36C26118B0042-006.pdf

PDF 7 MB Posted Dec 4, 2017

Attached to: Project No. 640-12-124P Renovate Canteen Plaza Bldg 101
Solicitation number: 36C26118B0042
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21

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640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

LANDSCAPE NOTES

LP0.1.1

STEEL STL

GAUGE GA

TUBULAR STEEL

TOP OF WALL

TOP OF CURB

TYPICAL

SIDEWALK

WITH

WATER LINE

VERTICAL

VITRIFIED CLAY PIPE

UNLESS OTHERWISE NOTED

UNIFORM BUILDING CODE

GALLONS PER MINUTE

HORIZONTAL

HORIZ

IRR

INV

IRRIGATION

INSIDE DIAMETER

INVERT

HEIGHT

GPM

HDR

GRD

GAL

GALV

GALLON CAN

HOSE BIB

HEADER

GRADE

GALVANIZED

GRADE BREAK

GALLON

VERT

TYP

UBC

UON

VCP

OUTSIDE DIAMETER

NOT TO SCALE

NOT IN CONTRACT

LINEAR FEET

ON CENTER

NUMBER

MAXIMUM

MANUFACTURER

MINIMUM

PLATE

PERPENDICULAR

PROPOSED

PAVING

PERFORATED

PAVEMENT

PLANTING AREA

RIM ELEVATION

REINFORCING BAR

STORM DRAIN

REQUIRED

ROUGH

REDWOOD

RADIUS

QUANTITY

SHEET

SCORE JOINT

SPECIFICATIONS

SQUARE FEET

STAINLESS STEEL

SQUARE

SPREAD

SECTION

SPECIFIED

POLYVINYL-CHLORIDE

POINT OF CONNECTION

POUNDS PER SQUARE INCH

REINFORCED CONCRETE PIPE

STANDARD

QTY

CENTERCTR

DECOMPOSED GRANITE

ELECTRICAL TRANSFORMER

FINISH FLOOR ELEVATION

EXISTING (E)

FOC

FTG

FOB

FFE

FLOW LINE

FOOT/FEET

FACE OF BUILDING

FACE OF CURB

FOOTING

FINISH GRADE

ELE TRANS

EQUIP

ELEV

DIA

DWGS

EXPANSION JOINT

EQUIPMENT

ELEVATION

EQUAL

DIAMETER

DRAWINGS

DRAIN INLET

SECT

SPR

S.S.

STD

SPEC'ED

SHT

SPECS

RGH

RIM

RWD

REBAR

RCP

REQ'D

ASPHALTIC CONCRETE

CALIPER CAL

CONST

CONT

CONC

CLF

CLR

CLEAN OUT

CONCRETE

CONTINUOUS

CONSTRUCTION

CATCH BASIN

CHAIN LINK FENCE

CENTER LINE

CLEAR

AGG

APPROX

BLDG

ALUM

AGGREGATE

ALUMINUM

APPROXIMATE

BOX

BUILDING

AREA DRAIN

PAV'T

PSI

POC

PROP

PVC

PERP

PAVE

PERF

NTS

MIN

MFG

MAX

NIC

SEE CIVIL DRAWINGSSCD

SAD SEE ARCHITECTURE DRAWINGS

POURED-IN-PLACE PIP

ALIGN

SEE STRUCTURAL DRAWINGSSSD

ALIGN TO PAVERSATP

ROOTBALL RB

ARCHITECTUREARCH

TO BE DETERMINEDTBD

1. ALL SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL

REPORT ["GEOTECHNICAL INVESTIGATION, PHASE 2 IMPROVEMENTS - PACKAGES

1,2,3 AND 5, VETERANS AFFAIRS MEDICAL CENTER, PALO ALTO, CALIFORNIA" BY

TREADWELL & ROLLO, A LANGAN COMPANY, 29 AUGUST 2011.]

2. THE DRAWINGS AND SPECIFICATIONS DESCRIBE IN GENERAL THE QUALITY AND

CHARACTER OF THE MATERIALS, SHAPE AND CONFIGURATION OF IMPROVEMENTS

AND THE DESIGN INTENT OF THE COMPLETED, INSTALLED WORK. MISCELLANEOUS

ITEMS OF WORK, MATERIAL, EQUIPMENT, ETC., NECESSARY TO COMPLETE THE

INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR WHETHER OR NOT

MENTIONED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. SPECIFIC

NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND

TYPICAL DETAILS.

3. CONTRACTOR SHALL PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE

CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED IN KIND AT NO

ADDITIONAL COST TO THE OWNER. BARRICADES, SIGNS, LIGHTS, ETC., REQUIRED

FOR THE PROTECTION OF PUBLIC, PERSONNEL, PROPERTY AND MATERIAL SHALL BE

PROVIDED FOR AND MAINTAINED DURING CONSTRUCTION BY THE CONTRACTOR,

AND SHALL CONFORM TO ALL GOVERNING CODES, ORDINANCES AND REGULATIONS.

4. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO CONTROL DUST AT

AND NEAR THE SITE OF WORK AND ALONG APPROACH ROUTES TO THE

CONSTRUCTION SITE.

5. CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES,

TEMPORARY FACILITIES, AND OTHER SERVICES AS NECESSARY FOR PROPER

EXECUTION OF THE WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR

PROTECTION AND SAFEKEEPING OF THESE ELEMENTS DURING CONSTRUCTION.

THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE IN ADVANCE

FOR APPROVAL OF THE MATERIAL STORAGE AREA AT THE JOB SITE.

6. CONTRACTOR SHALL MAINTAIN GOOD CLEANLINESS PRACTICES AT THE JOB SITE.

EXCESS BUILDING MATERIALS AND DEBRIS SHALL BE REMOVED PROMPTLY FROM

THE JOB SITE AND DISPOSED OF AT AN APPROVED DUMPSITE. THE JOB SITE SHALL

BE LEFT CLEAN AT THE END OF EACH WORKDAY. BEFORE ACCEPTANCE BY THE

OWNER'S REPRESENTATIVE, THE COMPLETED CONSTRUCTION SHALL BE CLEARED,

ANY APPLICABLE LABELS REMOVED, AND ALL OTHER TOUCHUP WORK COMPLETED.

ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL TIMES AGAINST SUBSEQUENT

DAMAGE UNTIL FINAL ACCEPTANCE BY THE OWNER.

7. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, CONTRACTOR SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY

AND NOT BE LIMITED TO NORMAL WORKING HOURS.

8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S

REPRESENTATIVE OF ANY DIFFERENCES IN LOCATIONS OF EXISTING UTILITIES FROM

THAT SHOWN, OR ANY CONFLICTS WITH THE DESIGN BEFORE CONTINUING WORK IN

THAT AREA.

9. PROVIDE ADEQUATE COVER FOR THE PROTECTION OF ALL PROPOSED AND EXISTING

UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT.

10. CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING

LANDSCAPE, AND OTHER IMPROVEMENT WITH A SMOOTH TRANSITION IN PAVING,

CURBS, GUTTERS, SIDEWALKS, GRADING, ETC. AND TO AVOID ANY ABRUPT OR

APPARENT CHANGES IN GRADES OR CROSS SLOPE, LOW SPOTS, OR HAZARDOUS

CONDITIONS.

11. ALL EXISTING UTILITY COVERS SHALL BE PROTECTED UNLESS NOTED OTHERWISE

ON THE DRAWINGS. ANY REVISIONS OR ADDITIONAL WORK REQUIRED AS A RESULT

OF FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S

REPRESENTATIVE. WORK PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN

AUTHORIZATION SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR WHO

SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO. ANY AND ALL REVISIONS SHALL

BE IN WRITTEN CHANGE ORDER FORM AND APPROVED AND AUTHORIZED BY THE

OWNER BEFORE BEGINNING WORK.

12. ALL REVIEWS AND APPROVALS REQUIRED BY LANDSCAPE ARCHITECT REFERENCED

WITHIN THESE DRAWINGS SHALL REFER TO THE CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE (COTR).

NEW(N)

MANHOLE MH

LP0.1.1 LANDSCAPE NOTES

LP0.1.2 OVERALL SITE PLAN

LP1.1.1 CONSTRUCTION PLAN – AREA A

LP1.1.2 CONSTRUCTION PLAN – AREA B

LP1.1.3 CONSTRUCTION PLAN – AREA C

LP2.1.1 SITE SECTIONS

LP2.1.2 SITE SECTIONS

LP3.1.1 LAYOUT PLAN – AREA A

LP3.1.2 LAYOUT PLAN – AREA B

LP3.1.3 LAYOUT PLAN – AREA C

LP4.1.1 FINE GRADING PLAN – AREA A

LP4.1.2 FINE GRADING PLAN – AREA B

LP4.1.3 FINE GRADING PLAN – AREA C

LP5.1.1 CONSTRUCTION DETAILS

LP5.1.2 CONSTRUCTION DETAILS

LP5.1.3 CONSTRUCTION DETAILS

LP5.1.4 CONSTRUCTION DETAILS

LI1.1.1 IRRIGATION PLAN – AREA A

LI1.1.2 IRRIGATION PLAN – AREA B

LI1.1.3 IRRIGATION PLAN – AREA C

LI2.1.1 IRRIGATION DETAILS

LI2.1.2 IRRIGATION DETAILS

LP6.1.1 PLANTING PLAN – AREA A

LP6.1.2 PLANTING PLAN – AREA B

LP6.1.3 PLANTING PLAN – AREA C

LP6.2.1 PLANTING DETAILS

ABBREVIATIONS GENERAL NOTES:

SEE ELECTRICAL DRAWINGSSED

LANDSCAPE SHEET INDEX

OWNER FURNISHED, CONTRACTOR INSTALLEDOFCI

PAVING & MATERIALS SCHEDULE

TYPE: PIP CONCRETE PAVING, TYPE 1

COLOR: INTEGRAL COLOR "PEBBLE" (CAMPUS STANDARD)

PRODUCT: DAVIS COLORS (800-356-4848)

FINISH: LIGHT SANDBLAST

OWNER FURNISHED, OWNER INSTALLED (NIC)OFOI

RECOMMENDATIONREC

TYPE: PIP CONCRETE PAVING, TYPE 2

COLOR: NATURAL GRAY

FINISH: LIGHT SANDBLAST

TYPE: CONCRETE UNIT PAVERS

PRODUCT: LINEAR MODULAR PAVER

MFG: NARROW MODULAR PAVER 3" x 18" x 4" (OR AS

OTHERWISE NOTED IN DRAWINGS / SPECS)PER

CAMPUS STANDARDS

COLOR: GRANADA WHITE #1401 (WITH SLAG)

FINISH: LIGHT SAND BLAST

PATTER: RUNNING BOND, OFFSET BY 1/2 OF PAVER LENGTH,

DIRECTION AS REFLECTED IN DRAWINGS

TYPE: STONE VENEER

STONE: NAPA WALL STONE

FINISH: AS NOTED IN DRAWINGS

SIZE: AS NOTED IN DRAWINGS

TYPE: PIP CONCRETE WATER FEATURE BASE

COLOR: INTEGRAL COLOR "DARK GREY" (8084)

PRODUCT: DAVIS COLORS (800-356-4848) OR APPROVED EQUAL

FINISH: AS NOTED IN DRAWINGS

STORM / SLOT DRAIN RIM (ELEVATION)SECT

AREA DRAIN RIM (ELEVATION)ADR

COL COLUMN

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

100% CONSTRUCTION DOCUMENTS

D N

U P

D N

L I M

I T

O R

L I M

O R

L I M

O R

W O

R K

LIMIT OF WORK

PLAN AREA C: REC SERVICES PLAZA

CONSTRUCTION LP1.1.3

LAYOUT LP3.1.3

GRADING LP4.1.3

IRRIGATION LI1.1.3

PLANTING LP6.1.3

PLAN AREA B: (E) ROSE GARDEN

CONSTRUCTION LP1.1.2

LAYOUT LP3.1.2

GRADING LP4.1.2

IRRIGATION LI1.1.2

PLANTING LP6.1.2

PLAN AREA A: CANTEEN COURTYARD

CONSTRUCTION LP1.1.1

LAYOUT LP3.1.1

GRADING LP4.1.1

IRRIGATION LI1.1.1

PLANTING LP6.1.1

(E) BLDG 54

(E) RECREATIONAL

THERAPY BLDG

(E) AQUATIC

THERAPY BLDG

(E) BLDG 100

(E) BLDG 101

(E) BLDG 4

(E) POLYTRAUMA BLDG

(E) ROSE

GARDEN

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

OVERALL SITE PLAN

LP0.1.2

0 15 30 60 90

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

U P

D N

L I M

O R

L I M

O R

(E) BLDG 100

(E) BLDG 101

(E) AQUATIC

THERAPY BLDG

(E) RECREATIONAL

THERAPY BLDG

M A

T C

H L I N

E F

E R

L P

PAPA

CONCRETE PAVING

TYPE 1, TYP

(E) BUILDING OVERHANG TO REMAIN

CONCRETE UNIT PAVERS, TYP

(E) UTILITY VAULT, TO REMAIN

(E) STEAM VENT

TO REMAIN

STONE VENEER WALL, TYP

(E) STAIRWAY & HANDRAIL

TO REMAIN

(E) STAIRWAY AND HANDRAIL TO REMAIN

REFERENCE LINE FOR

PLANTING LAYOUT, TYP

(E) CONC. BAND TO REMAIN, TYP

CONCRETE UNIT PAVERS, TYP

(E) 12" CONC BAND

TO REMAIN

(E) UTILITY

ENCLOSURE TO

REMAIN

LP5.1.3

LP5.1.1

LP2.1.2

LP2.1.1

(E) UNDERGROUND UTILITY

TRENCH TO REMAIN, TYP

(E) CONC SEAT STEPS &

HANDRAIL TO REMAIN

LP5.1.1

(E) UTILITY ENCLOSURE

TO REMAIN

(E) UTILITY ENCLOSURE

TO REMAIN

PA WITHIN SHADE

STRUCTURE BASE

WALL, TYP

SHADE STRUCTURE

POST AT PAVERS,

TYP OF 2

CAFE TABLES & CHAIRS, OFOI, TYP

DINING TABLES &

CHAIRS, OFOI, TYP

MULCH AT (E) TREE

(E) TREE TO REMAIN,

SEE NOTE 5

SJ, TYP

EJ, TYP

LP5.1.1

(N) FOOTING AT (E) HANDRAIL

LP5.1.1

(N) FOOTING AT (E) HANDRAIL

SHADE CANOPY BASE WALL, SAD,

SEE 2 / LP5.1.3 FOR STONE VENEER

SHADE CANOPY BASE WALL, SAD, SEE

2/LP5.1.3 FOR STONE VENEER, TYP

(N) TRASH RECEPTICLE, OFCI,

TYP, SEE GENERAL NOTE 4

MOVEABLE TABLES AND CHAIRS, OFOI, TYP

SURFACE MOUNT BENCH, TYP, FOR SURFACE

MOUINTING, SEE DETAIL 9/ LP5.1.1

CONCRETE PAVING

TYPE 2, TYP

RELOCATED FIRE

HYDRANT, SCD

COURTYARD GLASS ART

PAVER, TYP OF 6, NOTIFY

OWNER'S REPRESENTATIVE

TO COORDINATE LOCATIONS

WITH ARTIST IN FIELD PRIOR

TO INSTALLATION,

LP5.1.4

LIGHT POLE, TYP, SEE

LIGHTING PLANS

SLOT DRAIN, SEE GRADING PLANS, TYP

SURFACE MOUNT

BENCH, TYP, FOR

SURFACE MOUINTING,

SEE DETAIL 9/ LP5.1.1

CONCRETE PAVERS AT OAK TREE

LP5.1.4

EXISTING CONCRETE PAVING TO REMAIN

CONCRETE PAVING TYPE 1 (INTEGRAL COLOR)

SEE DETAIL 1/LP5.1.1

CONCRETE PAVING TYPE 2 (STANDARD GRAY)

SEE DETAIL 1/LP5.1.1

CONCRETE PAVING TYPE 1 VEHICULAR

SEE DETAIL 1/LP5.1.1

CONCRETE UNIT PAVERS

SEE DETAIL 3/LP5.1.1

MULCH, SEE SPECS

STONE VENEER WALL

SEE DETAIL 1/LP5.1.3

STONE VENEER ON SHADE STRUCTURE BASE WALL

SEE DETAIL 2/LP5.1.3

SURFACE MOUNT BENCH, SEE SPECS

SEE DETAIL 9/LP5.1.1

METAL HEADER

SEE DETAIL 5/LP6.2.1

EXPANSION JOINT (EJ)

(E) AREA DRAIN TO REMAIN

(N) AREA DRAIN

(N) LIGHT POLE

(N) TRASH CAN (OFCI)

MANHOLE, S.C.D.

LEGEND

GENERAL NOTES:

1, SEE FINE GRADING PLAN FOR AREA DRAIN

AND SLOT DRAIN LOCATIONS, SEE ALSO CIVIL

PLANS FOR AREA DRAIN COORDINATES

2. FOR SLOT DRAINS REFER TO APPROPRIATE

DETAIL, SHEET LP5.1.2

3. PROVIDE PLAQUES FOR ART PIECES, 4

PLAQUES TOTAL, SEE DETAIL 9 / LP5.1.2

4. TRASH RECEPTACLES SHALL BE SURFACE

MOUNTED PER MANUFACTURER

RECOMMENDATIONS. WHERE RECEPTACLES

OCCUR AT CONCRETE PAVERS, MORTAR SET

PAVERS.

5. MAINTAIN PROTECTION FENCE AROUND THE

FULL TREE ROOT ZONE (DRIP-LINE AREA).

PROTECTION FENCE SHALL EXTEND TO FULL

DRIP-LINE ZONE UNTIL IMPROVEMENTS BEGIN

WITHIN THIS ZONE AS SHOWN IN THE PLANS,

AT WHICH POINT THE PROTECTION FENCING

MAY BE PULLED IN THE MINIMUM AMOUNT AS

NEEDED TO DO PERFORM THE REQUIRED

WORK. DURING CONSTRUCTION PROVIDE

TEMPORARY DRIP (OR SOAKER) IRRIGATION

OF ONE TO TWO DEEP WATERINGS PER

WEEK THROUGHOUT THE ROOT ZONE. NO

IRRIGATION SHALL OCCUR WITHIN 5 FT OF

THE TRUNK. AVOID LIGHT FREQUENT

WATERING.

SHEET NOTES:

1. CONTRACTOR TO LIMB UP (E) TREE TO 8' ABOVE FINISHED

GRADE AND PER ARBORIST'S RECOMMENDATIONS.

2. WATER FEATURE VAULT COVERS SHALL BE INFILLED WITH

CONCRETE TO MATCH ADJACENT CONCRETE PAVING

INCLUDING INTEGRAL COLOR, FINISH, AND CONTINUATION

OF SCORE JOINT PATTERNS

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

CONSTRUCTION PLAN

AREA A

LP1.1.1

0 5 10 20 30

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

O R

(E) BLDG 100

(E) AQUATIC

THERAPY BLDG

W O

R K

MATCHLINE - REFER TO LP1.1.1

MATCHLINE - REFER TO LP1.1.3

(E) PA

(E) 12" CONC MOW BAND

TO REMAIN

SURFACE MOUNT

BENCH, TYP, FOR

SURFACE MOUINTING

SEE DETAIL 9 / LP5.1.1

(E) PLAZA PAVING

TO REMAIN

(E) PA

(E) STEEL

TRELLIS, TYP

TO REMAIN

(E) 12" CONCRETE

MOW BAND,

TYP, TO REMAIN

(E) 3' BRICK WALKWAY

TO REMAIN

(E) TREE TO REMAIN, TYP

(E) VAULT

TO REMAIN

PIP CONCRETE

PAVING, TYPE 2

PIP CONCRETE

PAVING TYPE 1, TYP

PIP CONCRETE PAVING

TYPE 1, TYP

LP5.1.1

EJ, TYP

SJ, TYP

LP2.1.2

LIGHT POLE, TYP, SEE

LIGHTING PLANS

(E) UNDERGROUND UTILITY

TUNNEL TO REMAIN, TYP

LIGHTPOLE, SEE

LIGHTING PLANS

EXISTING CONCRETE PAVING TO REMAIN

CONCRETE PAVING TYPE 1 (INTEGRAL COLOR)

SEE DETAIL 1/LP5.1.1

CONCRETE PAVING TYPE 2 (STANDARD GRAY)

SEE DETAIL 1/LP5.1.1

CONCRETE PAVING TYPE 1 VEHICULAR

SEE DETAIL 1/LP5.1.1

CONCRETE UNIT PAVERS

SEE DETAIL 3/LP5.1.1

MULCH, SEE SPECS

STONE VENEER WALL

SEE DETAIL 1/LP5.1.3

STONE VENEER ON SHADE STRUCTURE BASE WALL

SEE DETAIL 2/LP5.1.3

SURFACE MOUNT BENCH, SEE SPECS

SEE DETAIL 9/LP5.1.1

METAL HEADER

SEE DETAIL 5/LP6.2.1

EXPANSION JOINT (EJ)

(E) AREA DRAIN TO REMAIN

(N) AREA DRAIN

(N) LIGHT POLE

(N) TRASH CAN (OFCI)

MANHOLE, S.C.D.

LEGEND

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

CONSTRUCTION PLAN

AREA B

LP1.1.2

0 5 10 20 30

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

L I M

O R

(E) RECREATIONAL

THERAPY BLDG

(E) AQUATIC

THERAPY BLDG

L D

LIMIT OF WORK

LP2.1.2

MATCHLINE - REFER TO LP1.1.2

PA PA

STONE VENEER WALL

(E) 12" CONC MOW BAND

TO REMAIN

(E) OVERHEAD ARCHITECTURAL

CANOPY, TYP, TO REMAIN

(E) STEAM TUNNEL & VAULT,

PROTECT IN PLACE, TYP

(E) CANOPY STRUCTURE, TYP,

TO REMAIN

(E) WALKWAY TO REMAIN

(E) WALKWAY TO REMAIN, TYP

REFERENCE LINE FOR

PLANTING LAYOUT, TYP

(E) WALKWAY TO

REMAIN, TYP

(E) WALKWAY TO REMAIN

(N) TREES, TYP, SEE

PLANTING PLANS

CONCRETE UNIT PAVERS, TYP

STONE VENEER WALL

PAPA

STONE VENEER WALL, TYP

SURFACE MOUNT

BENCH, CFCI, TYP, FOR

SURFACE MOUINTING

SEE DETAIL 9/ LP5.1.1

DIRECTIONAL SIGNAGE, SAD

LP5.1.1

LP5.1.3

CONCRETE

CURB WALL

LP5.1.2

EJ, TYP

SJ, TYP

DIRECTIONAL

SIGNAGE, SAD

PIP CONCRETE

PAVING TYPE 1, TYP

LP5.1.1

PIP CONCRETE

PAVING TYPE 1

VEHICULAR, TYP

LP5.1.1

(N) TRASH RECEPTICLE,

OFCI, TYP

LP5.1.3

LIGHT POLE, TYP, SEE

LIGHTING PLANS

DIRECTIONAL

SIGNAGE,

SAD

EXISTING CONCRETE PAVING TO REMAIN

CONCRETE PAVING TYPE 1 (INTEGRAL COLOR)

SEE DETAIL 1/LP5.1.1

CONCRETE PAVING TYPE 2 (STANDARD GRAY)

SEE DETAIL 1/LP5.1.1

CONCRETE PAVING TYPE 1 VEHICULAR

SEE DETAIL 1/LP5.1.1

CONCRETE UNIT PAVERS

SEE DETAIL 3/LP5.1.1

MULCH, SEE SPECS

STONE VENEER WALL

SEE DETAIL 1/LP5.1.3

STONE VENEER ON SHADE STRUCTURE BASE WALL

SEE DETAIL 2/LP5.1.3

SURFACE MOUNT BENCH, SEE SPECS

SEE DETAIL 9/LP5.1.1

METAL HEADER

SEE DETAIL 5/LP6.2.1

EXPANSION JOINT (EJ)

(E) AREA DRAIN TO REMAIN

(N) AREA DRAIN

(N) LIGHT POLE

(N) TRASH CAN (OFCI)

MANHOLE, S.C.D.

LEGEND

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

CONSTRUCTION PLAN

AREA C

LP1.1.3

0 5 10 20 30

AutoCAD SHX Text

FDC

AutoCAD SHX Text

PIV

AutoCAD SHX Text

FDC

AutoCAD SHX Text

PIV

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

EXISTING OAK TREE, TO

REMAIN

SHADE CANOPY STRUCTURE

BEYOND, S.A.D.

CONCRETE UNIT PAVERS

MULCH

CONCRETE UNIT PAVERS

LP5.1.1

EXISTING CONC. SEAT

STEPS TO REMAIN

KNIGHT BENCH, OFCI, REFER TO

DETAIL 7/L5.1.1 FOR MOUNTING

PIP CONCRETE PAVING

TYPE 1

STONE VENEER WALL, BEYOND

SHADE CANOPY STRUCTURE

BEYOND, S.A.D.

SHADE CANOPY BASE

WALL, BEYOND

STONE VENEER WALL

BEYOND

STONE VENEER WALL

BEYOND

SLOT DRAIN AT (E) STEPS

LP5.1.2

LP5.1.1

SLOT DRAIN

LP5.1.2

LP5.1.1

EXISTING OAK TREE,

TO REMAIN

PIP CONCRETE PAVING

TYPE 1

LP5.1.1

DINING FURNITURE, OFOI

SHADE CANOPY STRUCTURE, SAD

ALTERNATIVE STONE VENEER DETAIL

AT CANOPY BASE WALL

CONCRETE UNIT PAVERS

LP5.1.1

MOVEABLE FURNITURE,

OFOI

MULCH CONCRETE UNIT PAVERS

LP5.1.1

MOVEABLE

FURNITURE

(E) OAK TREE TO REMAIN

SURFACE MOUNT

BENCHES, BEYOND

(E) STAIRS AND SEATING

TERRACE BEYOND

LP5.1.3

STONE VENEER WALL

LP5.1.3

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

SITE SECTIONS

LP2.1.1

SECTION-ELEVATION: SEATING AREA AROUND (E) OAK TREE, LOOKING NORTH

SCALE: 1/4 IN = 1 FT

SECTION-ELEVATION: SEATING AREA AROUND (E) OAK TREE, LOOKING WEST

SCALE: 1/4 IN = 1 FT

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

Civil

C8.2

Landscape

Sheets and Views

1 LP0.1.1_Notes - LP0.1.1

9 LP0.1.2_Overall_Site_Plan - Layout1

10 LP1.1.1_Construction_Plan_A_ - Layout1

11 LP1.1.2_Construction_Plan_B - Layout1

13 LP1.1.3_Construction_Plan_C - Layout1

File details come from the government source that posted it.