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ect n

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996

by:

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itec

ture

pl

anni

ng, l

td.

ther

e sha

ll be

no

devi

atio

n fro

m t

hese

draw

ings

or a

ny a

ccom

pany

ing s

peci

-fic

atio

ns w

ithou

t writ

ten

cons

ent o

f th

e arc

hite

ct

no.

date

revi

sion

sby

draw

n by

: gdb

date

7/2

/96

chec

ked b

y

appr

oved

by

chec

ked b

ych

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appr

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by

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by

date

date

date

date

date

date

4636

eas

t uni

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ity

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suit

e 25

0 p

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na 8

5034

(6

02)8

94-0

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diem

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tes

/ arc

hite

ctur

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ltd.

1

A N

EW F

ACI

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FOR

AD

VA

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ED

AU

TO

BO

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OR

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TD

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IFI T RE

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A

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7799

J. J

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18/

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NOT FOR CONSTRUCTIONOR RECORDING

P R E L IMINA R Y

S 89° 49' 00" W 342.00'

N 89° 25' 02" E 202.00'N 89° 25' 02" E 125.00'

S 0

0° 0

2' 5

8" E

185

.0'

N 0

0° 0

2' 5

8" W

2

00.0

'

SI T E PL A N 0' 10' 20' 40' 50'SC A L E : 1" = 20' NOR T H

P.P. P.P.

F.H.

140.00' 202.00'

EXISTING ADJACENT BUILDING

F.H.

N 44 ° 41' 0

2" E

21.31' .

CENTERLINE OF HARL AVE.

PROPERTY LINE

SITE SCREEN WALL (3'- 0" ABOVE TOP OF NEARESTPARKING GRADE)

PARKING AREA

TOP OF WALL BEYOND

WALL OF BUILDING

BLD'G F.F.

STREET CURB

114 SI T E SE C T I ON SC A L E : 1" = 20'

25'-1

0 1

/8"

24'-0

"

REFER TO CITY ENGINEERAPPROVED PLAN FOR SIZE,

LOCATION & DETAILS OFTRASH ENCLOSURE1

24'-0

"

16'-0" 23'-0" 16'-0" 18'-0" 23'-0" 18'-0"

15'-0

"14

4'-0

"41

'-0"

194'-0"2'25'- 0" 2'

25'-0

"

23'- 0"

18'-0

"23

'-0"

29'-1

1 7

/8"

19'-1

1 7

/8"

33'-0

"

30'-0"33'- 10"

30'-0"

30'-0" 16'- 4"

9'-2

"

8'-2

"

16'-0

"2'

5'

9'-11 7/8"

23'-0"

R.W.

7'-0" 14'-6" 8'-0" 8'-0"

21'- 4"15'-4"

15'-0

"

14 @

8'-

6" =

119

'- 0

"

12 @

8'-

6" =

102

'- 0

"8'

-0"

8'-0

"8'

- 0"

7 @ 8'- 6" = 59'- 6" 24 @ 8'- 6" = 204'- 0"

26'- 10"

10'-

0"

±13

@ 8

'- 6"

= 1

10'-

6"

17 @

8'-

6" =

144

'- 6

"10

'- 0

" ±

18'-7

7/8

"

12'-

0"

22'-

0"

10'-

8"

35'-

4"

10'-

8"

30'-

0"

24'- 0"

7'-4"

7'-4"

2'- 0"

14'-0"15'-0

"

32'- 4"

6'- 0"

11'-6"

93'- 0"

7'-4"

18'-0

"

8'-0"

14

14

24

MINERAL ROAD

HA

RL A

VE

7

DECORATIVEMASONRY WALLSEE DETAIL 115

14

18

GATE

REFUSE

GATE

/WALL

FUTURE PARKINGCOVER

NEW DRIVE

NEW DRIVE

4' ±

EXISTING WALL

8' P.U.E.

8' P

.U.E

.

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

BIKE RACK FORSEVEN (7) BIKES

EXIST. WALL

R.W

.

WALL

6" EXTRUDEDCONC. CURB, TYP.

6" EXTRUDEDCONC. CURB, TYP.

6" EXTRUDEDCONC. CURB, TYP.

1

2'-8

"

SINGLE SCOREC.M.U. EACH FACE

MORTAR CAP

111

8'-

0"

SINGLE SCOREC.M.U.

MORTAR CAP

115

SONORAC.M.U.

MATCH BUILDINGCOLOR, TYP.

116

8'-0

"8'

-0"

8'-

0"

16'-0" 2'-0"

8'-0"8'-0"14'- 6"

17'-1

1 7

/8"

PLAN

102 103

6 x 6 EXTRUDED CONCRETECURB W/ EXPOXY CEMENT

PAVING OVER A.B.C. BASE PER PLAN

6"

6"

PAVING OVER ABC BASEAS PER PLAN

#4 CONT. TOP & BOTTOM

5" CONC. SLAB ON 5" ABC

6"

8"6"

11 7

/8"

6"

4" CONC. WALK ON 4" A.B.C.

PAVING OVER A.B.C. PER PLAN

6" 6"

105

TOOLED EDGE

FINISHED GRADE

6 1/8"

8"

4" CONC. WALK ON 4" A.B.C.

104

8"

110 113

PAINTED 6" Ø STL. PIPEFILLED W/ CONC.

CONC. SLAB SEE PLAN FOR THICKNESS

CONC. FOOTING

1'-6"

3'-6

"2'

-6"

116

6'-0

"

8"

8'-0

"

8"

SONORA C.M.U. MASONRYBLOCK

SONORA C.M.U. MASONRYBLOCK

SINGLE SCORE C.M.U. MASONRYBLOCK

SINGLE SCORE C.M.U. MASONRYBLOCK

8 5/

8"

3" 3" 3" 3"

1" 1" 1"

1"

SONORA C.M.U. MASONRYBLOCK

1 1

FINISH GRADE, SEECIVIL DRAWINGSFOR GRADE ELEVATIONS

NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

106

107NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

STRIPING PERCITY REQ'MNTS

108

1086" EXTRUDED CONC. CURB, TYP.

4" CONC. SIDEWALK

104

ACCESSIBLE PARKING SPACESIGN PER DETAIL 109, TYP. OF 2

ACCESSIBLE PARKING SPACESIGN PER DETAIL 109, TYP. OF 2

STRIPING PERCITY REQ'MNTS

GATE WHEEL STOP,TYP.

C.M.U. SITE WALL

109

1"2"

2"6"

1"

1/2"

1"

1/2"

2 1/

4"

1 1/2"

1"

1/2"

1"

1/2"

1/2"

6" HIGHFIGURE

5 1/4" WIDE

1/8" BORDER

BLUE COPYWITH WHITEBACKGROU

ND POST IN GROUND

2'-

0"

1'- 0"

3/16"

108

3'-4"

3'-9

"

POURED IN PLACE CONC.

ANCHOR RACK PERMANUFACTURER INSTRUCTIONS

112

3' BICYCLE RACK - MODEL#MP-4106 AS MANUFACTUREDBY ARIZONA CORRECTIONALINDUSTRIES - ANCHOR TOCONCRETE SLAB

SEE PLAN

W.I. GATE W/ 5" WIDEMETAL SLATS AT 6"

O.C.

G AT E E L E VAT I O N

HEI

GH

T T

O M

ATC

H A

DJA

CEN

TM

ASO

NRY

WA

LL (8

'- 0

" TY

P.)

PICKETS 6" O.C.

5" WIDE METALSLATS 6" O.C.

PARTIAL ELEVATION

PLAN VIEW

2"

NOTE: O.C. SPACING IS APPROXIMATE SLATS AND PICKETS SHALL BE EQUALLY SPACED W/ 1" ± SPACE BETWEEN SLATS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DRAWINGS AND OR STRUCTURAL CALCULATIONS REQUIRED BY THE CITY OF TEMPE FOR BUILDING PERMIT

proj

ect n

o. 2

196

draw

ing

no.

of

copy

righ

t © 1

996

by:

diem

er

asso

ciat

es /

a rch

itec

ture

pl

anni

ng, l

td.

ther

e sha

ll be

no

devi

atio

n fro

m t

hese

draw

ings

or a

ny a

ccom

pany

ing s

peci

-fic

atio

ns w

ithou

t writ

ten

cons

ent o

f th

e arc

hite

ct

no.

date

revi

sion

sby

draw

n by

: gdb

date

7/2

/96

chec

ked b

y

appr

oved

by

chec

ked b

ych

ecke

d by

appr

oved

by

appr

oved

by

date

date

date

date

date

date

4636

eas

t uni

vers

ity

dr.,

suit

e 25

0 p

hoen

ix, a

rizo

na 8

5034

(6

02)8

94-0

888

diem

er

ass

ocia

tes

/ arc

hite

ctur

e p

lann

ing

ltd.

1

A N

EW F

ACI

LITY

FOR

AD

VA

NC

ED

AU

TO

BO

DY

BY

LG

E C

OR

PO

RA

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NSH

T.__

_ (_

____

)

TD

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SI GE R

TCETIH

CR

A C A,

NOZI

RA

U.S

.

IFI T RE

O.

NET

A

A.

C

7799

J. J

OS

EP

HD

IEM

ER

ign

ed

..S

etaD

....

18/

26/9

6ci

ty c

orre

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nsm

l

28/

26/9

6ow

ner r

evis

ions

ml

NOT FOR CONSTRUCTIONOR RECORDING

P R E L IMINA R Y

S 89° 49' 00" W 342.00'

N 89° 25' 02" E 202.00'N 89° 25' 02" E 125.00'

S 0

0° 0

2' 5

8" E

185

.0'

N 0

0° 0

2' 5

8" W

2

00.0

'

SI T E PL A N 0' 10' 20' 40' 50'SC A L E : 1" = 20' NOR T H

P.P. P.P.

F.H.

140.00' 202.00'

EXISTING ADJACENT BUILDING

F.H.

N 44 ° 41' 0

2" E

21.31' .

CENTERLINE OF HARL AVE.

PROPERTY LINE

SITE SCREEN WALL (3'- 0" ABOVE TOP OF NEARESTPARKING GRADE)

PARKING AREA

TOP OF WALL BEYOND

WALL OF BUILDING

BLD'G F.F.

STREET CURB

114 SI T E SE C T I ON SC A L E : 1" = 20'

25'-1

0 1

/8"

24'-0

"

REFER TO CITY ENGINEERAPPROVED PLAN FOR SIZE,

LOCATION & DETAILS OFTRASH ENCLOSURE1

24'-0

"

16'-0" 23'-0" 16'-0" 18'-0" 23'-0" 18'-0"

15'-0

"14

4'-0

"41

'-0"

194'-0"2'25'- 0" 2'

25'-0

"

23'- 0"

18'-0

"23

'-0"

29'-1

1 7

/8"

19'-1

1 7

/8"

33'-0

"

30'-0"33'- 10"

30'-0"

30'-0" 16'- 4"

9'-2

"

8'-2

"

16'-0

"2'

5'

9'-11 7/8"

23'-0"

R.W.

7'-0" 14'-6" 8'-0" 8'-0"

21'- 4"15'-4"15

'-0"

14 @

8'-

6" =

119

'- 0

"

12 @

8'-

6" =

102

'- 0

"8'

-0"

8'-0

"8'

- 0"

7 @ 8'- 6" = 59'- 6" 24 @ 8'- 6" = 204'- 0"

26'- 10"

10'-

0"

±13

@ 8

'- 6"

= 1

10'-

6"

17 @

8'-

6" =

144

'- 6

"10

'- 0

" ±

18'-7

7/8

"

12'-

0"

22'-

0"

10'-

8"

35'-

4"

10'-

8"

30'-

0"

24'- 0"

7'-4"

7'-4"

2'- 0"

14'-0"15'-0

"

32'- 4"

6'- 0"

11'-6"

93'- 0"

7'-4"

18'-0

"

8'-0"

14

14

24

MINERAL ROADH

ARL

AVE

7

DECORATIVEMASONRY WALLSEE DETAIL 115

14

18

GATE

REFUSE

GATE

/WALL

FUTURE PARKINGCOVER

NEW DRIVE

NEW DRIVE

4' ±

EXISTING WALL

8' P.U.E.

8' P

.U.E

.

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

BIKE RACK FORSEVEN (7) BIKES

EXIST. WALL

R.W

.

WALL

6" EXTRUDEDCONC. CURB, TYP.

6" EXTRUDEDCONC. CURB, TYP.

6" EXTRUDEDCONC. CURB, TYP.

1

2'-8

"

SINGLE SCOREC.M.U. EACH FACE

MORTAR CAP

111

8'-

0"

SINGLE SCOREC.M.U.

MORTAR CAP

115

SONORAC.M.U.

MATCH BUILDINGCOLOR, TYP.

116

8'-0

"8'

-0"

8'-

0"

16'-0" 2'-0"

8'-0"8'-0"14'- 6"

17'-1

1 7

/8"

PLAN

102 103

6 x 6 EXTRUDED CONCRETECURB W/ EXPOXY CEMENT

PAVING OVER A.B.C. BASE PER PLAN

6"

6"

PAVING OVER ABC BASEAS PER PLAN

#4 CONT. TOP & BOTTOM

5" CONC. SLAB ON 5" ABC

6"

8"6"

11 7

/8"

6"

4" CONC. WALK ON 4" A.B.C.

PAVING OVER A.B.C. PER PLAN

6" 6"

105

TOOLED EDGE

FINISHED GRADE

6 1/8"

8"

4" CONC. WALK ON 4" A.B.C.

104

8"

110 113

PAINTED 6" Ø STL. PIPEFILLED W/ CONC.

CONC. SLAB SEE PLAN FOR THICKNESS

CONC. FOOTING

1'-6"

3'-6

"2'

-6"

116

6'-0

"

8"

8'-0

"

8"

SONORA C.M.U. MASONRYBLOCK

SONORA C.M.U. MASONRYBLOCK

SINGLE SCORE C.M.U. MASONRYBLOCK

SINGLE SCORE C.M.U. MASONRYBLOCK

8 5/

8"

3" 3" 3" 3"

1" 1" 1"

1"

SONORA C.M.U. MASONRYBLOCK

1 1

FINISH GRADE, SEECIVIL DRAWINGSFOR GRADE ELEVATIONS

NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

106

107NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

STRIPING PERCITY REQ'MNTS

108

1086" EXTRUDED CONC. CURB, TYP.

4" CONC. SIDEWALK

104

ACCESSIBLE PARKING SPACESIGN PER DETAIL 109, TYP. OF 2

ACCESSIBLE PARKING SPACESIGN PER DETAIL 109, TYP. OF 2

STRIPING PERCITY REQ'MNTS

GATE WHEEL STOP,TYP.

C.M.U. SITE WALL

109

1"2"

2"6"

1"

1/2"

1"

1/2"

2 1/

4"

1 1/2"

1"

1/2"

1"

1/2"

1/2"

6" HIGHFIGURE

5 1/4" WIDE

1/8" BORDER

BLUE COPYWITH WHITEBACKGROU

ND POST IN GROUND

2'-

0"

1'- 0"

3/16"

108

3'-4"

3'-9

"

POURED IN PLACE CONC.

ANCHOR RACK PERMANUFACTURER INSTRUCTIONS

112

3' BICYCLE RACK - MODEL#MP-4106 AS MANUFACTUREDBY ARIZONA CORRECTIONALINDUSTRIES - ANCHOR TOCONCRETE SLAB

SEE PLAN

W.I. GATE W/ 5" WIDEMETAL SLATS AT 6"

O.C.

G AT E E L E VAT I O N

HEI

GH

T T

O M

ATC

H A

DJA

CEN

TM

ASO

NRY

WA

LL (8

'- 0

" TY

P.)

PICKETS 6" O.C.

5" WIDE METALSLATS 6" O.C.

PARTIAL ELEVATION

PLAN VIEW

2"

NOTE: O.C. SPACING IS APPROXIMATE SLATS AND PICKETS SHALL BE EQUALLY SPACED W/ 1" ± SPACE BETWEEN SLATS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DRAWINGS AND OR STRUCTURAL CALCULATIONS REQUIRED BY THE CITY OF TEMPE FOR BUILDING PERMIT

proj

ect n

o. 2

196

draw

ing

no.

of

copy

righ

t © 1

996

by:

diem

er

asso

ciat

es /

arch

itec

ture

pl

anni

ng, l

td.

ther

e sha

ll be

no

devi

atio

n fro

m t

hese

draw

ings

or a

ny a

ccom

pany

ing s

peci

-fic

atio

ns w

ithou

t writ

ten

cons

ent o

f th

e arc

hite

ct

no.

date

revi

sion

sby

draw

n by

: gdb

date

7/2

/96

chec

ked b

y

appr

oved

by

chec

ked b

ych

ecke

d by

appr

oved

by

appr

oved

by

date

date

date

date

date

date

4636

eas

t uni

vers

ity

dr.,

suit

e 25

0 p

hoen

ix, a

rizo

na 8

5034

(6

02)8

94-0

888

diem

er

ass

ocia

tes

/ arc

hite

ctur

e p

lann

ing

ltd.

1

A N

EW F

ACI

LITY

FOR

AD

VA

NC

ED

AU

TO

BO

DY

BY

LG

E C

OR

PO

RA

TIO

NSH

T.__

_ (_

____

)

TD

ER E

SI GE R

TCETIH

CR

A C A,

NOZI

RA

U.S

.

IFI T RE

O.

NET

A

A.

C

7799

J. J

OS

EP

HD

IEM

ER

ign

ed

..S

etaD

....

18/

26/9

6ci

ty c

orre

ctio

nsm

l

28/

26/9

6ow

ner r

evis

ions

ml

NOT FOR CONSTRUCTIONOR RECORDING

P R E L IMINA R Y

S 89° 49' 00" W 342.00'

N 89° 25' 02" E 202.00'N 89° 25' 02" E 125.00'

S 0

0° 0

2' 5

8" E

185

.0'

N 0

0° 0

2' 5

8" W

2

00.0

'

SI T E PL A N 0' 10' 20' 40' 50'SC A L E : 1" = 20' NOR T H

P.P. P.P.

F.H.

140.00' 202.00'

EXISTING ADJACENT BUILDING

F.H.

N 44 ° 41' 0

2" E

21.31' .

CENTERLINE OF HARL AVE.

PROPERTY LINE

SITE SCREEN WALL (3'- 0" ABOVE TOP OF NEARESTPARKING GRADE)

PARKING AREA

TOP OF WALL BEYOND

WALL OF BUILDING

BLD'G F.F.

STREET CURB

114 SI T E SE C T I ON SC A L E : 1" = 20'

25'-1

0 1

/8"

24'-0

"

REFER TO CITY ENGINEERAPPROVED PLAN FOR SIZE,

LOCATION & DETAILS OFTRASH ENCLOSURE1

24'-0

"

16'-0" 23'-0" 16'-0" 18'-0" 23'-0" 18'-0"

15'-0

"14

4'-0

"41

'-0"

194'-0"2'25'- 0" 2'

25'-0

"

23'- 0"

18'-0

"23

'-0"

29'-1

1 7

/8"

19'-1

1 7

/8"

33'-0

"

30'-0"33'- 10"

30'-0"

30'-0" 16'- 4"

9'-2

"

8'-2

"

16'-0

"2'

5'

9'-11 7/8"

23'-0"

R.W.

7'-0" 14'-6" 8'-0" 8'-0"

21'- 4"15'-4"

15'-0

"

14 @

8'-

6" =

119

'- 0

"

12 @

8'-

6" =

102

'- 0

"8'

-0"

8'-0

"8'

- 0"

7 @ 8'- 6" = 59'- 6" 24 @ 8'- 6" = 204'- 0"

26'- 10"

10'-

0"

±13

@ 8

'- 6"

= 1

10'-

6"

17 @

8'-

6" =

144

'- 6

"10

'- 0

" ±

18'-7

7/8

"

12'-

0"

22'-

0"

10'-

8"

35'-

4"

10'-

8"

30'-

0"

24'- 0"

7'-4"

7'-4"

2'- 0"

14'-0"15'-0

"

32'- 4"

6'- 0"

11'-6"

93'- 0"

7'-4"

18'-0

"

8'-0"

14

14

24

MINERAL ROAD

HA

RL A

VE

7

DECORATIVEMASONRY WALLSEE DETAIL 115

14

18

GATE

REFUSE

GATE

/WALL

FUTURE PARKINGCOVER

NEW DRIVE

NEW DRIVE

4' ±

EXISTING WALL

8' P.U.E.

8' P

.U.E

.

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

LANDSCAPE AREA

BIKE RACK FORSEVEN (7) BIKES

EXIST. WALL

R.W

.

WALL

6" EXTRUDEDCONC. CURB, TYP.

6" EXTRUDEDCONC. CURB, TYP.

6" EXTRUDEDCONC. CURB, TYP.

1

2'-8

"

SINGLE SCOREC.M.U. EACH FACE

MORTAR CAP

111

8'-

0"

SINGLE SCOREC.M.U.

MORTAR CAP

115

SONORAC.M.U.

MATCH BUILDINGCOLOR, TYP.

116

8'-0

"8'

-0"

8'-

0"

16'-0" 2'-0"

8'-0"8'-0"14'- 6"

17'-1

1 7

/8"

PLAN

102 103

6 x 6 EXTRUDED CONCRETECURB W/ EXPOXY CEMENT

PAVING OVER A.B.C. BASE PER PLAN

6"

6"

PAVING OVER ABC BASEAS PER PLAN

#4 CONT. TOP & BOTTOM

5" CONC. SLAB ON 5" ABC

6"

8"6"

11 7

/8"

6"

4" CONC. WALK ON 4" A.B.C.

PAVING OVER A.B.C. PER PLAN

6" 6"

105

TOOLED EDGE

FINISHED GRADE

6 1/8"

8"

4" CONC. WALK ON 4" A.B.C.

104

8"

110 113

PAINTED 6" Ø STL. PIPEFILLED W/ CONC.

CONC. SLAB SEE PLAN FOR THICKNESS

CONC. FOOTING

1'-6"

3'-6

"2'

-6"

116

6'-0

"

8"

8'-0

"

8"

SONORA C.M.U. MASONRYBLOCK

SONORA C.M.U. MASONRYBLOCK

SINGLE SCORE C.M.U. MASONRYBLOCK

SINGLE SCORE C.M.U. MASONRYBLOCK

8 5/

8"

3" 3" 3" 3"

1" 1" 1"

1"

SONORA C.M.U. MASONRYBLOCK

1 1

FINISH GRADE, SEECIVIL DRAWINGSFOR GRADE ELEVATIONS

NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

106

107NOTE:SURFACE SLOPES OF ACCESSIBLE PARKINGSPACES AND ACCESS AISLE SHALL NOT EXCEED1:50 OR 2% IN ALL DIRECTIONS

STRIPING PERCITY REQ'MNTS

108

1086" EXTRUDED CONC. CURB, TYP.

4" CONC. SIDEWALK

104

ACCESSIBLE PARKING SPACESIGN PER DETAIL 109, TYP. OF 2

ACCESSIBLE PARKING SPACESIGN PER DETAIL 109, TYP. OF 2

STRIPING PERCITY REQ'MNTS

GATE WHEEL STOP,TYP.

C.M.U. SITE WALL

109

1"2"

2"6"

1"

1/2"

1"

1/2"

2 1/

4"

1 1/2"

1"

1/2"

1"

1/2"

1/2"

6" HIGHFIGURE

5 1/4" WIDE

1/8" BORDER

BLUE COPYWITH WHITEBACKGROU

ND POST IN GROUND

2'-

0"

1'- 0"

3/16"

108

3'-4"

3'-9

"

POURED IN PLACE CONC.

ANCHOR RACK PERMANUFACTURER INSTRUCTIONS

112

3' BICYCLE RACK - MODEL#MP-4106 AS MANUFACTUREDBY ARIZONA CORRECTIONALINDUSTRIES - ANCHOR TOCONCRETE SLAB

SEE PLAN

W.I. GATE W/ 5" WIDEMETAL SLATS AT 6"

O.C.

G AT E E L E VAT I O N

HEI

GH

T T

O M

ATC

H A

DJA

CEN

TM

ASO

NRY

WA

LL (8

'- 0

" TY

P.)

PICKETS 6" O.C.

5" WIDE METALSLATS 6" O.C.

PARTIAL ELEVATION

PLAN VIEW

2"

NOTE: O.C. SPACING IS APPROXIMATE SLATS AND PICKETS SHALL BE EQUALLY SPACED W/ 1" ± SPACE BETWEEN SLATS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DRAWINGS AND OR STRUCTURAL CALCULATIONS REQUIRED BY THE CITY OF TEMPE FOR BUILDING PERMIT