Drawing.pdf

PDF 13 MB Posted Oct 19, 2023

Attached to: Z1DA--528A5-21-508 REPLACE ABOVE GROUND STORAGE FUEL TANKS Bath and Canandaigua VAMC
Solicitation number: 36C24224B0001
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal contract solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2. The solicitation number is 36C24224B0001 and seeks to replace above ground storage fuel tanks at the Bath and Canandaigua VA Medical Centers. The opportunity type is listed as a solicitation. The attached file Drawing.pdf is a 13MB file containing drawings related to the required work but no other content details are provided. The solicitation seeks replacement of above ground storage fuel tanks at two medical center locations to maintain fuel storage infrastructure.

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Other files

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36C24224B0001 0001.docx	DOCX document	Nov 6, 2023
Sign in - Pre-Bid Replace Tanks 10-26-2023.pdf	PDF	Nov 6, 2023
Construction Management Platform Contract Language.docx	DOCX document	Oct 19, 2023
P07- WAGE DETERMINATION - BATH - 2.pdf	PDF	Oct 19, 2023
013200 Construction Documentation.docx	DOCX document	Oct 19, 2023
36C24224B0001_1.docx	DOCX document	Oct 19, 2023
P07- WAGE DETERMINATION - CANANDAIGUA - 2.pdf	PDF	Oct 19, 2023
Spescifications.pdf	PDF	Oct 19, 2023

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 engineering discipline <EDIT TEXT>:

Revisions: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

Canandaigua VAMC

CANANDAIGUA AND BATH , NY

PARKING

WATER TOWER

CAMPUS SITE PLAN

VAMC Canandaigua

RAMP

FIREPLACE

SHED

GARDEN PLOT

SHED

EMPTY TRANSFORMER

BLOCK BUILDING

DUGOUT

CONCRETE WALL

DUGOUT

REPLACE ABOVEGROUND FUEL

STORAGE TANKS

Bath VAMC

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DRAWING INDEX

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DISCIPLINESHEET NO.

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DESCRIPTION

AutoCAD SHX Text G001

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COVER SHEET, DRAWING INDEX

AutoCAD SHX Text G1001

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GENERAL NOTES AND SYMBOLS

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GC101

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TANK PLAN,CANANDAIGUA.

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GC102

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TANKS PLAN, BATH

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DEMOLITION AND NEW PLAN-TANK 20

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DEMOLITION AND NEW PLAN-TANK 08A

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DEMOLITION AND NEW PLAN-TANK 09A

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DEMOLITION AND NEW PLAN-TANK 15A

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DEMOLITION AND NEW PLAN-TANK 12A AND TANK 14A

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DEMOLITION AND NEW PLAN-TANK 06A AND TANK 16A

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TANKS DETAILS

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STRUCTURAL SECTIONS

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SCALE: NONE

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SITE LOCATION

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CHAPEL STREET

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PARK

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EXERCISE

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NORTH

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EAST STREET

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65 TEMPORARY TRAILERS (OFFICES)

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36 FORMER PATIENT CARE, DAY TREATMENT CENTER

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34 SPD, A&MMS, DAYCARES, NETWORK STORAGE

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14 VACANT

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13 EMERGENCY GENERATOR

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5 AUDITORIUM, RECREATION SVC.

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NO. BUILDING SCHEDULE 1

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4 ADMINISTRATIVE, CANTEEN

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18 (SCHOOL LEASE)

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1 OUTPATIENT SERVICES, MAIN ADMIN

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2 FORMER MAIN KITCHEN, DINING RM., OUTPATIENT PHARMACY

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3 GEC OFFICES, PATIENT CARE

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6 SUBSTANCE ABUSE OFFICES, EMS

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7 NHCU, VOLUNTARY SVC., HRMS

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9 PATIENT CARE/DOM, LIBRARY, MAIL RM.

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11 WAREHOUSE

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12 BOILER PLANT/BIOMASS

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16 FIRE STATION, GARAGE, GROUNDS MTN.

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24 VALOR HEADQUARTERS

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33 PATIENT CARE NHCU, INPATIENT PHARMACY

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40 GATE HOUSE

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41 OUTDOOR FIREPLACE

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42 STONE GRANDSTAND

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46 WAREHOUSE POLE BARN

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70 MISCELLANEOUS STORAGE

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81 SLUDGE DIGESTORS

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82 SLUDGE BED

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76 STORAGE

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8 NHCU, ADULT DAYCARE

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10 LAUNDRY

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20 VA POLICE STATION

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75 OIL HOUSE

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77 STORAGE

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125 TRASH HUT - B.36/37

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123 TRASH HUT - B.8

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122 OIL STORAGE TANKS

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113 PATIENT'S TOILET, COURT 2

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121 SWITCHGEAR

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118 ENGINEERING SHOPS & OFFICES

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112 PATIENT'S TOILET, COURT 1

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111 TRANSFORMERS X-RAY B.1

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109 AERATION TANKS

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108 PRIMARY TANKS

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106 TRICKLING FILTER

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107 PUMP HOUSE S.T.P.

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110 PAVILION COURT 2

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120 FIRE PUMP BLDG., BKFLOW PREVENTOR

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115 RECREATION STORAGE, COURT 1

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17 CADENCE SQUARE

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35 RELOCATED DIETETICS, KITCHEN

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43 SALT STORAGE BARN (COVER)

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44 GROUNDS AND TRANSPORTATION

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45 CHILLER PLANT

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50 LOADING DOCK

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38 FUTURE TEMPORARY OFFICE

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BIOMASS

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BUSHWOOD LN.

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LOOP RD.

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LOOP RD.

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105 SECONDARY TANKS

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114 PAVILION COURT 2

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124 TRASH HUT - B.6

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94 GARAGE (SCHOOL LEASE)

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80 S.T.P. CONTROL HOUSE (WASTE WATER TREATMENT)

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73 (SCHOOL LEASE)

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39 ENGINEERING STORAGE

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37 FORMER PATIENT CARE, IS

AutoCAD SHX Text 4'-0"x10'-0' CONC. PAD FOR PROPANE TANK

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EAST STREET

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COURTYARD 2

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COURTYARD 2

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2 HR VISITOR

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SCALE: NONE

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CANANDAIGUA SITE PLAN

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BATH SITE PLAN

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COHOCTON RIVER

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COHOCTON RIVER

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SCALE: NONE

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CONSTRUCTION DOCUMENTS

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COVER SHEET

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100% CONSTRUCTION DOCUMENTS

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REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

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AutoCAD SHX Text G-001

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CANANDAIGUA AND BATH VAMC

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Ar ch

E 1:

0" x

2" o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

G en er al

N ot es .d w g

O U

N (2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

LEGEND AND SYMBOLS

CONCRETE

BRICK

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

LIMIT OF DEMOLITION

PIPE MARKING COLOR SCHEDULE

FLUID SERVICE BACKGROUND COLOR LETTER COLOR

FLAMMABLE FLUIDS SAFETY YELLOW BLACK

BOLLARD/POST

NORTH ARROW

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

VIEWING

DIRECTION

VIEW TITLE

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

SCALE:

REF:

X" = 1'-0"

DETAIL TITLEXX

XXXXX

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

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GENERAL NOTES AND SYMBOLS

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100% CONSTRUCTON DOCUMENTS

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REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text N/A

AutoCAD SHX Text G1001

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CANANDAIGUA AND BATH VAMC

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AutoCAD SHX Text 04/05/2023

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AutoCAD SHX Text APPLICABLE CODES USE THE MOST CURRENT APPLICABLE MODEL CODES, STANDARDS AND REFERENCES DOCUMENTS PERTINENT TO THE PROJECT ARE AS FOLLOWS: NFPA 101 LIFE SAFETY CODE . NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE . NFPA 31 STANDARD FOR THE INSTALLATION OIL- BURNING EQUIPMENT . OCCUPATIONAL, SAFETY, AND HEALTH ADMINISTRATIONS VA STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY.

AutoCAD SHX Text GENERAL NOTES: 1. ALL TANKS SHOULD MEET ALL THE NFPA 30 REQUIREMENTS AND DEC REQUIREMENTS. ALL TANKS SHOULD MEET ALL THE NFPA 30 REQUIREMENTS AND DEC REQUIREMENTS. . 2. All TANKS SHOULD HAVE MECHANICAL LEAK DETECTION PER SPECS. All TANKS SHOULD HAVE MECHANICAL LEAK DETECTION PER SPECS. 3. ALL TANKS SHOULD HAVE BOLLARD LOCATED ON ALL TANK SIDE TO PROTECT FROM VEHICLES DAMAGE AND ALL TANKS SHOULD HAVE BOLLARD LOCATED ON ALL TANK SIDE TO PROTECT FROM VEHICLES DAMAGE AND MEET ALL NFPA 30 REQUIREMENTS. 4. BASES OF DESIGN IS A HIGHLAND TANK OR APPROVED EQUAL,THE CONTRACTOR IS RESPONSIBLE TO PROVIDE BASES OF DESIGN IS A HIGHLAND TANK OR APPROVED EQUAL,THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY ADDITIONAL PIPE SUPPORTS REQUIRED FOR EACH TANK AND PER CODE. 5. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TANKS LABELS MEET OSHA SAFETY REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TANKS LABELS MEET OSHA SAFETY REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE WELDED STAIRS WITH EACH TANKS CONFORMING WITH OSHA THE CONTRACTOR IS RESPONSIBLE TO PROVIDE WELDED STAIRS WITH EACH TANKS CONFORMING WITH OSHA REQUIREMENTS AND SPECS. 7. THE CONTRACTOR IS RESPONSIBLE TO COORDINATING ANY SHUT DOWNS INSTALLATION AND ANY REQUIRED HOT THE CONTRACTOR IS RESPONSIBLE TO COORDINATING ANY SHUT DOWNS INSTALLATION AND ANY REQUIRED HOT WORK WITH THE PROJECT COR AND THE VA FIRE DEPARTMENT . 8. THE CONTRACTOR IS RESPONSIBLE TO COMPLETE THE TANK REPLACEMENT PER INDIVIDUAL TANK WITHIN MAXIMUM THE CONTRACTOR IS RESPONSIBLE TO COMPLETE THE TANK REPLACEMENT PER INDIVIDUAL TANK WITHIN MAXIMUM 8 HOURS SHUTDOWN PER EACH TANK . 9. THE CONTRACTOR RESPONSIBLE TO MAKE SURE THAT THE TANKS MUST BE ON SITE BEFORE WORK IS TO THE CONTRACTOR RESPONSIBLE TO MAKE SURE THAT THE TANKS MUST BE ON SITE BEFORE WORK IS TO COMMENCE . 10. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE VACUUM/ PUMPING TRUCK TO BE EMPTY THE EXISTING TANK THE CONTRACTOR IS RESPONSIBLE TO PROVIDE VACUUM/ PUMPING TRUCK TO BE EMPTY THE EXISTING TANK AND SUPPLY FUEL FOR THE SHUTDOWN HOURS AND REFILLED THE NEW TANKS WITH FUEL REMOVED FROM THE EXISTING TANKS. 11. THE CONTRACTOR SHALL COMPLY WITH ALL ICRA SLANDERED REQUIREMENTS, DURING THE WORK DUST SHALL BE THE CONTRACTOR SHALL COMPLY WITH ALL ICRA SLANDERED REQUIREMENTS, DURING THE WORK DUST SHALL BE ALWAYS CONTAINED BOTH ANTERIOR AND EXTERIOR ITS INCLUDES AS MINIMUM BARRIERS VENTILATION ,NEGATIVE PRESSURE AND DUST MATS AT ENTRANCES. 12. CONTRACTOR SHALL MAINTAIN THE WORK SITE IN AN ORDERLY CONDITION AND PROVIDE FOR REGULAR CLEAN UP CONTRACTOR SHALL MAINTAIN THE WORK SITE IN AN ORDERLY CONDITION AND PROVIDE FOR REGULAR CLEAN UP OF THE CONSTRUCTION AREA ON A DAILY BASIS. 13. UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE ANY TEMPORARY FACILITIES, EQUIPMENT, UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE ANY TEMPORARY FACILITIES, EQUIPMENT, SURPLUS MATERIAL AND SUPPLIES. FINAL CLEANUP SHALL LEAVE THE SITE IN AN ORDERLY CONDITION. 14. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD CONDITIONS PRIOR TO SUBMITTING BIDS AND CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE COR AND REQUEST CLARIFICATION UPON DISCOVERY. 15. THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALK INSPECTION. THE CONTRACTOR SHALL THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALK INSPECTION. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT TO DEMONSTRATE TO THE COR THAT ALL UTILITIES OPERATE AS REQUIRED. 16. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS IN THE THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS IN THE AREAS OF CONSTRUCTION. 17. TRAFFIC SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. INGRESS AND EGRESS TO DRIVEWAYS, PARKING TRAFFIC SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. INGRESS AND EGRESS TO DRIVEWAYS, PARKING LOTS, AND SERVICE ROADS SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION. 18. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 19. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL AND STATE CODES, ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL AND STATE CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS. 20. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. 21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR THE SITE. 22. THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR WRITTEN APPROVAL OF THE CONTRACTING 0FFICER. 23. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY COR. ANY DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PIPING NOTES: 1. ALL CONSTRUCTION SPECIFICATIONS SHALL APPLY. NO DEVIATION FROM THE SPECIFICATION WILL BE ALLOWED ALL CONSTRUCTION SPECIFICATIONS SHALL APPLY. NO DEVIATION FROM THE SPECIFICATION WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE COR. 2. ALL MATERIALS SHALL BE NEW AND IN FIRST CLASS CONDITION. THEY SHALL BE OF THE TYPE SPECIFIED AND ALL MATERIALS SHALL BE NEW AND IN FIRST CLASS CONDITION. THEY SHALL BE OF THE TYPE SPECIFIED AND NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT EXPRESSED WRITTEN APPROVAL OF THE COR. 3. LABEL ALL PIPING IN ACCORDANCE WITH ASME A13.1, AND AS DESCRIBED IN SPECIFICATIONS. LABEL ALL PIPING IN ACCORDANCE WITH ASME A13.1, AND AS DESCRIBED IN SPECIFICATIONS. 4. PIPE LABEL LOCATIONS: LOCATE PIPE LABELS, IN ACCORDANCE WITH SPECIFICATIONS, WHERE PIPING IS EXPOSED PIPE LABEL LOCATIONS: LOCATE PIPE LABELS, IN ACCORDANCE WITH SPECIFICATIONS, WHERE PIPING IS EXPOSED OR ABOVE ACCESSIBLE CEILINGS IN FINISHED SPACES; MACHINE ROOMS; ACCESSIBLE MAINTENANCE SPACES SUCH AS SHAFTS, TUNNELS, AND PLENUMS; AND EXTERIOR EXPOSED LOCATIONS AS FOLLOWS: A. NEAR EACH VALVE AND CONTROL DEVICE. NEAR EACH VALVE AND CONTROL DEVICE. B. NEAR EACH BRANCH CONNECTION, EXCLUDING SHORT TAKEOFFS FOR FIXTURES AND TERMINAL UNITS. WHERE NEAR EACH BRANCH CONNECTION, EXCLUDING SHORT TAKEOFFS FOR FIXTURES AND TERMINAL UNITS. WHERE FLOW PATTERN IS NOT OBVIOUS, MARK EACH PIPE AT BRANCH. C. NEAR PENETRATIONS AND ON BOTH SIDES OF THROUGH WALLS, FLOORS, CEILINGS, AND INACCESSIBLE NEAR PENETRATIONS AND ON BOTH SIDES OF THROUGH WALLS, FLOORS, CEILINGS, AND INACCESSIBLE ENCLOSURES. D. AT ACCESS DOORS, MANHOLES, AND SIMILAR ACCESS POINTS THAT PERMIT VIEW OF CONCEALED PIPING. AT ACCESS DOORS, MANHOLES, AND SIMILAR ACCESS POINTS THAT PERMIT VIEW OF CONCEALED PIPING. E. NEAR MAJOR EQUIPMENT ITEMS AND OTHER POINTS OF ORIGINATION AND TERMINATION.NEAR MAJOR EQUIPMENT ITEMS AND OTHER POINTS OF ORIGINATION AND TERMINATION.

9A 14A 12A

6A16A

15A

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

TANK 06A TANK 16A

TANK 08A

TANK 12A AND 14A DUEL TANK

TANK 09A

TANK 15A

EXISITING FUEL TANK SCHEDULE

NO. LOCATION MAT'L TYPE CAPACITY WORKING CAPACITY TYPE OF FUEL

6A B-31 STEEL AST 1500 GAL 1350 GAL DIESEL

8A B-104 STEEL AST 1000 GAL 900 GAL DIESEL

9A B-78 STEEL AST 1000 GAL 900 GAL DIESEL

12A B-14 STEEL AST 2000 GAL 1800 GAL DIESEL

14A B-14 STEEL AST 2000 GAL 1800 GAL GASOLINE

15A B-14 STEEL AST 550 GAL 450 GAL DIESEL

16A B-31 STEEL AST 2000 GAL 1800 GAL DIESEL

SCALE: NTS

SITE PLAN AND TANKS LOCATION2

NEW FUEL TANK SCHEDULE

NO. LOCATION MAT'L TYPE CAPACITY WORKING

CAPACITY OP CAPACITY TYPE OF FUEL

6A B-31 STEEL (HIGHLAND) MODIFIED DOUBLE WALL 1500 GAL 1350 GAL 306 GAL DIESEL

8A B-104 STEEL (HIGHLAND) MODIFIED DOUBLE WALL 1000 GAL 900 GAL 306 GAL DIESEL

9A B-78 STEEL (HIGHLAND) MODIFIED DOUBLE WALL 1000 GAL 900 GAL 306 GAL DIESEL

12A B-14 STEEL (HIGHLAND) MODIFIED DOUBLE WALL 2000 GAL 1800 GAL 403 GAL DIESEL

14A B-14 STEEL (HIGHLAND) MODIFIED DOUBLE WALL 2000 GAL 1800 GAL 403 GAL GASOLINE

15A B-14 STEEL (HIGHLAND) MODIFIED DOUBLE WALL 500 GAL 400 GAL 156 GAL DIESEL

16A B-31 STEEL (HIGHLAND) MODIFIED DOUBLE WALL 2000 GAL 1800 GAL 403 GAL DIESEL

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BARRACK SERVICE ROAD

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PARKING AREA #4

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VETERANS AVENUE

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PARKING PARKING

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AREA #10A AREA #10B

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PARKING AREA #7

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ARGONNE AVENUE

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PARKING AREA #2

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SAN JUAN AVENUE

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TICONDEROGA AVENUE

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BUNKER HILL AVENUE

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CEMETERY

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SITE PLAN

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SCALE 1/2"=1'0"

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BLEACHERS

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BALLFIELD

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BLEACHERS

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AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

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TANKS PLAN - BATH

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100% CONSTRUCTION DOCUMENTS

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REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

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GC102

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BATH VAMC

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AutoCAD SHX Text 04/05/2023

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Tank 024

Tank 031

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Si te p la n C an an da ig ua .d w g

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

TANK 020

KEY PLAN

SCALE: NTS

SITE PLAN AND LOCATION TANK 201

EXISTING FUEL TANK SCHEDULE

NO. LOCATION MAT'L TYPE CAPACITY WORKING

CAPACITY TYPE OF FUEL

20 B-12 STEEL AST 1000 GAL 900 GAL DIESEL

NEW FUEL TANK SCHEDULE

NO. LOCATION MAT'L TYPE CAPACITY WORKING

CAPACITY OP CAPACITY TYPE OF FUEL

20 B-12 STEEL (HIGHLAND) MODIFIED DOUBLE

WALL

1000 GAL 900 GAL 306 GAL DIESEL

AutoCAD SHX Text

NORTH

AutoCAD SHX Text Oil Water Separator

AutoCAD SHX Text 90'

AutoCAD SHX Text 180'

AutoCAD SHX Text 360'

AutoCAD SHX Text Scale: 1' = 90'

AutoCAD SHX Text

SITE PLAN LOCATION OF TANK

AutoCAD SHX Text

2 HR VISITOR

AutoCAD SHX Text

AutoCAD SHX Text T-6

AutoCAD SHX Text T-7

AutoCAD SHX Text T-8

AutoCAD SHX Text T-9

AutoCAD SHX Text T-37

AutoCAD SHX Text Oil Water Separator

AutoCAD SHX Text

AutoCAD SHX Text Existing Storm Water Management Area #2

AutoCAD SHX Text

COURTYARD 2

AutoCAD SHX Text

COURTYARD 2

AutoCAD SHX Text

COURTYARD 1

AutoCAD SHX Text

2 HR VISITOR

AutoCAD SHX Text

RETENTION POND

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LAYDOWN

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STAGING

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LAYDOWN

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STAGING

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LAYDOWN

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STAGING

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AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

TANK PLAN - CANANDAIGUA

AutoCAD SHX Text

100% CONSTUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text N/A

AutoCAD SHX Text

GC101

AutoCAD SHX Text

CANANDAIGUA VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/.5/2023

AutoCAD SHX Text N/A

APPROXIMATELY DEPTH 48

RETURN PIPE LINE

SUPPLY PIPE LINE

DIESEL

Ar ch

E 1:

0" x

K -2

G U

A_ re co ve r.d w g [L

U T:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

SCALE: NTS

DEMOLITION PLAN1 SCALE: NTS

NEW PLAN2

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SIDE VIEW WITH THE FUEL PUMP

AutoCAD SHX Text

FRONT VIEW WITH FUEL PUMP

AutoCAD SHX Text P

AutoCAD SHX Text KEYED NOTES: 1. DEMOLISH THE EXISITING TANK (20) WITH ALL ASSOCIATED DEMOLISH THE EXISITING TANK (20) WITH ALL ASSOCIATED PIPING AND FITTING. 2. REMOVE AND DISPOSE OF THE EXISTING FUEL PUMP . REMOVE AND DISPOSE OF THE EXISTING FUEL PUMP . 3. DEMOLISH THE EXISTING WOOD FRAMED CANOPY (REMOVE AND DEMOLISH THE EXISTING WOOD FRAMED CANOPY (REMOVE AND DISPOSE) AND WOOD FOOTER. 4. INSTALL NEW (1000 GAL) MODIFIED DOUBLE-WALL TANK WITH INSTALL NEW (1000 GAL) MODIFIED DOUBLE-WALL TANK WITH ALL ASSOCIATED PIPING (APPROXIMATELY 15FT), FITTINGS, AND ANY REQUIRED VALVES PER SPEC. REFER TO (A-502) FOR TANKS GENERAL DETAIL. 5. PROVIDE AND INSTALL NEW THREE PHASE FUEL PUMP PROVIDE AND INSTALL NEW THREE PHASE FUEL PUMP INCLUDING RECONNECTING FUEL PUMPS TO THE CONTROL SYSTEM . 6. CONNECT FUEL PUMP TO THE EXISITING EMERGENCY STOP FED CONNECT FUEL PUMP TO THE EXISITING EMERGENCY STOP FED FROM PANEL 1A LOCATED IN BUILDING 12. 7. REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO THE NEW TANKS BEING SET.

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

DEMOLITION AND NEW PLAN - TANK 20

AutoCAD SHX Text

100% CONSTUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text

AutoCAD SHX Text A-101

AutoCAD SHX Text

CANANDAIGUA, VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/05/2023

AutoCAD SHX Text N/A

4" RETURN PIPE

4" SUPPLY PIPE

MINIMUM

5 FT

Ar ch

E 1:

0" x

A_ re co ve r.d w g

O U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

SCALE: NTS

DEMOLITION PLAN1 SCALE: NTS

NEW PLAN2

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text P

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text KEYED NOTES: 1. DEMOLISH THE EXISITING TANK (08A) WITH ALL ASSOCIATED DEMOLISH THE EXISITING TANK (08A) WITH ALL ASSOCIATED PIPING AND FITTING. 2. INSTALL NEW (1000 GAL) MODIFIED DOUBLE-WALL TANK WITH INSTALL NEW (1000 GAL) MODIFIED DOUBLE-WALL TANK WITH ALL ASSOCIATED PIPING (APPROXIMATELY 40 FT), FITTINGS, AND ANY REQUIRED VALVES PER SPEC. REFER TO (A-502 ) FOR TANKS GENERAL DETAIL. 3. DISCONNECT PIPE INSIDE BUILDING 104 GENERATOR ROOM AS DISCONNECT PIPE INSIDE BUILDING 104 GENERATOR ROOM AS SHOWN. PREP FOR NEW PIPE SEAL PENETRATION /FIRE CALK. REFER TO (A-503-4) FOR PIPE PENETRATION. 4. REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO THE NEW TANKS BEING SET.

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

DEMOLITION AND NEW PLAN - TANK 08A

AutoCAD SHX Text

100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text

AutoCAD SHX Text A-102

AutoCAD SHX Text

BATH VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/05/2023

AutoCAD SHX Text N/A

4" RETURN PIPE

4" SUPPLY PIPE 2

MINIMUM

5 FT

MINIMUM

5 FT

Ar ch

E 1:

0" x

K-

9A _r ec ov er .d w g

O U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

SCALE: NTS

DEMOLITION PLAN1 SCALE: NTS

NEW PLAN2

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text P

AutoCAD SHX Text KEYED NOTES: 1. DEMOLISH THE EXISITING TANK (09A) WITH ALL ASSOCIATED DEMOLISH THE EXISITING TANK (09A) WITH ALL ASSOCIATED PIPING AND FITTING. 2. INSTALL NEW (1000 GAL) MODIFIED DOUBLE-WALL TANK WITH INSTALL NEW (1000 GAL) MODIFIED DOUBLE-WALL TANK WITH ALL ASSOCIATED PIPING (APPROXIMATELY 60 FT), FITTINGS, AND ANY REQUIRED VALVES PER SPEC. REFER TO (A-502 )FOR TANKS GENERAL DETAIL. 3. DISCONNECT PIPE INSIDE BUILDING 78 GENERATOR ROOM AS DISCONNECT PIPE INSIDE BUILDING 78 GENERATOR ROOM AS SHOWN. PREP FOR NEW PIPE SEAL PENETRATION /FIRE CALK. REFER TO (A-503-4) FOR PIPE PENETRATION. 4. REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO THE NEW TANKS BEING SET.

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

DEMOLITION AND NEW PLAN - TANK 09A

AutoCAD SHX Text

100% CONSTUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text

AutoCAD SHX Text A-201

AutoCAD SHX Text

BATH VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/05/2023

AutoCAD SHX Text N/A

4" RETURN PIPE

LINE

4" SUPPLY PIPE

LINE

Ar ch

E 1:

0" x

- 1

5A .d w g

O U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

SCALE: NTS

DEMOLITION PLAN1 SCALE: NTS

NEW PLAN2

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text P

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text KEYED NOTES: 1. DEMOLISH THE EXISITING TANK (15A) WITH ALL ASSOCIATED DEMOLISH THE EXISITING TANK (15A) WITH ALL ASSOCIATED PIPING AND FITTING. 2. INSTALL NEW (500 GAL) MODIFIED DOUBLE-WALL TANK WITH INSTALL NEW (500 GAL) MODIFIED DOUBLE-WALL TANK WITH ALL ASSOCIATED PIPING (APPROXIMATELY 50 FT), FITTINGS, AND ANY REQUIRED VALVES PER SPEC .REFER TO (A-502) FOR TANKS GENERAL DETAIL. 3. DISCONNECT THE EXISTING PIPE OUTSIDE THE BUILDING 14 DISCONNECT THE EXISTING PIPE OUTSIDE THE BUILDING 14 WITHOUT EXCEEDING THE WALL AS SHOWN . 4. REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO THE NEW TANKS BEING SET.

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

DEMOLITION AND NEW PLAN - TANK 15A

AutoCAD SHX Text

100% CONSTUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text

AutoCAD SHX Text A-202

AutoCAD SHX Text

BATH VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/05/2023

AutoCAD SHX Text N/A

TOP VIEW

FRONT VIEW TANK 6A AND 16A

TANK 6A

TANK 16A

TOP VIEW

TANK 6A

TANK 16A

TANK 6A TANK 16A

4" SUPPLY PIPE LINE

4" RETURN PIPE LINE

1" RETURN PIPE LINE

1" SUPPLY PIPE LINE

FRONT VIEW

APPR.12'

MINIMUM 8'10"

TYP

A-503

5 6" BOLLARDS

5' MAX OC TYP 5'

TYP

1.4'

TYP

Ar ch

E 1:

0" x

6A A

N D

(B O

).d w g [L

U T:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

SCALE: NTS

DEMOLITION PLAN1

SCALE: NTS

NEW PLAN2

AutoCAD SHX Text P

AutoCAD SHX Text KEYED NOTES: 1. DEMOLISH THE EXISITING TANKS (06A AND 16A) WITH ALL DEMOLISH THE EXISITING TANKS (06A AND 16A) WITH ALL ASSOCIATED PIPING AND FITTING AND VALVES . 2. DISCONNECT PIPING WHERE PENETRATING UNDERGROUND AND DISCONNECT PIPING WHERE PENETRATING UNDERGROUND AND THE UNDERGROUND PIPING IS TO BE REMOVED AND DISPOSED PER DEC GUIDELINES. 3. INSTALL NEW (1500 GAL) AND (2000 GAL) MODIFIED DOUBLE INSTALL NEW (1500 GAL) AND (2000 GAL) MODIFIED DOUBLE WALL TANKS WITH ALL ASSOCIATED PIPING (APPROXIMATELY 100 FT OF NEW ABOVE GROUND PIPE), FITTINGS, AND ANY REQUIRED VALVES PER SPEC . CONTRACTOR RESPONSIBLE FOR ANY ADDITIONAL SUPPORT REQUIREMENTS . REFER TO (A-502) FOR TANKS GENERAL DETAIL. 4. PIPE PENETRATION LOCATION THROUGH THE WALL SEAL OF THE PIPE PENETRATION LOCATION THROUGH THE WALL SEAL OF THE GENERATOR ROOM TO BE CONNECTED WITH THE EXISTING INSIDE PIPE . 5. CONNECT THE NEW ABOVE GROUND PIPE INSIDE BUILDING 31 CONNECT THE NEW ABOVE GROUND PIPE INSIDE BUILDING 31 GENERATOR ROOM AS SHOWN AND CONNECTED WITH EXISTING PIPING .PREP FOR NEW PIPE SEAL PENETRATION /FIRE CALK. REFER TO (A-503-4) FOR PIPE PENETRATION. 6. PATCH CONCRETE AND BACKFILL GROUND AFTER REMOVAL OF PATCH CONCRETE AND BACKFILL GROUND AFTER REMOVAL OF ALL UNDER GROUND PIPING, ASSOCIATED ALARMS, AND VAULT SECTIONS FOR UNDERGROUND PITS. 7. REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO REUSE THE EXISITING PAD AFTER BEING INSPECTED PRIOR TO THE NEW TANKS BEING SET.

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

DEMOLITION AND NEW PLAN - TANKS 06A AND 16A

AutoCAD SHX Text

100% CONSTUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text

AutoCAD SHX Text A-501

AutoCAD SHX Text

BATH VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/05/2023

AutoCAD SHX Text N/A

DIESELGAS

FUEL

FORCE

1 1/2" SUPPLY PIPE

LINE

1 1/2" SUPPLY PIPE

LINE

A-503

5 6" BOLLARDS

5' MAX OC TYP

1.4'

TYP

MINIMUM 3'

Ar ch

E 1:

0" x

2A A

N D

.d w g [L

U T:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

SCALE: NTS

DEMOLITION PLAN1

SCALE: NTS

NEW PLAN2

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

TANK 14A

AutoCAD SHX Text

TANK 12A

AutoCAD SHX Text

TANK 14A

AutoCAD SHX Text

TANK 12A

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text P

AutoCAD SHX Text KEYED NOTES: 1. CONSTRUCT NEW CONCRETE SLAB IN PLACE FOR THE NEW CONSTRUCT NEW CONCRETE SLAB IN PLACE FOR THE NEW TANKS APPROXIMATELY DIMENSION 20'X16'X6" REFER TO (A-503-1) STRUCTURAL SECTIONS FOR SLAB DETAILS. 2. INSTALL NEW TWO (2000 GAL) MODIFIED DOUBLE-WALL TANKS INSTALL NEW TWO (2000 GAL) MODIFIED DOUBLE-WALL TANKS WITH ALL ASSOCIATED PIPING (APPROXIMATELY 130 FT), FITTINGS, AND ANY REQUIRED VALVES PER SPEC .REFER TO (A-502 ) FOR TANKS GENERAL DETAIL. 3. DEMOLISH THE EXISITING TANKS (12A AND 14A) WITH ALL DEMOLISH THE EXISITING TANKS (12A AND 14A) WITH ALL ASSOCIATED PIPING, FITTING, VALVES, REMOVE THE TWO EXISTING FUEL PUMPS NO.(H-570169) AND THE EXISTING SLAB AND GRADING TO EXISTING GRADE AFTER CONNECT THE NEW TANKS. 4. PROVIDE AND INSTALL A NEW FUEL PUMPS AND RECONNECTING PROVIDE AND INSTALL A NEW FUEL PUMPS AND RECONNECTING TO THE CONTROL SYSTEM 5. THE ELECTRICAL PANEL AND THE CIRCUIT NO. THAT ARE TO BE THE ELECTRICAL PANEL AND THE CIRCUIT NO. THAT ARE TO BE USED FOR INSTALLATION OF THE NEW FUEL PUMPS. 6. EXPLOSION PROOF ELECTRICAL JUNCTION BOX PROVIDES POWER EXPLOSION PROOF ELECTRICAL JUNCTION BOX PROVIDES POWER TO THE PUMPS AND FILLING STATION.

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

DEMOLITION AND NEW PLAN - TANKS 12A ANA 14A

AutoCAD SHX Text

100% CONSTUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text

AutoCAD SHX Text A-203

AutoCAD SHX Text

BATH VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/05/2023

AutoCAD SHX Text N/A

Ar ch

E 1:

0" x

Ta nk s D et ai ls .d w g

O U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

No. Revision: Date:

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

SCALE: (FOR REFERENCE ONLY)

SCALE: NTS

1500 GAL MODIFIED DOUBLE WALL TANK4

SCALE: NTS

1000 GAL MODIFIED DOUBLE WALL TANK2

SCALE: NTS

2000 GAL MODIFIED DOUBLE WALL TANK3

SCALE: NTS

500 GAL MODIFIED DOUBLE WALL TANK1

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text A

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2"%%C HOLE

AutoCAD SHX Text

5/8" GROUNDINGHOLE IN SADDLE

AutoCAD SHX Text

(2) 70" x 6" HIGH 70" x 6" HIGH SADDLES STI SPECIFICATION, SEAL WELD TO TANK

AutoCAD SHX Text

SHIPMENT BANDING HOLES (2) PER SADDLE

AutoCAD SHX Text

4" INTERSTICE THIS HEAD ONLY

AutoCAD SHX Text

3" LIGHTWEIGHT INSULATION MATERIAL WITHIN INTERSTICE

AutoCAD SHX Text

20% OP CHAMBER

AutoCAD SHX Text H

AutoCAD SHX Text J

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PRIMARY COMPARTMENT

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SINGLE BULKHEAD

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AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text

2"%%C HOLE

AutoCAD SHX Text

5/8" GROUNDINGHOLE IN SADDLE

AutoCAD SHX Text

(2) 70" x 6" HIGH 70" x 6" HIGH SADDLES STI SPECIFICATION, SEAL WELD TO TANK

AutoCAD SHX Text

SHIPMENT BANDING HOLES (2) PER SADDLE

AutoCAD SHX Text

4" INTERSTICE THIS HEAD ONLY

AutoCAD SHX Text

3" LIGHTWEIGHT INSULATION MATERIAL WITHIN INTERSTICE

AutoCAD SHX Text

20% OP CHAMBER

AutoCAD SHX Text H

AutoCAD SHX Text J

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PRIMARY COMPARTMENT

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SINGLE BULKHEAD

AutoCAD SHX Text E

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2"%%C HOLES

AutoCAD SHX Text

5/8" GROUNDINGHOLE IN SADDLE

AutoCAD SHX Text

(2) 54" x 6" HIGH SADDLES STI SPECIFICATION, SEAL WELD TO TANK

AutoCAD SHX Text

SHIPMENT BANDING HOLES (2) PER SADDLE

AutoCAD SHX Text

4" INTERSTICE THIS HEAD ONLY

AutoCAD SHX Text

3" LIGHTWEIGHT INSULATION MATERIAL WITHIN INTERSTICE

AutoCAD SHX Text

20% OP CHAMBER

AutoCAD SHX Text P

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2"%%C HOLE

AutoCAD SHX Text

5/8" GROUNDINGHOLE IN SADDLE

AutoCAD SHX Text

(2) 70" x 6" HIGH 70" x 6" HIGH SADDLES STI SPECIFICATION, SEAL WELD TO TANK

AutoCAD SHX Text

SHIPMENT BANDING HOLES (2) PER SADDLE

AutoCAD SHX Text

4" INTERSTICE THIS HEAD ONLY

AutoCAD SHX Text

3" LIGHTWEIGHT INSULATION MATERIAL WITHIN INTERSTICE

AutoCAD SHX Text

20% OP CHAMBER

AutoCAD SHX Text H

AutoCAD SHX Text J

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AutoCAD SHX Text

SINGLE BULKHEAD

AutoCAD SHX Text LEGEND FOR TANKS (2000,1500,1000 GALLON): A: 4" FEMALE FIREGUARD COUPLING. 4" FEMALE FIREGUARD COUPLING. B: 2" FEMALE FIREGUARD COUPLING. 2" FEMALE FIREGUARD COUPLING. C: 6" FFSO #150 FLANGE -PRIMARY EMERGENCY VENT USE 6" FFSO #150 FLANGE -PRIMARY EMERGENCY VENT USE FFSO #150 FLANGE -PRIMARY EMERGENCY VENT USE FFSO #150 FLANGE -PRIMARY EMERGENCY VENT USE #150 FLANGE -PRIMARY EMERGENCY VENT USE #150 FLANGE -PRIMARY EMERGENCY VENT USE FLANGE -PRIMARY EMERGENCY VENT USE FLANGE -PRIMARY EMERGENCY VENT USE -PRIMARY EMERGENCY VENT USE -PRIMARY EMERGENCY VENT USE EMERGENCY VENT USE EMERGENCY VENT USE VENT USE VENT USE USE USE ONLY. D: 6" FFSO #150 FLANGE THROUGH OUTER SHELL ONLY, 6" FFSO #150 FLANGE THROUGH OUTER SHELL ONLY, FFSO #150 FLANGE THROUGH OUTER SHELL ONLY, FFSO #150 FLANGE THROUGH OUTER SHELL ONLY, #150 FLANGE THROUGH OUTER SHELL ONLY, #150 FLANGE THROUGH OUTER SHELL ONLY, FLANGE THROUGH OUTER SHELL ONLY, FLANGE THROUGH OUTER SHELL ONLY, THROUGH OUTER SHELL ONLY, THROUGH OUTER SHELL ONLY, OUTER SHELL ONLY, OUTER SHELL ONLY, SHELL ONLY, SHELL ONLY, ONLY, ONLY, EMERGENCY VENT USE ONLY. E: 2" FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON 2" FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON THROUGH OUTER SHELL ONLY WITH CAST IRON THROUGH OUTER SHELL ONLY WITH CAST IRON OUTER SHELL ONLY WITH CAST IRON OUTER SHELL ONLY WITH CAST IRON SHELL ONLY WITH CAST IRON SHELL ONLY WITH CAST IRON ONLY WITH CAST IRON ONLY WITH CAST IRON WITH CAST IRON WITH CAST IRON CAST IRON CAST IRON IRON IRON PLUG-MFG USE ONLY. F: 2" INTERSTITIAL MONITOR PIPE-MALE NPT END. 2" INTERSTITIAL MONITOR PIPE-MALE NPT END. G: 26" LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL 26" LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL x14" WIDE x 4" HIGH CLOSED TOP STEEL x14" WIDE x 4" HIGH CLOSED TOP STEEL WIDE x 4" HIGH CLOSED TOP STEEL WIDE x 4" HIGH CLOSED TOP STEEL x 4" HIGH CLOSED TOP STEEL x 4" HIGH CLOSED TOP STEEL 4" HIGH CLOSED TOP STEEL 4" HIGH CLOSED TOP STEEL HIGH CLOSED TOP STEEL HIGH CLOSED TOP STEEL CLOSED TOP STEEL CLOSED TOP STEEL TOP STEEL TOP STEEL STEEL STEEL ENCLOSURE WIELDED TO OUTER TANK. H: 6" SCH 40 PIPE . 6" SCH 40 PIPE . I: - - J: 4" FEMALE FIREGUARD COUPLING. 4" FEMALE FIREGUARD COUPLING. K: 2" FEMALE FIREGUARD COUPLING.2" FEMALE FIREGUARD COUPLING.

AutoCAD SHX Text LEGEND FOR TANK (500 GALLON) : : A: 2" FEMALE FIREGUARD COUPLING. 2" FEMALE FIREGUARD COUPLING. B: 4" FEMALE FIREGUARD COUPLING. 4" FEMALE FIREGUARD COUPLING. C: 4" FEMALE FIREGUARD COUPLING-FOR PRIMARY 4" FEMALE FIREGUARD COUPLING-FOR PRIMARY FEMALE FIREGUARD COUPLING-FOR PRIMARY FEMALE FIREGUARD COUPLING-FOR PRIMARY FIREGUARD COUPLING-FOR PRIMARY FIREGUARD COUPLING-FOR PRIMARY COUPLING-FOR PRIMARY COUPLING-FOR PRIMARY PRIMARY PRIMARY EMERGENCY VENT USE ONLY. D: 4" FITTING THROUGH OUTER SHELL ONLY MARK WITH 4" FITTING THROUGH OUTER SHELL ONLY MARK WITH FITTING THROUGH OUTER SHELL ONLY MARK WITH FITTING THROUGH OUTER SHELL ONLY MARK WITH THROUGH OUTER SHELL ONLY MARK WITH THROUGH OUTER SHELL ONLY MARK WITH OUTER SHELL ONLY MARK WITH OUTER SHELL ONLY MARK WITH SHELL ONLY MARK WITH SHELL ONLY MARK WITH ONLY MARK WITH ONLY MARK WITH MARK WITH MARK WITH WITH WITH SPECIAL WARNING LABEL INTERSTITIAL EMERGENCY VENT WARNING LABEL INTERSTITIAL EMERGENCY VENT WARNING LABEL INTERSTITIAL EMERGENCY VENT LABEL INTERSTITIAL EMERGENCY VENT LABEL INTERSTITIAL EMERGENCY VENT INTERSTITIAL EMERGENCY VENT INTERSTITIAL EMERGENCY VENT EMERGENCY VENT EMERGENCY VENT VENT VENT USE ONLY . E: 2" FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON 2" FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON THROUGH OUTER SHELL ONLY WITH CAST IRON THROUGH OUTER SHELL ONLY WITH CAST IRON OUTER SHELL ONLY WITH CAST IRON OUTER SHELL ONLY WITH CAST IRON SHELL ONLY WITH CAST IRON SHELL ONLY WITH CAST IRON ONLY WITH CAST IRON ONLY WITH CAST IRON WITH CAST IRON WITH CAST IRON CAST IRON CAST IRON IRON IRON PLUG-MFG USE ONLY. F: 2" INTERSTITIAL MONITOR PIPE- MALE NPT END. 2" INTERSTITIAL MONITOR PIPE- MALE NPT END. G: - . - . H: 20" LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL 20" LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL LONG x14" WIDE x 4" HIGH CLOSED TOP STEEL x14" WIDE x 4" HIGH CLOSED TOP STEEL x14" WIDE x 4" HIGH CLOSED TOP STEEL WIDE x 4" HIGH CLOSED TOP STEEL WIDE x 4" HIGH CLOSED TOP STEEL x 4" HIGH CLOSED TOP STEEL x 4" HIGH CLOSED TOP STEEL 4" HIGH CLOSED TOP STEEL 4" HIGH CLOSED TOP STEEL HIGH CLOSED TOP STEEL HIGH CLOSED TOP STEEL CLOSED TOP STEEL CLOSED TOP STEEL TOP STEEL TOP STEEL STEEL STEEL ENCLOSURE WIELDED TO OUTER TANK I: - - J: 4" SCH 40 PIPE. 4" SCH 40 PIPE. K: 3" FEMALE FIREGUARD COUPLING. 3" FEMALE FIREGUARD COUPLING. L: 2" FEMALE FIREGUARD COUPLING.2" FEMALE FIREGUARD COUPLING.

AutoCAD SHX Text S:\MS-Eng-Projects\2021 Projects\21-506 Replace Electric Panels\Design\DWG\Drawing2.dwg 11-18-20 08:31:32 AM VHACANBERGMR

AutoCAD SHX Text

TANKS DETAILS AND LEGEND

AutoCAD SHX Text

100% CONSTUCTION DOCUMENTS

AutoCAD SHX Text

REPLACE ABOVE GROUND FUEL STORAGE TANKS

AutoCAD SHX Text 528A5-21-508

AutoCAD SHX Text A-502

AutoCAD SHX Text

BATH VAMC

AutoCAD SHX Text

AutoCAD SHX Text 04/05/2023

AutoCAD SHX Text N/A

#5 BARS @ 12" OC

12'-4"

2'-0"

4'- 0"

XXXX

#5 BARS PLACED AS SHOWN

4'-0" 4'-0''

2'-0"

45°

COMPACTED STRUCTURAL FILL SUBBASE (NYSDOT 304-2.02)

UNSUITABLE MATERIAL MAY EXTEND 2'-0" TO 4'-0" BELOW

GRADE. THE DEPTH OF EXCAVATION SHALL BE TO SOIL HAVING

AN ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF.

℄TANK

BEARING

℄TANK

BEARING

6X6-W6, W6 WELDED

WIRE REINFORCEMENT SHEETS

4'-0"

SEE NOTE

NOTE:

ASSUMED MAXIMUM ALLOWABLE PRESSURE OF 3.000PSF AT 4'-0" BELOW GRADE

2'-0" (TYP)

8'-

0" 8'-

5'-

1'-0"

4'-0" 12'-4" 4'-0"

℄TANK

SADDLE

℄TANK

SADDLE

20'-4"

THICKENED SLAB

3'- 6"

ANCHOR (TYP)

4 LOCATIONSA-502

A-502

7/8" DIA ASTM A307 GRADE A THREADED ROD

8" EMBEDMENT, HILTI HIT-RE 500 EPOXY ADHESIVE

TYP, 4 PLACES

℄TANK SADDLE

REFER TO TANK DRAWING

TOP OF CONCRETE SLAB

INTERIOR EXTERIOR

SEAL

PENETRATION

W/NON-SHRINK

GROUT

LINK-SEAL WALL

SLEEVE;

MODEL "WS" (OR

APPROVED SLEEVE

OMITTED IN POURED

CONC. OR

CORE-DRILLED WALLS

LINK-SEAL WALL PENETRATION

SEAL, MODEL "LS" (OR APPROVED EQUAL)

PIPE OR

CONDUIT

WATER STOP & ANCHOR

COLLAR (OMITTED IN

EXIST. OR

CORE-DRILLED WALLS)

MASONRY

WALL

BUILDING WALL

SHUT-OFF

VALVE

PIPE SLEEVE;

SEE DETAIL

UNION

6" LONG

DIRT LEG

THREADED

CAP

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED

OXIDE (PAINT NO.1). ONE FINISH COAT OF YELLOW REFECTORIES TAPE

PER VA SPECIFICATIONS SHALL BE USED .

2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE,

SHALL BE SUBMITTED TO THE COR FOR APPROVAL.

UTILITY

CONCRETE

PER VA

SPECIFICATIONS

6"Øx7'-0"

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED

3'3"

Ar ch

E 1:

0" x

U C

N S.

dw g

O U

R M

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 19, 2023.