C27. Replace Primary Substation-Final Stamped Drawings_0000003559.pdf

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REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL PRIMARY

SELECTIVE SWITCHES

PROJECT NO. : 664-19-303

VA SAN DIEGO, CA

COVER SHEET

BUILDING 1

BUILDING 2

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PROJECT LOCATION:

VA SAN DIEGO MEDICAL CENTER

3350 LA JOLLA VILLAGE DRIVE

SAN DIEGO, CA 92161

AREA OF WORK:

THE PROJECT WORK AREA IS LOCATED IN BUILDINGS 1 AND 2.

DESCRIPTION OF WORK:

WORK UNDER THIS PROJECT IS TO REPLACE EXISTING OUTDATED 12,000 - 480/277V UNIT

SUBSTATIONS "A", "B", "C", "D", "E", "F", "G", "H", & "J" WITH NEW. WORK SHALL INCLUDE (BUT

NOT LIMITED TO) THE REPLACEMENT OF THE SUBSTATION 12,000V PRIMARY FUSED

SWITCHES, 12,000 - 480/277V TRANSFORMERS AND 480/277V MAIN BREAKER SECTIONS.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

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J. HECKD. VOLDER

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

GI001 COVER SHEET

GI200 GENERAL PROJECT NOTES

GI300 BUILDING 1 PROTECTION PLAN

GI400 BUILDING 2 PROTECTION PLAN

ARCHITECTURAL

AE101 ARCHITECTURAL DOOR SCHEDULE AND DETAILS

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

E-002 CONSTRUCTION PHASING PLAN

E-101 EQUIPMENT REMOVAL / ENTRY PLAN

E-102 BLDG 1 EQUIPMENT REMOVAL / ENTRY PLAN

E-103 BUILDING 2 EQUIPMENT REMOVAL / ENTRY PLAN

E-401 POWER MONITORING SYSTEM EXTENSION PLAN

ED-101 BLDG 1 BASEMENT ELECTRICAL RM B-118 (SUBSTATIONS A & B)

DEMOLITION PLAN

ED-102 BLDG 1 BASEMENT ELECTRICAL RM B-231 (SUBSTATIONS C & D)

DEMOLITION PLAN

ED-103 BLDG 1 PENTHOUSE ELECTRICAL RM B-7006 (SUBSTATION E) DEMOLITION

PLAN

ED-104 BLDG 2 MEZZANINE DEMOLITION PLAN

ED-105 BUILDING 2 CONDUCTOR DEMOLITION PLAN

ED-201 SINGLE LINE DIAGRAM - DEMOLITION SUBSTATIONS A & B

ED-202 SINGLE LINE DIAGRAM - DEMOLITION SUBSTATIONS C & D

ED-203 SINGLE LINE DIAGRAM - DEMOLITION SUBSTATION E

ED-204 SINGLE LINE DIAGRAM - DEMOLITION PLAN, SUBSTATIONS F, G, H, & J

EP-101 BLDG 1 BASEMENT ELECTRICAL RM B-118 (SUBSTATIONS A & B) NEW

WORK PLAN

EP-102 BLDG 1 BASEMENT ELECTRICAL RM B-231 (SUBSTATIONS C & D) NEW

WORK PLAN

EP-103 BLDG 1 PENTHOUSE ELECTRICAL RM B-7006 (SUBSTATION E) NEW WORK

PLAN

EP-104 BLDG 2 MEZZANINE NEW WORK PLAN

EP-105 BUILDING 2 NEW CONDUCTOR PLAN

EP-201 SINGLE LINE DIAGRAM - NEW WORK, SUBSTATIONS A & B

EP-202 SINGLE LINE DIAGRAM - NEW WORK, SUBSTATIONS C & D

EP-203 SINGLE LINE DIAGRAM - NEW WORK, SUBSTATION E

EP-204 SINGLE LINE DIAGRAM - NEW WORK, SUBSTATIONS F, G, H & J

EP-205 BUILDING 1, ROOM B118 PANEL SCHEDULE

EP-301 BUILDING 1 BASEMENT SUBSTATION REPLACEMENT TEMPORARY POWER

PLAN

EP-302 BUILDING 1 PENTHOUSE SUBSTATION REPLACEMENT TEMPORARY POWER

PLAN

EP-303 BUILDING 2 SUBSTATION REPLACEMENT TEMPORARY POWER PLAN

PROJECT

NORTH

VA SAN DIEGO MEDICAL CENTER

Revisions: Date:

GENERAL NOTES

ABBREVIATIONS/DEFINITIONS

CO CONTRACTING OFFICER

COR/COTR CONTRACTING OFFICER'S (TECHNICAL) REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

GOVERNMENT THE TERM GOVERNMENT SHALL MEAN DEPARTMENT OF VETERANS AFFAIRS

VAMC VETERAN'S ADMINISTRATION MEDICAL CENTER

EXISTING HAZARDOUS MATERIALS

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN OR SUSPECTED HAZARDOUS MATERIAL, NOT SPECIFICALLY ADDRESSED IN

SAID DOCUMENTS, HE SHALL IMMEDIATELY STOP WORK AND ADVISE THE CO FOR ACTION.

THE ARCHITECT/ENGINEER AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS, IN ANY FORM AT THE PROJECT SITE. THIS INCLUDES BUT IS NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATE BIPHENYL (PCB) OR OTHER

TOXIC SUBSTANCES.

CONTRACTOR SHALL TREAT ANY ORIGINAL CONSTRUCTION AS "PRESUMED ASBESTOS CONTAINING MATERIALS" (PACM)

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS AND PERMITS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING ANY WORK. PROVIDE COPIES TO COR PRIOR TO STARTING WORK.

SUBJECT TO MINOR EXCEPTIONS, GENERALLY THE ITEMS SHOWN IN BOLD LINES ARE NEW AND ITEMS SHOWN IN

GRAYSCALE ARE EXISTING.

THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK, INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND FINAL LAYOUT. THE DRAWINGS ARE GENERIC IN NATURE AND ARE INTENDED TO BE SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS SHOP DRAWINGS AND

SIMILAR DETAILS TO DETERMINE EXACT SPACING AND/OR INSTALLATION REQUIREMENTS.

IF ANY PART OF THE DRAWINGS OR SPECIFICATIONS CONTRADICT THE MANUFACTURER'S RECOMMENDATIONS, APPLICATION OR INSTALLATION INSTRUCTIONS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, ADVISE THE

CONTRACTING OFFICER AND RECEIVE CLEAR, WRITTEN, DIRECTION BEFORE PROCEEDING.

DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES OR OMISSIONS IN THE DIMENSIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. ANY WORK DONE WITHOUT PROPER NOTIFICATION BEING GIVEN TO THE

CONTRACTING OFFICER IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND LOCATION OF NEW CONSTRUCTION WITH EXISTING UTILITIES, MECHANICAL AND ELECTRICAL EQUIPMENT AND EXISTING CONSTRUCTION.

FIELD INVESTIGATION PERFORMED DURING THE DESIGN STAGE IS LIMITED TO WHAT CAN BE REASONABLY SEEN AND DOCUMENTED WHILE THE SITE IS OPERATIONAL AND OCCUPIED BY PERSONNEL, EQUIPMENT AND FURNITURE. AS SUCH, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING A THOROUGH REVIEW AND VALIDATING ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL REPORT ANY PROBLEMS/CONFLICTS TO THE CONTRACTING OFFICER WITHIN TWO (2) DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH ARE NOT BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE

BY THE CONTRACTOR AT NO ADDITIONAL COST TO GOVERNMENT.

DRAWINGS SHOWN ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND ENSURE SHOP DRAWINGS ARE PROVIDED BEFORE DETAILING COMPLETE UTILITY LAYOUT AND INSTALLATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ROUTE NEW CONDUITS, DUCTS, PIPING AND SIMILAR LINES TO AVOID POTENTIAL INTERFERENCES, AND WHERE THIS CANNOT BE ACCOMPLISHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE, REROUTE, ADJUST REINSTALL THE INTERFERENCE SUCH THAT IT NO LONGER POSES A PROBLEM. THESE

ITEMS ARE TO BE ADDRESSED AND CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO AVOID POTENTIAL CONFLICTS.

FINAL LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT SUCH AS PANELBOARDS, METERS, FLUES, VENTS, ETC., SHALL BE APPROVED BY THE GOVERNMENT.

EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR AND THE CONTRACTING OFFICER, IN WRITING, OF ANY WORK CALLED FOR IN THE DRAWINGS OR SPECIFICATIONS THAT CANNOT BE FULLY GUARANTEED.

THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL MATERIALS TO BE FURNISHED UNDER THIS CONTRACT AGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE. UPON WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL, AT THE OPTION OF THE GOVERNMENT, REPAIR OR REPLACE SAID DEFECT WITHOUT COST TO THE GOVERNMENT.

ALL MATERIALS SHALL CONFORM TO THE "BUY AMERICAN ACT".

ALL CONSTRUCTION WORK, ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, ETC. SHALL CONFORM TO THE MOST CURRENT ISSUE OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THE INTERNATIONAL BUILDING CODE, VA CRITERIA AND ANY APPLICABLE LOCAL, STATE AND FEDERAL CODES AND GUIDELINES. SHOULD THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE CONFLICT WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THEN THE MORE STRINGENT BETWEEN THE TWO SHALL GOVERN.

IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORK HOURS. CONTRACTOR SHALL CONFORM TO ALL SAFETY REGULATIONS ENFORCED AT THE TIME OF CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR, AND NOT THE

ARCHITECT/ENGINEER OR THE GOVERNMENT.

THE CONTRACTOR SHALL PROVIDE U.L. RATED PORTABLE FIRE EXTINGUISHERS, TYPE 24.10.B.C ON SITE AND IN A

LOCATION APPROVED BY THE GOVERNMENT.

THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA AND ALL ADJACENT AFFECTED AREAS, IN A CLEAN AND ORDERLY MANNER THROUGHOUT THE COURSE OF CONSTRUCTION. DO NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC.

THE CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN ACCORDANCE WITH VA AND EPA REGULATIONS.

DEBRIS SHALL BE TRANSPORTED ON COVERED CARTS TO THE APPROVED DISPOSAL AREA AS DIRECTED BY THE CONTRACTING OFFICER. THE CONSTRUCTION AREA, AND ALL ADJACENT AREAS, SHALL BE CLEAN AND FREE OF DEBRIS

AT THE END OF EACH DAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE PROJECT. ALL PROJECT AREAS AND SURROUNDING AREAS AFFECTED BY CONSTRUCTION SHALL BE LEFT CLEAN AND IN PERFECT CONDITION.

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO ENSURE THAT ALL PROPERTIES, EQUIPMENT AND DEVICES AT THE PROJECT SITE ARE PROTECTED DURING THE CONSTRUCTION PERIOD. ANY DAMAGES TO EXISTING CONSTRUCTION, LANDSCAPING, EQUIPMENT AND DEVICES SHALL BE REPAIRED AND RESTORED TO A CONDITION EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL RESTORE ANY DAMAGE AT HIS OWN EXPENSE. THE CONTRACTOR SHALL SUBMIT THE PROCEDURE FOR CONSTRUCTION AND DEMOLITION PRIOR TO

COMMENCING WORK.

ALL FINISH WORK, EITHER NEW OR EXISTING, WHICH IS DAMAGED OR STAINED AS A RESULT OF CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED OR REPLACED AS NECESSARY AT NO ADDITIONAL COST TO GOVERNMENT.

ALL SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE FINISH AS SPECIFIED. IN AREAS WHERE A FINISH IS NOT SPECIFIED, THEY SHALL MATCH ADJACENT MATERIAL IN

CONSTRUCTION, COLOR, TEXTURE AND MANUFACTURER.

WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY CREATE HAZARDOUS WORKING CONDITIONS OR

LEAD TO FAILURE IN WORKMANSHIP.

ANY ROOF, WALL OR OTHER OPENINGS MADE DURING CONSTRUCTION SHALL BE SEALED AND PROTECTED FROM RAIN, MOISTURE, WIND, DUST AND OTHER OUTSIDE ELEMENTS.

AN APPROPRIATELY QUALIFIED REPRESENTATIVE OF THE CONTRACTOR SHALL BE ON SITE TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN PROGRESS. SUCH PERSON SHALL BE RESPONSIBLE FOR OSHA COMPLIANCE AND JOB SITE SAFETY. JOB SITE SAFETY IS STRICTLY THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE GOVERNMENT, ARCHITECTS AND ENGINEERS ARE NOT RESPONSIBLE FOR ANY ASPECT OF JOB SITE

SAFETY.

FIRE PROOFING

CONTRACTOR SHALL PROVIDE FIRE PROOFING WHERE INDICATED AND AS REQUIRED IN ACCORDANCE WITH

SPECIFICATIONS.

QUALITY CONTROL, INSPECTIONS AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY OBSERVATIONS MADE BY THE GOVERNMENT OR ARCHITECT/ENGINEER DURING THE COURSE OF CONSTRUCTION ARE FOR THE BENEFIT OF THE GOVERNMENT AND DO NOT ALLEVIATE THE CONTRACTOR OF THIS RESPONSIBILITY.

THE CONTRACTOR SHALL NOT STORE ANY CHEMICALS ON THE SITE OR WITHIN THE CONFINES OF THE BUILDING

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN SUBSTANCE OR MATERIAL THAT MAY BE SUSPECTED HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER.

ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED.

CONTRACTOR SHALL MAINTAIN AND KEEP THE EXISTING FIRE ACCESS LANE AND PEDESTRIAN ACCESS AND EXIT

PATHS CLEAR AT ALL TIMES.

THE VA RESERVES THE RIGHT TO REQUIRE SOME WORK TO BE DONE AFTER NORMAL WORKING HOURS, ON HOLIDAYS AND/OR WEEKENDS. THIS INCLUDES ANY WORK WHICH COULD POTENTIALLY BLOCK ACCESS TO THE FACILITY OR CAUSE DISRUPTION TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THE WORK WILL HAVE TO BE CAREFULLY PLANNED AND PHASED FOR MINIMAL DISRUPTION TO MEDICAL CENTER ACTIVITIES. ANY WORK AFTER HOURS MUST BE CAREFULLY COORDINATED WITH, AND APPROVED BY THE GOVERNMENT, A MINIMUM OF

30 CALENDAR DAYS IN ADVANCE.

CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED PHASING PLAN INDICATING THE SEQUENCE OF WORK, THE POTENTIAL UTILITY CUTOVERS OR OUTAGES, AND SPECIFICALLY LIST ANY POTENTIAL DISRUPTIONS TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THIS PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO

MOBILIZING ON THE SITE.

AS A GUIDE, THE CONSTRUCTION SEQUENCE SHALL BE:

1. COMPLETION OF ALL WORK IN BUILDING 2

2. COMPLETION OF ALL WORK IN BUILDING 1 BASEMENT

3. COMPLETION OF ALL WORK IN BUILDING 1 PENTHOUSE

ALL UTILITY OUTAGES MUST OCCUR AFTER HOURS OR ON WEEKENDS. UNDER NO CIRCUMSTANCES CAN THERE BE UTILITY OUTAGES, INCLUDING BRIEF CUTOVERS, ANYWHERE ON THE CAMPUS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE GOVERNMENT. THE CONTRACTOR SHALL PLAN AND FORECAST UPCOMING WORK WHICH MAY DISRUPT NORMAL OPERATIONS OR INTERFERE WITH STAFF OR PATIENTS AND IDENTIFY THESE IN THE PHASING PLAN, AS WELL AS REPORT THESE IN THE WEEKLY MEETINGS. IT MAY BE NECESSARY TO POSTPONE OR RESCHEDULE WORK TO ACCOMMODATE THE NEEDS OF THE MEDICAL CENTER. ALL SUCH TIME SHALL BE

INCLUDED IN THE BASE BID AND WILL NOT BE BILLABLE TO THE GOVERNMENT.

CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR APPROVAL, THE LOCATION FOR LOADING AND UNLOADING MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES AND SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING THE PHASING PLAN.

CONTRACTOR SHALL PROVIDE SEISMIC ANCHORING AND/OR BRACING OF ALL CONSTRUCTION, WHETHER OR NOT SPECIFICALLY STATED ON THE DRAWINGS OR SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, WALLS, PARTITIONS, CASEWORK, FIXTURES, CEILING SUSPENDED ITEMS, OVERHEAD DUCTWORK, EQUIPMENT, PLUMBING AND ELECTRICAL PIPES AND RACEWAYS, AND FIRE PROTECTION SYSTEMS PER SPECIFICATION SECTION 130541

AND AS SHOWN ON THE PLANS AND/OR SPECIFIED BY EACH RESPECTIVE DISCIPLINE.

WHERE EXTERIOR WORK OCCURS, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S

EXPENSE.

CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO REDIRECT PEDESTRIAN TRAFFIC AND/OR ALERT THEM TO POTENTIAL CONSTRUCTION ACTIVITIES AND HAZARDS. SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED AT ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE WITH OSHA STANDARD SPECIFICATION FOR ACCIDENT PREVENTION SIGNS AND TAGS 1910.145. PRIOR TO DEMOLITION CONTRACTOR SHALL PROVIDE A TEMPORARY SIGNAGE PLAN FOR VA APPROVAL INDICATING SIGN LANGUAGE AND LOCATIONS.

CONTRACTOR SHALL MAINTAIN AND REPLACE DAMAGED SIGNS FOR THE DURATION OF CONSTRUCTION.

FOR VA-PROVIDED EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR (SHOWN AS "VC" ON THE PLANS OR SCHEDULES), CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE SUCH EQUIPMENT AND SHALL BE RESPONSIBLE FOR RE-CONNECTING AND TESTING PROPER OPERATION (PER MANUFACTURER'S INSTRUCTIONS)

OF SUCH EQUIPMENT PRIOR TO TURNING OVER SUCH EQUIPMENT TO THE VA.

UTILITY INTERRUPTIONS: THE CONTRACTOR MUST BUILD INTO THEIR PROJECT SCHEDULE ALL UTILITY SHUTDOWNS, INTERRUPTIONS AND/OR OUTAGES. REQUESTS FOR UTILITY INTERRUPTIONS SHALL BE SUBMITTED TO THE COR IN WRITING A MINIMUM OF NINETY (90) DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTION.

REQUEST SHALL STATE REASON, AREA AND EQUIPMENT AFFECTED, DATE, EXACT TIME OF AND APPROXIMATE

DURATION OF SUCH INTERRUPTION.

CONSTRUCTION IS TAKING PLACE IN AN EXISTING OCCUPIED FACILITY. AS SUCH, DEMOLITION OR CONSTRUCTION THAT PRODUCES EXCESSIVE (60 DB OR GREATER) NOISE OR VIBRATION SHALL BE PERFORMED AT TIMES COORDINATED AND APPROVED BY THE COR. CONTRACTOR IS ADVISED THAT WORK MAY BE STOPPED OR DELAYED AT ANY TIME AT THE DISCRETION OF THE COR SHOULD CONSTRUCTION ACTIVITIES CAUSE ANY

DISTURBANCE OR INTERFERENCE WITH PATIENT CARE.

THE CEILING ACCESS PANELS SHOWN ON DRAWINGS ARE FOR MAJOR MECHANICAL EQUIPMENT ACCESS ONLY.

ADDITIONAL ACCESS PANELS (NOT SHOWN) WILL BE REQUIRED FOR MAINTENANCE, PLUMBING, ELECTRICAL AND FIRE PROTECTION. CONTRACTOR SHALL PROVIDE ADDITIONAL ACCESS PANELS REQUIRED FOR THE ABOVE SPECIALTIES AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL COORDINATE WITH EACH SPECIALTY TRADE AND LOCATE ADDITIONAL ACCESS PANELS FOR REVIEW AND APPROVAL BY THE VA PRIOR TO

FRAMING THE CEILING.

SHORING, BRACING AND PROTECTION OF EXISTING STRUCTURE AND EARTHWORK IS THE CONTRACTORS RESPONSIBILITY. PROVIDE ADEQUATE SHORING OF ANY EXISTING CONDITIONS OR CONDITIONS CAUSED BY CONSTRUCTION RELATED ACTIVITIES, AS NECESSARY TO PROTECT PERSONS AND STRUCTURE FROM POTENTIAL FALLING STRUCTURE, EQUIPMENT OR COLLAPSE OF EARTHWORK. AS A MINIMUM, FOR ANY EARTHWORK RESULTING IN TRENCHES OR EXCAVATIONS EXCEEDING THREE FEET (3') IN DEPTH, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO PROVIDE INSTRUCTIONS, FOR VA APPROVAL, ON THE METHODS TO BE USED FOR SHORING. ANY OVERHEAD STRUCTURE, EQUIPMENT OR SIMILARLY HEAVY CONDITION TO REMAIN, SHALL BE PROPERLY SHORED WITH INPUT FROM A LICENSED STRUCTURAL ENGINEER, AS

REQUIRED, TO ENSURE THE PERSONAL SAFETY AND PROTECTION OF REMAINING STRUCTURE.

THESE DOCUMENTS ARE NOT INTENDED TO SHOW EVERY EXISTING CONDITION OR ITEM. CONTRACTOR SHALL NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH

ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH

ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS, FIXTURES, REGISTERS AND/OR OTHER UTILITIES ABOVE CEILING, COORDINATE CEILING SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID CONFLICTS WITH EXISTING OR NEW CONSTRUCTION. WHERE INTERFERENCE WITH CEILING SUPPORTS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE ALTERNATE CODE-COMPLIANT SUSPENSION SYSTEM AND LAYOUT AT NO EXTRA COST TO THE VA.

26.

WATER TIGHT FACILITY REQUIREMENTS

THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT ANY BUILDING ROOFING OR WATERPROOFING PROVIDED BY OR AFFECTED BY WORK UNDER THIS CONTRACT DOES NOT LEAK. ANY DEFECTS

OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

CODE REFERENCES

THE FOLLOWING CODES ARE USED FOR THE BASIS OF DESIGN FOR THIS PROJECT BUT ARE NOT LIMITED TO:

. IBC - 2018 EDITION

. NFPA 70 (NATIONAL ELECTRICAL CODE) - 2017 EDITION

. NFPA 80 - 2019 EDITION

. NFPA 101 - 2018 EDITION

. NFPA 110 - 2016 EDITION

. VA MANUAL H-18-8, 2013 EDITION

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND USING THE MOST CURRENT APPLICABLE CODE EDITION.

L I C

E N S E D A R C H I T E C T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FAR

O

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL

PRIMARY SELECTIVE SWITCHES 1 AND 2

C U s e rs \a s h re s th a \D o c u m e n ts \V

A S

D

R e p la c e

P ri m a ry v

F in a l_ a n il.

s h re s th a

M D

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/9

/2

:0

:5

A

M

GI200

GENERAL PROJECT NOTES

A. SHRESTHAJ. ALFARO

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

AC-38

AC-62

GX-1

TF-4

BBF

BBF

BBF

BBF

B B F B

B F

B B F

B B F

60' 6"

60' 6"

60' 6"

60' 6"

UP

P1

S1 S2 S3 S4

P2 P3

P4 P5 P6

DW-1

S-5

SBSB

VENDING

CART

F.S.

FREEZER

REFRIG

FOOD

DISPLAY

DN.

DN.

DN.

F.S.

S T O P

STOP STOP

12x80 960sf

960sf 12x80

12x80

960sf 12x80

960sf

Pedestrian Bridge

Length =Bearing =

TUNNEL

North Road

COURTYARD

OFFICE

B176

TOILET (M)

B176A

TOILET (F)

B176B

RECEIVING

B177H

CORRIDOR

B177B

STORAGE

B177L

STORAGE

B177K

STORAGE

B177J

CORRIDOR

B177C

STORAGE

B173

OFFICE

B171

OFFICE

B171A

STORAGE

B172

STORAGE

B172A

OFFICE

B1000

STORAGE

B172C

STORAGE

B177N

STORAGE

B128B

STORAGE

B187

STORAGE

B186

KITCHEN

B128

STORAGE

B116

STORAGE

B112

OFFICE

B110

OFFICE

B115

OFFICE

B114A

OFFICE

B114

OFFICE

B128A

ELECTRICAL

B118

OFFICE

B128C

PREP

B119

PREP

B122

C O

R R

ID

O

R

B

CORRIDOR

B109

LOBBY

B101

STORAGE

B108C

STORAGE

B108B

STORAGE

B108A

STORAGE

B108

OFFICE

B229

ELEV

P1-B-1

ELEV

S2-B-1

ELEV

S1-B-1

TELEPHONE

B167

ELECTRICAL

B166

STORAGE

B165A

TELEPHONE

B165

OFFICE

B162

OFFICE

B159

OFFICE

B159A

OFFICE

B159B

STORAGE

B156

LAB

B156A

OFFICE

B160

OFFICE

B155C

OFFICE

B155

ELEV

P2-B-1

OFFICE

B155A

OFFICE

B155B

MECHANICAL

B231 OFFICE (T)

B232

OFFICE (T)

B232A

OFFICE (T)

B232B

OFFICE (T)

B234

AUTOPSY

B236

OFFICE (T)

B233

REFRIGERATOR

B235

COPY

B230

UTILITY

B216

STORAGE

B224

OFFICE (T)

B223B

TOILET (M)

B222

EQUIPMENT

B217A

STORAGE

B245

C O

R R

ID

O

R

B

STORAGE

B244

STORAGE

B241

MECHANICAL

EQUIPMENT

B217

BIOMED

B213

OFFICE

B247

OFFICE

B249

OFFICE

B250

OFFICE

B248

STORAGE

B220

OFFICE

B218

DECON

B102

STERILIZER

B102B

GAS ETO

B102C OFFICE

B228

ETO

B105

CORRIDOR

B121

CORRIDOR

B125

CORRIDOR

B246

CONFERENCE

B152

OFFICE

B152A

OFFICE

B152B

OFFICE

B152C

OFFICE

B152D

OFFICE

B152E

S T

O R

A G

E

B

STORAGE

B157 STAIRS

B158

BUILDING 1 NORTH - WEST

LOADING DOCK PICK-UP

AND DROP-OFF POINT FOR

SUBSTATIONS A, B, C, D & E

EQUIPMENT

C O

R R

ID

O

R

B

B

SUBSTATION

D

SUBSTATION

C

SUBSTATION

A

SUBSTATION

B

S T

O R

A G

E

B

D

ALTERNATE ROUTE

(FINAL ROUTING SHALL

BE COORDINATED WITH

THE FACILITY)

SUBSTATION

E

LEGEND

PATHWAY FOR EQUIPMENT REMOVAL / ENTRY

GENERAL NOTES

L I C

E N S E D A R C H I T E C T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FAR

O

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL

PRIMARY SELECTIVE SWITCHES 1

C U s e rs \a s h re s th a \D o c u m e n ts \V

A S

D

R e p la c e

P ri m a ry v

F in a l_ a n il.

s h re s th a

M D

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/2

:0

:0

A

M

GI300

BUILDING 1 PROTECTION PLAN

J. HECKJ. ALFARO

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

PROJECT

NORTH

PROJECT

NORTH

1" = 30'-0" GI300

1 BUILDING 1 BASEMENT

1" = 50'-0" GI300

2 PENTHOUSE PLAN

1. CONTRACTOR SHALL REFER TO ELECTRICAL SHEETS FOR THE

EQUIPMENT REMOVAL/ENTRY PATH AND VARIOUS

REQUIREMENTS FOR PROTECTING EXISTING CONSTRUCTION

AND HANDLING THE EXISTING AND NEW EQUIPMENT AS IT IS

TRANSPORTED TO AND FROM SUBSTATIONS A THROUGH E.

2. CONTRACTOR SHALL PROTECT EXISTING FLOORS, WALLS,

CEILINGS, DOOR OPENINGS, ELEVATORS, AND OTHER EXISTING

CONDITIONS FOR THE DISASSEMBLING, TRANSPORTING, AND

ASSEMBLING ELECTRICAL EQUIPMENT AND DEVICES.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING

FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. THIS MAY

INCLUDE, BUT IS NOT LIMITED TO, PROVIDING PROTECTIVE

COVERINGS ON FINISH SURFACES, DOORS, AND OTHER

EXISTING CONSTRUCTION THAT MAY BE IMPACTED BY THE

DISMANTLING, TRANSPORTATION, AND/OR ASSEMBLY OF

ELECTRICAL EQUIPMENT AND DEVICES.

4. CONTRACTOR IS ALSO RESPONSIBLE FOR PROTECTING

BUILDING OCCUPANTS BY TEMPORARILY REDIRECTING

PEDESTRIAN TRAFFIC AWAY FROM EQUIPMENT BEING

TRANSPORTED TO AND FROM SUBSTATIONS A THROUGH E.

5. BECAUSE OF THE SIZE OF THE EQUIPMENT BEING REPLACED,

THIS PROJECT INCLUDES DISASSEMBLING AND ASSEMBLING

EQUIPMENT AT EACH SUBSTATION AND TRANSPORTING THE

EQUIPMENT IN SMALLER PIECES THAT WOULD FIT WITHIN THE

EXISTING CORRIDORS AND DOOR OPENINGS. CONTRACTOR IS

SOLELY RESPONSIBLE FOR THE SELECTION OF EQUIPMENT AND

FOR VERIFYING EQUIPMENT DIMENSIONS AGAINST SITE

CONDITIONS SUCH AS ACCESS THROUGH DOORS, CEILINGS,

CORRIDORS, ETC. HOWEVER, IN THE EVENT IT BECOMES

ABSOLUTELY NECESSARY TO REMOVE A DOOR OPENING OR

OTHER OBSTRUCTIONS, CONTRACTOR IS RESPONSIBLE FOR

REBUILDING AND REINSTALLING THE DOOR OPENING, FRAMES,

DOORS, HARDWARE, AND ELECTRICAL CONNECTIONS TO THEIR

ORIGINAL CONDITION AND FUNCTION.

6. SIMILARLY, IF ANY DAMAGE TO EXISTING FINISHES AND

CONSTRUCTION OCCURS AS A RESULT OF CONSTRUCTION

AND/OR TRANSPORTATION ACTIVITIES, CONTRACTOR IS

RESPONSIBLE FOR RESTORING SUCH FINISHES /

CONSTRUCTION TO THEIR ORIGINAL CONDITION.

7. PRIOR TO STARTING WORK, CONTRACTOR SHOULD CONDUCT A

VIDEO AND PHOTOGRAPHIC SURVEY OF EACH CONSTRUCTION

AREA AND ALL ALONG THE PATHWAYS FOR EQUIPMENT

REMOVAL/ENTRY TO DOCUMENT EXISTING CONDITIONS.

8. AFTER THE SURVEY, CONTRACTOR SHALL PREPARE A BUILDING

PROTECTION AND EQUIPMENT ROUTING PLAN FOR VA

APPROVAL. THE PLAN SHOULD INDICATE MEASURES TAKEN TO

PROTECT EXISTING FINISHES / CONSTRUCTION AND REDIRECT

PEDESTRIAN TRAFFIC DURING TRANSPORTATION OF

EQUIPMENT.

9. TO MINIMIZE UNNECESSARY EXPOSURE TO BUILDING

OCCUPANTS, THE TRANSPORTATION OF EQUIPMENT SHALL

OCCUR AFTER HOURS OR ON WEEKENDS. CONTRACTOR SHALL

INFORM VA IN WRITING AT LEAST 14 DAYS IN ADVANCE OF WHEN

TRANSPORTATION OF EQUIPMENT IS SCHEDULED.

10. AFTER EACH TRANSPORTATION OF EQUIPMENT ACTIVITY,

CONTRACTOR SHALL CONDUCT A WALKTHROUGH WITH THE

COR TO DOCUMENT ANY DAMAGED FINISHES/CONSTRUCTION

THAT WOULD NEED TO BE RESTORED BY THE CONTRACTOR (IF

ANY).

11. AFTER RESTORING ANY DAMAGED FINISHES/CONSTRUCTION,

THE COR WILL INSPECT THE WORK AND DETERMINE IF THE

WORK HAS BEEN DONE TO THE VA'S SATISFACTION OR IF IT

NEEDS ANY ADDITIONAL RESTORATION WORK. CONTRACTOR

SHALL COMPLETE SUCH WORK AS DIRECTED BY THE COR.

UP

DN

COOLING TOWER

COOLING TOWER

COOLING TOWER

EXISTING 12KV SWITCHGEAR

EXISTING 15KV SWITCH

OS-01-558

EXISTING 15KV SWITCH

OS-02-559

PICK-UP AND DROP-OFF

POINT FOR SUBSTATIONS F,

G, H AND J EQUIPMENT

UP BUILDING 2 CONTROL ROOM

MEZZANINE ABOVE

MEZZANINE ABOVE

SUBSTATION "J" SUBSTATION "H" SUBSTATION "G"

OPEN BELOW

S U

B S

T A

T

IO

N

F

155 GAL FLASH TANK

MEZZ

STAIRS FOR PERSONNEL ACCESS TO MEZZANINE

LEGEND

PATHWAY FOR EQUIPMENT REMOVAL / ENTRY

GENERAL NOTES

L I C

E N S E D A R C H I T E C T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FAR

O

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL

PRIMARY SELECTIVE SWITCHES 2

BLDG 2 MEZZANINE KEY PLAN

C U s e rs \a s h re s th a \D o c u m e n ts \V

A S

D

R e p la c e

P ri m a ry v

F in a l_ a n il.

s h re s th a

M D

R

.r v t

/9

/2

:0

:0

A

M

GI400

BUILDING 2 PROTECTION PLAN

J. HECKJ. ALFARO

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

1/8" = 1'-0" GI400

1 BLDG 2 FIRST FLOOR PLAN

1/8" = 1'-0" GI400

2 BLDG 2 MEZZANINE PLAN

PROJECT

NORTH

PROJECT

NORTH

1. CONTRACTOR SHALL REFER TO ELECTRICAL SHEETS FOR THE

EQUIPMENT REMOVAL/ENTRY PATH AND VARIOUS

REQUIREMENTS FOR PROTECTING EXISTING CONSTRUCTION

AND HANDLING THE EXISTING AND NEW EQUIPMENT AS IT IS

TRANSPORTED TO AND FROM SUBSTATIONS F THROUGH J.

2. CONTRACTOR SHALL PROTECT EXISTING FLOORS, WALLS,

CEILINGS, DOOR OPENINGS, ELEVATORS, AND OTHER

EXISTING CONDITIONS FOR THE DISASSEMBLING,

TRANSPORTING, AND ASSEMBLING ELECTRICAL EQUIPMENT

AND DEVICES.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE

BUILDING FROM DAMAGE DURING CONSTRUCTION ACTIVITIES.

THIS MAY INCLUDE, BUT IS NOT LIMITED TO, PROVIDING

PROTECTIVE COVERINGS ON FINISH SURFACES, DOORS, AND

OTHER EXISTING CONSTRUCTION THAT MAY BE IMPACTED BY

THE DISMANTLING, TRANSPORTATION, AND/OR ASSEMBLY OF

ELECTRICAL EQUIPMENT AND DEVICES.

4. CONTRACTOR IS ALSO RESPONSIBLE FOR PROTECTING

BUILDING OCCUPANTS BY TEMPORARILY REDIRECTING

PEDESTRIAN TRAFFIC AWAY FROM EQUIPMENT BEING

TRANSPORTED TO AND FROM SUBSTATIONS F THROUGH J.

5. BECAUSE OF THE SIZE OF THE EQUIPMENT BEING REPLACED,

THIS PROJECT INCLUDES DISASSEMBLING AND ASSEMBLING

EQUIPMENT AT EACH SUBSTATION AND TRANSPORTING THE

EQUIPMENT IN SMALLER PIECES THAT WOULD FIT WITHIN THE

EXISTING CORRIDORS AND DOOR OPENINGS. CONTRACTOR IS

SOLELY RESPONSIBLE FOR THE SELECTION OF EQUIPMENT

AND FOR VERIFYING EQUIPMENT DIMENSIONS AGAINST SITE

CONDITIONS SUCH AS ACCESS THROUGH DOORS, CEILINGS,

CORRIDORS, ETC. HOWEVER, IN THE EVENT IT BECOMES

ABSOLUTELY NECESSARY TO REMOVE A DOOR OPENING OR

OTHER OBSTRUCTIONS, CONTRACTOR IS RESPONSIBLE FOR

REBUILDING AND REINSTALLING THE DOOR OPENING, FRAMES,

DOORS, HARDWARE, AND ELECTRICAL CONNECTIONS TO

THEIR ORIGINAL CONDITION AND FUNCTION.

6. SIMILARLY, IF ANY DAMAGE TO EXISTING FINISHES AND

CONSTRUCTION OCCURS AS A RESULT OF CONSTRUCTION

AND/OR TRANSPORTATION ACTIVITIES, CONTRACTOR IS

RESPONSIBLE FOR RESTORING SUCH FINISHES /

CONSTRUCTION TO THEIR ORIGINAL CONDITION.

7. PRIOR TO STARTING WORK, CONTRACTOR SHOULD CONDUCT

A VIDEO AND PHOTOGRAPHIC SURVEY OF EACH

CONSTRUCTION AREA AND ALL ALONG THE PATHWAYS FOR

EQUIPMENT REMOVAL/ENTRY TO DOCUMENT EXISTING

CONDITIONS.

8. AFTER THE SURVEY, CONTRACTOR SHALL PREPARE A

BUILDING PROTECTION AND EQUIPMENT ROUTING PLAN FOR

VA APPROVAL. THE PLAN SHOULD INDICATE MEASURES TAKEN

TO PROTECT EXISTING FINISHES / CONSTRUCTION AND

REDIRECT PEDESTRIAN TRAFFIC DURING TRANSPORTATION

OF EQUIPMENT.

9. TO MINIMIZE UNNECESSARY EXPOSURE TO BUILDING

OCCUPANTS, THE TRANSPORTATION OF EQUIPMENT SHALL

OCCUR AFTER HOURS OR ON WEEKENDS. CONTRACTOR

SHALL INFORM VA IN WRITING AT LEAST 14 DAYS IN ADVANCE

OF WHEN TRANSPORTATION OF EQUIPMENT IS SCHEDULED.

10. AFTER EACH TRANSPORTATION OF EQUIPMENT ACTIVITY,

CONTRACTOR SHALL CONDUCT A WALKTHROUGH WITH THE

COR TO DOCUMENT ANY DAMAGED FINISHES/CONSTRUCTION

THAT WOULD NEED TO BE RESTORED BY THE CONTRACTOR (IF

ANY).

11. AFTER RESTORING ANY DAMAGED FINISHES/CONSTRUCTION,

COR WILL INSPECT THE WORK AND DETERMINE IF THE WORK

HAS BEEN DONE TO THE VA'S SATISFACTION OR IF IT NEEDS

ANY ADDITIONAL RESTORATION WORK. CONTRACTOR SHALL

COMPLETE SUCH WORK AS DIRECTED BY THE COR.

DOOR

NUMBER

DOOR SCHEDULE

ROOM

NUMBER

DOOR

TYPE

DOOR SIZE

(W x H)

DOOR

THICKNESS

DOOR

MATERIAL

DOOR

FINISH

FRAME

MATERIAL

FRAME

FINISH

GLAZING

FIRE

RATING

HARDWARE

GROUP

REMARKS

B118

B231

A 6'- 0" X 7'- 0" 1 3/4"

HOLLOW

METAL

PAINT

HOLLOW

METAL

PAINT

CLEAR

LAMINATED

GLASS

MINUTE

HW-12 1, 2, 3

A 6'- 0" X 7'- 0" 1 3/4"

HOLLOW

METAL

PAINT

HOLLOW

METAL

PAINT

CLEAR

LAMINATED

GLASS

MINUTE

HW-12 1, 2, 3

REMARKS:

1. PROVIDE 90 MINUTE FIRE PROTECTION RATED VISION PANELS.

2. RHR IS ACTIVE LEAF; LHR IS INACTIVE LEAF.

3. FOR DOOR AND FRAME THICKNESS AND OTHER REQUIREMENTS SEE SPECIFICATION SECTION 08 11 13.

3 7006 A 6'- 0" X 7'- 0" 1 3/4"

HOLLOW

METAL

PAINT

HOLLOW

METAL

PAINT

CLEAR

LAMINATED

GLASS

MINUTE

HW-12 1, 2, 3

0'- 9" TYP

42"

AFF

4" WIDE X 24" HIGH 90 MINUTE

FIRE PROTECTION RATED

CLEAR LAMINATED GLASS

VISION PANEL - TYP

POST-INSTALLED

CONCRETE ANCHOR -

INSTALL PER

MANUFACTURER

INSTALLATION

INSTRUCTIONS (ICC

ESR-3027)

(N) GROUT FILLED DOOR

FRAME

COUNTERSUNK JAMB

ANCHOR BOLT THROUGH

STEEL TUBE SPACER

(E) CONC WALL

(E) FINISH - PATCH AS

REQUIRED

(N) SEALANT AND BACK

UP ROD

(N) DOOR 'Z' TYPE GALV METAL

STRAP ANCHORS - WELD

TO FRAME

(E) METAL STUDS

FIRE CAULK ALL AROUND

(N) DOOR PER DOOR

SCHEDULE

(N) FRAME PER DOOR

SCHEDULE

(E) CEMENT PLASTER FINISH -

PATCH AS REQUIRED TO

MATCH EXISTING

L I C

E N S E D A R C H I T E C T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FAR

O

REN._______

C-22051

03/21

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL

PRIMARY SELECTIVE SWITCHES 1

C U s e rs \a s h re s th a \D o c u m e n ts \V

A S

D

R e p la c e

P ri m a ry v

F in a l_ a n il.

s h re s th a

M D

R

.r v t

/9

/2

:0

:0

A

M

AE101

ARCHITECTURAL DOOR SCHEDULE AND

DETAILS

A. SHRESTHAJ. ALFARO

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

1/2" = 1'-0" AE101

1 DOOR TYPE A

3" = 1'-0" AE101

2 DOOR JAMB AT CONC WALL (HEAD SIMILAR)

3" = 1'-0" AE101

DOOR JAMB AT METAL STUD PARTITION

(HEAD SIMILAR)

JJ

A-1,3

ELECTRICAL ABBREVIATIONS:

INSTRUMENTATION

PANELBOARD, SWITCHBOARD AND RELATED

SWITCH

GROUND

OR DRAWOUT CIRCUIT BREAKER

CIRCUIT BREAKER

POWER AND DISTRIBUTION

CIRCUITING

TRANSFORMER

FLEXIBLE CONDUIT

UNDERGROUND CONDUIT

FRAME SIZE

TRIP RATING

DISCONNECT SWITCH FUSED

FUSE

UNKNOWNUNK

THROUGHTHRUINTERRUPTER

TECHNICAL REPRESENTATIVE

INSTITUTE

EMT ELECTRICAL METALLIC TUBING

GROUND FAULT CIRCUIT

JUNCTION BOX

MECHANICAL

LOCATION

KILOVOLT

MAXIMUM

MISCELLANEOUS

MINIMUM

NOT APPLICABLE

MOUNTING

KILOWATT

KILO-AMPERES

MOUNTED

LIGHT

KILO VOLT-AMPERE

MECH

N/A

MISC

MTG

MTD

MIN

MAX

LOC

LTG

KVA

KV

KW

KA

GOVERNMENT

GROUND FAULT PROTECTION

FLOOR

EQUIPMENT

FOOT, FEET

EXISTING

FLOOD

GREEN

HEIGHT

FULL LOAD AMPS

HERTZ

HIGH VOLTAGE

Hz

J.B./J-BOX

HT

HV

GOV

GRN

GFP

GNDGND

EXIST

EQUIP

FLA

GFCI

FLR

FLD

FT

IMPEDANCE

Z

XFMR

PHASE

TRANSFORMER

WP

WT

W

VA

V

UL

UON

UBC

U/G

TYP

T / TX

TERM

TEMP

UNDERWRITERS LABORATORIES

UNLESS OTHERWISE NOTED

WEATHERPROOF

WIRE TROUGH

WIRE

VOLT AMPS

VOLT

UNIFORM BUILDING CODE

UNDERGROUND

TYPICAL

TERMINAL

TEMPORARY

TRANSFORMER

CONTRACTING OFFICER

AMERICAN NATIONAL STANDARDS

CURRENT TRANSFORMER

COMMUNICATION

CATALOG

CEILING

CONDUIT

CIRCUIT

CONNECTED

CIRCUIT BREAKER

COPPER

BUILDING

ELEVATION

ELECTRIC

DRAWING

DISCONNECT

DISTRIBUTION

CKT

ELECT

DIST

ELEV

DWG

CU

DISC

CT

COMM

CONN

CAT

COTR

CLG

C C.B.

BLDG

AMPS INTERRUPTING CAPACITY

AUTOMATIC TRANSFER SWITCH

ABOVE FINISHED FLOOR

A/AMP

ANSI

ATS

AIC

AFF

MANUFACTURERS ASSOCIATION

NOT TO SCALENTS

PVC

SUB

SWBD

SW

RECEPT

RM

RGS

PWR

PH

PRI

PNL

PR

O.L.

POLYVINYL CHLORIDE

RIGID GALVANIZED STEEL

ROOM

SWITCHBOARD

SWITCH

SUBSTATION

RECEPTACLE

POWER

PRIMARY

PHASE

PANEL

PAIR

OVERLOAD

NEC

NF

NO.

NEMA NATIONAL ELECTRICAL

NATIONAL ELECTRICAL CODE

NON-FUSED

NUMBER

CPT CONTROL POWER TRANSFORMER

FACP FIRE ALARM CONTROL PANEL

LV LOW VOLTAGE

VAMC VETERANS ADMINISTRATION

MEDICAL CENTER

GROUND

MAIN LUGS ONLYMLO

MEDIUM VOLTAGEMV

PT POTENTIAL TRANSFORMER

BREAKERBRKR

IMPEDANCEIz

DEPTH x WIDTHD x W

AMPERE

DRAWING NUMBER ON WHICH DETAIL IS DRAWN

DETAIL NUMBER

SHEET NOTE REFERENCE

HATCHED DASHED THIN LINE INDICATES DEMOLISH EQUIPMENT AND CIRCUITS

PER DRAWING NOTES

BOLD THICK LINE INDICATES NEW WORK EQUIPMENT AND CIRCUITS

GRAY LINE OR THIN LINE INDICATES EXISTING EQUIPMENT AND CIRCUITS

CURRENT TRANSFORMER

PM POWER MONITOR

ELECTRIC PANELBOARD, FLUSH MOUNTED

ELECTRIC PANELBOARD, SURFACE MOUNTED

EP ELECTRICAL DISTRIBUTION PANEL

JUNCTION BOX

BRANCH CIRCUIT HOMERUN TO PANELBOARD;

LETTER AND NUMBER NOTATION IDENTIFIES

PANEL AND CIRCUIT NUMBER(S). HASHMARKS

INDICATES NUMBER OF PHASE, NEUTRAL AND

GREEN GROUND WIRES

NEUTRAL

GROUND

PHASE

CONDUCTOR

CONDUIT/WIRE TURN DOWN

CONDUIT/WIRE TURN UP

LEGEND

CONDUIT OR WIRE RUN EXPOSED OR ABOVE THE CEILING

GENERAL NOTES:

100AF

100AT

AMERICAN WIRE GAUGEAWG

KILO-AMPERE

INTERRUPTING CAPACITY

KAIC

LONG TIME, SHORT TIME,

INSTANTANEOUS, GROUND

FAULT TRIP FUNCTION

LSIG

OS OIL SWITCH

1. ELECTRICAL CONSTRUCTION WORK, METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE

LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), APPLICABLE GOVERNMENT AND

VETERANS ADMINISTRATION RULES AND REGULATION. EQUIPMENT SHALL BE IN ACCORDANCE WITH THE STANDARDS OF NEMA AND ANSI. EQUIPMENT SHALL BE NEW AND LISTED BY U.L. AND INSTALLED IN

ACCORDANCE WITH THE CONDITIONS STATED IN THAT LISTING.

2. MANUFACTURERS TRADE NAME AND CATALOG NUMBERS HAVE BEEN PROVIDED TO ESTABLISH

GENERAL APPEARANCE. PHYSICAL CHARACTERISTICS, QUALITY AND UNLESS OTHERWISE INDICATED ARE NOT INTENDED TO BE RESTRICTIVE RELATIVE TO THE ACTUAL PRODUCT SELECTED BY THE CONTRACTOR. SUBSTITUTING OF EQUAL PERFORMANCE AND APPEARANCE MAY BE CONSIDERED AS

ACCEPTABLE.

3. EQUIPMENT SHALL BE SUPPORTED/MOUNTED TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE

IBC, STATE AND COUNTY REGULATIONS.

4. BEFORE ENERGIZING, EQUIPMENT SHALL BE TESTED TO BE FREE OF GROUNDS AND SHORTS.

5. PENETRATION OF CONDUITS, RACEWAYS AND WIRING THROUGH FIRE-RATED WALLS, FLOORS AND

CEILINGS SHALL BE FIRE-STOPPED. FIRE STOPPING MATERIALS AND METHODS SHALL BE AN

UNDERWRITERS LABORATORIES (U.L.) LISTED ASSEMBLY.

6. EQUIPMENT GROUNDING IS REQUIRED. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC). PROVIDE EQUIPMENT GROUNDING CONDUCTORS WITH ALL NEW CIRCUITS. CONDUIT CANNOT BE USED AS THE

ONLY MEANS OF GROUNDING.

7. "PROVIDE" MEANS "FURNISH AND INSTALL". CONTRACTOR SHALL PROVIDE ALL EQUIPMENT SHOWN

UNLESS EXPRESSLY STATED OTHERWISE.

8. CONTRACTOR SHALL PROVIDE TEMPORARY ALTERNATIVE POWER SUPPLIES TO MAINTAIN POWER TO THE VAMC AT ALL TIMES. CONTRACTOR SHALL PROVIDE A TEMPORARY GENERATOR AND CABLING FOR USE WHEN NORMAL HOSPITAL POWER IS NOT AVAILABLE DURING CONSTRUCTION. THE ONLY POWER

OUTAGES ALLOWED WILL BE SCHEDULED SHORT POWER OUTAGES USED TO CONNECT OR

DISCONNECT TEMPORARY POWER CABLE. THE CONTRACTOR MUST BUILD INTO THEIR PROJECT

SCHEDULE ALL UTILITY SHUTDOWNS, INTERRUPTIONS AND / OR OUTAGES. NOTIFY THE COR IN WRITING 90 DAYS PRIOR TO THE PROPOSED ELECTRICAL POWER INTERRUPTION AND RECEIVE APPROVAL FROM THE CONTRACTING OFFICER OR THE DESIGNATED REPRESENTATIVE BEFORE ANY ELECTRICAL POWER INTERRUPTION OR TEMPORARY GENERATOR INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TEMPORARY POWER SUPPLIES INCLUDING BUT NOT LIMITED TO SET-UP, STAGING AND FUEL COSTS.

9. PERMANENTLY LABEL EACH NEW EQUIPMENT IN A MANNER APPROVED BY THE CONTRACTING

OFFICER, ON THE EQUIPMENT COVERPLATE.

10. UNLESS OTHERWISE INDICATED, ALL SURFACES OF WALKWAYS, ROADWAYS, SOD AREA ETC. THAT ARE

DAMAGED DUE TO CONSTRUCTION SHALL BE REFINISHED AND RESTORED TO MATCH EXISTING.

11. UNLESS OTHERWISE INDICATED, POWER AND LIGHTING CONDUCTORS SHALL BE TYPE THHN/THWN-2, 90°C, 600 VOLT, SOLID OR STRANDED COPPER IN ACCORDANCE WITH SPECIFICATION 26 05 19, AND NOT SMALLER THAN #12 AWG FOR POWER AND LIGHTING CIRCUITS AND #14 AWG FOR CONTROL CIRCUITS.

12. A LICENSED ELECTRICIAN, DESIGNATED BY THE CONTRACTOR AS BEING QUALIFIED AND EXPERIENCED

IN THIS TYPE OF WORK, SHALL BE PRESENT AT ALL TIMES DURING ELECTRICAL WORK.

THOUSAND CIRCULAR MILSKCMIL

N.O. NORMALLY OPEN

N.C. NORMALLY CLOSED

13. CONTRACTOR SHALL PROVIDE A DETAILED PLAN FOR MAINTAINING POWER TO FIRE ALARM SYSTEM(S).

14. IF AN INTERRUPTION TO ANY FIRE ALARMS SYSTEM(S) IS UNAVOIDABLE THE CONTRACTOR SHALL

PROVIDE TRAINED FIRE WATCHER(S) IN ACCORDANCE WITH VAMC POLICIES AND PROCEDURES.

15. CONTRACTOR SHALL SUBMIT ELECTRICAL SAFETY, LOCKOUT / TAGOUT PLAN TO THE VAMC FOR

APPROVAL PRIOR TO WORKING AROUND ENERGIZED ELECTRICAL EQUIPMENT.

16. SAFETY: CONFORM TO ALL APPLICABLE CONSTRUCTION SAFETY REGULATIONS FOR ALL WORK PERFORMED DURING CONSTRUCTION. JOB SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR

AND NOT THE ARCHITECT / ENGINEER OR THE GOVERNMENT.

17. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS, APPROVALS AND LICENSES REQUIRED

FROM REGULATING AGENCIES BEFORE STARTING WORK.

18. HAZARDOUS WASTE: UNLESS OTHERWISE PROVIDED, THE ARCHITECT / ENGINEER AND HIS / HER

CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE HANDLING,

REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIAL IN ANY FORM AT

THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS,

POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.

KIRK KEY INTERLOCKK

XX##

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL

PRIMARY SELECTIVE SWITCHES 1 AND 2

C U s e rs \a s h re s th a \D o c u m e n ts \V

A S

D

R e p la c e

P ri m a ry v

F in a l_ a n il.

s h re s th a

M D

R

.r v t

/9

/2

:0

:0

A

M

E-001

ELECTRICAL GENERAL NOTES, LEGEND,

SYMBOLS & ABBREVIATIONS

J. HECKD. VOLDER

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

VENDING

CART

F.S.

FR EEZER

REFR I G

FOO D

DISP LAY

DN.

DN.

DN.

F.S.

ON

LY

VA

LE

T

PA

RK

SE

LF

ONLY

EXIT

15'

MOTORCYCLE

PARKING

R=25'

R

'R= 28'

R= 25'

R=

R=

15'

R=50

DO NOT

ONE WAY

ENTER

DO NOT

ONE WAY

ENTER

ONE WAY

DO NOT

ENTER

DO NOT

ONE WAY

ENTER

S T O P

S T O P

DO NOT ONE WAY

ENTER

STOP

S T O P

S T O P

S T O P

S T O P

ONE WAY

S T O P

S T O P

S T O P

STO

P

S T O P

S T O P

S T O P

STOP STOP

S T O P

STOP

S T O P

STOPSTOP

STOP

PARKING LOT - E1

S

TO

P

S T O P

YIELD

S T O P

O N E

W A Y

PARKING LOT - E

STOP

O N E

W A Y

S T O P

S T O P

S T O P

S T O P

S T O P

S T O P

O N L Y

STOP

PARKING

GARAGE

PHASE 1

PARKING

GARAGE

PHASE 2

PARKING

GARAGE

PHASE 3

BLDG. 27

(PAD)

(DESIGN)

(BID)

0s f x8 x8 x8

0s f

0s f

12x80 960sf

960sf 12x80

960sf 12x80

12x80 960sf

960sf 12x80

12x80

960sf 12x80

960sf

Vi lla L a Jo lla

Pedestrian Bridge

Length =Bearing =

South Road

TUNNE L

North Road

Gilman Drive

STOP

TUNNE L TUNNE L

Ea st R oa d

La Jolla Village Drive

COURTYARD

PHASE 3

BUILDING 1 PENTHOUSE

WORK

PHASE 2

BUILDING 1 BASEMENT

WORK PHASE 1

BUILDING 2 WORK

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL

PRIMARY SELECTIVE SWITCHES 1 AND 2

C U s e rs \a s h re s th a \D o c u m e n ts \V

A S

D

R e p la c e

P ri m a ry v

F in a l_ a n il.

s h re s th a

M D

R

.r v t

/9

/2

:0

:0

A

M

E-002

CONSTRUCTION PHASING PLAN

J. HECKG. FERNANDEZ

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

SCALE: NTS E-002

1 CONSTRUCTION PHASING PLAN

PROJECT

NORTH

1. CONSTRUCTION SHALL BE DONE IN PHASES.

2. CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED

PHASING PLAN INDICATING THE SEQUENCE OF WORK, THE

POTENTIAL UTILITY CUTOVERS OR OUTAGES, AND

SPECIFICALLY LIST ANY POTENTIAL DISRUPTIONS TO THE

NORMAL OPERATIONS OF THE MEDICAL CENTER. THIS PLAN

SHALL BE SUBMITTED AND APPROVED PRIOR TO MOBILIZING

ON THE SITE.

1. COMPLETION OF ALL WORK IN BUILDING 2

2. COMPLETION OF ALL WORK IN BUILDING 1 BASEMENT

3. COMPLETION OF ALL WORK IN BUILDING 1 PENTHOUSE

3. THE WORK WILL HAVE TO BE CAREFULLY PLANNED AND

PHASED FOR MINIMAL DISRUPTION TO MEDICAL CENTER

ACTIVITIES. ANY ELECTRICAL POWER OUTAGE MUST BE

KEPT TO A MINIMUM. ONLY SHORT ELECTRICAL POWER

OUTAGE LIMITED TO ALLOWING FOR THE SAFE CONNECTING

AND DISCONNECTING OF TEMPORARY POWER CABLING

WILL BE PERMITTED. CONTRACTOR SHALL PROVIDE

TEMPORARY POWER TO THE HOSPITAL WHILE REPLACING

THE SUBSTATIONS. (SEE TEMPORARY POWER PLAN

DRAWINGS)

4. WHEN PREPARING THE PHASING PLAN, THE CONTRACTOR

SHALL TAKE INTO CONSIDERATION THE TIME RESTRICTIONS

ASSOCIATED WITH THE LOADING AND UNLOADING OF

EQUIPMENT / MATERIALS.

VENDING

CART

F.S.

FR EEZER

REFR I G

FOO D

DISP LAY

DN.

DN.

DN.

F.S.

ON

LY

VA

LE

T

PA

RK

SE

LF

ONLY

EXIT

15'

MOTORCYCLE

PARKING

R=25'

R

'R= 28'

R= 25'

R=

R=

15'

R=50

DO NOT

ONE WAY

ENTER

DO NOT

ONE WAY

ENTER

ONE WAY

DO NOT

ENTER

DO NOT

ONE WAY

ENTER

S T O P

S T O P

DO NOT ONE WAY

ENTER

STOP

S T O P

S T O P

S T O P

S T O P

ONE WAY

S T O P

S T O P

S T O P

STO

P

S T O P

S T O P

S T O P

STOP STOP

S T O P

STOP

S T O P

STOPSTOP

STOP

PARKING LOT - E1

S

TO

P

S T O P

YIELD

S T O P

O N E

W A Y

PARKING LOT - E

STOP

O N E

W A Y

S T O P

S T O P

S T O P

S T O P

S T O P

S T O P

O N L Y

STOP

PARKING

GARAGE

PHASE 1

PARKING

GARAGE

PHASE 2

PARKING

GARAGE

PHASE 3

BLDG. 27

(PAD)

(DESIGN)

(BID)

0s f x8 x8 x8

0s f

0s f

12x80 960sf

960sf 12x80

960sf 12x80

12x80 960sf

960sf 12x80

12x80

960sf 12x80

960sf

Vi lla L a Jo lla

Pedestrian Bridge

Length =Bearing =

South Road

TUNNE L

North Road

Gilman Drive

STOP

TUNNE L TUNNE L

Ea st R oa d

La Jolla Village Drive

COURTYARD

BUILDING 2

BUILDING 1 FREIGHT ELEVATOR TO

PENTHOUSE FLOOR

SUBSTATION E LOCATED IN

BLDG 1 PENTHOUSE. ACCESS

TO PENTHOUSE IS VIA EXISTING

FREIGHT ELEVATOR

SHEET NOTES

1 BUILDING 1 NORTH-WEST LOADING DOCK. EQUIPMENT

PICK-UP / DROP OFF POINT FOR SUBSTATIONS A, B, C, D

& E.

2 BUILDING 2, PAVED AREA OUTSIDE OF ROLL UP DOOR.

EQUIPMENT PICK-UP / DROP OFF POINT FOR

SUBSTATIONS F, G, H & J.

3 PATHWAY FOR SUBSTATION E (PENTHOUSE) EQUIPMENT

REMOVAL / ENTRY.

4 SUBSTATION E TO BE REMOVED AND REPLACED WITH

NEW. SEE DRAWINGS ED-103, ED-203, EP-103 AND EP-203.

5 SEE SHEET NOTE 1 ON DRAWING E-102 FOR ELEVATOR

CAPACITY.

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

K F DAVIS

ENGINEERING, INC

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

REPLACE PRIMARY SUBSTATION,

TRANSFORMER AND DUAL

PRIMARY SELECTIVE SWITCHES 1 AND 2

C U s e rs \a s h re s th a \D o c u m e n ts \V

A S

D

R e p la c e

P ri m a ry v

F in a l_ a n il.

s h re s th a

M D

R

.r v t

/9

/2

:0

:0

A

M

E-101

EQUIPMENT REMOVAL / ENTRY PLAN

J. HECKD. VOLDER

664-19-303

06/09/2022

FINAL STAMPED

SUBMITTAL

3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO, CA 92161

SCALE: NTS E-101

1 EQUIPMENT REMOVAL / ENTRY PLAN

PROJECT

NORTH

1. CONTRACTOR TO PERFORM ADEQUATE FIELD

INVESTIGATION TO FAMILIARIZE HIM / HERSELF WITH THE

EXISTING EQUIPMENT ACCESS CONDITIONS AND

LIMITATIONS.

2. CONTRACTOR SHALL PROVIDE A MATERIAL HANDLING PLAN

TO THE VAMC FOR APPROVAL. PLAN TO INCLUDE MATERIAL

HANDLING PROCEDURES, MATERIAL HANDLING EQUIPMENT,

HOURS OF MATERIAL HANDLING OPERATION, TRAFFIC

CONTROL, SPOTTERS BY DOORS, ETC.

3. SEE DRAWING E-102 FOR BUILDING 1 SUBSTATIONS

EQUIPMENT REMOVAL / ENTRY PLAN.

4. SEE DRAWING E-103 FOR BUILDING 2 SUBSTATIONS

EQUIPMENT REMOVAL / ENTRY PLAN.

5. EXISTING CONDITIONS WILL REQUIRE THAT ALL EQUIPMENT

TO BE DEMOLISHED WILL HAVE TO BE DISASSEMBLED,

BROKEN DOWN OR CUT UP INTO SECTIONS SMALL ENOUGH

TO ACCESS THROUGH EXISTING DOORWAYS, HALLWAYS,

ACCESSWAYS, ETC. ALL NEW EQUIPMENT WILL HAVE TO BE

DESIGNED IN SUCH A WAY THAT THE NEW EQUIPMENT IS

SMALL ENOUGH OR CAN BE DISASSEMBLED INTO SECTIONS

SMALL ENOUGH TO ACCESS THROUGH EXISTING

DOORWAYS, HALLWAYS, ACCESSWAYS, ETC.

6. CONTRACTOR TO EMPLOY QUALIFIED EQUIPMENT MOVERS

DURING ALL EQUIPMENT MOVING / HANDLING PHASES OF

WORK.

7. CONTRACTOR SHALL BE RESPONSIBILE FOR AND MAKE ANY

AND ALL REPAIRS TO HOSPITAL FACILITIES DAMAGED BY

THE CONTRACTOR'S MOVING OR CONSTRUCTION

ACTIVITIES AT NO ADDITIONAL COST TO THE VAMC.

AC-38

AC-62

GX-1

TF-4

BBF

BBF

BBF

BBF

B B F B

B F

B B F

B B F

60' 6"

60' 6"

60' 6"

60' 6"

UP

P1

S1 S2 S3 S4

P2 P3

P4 P5 P6

DW-1

S-5

SBSB

OFFICE

B176

TOILET (M)

B176A

TOILET (F)

B176B

RECEIVING

B177H

CORRIDOR

B177B

STORAGE

B177L

STORAGE

B177K

STORAGE

B177J

CORRIDOR

B177C

STORAGE

B173

OFFICE

B171

OFFICE

B171A

STORAGE

B172

STORAGE

B172A

OFFICE

B1000

STORAGE

B172C

STORAGE

B177N

STORAGE

B128B

STORAGE

B128D

STORAGE

B187

STORAGE

B186

KITCHEN

B128

STORAGE

B116

STORAGE

B112

OFFICE

B110

OFFICE

B115

OFFICE

B114A

OFFICE

B114

OFFICE

B128A

ELECTRICAL

B118

OFFICE

B128C

PREP

B119

PREP

B122

C O

R R

ID

O

R B

CORRIDOR

B109

LOBBY

B101

STORAGE

B108C

STORAGE

B108B

STORAGE

B108A

STORAGE

B108

OFFICE

B229

ELEV

P1-B-1

ELEV

S2-B-1

ELEV

S1-B-1

TELEPHONE

B167

ELECTRICAL

B166

STORAGE

B165A

TELEPHONE

B165

OFFICE

B162

OFFICE

B159

OFFICE

B159A

OFFICE

B159B

STORAGE

B156

LAB

B156A

OFFICE

B160

OFFICE

B155C

OFFICE

B155

ELEV

P2-B-1

OFFICE

B155A

OFFICE

B155B

MECHANICAL

B231 OFFICE (T)

B232

OFFICE (T)

B232A

OFFICE (T)

B232B

OFFICE (T)

B234

AUTOPSY

B236

OFFICE (T)

B233

REFRIGERATOR

B235

COPY

B230

UTILITY

B216

STORAGE

B224

OFFICE (T)

B223B

TOILET (M)

B222

EQUIPMENT

B217A

STORAGE

B245

C O

R R

ID

O

R B

STORAGE

B244

STORAGE

B241

MECHANICAL

EQUIPMENT

B217

BIOMED

B213

OFFICE

B247

OFFICE

B249

OFFICE

B250

OFFICE

B248

STORAGE

B220

OFFICE

B218

DECON

B102

STERILIZER

B102B

GAS ETO

B102C OFFICE

B228

ETO

B105

CORRIDOR

B121

CORRIDOR

B125

CORRIDOR

B2…