36C26118B0042-008.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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36C26118B0042 VAPA Canteen Bid Drawings (1)_Part6.pdf

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#4 REBAR 16" OC BOTH WAYS, CENTERED IN SLAB

3/8" EXPANSION JOINT (EJ) W/ TOOLED EDGE

CLASS 2 AGGREGATE BASE

PREPARE AND COMPACT

SUBGRADE PER GEOTECH

REPORT

PLANTING AREA, SEE PLANS, HOLD FG 1-1/2" BELOW

TOP OF PAVING AT TURF, HOLD FG 2" BELOW FG AT

PLANTING

SAWCUT SCORE JOINT (SJ), SEE DETAIL

6", TYP

CLR

SAWCUT DETAIL: NTS

SAWCUT SCORE JOINT

(SJ), 1/8" MAX.

1/4 SLAB THICKNESS

1/2 " x 24" STEEL DOWEL & SLEEVE, 36" O.C., MIN

2'-0"

FACE OF BUILDING

3/8" SEALED (CAULKED)

EXPANSION JOINT (EJ)

W/ TOOLED EDGE, SEE

DETAIL 4 / LP15.1.4

NOTES:

1. ADJACENT CONDITIONS

VARY, SEE PLANS AND

REFER TO ADDITIONAL

DETAILS AS REQ'D.

2. CONCRETE THICKNESS

TO BE 5" FOR

PEDESTRIAN AREAS, 7"

FOR VEHICULAR AREAS

SECTION

SEE

NOTE 3

Y P

MULCH LAYER (OR TURF)

NON-CORROSIVE ANCHOR

BOLT (PER MFG SPECS)

SURFACE MOUNT, SEE SITE

FURNISHINGS SPECS AND

MFG INSTALLATION

GUIDELINES

BENCH POST

CONCRETE PAVING

SECTION

LP5.1.1

THICKENED CONCRETE AT

BENCH POST

SECTION

NON-CORROSIVE ANCHOR

BOLT (PER MFG REC)

SURFACE MOUNT, SEE SITE

FURNISHINGS SPECS AND MFG

INSTALLATION GUIDELINES

BENCH POST

CONCRETE UNIT

PAVERS

LP5.1.1

EXTRA LONG BOLT

I N

A X

1/8" JOINT, USE SPACERS

PER PAVER MFR.

CONCRETE UNIT PAVERS

CONCRETE SUB-SLAB, #4 REBAR

AT 12" OC (BOTH WAYS)

PREPARE AND COMPACT

SUBGRADE PER GEOTECH REPORT

FACE OF (E) BUILDING OR OTHER STRUCTURE (WHERE APPLICABLE)

CUT PAVERS TO FIT 1/8" JOINT

SECTION

3/8" CAULKED EXPANSION

JOINT PER DETAIL 4 / LP5.1.4

1. ADJACENT CONDITIONS VARY, SEE PLANS AND REFER TO ADDITIONAL DETAILS AS NEEDED

2. MORTAR SET PAVERS IN PLACE WHERE TRASH RECEPTACLES ARE MOUNTED TO PAVING SURFACE

3. PROVIDE WEEP HOLES IN CONCRETE SUB SLAB FOR DRAINAGE. WEEP HOLES TO BE AT 12' FT O.C.

MAX, 6 FT MAX FROM EDGE OF PAVING. PROVIDE PVC PIPE AT WEEP HOLE AND COVER WITH FILTER

FABRIC

CLASS 2 AGGREGATE BASE

1" MAX SAND SETTING BED

PROVIDE DOWELED EXPANSION

JOINT AT 30' O.C. MAX

9", BOTH SIDES

1/2 " x 18" STEEL DOWEL & SLEEVE, 36" O.C., MIN

SECTION

(E) CONC. PAVING

CONCRETE PAVING

LP5.1.1

3/8" EXPANSION JOIN (EJ) W/ 1/4"

RADIUS TOOLED EDGE

6" MIN

ADJ PLANTING AREA, SEE PLANS,

HOLD FG 1-1/2" BELOW TOP OF

PAVING AT TURF, HOLD FG 2"

BELOW FG AT PLANTING

CONCRETE UNIT PAVERS

SECTION

LP5.1.1

1'-0"

MORTAR SET EDGE PAVERS IN

PLACE, COVER EXCESS MORTAR

W/ PLANTING MULCH

SECTION

CONCRETE PAVING

TYPE 1 & 2

FLUSH

CONCRETE UNIT PAVERS

LP5.1.1

1/2" x 18" STEEL DOWEL &

SLEEVE, 36" O.C. MIN

3/8" EXPANSION JOINT

LP5.1.1

SECTION

1'-0"

CONCRETE UNIT

PAVERS

LP5.1.1

(E) HANDRAIL TO REMAIN

CUT PAVERS TO FIT

CLEANLY AROUND POST

PROVIDE

THICKENED

CONCRETE

BASE

I N

NOTES:

1. CONTRACTOR TO CHIP OUT

(E) CONCRETE AROUND (E)

HANDRAIL POST, AVOID

DAMAGE TO HANDRAIL

2. MAINTAIN (E) HANDRAIL

LOCATION AND HEIGHT

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 DETAILS

LP5.1.1

CONCRETE PAVING TYPE 1 & 2

SCALE: 1 1/2 IN = 1 FT

CONCRETE UNIT PAVERS AT NEW CONC PAVING

SCALE: 1 1/2 IN = 1 FT

SURFACE MOUNT BENCH FOOTING AT CONC PAVING

SCALE: 1 1/2 IN = 1 FT

SURFACE MOUNT BENCH FOOTING AT CONC UNIT PAVERS

SCALE: 1 1/2 IN = 1 FT

CONCRETE PAVING AT (E) CONC PAVING

SCALE: 1 1/2 IN = 1 FT

CONCRETE UNIT PAVERS

SCALE: 1 1/2 IN = 1 FT

CONCRETE UNIT PAVERS AT PLANTING AREA

SCALE: 1 1/2 IN = 1 FT

NEW FOOTING AT (E) HANDRAIL

SCALE: 1 1/2 IN = 1 FT

NOT USED

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

ENLARGEMENT OF

SLOT OPENING

SECTION

ADJACENT CONDITION

VARIES, SEE PLAN

SLOT DRAIN ASSEMBLY,

PER MANUFACTURER

1/2" SLOT

WIDTH

ADJACENT CONDITION

VARIES, SEE PLAN

CONCRETE FOOTING

HOLD TOP OF SLOT

DRAIN 1/8" BELOW FG

SEE ENLARGEMENT

DETAIL

ADJ. CONDITION

VARIES, SEE PLANS

4" THICK MIN

CONCRETE

ENCASEMENT

ALL SIDES

NOTE:

1. SEE 8/LP5.1.2 FOR

SLOT DRAIN ACCESS

UNIT DETAIL

SLOT DRAIN

ASSEMBLY AND

DETAILS, S.C.D.

FILL GAP BETWEEN STONE AND

SLOT DRAIN WITH GROUT

MAX GAP WIDTH

LP5.1.3

STONE VENEER WALL

LP5.1.2

SLOT DRAIN

LP5.1.1

CONCRETE UNIT

PAVERS

STEEL DOWEL #4 REBAR 24" O.C.

SECTION

WET SET NON SHRINK

GROUT TO INFILL GAP

(E) CONCRETE STEPS

LP5.1.2

SLOT DRAIN

LP5.1.1

CONCRETE UNIT

PAVERS

PLACE RIBS OF SLOT DRAIN

DIRECTLY AGAINST (E) CONCRETE

WALL AND OMIT CONCRETE

ENCASEMENT ON (E) WALL SIDE

LP5.1.2

SLOT DRAIN AT

CONCRETE PAVERS

SECTION

HOLD FLUSH CONC

PAVING AND CONCRETE

UNIT PAVERS

LP5.1.2

SLOT DRAIN

LP5.1.1

CONCRETE PAVING

ADJ. CONDITION

VARIES, SEE PLANS

ADJ. PAVING

PER PLANS

PAVING EDGE

RESTRAINT,

PER SLOT

DRAIN MFR.

SLOT DRAIN ACCESS

UNIT COVER

SLOT DRAIN

INFILL ACCESS UNIT COVER W/ CONCRETE

PAVERS OR PIP CONCRETE TO MATCH ADJ.

PAVING. CONTINUE PAVING PATTERN OR SCORE

PATTER. CUT PAVERS TO FIT AS NEEDED

PLAN

SECTION

HOLD FLUSH CONC

PAVING AND CONCRETE

UNIT PAVERS

ADJ. PAVING VARIES,

SEE PLANS

ACCESS UNIT COVER

ASSEMBLY

SLOT DRAIN, REFER

TO APPROPRIATE

DETAIL PER PLANS

EDGE RESTRAINT,

PER MFR.

SECTION

HOLD FLUSH CONC PAVING AND

CONCRETE UNIT PAVERS

CONCRETE

PAVING

LP5.1.2

SLOT DRAIN

CONCRETE UNIT

PAVERS

MORTAR BED

USE 2.5" THICK PAVERS OVER

SLOT DRAIN ASSEMBLY

LP5.1.1

SECTION

ADJ. CONDITION

VARIES, SEE PLANS

HOLD TOP OF

MULCH 1/2" BELOW

TOP OF SLOT DRAIN

LP5.1.2

SLOT DRAIN

CONCRETE

CURB WALL

(E) STEAM VENT

& GRATE

3/8" CAULKED

JOINT BETWEEN

CONCRETE AND

STONE

PLAN

SCALE: 1/2" = 1' 0"

STONE WALL

CONCRETE

CURB WALL

EXISTING STEAM

VENT & GRATE

SECTION

SCALE: 1" = 1' 0"

ADJACENT

PLANTING AREA

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 DETAILS

LP5.1.2

SLOT DRAIN

SCALE: 1 1/2 IN = 1 FT

SLOT DRAIN AT (E) STEPS

SCALE: 1 1/2 IN = 1 FT

SLOT DRAIN AT STONE VENEER WALL

SCALE: 1 1/2 IN = 1 FT

SLOT DRAIN AT CONCRETE PAVING

SCALE: 1 1/2 IN = 1 FT

SLOT DRAIN ACCESS UNIT

SCALE: 1 1/2 IN = 1 FT

SLOT DRAIN AT CONCRETE UNIT PAVERS

SCALE: 1 1/2 IN = 1 FT

SLOT DRAIN AT PLANTING AREA

SCALE: 1 1/2 IN = 1 FT

NOT USED

CONCRETE CURB WALL

AS NOTED

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:

CAP VARIES,6"-24",

SEE NOTES

HOLD TOP OF WALL LEVEL, TYP, SEE

GRADING PLANS FOR TOW ELEVATIONS

ELEVATION

Y P

O R

T O

N E

A L L S

A N

O P

A S

FINISH

GRADE

STONE CAP 18" X 6" MIN. X

4" @ END CONDITION

NOTE: HOLD BACK CONCRETE

BASE WALL TO ALLOW FOR SOLID

BLOCK ENDS

TOP OF FOOTING / BOTTOM

OF STONE BELOW GRADE

EXTENT OF CONCRETE BACKING WALL

FOOTING BELOW GRADE

WHERE VENEER OCCURS

AT END CONDITION, FILL

VOIDS WITH GROUT

S E

R A

D I N

P L

A N

PLAN

STONE WITH SPLIT FACE FINISH ON

EXPOSED FACES AND SAWCUT

FINISH ON NON EXPOSED FACE

2" MIN. JOINT

OFFSET

SEE ALSO ALTERNATIVE DETAILS FOR STONE

WALLS AT CANOPY BASE, 2/LP5.1.3

STONE SOLID BLOCK AT END OF WALL, TYP

6" MIN, TYP

STONE CAP WITH SPLIT FACE FINISH

EXPOSED FACES AND SAWCUT FINSH

NON EXPOSED FACES

SCALE: 1-1/2" = 1' 0"

LIGHT FIXTURE, ALIGN SIDES AND

TOP EDGE WITH 1 UNIT STONE

VENEER, SEE LIGHTING PLANS FOR

LOCATION, SEE LIGHT FIXTURE

ENLARGEMENT DETAIL, 3 / LP5.1.3

SECTION

1'-6"

STONE CAP WITH SPLIT FACE FINISH

EXPOSED SIDES AND SAWCUT NON

EXPOSED SIDES.

STONE WITH SPLIT FACE FINISH AND

SAWCUT NON EXPOSED SIDES.

CONCRETE BACKING WALL

MASON TIES SPACED 24" O.C. MAX.

BOTH SIDES

PARGE COAT CONCRETE W/ NEAT

CEMENT OR EQUAL

" JOINT WITH GROUT - SEE

ENLARGEMENT

6" X 1/2" SS THREADED DOWL SET IN 1"

DRILL HOLE WITH CAULK, 2 PER STONE,

CENTERED, DIAGONALLY OFFSET, 3" CLEAR

FROM EDGE OF STONE, SEE NOTE 10.

10"

TYP.

STONE WALL

ELEVATION

LP5.1.3

ADJ CONDITION

VARIES, SEE PLANS

PREPARE AND COMPACT

SUBGRADE PER GEOTECH

REPORT, TYP

SCALE: 2" = 1' 0"

1'-6"

+/- 1'-6", 2' 6" MAX SEE GRADING

PLANS AND NOTE 9

#4 REBAR 12" O.C.

A X

Y P

3" CLR

TYP

#4 REBAR,

CONTINUOUS

ALONG WALL, TYP

TYPICAL AXON OF END OF WALL CONDITION

STONE SOLID

BLOCK, TYP

ENLARGEMENT SECTION OF WALL FACE

NOTES

1. MOCK-UPS REQUIRED PER SPECIFICATIONS

2. STONE SIZES FOR CAP PIECES TO BE 20% 24"

LONG, 50% 18" LONG, 20% 12" LONG,10% 6"

LONG, IN A VARIED PATTERN.

3. STONE SIZES FOR ALL OTHER PIECES TO BE

60% 18" LONG, 30% 12" LONG, AND 10% 6"

LONG, IN A VARIED PATTERN.

4. RECESSED GROUT JOINT, ALL GROUT TO BE

HELD 1" CLEAR FROM FRONT FACE OF WALL

AND TO BE HIDDEN FROM VIEW

5. JOINTS BETWEEN STONES TO BE 3/16" MAX

6. EXPOSED SURFACE OF STONE TO BE SPLIT

FACE NATURAL CLEFT OR HAND WORKED

FINISH. FLAT VERTICAL AND HORIZONTAL

PLANES TO BE HELD WITHIN 1/4" TOLERANCE

OF NOMINAL FACE AS DIMENSIONED IN

LAYOUT AND GRADING PLANS

7. MASON TIES AS SHOWN, SPACE 24" O.C. MAX.

8. STONE SHAPE TO BE RECTILINEAR

9. STEP DOWN FOOTING AND BOTTOM COURSE

OF STONE VENEER AS NEEDED TO

ACCOMODATE GRADING CONDITIONS. IF WALL

HEIGHT EXCEEDS 1' 9" ADD ONE ADDITIONAL

COURSE OF STONE VENEER AT BOTTOM.

10.WHERE STONE IS SUPPORTING ART

INSTALLATIONS SUBSTITUTE HILTI HY-150

MAX-SD ANDESHIVE FOR THE CAULKING.

PROVIDE MINIMUM OF 2 3/8" EMBED INTO

STONE AND CONCRETE. CONTRACTOR SHALL

COORDINATE WITH ARCHITECT AND ARTIST

HOLD

GROUT

BACK 1"

MIN.

3/16"

JOINT,

TYP.

GROUT

VARIES, ALIGN EDGE OF

CAPSTONE WITH EDGE

OF CANOPY POST

PLAN VIEW AT POST

EXTENT OF CONCRETE

BASE WALL

CUT

CAPSTONE

AROUND

POST FOR

CLEAN EDGE

CANOPY

POST, S.A.D

SCALE: 1-1/2" = 1' 0"

PLAN VIEW AT PLANTING AREA

EXTENT OF

CONCRETE

BASE WALL

VARIES, ALIGN EDGE OF

CAPSTONE WITH EDGE

OF CANOPY POST

SCALE: 1-1/2" = 1' 0"

PLANTING

AREA, S.A.D.

FOR

LOCATIONS

SPLIT FACE

FINISH

ELEVATION - AT END / CORNER CONDITION

V A

R I E

S E

N O

T E

6" MIN, TYP

EXTENT OF CONCRETE BASE WALL, CUT

END (OR CORNER) STONES TO ALLOW

GAP FOR CONCRETE BASE WALL

CANOPY POST WHERE

APPLICABLE, S.A.D

CONCRETE BASE WALL AND

FOOTING, S.A.D.

FINISH GRADE

SCALE: 1-1/2" = 1' 0"

WEEP HOLE, SEE FINE GRADING

PLAN FOR LOCATIONS

2", TYP

2" MULCH LAYER

WIRE MESH

SCREEN, S.A.D.

6" X 1/2" SS THREADED

DOWL SET IN 1" DRILL

HOLE WITH CAULK, 2

PER STONE, CENTERED,

DIAGONALLY OFFSET, 3"

CLEAR FROM EDGE OF

STONE

4" DIAM. PERF PIPE,

CONNECT TO STORM

DRAIN, SEE CIVIL

CONCRETE BASE

WALL AND FOOTING,

S.A.D.

RAISED PLANTER

BACKFILL MIX

3/4" DRAIN ROCK

FILTER FABRIC

ADJ

CONDITION

VARIES,

SEE PLANS

HOLD BACK

GROUT 3/4" AT

JOINTS

2'-2"

E E

G R

A D

I N

L A

N S

MASON TIES

SECTION

SCALE: 2" = 1' 0"

WEEP HOLE, SEE ENLARGEMENT

DETAIL AND FINE GRADING PLAN

FOR LOCATIONS, SEE NOTE 2

DAM-

PROOFING

PER

SPECS,

TYP

NOTES

1. REFER TO STONE VENEER

WALL FOR ALL DETAILS

EXCEPT AS NOTED

2. SQUARE WEEP HOLE

OPENING IN STONE SHALL

MATCH INNER DIMENSION OF

PVC PIPING

SECTION: WEEP HOLE ENLARGEMENT

SCALE: 3" = 1' 0"

ADJ PAVING

HOLD BACK END OF

PVC BEHIND STONE

VENEER

4" SQUARE PVC PIPE

STONE VENEER

EDGE BEYOND

ALLOW SUFFICIENT SPACE

FOR LIGHT, CASING, AND

CONDUIT CONNECTION

BLOCK-OUT CONCRETE AS

NEEDED

RECESSED WALL LIGHT

FIXTURE, PER LIGHTING

PLANS

SECTION

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 DETAILS

LP5.1.3

STONE VENEER WALL

SCALE: AS NOTED

ALTERNATIVE STONE VENEER DETAILS AT CANOPY BASE WALLS

SCALE: AS NOTED

LIGHT FIXTURE IN STONE WALL

SCALE: 3" = 1' 0"

NOT USED

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:

CONCRETE UNIT PAVERS

CONCRETE SUB-SLAB, PROVIDE

EXTRA #4 REBAR AT 6" OC BOTH

WAYS

NON-COMPACTED SUB-GRADE,

AVOID DAMAGE TO TREE ROOTS

WHEN PREPARING BASE

SECTION

NOTES :

1. EXCEPT AS NOTED, ALL ELEMENTS SHALL

BE SIMILAR TO CONCRETE UNIT PAVERS

PER DETAIL 3, LP5.1.1

2. PROVIDE MORTARED EDGE AT MULCHED

AREA PER DETAIL 4, LP5.1.1

1" MAX SAND SETTING BED

EXTEND EXTRA REBAR 18" BEYOND EDGE OF TRANSITION

TO TYPICAL CONCRETE PAVER INSTALLATION

1'-6"

CONCRETE UNIT PAVERS1

LP5.1.1

PREMOLDED EXPANSION

JOINT - CUT BACK AS

REQUIRED AFTER POUR

BUILDING FOUNDATION

BACKING ROD

TOOLED EDGE, 1/8" R MAX

CAULKING

3/8"

NOTES :

1. CAULKING SHALL BE COLORED

TO MATCH ADJACENT PAVING

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MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

CONSTRUCTION DETAILS

NOT USED

LP5.1.4

NOT USED

CONCRETE PAVERS AT OAK TREE

SCALE: 1 1/2 IN = 1 FT

CAULKED EXPANSION JOINT

SCALE: 1 1/2 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:

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

ANE HYB109

ANE HYB154

WOO FIM71

WOO FIM120

COL ALB64

WOO FIM161

LIR SPI388

CHO TEC71

ROS ICE135

CHO TEC36

COL ALB82

TURF2922 SF

LIR SPI321

WOO FIM41

GIN BIL4

(E) TREE TO REMAIN, TYP

MAG SOL2

WOO FIM92

LIR SPI139

SOL HET16

CHO TEC24

CHO TEC43

LIR SPI302

CAR BET2

CLY CAL7

CHO TEC136TEU FRU119

CAR BET6

AZA MIC4

AZA MIC2

CLY CAL7

CLY CAL20

CLY CAL5

ANE HYB213

640-12-124P

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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

PLANTING PLAN

AREA A

LP6.1.1

0 5 10 20 30

* SEE SHEET LP6.1.2 FOR

PLANTING LEGEND AND NOTES

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BFP

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:

O R

(E) BLDG 100

(E) AQUATIC

THERAPY BLDG

W O

R K

COL ALB145

GIN BIL7

(E) TREE TO REMAIN, TYP

MATCHLINE - REFER TO LP6.1.3

ANE SEP353

COL ALB53

VER LIL85

TO MATCH (E) ADJ

(E) ROSES TO REMAIN, TYP

GIN BIL3

(E) TREE RELOCATED

(E) TREE TO REMAIN, TYP

CEA JOY14

COL ALB35

(E) TREE RELOCATED

COL ALB81

MATCHLINE - REFER TO LP6.1.1

NOTES:

1. PLANT QUANTITIES PROVIDED FOR ESTIMATES ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES PROVIDED.

2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND NOTIFY OWNERS REPRESENTATIVE OF ANY CONFLICTS OR DISCREPANCIES THAT AFFECT

THE PLANTING DESIGN INTENT.

3. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR PLANTING LAYOUT APPROVAL PRIOR TO INSTALLATION.

5. REPLACE ALL (E) PLANTS DAMAGED DURING CONSTRUCTION.

6. SEE PLANTING DETAILS AND SPECIFICATIONS FOR ROOT BARRIER REQUIREMENTS.

PLANTING LEGEND

TREES

SHRUBS

GROUND COVERS & VINES

OTHER

TURF

3 ACE RUB Acer rubrum 'Red Sunset' Red Maple PER PLAN 36" BOX 60' 40'

8 CAR BET Carpinus betulus 'Frans Fontaine' Upright European Hormbeam PER PLAN 24" BOX 35' 15'

14 MAG SOL Magnolia X soulangeana Saucer Magnolia PER PLAN 36" BOX 25' 25'

14 GIN BIL Ginkgo biloba 'Fastigiata' Columnar Ginkgo PER PLAN 36" BOX 40' 15'

2 PIS CHI Pistache chinensis Chinese Pistache PER PLAN 36" BOX 60' 60'

4 QUE AGR Quercus agrifolia Coast Live Oak PER PLAN 36" BOX 70' 70'

353 ANE STR Anemone x hybrida 'September Charm' Japanese Anemone 16" O.C. 1 GAL 2-4' 2'

6 AZA MIC Azara microphylla Boxleaf Azara 6' O.C. 5 GAL 12-18' 8-12'

14 CEA JOY Ceanothus 'Joyce Coulter' Wild Lilac 7' O.C. 5 GAL 2-5' 10-12'

876 CHO TEC Chondropetalum tectorum Small Cape Rush 24" O.C. 5 GAL 2-3' 3-4'

607 COL ALB Coleonema album White Breath of Heaven 3" O.C. 5 GAL 5' 5'

475 PHY VIR Physostegia virginiana 'Bouquet Rose' False Dragonhead 24" O.C. 1 GAL 4' 3'

459 ROS ICE Rosa 'Iceberg' White Shrub Rose 30" O.C. 5 GAL 4-6' 3-5'

16 SOL HET Sollya heterophylla Australian Bluebell Creeper 36" O.C. 5 GAL 2-3' 4-5'

485 WOO FIM Woodwardia fimbriata Giant Chain Fern 24" O.C. 5 GAL 4-5' 3'

QTY SYMBOL ABBR SCIENTIFIC NAME COMMON NAME SPACING SIZE HEIGHT SPREAD

39 CLY CAL Clytostoma callistegioides Violet Trumpet Vine 16" O.C. 1 GAL 10-20' spreading

449 TEU FRU Teucrium fruticans 'Compactum' Bush Germander 30" O.C. 5 GAL 3' 3'

2641 LIR SPI Liriope spicata Creeping Lilyturf 12" O.C. 1 GAL 12-18" 12-18"

740 SF SED ALB Sedum album Stonecrop 12" O.C. FLAT 2-6" spreading

QTY SYMBOL ABBR ITEM NOTES

QTY SYMBOL ABBR SCIENTIFIC NAME COMMON NAME SPACING SIZE HEIGHT SPREAD

4,124 SF TURF Turf Turf -- -- -- --

567 SF MULCH Wood Mulch See Specs.

1925 SF (E) PA Existing Planting Area to Remain

802 VER LIL Verbena lilacina 'De La Mina' Cedros Island Verbena 16" O.C. 1 GAL 1' 3'

1350 ANE HYB Anemone x hybrida 'Honorine Jobert' Japanese Anemone 16" O.C. 1 GAL 2-4' 2'

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

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A R C H I T E C T S

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MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

PLANTING PLAN

AREA B

LP6.1.2

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

PHY VIR52

ANE HYB187

VER LIL145

CHO TEC88

ANE HYB240

TEU FRU89

VER LIL302

PHY VIR176

ANE HYB112

ROS ICE70

CHO TEC110

COL ALB35

TURF502 SF

ROS ICE75

COL ALB58

PHY VIR125

SED ALB208 SF

SED ALB364 SF

PHY VIR121

CHO TEC69

COL ALB53

TURF700 SF

CHO TEC173

ANE HYB316

ROS ICE77

VER LIL36

QUE AGR4

MAG SOL3

MAG SOL4

ACE RUB3

M A

T C

H L I N

E F

L P

CHO TEC89

VER LIL133

CHO TEC39

LIR SPI440

VER LIL101

LIR SPI669

SED ALB168 SF

ROS ICE102

LIR SPI308

MAG SOL2

MAG SOL1

MAG SOL2

TEU FRU75

ANE HYB39

TEU FRU166

LIR SPI306

LIR SPI150

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

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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

PLANTING PLAN

AREA C

LP6.1.3

0 5 10 20 30

* SEE SJEET LP6.1.2 FOR PLANTING

LEGEND AND NOTES

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:

2x RB WIDTH

O I N

E E

P E

D R

I V

N T

I L

S T

A B

L E

R O

O T

B A

L L

PLUMB

LODGEPOLE PINE STAKE, SIZE AS

SPECIFIED, SET UPWIND, TRIM OFF

EXCESS STAKE ABOVE TREE TIES AS

REQUIRED

24" MIN. LONG V.I.T. CINCH TREE TIE

OR APPROVED EQUAL, TWIST IN

FIGURE 8 PATTERN, NAIL @ BACK OF

STAKE W/ 1" GALV. ROOFING NAIL

SET ROOTCROWN 2" HIGHER THAN

SURROUNDING FINISH GRADE

MULCH AS SPECIFIED

6" HIGH BERM AT EDGE OF

CONTAINER, EXCEPT IN TURF AREAS

FERTILIZER TABLETS: 2'-3" BELOW

SURFACE, ADJACENT TO ROOTBALL,

SEE SPECS

BACKFILL MIX, AS SPECIFIED

EXCAVATE, LOOSEN BOTTOM OF

HOLE, REPLACE EXISTING SOIL &

SHIM WITH SOIL BELOW ROOTBALL

AS NECESSARY TO MAKE TRUNK

PLUMB, COMPACT SOIL BELOW

ROOTBALL TO 95%, NO BACKFILL

MIX UNDER ROOTBALL

3X WIDTH OF

ROOTBALL, MIN

E E

P E

H A

R O

O T

B A

SET ROOTBALL CROWN

" HIGHER

THAN FINISH GRADE

MULCH, AS SPECIFIED

6" HIGH BERM @ EDGE OF

CONTAINER

FERTILIZER TABLETS: 3" BELOW

SURFACE, ADJUST TO ROOTBALL

AMENDED SITE SOIL (SEE SPECS)

BACKFILL MIX, AS SPECIFIED

EXCAVATE, LOOSEN BOTTOM OF

HOLE, REPLACE EXISTING SOIL &

FOOT TAMP NO BACKFILL UNDER

ROOTBALL

NOTE: 6" BERM IS NOT REQUIRED IN

DRIP IRRIGATION AREAS

SEE PLANTING PLAN

2X WIDTH OF

ROOTBALL MIN

E E

P E

H A

R O

O T

B A

SET ROOT CROWN 1/2" HIGHER THAN

FINISH GRADE

MULCH-AS SPECIED

6" HIGH BERM @ EDGE OF

CONTAINER EXCEPT WHERE GRASS

IS PLANTED AS A GROUND COVER

FERTILIZER TABLETS: 2"-3" BELOW

SURFACE, ADJACENT TO ROOTBALL,

SEE SPEC

BACKFILL MIX, AS REQUIRED

EXCAVATE, LOOSEN BOTTOM OF

HOLE, REPLACE EXISTING SOIL AND

FOOT TAMP, NO AMMENDED

BACKFILL UNDER ROOTBALL

NOTE: 6" BERM IS NOT REQUIRED IN

NOTE:

ROOT BARRIERS TO BE CONTINUOUS AT

TREE WELLS AND INSTALLED AT WALKS &

CURBS WHERE TREES ARE LOCATED

WITHIN 6'-0" OF PAVING, FOR A DISTANCE

OF 8'-0" MIN. EACH SIDE OF TREE.

SEE LAYOUT PLAN FOR ADJACENT PAVING

MATERIAL

FINSH GRADE

SEE PLANTING SPECS.

INSTALL ROOT BARRIERS 1" BELOW FINISH

GRADE

DEEP ROOT BARRIER. SEE SPECS. PLACE

AGAINST CONC. WALK. (ROOT

DEFLECTORS TOWARDS TREE)

FG OF TURF AREA, TOP OF HEADER TO

BE 1" ABOVE FG OF TURF AREA

ALUMINUM HEADER, SEE SPECS

FG OF ADJ PA, TOP OF HEADER TO BE 1

ABOVE FG OF PA

COMPACTED SOIL ADJACENT TO

HEADER TO AVOID SETTLING

EQUAL

PLANTING

SPACING

CURB, WALK,

BUILDING, OR

PLANTING

EDGE

S P

A C

I N

G S

SECTION

V A

R I E

10"

PLANT BACKFILL PER SPECS

FILTER FABRIC

3/4" DRAIN MAT

(E) STEAM VAULT OR TUNNEL

#2 DRAIN ROCK

PROVIDE DRAIN POCKET ASSEMBLY AT

ALL EDGES OF STEAM VAULT/ TUNNEL

WHERE INDICATED ON PLANS

4" DIAM. PERF PIPE

SECTION

SCALE: 2" = 1' 0"

REMOVE NURSERY STAKE AND

SPREAD VINE OUT ALONG BASE OF

TRELLIS PANELS

#2 DRAIN ROCK

WIRE MESH TRELLIS

SCREEN, S.A.D.

SOIL MIX, AS SPECIFIED

STONE VENEER WALL

LP5.1.3

2" MULCH LAYER

ADJACENT PAVING

OPENING IN FOOTING, SEE

STRUCTURAL DETAIL

ROOT BALL PLACEMENT, PLANTING

HOLE, FERTILIZER, ETC. PER DETAIL

3 / LP6.2.1

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

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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

PLANTING DETAILS

LP6.2.1

TREE PLANTING

NTS

SHRUB PLANTING

NTS

ORNAMENTAL GRASS AND PERENNIAL PLANTING

NTS

ROOT BARRIER

NTS

METAL LANDSCAPE HEADER

NTS

GROUNDCOVER PLANTING

NTS

PLANTING OVER (E) STEAM VAULT/ TUNNEL

SCALE: 3/4"= 1'-0"

VINE PLANTING

SCALE: 3/4" = 1'-0"

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:

Landscape

Sheets and Views

23 LP5.1.1_Construction_Details - Layout1

24 LP5.1.2_Construction_Details - Layout1

25 LP5.1.3_Construction_Details - Layout1 (2)

26 LP5.1.4_Construction_Details - Layout1 (2)

27 LP6.1.1_Planting_Plan_A - LP6.1.1

28 LP6.1.2_Planting_Plan_B - LP6.1.2

File details come from the government source that posted it.