Engineering Plans.pdf

PDF 9 MB Posted Feb 9, 2021

Attached to: W023--USP 797/800 Mobile Pharmaceutical Trailer
Solicitation number: 36C26221Q0246
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 22

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DEPARTMENT OF VETERANS AFFAIRS

VA Long Beach Healthcare System

5901 E. 7th Street, Long Beach, 90822 VA Project No. 600-19-117 | Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

PROVIDE PROVISIONS FOR UTILITY PEDESTAL FOR POTABLE WATER,

ELECTRICAL POWER, DATA SERVICES, WASTE CONNECTION AND A

SECURED FENCED ENCLOSURE (TO MATCH FACILITY STANDARDS) FOR THE

INSTALLATION OF A TEMPORARY PHARMACY STERILE COMPOUNDING

TRAILER.

PROJECT DESCRIPTION

PROJECT TEAM

FACILITY:

Department of Veterans Affairs VA Long Beach Healthcare System Engineering Services 5901 E. 7th Street Long Beach, CA 90822

Contact: Khoa Dang P: 562.826.8000 E: Khoa.Do1@va.gov

ARCHITECT

MA|Architects, Inc.

385 Van Ness Ave., Suite 110 Torrance, CA 90501

Contact: Steven A. McCaslin P: 650.485.9012 E: s.mccaslin@ma-architects.net

SHEET INDEX

ARCHITECTURAL

AS-100 SITE PLAN (REFERENCE ONLY)

AS-101 ENLARGED PLAN - AREA OF WORK

AD-100 ENLARGED DEMOLITION PLAN

AS-200 ENLARGED RENOVATION PLAN

AS-201 ENLARGED BLD. 164 PLANS

AE-901 SITE & PAVEMENT DETAILS

AE-902 SITE & FENCE DETAILS

GENERAL

GI-000 COVER SHEET

GI-001 GENERAL NOTES & ABBREVIATIONS

ELECTRICAL

E001 GENERAL NOTES & SYMBOLS

E100 ROOF ELECTRICAL PLAN

E200 SITE ELECTRICAL PLAN

E300 ELECTRICAL DETAILS

PLUMBING

P-0.1 PLUMBING LEGEND, SCHEDULES, DETAILS AND NOTES

P-1.0 PLUMBING SITE PLAN

UTILITY

AS-202 UTILITY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938 CHIEF OF PROJECTS CHIEF ENGINEER

DATE

PROJECT DIRECTOR

ASSOC. DIR, PCS/NE, OFFICE OF THE DIRECTOR

ASSOC. DIRECTOR ADMIN SERVICES

CHIEF OF PATIENT CARE, MED & INPATIENT

PROJECT ENGINEER

DATE

CHIEF OF STAFF

CHIEF OF WATER SAFETY COMMITTEE

CHIEF OF SAFETY

CHIEF, MAINTENANCE AND OPERATION

CHIEF OF EMS

DATE

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

GI-000

COVER SHEET

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

PLUMBING ENGINEER

MEP Energy Solutions Group, Inc.

79705 Star Flower Trail La Quinta, CA 92253

Contact: Ryan Galaz, PE, LEED AP P: 714.975.3501 E: RGalaz@mepesg.com

ELECTRICAL ENGINEER

Tanner Engineering 5250 Jackson Dr., Suite #200 La Mesa, CA 91942

Contact: Rocky Tanner P: 619.797.3943 E: rocky@tannerengineering.com

PROJECT

SITE

VICINTIY MAP

Rev. Date Description

01.16.2020 35% Schematic Design

02.27.2020 95% Design Development

03.20.20 100% Construction Documents

S_O'Brien Ellipse

ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ACP

ACOUSTICAL CEILING PANEL

AREA DRAIN

ADDL ADDITIONAL

ADH

ADDITIONAL

ADHESIVE

ADJ

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

AFS

ABOVE FINISH GRADE

AGGR

ABOVE FINISH SLAB

ALUM

AGGREGATE

ALT

ALUMINUM

ANOD

ALTERNATE

APPROX

ANODIZED

ARCH

APPROXIMATE(LY)

ACS PNL ACCESS PANEL

ARCHITECT(URAL)

ASPH ASPHALT

AVG AVERAGE

BULLETIN BOARD

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BOT

BENCHMARK

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

CAB

CABINET

CB CATCH BASIN

CCT

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM

CER

CEMENT, CEMENTITIOUS

CERAMIC

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CORR

CPT

CSK

CSP

CSWK

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

CUBIC

COLD WATER

DEPTH

DBL DOUBLE

DBL ACT DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIM PT DIMENSION POINT

DISP DISPENSER

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAPERY TRACK

DWG DRAWING

DWGS DRAWINGS

(E)

EXISTING

EA EACH

EDR EQUIPMENT DRAWING

EG EDGE GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXC EXCAVATED

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FURN FURNITURE

FXTR FIXTURE

GAS

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

INSIDE DIAMETER

JAN

JANITOR

KILOGRAM

LENGTH, LONG

METERS

(N)

NEW

QUARRY TILE

RISER

S SOUTH

TREAD

WEST

XFMR

TRANSFORMER

YARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCAND INCANDESCENT

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INTR INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAM LAMINATE, LAMINATION

LAV LAVATORY

LB POUND

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LG LENGTH

LIN LINEAR

LL LEAD LINED

LPT LOW POINT

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER

MACH MACHINE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MM MILLIMETERS

MO MASONRY OPENING

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MVBL MOVABLE

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOICE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PORT PORTABLE

PP PUSH PLATE

PPM PARTS PER MILLION

PR PAIR

PRCST PRECAST

PREP PREPARATION

PREFAB PREFABRICATION

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PTS PNEUMATIC TUBE STATION

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAIN WATER LEADER

SAF

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SHWR SHOWER

SHV SHELVES, SHELVING

SIM SIMILAR

SK SINK

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS SANITARY SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING STEEL

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SVCE SERVICE

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CONCRETE, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

UNDER COUNTER

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

W/ WITH

W/O WITHOUT

WC WATER CLOSET OR WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WCHR WHEELCHAIR

WM WIRE MESH

WO WHERE OCCURS

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WTRPRF WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

CCR CARD CONTROL READER

BUR BUILT UP ROOFING SYSTEM

CT CERAMIC TILE

F/F FACE TO FACE

FA FIRE ALARM

FAS FIRE ALARM STATION

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FHY FIRE HYDRANT

FLAM FLAMMABLE

FLASH FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FSB FOLDING SHOWER BENCH

FSTNR FASTENER

FT FOOT, FEET

ON CENTER

PA PUBLIC ADDRESS

OA OVERALL

OD OUTSIDE DIAMETER

OFCI

OFOI

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE

PART PARTIAL

PBD PARTICLEBOARD

PBX

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PL PLATE

PLAM PLASTIC LAMINIATE

PRIVATE TELEPHONE EXCHANGE

OWNER FURNISHED-CONTRACTOR INSTALLED

OWNER FURNISHED-OWNER INSTALLED

VAC

VACUUM

VB VALVE BOX

VCT VINYL COMPOSITION TYLE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC VINYL WALL COVERING

ABBREVIATIONS SYMBOLS

ANGLE

@ AT

C CENTER LINEL

Ø DIAMETER

= EQUAL

> GREATER THAN

< LESS THAN

± PLUS OR MINUS (TOLERANCE)

# POUND(S)

' FOOT OR FEET

" INCH OR INCHES

FOF FACE OF FINISH

OH OPPOSITE HAND

HSS HOLLOW STRUCTURAL STEEL

SA SUPPLY AIR

SYMBOLS LEGENDS

SHEET

NORTH IDENTIFIER

ELEVATION

IDENTIFIER

KEY NOTE TAG

GRID LINES

CALL-OUT

IDENTIFIER

? PHOTOGRAPH

LOCATIONS

+? CEILING TAG

? WALL TYPE TAG

Sheet # Ref # On Sheet

APPLICABLE STANDARDS:

VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.va.gov/til/).

2018 International Building Code (IBC) (Only when specifically referenced in VA Design Documents, see notes below)

2018 NFPA 101 Life Safety Code (see notes below)

NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

Occupational, Safety and Health Administration (OSHA) Standards

2016 VA Seismic Design Requirements, H-18-8

2014 National Electrical Code (NEC)

International Plumbing Code (IPC)

2016 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

2017 ASME Boiler and Pressure Vessel Code

ASME Code for Pressure Piping

Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13)

Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318)

Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, American Institute of Steel Construction (AISC)

Energy policy Act of 2005 (EPAct)

DOE Interim Final Rule: Energy Conservation Standards for New Federal, Commercial and Multi-Family High-Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CFR Parts 433, 434 and 435.

Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding

(MOU)

Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management.

The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01010 of the VA Master Construction Specification.

Ventilation for Acceptable Indoor Air Quality – ASHRAE Standard 62.1- 2016.

Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2016.

UNLESS OTHERWISE SPECIFIED, SPECIFIC REFERENCES TO CODES, REGULATIONS,

STANDARDS, MANUFACTURERS' INSTRUCTIONS, OR REQUIREMENTS OF REGULATORY

AGENCIES, SHALL MEAN THE LATEST EDITION OF EACH IN EFFECT AT THE DATE OF PROJECT

SUBMISSION (U.N.O.)

GENERAL NOTES:

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS LISTED BY

THE "INDEX OF DRAWINGS".

2. FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS APPLICABLE ONLY TO THE

DRAWINGS OF ONE DISCIPLINE, REFER TO THE DRAWINGS OF THAT DISCIPLINE - SEE

"INDEX OF DRAWINGS".

3. APPLICABLE PORTIONS OF THE CODES, REGULATIONS, AND STANDARDS LISTED HERE ARE

INCORPORATED BY REFERENCE INTO THE REQUIREMENTS OF THIS CONTRACT AND

ESTABLISH MINIMUM REQUIREMENTS WITH WHICH THE WORK MUST COMPLY.

THIS PROJECT AND ALL PARTS OF THE WORK ASSOCIATED WITH THE PROJECT -

INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - SHALL COMPLY WITH ALL

APPLICABLE GOVERNING RULES, CODES, REGULATIONS, ORDINANCES, AND LAWS OF ALL

FEDERAL, STATE, DISTRICT, TERRITORIAL, AND LOCAL GOVERNMENT AUTHORITIES HAVING

JURISDICTION OVER THE DESIGN, CONSTRUCTION, AND OCCUPANCY OF THE PROJECT,

WHETHER LISTED BY THE CONTRACT DOCUMENTS OR NOT. NO PART OF THE CONTRACT

DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO AN

APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE, OR LAW.

NO PART OF THE CONTRACT DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT

WORK CONTRARY TO AN APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE,

OR LAW.

4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT

ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

5. SCHEDULE CONSTRUCTION WORK HOURS TO ACCOMMODATE THE OPERATION OF THE

FACILITY.

6. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH,

WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE

SET OF DRAWINGS, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE "INDEX

OF DRAWINGS". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE.

THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY

THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURE

INSTALLATION REQUIREMENTS. SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH

OTHER, BIDS SHALL BE BASED ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND

QUANTITY OF WORK INDICATED. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

7. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND

ELEVATIONS ILLUSTRATE THE DESIGN INTENT. THE ARCHITECTURAL DRAWINGS

ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND LOCATION OF MANY, BUT

NOT ALL, EXPOSED ELEMENTS OF THE WORK. THE STRUCTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE

SUPPLEMENTARY TO ARCHITECTURAL WORKING DRAWINGS. THE WORK DESCRIBED BY

THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON

DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURER INSTALLATION REQUIREMENTS.

SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH OTHER, BIDS SHALL BE BASED

ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND QUANTITY OF WORK INDICATED.

ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

8. THE SPECIFICATIONS ARE INTENDED TO COMMUNICATE THE DETAILED PROPERTIES AND

QUALITY OF THE INDIVIDUAL MATERIALS, ASSEMBLIES, AND SYSTEMS THAT COMPRISE THE

WORK; THE FUNCTIONAL AND PERFORMANCE REQUIREMENTS FOR THE INDIVIDUAL PARTS

OF THE WORK; AND THE FABRICATION AND INSTALLATION REQUIREMENTS FOR INDIVIDUAL

PARTS OF THE WORK - THE SPECIFICATIONS TAKE PRECEDENCE OVER THE DRAWINGS

WITH RESPECT TO INFORMATION OF THIS NATURE.

9. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

• ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT

OR ASSEMBLY WHILE THE SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE

MANUFACTURES AND/OR PRODUCTS, WHEN THIS OCCURS, THE PRODUCT OR

ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR

ASSEMBLY.

• THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS

OF SPECIFIED PRODUCTS AND ASSEMBLIES OTHER THAN THE "BASIS OF DESIGN"

MAY VARY FROM THAT SHOWN BY THE DRAWINGS.

• THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN

LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY

GOVERNMENT’S REPRESENTATIVE. HOWEVER, THE CONTRACTOR IS RESPONSIBLE

(AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT) FOR ALL COORDINATION AND

REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME

FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF

DESIGN" SHOWN BY THE CONTRACT DOCUMENTS.

10. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR

EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS

BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IT IS NOT INTENDED

THAT THE CONTRACT DOCUMENTS INCLUDE EACH & EVERY SUB-SYSTEM AND/OR SUB-

COMPONENT NECESSARY TO FULLY AND PROPERLY COMPLETE THE WORK. SUB-SYSTEMS,

SUB-COMPONENTS OR DETAILS REQUIRED OR NORMALLY INCLUDED AS TRADE PRACTICE

MAY NOT BE SPECIFICALLY MENTIONED NOR SHOWN.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE

ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.

11. THE ARCHITECT / ENGINEERS SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT

BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON

PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF

ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH ALL REQUIREMENTS OF THE

CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT

ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE

REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK

OF THAT PARTY.

CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING OR PATCHING THAT

MAY BE REQUIRED TO COMPLETE WORK OR TO MAKE ITS SEVERAL PARTS FIT TOGETHER.

13. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CUTTING, FITTING OR PATCHING THAT MAY BE REQUIRED TO COMPLETE WORK OR TO

MAKE ITS SEVERAL PARTS FIT TOGETHER. THE GENERAL CONTRACTOR IS RESPONSIBLE

TO REVIEW AND COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND

SUPPLIERS WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

14. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A

CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE

CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO

COORDINATE WITH ALL "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY

GOVERNMENT, WHICH ARE UNDER SEPARATE CONTRACT WITH THE GOVERNMENT.

15. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE

REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE GOVERNMENT AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S

EXPENSE. THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE

GOVERNMENT AS DEFECTIVE OR AS FAILING TO CONFORM TO THE CONTRACT

DOCUMENTS WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND

WHETHER OR NOT FABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL

BEAR ALL COSTS OF CORRECTING SUCH REJECTED WORK, NOT TO BE REIMBURSED.

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

GI-001

GENERAL NOTES & ABBREVIATIONS

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

ABBREVIATIONS

Rev. Date Description

01.16.2020 35% Schematic Design

02.27.2020 95% Design Development

03.18.20 100% Construction Documents

PROJECT GENERAL NOTES APPLICABLE STANDARDS

03/20/2020

Exp. 12.31.2021

S S SSSS

MH MH

SSS

P P

S S

MHP

PMH

S S S S S

S MH

MH MH

P P

S SS

P P P P

MHMH

S S

S S S S

PPP

S S

P P

HVHV

S S

P P

MHMH

S S

S V

P P P

PPP

MH MH

MHMH

S S

S S S S S S S S S

SSSSSSSSSSSS

SSSSSSSS

P P P P P P P P P P P P P P P

S S S S S SS

SSSSSSSSSSSSSS

S S S S S S S S S

P P

PPP

P P

P P P

P P

P P P P P P

S S

PPPPPPPP

P P P P P P P P

P P

PPP

P P

S S

SSSSSSS

S S S S S S S

S S

S S S S S S S

S S

S S S

S S

P P

P P P

P P

S S

SSSSSSSSSSSSS

S S

P P S

S S

S S SS

S S

P P

M H

M H M H

M H

M H M H

M H

M H M H

M H

M HM H

M H

H 31

H30A

H30

H28

H27

H26

H29A

H25

H25AH29

H19

H18

H19A

H14

H20A

H20

H22

H21

H24

H33

H33A

H35

H37

H23

H9 H10

H11 H13 H16

H15

H17

H34

H12

CHILLER RM

S-17 94 GPM

A-125

116GPM

A-104

175 GPM

175 TON CHILLER

263 GPM

2-1/2" CHS&R

TO S-14 48 GPM

RM . B #A109

RM . B # 44

RM . # A-15

FOR B-122

& B-128

FOR B-126

RM # 31

UTI L

EPB

EPB EPB

UBOX

AT POWER

UTIL

P O

W E

V A U LT E

VAULT

V A

U L

VAULT

EMPTY COMM VAULT

B E

P B

V A

U L T

V A

U L T

E P

C A

E T

EPB

U T I L

BUILDING 167T MAIN SWITCHBOARD

12KV PAD

BUILDING 150

BUILDING 138 GENERATOR

BUILDING 133 GENERATOR

BUILDING 128 GENERATOR

BUILDING 126 GENERATOR

BUILDING 5A GENERATOR

BUILDING 5 GENERATOR

12.47KV GENERATOR

SUBSTATION 165/166

SUBSTATION 150

SUBSTATION 138A, 138B

SUBSTATION 18

SUBSTATION 15

SUBSTATION 14

SUBSTATION 13A, 13B

SUBSTATION 12

SUBSTATION 9

SUBSTATION 7

SUBSTATION 6

SUBSTATION 5A. 5A2, 5A3

SUBSTATION 5

SUBSTATION 4

SUBSTATION 3

SUBSTATION 2

SUBSTATION 12A

SUBSTATION 1-1

SUBSTATION 164

SUBSTATION 126OP

SUBSTATION 161

BUILDINGS

SUBSTATION 1-2A

12KV MAIN SWITCHGEAR

BUILDING 125 GENERATOR

MOUNT SWITCH

1,2,7,8,1260P,161

GENERATOR

AT POWER PANEL

4"BRACKET

E P B

E B

O X

V A U LT

U B OXE P B

E V

L T

E V

L T

SLAB

V A

U L

SLPB

S L

P B

EMPTY ELECTRIC

PULL BOX BOX

ELECTRIC PULL

CUT LINES

UBOX

12KV POWER MANHOLE

dock dock

HCHCHCHCHC

STO

LOADING ZONELOADING ZONE

STOP

RESTRICTEDRESTRICTED

YIELD

STOP

YIE L

YIELD

N O

NO PARKING NO PARKING

P A R K

N O

P A R K

AUT HORIZ ED ACCESS ONLY

STOP

S T

N S

N O

S M O K

NO SMOKING

CWSH

NO SMOKING

N O

P A R K I N G

N O

P A R K

STO

NORTH ROAD

7TH STREET

C A

M P

U S

D R

C A

M P

U S

D R

STATE UNIVERSITY DRIVE

B E

L L F

L O

W E

R B

L V

B E

L L F

L O

W E

R B

L V

E R

O A

SAM JOHNSON RD

MAGNOLIA RD

C H

A N

N E

L D

PALM RD

P A

L M

R D

C A

R O

B R

ELM RD

C L

167T

5 5A

166G

166F

165D

165C

126OP

164B 164A

GRASS

SAND

VOLLEYBALL

COURT

VOLLEYBALL

SAND

UNDER

CONSTRUCTION

UNDER

CONSTRUCTION

RETENTION AREA

SERVICE ROAD

ATHLETIC FIELD

E A

S T

R O

A D

MEDICAL

CENTER

TOWER

E A

S T

R O

A D

PARKING

PARKING PARKING

PARKING PARKING PARKING

PARKING

X X

X X X X X X

X X

77.90

31.08121

44.58

42.32

76.97

77.94

76.95

75.16

79.05

66.72

33.32

47.44

42.34

67.94

PIPE

NPNP

N P

TANK

S T A

STAIR

ASPH

ASPH ASPH

ASPH

WALL

W A L L

RAMP

CONC

C O N C

CONC

ramp

AS-101

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

AS-100

SITE PLAN (REFERENCE ONLY)

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

1" = 100'-0"

Reference Site Plan

Rev. Date Description

01.16.2020 35% Schematic Design

03.18.20 100% Construction Documents

M H

SSSSS

SSSSSSSS

6"SS

INVERT DEPTH AT 19'1"

FRO

P O

F RIM

DEEP TO

CATE

SEW

ER M

INVERT DEPTH AT 17'-3"

FRO

P O

F RIM

8"SS

10"W

" W

4"W

10"W

SUBSTATIO

N 164

4'11"

2'ELECTRIC BRACKET

STO

DRAIN M

INVERT DEPTH AT 3'5"

FRO

P O

F RIM

CANNO

T O

PEN

6"SD

12"SD

6"S D

12"SD

3'-5"

180A 179A

114A

195189

182A

178175

157155154

153152

151150149148

120A

DECONTAMINATION RM

SPR

KLER

C O N

L TEC

H R

ELEC CLOS

ALCOVE

WAREHOUSE

CORRIDOR

ALCOVE

PORT X-RAY

HALLWAY

H A

L L W

A Y

H A

L L W

A Y

PUBLIC TOILET

AOD OFFICE

W A

G R

STAFF TOILET

ON-CALL/MED DIR

HAC

STAFF LOUNGE

ELEC

EQUIPMENT STORAGE

ANTE RM

ISOLATION RMMAIN

TELECOM

CLEAN

UTILITY

O B

S E

R V

A T

R M

S O

EXAM

H A

L L W

A Y

RECEPTION

NURSE MGR OFFICE

SUPPLY

STORAGE

RADIOLOGY

LIFE SUPPORTNURSES STATION

M E

A T

OFFICE AREA

POC

POLICEVITAL SIGNS

SECURE EXAM

1PATIENT TOILETPATIENT TOILET

EXAM RM 2EXAM 3EXAM 4EXAM 5

INVEST DRUGS

C O

R R

WAITING

FIXED SEATING

TELE

COMM

OBSTETRICS EXAM 10

EXAM 9

EXAM 8

EXAM 7

EXAM 6

CONSULTATION

BILLING

H A

L L W

A Y

S T

A F

T O

S T

A F

T O

ELEC

DISPENSING

PHARMACY

CONSULTATION

BREAK RM

IV RM

LOCKERS

VESTIBULE

VAULT

CONFERENCE

STAIR-2

PHARMACY

CONSULTATION

PUBLIC TOILET

AD PPC

OFFICE

PHARMACY CENTRAL

HALLWAY

WAITING

AD-100

AREA OF WORK

8 (E) HANDICAP STALLS

(E) WATER

ENCLOSURE

(E) TRANSFORMER

(E) IRRIGATION

SYSTEM CONTROL

0 CURB6" CURB

NO PARKING

(E) ER DEP. PATIENT STALLS

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

AS-101

ENLARGED PLAN - AREA OF WORK

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

1/8" = 1'-0"

Enlarged Site Plan - Area of Work

Rev. Date Description

01.16.2020 35% Schematic Design

03.18.20 100% Construction Documents

SSSSSS

VESTIBULE

CONFERENCE

OFFICE

PARTITION LEGEND:

NOTE:

-ALL WORK TO COMPLY w/ 2015 IBC

-CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK.

-DIMENSIONS: WALL DIMENSIONS ARE FACE OF FINISHED FACE TO FINISHED FACE UNLESS

NOTED OTHERWISE. WINDOW / DOOR DIMENSIONS ARE TO CENTER LINE OF WINDOW / DOOR.

-ALL MTL. STUDS ARE 4" U.N.O. (MATCH FRAMING OF CURRENT CONDITIONS AS APPLICABLE)

-WHERE DIMENSION IS PRECEEDED BY A (±) SYMBOL, THIS REPRESENTS/ALLOWS A "FLOAT" IN

LAYING OUT THE WORK. CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING, PRIOR TO

FRAMING, IF DIMENSION EXCEED ±2" FOR DIRECTION ON HOW TO PROCEED.

NEW 1-HOUR RATED FIRE PARTITION

NEW ACOUSTICAL / NON-RATED PARTITION

(E) 1-HOUR RATED FIRE PARTITION

(E) ACOUSTICAL / NON-RATED PARTITION

(E) PARTITION TO BE DEMOLISHED

(E) 2-HOUR RATED FIRE BARRIER

NEW 2-HOUR RATED FIRE BARRIER

Edison

Sewer

NO PARKING

102102102102102102102 102102

101101101101101101

81’−0"

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

AD-100

ENLARGED DEMOLITION PLAN

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

Key Notes

101 (E) PLANTER TO BE REMOVED & RELOCATED BY THE VA.

102 REMOVE (E) WHEELSTOPS AS INDICATED.

103 REMOVE (E) TRUNCATED DOME STRIP.

105 REMOVE (E) ASPHALT PAVING & SUB-BASE AS NEEDED FOR INSTALLATION OF

NEW WORK; VERIFY ANY EXISTING UTILITY CONFLICTS BY GROUND

PENETRATING RADAR PRIOR TO EXCAVATION FOR FOUNDATION WORK (TYPICAL

@ ALL LOCATIONS).

106 (E) UTILITY MANHOLE TO REMAIN (PROTECT IN PLACE DURING CONSTRUCTION

ACTIVITIES).

1/4" = 1'-0"

Site Demolition Plan

Rev. Date Description

01.16.2020 35% Schematic Design

03.18.20 100% Construction Documents

VESTIBULE

CONFERENCE

OFFICE

PARTITION LEGEND:

NOTE:

-ALL WORK TO COMPLY w/ 2015 IBC

-CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK.

-DIMENSIONS: WALL DIMENSIONS ARE FACE OF FINISHED FACE TO FINISHED FACE UNLESS

NOTED OTHERWISE. WINDOW / DOOR DIMENSIONS ARE TO CENTER LINE OF WINDOW / DOOR.

-ALL MTL. STUDS ARE 4" U.N.O. (MATCH FRAMING OF CURRENT CONDITIONS AS APPLICABLE)

-WHERE DIMENSION IS PRECEEDED BY A (±) SYMBOL, THIS REPRESENTS/ALLOWS A "FLOAT" IN

LAYING OUT THE WORK. CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING, PRIOR TO

FRAMING, IF DIMENSION EXCEED ±2" FOR DIRECTION ON HOW TO PROCEED.

NEW 1-HOUR RATED FIRE PARTITION

NEW ACOUSTICAL / NON-RATED PARTITION

(E) 1-HOUR RATED FIRE PARTITION

(E) ACOUSTICAL / NON-RATED PARTITION

(E) PARTITION TO BE DEMOLISHED

(E) 2-HOUR RATED FIRE BARRIER

NEW 2-HOUR RATED FIRE BARRIER

Edison

Sewer

NO PARKING

C L

E A

AE-902

" 3’−10"

AE-901

AE-902

T Y

A L

TYPICAL

96" O.C.

TYPICAL

60" O.C.

TYPICAL

36" O.C.

AE-902

AE-901

2’−0"

6’−0"

3’−7" 3’−0"

81’−0"

AS-201

6’−0"3’−10"

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

AS-200

ENLARGED RENOVATION PLAN

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

Key Notes

201 SELF-CONTAINED PHARMACY TRAILER TO BE PROVIDED AND INSTALLED BY

VA (NIC).

202 NEW 6" THICK 3,500PSI CONCRETE SLAB w/ #4 REBAR @ 18" O.C. EACH WAY o/ 2" SAND BED o/ 90% COMPACTED GRADE, FLUSH WITH REPAVED ASPHALT.

SLOPE TO MATCH EXISTING ADJACENT PAVING.

203 8'-O" HIGH PERIMETER SECURITY FENCE TO MATCH EXISTING & CURB TO

MATCH FACILITY STANDARDS.

204 NEW STAFF GATE WITH CARD READER TO MATCH FACILITY STANDARDS

(REFER TO DETAILS).

205 NEW ROLLING VEHICULAR GATE w/ LOCK TO MATCH FACILITY STANDARDS

(REFER TO DETAILS).

206 NEW 4" CONCRETE PAD/UTILITY PEDESTAL (POWER, DATA, WATER & SEWER).

207 ANTI-RAM RATED PIPE BOLLARD (REFER TO DETAILS).

208 PRE-MANUFACTURED ACCESSIBLE ALUMINUM RAMP & STAIR ASSEMBLY TO

BE INSTALLED BY VA (NIC).

209 PROVIDE BOX & CONDUIT FOR NEW SURFACE MOUNTED CARD READER

ACCESS DEVICE. REFER TO ELECTRICAL.

210 NEW WALL PACK SECURITY LIGHT TO MATCH EXISTING FACILITY STANDARDS

(REFER TO ELECTRICAL).

211 INSTALL NEW DIRECTION TRAFFIC SIGNAGE PER FACILITY STANDARDS (ONE

WAY).

212 RE-STRIPE NO PARKING / LOADING AREA PER FACILITY STANDARDS; 4" WIDE

BORDER W/ 4" WIDE HATCHED LINES @ 36" O.C.(REFER TO DETAILS).

213 EMBEDED STRAP TIE DOWNS (REFER TO DETAILS).

214 SURFACE MOUNTED FLEXIBLE POST TRAFFIC DELINEATOR SPACE 36" OC @

PERIMETER OF PAVEMENT MARKING. MATCH EXISTING VA CAMPUS

STANDARDS (BASIS OF DESIGN - SAFE-HIT: SH342SMA--WS).

215 NEW 4" CONCRETE EQUIPMENT PAD w/ TRANSFORMER.

217 NEW STAFF GATE TO MATCH FACILITY STANDARDS. INSTALL PANIC EXIT

DEVICE HARDWARE, GATE CAN ONLY BE OPENED FROM INSIDE ENCLOSURE.

1/4" = 1'-0"

Site Renovation Plan

Rev. Date Description

01.16.2020 35% Schematic Design

02.27.2020 95% Design Development

03.18.20 100% Construction Documents

OFFICE

HALL

OFFICE

CONFERENCE

235234

EXAM 5EXAM 3

EXAM 4

EXAM 4EXAM 3

EXAM 5

AE-901

PARTITION LEGEND:

NOTE:

-ALL WORK TO COMPLY w/ 2015 IBC

-CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK.

-DIMENSIONS: WALL DIMENSIONS ARE FACE OF FINISHED FACE TO FINISHED FACE UNLESS

NOTED OTHERWISE. WINDOW / DOOR DIMENSIONS ARE TO CENTER LINE OF WINDOW / DOOR.

-ALL MTL. STUDS ARE 4" U.N.O. (MATCH FRAMING OF CURRENT CONDITIONS AS APPLICABLE)

-WHERE DIMENSION IS PRECEEDED BY A (±) SYMBOL, THIS REPRESENTS/ALLOWS A "FLOAT" IN

LAYING OUT THE WORK. CONTRACTOR IS TO NOTIFY ARCHITECT IN WRITING, PRIOR TO

FRAMING, IF DIMENSION EXCEED ±2" FOR DIRECTION ON HOW TO PROCEED.

NEW 1-HOUR RATED FIRE PARTITION

NEW ACOUSTICAL / NON-RATED PARTITION

(E) 1-HOUR RATED FIRE PARTITION

(E) ACOUSTICAL / NON-RATED PARTITION

(E) PARTITION TO BE DEMOLISHED

(E) 2-HOUR RATED FIRE BARRIER

NEW 2-HOUR RATED FIRE BARRIER

216216

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

AS-201

ENLARGED BLD. 164 PLANS

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

Rev. Date Description

03.18.20 100% Construction Documents

1/4" = 1'-0"

1st Floor Enlarged Plan

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

MA Arch

AS-201

ENLARGED BLD. 164 PLANS

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

Rev. Date Description

03.18.20 100% Construction Documents

Key Notes

216 CONDUIT RUN INSIDE WALL CAVITY FROM ROOF TO FIRST FLOOR.

PENETRATE TO EXTERIOR AT BOTTOM OF THE BUILDING (REFER

TO DETAILS).

1/4" = 1'-0"

2nd Floor Enlarged Plan 1/4" = 1'-0"

3rd floor Enlarged Plan

2% SLOPE

(E) WALKWAY WHERE OCCURS

(N) COMPRESSIBLE FILLER

MATERIAL

ALIGN

#4 @ 18" O.C. EACH WAY

(E) ASPHALT

CONCRETE SLAB

6" HIGH CURB WHERE OCCURS

#4 @ 18" O.C. EACH WAY

NATURAL COLOR CONCRETE

W/ BROOM FINISH

CLASS II AGGREGATE BASE

COURSE 95% COMPACTION

UNDISTURBED OR

RECOMPACTED NATIVE SOILS

8" THICK CONCRETE

ASPHALT

COMPACTED SOIL

MIN.

(E) UTILITY ACCESS COVER

CONC. APRON

TOOL TO 1/4" RADIUS

EXPANSION CONTROL

3/8" COMPRESSIBLE

BITUMINOUS FELT

FILLER MATERIAL

1/4" RADIUS

TOOLED JOINT

AS SHOWN ON

PLAN

10’−0"

G R

A = 14 ft²

'U' SHAPED #4 REBAR

DOWEL @ 18" O.C.

E.W. w/ 3" MIN EMBED

EPOXY ANCHOR

(SIMPSON: SET XP; ICC

ESR #2508 or EQUAL)

(N) 6" THICK

CONCRETE SLAB

(N) 4" CONCRETE PAD

PATCH (4,000 psi MIN.) o/

(E) CONC. SLAB

6" MIN.

3" MIN.

EQUIP. PER SCHEDULE

w/ EXPANSION ANCHOR

PER STRUCTURAL

IN 6

ALUMINIUM POST CAP

OVER END OF PIPE

6" DIA. GALV. STEEL PIPE

FILLED WITH CONC.

SEALANT, BACKER ROD,

AND E.J. FILLER

LINE OF PAVING

PREPARED SUBGRADE

2 #5 X 1'-0" STL. REINF.

BARS THROUGH PIPE

CONC. FOOTING

3/4" (TYP.)

DIA.

1'-6"

1-5/8" UNISTRUT CHANNEL POST

BOLTED TO P2072ASQ-HG BASE.

ANCHOR BASE TO CONCRETE W/

(4) 1/2" X 4-1/2" KWIK BOLT 3 SS

304 (OR HOT-DIP GALVANIZED);

ICC ESR #2302 OR EQUAL.

E Q

NOTE: COORDINATE EXACT MOUNTING LOCATION & BACKING PLATE HEIGHTS w/ ARCH/MFR.

1-5/8" UNISTRUT HORIZONTAL

CHANNEL BOLTED TO VERTICAL

UNISTRUT CHANNELS

ELECTRICAL PANEL

SECTION ELEVATION

ANCHOR BOLTS

(N) 4" CONCRETE PAD PATCH

(4,000 psi MIN.) o/ (E) CONC. SLAB

HOSE BIB

YELLOW POST

3" x 9" HIGH INTENSITY

AMBER REFLECTIVE

STRIP

2-PART ADHESIVE

EPOXY @ (E)

SURFACE

10"

6" DIA.

SECTION A-A

A A

(N) CONCRETE SLAB

CASTING MALLEABLE IRON

1/2" Ø ROD

3/4" Ø ROD

(N) CONCRETE SLAB

2’−0"

R 3"

(N) CONCRETE SLAB

2’−0"

4" TO 5"

TROWELED DEPRESSION

3/4" Ø ROD

4" TO 5"

BACKER ROD AND SEALANT

PER SCHEDULE

PARTITION

(E) EXTERIOR RATED

SHEATHING o/ STRUCTURAL

FRAMING

(E) EXTERIOR METAL PANEL

CLADDING SYSTEM PER

SCHEDULE

SEALANT

PENETRATING ITEM

(STEEL, FERROUS or COPPER PIPES, TUBES or

CONDUITY,E TC.)

SOLID BACKING

SLEEVE w/ FLANGE SEALED

AND FIXED TO CLADDING

OUTER FLASHING FLANGE -

LEAVE GAP FOR SEALANT

JOINT

THERMAL INSULATION

BOARD

TPO MEMBRANE

TPO PLATES AND SCREWS

STAINLESS STEEL

CLAMP

P E

R S

C H

E D

U L E

R O

O F

D E

C K

HEAT WELDED LAP

TPA ONE PIECE BOOT

1" ELECTRICAL CONDUIT

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

Ma Arch

AE-901

SITE & PAVEMENT DETAILS

600-19-117

SMc

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

03.20.2020

100% Construction Documents

N/A

1 1/2" = 1'-0"

TYP. WALKWAY OR PAD

1 1/2" = 1'-0"

TYP. CONCRETE PAVING

1" = 1'-0"

UTILITY ACCESS BLOCK OUT

1 1/2" = 1'-0"

TYP. CONCRETE JOINTS

1/2" = 1'-0"

PAVEMENT MARKING - ARROW

Rev. Date Description

01.16.2020 35% Schematic Design

02.27.2020 95% Design Development

03.18.20 100% Construction Documents

1 1/2" = 1'-0"

EQUIP. PAD DETAIL

1/2" = 1'-0"

PIPE BOLLARD

1" = 1'-0"

UTILITY EQUIPMENT MOUNT - UNISTRUT

1" = 1'-0"

FLEXIBLE POST DELINEATOR

1 1/2" = 1'-0"

TRAILER TIE-DOWN DETAIL - CAST IRON

1 1/2" = 1'-0"

TRAILER TIE-DOWN DETAIL - RECESSED RODS

3" = 1'-0"

EXTERIOR PENETRATION ASSEMBLY (MTL. CLADDING)

3" = 1'-0"

ROOF PENETRATION DETAIL

TYP.

7 1/2"

E.A SEGMENT

8’ − 0" MAX

FINISH GRADE

E.A. POST WELDED

TO BASE TUBE

BASE TUBE, HSS

4x4x1/2"

AE-902

TYP.

7 1/2"

FINISH GRADE

(2) HEAVY DUTY HINGES

(MIN. 6 ft APART) MIN. WT.

CAPACITY = 1,000 lb E.A.

REFER TO SITE PLAN

CARD READER PER

FACILITY STANDARDS

#4 @ 6" O.C. CLASS 'B' LAP

#4 @ 6" EA. WAY EA. FACE

NOTES:

1. ALL HSS IS A500-GR B (Fy=46 ksi)

2. NORMAL WEIGHT CONC. f'c = 4,000 psi MIN.

3. A615-60 DEFORMED REBAR. IF WELDING IS NEEDED, USE A706-60 DEFORMED BARS

7 1/2" TYP.

HSS 2 1/2 x 2 1/2 x 1/4

STEEL TUBE (TYP.)

DIAGONAL AIRCRAFT CABLE @

INSIDE TRAILER SIDE

F O

O T

D E

P T

1’−0"

1/4" THICK STEEL PLATE

TO CAP TUBE

PAINT FINISH OR

GALVANIZED

INSIDE

SECURED

AREA

OUTSIDE

SECURED

AREA

#4@6" EW W/ U BARS AT TOP

AND CROSS TIES ON EITHER

SIDE OF EMBEDED POSTS

BASE TUBE HSS 4x4x1/2

EXISTING FINISH ASPHALT

SIGNAGE

WHERE

OCCURS

TYP.

7 1/2"

AE-902

6 1/2"

FINISH GRADE

6" CONC. CURB

AIRCRAFT CABLE (BREAKING

CAPACITY - MIN. 6,000lb)

FINISH GRADE

E.A. POST WELDED

TO BASE TUBE

(E) PRECAST

CONCRETE BOX

MANHOLE COVER

HORIZONTAL SUPPORT TUBES

BASE TUBE, HSS 4x4x1/2"

CONCRETE FOOTING

1’−0"

O F

V A

S B

Y S

3"⌀ GALV. STEEL PIPE (CAP

END)

SIGNAGE PER SCHEDULE

(VERIFY SIZE)

1/4" EASED EDGE @ GRADE

CROWN

C L

2’−0"

GROUT TO LEVEL

5/8"⌀ x 3" LONG TITAN HD., GALVANIZED

3"⌀ GALV. STEEL PIPE (CAP END)

CONCRETE PAVING

ALT. BASE ANCHORAGE

Project Number

MA Architects, Inc.

20695 S. Western Ave. –Suite 204, Torrance, CA 90501 www.ma-architects.net

Building Number

Drawing Number

Project TitlePhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

Location:

Tibor Rubin Medical Center 5901 E. 7th Street, Long Beach, CA 90822

CAMPUS

AE-902

SITE & FENCE DETAILS 100% Construction Documents

MA ArchSMc03.20.2020

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

600-19-117

1/2" = 1'-0"

TYPICAL FENCE ELEVATION

1/2" = 1'-0"

TYP. GATE DETAIL - PEDESTRIAN

1 1/2" = 1'-0"

TYP. DETAIL @ VEHICLE GATE TRACK

1/2" = 1'-0"

TYPICAL FENCE SECTION

Rev. Date Description

01.16.2020 35% Schematic Design

02.27.2020 95% Design Development

03.18.20 100% Construction Documents

1/2" = 1'-0"

TYP. GATE DETAIL - VEHICULAR SLIDING

1/2" = 1'-0"

TYPICAL FENCE ELEVATION @ MANHOLE

3/4" = 1'-0"

TRAFFIC SIGNAGE

3" = 1'-0"

ONE WAY

dock dock

HCHCHCHCHC

STOP

LOADING ZONELOADING ZONE

STOP

RESTRICTEDRESTRICTED

YIELD

STOP

YIELDYIELD

N O

NO PARKING NO PARKING

P A R K

N O

P A R K

AUTHORIZED ACCESS ONLY

STOP

N S

N O

S M O K

NO SMOKING

CWSH

NO SMOKING

N O

P A R K

N O

P A R K

STOP

NORTH ROAD

7TH STREET

STATE UNIVERSITY DRIVE

BELLFLOW

ER BLVD

SAM JOHNSON RD

MAGNOLIA RD

L D

PALM RD

ELM RD

C L

167T

5 5A

166G

166F

165D

165C

126OP

164B 164A

160 148 15

GRASS

SAND

VOLLEYBALL

COURT

VOLLEYBALL

SAND

UNDER

CONSTRUCTION

UNDER

CONSTRUCTION

RETENTION AREA

SERVICE ROAD

ATHLETIC FIELD

MEDICAL

CENTER

TOWER

PARKING

PARKING PARKING

PARKING PARKING PARKING

PARKING

PARKINGPARKING

PARKING

X X

X X X X X X

X X

77.90

31.08121

44.58

42.32

76.97

77.94

76.95

75.16

79.05

66.72

33.32

47.44

42.34

67.94

PIPE

NPNP

TANK

S T A

STAIR

ASPH

ASPH ASPH

ASPH

WALL

W A

RAMP

CONC

C O N C

CONC

ramp

S S SSSSS

MH MH

SSS

P P

S S

MHP

P MH

S S S S S

S MH

MH MH

P P

S S

S SS

P P P P

MHMHP

S S

S S S S

PPP

S S

P P

HVHV

S S

P P

MHMH

S S

S V

P P P

PPP

MH MHMH

MHMH

P P

P P P P P P P P P P P P P P P

P P P

P P

PPP

P P

PPP

P P P P P P

P P P

PPPPPPPP

P P P P P P P P

P P

PPP

P P

P P P P

P P P

P P

H 31

H30A

H30

H28

H27

H26

H29A

H25

H25AH29

H19 H18

H19A

H14

H20A

H20

H22

H21

H24

H33

H33A

H35

H37

H23

H9 H10 H11 H13 H16

H15

H17

H34

H12

CHILLER RM

S-17 94 GPM

A-125

116GPM

A-104

175 GPM

175 TON CHILLER

263 GPM

2-1/2" CHS&R

TO S-14 48 GPM

RM . B #A109

RM . B # 44

RM . # A-15

FOR B-122

& B-128

FOR B-126

RM # 31

UTIL

EPB

EPB EPB

UBOX

AT POWER

UTIL

P O

W E

VAULT E

VAULT

V A

VAULT

EMPTY COMM VAULT

EEP

B EP

EPB

UTIL

BUILDING 167T MAIN SWITCHBOARD

12KV PAD

BUILDING 150

BUILDING 138 GENERATOR

BUILDING 133 GENERATOR

BUILDING 128 GENERATOR

BUILDING 126 GENERATOR

BUILDING 5A GENERATOR

BUILDING 5 GENERATOR

12.47KV GENERATOR

SUBSTATION 165/166

SUBSTATION 150

SUBSTATION 138A, 138B

SUBSTATION 18

SUBSTATION 15

SUBSTATION 14

SUBSTATION 13A, 13B

SUBSTATION 12

SUBSTATION 9

SUBSTATION 7

SUBSTATION 6

SUBSTATION 5A. 5A2, 5A3

SUBSTATION 5

SUBSTATION 4

SUBSTATION 3

SUBSTATION 2

SUBSTATION 12A

SUBSTATION 1-1

SUBSTATION 164

SUBSTATION 126OP

SUBSTATION 161

BUILDINGS

SUBSTATION 1-2A

12KV MAIN SWITCHGEAR

BUILDING 125 GENERATOR

MOUNT SWITCH

1,2,7,8,1260P,161

GENERATOR

AT POWER PANEL

4"BRACKET

EPB

VAULT

UBOXEPB

E V

SLAB

V A

SLPB

EMPTY ELECTRIC

PULL BOX BOX

ELECTRIC PULL

CUT LINES

UBOX

12KV POWER MANHOLE

MH MH

MHMH

GENERAL NOTES AND SYMBOLS

E001

FILE NAME: \\te-storage\AcadPlans\3371 VALBMC Pharmacy Trailer\00_CAD\3371_E001 GENERAL NOTES AND SYMBOLS.dwg USER: MARK MANJARRES PLOT DATE: 3/20/2020 12:44 PM

C:\Users\Sabreen\Dropbox (MA Architects, Inc.)\03-Projects\2019\1938 - VALBMC (Pharmacy Trailer)\03-Project Documents\_Backgrounds\_Consultant Issue\20200211_CAD Backgrounds\VALBMC(PharmacyTrailer)_Temp-valb-2312417.jpg

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

600-19-117

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

01.06.2020

100% Construction Documents

N/A

Rev. Date Description

#3371

3 OVERALL SITE PLAN

SCALE N/A

AREA OF WORK

A-1

DESCRIPTIONSYMBOL

AFF

C.O

U.N.O

TYP.

TEMP

EQ EQ

03.20.2020

AA A B C D E F G

2.8

3.1 3.2

E100 ROOF ELECTRICAL PLAN

E100

FILE NAME: \\te-storage\AcadPlans\3371 VALBMC Pharmacy Trailer\00_CAD\3371_E100 ROOF ELECTRICAL PLAN.dwg USER: MARK MANJARRES PLOT DATE: 3/20/2020 12:44 PM

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

600-19-117

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

01.06.2020

100% Construction Documents

N/A

Rev. Date Description

#3371

1 ROOF POWER PLAN

SCALE 1/8" - 1'

2 ENLARGED ELECTRICAL ROOM PLAN

SCALE 1/4" - 1'

Edison

Sewer

SITE ELECTRICAL PLAN

E200

FILE NAME: \\te-storage\AcadPlans\3371 VALBMC Pharmacy Trailer\00_CAD\3371_E200 SITE ELECTRICAL PLAN.dwg USER: MARK MANJARRES PLOT DATE: 3/20/2020 12:44 PM

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

600-19-117

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

01.06.2020

100% Construction Documents

N/A

Rev. Date Description

#3371

1600A, 277/480V, 3PH, 4W, 65kAIC

400AF

250AT

400AF

100AT

400AF

250AT

400AF

250AT

400AF

150AT

PARTIAL EXIST. UNIT SUBSTATION "BUILDING 164"

ALL FEEDERS SHALL BE IN ACCORDANCE WITH THE 2016 CEC

ELECTRICAL CONTRACTOR SHALL PROVIDE CORRECT SIZE/TYPE/VOLTAGE/QUANTITY OF

DUAL-ELEMENT, TIME-DELAY FUSE(S) SIZED PER EQUIPMENT MANUF. UNLESS OTHERWISE

SPECIFIED BY UNIT NAMEPLATE/MANUFACTURER DATA.

CONNECTION TYPELABEL VOLTS/Ø BRANCH CIRCUIT CONDUCTORS/ CONDUITFLA

COORDINATE EXACT LOCAITONS OF ALL EQUIPMENT PRIOR TO ROUGH-IN.

PANEL CIRCUIT

(4)#350 Cu., (1)#3 Cu. E.G.C. -

2.5"C. (XHHW-2)208V/3Ø

(1-3-5)

200A

PHARMACY

TRAILER CONNECT.

HEAVY DUTY 200AMP 240V

3P/F NEMA 3R

DISCONNECT SWITCHPED-1

1 PARTIAL SINGLE LINE DIAGRAM

SCALE NTS

2 PROPOSED SITE POWER PLAN

SCALE 1/8" - 1'

3 ENLARGED PEDESTAL PAD PLAN

SCALE 1/2" - 1'

J JJ

ELECTRICAL DETAILS

E300

FILE NAME: \\te-storage\AcadPlans\3371 VALBMC Pharmacy Trailer\00_CAD\3371_E300 ELECTRICAL DETAILS.dwg USER: MARK MANJARRES PLOT DATE: 3/20/2020 12:45 PM

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors U.S. Department of Veterans AffairsProject Number 1938

Pharmacy Sterile Compounding Trailer Site Preparation - Bldg 164

600-19-117

VA Long Beach Healthcare System 5901 E. 7th Street, Long Beach, CA 90822

01.06.2020

100% Construction Documents

N/A

Rev. Date Description

#3371

PLUMBING LEGENDPLUMBING GENERAL NOTES

STA T E O F CA L I FORN I A

G I

ED PRO F ES S I ONA L ENG I NEER

A N

No. M35663SA

A P HA T C HA RA K I TTI

Exp. 09-30-21

Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

U.S. Department of Veterans Affairs

Project Number 1938

Pharmacy Sterile

Compounding Trailer Site

Preparation - Bldg 164

Author

600-19-117

Checker

VA Long Beach Healthcare System

5901 E. 7th Street, Long Beach, CA 90822

01.06.2020

100% Construction

Documents

N/A

Rev. Date Description

P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com

PLUMBING SHEET INDEX:

P0.1

Plumbing Legend, Schedules, Notes

DOMESTIC WATER BACKFLOW VALVE

DOMESTIC WATER / SEWER JOINT TRENCH

DOMESTIC WATER BELOW GRADE

BUILDING SEWER CONNECTION

BELOW GRADE SANITARY SEWER PIPING

SANITARY SEWER BELOW GRADE

Edison

Sewer

NO PARKING

Ed…

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