ATTACHMENT A - DRAWINGS - 605-19-400.pdf

ROOM

NAME

A101

A101

1t

A101

1 Ref

R e f

1 Ref

R e f

1i

1i

GRID REFERENCE

ROOM NAME/NUMBER

WALL SECTION

DETAIL REFERENCE

KEYNOTE

DOOR REFERENCE

SEE SHEET A-XXX

FOR SCHEDULE

WINDOW REFERENCE

SEE SHEET A-XXX

FOR SCHEDULE

REVISION

INTERIOR ELEVATION

EQUIPMENT REFERENCE

SEE SHEET A-XXX

FOR SCHEDULE

WALL REFERENCE

SEE SHEET A-XXX

FOR WALL TYPES

ELEVATION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

CONSTRUCTION TYPE: 1-A FIRE SPRINKLERED, WITH INTERSTITIAL SPACE

OCCUPANCY TYPE: 1-2 HOSPITAL

PROJECT SQUARE FOOTAGE: 13,429 SQ. FT.

PROJECT BUILDING INFORMATION:

FULLY SPRINKLERED

BUILDING STORIES: 4 WITH PARTIAL BASEMENT

PROJECT LOCATION: FIRST FLOOR & SITE

PROJECT DESCRIPTION:

REMOVE EXISTING ELECTRICAL SWITCHGEAR AND LOCOMOTIVE GENERATOR IN EXISTING ELECTRICAL ROOMS AND REPLACE WITH NEW SWITCHGEAR. DEMOLISH CURRENT OUTDOOR FUEL YARD AND REPLACE WITH NEW ENCLOSURE TO HOUSE NEW GENERATORS AND EQUIPMENT. NEW UNDERGROUND FUEL TANKS TO BURRIED

ADJACENT TO NEW YARD.

BARTON ROAD

M O

U N

T A

IN

V

IE

W

A V

E N

U E

REDLANDS BOULEVARD

10 FREEWAY

A N

D E

R S

O N

S T

R E

E T

PROJECT

LOCATION

N

N

B E

N T

O N

S T

R E

E T

PROSPECT AVE.

PROJECT AREA

(FIRST FLOOR)

1. EMERGENCY GENERATORS & ANCHORAGE

2. FUEL SYSTEM MOUNTING AND ANCHORAGE:

A. RETURN PUMPS

B. CONTROLLERS

C. LEAK DETECTION/INVENTORY PANEL ARRANGEMENT AND GROUPINGS

D. CABINET SIZE AND WEIGHTS

3. FIRE ALARM

4. FIRE SPRINKLERS

5. STEEL DIAMOND PLATE CATWALK AND STAIRS IN GENERATOR YARD AND SWITCHGEAR ROOM

DEFERRED APPROVALS ARE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBMITTED TO THE VA AND

THE ARCHITECT FOR REVIEW AND APPROVAL.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605 -19 - 400

EMERGENY GENERATOR

FARM

11201 BENTON STREET

LOMA LINDA, CA 92357

100% CONSTRUCTION

DOCUMENTS

c|a ARCHITECTS expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner,nor are they to be assigned to any third party without first obtaining the written consent of c|a ARCHITECTS, Inc. COPYRIGHT ©

3633 LONG BEACH BLVD., SUITE 200

T 562.595.5666 | F 562.595.5577

LONG BEACH, CA 90807

www.c-a ARCHITECTS.com

C|A #1474.01

D R

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GI000

COVER SHEET

DS NH08/30/2021

N H

CONTRACTOR INSTALLED

OF/CI OWNER PROVIDED/

EXIST. EXISTING OWNER INSTALLED

EXT. EXTERIOR OF/OI OWNER PROVIDED/ NOTED

E.W.C. ELECTRICAL WATER CHILLER OPN'G. OPENING U.O.N. UNLESS OTHERWISE

EQUIP. EQUIPMENT O.H. OVERHEAD OTHERWISE

EQ. EQUAL O.D. OITSIDE DIAMETER U.N.O. UNLESS NOTED

ELEV. ELEVATOR O.C. ON CENTER

ELEC. ELECTRIC TYP. TYPICAL

EL. ELEVATION N.T.S. NOT TO SCALE T.W. TOP OF WALL

E.J. EXPANSION JOINT NO. NUMBER T.S.W. TOP OF SIDEWALK

EA. EACH N.I.C. NOT IN CONCRACT T.S. TOPSET BASE

(E) EXISTING (N) NEW T.P. TOP OF PAVING

T.O.W. TOP OF WALL

D.F. DRINKING FOUNTAIN MTD. MOUNTED T.O.S. TOP OF SLAB

DWG. DRAWING M.O. MASONRY OPENING T.O.P. TOP OF PARAPET

DR. DOOR MISC. MISCELLANEOUS THK. THICK(NESS)

D.S. DOWN SPOUT MIN. MINIMUM TELE. TELEPHONE

DN. DOWN M.H. MANHOLE T.C. TOP OF CURB

DIM. DIMENSION MTL. METAL T. TREAD

DIAG. DIAGONAL MECH. MECHANICAL

DIA. DIAMETER M.C. MEDICINE CABINET SYM. SYMMETRICAL

DET. DETAIL M.B. MACHINE BOLT S.Y. SQUARE YARD

DBL. DOUBLE MAX. MAXIMUM SUSP. SUSPENDED

STRUCT. STRUCTURAL

CTS'K. COUNTERSINK LT. LIGHT STL. STEEL

CONTRACTOR INSTALLED L.F. LINEAL FEET STD. STANDARD

CP/CI CONTRACTOR PROVIDED/ LT. WT. LIGHTWEIGHT S.S. STAINLESS STEEL

CONTR. CONTRACTOR LAV. LAVATORY SQ. SQUARE

CONT. CONTINUOUS LAM. LAMINATED S.M.S. SHEET METAL SCREW

CONST. CONSTRUCTION SLDG. SLIDING

CONC. CONCRETE JT. JOINT SIM. SIMILAR

COMP. COMPOSITION JST. JOIST SHF. SHELF

COL. COLUMN JAN. JANITOR SHT. SHEET

C.O. CLEAN OUT S.F. SQUARE FEET

C.M.U. CONCRETE MASONRY UNIT G. WB GYPSUM WALLBOARD S.D. STORM DRAIN

CLR. CLEAR GYP. BD. GYPSUM WALLBOARD SCHED. SCHEDULE

CLG. CEILING GRD. GRADE

CERM. CERAMIC G.L. GLASS R.S. ROUGH SAWN

CEM. CEMENT G.I. GALVANIZED IRON R.O. ROUGH OPENING

C.J. CONTROL JOINT G.D. GARBAGE DISPOSAL RM. ROOM

CENTER LINE GALV. GALVANIZED REQ'D. REQUIRED

C.B. CATCH BASIN GAL. GALLON REINF. REINFORCING

CAB'T. CABINET GA. GAUGE REF. REFRIGERATOR

RF. ROOF

BOTT. BOTTOM FTG. FOOTING R.D. ROOF DRAIN

BD. BOARD F.S. FINISHED SURFACE RAD. RADIUS

BM. BEAM F.O.S. FACE OF STUD R. RISER

BLK. BLOCK F.O.M. FACE OF MASONRY

BLDG. BUILDING F.O.C. FACE OF CONCRETE Q.T. QUARRY TILE

FLR. FLOOR

AMP. AMPERE F.L. FLOW LINE PVC. POLYVINYL CHLORIDE

ARCH. ARCHITECTURAL FIN. FINISH P.S.I. POUNDS PER SQ. INCH

< ANGLE F.H.C. FIRE HOSE CABINET PR. PAIR

ALUM. ALUMINUM F.H. FIRE HYDRANT PLYWD. PLYWOOD

A.F.F. ABOVE FINISH FLOOR F.GL. FIXED GLASS PLAS. PLASTER

ADJ. ADJUSTABLE F.FIN. FACTORY FINISH P.LAM. PLASTIC LAMINATE

A.C. ASPHALT CONCRETE F.E.C. FIRE EXTINGUISHER CABINET PL. PLATE

A.B. ANCHOR BOLT F.D. FLOOR DRAIN P.H. PANIC HARDWARE

@ EACH AT F.O.F. FACE OF FINISH PEN. PENETRATION

ABBREVIATIONS

VA CONSTRUCTION STANDARDS, MASTER SPECIFICATIONS, HANDBOOKS, AND PROGRAM GUIDES.

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS)

TITLE 19, CALIFORNIA CODE OF REGULATIONS

DIV. 1 - PUBLIC SAFETY - STATE FIRE MARSHAL REGULATIONS.

2019 CALIFORNIA REFERENCED STANDARDS CODE (CRSC) PART 12, TITLE 24

2019 CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24, CCR BASED ON THE 2015 INTERNATIONAL FIRE CODE

(IFC)

2019 CALIFORNIA PLUMBING CODE (CPC) PART 5 TITLE 24, CCR BASED ON THE 2015 UNIFORM PLUMBING

CODE (UPC)

2019 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24, CCR BASED ON THE 2015 UNIFORM

MECHANICAL CODE (UMC)

2019 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24, CCR BASED ON THE 2014 NATIONAL

ELECTRICAL CODE (NEC)

2019 CALIFORNIA BUILDING CODE (CBC) PART 2, TITLE 24, CCR BASED ON THE 2015 INTERNATIONAL

BUILDING CODE (IBC)

2019 CALIFORNIA ADMINISTRATIVE CODE (CAC)

PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

2019 CALIFORNIA BUILDING CODES AS REFERENCED ONLY:

NFPA NO. 13 - INSTALLATION OF SPRINKLER SYSTEMS; 2016 EDITION, AS AMENDED

NFPA NO. 30 - FLAMMABLE AND COMBUSTIBLE LIQUID CODE; 2018 EDITION, AS AMENDED

NFPA NO. 70 - NATIONAL ELECTRICAL CODE; 2016 EDITION, AS AMENDED

NFPA NO. 72 - NATIONAL ALARM CODE; 2016 EDITION, AS AMENDED

NFPA NO. 99 - HEALTH CARE FACILITIES; 2015 EDITION, AS AMENDED...

APPICABLE NFPA STANDARDS

CODES

ARCHITECT

c|a ARCHITECTS

3633 LONG BEACH BOULEVARD, SUITE 200

LONG BEACH, CALIFORNIA 90807

(562) 595-5666

CIVIL/STRUCTURAL/MECHANICAL/PLUMBING/ELECTRICAL

IMEG

222 S. HARBOR BOULEVARD

SUITE 800

ANAHEIM, CALIFORNIA 92805

(626) 463-2800

SHEET INDEX

GENERAL

GI000 COVER SHEET

GI001 GENERAL NOTES, FIRE STOPPING NOTES, AND ICRA FORM

GI101 FIRST FLOOR FIRE LIFE SAFETY AND ACCESS EGRESS PLAN

CIVIL

C-0 TITLE SHEET

C-1 DEMOLITION PLAN

C-2 GRADING PLAN

C-3 UTILITY PLAN

C-4 EROSION CONTROL

C-5 DETAILS

C-6 SECTION & DETAILS

V-1 TOPOGRAPHIC SURVEY (REFERENCE ONLY)

ARCHITECTURAL

AE100 SITE PLAN

AD110 OUTDOOR FUEL CELL YARD DEMOLITION PLAN

AD111 GENERATOR AND SWITCHGEAR ROOM DEMOLITION PLAN

AE110 OUTDOOR GENERATOR YARD FLOOR PLAN

AE111 SWITCHGEAR ROOM, PARTIAL CHILLER ROOM, AND GRAPHIC CONTROL FLOOR PLAN

AE121 GENERATOR & SWITCHGEAR RM DEMOLITION RCP AND NEW RCP

AE190 ROOF PLAN

AE301 FUEL YARD ENLARGED PLANS AND SECTIONS

AI201 EXTERIOR ELEVATIONS

AJ500 DETAILS

AJ501 DETAILS AND SCHEDULES

STRUCTURAL

S000 GENERAL NOTES

S010 TYPICAL DETAILS

S011 TYPICAL DETAILS

S012 TYPICAL DETAILS

S013 TYPICAL DETAILS

S014 TYPICAL DETAILS

S201 OUTDOOR GENERATOR FOUNDATION PLAN

S202 PARTIAL PLANS

MECHANICAL

M001 MECHANICAL COVERSHEET

M002 MECHANICAL SCHEDULES

M100 OVERALL MECHANICAL SITE PLAN

MD111 ENLARGED CENTRAL PLANT - DEMOLITION

MD120 ENLARGED FUEL CELL FARM MECHANICAL PLAN - DEMOLITION

MD200 ENLARGED ROOF PLAN - DEMOLITION

M111 ENLARGED CENTRAL PLAN - REMODEL

M200 ENLARGED ROOF PLAN - REMODEL

M500 CONTROL AND DETAIL PLANS

PLUMBING

P000 PLUMBING SYMBOLS, ABBREV., NOTES AND SHEET INDEX

P001 PLUMBING SCHEDULES

PP120 PLUMBING GENERATOR FARM - REMODEL

PS100 OVERALL PLUMBING SITE PLAN

PS110 ENLARGED PLUMBING SITE PLAN

PD110 ENLARGED CENTRAL PLAN - DEMOLITION

PD120 ENLARGED FUEL CELL FARM - DEMOLITION

PD130 PLUMBING BASEMENT & FIRST FLOOR DEMOLITION PLANS

PP110 ENLARGED CENTRAL PLANT - REMODEL

PP510 PLUMBING DETAILS

PP520 PLUMBING DETAILS

PP610 FUEL OIL PIPING DIAGRAM

ELECTRICAL

E001 ELECTRICAL COVERSHEET

E002 ELECTRICAL COVERSHEET

EDS100 OVERALL ELECTRICAL SITE PLAN - DEMOLITION

EDL100 ENLARGED CENTRAL PLANT LIGHTING DEMOLITION PLAN

EDP100 ENLARGED CENTRAL PLANT POWER DEMOLITION PLAN

EDP110 ENLARGED FUEL CELL FARM POWER DEMOLITION PLAN

ED500 ELECTRICAL DEMOLITION SINGLE LINE DIAGRAM - MAIN DISTRIBUTION

ED510 ELECTRICAL DEMOLITION SINGLE LINE DIAGRAM - FUEL CELL

ES100 OVERALL ELECTRICAL SITE PLAN

ES110 ENLARGED ELECTRICAL SITE PLAN

EL100 ENLARGED CENTRAL PLANT LIGHTING PLAN

EL101 LIGHTING PHOTOMETRICS

EP100 ENLARGED CENTRAL PLANT POWER PLAN

EP110 ENLARGED GEN. FARM POWER PLAN AND GROUNDING SCHEME

EP111 ENLARGED MEZZANINE CENTRAL PLANT - POWER PLAN

EP112 ENLARGED BASEMENT AND FIRST FLOOR - POWER PLAN

EP200 ENLARGED ROOF POWER PLAN

E500 ELECTRICAL REMODEL SINGLE LINE DIAGRAM - MAIN DISTRIBUTION

E501 GEN. & FEEDER TYP. PROTECTION AND CNTL SCHEMANTICS

E502 PARALLEL SWITCHGEAR NOTES

E510 REMODEL RISER DIAGRAM - CENTRAL, GEN., & AREA P PLAN

E600 ELECTRICAL SCHEDULES

E700 ELECTRICAL DETAILS

E701 ELECTRICAL DETAILS

E702 ELECTRICAL DETAILS

E703 ELECTRICAL DETAILS

E704 ELECTRICAL DETAILS

E705 ELECTRICAL DETAILS

E706 ELECTRICAL DETAILS

E707 ELECTRICAL DETAILS

E708 ELECTRICAL DETAILS

E709 ELECTRICAL DETAILS

PROJECT TEAM

VICINITY MAP

SYMBOLS PROJECT DATA

U.S. DEPARTMENT OF VETERAN'S AFFAIRS

3. CONTRACTOR TO PROVIDE COMPLETE ITEMIZED SCHEDULE OF VALUES AS PART OF BID. SCHEDULE OF VALUES TO FOLLOW LATEST VERSION OF MASTER FORMAT. ALL CHANGES IN WORK AND PAYMENT REQUESTS ARE SUBJECT TO

SCHEDULE OF VALUES.

2. CONTRACTOR SHALL HIRE ALL REQUIRED 3RD PARTY INSPECTORS. INSPECTORS SHALL BE APPROVED BY VA AND

ARCHITECT. VA WILL PROVIDE 3RD PARTY INSPECTOR FOR ABATEMENT ONLY.

1. PRODUCTS, MATERIALS, AND FIXTURES LISTED HEREIN ARE A BASIS OF DESIGN, UNLESS OTHERWISE NOTED, AND THEREFORE MAY BE SUBSTITUTED BY A VA AND ARCHITECT APPROVED EQUAL PRODUCT UPON REQUEST BY CONTRACTOR. ANY COST ASSOCIATED WITH REDESIGN AND CONSTRUCTION, INCLUDING OTHER AFFECTED ITEMS SHALL BE CONTRACTOR RESPONSIBILITY. REFER TO SPECIFICATION FOR SUBSTITUTION REQUEST PROCEDURES.

FACILITY NOTES

PROJECT LOCATION

GENERATOR FARM & SWITCHGEAR UPGRADE

11201 BENTON STREET

LOMA LINDA, CA 92357

DEFERRED APPROVAL

Revisions: Date:

65% DESIGN DEVELOPMENT 07.01.2021

35% SCHEMATIC DESIGN 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

01 GENERAL

1. ALL WORK SHALL CONFORM TO LISTED BUILDING CODES AND ALL APPLICABLE STATE

AND MUNICIPAL ORDINANCES AND ALL OTHER RULES AND REGULATIONS HAVING

JURISDICTION OVER THIS PROJECT. IN THE EVENT THAT TWO OR MORE REGULATIONS

CONFLICT, THE MORE RESTRICTIVE SHALL GOVERN.

2. FOR CONSTRUCTION PURPOSES, USE NOTED DIMENSIONS ONLY. DO NOT SCALE

DRAWINGS.

3. EXERCISE CARE TO PREVENT DAMAGE TO EXISTING EQUIPMENT, STRUCTURES AND

SERVICES. DAMAGE AS A RESULT OF THIS WORK SHALL BE REPAIRED OR REPLACED AT

NO ADDITIONAL COST TO THE OWNER.

4. VERIFY THE PRECISE LOCATIONS OF ALL EQUIPMENT WITH THE OWNER PRIOR TO THE

INSTALLATION OF THAT EQUIPMENT OR THE SERVICES THAT SUPPORT IT.

5. IT IS HEREBY UNDERSTOOD THAT THE HOSPITAL MUST MAINTAIN IT'S REGULAR

SERVICE DURING THE TIME WORK IS IN PROGRESS. ADVANCE SCHEDULING WITH THE

ENGINEERING DEPARTMENT SHALL BE ARRANGED BY THE CONTRACTOR TO ENSURE

NO DISRUPTION TO FACILITY SERVICES. SOME WORK MAY BE REQUIRED ON NIGHTS

AND WEEKENDS.

6. UPON COMPLETION OF EACH PHASE OF THE WORK AND AT SUCH TIMES AS DIRECTED

BY THE OWNER, REMOVE ALL SURPLUS MATERIAL, TOOLS AND DEBRIS AND LEAVE THE

SITE IN A CLEAN AND NEAT CONDITION.

7. PROVIDE PROTECTION FROM DUST, DIRT AND MOISTURE FOR THE PROTECTION OF THE

WORKMEN, STAFF, PATIENTS, THE PUBLIC AND EXISTING COMPUTER EQUIPMENT AS

REQUIRED BY ALL PERTINENT CODES, REGULATIONS, AND FACILITY STANDARDS.

8. THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO CONSTRUCT THE PROJECT IN

ACCORDANCE WITH THE 2019 CBC AND NFPA CODES AS APPLICABLE TO THIS PROJECT.

SHOULD ANY CONDITION DEVELOP NOT COVERED BY THE APPROVED CONSTRUCTION

DOCUMENTS, WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH THE 2019 CBSC,

AMENDED CONSTRUCTION DOCUMENTS (ACDs) DETAILING AND SPECIFYING THE

REQUIRED WORK SHALL BE SUBMITTED FOR VA REVIEW AND ACCEPTANCE PRIOR TO

INSTALLATION.

9. DIMENSIONS: ALL DIMENSIONS ARE TO FACE OF STUD (F.O.S.) OR CENTER LINE OF

STUD UNLESS NOTED OTHERWISE.

10. CHANGES IN LEVEL ON ACCESSIBLE ROUTE SHALL CONFORM WITH SECTION 11B-303 OF

THE 2019 CALIFORNIA BUILDING CODE AND ABA STANDARDS WITH VA AMENDMENTS.

11. CONTRACTOR SHALL COORDINATE WITH FACILITY TO MAINTAIN CONTINUOUS

ESSENTIAL SERVICES DURING CONSTRUCTION.

12. DO NOT CUT, NOTCH, DRILL, OR ALTER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY

DETAILED ON APPROVED PLANS OR OTHERWISE ACCEPTED BY COR AND SEOR.

13. ALL ANCHORAGE EXPOSED TO WEATHER MUST BE STAINLESS STEEL OR HOT DIPPED

GALVANIZED.

14. UTILITY SHUTDOWNS REQUIRE A MINIMUM 21 DAY NOTICE TO THE COR. THE

CONTRACTOR SHALL COORDINATE WITH THE VA PROJECT MANAGER ALL UTILITY

SHUTDOWNS A MINIMUM OF 21 DAYS BEFORE THE REQUIRED SHUTDOWN.

15. AN INFECTION CONTROL PERMIT (ICRA) MUST BE OBTAINED PRIOR TO BEGINNING OF

ANY CONSTRUCTION ACTIVITY. ALL REQUIREMENTS MUST BE MET BY GENERAL

CONTRACTOR. SEE SAMPLE ICRA ON THIS PAGE FOR REFERENCE.

16. THE CONTRACTOR SHALL COORDINATE WITH THE COR ALL WORK TO BE

ACCOMPLISHED IN OCCUPIED SPACES. A MINIMUM OF 21 DAYS NOTICE SHALL BE GIVEN

PRIOR TO STARTING THE WORK.

17. NO OVERCUTTING OF THE EXISTING CONCRETE SLAB SHALL BE ALLOWED.

18. TESTING LAB SHALL BE PROVIDED BY THE CONTRACTOR PENDING THE APPROVAL OF

THE V.A. THE TESTING LAB SHALL BE ISSUED AS A SUBMITTAL FOR REVIEW AN

APPROVAL.

19. WHERE POSSIBLE EXISTING UTILITIES SHALL BE RELOCATED TO ALLOW FOR

INSTALLATION OF THE NEW WORK.

20. ALL PIPING, CONDUIT, DUCTWORK AND PENETRATIONS THROUGH FIRE RATED OR

SMOKE WALLS SHALL BE FIRE STOPPED. SEE SHEET 1 FOR FIRESTOPPING

SYSTEMS.

21. ANY CHANGES MUST BE APPROVED BY THE CONTRACTING OFFICER BEFORE DOING

ANY ADDITIONAL WORK. WORK TO BE SCHEDULED DURING REGULAR DAY HOURS.

22. FOR ACCESSIBLE HEIGHTS REQUIRED IN THIS PROJECT, REFER TO

02 EXISTING CONDITIONS

1. VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE

ARCHITECT OF ANY DEVIATION FROM THE CONDITIONS PRESENTED HEREIN. FAILURE

TO DO SO SHALL CONSTITUTE ACCEPTANCE OF THE EXISTING CONDITIONS AND ANY

ADDITIONAL WORK REQUIRED SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO

THE OWNER.

2. SALVAGE MATERIALS NOT SCHEDULED FOR REUSE SHALL BE STORED OR DISPOSED

OF AS INSTRUCTED BY THE OWNER.

3. DEMOLITION PLAN AND NOTES ARE INCLUDED FOR GENERAL INFORMATION ONLY AND

ARE NOT INTENDED TO REPRESENT ALL CONDITIONS PRESENT AT THE SITE. THE

CONTRACTOR IS RESPONSIBLE FOR PREPARING THE SITE FOR CONSTRUCTION AS

DESCRIBED AND DETAILED IN THE CONTRACT.

4. WHENEVER CUTTING, PATCHING, ETC. IS REQUIRED, ALL ADJACENT SURFACES SHALL

BE FINISHED TO ACHIEVE A MATCHING SURFACE CONDITION. SAW CUTTING AND CORE

DRILLING SHALL BE USED IN LIEU OF JACK HAMMERING.

5. ASBESTOS OR HAZARDOUS MATERIALS. IT IS UNDERSTOOD AND AGREED THAT THIS

CONTRACT DOES NOT CONTEMPLATE THE HANDLING OF ASBESTOS OR ANY

HAZARDOUS MATERIALS. IF ASBESTOS OR ANY HAZARDOUS MATERIALS IS

ENCOUNTERED, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY. DO NOT

DISTURB, HANDLE OR ATTEMPT TO REMOVE.

07 THERMAL AND MOISTURE PROTECTION

1. SEAL PENETRATIONS THROUGH RATED WALLS AND FLOORS WITH A MATERIAL

CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECT

TO THE REQUIREMENTS OF THE TEST STANDARD: SPECIFIC OF FIRE STOPS ASTM E-814.

2. SEE DETAIL FOR FIRE STOPPING SCHEDULE. CONTRACTOR TO PROVIDE

FIRESTOPPING SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW AND APPROVAL.

SUBMITTAL SHALL INCLUDE FIRESTOPPING DETAILS (WITH APPROVED UL REFERENCE)

COORDINATED WITH A LOCATION FLOOR PLAN. SUBMITTAL TO INCLUDE ENGINEERING

JUDGEMENT IF REQUIRED, SIMILAR FOR FIRE PROOFING PROVISIONS IF NECESSARY.

3. WHERE PROVIDED, THROUGH-PENETRATION FIRESTOP SYSTEM AND MEMBRANE

PENETRATION DETAILS ARE FOR REFERENCE ONLY. THROUGH-PENETRATIONS AND

MEMBRANE PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION

FIRESTOP SYSTEM OR MEMBRANE PENETRATION FIRESTOP SYSTEM INSTALLED AS

TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH A MINIMUM POSITIVE

PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER OR AS OTHERWISE

PERMITTED BY CBC, SECTION 714. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS

AND MEMBRANE PENETRATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE

INSTALLATION DETAILS FOR LISTED SYSTEMS. LISTED THROUGH-PENETRATION

FIRESTOP SYSTEMS, MEMBRANE PENETRATION PROTECTION AND OTHER PERMITTED

MEANS AND METHODS OF PENETRATION PROTECTION SHALL BE SUBMITTED TO COR

FOR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION.

4. SEE FIRE-STOPPING REQUIREMENTS SECTION ON THIS PAGE FOR ADDITIONAL

INFORMATION.

08 OPENINGS

1. MAXIMUM EFFORT TO OPEN DOORS SHALL BE: 5 LBS. INTERIOR, 5 LBS. EXTERIOR, AND

15 LBS AT FIRE DOORS.

2. HAND-ACTIVATED HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND 44

INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-

ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE

EFFORT BY HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE

ABILITY TO GRASP.

3. ACCESS DOORS - PROVIDE ACCESS DOORS IN ALL HARD CEILINGS CONTAINING

JUNCTION BOXES AND/OR VALVES. LABEL ALL ACCESS DOORS AS TO VALVES LOCATED

ABOVE. NOTIFY HOSPITAL ENGINEERING DEPARTMENT PRIOR TO CLOSING UP CEILING

FOR FINAL REVIEW.

GENERAL NOTES

/1 AJ500

09 FINISHES

1. FINISH MATERIALS IN EXIT WAYS, CORRIDORS, ROOMS AND ENCLOSED SPACES OF

SPRINKLERED BUILDINGS SHALL HAVE A FLAME SPREAD OF 75 OR LESS (CLASS B)

AND A SMOKE DEVELOPMENT OF 450 OR LESS (CLASS B). FINISH MATERIALS IN EXIT

WAYS AND CORRIDORS OF NON-SPRINKLERED BUILDINGS SHALL HAVE A FLAME

SPREAD OF 25 OR LESS (CLASS A) AND A SMOKE DEVELOPMENT OF 450 OR LESS

(CLASS A) AND IN ROOMS AND ENCLOSED SPACES FLAME SPREAD OF 75 OR LESS

(CLASS B) AND A SMOKE DEVELOPMENT OF 450 OR LESS (CLASS B). PER NFPA 10.2.

2. PAINT SHALL BE THE PRODUCT OF ONE MANUFACTURER AND SHALL BE DELIVERED

TO JOB SITE IN SEALED CONTAINERS.

3. PAINT SHALL BE CONSIST OF MINIMUM TWO (2) COAT APPLICATION AND

APPROPRIATE SEALER.

4. RECESSED MOUNTED FIXTURES IN RATED WALLS/CEILINGS SHALL BE BACK BOXED

WITH MATERIALS EQUAL TO RATED WALL ASSEMBLY.

5. CEILINGS SHALL BE SMOOTH, EASILY CLEANED WITH NO ROUGH TEXTURES.

FLOORS SHALL BE SMOOTH, WATERPROOF AND DURABLE.

6. INTERIOR WALL FINISHES SHALL BE SMOOTH, WATERPROOF AND DURABLE.

7. GYPSUM BOARD SHALL BE PRIMED PRIOR TO INSTALLATION OF CASEWORK.

8. SET ALL TOPSET BASE ON SHEET VINYL IN A CONTINUOUS BEAD OF WATER

RESISTANT CAULKING.

26 ELECTRICAL

1. 6'-0" MAX. FLEX CONDUIT WILL BE ALLOWED ABOVE LAY-IN CEILINGS FOR LIGHT

FIXTURES ONLY.

2. VERIFY AND PROVIDE SPRAY PAINTED EMERGENCY CIRCUIT CONDUIT AND BOXES

PER FACILITY STANDARD COLOR.

3. VERIFY AND PROVIDE SPRAY PAINTED FIRE ALARM CIRCUIT CONDUIT AND BOXES

PER FACILITY STANDARD COLOR.

4. ELECTRICAL COVER PLATES SHALL HAVE CIRCUIT NUMBERS AND PANELS

ENGRAVED IN COVER PLATES.

5. LABEL ALL JUNCTION BOXES AS TO CIRCUIT NUMBERS LOCATED WITHIN.

6. FLEXIBLE CONDUIT CAN BE USED FOR LOW VOLTAGE WIRING.

STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION

ACTIVITIES MINIMUM WATER QUALITY PROTECTION REQUIREMENTS FOR ALL

DEVELOPMENT CONSTRUCTION PROJECTS/CERTIFICATION STATEMENT

THE FOLLOWING IS INTENDED AS MINIMUM NOTES OR AS AN ATTACHMENT FOR BUILDING

AND GRADING PLANS AND REPRESENT THE MINIMUM STANDARD OF GOOD HOUSEKEEPING

THAT MUST BE IMPLEMENTED ON ALL CONSTRUCTION SITES REGARDLESS OF SIZE.

(APPLIES TO ALL PERMITS)

• ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY

NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS,

NATURAL DRAINAGE COURSES OR WIND.

• STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE

PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR

WATER.

• FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN

ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND

SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED

FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN

A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.

• NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY

OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE.

• EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY

OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE

WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.

• TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A

COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL

BY WIND

• SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE

TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO

INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL

DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY

RAIN OR OTHER MEANS.

• ANY SLOPES WITH DISTURBED SOILS OR DENUDE D OF VEGETATION MUST BE

STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER

• OTHER:____________________________________________________________________

AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, I HAVE READ

AND UNDERSTAND THE REQUIREMENTS LISTED ABOVE, NECESSARY TO CONTROL STORM

WATER POLLUTION FROM SEDIMENTS, EROSION, AND CONSTRUCTION MATERIALS, AND I

CERTIFY THAT I WILL COMPLY WITH THESE REQUIREMENTS.

PRINT NAME:______________________________________________________________________

OWNER OR AUTHORIZED AGENT OF THE OWNER

SIGNATURE:____________________________________________________ DATE:_____________

(OWNER OR AUTHORIZED AGENT OF THE OWNER)

BEST MANAGEMENT PRACTICES

FOR CONSTRUCTION ACTIVITIES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605 -19 - 400

EMERGENY GENERATOR

FARM

11201 BENTON STREET

LOMA LINDA, CA 92357

100% CONSTRUCTION

DOCUMENTS

c|a ARCHITECTS expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner,nor are they to be assigned to any third party without first obtaining the written consent of c|a ARCHITECTS, Inc. COPYRIGHT ©

3633 LONG BEACH BLVD., SUITE 200

T 562.595.5666 | F 562.595.5577

LONG BEACH, CA 90807

www.c-a ARCHITECTS.com

C|A #1474.01

D R

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GI001

GENERAL NOTES, FIRE STOPPING

NOTES, AND ICRA FORM

Approver

Checker Author08/30/2021

A u th o r

ICRA - FOR REFERENCE ONLY

Revisions: Date:

DN

8.5 87.98.6

7 6 5 4 3 2 1

E.5

F

G

H

J

K

K.1

L

G.2

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G.6

H.4

H.5

8.3

F.1

FIRE ZONE

2-9-2

COMPACTOR

1D -10

BOILER

RM

1D -16

BOILERS/CHILLERS

RM

1D -17

GENERATOR

1D -19

EQUIP

RM

1D-01

SERVBAY

SB01-6

SERVBAY

SB01-4

SHELL

SPACE

1D-01A

GENERAL NOTES

1. THE FOLLOWNG CODES ARE USED FOR THE BASIS OF DESIGN FOR THIS PROJECT

BUT ARE NOT LIMITED TO:

A. IBC

B. NFPA 101

C. NEC

D. NFPA 80

E. NFPA 110

F. IMC

G. IPC

H. VA MANUAL H-18-8

I. ASCE-7

2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND USING THE MOST

CURRENT APPLICABLE CODE EDITION.

3. WHERE CONFLICTS EXIST BETWEEN CODES, THE CODE SPECIFIED IN THE VA FIRE

PROTECTION DESIGN GUIDE SHALL BE FOLLOWED. FIRE PROTECTION FEATURES

NOT ADDRESSED IN THE NATIONAL FIRE CODES SHALL BE DESIGNED TO COMPLY

WITH THE 2018 IBC OR AS OTHERWISE ADDRESSED IN THE DESIGN GUIDE.

EGRESS PATH OF TRAVEL

EXIT DISCHARGE

FIRE/LIFE SAFETY LEGEND

2 HOUR SMOKE BARRIER.

GROUP 1-2/ SMOKE COMPARTMENTS.

90-MINUTE DOORS.

2 HOUR FIRE BARRIER.

SHAFT ENCLOSURE WALL/ VERTICAL EXIT

ENCLOSURE WALL.

90-MINUTE DOORS. NO WINDOWS PERMITTED.

1 HOUR FIRE BARRIER.

CARE SUITE WALL/ INCIDENTAL USE

SEPARATION WALL.

45-MINUTE DOORS. 45-MINUTE WINDOWS.

DESCRIPTIONSYMBOL

NFPA 101 19.3.7.6

CODE SECTION

NOT IN SCOPE

NFPA 101 7.2.3.5

NFPA 101 19.3.2.1

NFPA 101 7.5

NFPA 101 A.7.6

NFPA 101 19.3.2.1

2 HOUR OCCUPANCY SEPARATION NFPA 101 6.1.14.4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605 -19 - 400

EMERGENY GENERATOR

FARM

11201 BENTON STREET

LOMA LINDA, CA 92357

100% CONSTRUCTION

DOCUMENTS

c|a ARCHITECTS expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner,nor are they to be assigned to any third party without first obtaining the written consent of c|a ARCHITECTS, Inc. COPYRIGHT ©

3633 LONG BEACH BLVD., SUITE 200

T 562.595.5666 | F 562.595.5577

LONG BEACH, CA 90807

www.c-a ARCHITECTS.com

C|A #1474.01

D R

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GI101

FIRST FLOOR FIRE LIFE SAFETY

AND ACCESS EGRESS PLAN

Approver

Checker Author08/30/2021

A u th o r

1/16" = 1'-0" 1FIRST FLOOR FIRE/ LIFE SAFETY AND ACCESS/ EGRESS PLAN

N

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

11201 BENTON STREET, LOMA LINDA, CA 92357

3633 LONG BEACH BLVD., SUITE 200 LONG BEACH, CA 90807

T 562.595.5666 | F 562.595.5577 www.c-aarchitects.com

DESIGNING HEALTHCARE

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

605 -19 - 400EMERGENY GENERATOR

FARM C|A #1474.01

1PRELIMINARY

NOT FOR

CONSTRUCTION

07.01.2021 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

ENGINEER'S NOTICE TO CONTRACTOR

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON

THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE

APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES

SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

THE DESIGN OF THE IMPROVEMENTS SHOWN ON THESE PLANS IS BASED ON THE AS-BUILT PLANS (CITY ID NO. LDR13-0015) DATED 8/25/14 PREPARED BY THIENES ENGINEERING, INC. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS AND JOIN GRADES IN FIELD AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES PRIOR TO BID.

STANDARD GENERAL GRADING NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS

FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION, LATEST EDITION WITH SUPPLEMENTS, AND THE STANDARD PLANS AND

SPECIFICATIONS OF THE CITY OF LOMA LINDA.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE JOB

SITE AND THE LOCATION OF ALL UNDERGROUND FACILITIES SHOWN OR NOT SHOWN ON THESE

PLANS. NEITHER THE CITY OF LOMA LINDA NOR THE ENGINEER WILL BE RESPONSIBLE FOR ANY

DAMAGE TO UNDERGROUND FACILITIES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL OF THE NECESSARY PERMITS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CALL ENGINEER'S OFFICE AT 799-2870 FOR

INSPECTION 24 HOURS PRIOR TO PERFORMING ANY WORK. WORK PERFORMED WITHOUT

CALLING FOR INSPECTION SHALL BE REJECTED AND SHALL BE REMOVED SOLELY AT THE

CONTRACTOR'S EXPENSE.

5. UTILITY CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION TESTS OF ALL

TRENCH BACK FILL AND SUBMITTING THEM TO THE CITY ENGINEER FOR APPROVAL. NOTIFY

ENGINEER'S OFFICE AT 799-4400, 24 HOURS PRIOR TO TEST.

6. THE STRUCTURAL SECTIONS SHOWN ON THESE PLANS ARE TENTATIVE. AT THE COMPLETION OF

ROUGH GRADING, A MATERIAL REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE

SUBMITTED BY THE TRACT ENGINEER TO THE CITY ENGINEER FOR REVIEW AND EVALUATION,

APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET.

7. CUT SHEETS SHALL BE PREPARED BY THE DEVELOPER'S ENGINEER AND SUBMITTED TO THE CITY

ENGINEER. NO CONSTRUCTION SHALL BE ALLOWED PRIOR TO THE ENGINEER'S APPROVAL OF

THE CUT SHEETS.

8. LOCATIONS OF DRIVEWAY APPROACHES SHALL BE ADDED BY REVISIONS. ANY WATER OR SEWER

LATERALS CONSTRUCTED AT DRIVEWAY APPROACH LOCATIONS SHALL BE RELOCATED AT THE

CONTRACTOR'S EXPENSE.

9. THE CONTRACTOR SHALL SATISFY HIMSELF THAT THE ESTIMATED QUANTITIES SHOWN ARE

CORRECT BEFORE BIDDING ON ANY ITEM.

10. THE CONTRACTOR SHALL MAINTAIN DUST CONTROL AT ALL TIMES.

11. ALL EXISTING PAVEMENT TO BE REMOVED SHALL BE SAW CUT OR WHEEL CUT AND REMOVED TO

CLEAN STRAIGHT LINES.

12. AT ALL LOCATIONS WHERE NEW PAVEMENT JOINS EXISTING, THE EXISTING PAVEMENT SHALL BE

CLEANED AND COATED WITH ASPHALTIC EMISSION.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY VALVES, BOXES AND

COVERS, AND ADJUSTING OF ALL CITY WATER VALVE BOXES AND COVERS TO FINISH GRADE.

14. THE CONTRACTOR SHALL RESET MANHOLE RINGS TO SURROUNDING A.C. PAVEMENT GRADE.

15. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR THE ACCURACY AND

ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING

CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN

ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL OF THE CITY ENGINEER.

16. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT

(USA), PHONE NUMBER 1-800-227-2600, TWO WORKING DAYS BEFORE DIGGING. NO INSPECTION WILL BE PROVIDED BY THE CITY ENGINEER'S OFFICE, AND NO CONSTRUCTION PERMIT ISSUED BY

THE PUBLIC WORKS DEPARTMENT INVOLVING EXCAVATION FOR UNDERGROUND FACILITIES WILL

BE VALID UNLESS THE APPLICANT HAS BEEN PROVIDED AN INQUIRY IDENTIFICATION NUMBER BY

USA.

17. ALL ACTIVE IRRIGATION LINES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPLACED

WITH 10 GAGE DOUBLE DIPPED AND WRAPPED-WELDED STEEL PIPE.

18. OBSERVANCE OF THE CONTRACTOR'S WORK BY REPRESENTATIVES OF THE ENGINEER'S OFFICE SHALL NOT RELIEVE THE CONTRACTOR OF THE FINAL AND ULTIMATE RESPONSIBILITY FOR THE

CONSTRUCTION OF THE IMPROVEMENTS IN ACCORDANCE WITH THESE PLANS AND ANY

REFERENCED SPECIFICATIONS, STANDARD DRAWINGS, OR DETAILS.

GENERATOR FARM & SWITCHGEAR UPGRADE

LOMA LINDA, CA 92357

ASPH ASPHALT

AVE AVENUE

BLDG BUILDING

BLVD BOULEVARD

BC BACK OF CURB

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CL CENTERLINE

CONC CONCRETE

CY CUBIC YARD

DEMO DEMOLISH

DIA DIAMETER

DRV DRIVEWAY

E-E EDGE TO EDGE

EL ELEVATION

EP EDGE OF PAVEMENT

EX EXISTING

FF FINISH FLOOR

FL FLOWLINE

FS FINISH SURFACE

GB GRADE BREAK

GUT GUTTER

LF LINEAL/LINEAR FEET

PCC PORTLAND CEMENT CONCRETE

PR PROPOSED

PVMT PAVEMENT

R RADIUS

RD ROAD

SF SQUARE FEET

ST STREET

STD STANDARD

SW SIDEWALK

TC TOP OF CURB

TEMP TEMPORARY

TW TOP OF WALL

UG UNDERGROUND

UTILITY NOTE

THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE

SHOWN CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR

CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE

CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVE GROUND

UTILITES, REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

BASIS OF BEARING

THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON LOCAL

CONTROL POINTS PROVIDED TO THE SURVEYOR BY THE CLIENT.

SURVEYOR MAKES NO REFERENCE AS TO ITS SOURCE AND MAKES NO

CLAIMS TO ITS ACCURACY AND COMPLETENESS.

IN ADDITION TO THE LOCAL CONTROL POINTS PROVIDED, THE

FOLLOWING STATEMENT WAS ALSO SUPPLIED TO THE SURVEYOR. THIS

INFORMATION IS FOR REFERENCE ONLY AND HAS NOT BEEN SURVEYED

OR VERIFIED BY THE SURVEYOR.

"BASIS OF BEARING -

THE CALCULATED BEARING BETWEEN MLFP AND GISA PER NGS DATA

SHEET LOCATIONS

I.E. N28°24'17E

NOTE: RTK DATA WAS SCALED TO GROUND USING LOCAL CONTROL

POINTS."

BENCHMARK

THE BENCHMARK FOR THIS SURVEY IS BASED ON LOCAL CONTROL

POINTS PROVIDED TO THE SURVEYOR BY THE CLIENT. SURVEYOR

MAKES NO REFERENCE AS TO ITS SOURCE AND MAKES NO CLAIMS TO

ITS ACCURACY AND COMPLETENESS.

IN ADDITION TO THE LOCAL CONTROL POINTS PROVIDED, THE

FOLLOWING STATEMENT WAS ALSO SUPPLIED TO THE SURVEYOR. THIS

INFORMATION IS FOR REFERENCE ONLY AND HAS NOT BEEN SURVEYED

OR VERIFIED BY THE SURVEYOR.

"BENCHMARK-

CITY OF LOMA LINDA VERTICAL BENCHMARK LLBM-81-14 FOUND BRASS

CAP IN CONCRETE 2' N.E OF STREET SIGN IN CONCRETE SIDEWALK AT

THE SOUTH END OF THE INTERSECTION OF TULIP AVENUE AND

HILLCREST STREET ELEVATION - 1177.938' "

VICINITY MAP

SHEET INDEX

C-0 TITLE SHEET

C-1 DEMOLITION PLAN

C-2 GRADING PLAN

C-3 UTILITY PLAN

C-4 EROSION CONTROL

C-5 DETAILS

C-6 SECTION & DETAILS

V-1 TOPOGRAPHIC SURVEY

(REF ONLY)

C-0

TITLE SHEET

CMC RKL08/30/2021

PH: 909.477.6915

FAX: 909.477.6916

www.imegcorp.com

901 VIA PIEMONTE

SUITE 400

ONTARIO, CA 91764

PROJECT LOCATION

CONTACTS

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

11201 BENTON ST

LOMA LINDA, CA 92357

OWNER

ARCHITECT

CIVIL ENGINEER

IMEG CORP

222 S HARBOR BLVD. #800

ANAHEIM, CA 92805

T.714.490.5555 | F.626.463.2801

WWW.IMEGCORP.COM

C|A ARCHITECTS

3633 LONG BEACH BLVD., SUITE 200

LONG BEACH, CA 90807

T.562.595.5666 | F.562.595.5577

WWW.C-AARCHITECTS.COM

ABBREVIATIONS

UNLESS OTHERWISE MODIFIED BELOW, ABBREVIATIONS SHALL BE PER THE STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), THE STAND PLANS FOR

PUBLIC WORKS CONTSTRUCTION (SPPWC), THE STATE STANDARD PLANS, AND/OR THE

STATE STANDARD SPECIFICATIONS.

EXISTING STORM DRAIN MANHOLE

PROPOSED STORM DRAIN PIPE

EXISTING STORM DRAIN PIPE

PROPOSED STREET LIGHT

LANDSCAPED AREA

PROPOSED STORM DRAIN CATCH BASIN

EXISTING STORM DRAIN CATCH BASIN

CONCRETE AREA

RETAINING WALL

LEGEND

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

11201 BENTON STREET, LOMA LINDA, CA 92357

3633 LONG BEACH BLVD., SUITE 200 LONG BEACH, CA 90807

T 562.595.5666 | F 562.595.5577 www.c-aarchitects.com

DESIGNING HEALTHCARE

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

605 -19 - 400EMERGENY GENERATOR

FARM C|A #1474.01

1PRELIMINARY

NOT FOR

CONSTRUCTION

07.01.2021 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

DEMOLITION NOTES

C-1

DISPOSITION NOTES

DEMO PLAN

CMC RKL08/30/2021

PH: 909.477.6915

FAX: 909.477.6916

www.imegcorp.com

901 VIA PIEMONTE

SUITE 400

ONTARIO, CA 91764

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FUTURE EQUIPMENT

PAD BY OTHERS

PAD = 1166.80

EQUIPMENT PAD

BY OTHERS

C-6

C-6

C-6

EXISTING BUILDING

EX

IS

TI

N

G B

U

IL

D

IN

G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

11201 BENTON STREET, LOMA LINDA, CA 92357

3633 LONG BEACH BLVD., SUITE 200 LONG BEACH, CA 90807

T 562.595.5666 | F 562.595.5577 www.c-aarchitects.com

DESIGNING HEALTHCARE

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

605 -19 - 400EMERGENY GENERATOR

FARM C|A #1474.01

1PRELIMINARY

NOT FOR

CONSTRUCTION

07.01.2021 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

CONSTRUCTION NOTES

C-2

M

AT

C H

LI

N

E

- S

EE

B

EL

O

W R

IG

H

T

M

AT

C H

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EF

T

GRADING PLAN

CMC RKL08/30/2021

PH: 909.477.6915

FAX: 909.477.6916

www.imegcorp.com

901 VIA PIEMONTE

SUITE 400

ONTARIO, CA 91764

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DEDUCTIVE ALTERNATE #4

ALTERNATE UTILITY

PATHWAY

DEDUCTIVE ALTERNATE #2

DO NOT INSTALL (1) FUEL TANK

REDUCTION OF SURFACE

DISTURBANCE.

U N

D E

R G

R O

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D F

U E

L O

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T

A N

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U N

D E

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L O

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T

A N

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FUTURE EQUIPMENT

PAD BY OTHERS

PAD = 1166.80

EQUIPMENT PAD

BY OTHERS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

11201 BENTON STREET, LOMA LINDA, CA 92357

3633 LONG BEACH BLVD., SUITE 200 LONG BEACH, CA 90807

T 562.595.5666 | F 562.595.5577 www.c-aarchitects.com

DESIGNING HEALTHCARE

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

605 -19 - 400EMERGENY GENERATOR

FARM C|A #1474.01

1PRELIMINARY

NOT FOR

CONSTRUCTION

07.01.2021 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

1. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN

ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE

ONLY, AND SHALL BE CONFIRMED IN THE FIELD PRIOR TO REFERENCING

FOR CONSTRUCTION PURPOSES.

2. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE

CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR

SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION

OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE.

3. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND

MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE

COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND

OWNER.

5. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH

BURIED AND ABOVE GROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY

OF THE CONTRACTOR.

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF

STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF

AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE

CONFIRMED IN FIELD BY THE CONTRACTOR. SO THAT ANY OF THE

NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF

THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE

DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWN

AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

THE EXISTING UTILITIES SHOWN ON THESE PLANS IS BASED ON THE

AS-BUILT PLANS (PA07-0080, PA13-0022) DATED 8/25/14, PREPARED BY

THIENES ENGINEERING, INC AND AS-BUILT PLANS (PA07-0079/00800) DATED

10/21/13, PREPARED BY ENCO UTILITY SERVICES. THE CONTRACTOR SHALL

VERIFY THE EXISTING CONDITIONS IN FIELD AND NOTIFY THE ENGINEER OF

ANY DISCREPANCIES PRIOR TO BID.

ENGINEER'S NOTICE TO CONTRACTOR

UTILITY NOTES

STORM DRAIN CONSTRUCTION NOTES

C-3

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before you dig.Call

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PH: 909.477.6915

FAX: 909.477.6916

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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Office of Construction and Facilities Management

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

11201 BENTON STREET, LOMA LINDA, CA 92357

3633 LONG BEACH BLVD., SUITE 200 LONG BEACH, CA 90807

T 562.595.5666 | F 562.595.5577 www.c-aarchitects.com

DESIGNING HEALTHCARE

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

605 -19 - 400EMERGENY GENERATOR

FARM C|A #1474.01

1PRELIMINARY

NOT FOR

CONSTRUCTION

07.01.2021 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

EROSION CONTROL NOTES

C-4

A

SECTION A-AA

GRAVEL BAG DETAILS 2

A

SECTION A-A

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NOTES:

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CMC RKL08/30/2021

PH: 909.477.6915

FAX: 909.477.6916

www.imegcorp.com

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DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

11201 BENTON STREET, LOMA LINDA, CA 92357

3633 LONG BEACH BLVD., SUITE 200 LONG BEACH, CA 90807

T 562.595.5666 | F 562.595.5577 www.c-aarchitects.com

DESIGNING HEALTHCARE

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

605 -19 - 400EMERGENY GENERATOR

FARM C|A #1474.01

1PRELIMINARY

NOT FOR

CONSTRUCTION

07.01.2021 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

C-5

2CATCH BASIN

4CONCRETE V-GUTTER

5CURB AND GUTTER TRANSITION

DETAILS

CMC RKL08/30/2021

PH: 909.477.6915

FAX: 909.477.6916

www.imegcorp.com

901 VIA PIEMONTE

SUITE 400

ONTARIO, CA 91764

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DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

11201 BENTON STREET, LOMA LINDA, CA 92357

3633 LONG BEACH BLVD., SUITE 200 LONG BEACH, CA 90807

T 562.595.5666 | F 562.595.5577 www.c-aarchitects.com

DESIGNING HEALTHCARE

65% DESIGN DEVELOPMENT

35% SCHEMATIC DESIGN

605 -19 - 400EMERGENY GENERATOR

FARM C|A #1474.01

1PRELIMINARY

NOT FOR

CONSTRUCTION

07.01.2021 02.26.2021

95% DESIGN DEVELOPMENT 08.30.2021

100% CONSTRUCTION DOCUMENTS 10.12.2021

C-6

SECTION &

DETAILS

CMC RKL08/30/2021

PH: 909.477.6915

FAX: 909.477.6916

www.imegcorp.com

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SUITE 400

ONTARIO, CA 91764

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SECTION DETAIL

SECTION DETAIL

SECTION DETAIL

SECTION DETAIL

EMERGENCY GENERATOR

EMERGENCY GENERATOR

FUTURE

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Date:

Drawn By:

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ALL RIGHTS RESERVED

C

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SURVEYOR'S STATEMENT

VICINITY MAP

TOPOGRAPHIC SURVEY

VA LOMA LINDA HOSPITAL SURVEY

11210 BENTON ST, LOMA LINDA, CALIFORNIA

TOPOGRAPHIC SURVEY

ABBREVIATIONS

BASIS OF BEARING

UTILITY LEGEND & NOTES

BENCHMARK

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONCCONC

CONC

CONC

CONC

CONC

CONC

CONCCONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

CONC

BR

ID

GE

V

V

V

V

V

V

V

V

V

V

V

1163.33

7 1183.07

1183.16

1172.35

HV-1

W.L.

1150.6

W.L.

1150.6

W.L.

1150.6

W.L.

1146.3

W.L.

1144.8

W.L.

1142.0

W.L.

1142.3

RAMP

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

C O N C R E T E

C O N C R E T E

BARTON ROAD

B E

N T

O N

S T

R E

E T

AREA OF WORK

AD111

AE111

AD110

ROOMS: ID-09A & ID-19

GENERATOR YARD

AE110

AE190

AE111

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605 -19 - 400

EMERGENY GENERATOR

FARM

11201 BENTON STREET

LOMA LINDA, CA 92357

100% CONSTRUCTION

DOCUMENTS

c|a ARCHITECTS expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner,nor are they to be assigned to any third party without first obtaining the written consent of c|a ARCHITECTS, Inc. COPYRIGHT ©

3633 LONG BEACH BLVD., SUITE 200

T 562.595.5666 | F 562.595.5577

LONG BEACH, CA 90807

www.c-a ARCHITECTS.com

C|A #1474.01

D R

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SITE PLAN

DS NH08/30/2021

N H

1" = 60'-0" 1SITE PLAN

N

Revisions: Date:

65% DESIGN DEVELOPMENT 07.01.2021

35% SCHEMATIC DESIGN 02.26.2021

A. EXISTING ITEMS SCHEDULED TO REMAIN SHALL

BE PROTECTED IN PLACE AND MAINTAINED BY

THE CONTRACTOR. DAMAGE TO EXISTING

EQUIPMENT, STRUCTURES, SYSTEMS AND

SERVICES ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND SHALL BE RESTORED OR

REPLACED TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE AT THE

CONTRACTOR'S EXPENSE.

B. ITEMS SCHEDULED TO BE DEMOLISHED SHALL

BE DISPOSED OF BY THE CONTRACTOR OFF SITE.

C. ITEMS SCHEDULED TO BE REMOVED SHALL BE

STORED FOR REUSE OR RETURNED TO THE

OWNER'S REPRESENTATIVE AS DIRECTED.

D. ITEMS SCHEDULED FOR

REINSTALLATION/RELOCATION SHALL BE

CLEANED, REATTACHED, RECONNECTED AND

RETURNED TO THEIR FULLY FUNCTIONING

CONDITION.

E. UTILITIES PREVIOUSLY SERVING DEMOLISHED

ITEMS SHALL BE CAPPED BEHIND ADJACENT

FINISHED SURFACES UNLESS OTHERWISE

DIRECTED IN THE CONTRACT DOCUMENTS. SEE

MECHANICAL AND ELECTRICAL.

F. DAMAGED OR PREVIOUSLY UNFINISHED

SURFACES SHALL BE RESTORED, PATCHED OR

FINISHED TO MATCH ADJACENT FINISHED

SURFACES.

G. SAW CUTTING AND/OR CORE DRILLING SHALL BE

USED IN LIEU OF JACK HAMMERING IN ORDER TO

MINIMIZE DISRUPTION TO FACILITY SERVICES

AND PERSONNEL.

H. THE DEMOLITION PLAN AND NOTES ARE

PRESENTED AS GENERAL INFORMATION ONLY

AND ARE NOT INTENDED TO REPRESENT A

COMPREHENSIVE ACCOUNTING OF ALL

CONDITIONS PRESENT AT THE PROJECT SITE.

THE CONTRACTOR IS RESPONSIBLE FOR

PREPARING THE SITE AS REQUIRED TO

COMPLETE THE CONSTRUCTION OF THE

FINISHED PROJECT AS DESIGNED AND DETAILED

IN THE CONTRACT DOCUMENTS.

GENERAL

DEMOLITION NOTES

2.1

2.32.3

2.32.3

2.10

V.I.F.

70' - 6 5/8" V

.I .F

/2

' - 4

22' - 8"

2.302.30

2.8

2.3

2.3

2.19

2.16

2.18

2.16

2.31

2.32

2.32

2.302.30

2.31

2.31

2.3

2.31

0"

2' - 11"

2.34

2.38 2.31

2.43

2.332.33

2.332.33

NON RATED WALL

2 HOUR RATED WALL

OCCUPATION SEPARATION WALL

CONCRETE WALL

CMU WALL

1i WALL TAG. SEE AE500

WALL TO REMAIN

WALL TO BE DEMOLISHED

NOT IN SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605 -19 - 400

EMERGENY GENERATOR

FARM

11201 BENTON STREET

LOMA LINDA, CA 92357

100% CONSTRUCTION

DOCUMENTS

c|a ARCHITECTS expressly reserves its common law copyright and other property rights in these plans. These plans are not to be reproduced, changed or copied in any form or manner,nor are they to be assigned to any third party without first obtaining the written consent of c|a ARCHITECTS, Inc. COPYRIGHT ©

3633 LONG BEACH BLVD., SUITE 200

T 562.595.5666 | F 562.595.5577

LONG BEACH, CA 90807

www.c-a ARCHITECTS.com

C|A #1474.01

D R

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AD110

OUTDOOR FUEL CELL YARD

DEMOLITION PLAN

DS NH08/30/2021

N H

KEYNOTES

2.1 DEMOLISHEXISTING TRANSFORMER AND PAD.

2.3 DEMOLISH EXISTING EQUIPMENT AND LINES. SEE

PLUMBING AND ELECTRICAL DRAWINGS.

2.8 DEMOLISH EXISTING GUARDRAIL.

2.10 DEMOLISH EXISTING BOLLARDS.

2.16 EXISTING SIGNAGE TO BE RELOCATED.

2.18 EXISTING TELE. VAULT TO BE RELOCATED.

2.19 EXISTING ELEC. VAULT TO BE RELOCATED. SEE

ELECTRICAL DRAWINGS.

2.30 DEMOLISH EXISTING 4" CONCETE SLAB ON GRADE

IN PREPARATION FOR NEW GENERATORS AND

ASSOCIATED EQUIPMENT AND CONDUITS.

2.31 EXISTING CMU BLOCK WALL TO REMAIN. PROTECT

IN PLACE.

2.32 DEMOLISH EXISTING METAL GATES/DOORS.

2.33 SEE CIVIL DRAWINGS FOR SCOPE IN THIS AREA.

2.34 AFTER DEMOLITION OF EXISTING EQUIPMENT AND

DOORS FILL ALL HOLES IN EXISTING CMU WALL

WITH NON-SHRINK GROUT.

2.38 SAWCUT/GRIND EXISTING SPLITFACE EDGE FOR

ATTACHMENT OF NEW WALL. SEE FLOOR PLAN.

CONTRACTOR TO MATCH EXISTING MODULE SIZE.

2.43 DEMOLISH EXISTING WALL MOUNTED LADDER.

1/8" = 1'-0" 1GENERATOR YARD DEMOLITION PLAN

WALL LEGEND

N

Revisions: Date:

65% DESIGN DEVELOPMENT 07.01.2021

35% SCHEMATIC DESIGN 02.26.2021

NON RATED WALL

2 HOUR RATED WALL

OCCUPATION SEPARATION WALL

CONCRETE WALL

CMU WALL

1i WALL TAG. SEE AE500

WALL TO REMAIN

WALL TO BE DEMOLISHED

NOT IN SCOPE

A. EXISTING ITEMS SCHEDULED TO REMAIN SHALL

BE PROTECTED IN PLACE AND MAINTAINED BY

THE CONTRACTOR. DAMAGE TO EXISTING

EQUIPMENT, STRUCTURES, SYSTEMS AND

SERVICES ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND SHALL BE RESTORED OR

REPLACED TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE AT THE

CONTRACTOR'S EXPENSE.

B. ITEMS SCHEDULED TO BE DEMOLISHED SHALL

BE DISPOSED OF BY THE CONTRACTOR OFF SITE.

C. ITEMS SCHEDULED TO BE REMOVED SHALL BE

STORED FOR REUSE OR RETURNED TO THE

OWNER'S REPRESENTATIVE AS DIRECTED.

D. ITEMS SCHEDULED FOR

REINSTALLATION/RELOCATION SHALL BE

CLEANED, REATTACHED, RECONNECTED AND

RETURNED TO THEIR FULLY FUNCTIONING

CONDITION.

E. UTILITIES PREVIOUSLY SERVING DEMOLISHED

ITEMS SHALL BE CAPPED BEHIND ADJACENT

FINISHED SURFACES UNLESS OTHERWISE

DIRECTED IN THE CONTRACT DOCUMENTS. SEE

MECHANICAL AND ELECTRICAL.

F. DAMAGED OR PREVIOUSLY UNFINISHED

SURFACES SHALL BE RESTORED, PATCHED OR

FINISHED TO MATCH ADJACENT FINISHED

SURFACES.

G. SAW CUTTING AND/OR CORE DRILLING SHALL BE

USED IN LIEU OF JACK HAMMERING IN ORDER TO

MINIMIZE DISRUPTION TO FACILITY SERVICES

AND PERSONNEL.

H. THE DEMOLITION PLAN AND NOTES ARE

PRESENTED AS GENERAL…