S02 Project Drawings_6-26-2020.pdf

CIVIL

CS101 GENERAL NOTES

CS102 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CU101 UTILITY PLAN AND PROFILE

CU102 UTILITY PLAN AND PROFILE

CU103 LATERAL PROFILES

CU104 LATERAL PROFILE

CU105 EROSION CONTROL PLAN

CU106 DETAILS

CU107 PHASING PLAN

CU108 PHASING PLAN

CU109 PHASING PLAN

GENERAL

GI-000 COVER SHEET

GI-001 ABBREVIATIONS, GENERAL NOTES & APPLICABLE STANDARDS

GI-100 REFERENCE SITE PLAN

GI-101 PHASING CONSTRUCTION CONTROL PLANS

DEPARTMENT OF VETERANS AFFAIRS

VA San Francisco Healthcare System

4150 Clement Street, San Francisco, CA 94121

VA Project No. 662-17-005 | Upgrade Sanitary System on East Side of Campus

PROJECT

SITE

VICINITY MAP

UPGRADE AND SEPARATION OF EXISTING STORM AND SANITARY SYSTEM FOR THE EAST SIDE OF THE VA SAN FRANCISCO MEDICAL CENTER BASED ON AN EXISTING STUDY REPORT NOTATING DEFICIENCIES IN CURRENT

SYSTEM AND UNDERSIZING FOR EXPECTED FUTURE ADDITIONAL LOAD.

PROJECT DESCRIPTION

ARCHITECTURAL

AD-100 DEMOLITION SITE PLAN

AS-100 NEW SITE PLAN

AE-501 SITE DETAILS

AE-502 SITE DETAILS

CLIENT:

Department of Veterans Affairs San Francisco VA Health Care System Engineering Services 4150 Clement St, Bldg. 3 San Francisco, CA 94121

Contact: Kevin Jin P: (415) 221-4810 x22335 E: kevin.jin@va.gov

ARCHITECT

MA|Architects, Inc.

20695 S. Western Ave., Suite #204 Torrance, CA 90501

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

PROJECT TEAM

CIVIL ENGINEERS:

B.K.F. Enginers 980 9th St. Suite 1770 Sacramento, CA 95814

Contact: Alex Heuer P: 916.556.5851 E: aheuer@bkf.com

SHEET INDEX

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

GI-000

COVER SHEET 100% Submittal

MA ArchSMc08.09.2019

662-17-005Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

08.09.2019 100% Submittal

DEDUCT ALTERNATES

1 . SCOPE OF WORK INCLUDES THE DRAIN LINE IN THE NORTH END OF THE SITE FROM SDDI-4 STORM DRAIN TO

SDCB-4 AS NOTED ON CU102 AND CU104. REFER TO PHASE 5 ON GI-101.

06/24/2020

Exp. 12.31.2021

Stamp

08/12/2019

AB

A

ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ACP

AD

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

BB

B

BULLETIN BOARD

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BM

BOT

BENCHMARK

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

CAB

C

CABINET

CB CATCH BASIN

CCT

CG

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM

CER

CEMENT, CEMENTITIOUS

CERAMIC

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CL

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CORR

CPT

CSK

CSP

CSWK

CU

CW

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

CUBIC

COLD WATER

D

D

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)

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

G

G

GAS

H

H

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

ID

I

INSIDE DIAMETER

JAN

J

JANITOR

KG

K

KILOGRAM

L

L

LENGTH, LONG

M

M

METERS

(N)

N

NEW

P

QT

Q

QUARRY TILE

R

R

RISER

S SOUTH

T

T

TREAD

W

W

WEST

XFMR

X

TRANSFORMER

YD

Y

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

S

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

UC

U

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/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

OC

O

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

P

PRIVATE TELEPHONE EXCHANGE

OWNER FURNISHED-CONTRACTOR INSTALLED

OWNER FURNISHED-OWNER INSTALLED

VAC

V

VACUUM

VB VALVE BOX

VCT VINYL COMPOSITION TYLE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC VINYL WALL COVERING

SYMBOLS AS

ABBREVIATIONS

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

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

"INDEX OF DRAWINGS". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE. DO NOT

DISTRIBUTE OR UTILIZE PARTIAL SETS OF DRAWINGS. 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.

4. 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.

5. THE ARCHITECT 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.

6. 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.

7. IF A CONFLICT EXISTS BETWEEN THE CONTRACT DOCUMENTS AND A REGULATORY

REQUIREMENT, THE CONTRACTOR SHALL COMPLY WITH THE ONE ESTABLISHING THE

MORE STRINGENT OR RESTRICTIVE REQUIREMENT:

- THE DRAWINGS AND SPECIFICATIONS MAY SET FORTH MORE DETAILED, MORE SPECIFIC,

AND/OR MORE RESTRICTIVE REQUIREMENTS THAN THOSE SET FORTH BY THE APPLICABLE

REGULATORY REQUIREMENTS. WHERE THE DRAWINGS AND SPECIFICATIONS PROVIDE

MORE DETAILED, MORE SPECIFIC, AND/OR MORE RESTRICTIVE REQUIREMENTS, THE

CONTRACTOR SHALL COMPLY WITH THOSE REQUIREMENTS.

- WHERE THE APPLICABLE REQUIREMENTS OF THE REFERENCED RULES, CODES,

REGULATIONS, ORDINANCES, OR LAWS ARE MORE RESTRICTIVE THAN THAT SET FORTH BY

THE DRAWINGS AND SPECIFICATION, THE CONTRACTOR SHALL COMPLY WITH ALL SUCH

MORE RESTRICTIVE REQUIREMENTS - ALTHOUGH SUCH REQUIREMENTS MAY NOT BE

ILLUSTRATED BY THE DRAWINGS AND SPECIFICATIONS.

8. 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 RESIDENT

ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE (AT NO ADDITIONAL EXPENSE

TO THE OWNER) 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.

9. SCHEDULE CONSTRUCTION WORK HOURS TO ACCOMODATE THE OPERATION OF THE

HOSPITAL / CLINIC

10. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES

("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT

UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS.

RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK,

PRODUCTS, AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN

THE CONTRACT DOCUMENTS. **NO EXCEPTION ALLOWED**

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

REQUIREMENTS OR MANUFACTURE REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

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

EXPENSE.

THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE ARCHITECT

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, INCLUDING

COMPENSATION FOR THE ARCHITECT'S ADDITIONAL SERVICES MADE NECESSARY

THEREBY.

12. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY

SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL

CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR

SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND

EQUIPMENT HAVING LONG LEAD TIMES.

13. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS; SUBSTITUTIONS

FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM THE ARCHITECT AND

OWNER. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN

WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE

ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER /

TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION.

UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A

PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE

PRODUCT SPECIFIED.

14. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND

PER CONTRACT DOCUMENTS AS NEEDED.

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.)

SHEET

x x x x

X

NORTH IDENTIFIER

ELEVATION IDENTIFIER

KEY NOTE TAG

GRID LINES

CALLOUT IDENTIFIER

Ref View Name

+1'-0" CEILING TAG

1i WALL TYPE TAG

X X

Sheet # Ref # On Sheet

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

GI-001

ABBREVIATIONS, GENERAL NOTES &

APPLICABLE STANDARDS

100% Submittal

MA ArchSMc08.09.2019

662-17-005

PROJECT GENERAL NOTESABBREVIATIONS & SYMBOLS APPLICABLE STANDARDS

Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

08.09.2019 100% Submittal

T-33

T -3

PARKING LOT

P A

R K

IN

G

L O

T

VETERANS D

RIV

E

PARKING LOT

44th

AVE

CLEMENT STREET

43rd

AVE

FT. MILEY CIRCLE

FT. MILEY CIRCLE

AVE

42nd

P A

R K

IN

G

L O

T B

P A

R K

IN

G

L O

T

V E

T E

R A

N S

D R

IV

E

DRIVE

VETERANS DRIVE

PARKING LOT 8

PARKING

PARKING LOT 5AREA

SLIDE

VETER

ANS

208 203

BUS STOP

T -2

T-24

T-19

T-27

T -3

T-32

T-28

PARKING GARAGE

PARKING GARAGE

PARKING GARAGE

200D

G O

L D

E N

G A

T E

N A

T

IO

N A

L R

E C

R E

A T

IO

N

A R

E A

P R

O P

E R

T Y

L

IN

E

G O

L D

E N

G A

T E

N A

T

IO

N A

L R

E C

R E

A T

IO

N

A R

E A

PROPERTY LINE

PROPERTY LINE

P R

O P

E R

T Y

L

IN

E

D

PROPOSED AREA OF WORK

AS-100

CAMPUS LEGEND: BUILDINGS

No. NAME

1 ORTC CLINIC

2 -

3 ENGINEERING

4 -

5 PROSTHETICS

6 FISCAL /MEDICAL LIBRARY/ ACQUISITION & MATERIAL

MANAGEMENT/ ENGINEERING SHOPS

7 FOOD COURT/ CHAPEL/ AUDITORIUM

8 METAL HEALTH

9 HOPTEL

10 HOPTEL

11 RESEARCH OFFICE

12 -

13 RESEARCH MRI

14 NCIRE

15 - 16 - 17 - 18 - 20 - 21 -

22 HOPTEL

26 - 29 - 30 -

31 HOME BASED HOSPITAL CARE

41 VMU

42 -

200 AMBULATORY CARE CLINICS/ DIAGNOSTIC SERVICES/

PHARMACY

200D -

203 HOSPITAL

204 - 205 - 207 -

208 COMMUNITY LIVING CENTER

209 PARKING GARAGE

210 ADMINISTRATION

211 PARKING GARAGE

212 PATIENT VISITOR PARKING GARAGE

T-19 - T-23 - T-24 - T-27 - T-28 -

T-32 CHILD CARE CENTER

T-33 - T-35 - T-38 -

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

GI-100

REFERENCE SITE PLAN 100% Submittal

MA ArchSMc08.09.2019

662-17-005

Reference Site Plan

Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

D

D

D

D

VETERANS DRIVE

PARKING LOT B

T-32 9 10

T-35

PHASE 1

14’−0" 4 5

VETERANS DRIVE

PARKING LOT B

T-32 9 10

T-35

M

IN

PHASE 2APHASE 2B

PHASE 2

VETERANS DRIVE

PARKING LOT B

T-32 9 10

T-35

PHASE 3

VETERANS DRIVE

PARKING LOT B

T-32 9 10

T-35

PHASE 4

4 5

VETERANS DRIVE

PARKING LOT B

T-32 9 10

T-35

PHASE 5

14’−0"

M

IN

4 5

GENERAL CONTROL NOTES:

1. WORK SHALL NOT INTERFERE WITH VA OPERATIONS.

2. COORDINATE ANY NECESSARY SHUTDOWN WITH THE VA AT

LEAST 30 DAYS IN ADVANCE. SHUTDOWN WINDOW SHALL BE 2

WEEKS MAXIMUM PROVIDE ALL NECESSARY LIFE SAFETY,

SECURITY, AND MONITORING DURING A SHUTDOWN.

3. PROTECT ALL EXISTING ITEMS AND FINISHES TO REMAIN FROM

DAMAGE DURING DEMOLITION AND CONSTRUCTION.

4. PROTECT EXISTING TREES TO REMAIN.

5. PROTECT EXISTING WATER VALVE, IRRIGATION WIRING,

COMMUNICATION AND OTHER SITE ATTRIBUTES AS REQUIRED

DURING DEMOLITION AND NEW CONSTRUCTION.

6. REPLACE ALL EXISTING ITEMS TO REMAIN THAT ARE

DAMAGED/REMOVED BY CONSTRUCTION ACTIVITIES, AT NO

ADDITIONAL COST TO THE VA.

7. PROVIDE ANY NECESSARY OFF-SITE STORAGE AND STAGING.

8. MAINTAIN 7'-0" HIGH CONSTRUCTION BARRIERS (FENCE WITH

VISUAL CONTROLS) AT ALL TIMES. ALL CONSTRUCTION

BARRIERS ARE DIAGRAMMATIC. ADJUST THE LOCATION AND

CONFIGURATION OF CONSTRUCTION BARRIERS DURING THE

PROJECT AS NECESSARY. PROVIDE ADEQUATE SAFETY

BARRICADES AT NO ADDITIONAL COST TO THE VA.

9. MAINTAIN FREE UNOBSTRUCTED PATHWAYS AND DESIGNATE AN

ALTERNATE PATHWAY WHEN REQUIRED.

10. PHASED KEYED NOTES AND SCHEDULED MAINTENANCE

CLEANUP PHASES OF START AND STOP DEPENDS UPON ACTUAL

CONSTRUCTION SEQUENCE BY THE CONTRACTOR.

11. MAINTAIN FREE AND UNOBSTRUCTED ACCESS TO THE

CONSTRUCTION AREA FOR FIRE, POLICE, AND OTHER

EMERGENCY FORCES.

12. TEMPORARY FENCING SHOWN IS CONCEPTUAL, COORDINATE

EXACT PLACEMENT, ENTRY/EXIT GATES, ETC. WITH THE COR.

13. PROTECT EXTERIOR AIR INTAKES FROM AIR-BORNE DUST,

CONTAMINANTS, AND ODORS.

14. PROVIDE TEMPORARY FIRE EXTINGUISHERS:" DEADMAN STANDS

EVERY 300'."

15. REMOVE DEBRIS AND MAINTAIN DAILY AND REDUCE FUEL LOAD

OF COMBUSTIBLE MATERIALS STORED ON-SITE.

16. PROVIDE TEMPORARY DETOURS AND DIRECTIONAL SIGNAGE

WHERE CONSTRUCTION WORK IMPEDES EXISTING VEHICULAR

AND PEDESTRIAN CIRCULATION. COORDINATE WITH THE COR.

17. PROVIDE TEMPORARY CAUTION SIGNS ON ALL CONSTRUCTION

BARRICADES. SECURE BARRICADE GATE/DOORS AT ALL TIMES.

18. PROVIDE A MINIMUM OF 5' WORKING CLEARANCE FOR

EQUIPMENT INSIDE CONSTRUCTION BARRICADES. WHEN NOT

POSSIBLE DUE TO FIELD CONDITIONS, DISCUS SAFETY

PRECAUTIONS WITH COR.

19. UPON COMPLETION OF CONSTRUCTION:

A. DO NOT REMOVE BARRIERS UNTIL THE PROJECT IS

COMPLETED, INSPECTED AND APPROVED BY THE COR.

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

GI-101

PHASING CONSTRUCTION CONTROL

PLANS

100% Submittal

AuthorChecker08.09.2019

662-17-005

1" = 50'-0"

Site Plan (Phase 1)

1" = 50'-0"

Site Plan (Phase 2)

1" = 50'-0"

Site Plan (Phase 3)

1" = 50'-0"

Site Plan (Phase 4)

Key Notes

1 WORK IN THIS AREA TO BE PERFORMED DURING OFF-HOURS.

2 MAINTAIN VEHICLE ACCESS (IN/OUT) 20'-0" WIDE ACCESS MIN.

3 TEMPORARY LAYDOWN AREA.

4 TEMPORARY CONSTRUCTION FENCE, GATE(S), LOCKS BY CONTRACTOR.

5 ADJUST TEMPORARY CONSTRUCTION FENCE UPON COMPLETION OF ROAD

PATCHING.

6 TEMP TRAFFIC DIVERTERS.

7 DEDUCT ALTERNATES AREA INDICATED IN CROSS HATCH.

1" = 50'-0"

Site Plan (Phase 5)

Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

08.09.2019 100% Submittal

06/24/2020

Exp. 12.31.2021

Stamp

VETERANS DRIVE

PARKING LOT B

T-32

T-33

9 10

T-35

R

10 1010

T-38

111112

T-35

M

IN

14’−0"

M

IN

Y

R

B

PAINT COLOR LEGEND

YELLOW - AT CURBS DESIGNATED AS LOADING AREA

SHALL BE PAINTED OSHA SAFETY YELLOW.

RED - ALL CURBS DESIGNATED AS FIRE LANES SHALL

BE PAINTED OSHA RED; WITH 3" HIGH WHITE LETTERS

SPELLING OUT "NO PARKING FIRE LANE" @ 30'-0" O.C.

BLUE - AT CURBS ADJACENT TO ACCESSIBLE STALLS.

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

AD-100

DEMOLITION SITE PLAN 100% Submittal

MA ArchSMc08.09.2019

662-17-005

1" = 30'-0"

Site Plan (Demolition)

Key Notes

1 TEMPORARY CONSTRUCTION FENCE, GATE(S), LOCKS BY

CONTRACTOR.

2 BLOCK ENTRANCES/EXITS, PROVIDE TEMPORARY

WARNING BARRIERS AND SIGNAGE.

3 TEMPORARY TRAFFIC BARRICADES.

4 PAINT CURB PER SCHEDULE.

5 REMOVE (E) STRIPING AS INDICATED.

6 REMOVE (E) PAVEMENT MARKINGS AS INDICATED.

7 (E) OFFICE TRAILER TO BE REMOVED/RELOCATED BY VA

FOR INSTALLATION OF NEW UTILITY WORK.

8 REMOVE EXISTING PAVING/GROUND COVER TO INSTALL

NEW UTILITIES (REFER TO CIVIL)

9 WORK IN THIS AREA TO BE PERFORMED DURING

OFF-HOURS.

10 REMOVE (E) ACCESSIBLE STALL SIGNAGE.

11 TEMPORARY "NO PARKING SIGNS @ 50'-0" MIN.

12 TEMPORARY TRAFFIC DIRECTION ARROW PAVEMENT

MARKINGS.

1" = 30'-0"

Site Plan (Temp. Striping)

Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

VETERANS DRIVE

PARKING LOT B

T-32 9 10

T-35

LOADING ZONE

AE-501

4 H.C. VAN STALLS 14 H.C. STALLS

9 99 9

10 R 10 R 10 10 RY

1111 1111 1111 1111 1111 1111 1111

10 R10

R 10

10 R

10R

10 10B B

R1010R

Y

R

B

PAINT COLOR LEGEND

YELLOW - AT CURBS DESIGNATED AS LOADING AREA

SHALL BE PAINTED OSHA SAFETY YELLOW.

RED - ALL CURBS DESIGNATED AS FIRE LANES SHALL

BE PAINTED OSHA RED; WITH 3" HIGH WHITE LETTERS

SPELLING OUT "NO PARKING FIRE LANE" @ 30'-0" O.C.

BLUE - AT CURBS ADJACENT TO ACCESSIBLE STALLS.

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

AS-100

NEW SITE PLAN 100% Submittal

MA ArchSMc08.09.2019

662-17-005

1" = 30'-0"

Site Plan (Renovation)

Key Notes

1 (N) ASPHALT PAVING OVER COMPACTED FILL PER

STANDARD DETAILS.

2 PROVIDE (N) CROSSWALK MARKINGS AS INDICATED (BLUE).

3 PROVIDE (N) YELLOW PAVEMENT MARKINGS; 4" WIDE

BORDER w/ HATCHED LINES @ 36" O.C.; COORIDINATE

SPECIFIC LAYOUT WITH VA ENGINEERING.

4 (N) CURB AND GUTTER AS REQUIRED.

5 (N) CONCRETE SIDEWALK TO MATCH EXISTING.

6 PROVIDE (N) LANDSCAPE TO MATCH EXISTING ADJACENT

CONDITIONS.

7 (N) CONCRETE PAVING.

8 (N) "STOP" PAVEMENT MARKINGS.

9 (N) ACCESSIBLE VAN STALL SIGNAGE PER CURRENT

STANDARDS w/ SIGNAGE BELOW THE INTERNATIONAL

SYMBOL OF ACCESSIBILITY SIGN.

10 PAINT CURB PER SCHEDULE.

11 (N) ACCESSIBLE STALL SIGNAGE PER CURRENT STANDARDS

w/ INTERNATIONAL SYMBOL OF ACCESSIBILITY.

Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

BLUE TRAFFIC PAINT

MATTHEWS MP26511

WHITE TRAFFIC PAINT

MATTHEWS MP32071

36"

IN

D

IR

E

C T

IO

N

O F

T R

A V

L E

M

IN

2.3" − 2.4"

.3

.4

.6

M

IN

BASE OF DIAMETER

0.9 - 0.92"

TOP OF DIAMETER

0.45 - 0.47"

.1

.2

ELEVATION

PLAN

CONCRETE FOOTING

1’−0"

3" x 3" GALV. STEEL PIPE (CAP

END)

SIGNAGE PER SCHEDULE

(VERIFY SIZE)

1/4" EASED EDGE @ GRADE

CROWN

M

IN

/4

M

IN

C L

R

GROOVED PAVING, TYP.

3/4" EXCEPT ON SLOPING

PORTION OF RAMP APPROX. 1 1/2"

11 3/4"

1/4" 3/4"

/4

NO

PARKING

12’−0" @ VAN STALL

9’−0"

ACCESS AISLE

60" MIN.

ACCESSIBLE STALL

IDENTIFICATION SIGNAGE

36" x 36" INTERNATIONAL SYMBOL

OF ACCESSIBILITY

ACCESS AISLE:

BLUE BORDER w/ HATCHED LINES

@ 36" O.C. PAINTED TO

CONTRAST w/ THE AISLE

SURFACE

12" WHITE LETTERING

NO

PARKING

ACCESS AISLE

60" MIN.

’ M

IN

’ M A

X

WHEEL STOP WHERE OCCURS

2’−0"2’−0"

YIELD PAVEMENT MARKING

CROS WALK PAVEMENT

MARKING (BLUE)

10’−0"

G R

ID

A = 14 ft²

’ M

IN

R E

D C

U R

B

’ T

Y P

12" WHITE

LIMIT LINE

"STOP" SIGN PEDESTAL

12" WHITE LINE

ZERO CURB

FACE

GROOVED BORDER:

GOOVES TO BE 1/4" WIDE x

1/4" DEEP @ 3/4" O.C.

MIN.

3’−0"

PARALLEL

PERPINDICULAR

TRUNCATED DOMES

ZERO CURB

FACE

SLOPE

1:12 MAX.

TRUNCATED

DOMES

M

IN

M

IN

SLOPE

1:20 MAX.

MIN.

1'-0"

MIN

1'-0"

M

IN

.4' -0

M

IN

'-0

MIN.

2'-0"

M

IN

.1’ −0

M

IN

.3’ −0

GROOVED BORDER:

GOOVES TO BE 1/4"

WIDE x 1/4" DEEP @ 3/4" O.C.

DIAGONAL OR CORNER TYPE CURB RAMP DETAIL

SLO

PE

1:

M A

X. TRUNCATED DOMES

B A B

TRENCH

PARALLEL

TRENCH

PERPENDICULAR

L

W

B A

B

7’−3"

B A

B

STEEL ROAD PLATE PRO-TECT

EQUIPMENT OR EQUAL

STANDARD FEATURES:

1. A-36 STEEL

2. FLUSH MOUNTED PICK

PLATES

3. (2) HALF-MOON

CUTOUTS

4. BALANCE LIFTING

POINTS

NOTE:

1. TRENCH WIDTHS ARE BASED ON AN ANALYSIS PER THE 14TH EDITION OF THE "STANDARD

SPECIFICATION FOR HIGHWAY BRIDGES" BY A.A.S.H.T.O. AN ASSUMED AXLE LOADING OF 12

TONS WITH A 30% IMPACT FACTOR WAS USED. THE AXLE LENGTH IS 6 FEET; THEREFORE THE

NUMBER OF WHEELS CARRIED BY A PLATE DEPENDS ON THE ROADWAY WIDTH. PLATES

SHALL BE SECURED FROM LATERAL MOVEMENT WHILE IN USE BY MEANS OF MATERIALS

SUCH AS ASPHALT-BASE COLD MIX, SPIKES AND OTHER ACCEPTABLE MEANS.

2. STEEL ROAD PLATES HAVE NOT BEEN ENGINEERED TO BE USED IN TRENCH SHORING

APPLICATIONS. IF USED FOR SHORING, SPECIFC ENGINEERING AND DESIGN IS THE

RESPONSIBILITY OF OTHERS.

MODEL PARALLEL PARALLEL PERPENDICULAR PERPENDICULAR

“A” “B” “A” “B”

SP-48 24” 12” 48” 24”

SP-510 30” 15” 60” 30”

SP-810 48” 24” 72” 24”

SP-812 48” 24” 72” 36”

SP-816 48” 24” 72” 60”

SP-820 48” 24” 72” 84”

A IS THE MAXIMUM TRENCH WIDTH

B IS THE MINIMUM PLATE OVERLAP REQUIRED

TRENCH

SPAN

1’−0"

/2

/4

/2

"1

/4

1"

CL

VA STANDARD MESSAGE

LAYOUT. (VAN ACCESSIBLE

WHERE OCCURS)

NOTE:

1. MASSAGE LAYOUT A

"PARKING ONLY"

2. MASSAGE LAYOUT B

"VAN ACCESSIBLE"

REFLECTORIZED SIGN w/

FIGURE ON BLUE BACKGROUND.

SYMBOL AND TEXT MUST

CONFORM TO VA LAYOUT

STANDARDS.

3"x3"x3/16" GALV. STEEL PIPE

(CAP END)

CONCRETE FOOTING

1/4" EASED EDGE @ GRADE

CROWN

/4

M

IN

M

IN

FINISH GRADE / PAVEMENT

M

IN

A

F F

M

IN

MIN.

1’−0"

1’−0"

CL

3"

PAINT (E) CURB PER SCHEDULE

(E) ROADWAY (REFER TO CIVIL)

FIRE LANE NO

PARKING

LETTERING PER SCHEDULE

CL

VA STANDARD "PARKING ONLY"

MESSAGE LAYOUT.

/2

/4

/2

/2

2’−0"

2" 9 1/2"

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

AE-501

SITE DETAILS 100% Submittal

MA ArchSMc08.09.2019

662-17-005

Not to Scale

ACCESSIBLE PARKING STALL EMBLEM

1 1/2" = 1'-0"

TRUNCATED DOME DETAIL

3/8" = 1'-0"

POLE SIGNAGE

1 1/2" = 1'-0"

SIDEWALK GROOVED BORDER DTL.

3/16" = 1'-0"

TYP. VA STANDARD ACCESSIBLE

PARKING STALL

1" = 10'-0"

CROSSWALK STRIPING

1/2" = 1'-0"

PAVEMENT MARKING - ARROW

1/8" = 1'-0"

STOP MARKING DETAIL

1/4" = 1'-0"

TYP. CURB RAMP DETAILS

1/8" = 1'-0"

TYP. TRENCH PLATE

1 1/2" = 1'-0"

ACCESSABLE PARKING SIGN

3/4" = 1'-0"

ACCESSIBLE PARKING SIGNAGE

3/4" = 1'-0" 14A

PAINTED CURB

1 1/2" = 1'-0"

ACCESSABLE PARKING AREA SIGN

Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

1/4" DEEP SCORED JOINTS

1/4" R. (TYP) FORMED

JOINTS ONLY

/4

T Y

P

1" SCORED OR SAWCUT

CONTRACTION JOINT

CLASS "B" CONCRETE

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

EXPANSION AND SCORED JOINT DETAIL

EXPANSION JOINT TO EXPANSION JOINT

60' MAX TYP.

NOTE 7

SEE

P L A

N S

P E

R

TOP OF CURB

PLAN

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE WALKWAY ABUTS CONCRETE

DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION

JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. CONTROL JOINTS SHALL BE PLACED AT THE SPACING INDICATED FOR THE

WIDTH OF WALKWAY AND IN A 6'X6' PATTERN.

4. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF

APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

5. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4"

RADIUS.

6. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED

FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

7. CONCRETE SHALL NOT BE TINTED AND SHALL BE FINISHED BY MEANS OF A

FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A

TRANSVERSE DIRECTION.

8. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

8"

(E) WALKWAY WHERE OCCURS

(N) COMPRESSIBLE FILLER

MATERIAL

ALIGN

#4 @ 18" O.C. EACH WAY

GRADE

CONCRETE SLAB

TOOL TO 1/4" RADIUS

EXPANSION CONTROL

3/8" COMPRESSIBLE

BITUMINOUS FELT FILLER

MATERIAL

1/4" RADIUS TOOLED JOINT

AS SHOWN ON PLAN

TYP.

1/2" Rad.

COCN. CURB MATCH PROFILE

OF ABUTTING CURB

6" 3/4"

(E) ASPHALT or CONC. PAD

GRADE

6" 1".TYP.

1/2" Rad.

1"

CONCRETE CURB & GUTTER

(E) ASPHALT PAVING AS

OCCURS

GRADE

8"

(E) WALKWAY WHERE OCCURS

(N) COMPRESSIBLE FILLER

MATERIAL

ALIGN

#4 @ 18" O.C. EACH WAY

GRADE

CONCRETE SLAB

TRUNCATED DOMES WET SET

IN CONC.

2% SLOPE

#4 @ 18" O.C. EACH WAY

NATURAL COLOR CONCRETE

W/ BROOM FINISH

CLASS II AGGREGATE BASE

COURSE 95% COMPACTION

UNDISTURBED OR

RECOMPACTED NATIVE SOILS

ASPHALTIC CONCRETE

CLASS II AGGREGATE BASE

COURSE 95% COMPACTION

UNDISTURBED OR

RECOMPACTED NATIVE SOILS

3'-0"

1/4"

#4 @ 18" EACH WAY AT

MID-DEPTH

3 - #4

CONCRETE GUTTER

CURB AND GUTTER

BEYOND WHERE

OCCURS

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT

MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED

ACCURATE.

CRUSHED FINE ROCK

WEED BLOCKER

ARTIFICIAL TURF w/ INFILL (1-2

LB/FT2)

3-4" OF 3/4" DOWN TO 1/4"

CRUSHED DRAIN ROCK

GEOTEXTILE FABRIC o/ AIRFIELD ACCELERATED DRAINAGE o/

GEOTEXTILE FABRIC

ARTIFICIAL TURF w/ INFILL (1-2

LB/FT2)

CRUSHED FINE ROCK

3-4" OF 3/4" DOWN TO 1/4"

CRUSHED DRAIN ROCK

STANDARD INSTALL

ACCELERATED DRAINAGE

SUB-LAYER

LANDSCAPE PAD SUBLAYER

.75" GF LANDSCAPE PAD

ARTIFICIAL TURF w/ INFILL (1-2

LB/FT2)

CRUSHED FINE ROCK

3-4" OF 3/4" DOWN TO 1/4"

CRUSHED DRAIN ROCK

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

N/A

San Francisco VA Medical Center Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

AE-502

SITE DETAILS 100% Submittal

MA ArchSMc08.09.2019

662-17-005

3" = 1'-0"

TYP. CONC. SIDEWALK

1 1/2" = 1'-0"

TYP. WALKWAY OR PAD

1 1/2" = 1'-0"

TYP. CONCRETE JOINTS

1 1/2" = 1'-0"

TYP. VERTICAL CURB

1 1/2" = 1'-0"

TYP. ACCEPT CURB

1 1/2" = 1'-0"

FLUSH SIDEWALK WITH CURB

1 1/2" = 1'-0"

TYPICAL CONCRETE PAVING

1 1/2" = 1'-0"

TYPICAL ASPHALT PAVING

1 1/2" = 1'-0"

TYP. VALLEY GUTTER

1 1/2" = 1'-0"

ARTIFICIAL TURF

Rev. Date Description

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

KEY MAP

GENERAL NOTES

SURVEY NOTE

ABAAS NOTES

EXISTING UTILITY NOTES

UTILITY NOTES

CONTRACTOR RESPONSIBILITY

DISCREPANCIES

EARTHWORK NOTE

TOPOGRAPHIC NOTES

GENERAL NOTES

CS101

08.09.2019

BUILDING 8

BUILDING 9 BUILDING 10

BUILDING T-35

BUILDING

BLDG.

T-33

BUILDING 20

BUILDING T-32

BUILDING

CLEM

EN

T ST

VE

TE

RA

N

S

DR PARKING

GARAGE

FO

RT

M

ILE

Y

CI

RC

LE

KEY MAP

PLAN

M A

T C

H L

I N

E

S

E

P

L A

N

B

E L

O W

M A

T C

H L

I N

E

S

A

N

A

B O

V E

EXISTING CONDITIONS

CS102

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

BUILDING T-35

BUILDING

BLDG.

T-33

BUILDING 20

BUILDING T-32

BUILDING

CLEM

EN

T ST

VE

TE

RA

N

S

DR PARKING

GARAGE

FO

RT

M

ILE

Y

CI

RC

LE

KEY MAP

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

DEMOLITION PLAN

CD101

PLAN

M A

T C

H L

I N

E

S

A

N

B

E L

O W

M A

T C

H L

I N

E

S

A

N

A

B O

V E

CLEM

EN

T ST

VE

TE

RA

N

S

DR PARKING

GARAGE

BUILDING T-32

BUILDING 8

FO

RT

M

ILE

Y

CI

RC

LE

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

KEY MAP

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

PLAN

M A

T C

H L

I N

E

S

A

N

O

N

S

H E

C

U

M A

T C

H L

I N

E

S

R O

F I L

E

O

N

S

H E

UTILITY PLAN AND PROFILE

CU101

BUILDING T-35

BUILDING

BLDG.

T-33

BUILDING

BUILDING 8

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

KEY MAP

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

M A

T C

H L

I N

E

S

A

N

O

N

S

H E

M A

T C

H L

I N

E

S

R O

F I L

E

O

N

S

H E

PLAN

UTILITY PLAN AND PROFILE

CU102

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

LATERAL PROFILES

CU103

SCALE: 1" = 20' HORIZ.

1" = 4' VERT.

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

LATERAL PROFILE

CU104

CLEM

EN

T ST

VE

TE

RA

N

S

DR PARKING

GARAGE

BUILDING 8

BUILDING 9 BUILDING 10

BUILDING T-35

BUILDING

BLDG.

T-33

BUILDING 20

BUILDING T-32

BUILDING 1

BUILDING

BUILDING

FO

RT

M

ILE

Y

CI

RC

LE

PLAN

KEY MAP

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

EROSION CONTROL PLAN

CU105

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

DETAILS

CU106

BUILDING T-35

BUILDING

BLDG.

T-33

BUILDING

KEY MAP

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

PLAN

M A

T C

H L

I N

E

S

A

N

O

N

C

U

PHASING PLAN

CU107

BUILDING 9

BUILDING 20

BUILDING T-32

BUILDING

KEY MAP

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

M A

T C

H L

I N

E

S

A

N

O

N

C

U

PHASING PLAN

CU108

M A

T C

H L

I N

E

S

A

N

O

N

C

U

PLAN

VE

TE

RA

N

S

DR PARKING

GARAGE

FO

RT

M

ILE

Y

CI

RC

LE

KEY MAP

Project Number

MA Architects, Inc.

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

Building Number

Drawing Number

Project Title

Location

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

Stamp

ARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

Revisions:

San Francisco VA Medical Center

Upgrade Sanitary System on East Side of Campus

4150 Clement Street, San Francisco, CA 94121

N/A

100% Submittal

Rev. Date Description

980 9TH ST, #1770 SACRAMENTO, CALIFORNIA 94518 916.556.5800

AMAH

662-17-005

01.12.2018 Site Survey & As-Built Verification

11.30.2018 65% Design Submittal

04.26.2019 95% Design Submittal

07.17.2019 100% Submittal

07.17.2019

PHASING PLAN

CU109

M A

T C

H L

I N

E

S

A

N

O

N

C

U

PLAN