT LINE ROUTING, CONTROL MODIFICATIONS OR CONNECTIONS AT REMOTE LOCATIONS, CONTROL PANELS, CPU'S, ETC.

33. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE, INCLUDING WATER DAMAGE, TO PROPERTY AND EQUIPMENT CAUSED BY HIS WORK THROUGHOUT THE

CONSTRUCTION AND WARRANTEE PERIOD.

34. ALL CEILING DEMOLITION WORK SHALL BE DONE AFTER NORMAL WORKING HOURS. THE INSTALLATION OF THE NEW CEILING SHALL BE DONE AFTER NORMAL WORKING HOURS. THE WORK AREA SHALL BE CLEANED BEFORE THE START OF EACH WORKING DAY.

35. REMOVE T-BARS AND 2X4 CEILING PANELS AS REQUIRED FOR THE DEMOLITION AND THE INSTALLATION OF THE NEW WORK. REINSTALL EXISTING OR REPLACE WITH NEW AS REQUIRED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. FOR ANY HARD CEILING AREA, CUT AND DEMOLISH ENOUGH OF THE HARD CEILING TO DO THE WORK REQUIRED. REBUILD AND PATCH THE DEMOLISHED. FINISH AND PAINT TO MATCH EXISTING TO THE SATISFACTION

OF THE OWNER'S REPRESENTATIVE.

36. ANY DEVICE THAT REQUIRES ACCESS FOR ADJUSTMENT OR ROUTINE MAINTENENANCE, SUCH AS BUT NOT LIMITED TO VALVES, VOLUME DAMPERS, CONTROL DEVICES, VAVS, ETC. SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION.

37. ALL UL LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING. MAXIMUM FUSE SIZES MEANS FUSE PROTECTION IS REQUIRED.

38. PATCH AND PAINT TO MATCH EXISTING, ALL SURFACES DAMAGED BY THE DEMOLITION AND ALL OPENINGS NOT TO BE REUSED.

39. REPAIR DAMAGE TO CEILING, WALLS, ETC. TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

40. WHEN A DETAIL OR NOTE IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THE DETAIL OR NOTE TO EVERY SIMILAR CONDITION, WHETHER OR NOT

THE REFERENCED DETAIL OR NOTE IS REPEATED OR REFERENCED.

41. WHERE NO CONSTRUCTION DETAIL IS INDICATED, SUCH WORK SHALL BE SIMILAR TO COMPARABLE WORK DETAILED OR NOTED ELSEWHERE OR TO MATCH

EXISTING

42. CONDITIONS, SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE.

43. ALL HOLES, VOIDS, AND DAMAGED OR UNEVEN SURFACES WHICH ARE CAUSED BY THE CONTRACTOR'S WORK AND WHICH REMAIN EXPOSED IN THE WALL, FLOOR, CEILING, OR OTHER SURFACES SHALL BE PATCHED, REPAIRED, AND BROUGHT FLUSH WITH THE ADJACENT CONSTRUCTION. SUCH SURFACES, NOT CONCEALED BY THE NEW CONSTRUCTION, SHALL MATCH IN EVERY RESPECT THE EXISTING NON-DAMAGED CONSTRUCTION. REMOVE EXISTING UTILITIES

BACK BEHIND EXISTING SURFACES AND CAP SO AS NOT TO INTERFERE WITH NEW PATCHES.

44. WHEREVER NEW WALL, FLOOR, OR CEILING FINISHES ARE INDICATED, THE CONTRACTOR SHALL BRING EXISTING ELECTRICAL, MECHANICAL, PLUMBING, AND

OTHER BUILDING COMPONENTS FLUSH WITH THE NEW FINISHED SURFACES IF APPROPRIATE.

45. THE DEMOLITION SHALL INCLUDE ALL ASSOCIATED ANCHORAGES, HANGERS, SUPPORTS, BRACES, FASTENERS, MASTIC, MORTAR, LATH, AND RELATED ITEMS. THE EXISTING SUBSTRATE, INCLUDING CONCRETE, MASONRY, METAL FRAMING AND FURRING SHALL BE REPAIRED WHERE DAMAGE BY THE

CONTRACTOR'S WORK.

46. PROVIDE ALL VALVES, INSTRUMENTS, FITTINGS, ETC. AS SHOWN ON THE PIPING DIAGRAMS, SCHEMATICS, ETC. IT IS NOT POSSIBLE TO SHOW ALL VALVES, INSTRUMENTS, ETC. ON THE PLANS, HOWEVER, SELECTED VALVES HAVE BEEN SHOWN FOR REFERENCE. ALL VALVES SHALL BE ACCESSIBLE FROM THE

FLOOR OR FROM FIXED PLATFORMS.

47. ALL NEW FIRE ALARM DEVICES INSTALLED IN HVAC EQUIPMENT SUCH AS SMOKE DETECTORS, SMOKE DAMPERS, FIRE/SMOKE DAMPERS, ETC. SHALL BE

CONNECTED TO THE MAIN FIRE ALARM PANEL.

48. ALL EQUIPMENT AND MATERIALS SUBJECT TO THE WEATHER THAT ARE NOT FACTORY PAINTED SHALL BE FIELD PAINTED AND WEATHER PROOFED WITH PRIMER, AND TWO COATS OF EXTERIOR PAINT. MATCH THE COLOR OF THE EXISTING BUILDING EXTERIOR. THE COLOR AND QUANTITY OF THE PAINT IS

SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. SUBMITTAL REQUIRED.

49. ANY ANTICIPATED HAZARDOUS MATERIALS (HAZMAT) IS INDICATED ON THE DRAWINGS, HOWEVER, IT IS IMPOSSIBLE TO PREDICT WHERE EXACTLY ALL HAZMAT MAY BE ENCOUNTERED. IF HAZMAT IS ENCOUNTERED OR SUSPECTED AT ANY POINT DURING CONSTRUCTION, CEASE ALL WORK IMMEDIATELY AND

CONTACT THE OWNER’S REPRESENTATIVE FOR GUIDANCE.

50. THE CONTROLS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAKING THE CONTROL SYSTEM COMPLETE AND FULLY OPERABLE. THE CONNECTION TO THE EXISTING CONTROL SYSTEM SHALL BE COMPLETE SUCH THAT ALL NEW MONITORING AND CONTROL POINTS ARE RECOGNIZED BY THE EXISTING CONTROL SYSTEM AND THAT ALL NEW POINTS CAN BE READ, ACTUATED, AND RESET FROM THE EXISTING FRONT END, AND VICE-VERSA. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE IF THERE IS ENOUGH SPACE AND/OR COMPATABILITY EXISTS TO USE EXISTING CONTROLLERS OR OTHER ASSOCIATED EXISTING CONTROLS EQUIPMENT. IF COMPATIBILITY AND/OR SPACE DOES NOT EXIST, IT IS THE CONTROLS CONTRACTOR RESPONSIBILITY TO PROVIDE THE REQUIRED CONTROLLERS, BRIDGES, ETC. TO ALLOW FULL INTEGRATION OF REQUIRED POINTS AND TO SATISFY THE SEQUENCE OF OPERATIONS. THE ENGINEER SHALL BE NOTIFIED WHEN EACH PHASE OF THE SYSTEM HAS BEEN COMPLETELY CHECKED OUT, ADJUSTED, CALIBRATED, AND PUT INTO FINAL WORKING CONDITION WITH ALL THE TROUBLESHOOTING COMPLETED. A SUBSEQUENT JOBSITE MEETING WILL BE SCHEDULED WITH TWO WEEKS NOTICE AT WHICH TIME THE CONTROLS CONTRACTOR WILL DEMONSTRATE THE OPERATION OF THE CONTROL SYSTEMS TO ALL CONCERNED. IF ANY ITEMS OF THE CONTROL SEQUENCE CANNOT BE SUCCESSFULLY DEMONSTRATED OR REQUIRE FURTHER TROUBLESHOOTING, A SUBSEQUENT CONTROLS INSPECTION WILL BE REQUIRED AND WILL BE AT THE CONTRACTOR'S EXPENSE. THIS PROVISION SHALL BE A CONDITION OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE PREPARED TO DEMONSTRATE ALL ITEMS IN THE SEQUENCE OF OPERATION. SUBSEQUENT CONTROLS DEMONSTRATIONS AND

VERIFICATIONS WILL BE REQUIRED AT THE COMPLETION OF THE PROJECT.

51. UNLESS THE OWNER CHOOSES TO USE THEIR OWN THIRD PARTY COMMISSIONING AGENCY, THE CONTRACTOR SHALL UTILIZE A THIRD PARTY COMMISSIONING AGENCY FOR ALL NECESSARY FINAL TESTING, ADJUSTING, AND BALANCING (TAB) AND BUILDING SYSTEM COMMISSIONING. FULL DOCUMENTATION, TO INCLUDE NECESSARY FACILITY STAFF TRAINING, SHALL BE COMPLETED AND SUBMITTED TO ALLOW FOR REQUIRED CONTINUED

OPERATION AND MAINTENANCE.

52. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL THREE PHASE PANELS ARE BALANCED WITH RESPECT TO LOAD ON EACH PHASE TO FULLEST EXTENT POSSIBLE, TO INCLUDE BUT NOT LIMITED TO METERING EACH PHASE FOR VERIFICATION.

CHAINLINK FENCE

RECEPTION

ENGG

FILE ROOM

UP

UP

UP

UP

UP

UP

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

F.E.C.

REF

GC-17

GC-16

GC-16A

GC-22

GC-23

GC-109

GC-105

GC-21

GC-21A

GC-101

GC-100

CG-27

CG-101

GC-116

GC-114

GC-112

GC-110

GC-111

GC-113

GC-13

GG-7A

GC-09B

GA-02

GC-01A

GC-01

GC-06A

GA-06

GC-06

GA-07A

GC-05

GA-08

GA-05

CG-4

107 106

GD-31

CG-04

G D

CG-27A

GD-02

CG-17

GD-01

GC-32

GC-33

CG-5

GD-04

CG-104

GD-102

GD-39B

GD-05

GD-07

GD-06

GD-30

CG-20A

GD-39

GD-37

GC-2

GC-3

GD-16

GD-08

GD-09

CG-20

GD-15

GD-108

GD-110

CG-14

GD-25

GD-10

GD-21

GD-114

GD-111

GD-108

GD-40a

GD-39

GD-38

GD-39

GD-9A

GA-7A

GA-11

GA-11A

CG-7

GA-1B

GA-1A

GA-12

CG-3

CG-1

GE-01

1D-74A

GC-03A

CG-2

GA-09

G-DA

GG-7

GG-7B

GG-9

GA-15

GA-07

GA-14

CG-6

GA-01 GA-02B

GA-02

GD-40b

GA-11B

GE-01

GA-13

GA-11D

GD-01

GE-01

GE-02

GA-06

GA-13B

GA-13C

GA-05

GA-04

3A

GD-40b

GA-03

GB-01

GB-01A

GE-01C

GE-08

GE-08A

GE-10A

CG-25

GE-10

GE-12

GE-08

GE-05

GE-06

GE-07

GE-09

GE-04

GE-04

GE-01E

GA-13A

GB-20

GE13

CG-26

G E

GG-02

GB-19

GG-01C

GG-01B

GB-18

GB-17

GB-13

GB-14

GB-22

GG-08A

GG-08B

GB-24

GB-26

GB-27

GG-33

CG-08

GB-15

GG-31

G B

GB-02

GB-09

GG-11

GB-03

GB-10

GB-05

GB-05A

GB-06

GB-08A

GB-05

G B

GB-07

GG-08

GG-12

GB-11

GB-10

CG-32

GA-2

GA-2

CG-32

GH-01

GH-05

GH-03

GH-02

GG-09E

GG-08E

GG-08D

GG-08C

GA-13D

GA-03A

GD-03

GC-118

GC-102

GC-104

GC-106

GC-108 GC-115

GC-107

GC-103A

GC-103

GC-125

GC-123

GC-121

CG-103

GD-106

GD-100

GD-112

GD-115

GD-113

GD-103

GD-107

GD-105

GD-101

GD-27A

GD-27

GD-23

GD-25

GD-12

GD-09A

GD-11

GD-13

GD-15A

GD-17

GD-19

GD-14

CG-102

GC-119

GC-119A

GC-118B

GC-03B

GC-07

GE-01

GE-04

GE-11

1C-82

GA-03

NO. 10

NO. 5

NO. 13

ELEV.

LOADING PLATFOROOM

ELECTRICAL NETWORK ROOM No. 1

EQUIPMENT ROOM

ATRIUM

STORAGE

STORAGE

SAFETY AND

STAIR NO. 2

GEMS

OFFICE

STORAGE

MECHANICAL

COPY/MAIL

RECEPTION

WAITING

CORRIDOR

CORRIDOR

ENERGY

ASSISTANT BUDGET

PROGRAM

TOILET

TOILET

BLUEPRINT ROOM

DUMB WAITER

OFFICE

PIPE SPACE

UNEXCAVATED

STORAGE & WORK ROOM

MEDICAL RECORDS

MACHINE ROOM

NO. 14

ELEV.

MAINTENANCE SUPPLIES

CLEAN LINEN ROOM

SUPPLIES STORAGE

O.R. STORAGE

F.M.P. STORAGE

F.M.P. OFFICE

F.M.P. OFFICE

F.M.P. OFFICE

OFFICE

CORRIDOR

EQUIPMENT ROOM

MRI EXAM ROOM

ROOM

PREP.

STORAGE

STORAGE

FILM

DRESSING

TOILET

STORAGE

DRESSING

DRESSING

KITCHEN

CORRIDOR

WAITING ROOM

WAITING ROOM

PROCESSING

J.C.

TOILET

CORRIDOR

STORAGE

OFFICE

TECHNICAL

MRI OFFICE

MRI VIEWING

CORRIDOR

ENTRANCE

NO. 6

STAIR

NO. 6

TELEPHONE

CLINIC

C L O S E T

E L E C T R

IC

A L

CORRIDOR

WAITING/

CORRIDOR

W/C TOILET

MALE W/C TOILET

FEMALE

CORRIDOR

PLASTER & LAMIN.

CORRIDOR

AESTHETICS

N AND HSC

STAFF LOCKERS

FEMALE

EXAM ROOM 3

CHIEF

THERAPISTS

EQUIPMENT ROOM

CORRIDOR

18X ACCELERATOR

WAITING AREA

SUBWAITING

STORAGE

DRESSING

CORRIDOR

PHYSICS LAB

MALE LOCKER

POLICE

FEMALE

POLICE

CORRIDOR

SIMULATOR

DARK ROOM

DIRECTOR

INTERNS OFFICE

DIRECTOR

INTERNSHIP

SHOWERS

MALE STAFF

LOUNGE

FEMALE STAFF

STORAGE

LOUNGE

FEMALE STAFF

MALE STAFF LOCKERS

F.M.P. STORAGE

MECHANICAL

SHAFT

SHOP

BARBER ELECTRICAL CLOSET

ELEV.

NO. 11

ELEV.

NO. 12

ELEV.

CORRIDOR

CLOSET

TELEPHONE

ACCESS

TUNNEL

LINKS

H.R.

ELEVATOR LOBBY

NO. 7

ELEV.

NO. 8

ELEV.

NO. 9

ELEV. CORRIDOR

DIET COMMUNICATION DIETETIC OFFICE

TRAY ASSEMBLY AREA

TOILET & CHANGING ROOM

F.M.P. OFFICE

NO. 4

ELEV.

NO. 5

ELEV.

NO. 6

ELEV.

NO. 1

ELEV.

NO. 2

ELEV.

NO. 3

ELEV.

ELEVATOR LOBBY

EQUIPMENT ROOM

CLOSET

ELECTRICAL

CORRIDOR

UNEXCAVATED

CORRIDOR

SUPERVISORS OFFICE

MECHANICAL SHAFT

SUP. & CLERK

ASSISTANT

EQUIPMENT & STORAGE

CORRIDOR

LOCKERS

MALE STAFF

VESTIBULE

CLOSET

TRANSFOROOMERS

TOILET

MALE STAFF

LOCKERS

FEMALE STAFF

SOILED RECV. & DECONTAMINATION

STAFF

FEMALE

CART WASH

MANUAL CART WASH

AUTOMATIC

SOILED DISHES

CLEAN DISHES

DISPATCH AREA

CART WASH

GLASS WASH

J.C.

TRASH

KEEPING

HOUSE

FOOD PROCESSING

POT WASHING

SOILED RECEIVING & DECONTAMINATION

EQUIPMENT & STORAGE

SPD DISPATCH

OFFICE

MEAT & VEGETABLE

DEVELOPMENT OFFICE

INGREDIENT ROOM

STORAGE

NONFOOD

NUTRITION STORAGE

CORRIDOR

SUBSISTENCE STORAGE

GENERATOR SPACE

EMERGENCY

ROOM

EQUIPMENT

VEG. FRIG.

PRE-FAB

MEAT FRIG.

PRE-FAB

FOOD BANK

REFRIGERATION

DAIRY

PROCESS STORES

FROZEN FOODS

ASSEMBLY & CLEAN WORK AREA

EQUIPMENT & STORAGE

EQUIPMENT

CORRIDOR

STAIR

NO. 7

C L O S E T

E L E C T R

IC

A L

SYRINGE

ROOM

TOILET

FEMALE STAFF

TOILET

MALE STAFF

MAIL CTR.

PAPER STORAGE

SPD CLERKS

HVAC SHOP

STOREKEEPER

STORAGE

H.A.C.

MALE STAFF TOILET

FEMALE STAFF TOILET

CORRIDOR

LOADING PLATFOROOM

PALLET STORAGE

WAREHOUSE

HVAC SHOP

CORRIDOR

C O R R

ID

O R

BIOMEDICAL ENGINEERING

PAINT SHOP

CORRIDOR

MAINTENANCE SHOP

ELECTRICAL SHOP

CARPENTRY SHOP

FOREMAN

PLUMBING SHOP

SHOP AREA

ADDITIONAL

EQUIPMENT ROOM

MECHANICAL

C O R R

ID

O R

STORAGE

STORAGE

FLAMMABLE

CORRIDOR

FOREMAN

ROOM

F.M.P. LOCKER

STAIR

"B"

CORRIDOR

CLOSET 'GG'

ELECTRICAL CLOSET

CORRIDOR

NETWORK ROOM

ELECTRICAL

DISTRIBUTION ROOM 2

PLATFOROOM

LINEN & TRASH DOCK

EQUIPMENT ROOM

MECHANICAL

VESTIBULE

STAIR

NO. 6

ELEV.

NO. 16

MORGUEELEV.

NO. 15

CANTEEN

VESTIBULE

VESTIBULE

LINEN CHUTE

TRASH

CHUTE

ADJUSTABLE

RAMP

ADJUSTABLE

RAMP

E L E V

N O

E L E V

N O

E L E V

N O

E L E V

N O

E L E V

N O

MECHANICAL

TOILET

PROGRAM

CLEAN &

TELEPHONE

DETERGENT

CENTRAL

CONTROL

SERVICE

PASSENGER

DIETETIC

TELEPHONE

STAIR

PATIENT

MECHANICAL

F.M.P.

MECHANICAL

PREVENTIVE

ELECTRICAL

TELEPHONE

CLOSET

ELEVATOR

EXAM ROOM 1

MECHANICAL

GAS

MECHANICAL

STAIR

"F"

FREEZER

BREAKROOM

CLEAN RECEIVING

STORAGE

EQUIPMENT &

SPD CORRIDOR

EXAM ROOM 2

THERAPIST

OFFICE

OCCUPATIONAL

HEALTH AREA

TOILET

ENGINEER

DIRECTOR

MAINTENANCE

CONTROLLER

MANAGEMENT

SPECIALIST

EMERGENCY

CONFERENCE ROOM

JANITORS

CLOSET KITCHENETTE

CLOSET

SAFETY

SUPERVISOR

STORAGE

INDUSTRIAL

HYGIENIST

SUPERVISOR

MAINTENANCE

OPERATIONS

SUPERVISOR

PROJECTS AND

PLANNING

PROJECTS AND

PLANNING

CORRIDOR

CONFERENCE ROOM

UNION

LOCKER

SECTION OFFICE

TOILET

STORAGE

CONFERENCE ROOM

STORAGE

N AND HSC

OFFICE

DIRECTOR

TOILET

EMS INTERN

SIGN AGE

ASSOCIATE

DIRECTOR

HOSPITALITY

OFFICE

RECEPTION

WAITING

CONFERENCE ROOM

KITCHENETTE

MANAGER

PRACTICE

MEETING ROOM

RECEPTION

NURSE

OFFICE

BLOCK

MOLD ROOM

TOILET

TOILET

SUPPLY

CLEAN

STORAGE

EQUIPMENT

PHYSICISTS

DOCTORS

OFFICE

OFFICE

FILM

STORAGE

CORRIDOR

ASSISTANT

PROGRAM

SECURE FILES

STORAGE

CONTROL

ROOM

ROOM

OFFICE

OFFICE

STORAGE

DISTRIBUTION ROOM 1

STORAGE

D.F.

D.F.

D.F.

D.F.

D.F.

P-401

P-401

E-401

E-401

D1

CC101

S-102

S-101

SD101

F1

AD101

E1 A-101

F1 A-601

FP101

FP101

MD101

M-101

D4

ED101

E8

ED101

F4 E-101

E3 E-102

PD101

PD101

P-101

TM101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE:

RENOVATE COMPACTOR STATION

C&S Engineers, Inc 499 Col. Eileen Collins Blvd Syracuse, New York, 13212

(877)CS-SOLVE

Watson Engineering, P.C.

1112 State Route 434 Owego, NY 13827

(607)223-4334 BRONX, NY

02/12/2021

526-19-130

BUILDING 100

C U s e rs

\m a tt \O n e D ri v e

\D o c u m e n ts

\R e n o v a te C o m p a c to r S ta ti o n

C e n tr a l_ m a tt

T

E

.r v t

/2

/2

:4

:4

P

M

G-003

OVERALL GROUND FLOOR PLAN

EMW MPL

1" = 20'-0"

OVERALL GROUND FLOOR PLAN

N

1Revisions: Date:

100% SUBMISSION 2/12/2021

ALL CONTRACTOR ACCESS TO THE

PROJECT SITE SHALL BE VIA THE

WAREHOUSE LOADING DOCK.

CW

D

CI

DI

SS

SD

SD

RCP

A

G

BBD

C

ST

CR

HPC

HTWR

HPS

HWS

P

CATV

CCTV

FO

T

CW

HW

A-512 D2

A

W

FH

S

CO

E

A C201

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FSS FLOW SENSING SWITCH

FT FEET OR FOOT

FTG FOOTING

FW FLOOD WALL

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GEN GENERATOR

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GPD GALLONS PER DAY

GR BM GRADE BEAM

GT GREASE TRAP

GTV GATE VALVE

GUT GUTTER

H&CW HOT AND COLD WATER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HEX HEXAGON

HH HAND HOLE

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HT HEIGHT

HTHW HIGH TEMPERATURE HOT WATER

HTWR HEATING WATER RETURN

HTWS HEATING WATER SUPPLY

HV HOSE VALVE

HW HOT WATER

HWB HOT WATER BOILER

HWL HOT WATER LINE

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWT HOT WATER TANK

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER OR INSIDE

DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INCR INCREMENT

INFO INFORMATION

INSTL INSTALL

INSTR INSTRUMENT

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IPT IRON PIPE THREADED

IRREG IRREGULAR

ISO ISOMETRIC

IW IRRIGATION WATER

KWY KEYWAY

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LS LUMP SUM

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

SITE ABBREVIATIONS

AB ANCHOR BOLT

ABAN ABANDON

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

ADDM ADDENDUM

AGGR AGGREGATE

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE OR ALTITUDE

ALUM ALUMINUM

AMT AMOUNT

APPD APPROVED

APPROX APPROXIMATE

APPX APPENDIX

ASB ASBESTOS

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS

ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BAL BALANCE

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BKGD BACKGROUND

BL BASE LINE

BLDG BUILDING

BLR BOILER

BLT BUILT

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BN BULLNOSE

BRG BEARING

BSTR BOOSTER

BV BALL VALVE

BW BOTH WAYS

BWG BIRMINGHAM WIRE GAUGE

C TO C CENTER TO CENTER

CALC CALCULATE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT CEMETERY

CEM CEMETERY CEMENT

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY

CH CHANNEL OR CHILLER

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CCHW CHILLED WATER CIRCULATING HOT

WATER

CHW CIRCULATING HOT WATER CHILLED

WATER

CHWP CHILLED WATER PUMP

CHWPP CHILLED WATER PRIMARY PUMP

CHWR CHILLED WATER RETURN

CHWRP CHILLED WATER RECIRCULATING

PUMP

CHWS CHILLED WATER SUPPLY

CHWSP CHILLED WATER SECONDARY PUMP

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON

PIPE

CIR CIRCLE

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLASS CLASSIFICATION

CLL CONTRACT LIMIT LINE

CLOS CLOSURE

CLR CLEAR

cm CENTIMETER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CND CONDUIT

CNDS CONDENSATE

CNR CORNER

CNTOR CONTACTOR

CO CERTIFICATE OF OCCUPANC,

CLEANOUT, COMPANY, OR CUTOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONDN CONDENSATION

CONF CONFERENCE

CONSTR CONSTRUCTION

CONSULT CONSULTANT

CONT CONTINUE

CONTR CONTRACT OR CONTRACTOR

COORD COORDINATE

COR CHANGE ORDER REQUEST

CORR CORRIDOR

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

P PUMP

PA PIPE ANCHOR

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCT PERCENT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE

GRADE

PH PHASE

PHOTO PHOTOGRAPH

PHWR PRIMARY HOT WATER RETURN

PHWS PRIMARY HOT WATER SUPPLY

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PL PROPERTY LINE

PLAS PLASTIC PLASTER

PMPSCT PUMP SUCTION

PN PART NUMBER

PNEU PNEUMATIC

PO POST OFFICE OR PURCHASE

ORDER

POLY POLYETHYLENE (PLASTIC)

PORT PORTABLE

POTW POTABLE WATER

POW LN POWER LINE

PP POLYPROPYLENE (PLASTIC)

PR PUMPED RETURN

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR

PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PT CONC POST-TENSIONED CONCRETE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PV PAVED

PV RD PAVED ROAD

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT

PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REBAR REINFORCING STEEL BARS

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RST REINFORCING STEEL

RT RIGHT

RV RELIEF VALVE

RW ROADWAY

RWL RAIN WATER LEADER

RWR RECESSED WASTE RECEPTACLE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SDL SADDLE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SJ SCORED JOINT

SLV SLEEVE

SM SILTY SAND

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SPR SPRINKLER LINE

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER, STEAM SUPPLY,

OR STORM SEWER

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET

ST W STORM WATER

STA STATION

STD STANDARD

STIR STIRRUP

STM STEAM

SUCT SUCTION

SUPT SUPPORT

SURF SURFACE

SURV SURVEY

SUTK SUMP TANK

SW SIDEWALK

SWG SEWAGE

SWR SEWER

SYM SYMBOL

T&M TIME AND MATERIALS

TAN TANGENT

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TN TRUE NORTH

TNL TUNNEL

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF

CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TP TELEPHONE POLE

TR TOP OF RIM

TWR TREATED WATER RETURN

TWS TREATED WATER SUPPLY

TYP TYPICAL

UFC UNIFORM FIRE CODE

UGND UNDERGROUND

UNFIN UNFINISH

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCO VACUUM CLEANER OUTLET

VCT VITRIFIED CLAY TILE VINYL

COMPOSITION TILE

VERT VERTICAL

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WIDE

W/ WITH

W/O WITHOUT

WI WROUGHT IRON

WL WATER LINE

WLD WELDED

WM WATER METER WIRE MESH

WM WIRE MESH WATER METER

WO WORK ORDER

WP WATER PUMP

WT WATER TABLE

WT EL WATER ELEVATION

WTR WATER

WW WASTE WATER

WW WASTE WATER WARM WHITE;

WIREWAY

XFMR TRANSFORMER

COV PL COVER PLATE

CP CONCRETE PIPE OR CONTROL PANEL

CPLG COUPLING

CPM CRITICAL PATH METHOD

CRCMF CIRCUMFERENCE

CRN CROWN

CRP CONDENSATE RETURN PUMP

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CRT YD COURTYARD

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSP CONCRETE SEWER PIPE

CSTL CAST STEEL

CTR CENTER, CONTOUR, OR COOLING TOWER RETURN

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CW CLOCKWISE OR COLD WATER PIPING

CWP CIRCULATING WATER PUMP OR

CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D PENNY (NAIL)

DA DRAINAGE AREA

DAT DATUM

D-B DESIGN-BUILD

DBA UNIT OF SOUND LEVEL

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DEV DEVELOPMENT

DHW DOMESTIC HOT WATER

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOM DOMESTIC

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DSBL DISABLE

DSGN DESIGN

DW DOMESTIC WATER

DWG DRAWING

DWR DOMESTIC WATER RETURN OR

DRAWER

DWS DOMESTIC WATER SUPPLY

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EW EACH WAY

EXCL EXCLUDE

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F FAHRENHEIT FEMALE; FIRE LINE

F FEMALE FAHRENHEIT; FIRE LINE

F FIRE LINE

F METER FLOWMETER

F/F FACE TO FACE

FACIL FACILITY

FD FLOOR DRAIN

FF EL FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIG FIGURE

FIL FILLET

FIN FINISH

FLG FLANGE

FLL FLOW LINE

FLR FLOOR

FLRD FLARED

FLTR FILTER

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

ELEVATION INDICATOR

SITE SYMBOLS - GENERAL

BENCHMARK

IDENTIFICATION DEVICE INDICATOR

KEYNOTE INDICATOR

DRAWING BLOCK TITLE WITH

GRAPHIC SCALE (SHOWN HALF

ACTUAL SIZE)

CONCRETE SECTION

CONCRETE PLAN

WELD, BASIC BACK, ARROW SIDE

WELD, BASIC FILLET, ARROW SIDE

WELD, BASIC FILLET, BOTH SIDES

GRATING, PLAN

GRATING, SECTION

PIPING, SCREWED GATE VALVE

PIPING, PUMP

EARTH, CRUSHED ROCK GRAVEL

EARTH, UNDISTURBED

EARTHWORK, COMPACTED FILL

EARTHWORK, GRAVEL, POROUS FILL

EROSION AND SEDIMENTATION CONTROL,

FILTRATION BED

RIPRAP

ASPHALT, SECTION

FENCE

TREE, DECIDUOUS NEW

TREE, DECIDUOUS NEW

HYDRANT, FIRE

200'100'50'0

PLAN

SCALE

CENTER LINE INDICATOR

DEMOLITION LINE

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

BREAK, ROUND (USER DEFINES SIZE)

DETAIL INDICATOR

DIMENSION (CIVIL ONLY)

FEATURES ABOVE LINE INDICATORMATCHLINE

SEE

XX/XXX

REVISION INDICATOR (SHOWN WITH CLOUD)

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - METALS

WELD, SUPPLEMENTARY, ALL AROUND

SITE SYMBOLS - EARTHWORK

WATER VALVE

DRAIN LINE

PIPE LINE, CAST IRON

PIPE LINE, DUCTILE IRON

WASTE LINE, SANITARY SOIL (ABOVE FLOOR)

DRAIN LINE, STORM (ABOVE FLOOR)

DRAIN LINE, STORM (BELOW FLOOR)

PIPE LINE, REINFORCED CONCRETE

COMPRESSED AIR LINE

GAS LINE

BOILER BLOW DOWN LINE

CONDENSATE LINE

DRAIN LINE, CONDENSATE

RETURN LINE, CONDENSER WATER

RETURN LINE, HIGH PRESSURE CONDENSATE

RETURN LINE, HIGH TEMPERATURE HOT WATER

SUPPLY LINE, HIGH PRESSURE STEAM

SUPPLY LINE, LOW TEMPERATURE HOT WATER

POWER LINE

CABLE TELEVISION LINE

CLOSED CIRCUIT TELEVISION LINE

FIBEROPTICS LINE

TELEPHONE LINE

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - IMPROVEMENTS

UTILITY, WATER MANHOLE

WATER LINE, COLD

WATER LINE, HOT

HYDRANT PAN, FIRE

UTILITY, UTILITY POLE

UTILITY, SANITARY MANHOLE

UTILITY, SANITARY CLEANOUT

ELECTRICAL, GUY WIRE

UTILITY, ELECTRICAL MANHOLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE:

RENOVATE COMPACTOR STATION

C&S Engineers, Inc 499 Col. Eileen Collins Blvd Syracuse, New York, 13212

(877)CS-SOLVE

Watson Engineering, P.C.

1112 State Route 434 Owego, NY 13827

(607)223-4334 BRONX, NY

02/12/2021

526-19-130

BUILDING 100

G :\M y D riv e\

W at so n

En gi ne er in g\

1- W at so n En gi ne er in g, P

C \2

9\

VA

\V

A-

R en ov at e C om pa ct or

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(B ro nx )\W at so n D ra w in gs

\R ev it\ R en ov at e

C om pa ct or S ta tio n_ de ta ch ed _s rb .rv t 2/

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8:

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AM

C-001

SITE CIVIL NOTES AND

ABBREVIATIONS

EMW SRBRevisions: Date:

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

AE:

RENOVATE COMPACTOR STATION

C&S Engineers, Inc 499 Col. Eileen Collins Blvd Syracuse, New York, 13212

(877)CS-SOLVE

Watson Engineering, P.C.

1112 State Route 434 Owego, NY 13827

(607)223-4334 BRONX, NY

02/12/2021

526-19-130

BUILDING 100

C :\U se rs

\S co tt Be em an

\D oc um en ts \R en ov at e

C om pa ct or S ta tio n_ sr b5

5@ ps u.

ed u.

rv t

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P M

EMW SRBRevisions: Date:

95% SUBMISSION 06/12/2020

INITIAL SITE PLAN

1" = 10'1 TEMPORARY SITE PLAN

C-100

0 5 10 20 40

TEMPORARY RE-LOCATION

OF EXISTING COMPACTORS

DURING CONSTRUCTION

(RELOCATION BY VA)

TEMPORARY RE-LOCATION OF

EXISTING CARDBOARD

COMPACTOR (RELOCATION BY VA)

TEMPORARY LOCATION OF

NEW CONEX CONTAINER

(PROVIDED BY CONTRACTOR)

GENERAL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL

BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.

2. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN

CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND

REGULATIONS (WHICHEVER ARE MORE STRINGENT).

3. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED.

4. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK

OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.

5. ALL WORK PERFORMED ON SITE SHALL CONFORM TO FEDERAL STANDARDS.

6. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND

APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR

OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS.

7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE SPECIFICATIONS.

8. AREAS OUTSIDE THE LIMITS OF NEW WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

9. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED

DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND

SUBSEQUENT ACTION CAN BE TAKEN.

10. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE

RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.

11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO OWNER.

12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO

OWNER.

NOTES:

1. TEMPORARY SITE PLAN REQUIRES RELOCATION OF EXISTING COMPACTORS AND CON EX EQUIPMENT FROM

CURRENT LOCATIONS WITHIN THE LINEN AND TRASH DOCK.

2. LOCATIONS OF COMPACTORS SHALL NOT OBSTRUCT ANY LOADING DOCK OPERATIONS DURING TEMPORARY

PLAN.

3. CONTRACTOR SHALL PROVIDE NEW 20' X 8' X 8'6" CONEX CONTAINER AND UTILIZE DURING CONSTRUCTION ONLY

FOR RED WASTE STORAGE. CONEX CONTAINER SHALL BE INSTALLED A MIN 12" FROM NEW BOLLARD.

NEW 8" SLAB INSTALLED PRIOR

TO TEMPORARY INSTALLATION

OF CONEX CONTAINER. REFER

TO DETAIL 2/S-101

INSTALL NEW

BOLLARD. REFER TO

DETAIL 9/S-101 (TYP)

SLAB NOTE:

1. AREA SHALL BE SAW CUT, CLEANED AND PREPARED FOR THE NEW SLAB.

TEMPORARY CHAIN-LINK

FENCE DURING

CONSTRUCTION

AutoCAD SHX Text 12"?

AutoCAD SHX Text

(UNK. SIZE AND TYPE)

AutoCAD SHX Text

AutoCAD SHX Text

UNK.DEST.

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

4"SUPPORT

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

BOLLARDS

AutoCAD SHX Text

8' CHAINLINK LINE

AutoCAD SHX Text

8' CHAINLINK LINE

AutoCAD SHX Text

GAS SUPPLY

AutoCAD SHX Text

GAS SUPPLY

AutoCAD SHX Text

SURVEY BASELINE

AutoCAD SHX Text

SURVEY BASELINE

AutoCAD SHX Text

8' CHAINLINK FL

AutoC…