S02 - Drawing Set - Replace Main Switchgear.pdf

CAMPUS LOCATION MAP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA MEDICAL CENTER

REPLACE CAMPUS SWITCHGEAR

PROJECT: 405-21-002

163 VETERANS DRIVE

WHITE RIVER JUNCTION, VT 05009

GI-001

COVER SHEET

SRMRFK

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LOT

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AutoCAD SHX Text PARKING LOT #1 STAFF PARKING STAFF PARKING LOT #1A STAFF PARKING STAFF PARKING LOT #2 RESERVED PARKING RESERVED PARKING LOT #3 PATIENT ONLY W/ HANDICAP ACCESS PATIENT ONLY W/ HANDICAP ACCESS LOT #3A PATIENT ONLY W/ HANDICAP ACCESS PATIENT ONLY W/ HANDICAP ACCESS LOT #3B STAFF PARKING STAFF PARKING LOT #4A,B,C PATIENT ONLY PATIENT ONLY LOT #4D STAFF/PATIENT PARKING STAFF/PATIENT PARKING LOT #5 STAFF ONLY STAFF ONLY LOT #5B STAFF ONLY STAFF ONLY LOT #5C EQUIPMENT PARKING EQUIPMENT PARKING LOT #6 STAFF ONLY STAFF ONLY LOT #7 CONTRACTOR ONLY CONTRACTOR ONLY LOT #8 STAFF ONLYSTAFF ONLY

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AutoCAD SHX Text MAIN BUILDINGS BLDG 1 CLINICAL SERVICES CLINICAL SERVICES BLDG 2 WAREHOUSE AND BOILER PLANT WAREHOUSE AND BOILER PLANT BLDG 4 BUSINESS OFFICE BUSINESS OFFICE BLDG 6 ACQUISTION SERVICES ACQUISTION SERVICES BLDG 7 FISCAL SERVICES FISCAL SERVICES BLDG 8 MENTAL HEALTH SERVICES, OUTPATIENT MENTAL HEALTH SERVICES, OUTPATIENT BLDG 8A CANTEEN CANTEEN BLDG 9 QUALITY SCHOLARS QUALITY SCHOLARS BLDG 28 ADMINISTRATION ADMINISTRATION BLDG 31 MAIN HOSPITAL MAIN HOSPITAL BLDG 37 FACILITIES MANAGEMENT FACILITIES MANAGEMENT BLDG 39 OUTPATIENT SERVICES OUTPATIENT SERVICES BLDG 44 RESEARCH AND EDUCATION RESEARCH AND EDUCATION BLDG 52B PAVILION PAVILION BLDG 65 NATIONAL CENTER FOR PTSD NATIONAL CENTER FOR PTSD BLDG 66 WAREHOUSE WAREHOUSE BLDG 88 RURAL RESIDENTIAL CARE CENTERRURAL RESIDENTIAL CARE CENTER

AutoCAD SHX Text OTHER BUILDINGS & STRUCTURES BLDG 3 ABANDONED WATER TANK ABANDONED WATER TANK BLDG 5 GREEN HOUSE GREEN HOUSE BLDG 10 EPS GROUNDS EPS GROUNDS BLDG 11 STORAGE STORAGE BLDG 12 FLAG POLE FLAG POLE BLDG 19 STORAGE GARAGE STORAGE GARAGE BLDG 22 STORAGE STORAGE BLDG 29 ABANDONED WATER TANK ABANDONED WATER TANK BLDG 31B SMOKING ROOM SMOKING ROOM BLDG 32 STANDBY GENERATOR STANDBY GENERATOR BLDG 32B EMERGENCY GENERATOR EMERGENCY GENERATOR BLDG 34 OXYGEN STORAGE OXYGEN STORAGE BLDG 35 COOLING TOWER COOLING TOWER BLDG 43 SALT STORAGE SALT STORAGE BLDG 43A STORAGE STORAGE BLDG 45 EMERGENCY GENERATOR EMERGENCY GENERATOR BLDG 46 HAZMAT WASTE STORAGE HAZMAT WASTE STORAGE BLDG 47 FUEL STORAGE FUEL STORAGE BLDG 50 ELEVATED WATER TANK ELEVATED WATER TANK BLDG 51 MEMORIAL GARDEN MEMORIAL GARDEN BLDG 53 MEDICAL WASTE STORAGE MEDICAL WASTE STORAGE BLDG 54 UNDERGROUND FUEL STORAGE UNDERGROUND FUEL STORAGE BLDG 55 15 KV SWITCH GEAR 15 KV SWITCH GEAR BLDG T-3 STORAGE STORAGE BLDG T-18 STORAGE STORAGE BLDG T-44 RESEARCH RESEARCH BLDG T-58 ADMINISTRATION ADMINISTRATION BLDG T-59 ADMINISTRATION ADMINISTRATION BLDG T-60 ADMINISTRATION ADMINISTRATION BLDG T-61 ADMINISTRATION ADMINISTRATION BLDG T-62 ADMINISTRATION ADMINISTRATION BLDG T-63 ADMINISTRATION ADMINISTRATION

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NEW SWITCHGEAR BUILDING

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BLDG 8A

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DRAWING LEGENDGENERAL PROJECT NOTES

COORDINATION EXISTING CONDITIONS

CONSTRUCTION SAFETY NOTES DRAWINGS

SAFETY NOTES:

TERMS:

PARKING:

UNDERGROUND UTILITY NOTES

LOCKOUT AND TAGOUT NOTES:

PROJECT DESCRIPTION AND APPLICABLE CODES

GI-002

GENERAL

PROJECT INFORMATION

SRMRFK

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

CODE REVIEW

AutoCAD SHX Text THE GENERAL PROJECT NOTES ARE PART OF THE CONTRACTOR'S SCOPE OF WORK. THEY SHALL BE FOLLOWED IN CONJUNCTION WITH AND IN ADDITION TO SPECIFICATION SECTION 01 00 00 - GENERAL REQUIREMENTS AND MUST BE INCLUDED AS PART OF THE CONTRACTOR'S BASE PROJECT.

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1. DIRECTIONAL SIGNS MUST BE POSTED TO DISPLAY MEANS OF EGRESS AND LIFE SAFETY DIRECTIONAL SIGNS MUST BE POSTED TO DISPLAY MEANS OF EGRESS AND LIFE SAFETY INFORMATION. 2. ILLUMINATED EXIT SIGNS SHALL BE RELOCATED WHEN OBSTRUCTED BY CONSTRUCTION. ILLUMINATED EXIT SIGNS SHALL BE RELOCATED WHEN OBSTRUCTED BY CONSTRUCTION. 3. GENERAL CONTRACTOR SHALL WORK CLOSELY WITH THE COR WHEN LIFE SAFETY GENERAL CONTRACTOR SHALL WORK CLOSELY WITH THE COR WHEN LIFE SAFETY HAZARDS PRESENT. THE COR SHALL COMMUNICATE ALL SAFETY CONCERNS TO THE SAFETY AREA OFFICE. 4. CONTRACTOR SHALL KEEP DUST CONTAINMENT BARRIER PRESSURE AT NEGATIVE AT ALL CONTRACTOR SHALL KEEP DUST CONTAINMENT BARRIER PRESSURE AT NEGATIVE AT ALL TIMES. HVAC EXHAUST AND SUPPLY DUCTS SHALL BE COVERED AND SEALED DURING ALL DEMOLITION. 5. CONTRACTOR SHALL MEASURE CONSTRUCTION DUST CONTAINMENT BARRIER PRESSURE ON CONTRACTOR SHALL MEASURE CONSTRUCTION DUST CONTAINMENT BARRIER PRESSURE ON A DAILY BASIS, AND SHALL REPORT READING TO THE SAFETY OFFICE AND DESIGN OFFICE AS PER VA-OWNER REQUIREMENTS. 6. CONTRACTOR SHALL INSPECT THE INTEGRITY OF THE DUST CONTAINMENT BARRIER CONTRACTOR SHALL INSPECT THE INTEGRITY OF THE DUST CONTAINMENT BARRIER PRESSURE ON A DAILY BASIS, AND SHALL REPORT READING TO THE SAFETY OFFICE AND DESIGN OFFICE AS PER VA-OWNER REQUIREMENTS. 7. WORK SITE(S) SHALL BE SECURED BY LOCK WHEN NO EMPLOYEES ARE PRESENT ON WORK SITE(S) SHALL BE SECURED BY LOCK WHEN NO EMPLOYEES ARE PRESENT ON SITE. 8. FLOOR MATS AND STICKY MATS LOCATED A THE ENTRANCE TO THE CONSTRUCTION AREA FLOOR MATS AND STICKY MATS LOCATED A THE ENTRANCE TO THE CONSTRUCTION AREA SHALL BE RE4PLACED AS NEEDED (AT APPROXIMATELY 75% USED). FOR INDOOR WORK AREAS IN BUILDING No. 1. 9. GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE REMOVED PROMPTLY, ON A DAILY GOOD HOUSEKEEPING - TRASH AND DEBRIS SHALL BE REMOVED PROMPTLY, ON A DAILY BASIS. 10. HAZARDOUS MATERIALS SHALL BE STORED APPROPRIATELY TO MAINTAIN LIFE SAFETY AND HAZARDOUS MATERIALS SHALL BE STORED APPROPRIATELY TO MAINTAIN LIFE SAFETY AND CODE REQUIREMENTS. 11. ALL MSDS (MATERIALS SAFETY AND DATA SHEETS) SHALL BE POSTED ON JOB SITE. ALL MSDS (MATERIALS SAFETY AND DATA SHEETS) SHALL BE POSTED ON JOB SITE. 12. ICRA (INFECTION CONTROL RISK ASSESSMENT) SHALL BE POSTED ON JOB SITE, AS PER ICRA (INFECTION CONTROL RISK ASSESSMENT) SHALL BE POSTED ON JOB SITE, AS PER VA-OWNER REQUIREMENTS. 13. SMOKING REGULATIONS SHALL BE FOLLOWED, AS PER VA-OWNER REQUIREMENTS. SMOKING REGULATIONS SHALL BE FOLLOWED, AS PER VA-OWNER REQUIREMENTS. 14. FIRE EXTINGUISHERS SHALL BE READILY AVAILABLE IN THE CONSTRUCTION AREA. FIRE EXTINGUISHERS SHALL BE READILY AVAILABLE IN THE CONSTRUCTION AREA. 15. SAFETY AND TEMPORARY SIGNAGE SHALL BE IN PLACE AT ALL TIMES THROUGH DURATION SAFETY AND TEMPORARY SIGNAGE SHALL BE IN PLACE AT ALL TIMES THROUGH DURATION OF CONSTRUCTION. 16. SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN SAFETY ISSUES AS PER VA SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN SAFETY ISSUES AS PER VA REGULATIONS AND PER OSHA. 17. SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN ENVIRONMENTAL ISSUES SUBCONTRACTORS SHALL BE AWARE OF AND TRAINED IN ENVIRONMENTAL ISSUES MINIMUM 30 HOURS FOR SUPERINTENDENT AND 10 HOURS FOR WORKERS. 18. MEANS OF EGRESS SHALL BE CLEARLY DESIGNATED IN BOTH CONSTRUCTION AND MEANS OF EGRESS SHALL BE CLEARLY DESIGNATED IN BOTH CONSTRUCTION AND ADJACENT AREAS. ACCESS FOR THE FIRE DEPARTMENT AND EMERGENCY SERVICES SHALL BE CLEAR. 19. STATUS OF THE FIRE DETECTION/SPRINKLER SYSTEM SHALL BE: STATUS OF THE FIRE DETECTION/SPRINKLER SYSTEM SHALL BE: a. FIRE SPRINKLER SYSTEM IS ACTIVE FIRE SPRINKLER SYSTEM IS ACTIVE b. FIRE ALARM SYSTEM IS ACTIVE FIRE ALARM SYSTEM IS ACTIVE c. SMOKE DETECTORS ARE ACTIVE SMOKE DETECTORS ARE ACTIVE d. TEMPORARY SYSTEMS ARE IN PLACE TEMPORARY SYSTEMS ARE IN PLACE 20. EXTENSION CORDS SHALL BE PROTECTED AND DISCONNECTED AT THE END OF EACH DAY.EXTENSION CORDS SHALL BE PROTECTED AND DISCONNECTED AT THE END OF EACH DAY.

AutoCAD SHX Text DRAWINGS ARE ORGANIZED ACCORDING TO DISCIPLINES, WITH EACH DISCIPLINE DESCRIBING A GENERAL ASPECT OF THE CONSTRUCTION. DISCIPLINES ARE ARRANGED AS FOLLOWS: GI - GENERAL INFORMATION: WORK RELATED TO THE PROJECT AS A WHOLE. GS - GENERAL SITE (CIVIL) INFORMATION: WORK RELATED TO SITE DEMOLITION AND NEW INFORMATION. ES / ESS - ELECTRICAL AND ELECTRICAL SITE INFORATION: WORK RELATED TO THE ELECTRICAL SYSTEM.

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LEDGE/ROCK

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GRATING

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CONCRETE

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NORTH ARROW

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ELEVATION

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DECK SPAN

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GRATING DIRECTION

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TOP OF FOOTING ELEV.

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SECTION NUMBER

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DECK SPAN DIRECTION OR

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NOTE: NOT ALL SYMBOLS AND NOTATIONS USED

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WOOD

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BRICK

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CMU BLOCK

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RIGID INSULATION

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ROOF PITCH

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FOOTING STEP

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OPENING

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1/8" / FT

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FS

AutoCAD SHX Text THE CONTRACTOR SHALL FIELD VERIFY AND INVESTIGATE EXISTING BUILDING AND SITE CONDITIONS IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXTENT OF DEMOLITION AND NEW CONSTRUCTION AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL REASONABLY DETERMINE THE IMPACT THAT DEMOLITION AND NEW CONSTRUCTION WILL HAVE ON EXISTING BUILDING SYSTEMS INCLUDING BUT NOT LIMITED TO STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, COMMUNICATION, FIRE PROTECTION SYSTEMS AND ALL OTHER FACTORS THAT WILL AFFECT THE PROJECT. FAILURE TO DO SO WILL NOT BE GROUNDS FOR ADDITIONAL COSTS TO THE OWNER AFTER PROJECT HAS BEEN AWARDED. 1. THE CONTRACTOR SHALL CONFIRM IN WRITING THE LOCATIONS OF ALL UNEXPOSED THE CONTRACTOR SHALL CONFIRM IN WRITING THE LOCATIONS OF ALL UNEXPOSED UTILITY LINES WITH THE COR PRIOR TO PROCEEDING WITH ANY WORK. IF THE CONTRACTOR PROCEEDS WITHOUT SUCH PRIOR COORDINATION EFFORTS AND WRITTEN NOTICE AND DAMAGE OCCURS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING SUCH DAMAGE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR DOING ANY IMAGERY THROUGH CONCRETE FLOOR DECK AND SLAB PRIOR TO ANY CORE DRILLING. 2. THE CONTRACTOR SHALL REPORT ALL UNFORESEEN CONDITIONS DISCOVERED DURING THE CONTRACTOR SHALL REPORT ALL UNFORESEEN CONDITIONS DISCOVERED DURING INSPECTIONS OR DURING CONSTRUCTION IMMEDIATELY TO THE COR FOR CLARIFICATION OR DIRECTION, BEFORE CONTINUING WITH THAT PORTION OF THE WORK. UNFORESEEN CONDITIONS SHALL INCLUDE BUT NOT BE LIMITED TO CONDITIONS NOT VISUALLY DISTINGUISHABLE OR DISCREPANCIES BETWEEN ACTUAL EXISTING CONDITIONS AND AS-BUILT INFORMATION. 3. THE CONTRACTOR SHALL REPAIR OR REPLACE EXISTING CONSTRUCTION OUTSIDE OF THE CONTRACTOR SHALL REPAIR OR REPLACE EXISTING CONSTRUCTION OUTSIDE OF CONSTRUCTION LIMITS LINE DAMAGED BY CONTRACTOR'S OPERATIONS AND CONSTRUCTION ACTIVITIES AND FOR ALL AREAS WITHIN THE CONSTRUCTION LIMITS LINE DAMAGED AND NOT INDICATED IN THESE DOCUMENTS TO BE REMOVED. EXISTING CONSTRUCTION SHALL INCLUDE BUT NOT BE LIMITED TO, EXPOSED OR UNEXPOSED UTILITIES, LANDSCAPE, ADJACENT AREAS OF THE EXISTING BUILDING, WALLS, FINISHES, ETC. INCLUDING CRAWL SPACES. 4. IN AREAS WHERE MODIFICATIONS CAN ONLY OCCUR BY ACCESSING THROUGH ANOTHER IN AREAS WHERE MODIFICATIONS CAN ONLY OCCUR BY ACCESSING THROUGH ANOTHER OCCUPIED AREA OF THE FACILITY, THE CONTRACTOR SHALL INCLUDE IN THE BASE PROJECT ALL WORK ASSOCIATED WITH PATCHING AND REPAIRING CEILINGS, WALLS, MEP SYSTEMS, ETC. DAMAGED OR DISRUPTED AS A RESULT OF THIS ACCESS, THE CONTRACTOR SHALL USE FINISHES AND MATERIALS TO MATCH EXISTING. 5. THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS INCLUDING FLOOR TO FLOOR THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS INCLUDING FLOOR TO FLOOR HEIGHTS, FLOOR TO CEILING HEIGHTS, SPOT ELEVATIONS PRIOR TO PROCEEDING WITH WORK. ANY DISCREPANCIES OR CONFLICTS SHALL BE BROUGHT IMMEDIATELY TO THE COR'S ATTENTION FOR CLARIFICATION.

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1. PARKING IS EXTREMELY LIMITED AT THE AREA IN AND AROUND THE PROJECT SITE AT PARKING IS EXTREMELY LIMITED AT THE AREA IN AND AROUND THE PROJECT SITE AT THE VA CAMPUS. DEDICATED CONTRACTOR PARKING ON SITE WILL BE AVAILABLE DURING THE DURATION OF THE CONSTRUCTION PROJECT AS INDICATED ON THE DRAWINGS AND AS COORDINATED W/ THE COR. AND IS LOCATED AT PARKING LOT 'E'.

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL REMOVAL AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL REMOVAL AND OFF-SITE DISPOSAL OF TRASH, DEBRIS OR UNSALVAGED ITEMS REMOVED DURING DEMOLITION IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS INCLUDING CITY, COUNTY AND STATE REGULATIONS. THE PROJECT SITE SHALL BE CLEANED ON A DAILY BASIS OR AS DIRECTED BY THE COR DURING CONSTRUCTION ACTIVITIES TO PREVENT ACCUMULATION. THIS INCLUDES COMPLIANCE WITH HOSPITAL'S INFECTION CONTROL REQUIREMENTS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS FOR THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS FOR CONSTRUCTION SAFETY AND INSPECTION PROCEDURES. 3. THE CONTRACTOR SHALL CONFINE OPERATIONS WITHIN A CONSTRUCTION LIMIT LINE AS TO THE CONTRACTOR SHALL CONFINE OPERATIONS WITHIN A CONSTRUCTION LIMIT LINE AS TO PREVENT WORKERS, MATERIALS OR EQUIPMENT FROM INTERACTING WITH OTHER AREAS OUTSIDE OF THE CONSTRUCTION LIMITS LINE OCCUPIED BY PATIENTS, STAFF OR IN AREAS OCCUPIED BY THE GENERAL PUBLIC UNLESS OTHERWISE REQUIRED BY THESE DOCUMENTS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT AND PROVIDE THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT AND PROVIDE SAFETY AND SECURITY FOR ALL OCCUPANTS. THE CONTRACTOR SHALL PROVIDE SECURITY MEASURES AS REQUIRED FOR PROTECTION FROM VANDALISM, THEFT, DAMAGE TO CONSTRUCTION SITE AND PROTECTION OF THE GENERAL PUBLIC FROM HAZARDOUS OR DANGEROUS CONDITIONS AT ALL TIMES DURING CONSTRUCTION. 5. THIS PROJECT IS SUBJECT TO ALL OF THE SAFETY AND HEALTH REGULATIONS (CFR 29 THIS PROJECT IS SUBJECT TO ALL OF THE SAFETY AND HEALTH REGULATIONS (CFR 29 PART 1926 AS AMENDED) AS PROMULGATED BY THE U.S. DEPARTMENT OF LABOR. CONTRACTORS ARE URGED TO MAKE THEMSELVES FAMILIAR WITH THE REQUIREMENTS OF THESE REGULATIONS. THIS INCLUDES REGULATIONS FOR "CONFINED SPACE ENTRY" PERTAINING TO ALL EXISTING AND NEW MANHOLES.

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1. THE TERM “PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO THE TERM “PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO PROVIDE” AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO AS USED IN THESE CONTRACT DOCUMENTS MEANS ALL WORK TO BE ACCOMPLISHED BY THE CONTRACTOR TO INCLUDE FURNISHING, INSTALLING, MODIFYING AND CONNECTING ALL SPECIFIED ITEMS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 2. THE TERMS “APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR THE TERMS “APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR APPROVED EQUAL”, “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR , “EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR EQUAL TO”, “ACCEPTABLE”, “MATCH EXISTING” OR , “ACCEPTABLE”, “MATCH EXISTING” OR ACCEPTABLE”, “MATCH EXISTING” OR , “MATCH EXISTING” OR MATCH EXISTING” OR OR OTHER GENERAL QUALIFYING TERMS MEAN THAT MATERIALS SPECIFIED HAVE BEEN SUBSTITUTED BY THE GENERAL CONTRACTOR WITH MATERIALS SIMILAR IN QUALITY AND PERFORMANCE THAT THE ARCHITECT NEEDS TO APPROVE AND HAS DETERMINED ARE WITHIN THE GUIDELINES ESTABLISHED BY THESE CONTRACT DOCUMENTS. 3. THE TERM “TYPICAL” AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC THE TERM “TYPICAL” AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC TYPICAL” AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC AS USED IN THESE DOCUMENTS MEANS THAT A SPECIFIC CONDITION, INCLUDING DIMENSIONS, THE USE OF MATERIALS, THE INTEGRATION OF MATERIALS OR OTHER ASPECTS OF CONSTRUCTION ARE CONSISTENTLY DUPLICATED ELSEWHERE IN THESE DOCUMENTS.

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DRAWING WHERE SHOWN

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DETAIL NUMBER

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KEYED NOTE

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND FULLY UNDERSTANDING ALL ASPECTS OF THE CONTRACT DOCUMENTS INCLUDING COORDINATION BETWEEN THE DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE CONTRACTING OFFICER REPRESENTATIVE (COR) ATTENTION IN WRITING FOR CLARIFICATION. 1. THE CONTRACTOR SHALL INSURE THAT SERVICES TO ADJACENT AREAS AFFECTED BY THE CONTRACTOR SHALL INSURE THAT SERVICES TO ADJACENT AREAS AFFECTED BY CONSTRUCTION SHALL REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. IF ANY DISRUPTION OF SERVICES IS NECESSARY, THE CONTRACTOR SHALL NOTIFY THE COR AT LEAST 48 HOURS IN ADVANCE PRIOR TO SUCH DISRUPTION, REFER TO SPECIFICATIONS.

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1. PRIOR TO CONSTRUCTION, EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF PRIOR TO CONSTRUCTION, EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL OBSTRUCTIONS AND UNDERGROUND UTILITIES INDICATED ON PLAN. IF A CONFLICT EXIST BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE COR SO THAT THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY FOR ALL PARTIES. 2. IF ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES ARE SHOWN ON THESE IF ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES ARE SHOWN ON THESE DRAWINGS, THEY ARE SHOWN IN AN APPROXIMATE MANNER ONLY, AND SUCH LINES MAY EXIST WHERE NONE ARE SHOWN. IF ANY SUCH EXISTING LINES ARE SHOWN, THE LOCATION IS BASED UPON INFORMATION PROVIDED BY THE VA AND AND DATA OBTAINED FROM A SERVING UTILITY. THE INFORMATION MAY BE INCOMPLETE, OR MAY BE OBSOLETE BY THE TIME CONSTRUCTION COMMENCES. THE ENGINEER HAS NOT CONDUCTED ANY EXPLORATORY EXCAVATIONS AND HAS ONLY DONE PRELIMINARY INVESTIGATION OF THE LOCATION, DEPTH, SIZE, OR TYPE OF THE EXISTING UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES. THIS INVESTIGATION IS NOT CONCLUSIVE, AND MAY NOT BE COMPLETE; THEREFORE, THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE RESULTS OF THE INVESTIGATION. THE CONTRACTOR SHALL INFORM ITSELF OF THE LOCATION OF ANY UTILITY LINE, PIPELINE, OR UNDERGROUND UTILITY LINE IN OR NEAR THE AREA OF WORK IN ADVANCE OF AND DURING EXCAVATION WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED BY ITS FAILURE TO LOCATE, IDENTIFY, AND PRESERVE ANY AND ALL EXISTING UTILITIES, PIPELINES, AND UNDERGROUND UTILITY LINES. IN PLANNING AND CONDUCTING EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH STATE STATUTES, MUNICIPAL AND LOCAL ORDINANCES, AND RULES AND REGULATIONS, IF ANY, PERTAINING TO THE LOCATION OF THESE LINES AND FACILITIES. 3. ALL UTILITY LINES SHALL BE MAINTAINED IN SERVICE. SHORING, SHEETING, AND OTHER MEANS ALL UTILITY LINES SHALL BE MAINTAINED IN SERVICE. SHORING, SHEETING, AND OTHER MEANS OF SUPPORT SHALL BE EMPLOYED BY THE CONTRACTOR TO PREVENT DAMAGE OR LOSS OF THESE EXISTING UTILITIES. BEAM AND CABLE OR OTHER ADEQUATE SUPPORTS SHALL BE USED FOR TEMPORARY SUPPORT OF ALL UTILITY LINES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER MUST BE IMMEDIATELY NOTIFIED OF ANY SIGNIFICANT DEVIATION OF EXPOSED UTILITIES FROM THE LOCATIONS SHOWN ON THE PLANS SO THAT CONFLICTS CAN BE RESOLVED IN A TIMELY MANNER. NO ADDITIONAL COMPENSATION SHALL BE REWARDED FOR RESOLVING THESE CONFLICTS. FOR PIPELINE TRENCH EXCAVATION. 4. COMPLY WITH THE OSHA REGULATIONS STANDARD NO. 1926. TRENCH SUPPORT AND COMPLY WITH THE OSHA REGULATIONS STANDARD NO. 1926. TRENCH SUPPORT AND TEMPORARY SHORING SHALL BE REQUIRED FOR PROTECTION OF LIFE AND LIMB DURING PIPELINE CONSTRUCTION TO SATISFY CONSTRAINTS IDENTIFIED IN THE DRAWINGS FOR LIMITS OF DISTURBANCE, PROTECTION OF EXISTING UTILITIES, ETC., AND SHALL BE DESIGNED BY CONTRACTOR IN ACCORDANCE WITH OSHA STANDARDS. DESIGN AND CONSTRUCTION OF ALL FORMS, SHORING, AND TEMPORARY BRACING SHALL COMPLY WITH 29 CFR 1926, AND THESE COSTS SHALL BE CONSIDERED INCIDENTAL TO THE TRENCHING AND BACKFILL COSTS.

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1. COORDINATE WITH VAMC FACILITIES AND COR ON MANUAL LOCK-OUT PROCEDURES FOR EACH FEEDER AT THE SUBSTATION WHEN WORK IS BEING PERFORMED ON THE FEEDER. THE FEEDER SHALL BE TAGGED AND THE CONTRACTOR'S NAME CLEARLY IDENTIFIED ON EACH TAG. THE CONTRACTOR SHALL CARRY A LOCK-OUT KIT ON SITE AT ALL TIMES. BU OPERATIONS SHALL BE NOTIFIED EACH TIME A FEEDER IS SECURED AND EACH TIME A FEEDER IS RETURNED BACK INTO SERVICE. 2. THE CONTRACTOR SHALL WORK CLOSELY WITH THE COR ON ALL LOCKOUT AND TAGOUT COR ON ALL LOCKOUT AND TAGOUT ON ALL LOCKOUT AND TAGOUT PROCEDURES AND THEY MUST COMPLY WITH OSHA STANDARD FOR THE CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT), TITLE 29 CODE OF FEDERAL REGULATIONS (CFR) PART 1910.147 AS WELL AS THE ESTABLISHED PROCEDURE BY THE VAMC. 3. RETURN ALL FEEDERS TO 'NORMAL SERVICE' AT THE END OF EACH WORKDAY/NIGHT ONLY AFTER ALL WORK HAS BEEN TESTED AND CLEARED FOR ENERGIZING UNLESS TEMPORARY POWER IS BEING FURNISHED. IF TEMPORARY POWER IS BEING PROVIDED IT SHALL REMAIN ENERGIZED AND SERVE THE FACILITY UNTIL NORMAL POWER AND THE NEW CONSTRUCTION HAS BEEN INSTALLED, TESTED AND ENERGIZED.

AutoCAD SHX Text THE CONTRACT DOCUMENTS INCLUDING THE DRAWINGS AND THE SPECIFICATIONS PROVIDE GENERAL IMPROVEMENTS FOR THE VA MEDICAL CENTER, WHITE RIVER JUNCTION, VT. THE PROJECT IS TO UPGRADE THE ELECTRICAL DISTRIBUTION SYSTEM TO COMPLY WITH CURRENT VHA, NFPA, JOINT COMMISSION, AND OSHA CODES AND GUIDELINES AS DEFINED BY THE VA AS THE 'REPLACE CAMPUS SWITCHGEAR' PROJECT 405-21-002. RELEVANT CODES AND STANDARDS - LATEST EDITIONS: THE ELECTRICAL INSTALLATIONS INDICATED ON THE CONTRACT DOCUMENTS SHALL MEET LATEST EDITION OF ALL APPLICABLE CODES AND VA DIRECTIVES, INCLUDING BUT NOT LIMITED TO: 1. VHA DIRECTIVE 1028, LATEST EDITION, ELECTRICAL POWER DISTRIBUTION SYSTEM, VHA DIRECTIVE 1028, LATEST EDITION, ELECTRICAL POWER DISTRIBUTION SYSTEM, 2. NFPA 99, HEALTH CARE FACILITIES CODE, LATEST EDITION, NFPA 99, HEALTH CARE FACILITIES CODE, LATEST EDITION, 3. JOINT COMMISSION ACCREDITATION MANUAL, JOINT COMMISSION ACCREDITATION MANUAL, 4. OSHA REGULATIONS, INCLUDING PART 1910 AND 1926, OSHA REGULATIONS, INCLUDING PART 1910 AND 1926, 5. CEOSH GENERAL SAFETY GUIDEBOOK, CEOSH GENERAL SAFETY GUIDEBOOK, 6. IEEE GUIDELINES, INCLUDING STANDARD 1584, ARC-FLASH CALCULATIONS. IEEE GUIDELINES, INCLUDING STANDARD 1584, ARC-FLASH CALCULATIONS. TELECOMMUNICATIONS INDUSTRY ASSOCIATION 1. ANSI/TIA/EIA-568 COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD ANSI/TIA/EIA-568 COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD 2. ANSI/TIA/EIA-569 COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS ANSI/TIA/EIA-569 COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATION PATHWAYS AND SPACES 3. ANSI/TIA J-STD-607-B GENERIC TELECOMMUNICATIONS BONDING AND GROUNDING ANSI/TIA J-STD-607-B GENERIC TELECOMMUNICATIONS BONDING AND GROUNDING (EARTHING) FOR CUSTOMER PREMISES NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1. NFPA 70: NATIONAL ELECTRICAL CODE NFPA 70: NATIONAL ELECTRICAL CODE 2. NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE 3. NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS 4. NFPA 101: LIFE SAFETY CODE NFPA 101: LIFE SAFETY CODE 5. NFPA 900: BUILDING ENERGY CODE NFPA 900: BUILDING ENERGY CODE 6. NFPA 5000: BUILDING CONSTRUCTION AND SAFETY CODE NFPA 5000: BUILDING CONSTRUCTION AND SAFETY CODE ICC INTERNATIONAL CODE COUNCIL IBC INTERNATIONAL BUILDING CODE IECC INTERNATIONAL ENERGY CONSERVATION CODE IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NESC NATIONAL ELECTRICAL SAFETY CODE

AutoCAD SHX Text GROUT or FINE CRUSHED GRAVEL

AutoCAD SHX Text SLOPE DIRECTION, and MAGNITUDE

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UNDISTURBED SUBGRADE

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COMPACTED GRANULAR FILL

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

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VA MEDICAL CENTER WHITE RIVER JUNCTION, VERMONT SWITCHGEAR REPLACEMENT – ELECTRICAL SERVICES BUILDING ELECTRICAL SERVICES BUILDING PROJECT NO. 405-21-002 CODE REVIEW APPLICABLE CODES: NFPA 101 – 2021 NFPA 101 – 2021 2021 IBC – 2021 2021 ARCHITECTURAL BARRIERS ACT/VA BARRIER FREE DESIGN STANDARD CONSTRUCTION TYPE: NFPA 101/IBC NFPA 101/IBC UNPROTECTED NON COMBUSTIBLE IIB IIB USE GROUP: NFPA101: INDUSTRIAL NFPA101: INDUSTRIAL IBC: UTILITY FIRE PROTECTION: FULLY FIRE PROTECTED WITH MANUAL FIRE ALARM SYSTEM FULLY FIRE PROTECTED WITH MANUAL FIRE ALARM SYSTEM BUILDING AREA: (1ST FLOOR) 1,138 GSF 1,138 GSF OCCUPANT LOAD: SECTION 7.3.1.2 SECTION 7.3.1.2 TOTAL PROBABLE OCCUPANT LOAD: 4 PERSONS 4 PERSONS EGRESS REQUIRED ACTUAL REQUIRED ACTUAL ACTUAL 4 PERSONS X 0.2” PER PERSON: 8” (2 EXITS REQUIRED) 4 EGRESS DOORS TOTAL 144” PER PERSON: 8” (2 EXITS REQUIRED) 4 EGRESS DOORS TOTAL 144” 8” (2 EXITS REQUIRED) 4 EGRESS DOORS TOTAL 144” (2 EXITS REQUIRED) 4 EGRESS DOORS TOTAL 144” 4 EGRESS DOORS TOTAL 144” EQUIPMENT ACCESS : SECTION 40.2.5.3.1 SECTION 40.2.5.3.1 MINIMUM 22” CLEAR >72” ACTUAL CLEAR >72” ACTUAL >72” ACTUAL ACTUAL DEAD END CORRIDOR: NONE NONE FIRE RESISTANCE RATINGS: REQUIRED ACTUAL REQUIRED ACTUAL ACTUAL EXTERIOR BEARING WALLS: 0 HOURS 2 HOUR 0 HOURS 2 HOUR 2 HOUR INTERIOR BEARING WALLS: 0 HOURS N/A 0 HOURS N/A N/A INTERIOR NON-BEARING WALLS: 0 HOURS N/A 0 HOURS N/A N/A COLUMNS SUPPORTING A ROOF ONLY: 0 HOUR N/A 0 HOUR N/A N/A FLOOR CONSTRUCTION: 0 HOUR N/A 0 HOUR N/A N/A CEILING CONSTRUCTION: 0 HOUR N/A 0 HOUR N/A N/A FIRE PROTECTION SYSTEM: NOT REQUIREDNOT REQUIRED

PLAN VIEW

” Location

PROJECT TITLE

(LOGO)

DEPARTMENT OF VETERANS AFFAIRS

DANGER

KEEP OUT

GI-003

CONSTRUCTION SIGNS AND

TEMPORARY FENCING DETAIL

SRMRFK

THIS SPACE FOR LISTING OF

• General Contactor

• Prime A/E Firm

• VA Office of Construction & Facilities

Management

END VIEW

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Building Number

Drawing Number

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Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

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CF

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NOT TO SCALE

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CONSTRUCTION FENCING (TEMPORARY/PORTABLE)

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BOTTOM RAIL

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FACE

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EQUAL

AutoCAD SHX Text 24" (609 mm)

AutoCAD SHX Text 4” x 6” Posts x 6” Posts Posts

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GRADE

AutoCAD SHX Text 4-1/2” (114 mm)(114 mm)

AutoCAD SHX Text 4" (101 mm)

AutoCAD SHX Text 9" (228 mm)

AutoCAD SHX Text 1-1/2" (38 mm)

AutoCAD SHX Text 1-1/2" (38 mm)

AutoCAD SHX Text 3/4" (19 mm)

AutoCAD SHX Text 36" (914 mm)

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4” X 4” POSTSX 4” POSTSPOSTS

AutoCAD SHX Text TEMPORARY FENCE NOTES: 1. PROVIDE PORTABLE SELF-STANDING TEMPORARY CONSTRUCTION FENCE ALONG PROVIDE PORTABLE SELF-STANDING TEMPORARY CONSTRUCTION FENCE ALONG PERIMETER OF CONSTRUCTION WORK AREA SITES AND STAGING AREA AS SHOWN ON PLANS. 2. TEMPORARY CONSTRUCTION FENCE SHALL BE FREE STANDING CONSTRUCTION TEMPORARY CONSTRUCTION FENCE SHALL BE FREE STANDING CONSTRUCTION FENCE, PANELIZED OF CHAIN LINK FENCING AND COMPLETE WITH ALL BRACKETS AND SUPPORTS.

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GRADE

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WEATHER CAP, TYPICAL

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TOP OF CHAIN LINK FABRIC TO HAVE CLOSED KNUCKLES

AutoCAD SHX Text PLASTIC "DANGER KEEP OUT" SIGN. ATTACH SIGNS TO FENCE WITH PLASTIC TIES. SPACE SIGNS 50' APART MAX.

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TOP RAIL

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FENCE POST, TYPICAL

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CHAIN LINK FABRIC, TYPICAL

AutoCAD SHX Text STABILIZER BRACKET/BASE PLATE: HOT DIPPED GALVANIZED STEEL HEAVY DUTY CONSTRUCTION TYPE. UTILIZE SAND BAGS OR OTHER SUITABLE WEIGHT FOR STABILITY, TYPICAL.

AutoCAD SHX Text VA DESIGN GUIDE - SPECIALTY SIGNS CONSTRUCTION SIGN SP-24.01 SIZE SIGN PANEL: 1829 MM H X 2438 MM W 6' H X 8' W DESCRIPTION SIGN USED ON CONSTRUCTION SITES TO PROVIDE INFORMATION DESIGNATING THE SPECIFIC DEPARTMENT OF VETERANS AFFAIRS” PROJECT UNDER CONSTRUCTION AS WELL AS THE NAME OF THE GENERAL CONTRACTOR AND OTHER PROJECT SPECIFIC CONSULTANTS. MESSAGE CONFIGURATION REFER TO MESSAGE LAYOUT DRAWING FOR DIMENSIONS. SIGN COMPONENTS POSTS (METAL OR WOOD) AND FRAMED MDO PLYWOOD OR ALUMINUM SIGN PANEL. GRAPHIC PROCESS SURFACE APPLIED VINYL OR SCREENED GRAPHICS COLORS BACKGROUND: VA BLUE AND WHITE TYPE: BLACK REFER TO COLOR CHART. TYPOGRAPHY HELVETICA BOLD MOUNTING POST MOUNTED FRAMED SIGN PANEL. INSTALLATION IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT THE ENTRY, OR A VISIBLE LOCATION, ON A CONSTRUCTION SITE.

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ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED

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SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS

AutoCAD SHX Text FACE PANEL TO BE AN EXTERIOR GRADE. MDO SHEET OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY SEALED.

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DEPTH & TYPE OF FOOTING DETERMINED BY EXISTING SOIL CONDITIONS

AutoCAD SHX Text 72" (1828 mm)

AutoCAD SHX Text 53" (1386 mm)

AutoCAD SHX Text 11" (283 mm)

AutoCAD SHX Text 19" (482 mm)

AutoCAD SHX Text VARIES 24"(609 mm) TO 36”(914mm)(914mm)

AutoCAD SHX Text 96" (2438 mm)

AutoCAD SHX Text 6" (152 mm)

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GRADE

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EQUAL

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CONSTRUCTION SIGN - VA SIGN GUIDE SP-24.01

AutoCAD SHX Text VA DESIGN GUIDE - SPECIALTY SIGNS SAFETY SIGN SP-24.04 SIZE SIGN PANEL: 914 MM H X 1219 MM W 3' H X 4' W DESCRIPTION SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION REGARDING FREQUENCY OF ON SITE CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL IS BUILT WITH A REGION TO DISPLAY CHANGEABLE NUMBERS TO INDICATED THE NUMBER OF DAYS SINCE TIME WAS LOST DUE TO A CONSTRUCTION ACCIDENT. MESSAGE CONFIGURATION REFER TO MESSAGE LAYOUT DRAWING FOR DIMENSIONS. SIGN COMPONENTS POSTS (METAL OR WOOD) AND MDO PLYWOOD OR ALUMINUM SIGN PANEL. SIGN PANEL MAY OR MAY NOT BE BE FRAMED. SIGN PANEL IS EQUIPPED WITH A REGION TO DISPLAY CHANGEABLE NUMBERS. GRAPHIC PROCESS SURFACE APPLIED VINYL OR SCREENED GRAPHICS. COLORS FOR BACKGROUND, TYPE AND GRAPHIC COLORS, REFER TO COLOR CHART. TYPOGRAPHY HELVETICA BOLD MOUNTING POST MOUNTED SIGN PANEL INSTALLATION IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT A VISIBLE LOCATION ON A CONSTRUCTION SITE NEAR THE FIELD OFFICE.

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NOT TO SCALE

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SAFETY CONSTRUCTION SIGN - VA SIGN GUIDE SP-24.04

AutoCAD SHX Text 36" (914 mm)

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CHANGEABLE NUMBERS

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ALL VISIBLE SURFACES TO BE PRIMED AND PAINTED

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SIGN ATTACHED TOGETHER WITH WOOD SCREWS & LAG BOLTS

AutoCAD SHX Text FACE PANEL TO BE AN EXTERIOR GRADE. MDO SHEET OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY SEALED.

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GRADE

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DEPTH & TYPE OF FOOTING DETERMINED BY EXISTING SOIL CONDITIONS

AutoCAD SHX Text 2” x 4” FRAMING x 4” FRAMING FRAMING

AutoCAD SHX Text 4” x 4” POSTSx 4” POSTSPOSTS

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FACE

AutoCAD SHX Text 48" (1219 mm)

AutoCAD SHX Text 4" (101 mm)

AutoCAD SHX Text 4-1/2” (114 mm)(114 mm)

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AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

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P

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

S

V A M C

W h it e

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C iv il\ le g e n d .d w g

:1

A M

LA

Y O U T

LE

G E N

D GS-001

BEGLDC

CIVIL GENERAL NOTES & LEGEND

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

S

V A M C

W h it e

R iv e r S w it c h g e a r\ D ra w in g s\

C iv il\ S P 1.

d w g

:1

A M

LA

Y O U T

E C

GS-101

BEGLDC

EXISTING

CONDITIONS-REMOVALS PLAN

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

S

V A M C

W h it e

R iv e r S w it c h g e a r\ D ra w in g s\

C iv il\ S P 1.

d w g

:1

A M

LA

Y O U T

S P

GS-102

CIVIL SITE PLAN

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

S

V A M C

W h it e

R iv e r S w it c h g e a r\ D ra w in g s\

C iv il\ S P 1.

d w g

:1

A M

LA

Y O U T

P P

GS-103

BEGLDC

RETAINING WALL PLAN AND

ELEVATION

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

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GS-104

CIVIL LAYOUT PLAN

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

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V A M C

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GS-501

TYPICAL CIVIL DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

S

V A M C

W h it e

R iv e r S w it c h g e a r\ D ra w in g s\

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GS-502

BEGLDC

TYPICAL CIVIL DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

I:

LR

S

V A M C

W h it e

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EROSION PREVENTION &

SEDIMENTATION CONTROL PLAN

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A M

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Y O U T

E P S C

D E T

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

ISSUED FOR

CONSTRUCTION

NOT SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE CAMPUS SWITCHGEAR

VA WHITE RIVER JUNCTION, VT

405-21-002

Project Director

MAY 23, 2023Revisions: Date:

© Copyright 2023 DuBois & King Inc.

85 MAIN STREET

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

www.dubois-king.com

NEW BUILDING

Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

565 Benfield Road, Suite 400

GS-504

BEGLDC

EROSION PREVENTION &

SEDIMENTATION CONTROL DETAILS

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

VA FORM 08 - 6231

Revisions: Date:

CONSULTANT ARCHITECT/ENGINEER OF RECORD Drawing Title

Approved: Project Director Location

Issue Date Checked

Drawing Number

Building Number

Project Number

405-21-002REPLACE CAMPUS SWITCHGEAR

Fi le

P at h

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ISSUED FOR

CONSTRUCTION

Drawn

VA WHITE RIVER JUNCTION, VT

Project Title

VA MAY 23, 2023

A

B

C

D

E

F

NEW BUILDING

85 MAIN STREET

www.dubois-king.com

SPRINGFIELD, VT 05156

TEL: (802) 591-4326

FAX: (866) 783-7101

© Copyright 2022 Dubois & King Inc. NOT SPRINKLERED on e eig ht h inc h on e fo ot on e qu ar te r i nc h on e fo ot th re e eig ht hs in ch o ne fo ot on e ha lf i nc h on e fo ot th re e qu ar te rs in ch o ne fo ot on e inc h on e fo ot on e an d on e ha lf i nc he s = o ne fo ot th re e inc he s = o ne fo ot 6" 6"

6"

6"

565 Benfield Road, Suite 400 Severna Park, Maryland 21146

TEL: 410.544.3570

www.LRSFederal.com

5/

/2

8:

:1

AM

STRUCTURAL NOTES

TWD OEA

SS-001

DESIGN CRITERIA

1. CODES: IBC 2021 AND ASCE 7-16

2. RISK CATEGORY: IV

3. ROOF LOADS:

DEAD LOAD: 12 PSF

HANGING LOAD ALLOWANCE: 20 PSF

GROUND SNOW LOAD (Pg): 50 PSF FLAT ROOF SNOW LOAD (Pf): 42 PSF, PLUS DRIFT AS REQUIRED EXPOSURE FACTOR (Ce): 1.0 THERMAL FACTOR (Ct): 1.0 IMPORTANCE FACTOR (Is): 1.2

4. WIND LOAD:

ULTIMATE WIND SPEED (Vult): 134 MPH NOMINAL DESIGN WIND SPEED (Vasd): 104 MPH

WIND EXPOSURE: C

INT. PRESSURE COEFFICIENT (GCpi): ± 0.18

COMPONENTS/CLADDING: ASCE 7-10

5. SEISMIC LOAD:

IMPORTANCE FACTOR (Ie): 1.5 MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss = 0.244 AND S1 = 0.071

SITE CLASS: D (PER IBC 1613.2.2)

SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.260 AND Sd1 = 0.113

SEISMIC DESIGN CATEGORY: C

SEISMIC FORCE-RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLS, R = 2

DESIGN BASE SHEAR Cs = 0.195W

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE METHOD

GENERAL

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE SPECIFICATIONS AND ARCHITECTURAL, ELECTRICAL, MECHANICAL AND CIVIL/SITE DRAWINGS.

2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AND REGULATIONS.

3. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.

4. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND REPORT DISCREPANCIES TO

ENGINEER BEFORE PROCEEDING WITH THE WORK.

6. IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE DRAWINGS GOVERN.

SHOP DRAWINGS AND PRODUCT DATA

1. SHOP DRAWINGS: SUBMIT ELECTRONICALLY TO THE OWNER FOR REVIEW. SHOP DRAWINGS WILL BE PROCESSED

AND RETURNED ELECTRONICALLY.

2. PRODUCT DATA: SUBMIT ELECTRONICALLY TO THE OWNER, MARKING TO INDICATE ACTUAL PRODUCT TO BE

PROVIDED. PRODUCT DATA WILL BE PROCESSED AND RETURNED ELECTRONICALLY.

EARTHWORK

1. SUBMITTALS: SUBMIT TEST REPORTS ON BORROW MATERIAL, VERIFICATION OF FOOTING SUBGRADE MATERIAL, IN-

PLACE SOIL DENSITY TEST AND OPTIMUM MOISTURE-MAXIMUM DENSITY CURVES.

2. EXISTING UTILITIES: LOCATE BY HAND EXCAVATION AND PROVIDE PROTECTION FROM DAMAGE. COOPERATE WITH

OWNER AND UTILITY COMPANIES FOR MAINTAINING SERVICES.

3. PROTECTIONS: PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES IN AREAS OF WORK. BARRICADE OPEN EXCAVATIONS AND PROVIDE WARNING LIGHTS. SLOPE SIDES OF EXCAVATIONS AS REQUIRED FOR SAFE WORKING CONDITIONS. COMPLY WITH REGULATIONS OF AUTHORITIES HAVING JURISDICTION

INCLUDING OSHA REGULATIONS FOR ALL EXCAVATION AND BACKFILLING WORK.

4. ENGINEERED FILL: ENGINEERED FILL SHOULD BE CLEAN, WELL-GRADED SANDS AND GRAVELS MEETING THE REQUIREMENTS CALLED OUT FOR ITEM 704.08 GRANULAR BACKFILL FOR STRUCTURES IN THE LATEST EDITION OF THE VERMONT AGENCY OF TRANSPORTATION (VTRANS) STANDARD SPECIFICATION FOR CONSTRUCTION.

5. CRUSHED STONE: WASHED, ¾” CRUSHED STONE FREE OF ORGANICS, DEBRIS, AND OTHER OBJECTIONABLE MATERIAL.

6. NONWOVEN SEPARATION GEOTEXTILE: MIRAFI 140N OR APPROVED EQUAL.

7. EXCAVATION: REMOVE AND DISPOSE OF MATERIAL ENCOUNTERED TO OBTAIN REQUIRED SUBGRADE ELEVATIONS.

8. DEWATERING: PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES FROM

SOFTENING, UNDERMINING, WASHOUT AND DAMAGE BY RAIN OR WATER ACCUMULATION.

9. BACKFILL AND FILL: PLACE SATISFACTORY BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH, COMPACTING EACH LAYER TO REQUIRED MAXIMUM DENSITY. DO NOT PLACE MATERIALS ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN ICE OR FROST. USE CRUSHED STONE UNDER INTERIOR AND EXTERIOR SLABS ON GRADE. USE ENGINEERED FILL UNDER STRUCTURES AND WITHIN 5 FEET OF BUILDING LINES.

10. COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12 INCHES OF EXISTING SUBGRADE FOR STRUCTURES, SLABS, STEPS AND PAVEMENTS TO 95 PERCENT MAXIMUM DENSITY AND FOR FOOTINGS TO 98 PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. FOR LAWN AND OTHER UNPAVED AREAS, COMPACT TO 92 PERCENT MAXIMUM DENSITY.

11. TESTING: CONTRACTOR WILL ENGAGE/EMPLOY SOILS TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING EARTHWORK OPERATIONS. TYPE AND QUANTITY OF TESTS SHALL BE AS DIRECTED BY THE

ENGINEER.

12. FOOTINGS: PLACE FOOTINGS ON SUBGRADE CAPABLE OF SUPPORTING A SUPERIMPOSED LOAD OF 2,000 POUNDS PER SQUARE FOOT. SUBGRADE TO BE INSPECTED BY QUALIFIED ENGINEER PRIOR TO FOOTING INSTALLATION. BACKFILL OVER-EXCAVATION AT FOOTING WITH COMPACTED ENGINEERED FILL AS DIRECTED BY ENGINEER.

CONCRETE

1. ALL CONCRETE SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF ACI 318 "BUILDING CODE REQUIREMENTS OF

REINFORCED CONCRETE" AND ACI FIELD REFERENCE MANUAL SP-15.

2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301," SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS," EXCEPT AS MODIFIED OR SUPPLEMENTED BELOW.

3. SHOP DRAWINGS AND DATA: SUBMIT SHOP DRAWINGS COMPLYING WITH ACI SP-66 "ACI DETAILING MANUAL" AND PRODUCT DATA

FOR ACCESSORIES, ADMIXTURES AND CURING COMPOUNDS.

4. MIX PROPORTIONS AND DESIGNS SHALL BE SUBMITTED FOR APPROVAL. LIMIT MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE TO 0.3 BY WEIGHT OF CEMENT FOR INTERIOR CONCRETE AND 0.15 FOR EXTERIOR CONCRETE.

CONCRETE CONCRETE CONCRETE MAX W/CM

USAGE STRENGTH CLASS RATIO AIR

FOOTINGS & WALLS 3,000 psi F0, S0, W0, C1 0.55 6% +/- 1.5% INTERIOR SLAB-ON-GRADE 3,500 psi F0, S0, W0, C0 0.55 <3% EXTERIOR SLAB-ON-GRADE 5,000 psi F3, S0, W0, C1 0.40 6% +/- 1.5%

5. REINFORCING STEEL: ASTM A 615 GRADE 60.

6. EXPANSION AND ISOLATION JOINT FILLER STRIPS: ASTM D 1751, ASPHALT-SATURATED CELLULOSIC FIBER OR

ASTM D 1752 CORK OR SELF-EXPANDING CORK.

7. JOINT FILLER: SIKA FLEX 1A OR APPROVED EQUIVALENT.

8. ALL CONCRETE SHALL BE READY-MIX CONCRETE CONFORMING TO…