Loading Dock.pdf

DA

TA 12

CR

PP

G

12 1312.6

AE1.1.1032

SERVICE YARD

UP

1'

- 0

6"

18' - 6"

6' - 10" 11' - 8"

7'

- 0

DN

0"

7'

- 5

HAZARDOUS MATERIALS

STORAGE SHED

DN

DN

AE1.1.11

AE1.1.11

AE1.1.12

AE1.1.11

AE1.1.11

AE1.1.10

AE1.1.10

AE1.1.10

AE1.1.10

0" 5'

- 0

0"

1.301.30 1.25 1.25 1.25

1.01

1.37

1.23

1.23

1.38

1.38

1.31

1.31

AE1.1.10

1'-

6T

1" 5'-

6"

1.28

AE1.1.11

1.41

TYP

1.42

TYP

1.43

TYP

TYP

AE1.1.1236

AE1.1.12

AE4.3.13

SL

OP

E ½

SL

OP

E ½

AE5.6.0

1.38

1.22

1.26

1.261.22

1.22

1.46

1.46

1.46

1.22 1.261.22

1.26

1.39

1.39

1.39

1.39

1.39

TYP

5'

- 2

RA

M

P

UP

SL

OP

E 1:

RA

M

P

UP

SL

OP

E 1:

RA

M P

UP

SL

OP

E

1:

4'

- 0

G2

AE5.6.0

TYP

EQ EQ

EQ EQ

1.47

EQ EQ

1.48

1'

- 0

1.48

LOADING

DOCK

1-600

ANIMAL

ELEVATOR

LOBBY

1-530

EMS

RECEIVING

1-501

ANIMAL

ELEVATOR

A01

6"

2' - 1"

90' - 4"

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

1.401.40 1.401.40

AE1.1.10

TYP

1.49

4' - 2"

7'

- 0

6" 4'

- 0

'-0

1'

- 0

1.50

1.50

1.521.52

1.531.53

1.541.54

1.53

6'-10" 18'-8"

STAIR 5

1-ST5

A1

A

B

C

F

G

D

E

F.6

UTILITY YARD

ALIGN

6' - 5"

ALIGN

31' - 10"

AE1.1.11

AE1.1.11

1.35

1.32

1.32

1.35

1.34

1.36

1.36

G1

A1

2K

TYP

SL

OP

E ½

1.45

1.39

1.39

1.39

1.39

1.39

1.31

TYP

1.31

TYP

TYP

1.37

AE1.1.11

SIM

5'

- 0

2' - 1"

2' - 1"

CYLINDER

STORAGE

1-507

STORAGE

1-506

LOADING

DOCK

1-600

ANIMAL

ELEVATOR

LOBBY

1-530

17'-8 1/2" 12'-0"

0" 1'

- 4

20'-6" 12'-0"

'-0

'-4

4' - 5"

1.50

1.511.51

1.51

1.521.52

1.531.53

1.221.22

1.54

TYP

1.54

TYP

4'-0"

4'- 0"

6'-0"

4"

EQ EQ

GRAPHIC SCALE:

0'

1/8" = 1'-0"

8' 8' 16'

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroupjjr.com

The Design Partnership LLP Architects + Planners

1629 TELEGRAPH AVE, #500

OAKLAND, CA 94612

T 415.777.3737 F 415.777.3476 www.dpsf.com Department of

Veterans Affairs

SHEET NOTES

Associate Architect:

PR

IN

TE

D

ON

KEYPLAN

A

B

D

E C

F

TRUE NORTH

PROJ. NORTH

FULLY SPRINKLERED

8/

/2

:4 7:

A

M

SERVICE YARD AND UTILITY

YARD ENLARGED PLANS

AE1.1.3

JG/DJ CKY30 JULY 2015

RESEARCH AND VMU

640-424

SCALE: 1/8" = 1'-0"30 SERVICE YARD - ENLARGED PLAN

SCALE: 1/8" = 1'-0"42 UTILITY YARD - ENLARGED PLAN

1.01 TRENCH DRAIN, SCD

1.22 VEHICULAR CONCRETE. SCD

1.23 ACTIVE ANTI-RAM VEHICLE GATE. SCD

1.25 4" WIDE WHITE STRIPE, SCD

1.26 ASPHALT PAVEMENT, SCD

1.28 FACE OF CONC WALL AT LOADING DOCK

1.30 STL CHANNEL TRACK FOR WASTE BEDDING DISPOSAL UNIT

1.31 PLANTING GREEN SCREEN ANCHORED TO ARCHITECTURAL

CONCRETE WALL, TYP, SLD

1.32 12'-0" X 12'-0" CONCRETE SLAB WITH 8'-0" TALL WIRE MESH

FENCE ENCLOSURE WITH POST SUPPORTS. WIRE MESH

FENCE TO BE 8'-0" HIGH ON ALL FOUR SIDES. PROVIDE A 4'-0"

CLEAR OPENING LOCKABLE SWING GATE WHERE SHOWN.

TWO SUCH CONDITIONS IN UTILITY YARD.

1.34 ELECTRICAL PANEL MOUNTED ON CONC WALL, SED

1.35 OUTLINE OF MICROBULK TANK SHOWN FOR REFERENCE

ONLY, NIC

1.36 BOLLARD, TYP, SCD

1.37 EMERGENCY SHOWER AND EYE AND FACE WASH, SPD

1.38 REFUSE BINS SHOWN FOR REFERENCE ONLY, NIC

1.39 SEALED ARCHITECTURAL CONCRETE WALL, SSD

1.40 LAMINATED DOCK BUMPER, 10" HIGH X 24" WIDE, TYP

1.41 WHEEL STOP, TYP, SCD

1.42 4" WIDE WHITE STRIPE, SCD

1.43 4" WIDE WHITE STRIPE, 3'-0" OC, SCD

1.45 CONC STAIR WITH STAINLESS STEEL RAILING, SLD

1.46 HOUSEKEEPING PAD, RAMP, AND PORTION OF CONC SLAB

SOUTH OF HOUSEKEEPING PAD, SSD

1.47 GOOSENECK PEDESTAL TO MOUNT CARD READER, CAMERA,

SCREEN, AND INTERCOM TO, ON DRIVER SIDE, SEE

SECURITY DRAWINGS

1.48 REINFORCED CONC MAT ON GRADE, SSD

1.49 WIRE MESH FENCE ENCLOSURE WITH POST SUPPORTS

1.50 CURB RAMP, SCD

1.51 EDGE OF ASPHALT PAVEMENT, SCD

1.52 12" WIDE WHITE STRIPE, SCD

1.53 PLANTING, SLD

1.54 SIDEWALK, SLD

KEYNOTES

1. CIVIL AND LANDSCAPE WORK SHOWN FOR REFERENCE AND ORIENTATION.

SEE CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION RELATED TO

THE RESPECTIVE DISCIPLINES.

vhapalcheyed Length Measurement 35'-0" vhapalcheyed Line vhapalcheyed Callout

APPROXIMATE LOCATION OF GUARD RAIL

AE1.1.10

1202 SF

LOADING

DOCK

1-600

AE1.1.10

UP

1'

- 1

UPRAMP UP

SLOPE 1:12

RAMP UP

SLOPE 1:12

24' - 0"5' - 0"27' - 0"

1.27

1.39

N

LEVEL 1

0"

LEVEL 2

16' - 0"

FINISH FLOOR AT

LOADING DOCK

TO CONC WALL

8' - 0"

AE1.1.10 1' - 0"

1' - 0"

2'

- 1

0"

2'

- 1

0"

6"

4' - 0" MAX

1.39

AE1.1.10

TYP

TY

P

2'-

1.57 1.56

1.55

LEVEL 1

0"

LEVEL 2

16' - 0"

TO CONC WALL

8' - 0"

FINISH GRADE

SCD

AE1.1.10

1' - 0"

1' - 0"

3"

AE1.1.10

1.39

LANDING

-1' - 10 1/2"

1.57

TYP

1.221.59

LEVEL 1

0"

CONC FOUNDATION, SSD

CONC WALL, SSD

VEHICULAR CONC, SCD, SSD

HSS STL COLUMN, SSD

SLOPE TREADS

1% (1/8") TO DRAIN

6T @ 11" 5' - 6"

SOUTH EDGE OF

LOADING DOCK

TO CONC AT

VEHICULAR CONC

-4'-0"

3'

- 6

1' - 0"

2'

- 1

0" 1'

- 1 0"

1-1/2" OD PTD GALV

STL TUBE GUARDRAIL

1-1/2" OD PTD GALV

STL TUBE HANDRAIL

2'

- 1

0"

1' - 0" 11"

3"

4" 4"

4"

TYP

4"

EQ

R

IS

ER

S

4'

- 0

LEVEL 1

0"

VEHICULAR CONC

-4'-0"

VEHICULAR CONC,

SCD, SSD

CONC FOUNDATION, SSD

CONC WALL, SSD

CONC STAIR ON

GRADE, SSD

11" 1' - 0"

1' - 0"

2'

- 1

0"

2'

- 1

0"

SLOPE TREADS 1% (1/8") TO DRAIN

1-1/2" OD PTD GALV STL

HANDRAIL W/ WALL MOUNTED

SUPPORT AT 48" OC MAX

CONC WALL, SSD

6T @ 11" 5' - 6"

EQ

R

IS

ER

S

4'

- 0

2'

- 1

0"

AE1.1.10

TYP

LEVEL 1

0"

12 33

AE1.1.10

6"

VEHICULAR

CONC, SCD, SSD

GRADE BEAM, SSD

6" CONC WALL, SSD

6" SOG, SSD

STL PIPE

SLEEVE, SSD

2'

- 1

0" 2'

- 1

0"

3'

- 6

/4

" PLANTING, SLD

1/

4"

1.571.571.39 1.58

MAX

4"

MAX

4' - 0"

1-1/2" OD PTD GALVANIZED

STL TOP RAIL AND POSTS

3/4" OD PTD GALVANIZED

STL BALUSTERS

CONC CURB AT

RAMP, SSD

CONC RAMP

BEYOND

STL PIPE SLEEVE,

SSD

3'- 6"

L4x4x3/8 CONTINUOUS

W/ WELDED HEADED

STUDS, SSD

LOADING DOCK

CONC SLAB ON

GRADE, SSD

VEHICULAR CONC, SCD

FINISH GRADE, SCD

LAMINATED DOCK

BUMPER

6"

5/8"Ø SST EXPANSION ANCHOR W/ 4" MIN EFECTIVE

EMBED, 4 MIN PER BUMPER. DRILL THROUGH

CONTINUOUS ANGLE WHERE OCCURS FOR

INSTALLATION OF BUMPER ANCHORAGE. CONTRACTOR

TO COORDINATE LOCATIONS OF WELDED STUDS TO

AVOID CONFLICT WITH BUMPER ANCHORS.

M

IN3"

M

IN3"

1/4" 3"

R 1 1/4"

6"

1 1/2" OD PTD GALV

STEEL HANDRAIL

4" DIA X 1/4" STEEL

PLATE DRILL AND

COUNTERSINK TO

RECIEVE ANCHOR

BOLTS

5/8"

CONCRETE WALL

STEEL SPACER

TUBES @ EA SCREW

1 1/2" DIA PTD GALV STEEL PIPE

RAIL WELDED TO

BRACKET MOUNT

4" LONG X 3/16"

STL PLATE CURVED

TO SEAT RAIL

3/4" ROD

4" DIA X 1/4" STEEL PLATE DRILL

AND COUNTERSINK TO RECEIVE

3/8" DIA EXPANSION ANCHORS

EMBEDMENT 2 1/2"

3/ 4"

3/ 4"

4"

1 1/2"

3"

3"

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroupjjr.com

The Design Partnership LLP Architects + Planners

1629 TELEGRAPH AVE, #500

OAKLAND, CA 94612

T 415.777.3737 F 415.777.3476 www.dpsf.com Department of

Veterans Affairs

SHEET NOTES

KEYNOTES

Associate Architect:

PR

IN

TE

D

ON

FULLY SPRINKLERED

8/

/2

:4 7:

A

M

SITE DETAILS

AE1.1.10

JG,DJ CKY30 JULY 2015

RESEARCH AND VMU

640-424

SCALE: 1/4" = 1'-0"34 RAMP AT LOADING DOCK - PLAN

SCALE: 1/4" = 1'-0"33 RAMP AT LOADING DOCK - SECTION

SCALE: 1/4" = 1'-0"32 RAMP AT LOADING DOCK - EAST ELEVATION

SCALE: 1/2" = 1'-0"54 STAIR #5 - SECTION AT DOCK

SCALE: 1/2" = 1'-0"52 STAIR #5 - SECTION AT CONC WALL

SCALE: 1/2" = 1'-0"44 RAMP AT LOADING DOCK - TYPICAL SECTION

SCALE: 1/2" = 1'-0"50 RAMP AT LOADING DOCK - TYP GUARDRAIL ELEVATION

1.22 VEHICULAR CONCRETE. SCD

1.27 GALVANIZED 1-1/2" OD STEEL HANDRAIL W/ WALL MOUNTED

SUPPORT AT 48" OC MAX

1.39 SEALED ARCHITECTURAL CONCRETE WALL, SSD

1.55 HANDRAIL BRACKET MOUNTED TO CONCRETE WALL, TYP

1.56 6" SLAB ON GRADE, SSD

1.57 1-1/2" DIA PTD GALV STEEL HANDRAIL

1.58 GALV STEEL GUARDRAIL

1.59 CONC CURB AT GUARDRAIL

SCALE: 3/4" = 1'-0"18 DOCK BUMPER

SCALE: 3" = 1'-0"35 CONC WALL MOUNTED HANDRAIL BRACKET - PLAN

SCALE: 3" = 1'-0"36 CONC WALL MTD HANDRAIL BRACKET - ELEVATION

SCALE: 3" = 1'-0"30 WALL MOUNTED HANDRAIL BRACKET - SECTION

vhapalcheyed Line vhapalcheyed Callout

APPROX. LOCATION OF GUARDRAIL