concrete building sidewalk - see architectural …...acc kta/mem drawn by: reviewed by: ms...

EXISTING BUILDING

#1114 SOUTH MAIN STREET

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONC.

CONCRETE

CONCRETE CURB

CO

NC

RE

TE

C

UR

B

CONCRETE CURB

BUILDING HEIGHT

EL.=967.1

DOOR SILL &

GARAGE FLOOR

EL.=950.5

BUILDING HEIGHT

EL.=965.56

BUILDING

HEIGHT

EL.=966.7

BUILDING HEIGHT

EL.=974.0

FIRST FLOOR

EL.=950.50

CONC. WALL W/ RAIL

CO

NC

RE

TE

W

ALK

CO

NC

RE

TE

CONC. WALL

118.3 LF OF 10" HDPE

STORM @ 1.00%

PROPOSED STORM CB

RIM = 948.15

10" E=944.96

EXISTING

CATCH BASIN

RIM=948.52

10" NE=943.79 (EXISTING)

10" W=943.79 (PROPOSED)

PROPOSED

STRIPING(TYP.)

PROPOSED 18"

CONCRETE CURB

AND GUTTER

PROPOSED GREENSPACE/LANDSCAPE

PROPOSED RETAINING WALL WITH

FENCE. SEE ARCHITECTURAL &

STRUCTURAL PLANS FOR DETAILS

PROPOSED DOORSILL

ELE.=950.50

31.2'

30.2'

13.2'

10.8'

24.0'

30.1'

21.0'

19 PARKING STALLS

SANITARY

MANHOLE

RIM=942.35

8" N=932.05

8" S=932.06

8" W=933.84

INLET

RIM=941.70

24" N=937.40

15" SW=937.40

INLET

RIM=941.59

24" NE=936.94

24" S=937.40

STORM MANHOLE

RIM=942.29

15" NE=937.48

15" SW=937.88

12" W=937.68

S88°43'53"W

203.62'

PARCEL B

OUTLOT 1

CABRINI SUBDIVISION NO. 3

TAX KEY NO. 11192310427

DR

IV

E O

PE

NIN

G

15 PARKING STALLS

SANITARY

MANHOLE

RIM=947.20

8" SW=938.96

8" E=938.96

EX

IS

TIN

G R

IG

HT

-O

F-W

AY

LIN

E

PARCEL 2

C.S.M. NO. 4565

OVERHEAD ELECTRIC

"MCDONALD'S" SIGN

INLET

RIM=943.99

15" NE=938.47

15" S=938.88

INLET

RIM=946.26

12" N=942.51

N01°16'07"W

360.00'

19 P

AR

KIN

G S

TA

LLS

SANITARY

MANHOLE

RIM=957.95

8" W=944.99

8" NE=944.95

4" PVC CULVERT

INV.=957.89

STORM MANHOLE

RIM=957.51

12"W=942.71

12"NE=942.61

CATCH BASIN

RIM=952.48

12" SW=947.19

12" NE=947.14

STORM MANHOLE

RIM=947.32

12"E=941.30

12"SW=941.32

OWNER: EAST VINE LLC

UNPLATTED LANDS

TAX KEY #11192310013

OWNER: SAYAOVANG

LOT 1 - BLOCK 1

RIDGEWAY SUBDIVISION

OWNER: DIFFOR

LOT 2 - BLOCK 1

RIDGEWAY SUBDIVISION

S88°43'53"W

201.59'

OVERHEAD

ELECTRIC

"ALDI'S"

SIGN

SANITARY

MANHOLE

RIM=947.09

8" N=936.45

8" S=936.45

INLET

RIM=947.52

10" NE=943.21

INLET

RIM=947.81

12" N=940.26

10" S=940.26

12" W=940.26

INLET

RIM=946.16

12" S=942.50

15" E=942.15

564.24'

29 P

AR

KIN

G S

TA

LLS

CO

NC

RE

TE

C

UR

B

S89°30'53"W 115.06'

S00°54'07"E

308.91'

N01°16'07"W

100.00'

GUARD RAIL

PARKING STALLS

PA

RK

IN

G S

TA

LLS

PA

RK

IN

G S

TA

LLS

PARKING STALLS

PARKING STALLS

PA

RK

IN

G S

TA

LLS

10 P

AR

KIN

G S

TA

LLS

26 P

AR

KIN

G S

TA

LLS

28 P

AR

KIN

G S

TA

LLS

PARKING STALLS

MANHOLE

RIM=948.71

(SEALED)

CATCH BASIN

RIM=947.95

12" N=943.27

INLET

RIM=948.45

12" S=941.2

12" E=941.2

CATCH BASIN

RIM=945.92

12" S=942.3

12" E=942.3

INLET

RIM=945.97

15" N=939.40

12" S=939.40

10" SW=939.54

PARKING STALLS

PARCEL 1

C.S.M. NO. 4565

OWNER: ALDI INC

PR

OP

OS

ED

A

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IT

IO

N

+/-

24

40

S

F

FF

E

LE

V 9

50

.5

0 (M

AT

CH

E

XIS

TIN

G F

FE

)

S88°43'53"W 264.99'

W

W

W

W

W

W

W

W

W

W

W

W

WW

WW

WW

WW

WW

WW

PER PLAN

PER PLAN

154.0'

30.2'

25.0'

PROPOSED 25'

UTILITY EASEMENT

© C

OP

YR

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HT

2

01

7

REVISIONS SHEET

PEG

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PEG

PM

STAR

T D

ATE

SCALE

PINNACLE ENGINEERING GROUP PINNACLE ENGINEERING GROUP

ww

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WISCONSIN OFFICE:15850 W. BLUEMOUND ROAD

BROOKFIELD, WI 53005(262) 754-8888

ENGINEERING I NATURAL RESOURCES I SURVEYING

PLAN I DESIGN I DELIVER

CHICAGO I MILWAUKEE : NATIONWIDE

w w w . p i n n a c l e - e n g r . c o m

Z:\PROJECTS\2018\1278.00-WI\CAD\SHEETS\1278.00-WI SITE DIMENSION, PAVING, AND UTILITY PLAN.DWG

WEST BEND, WI

ALDI - WEST BEND #31

12

78

.0

0

MTS

06

-0

6-1

8

C-6

SITE D

IM

EN

SIO

N, P

AV

IN

G, A

ND

U

TILITY

P

LA

N

1REV PER CITY COMMENTS

02/27/19

C-4

1"-2

0'

SITE DIMENSION, PAVING,

AND UTILITY PLAN

FO

R R

EV

IEW

O

NLY

LEGEND

STORM SEWER

CONTRACTOR RESPONSIBILITY: SEE ADDITIONAL

CONSTRUCTION NOTES LOCATED ON SHEET C-2

TOTAL DISTURBED AREA: 0.63 ACRES (27620 SF)

NORTH

1" = 20'0 40'

GRAPHICAL SCALE (FEET)

STORM CB

CONCRETE BUILDING SIDEWALK

- SEE ARCHITECTURAL PLANS FOR DETAILS

Bowling Alley Parking Spots: 137

Aldi Parking Spots: 91

0'-0"FIN. FLOOR

+/- 19'-2" A.F.F.T.O. LOW TOWER

+/- 23'-2" A.F.F.T.O. HIGH TOWER

6'-3 1/2"SIGN

EQ. EQ.

EQ.

EQ.

7'-6

"SI

GN

10'-0"B.O. CANOPY

GRADE LINE - SEE CIVIL DWGS.

16'-2" A.F.F.T.O. EXISTING WALL

A1a

A1

A1

A1A1

A3 A3A4 A4A4

A4 A4

A4

A6

A6

A7 A7

A8

A9

A9

A2 A2

6'-3 1/2"SIGN

EQ.EQ.

EQ.

EQ.

7'-6

"SI

GN

EXISTING CONST. NEW CONST.

0'-0"FIN. FLOOR

+/- 19'-2" A.F.F.T.O. LOW TOWER

+/- 23'-2" A.F.F.T.O. HIGH TOWER

10'-0"T.O. CANOPY

GRADE LINE - SEE CIVIL DWGS.

16'-2" A.F.F.T.O. NEW WALL

A1a

A10A1

A1

A1

A3 A3 A3A4 A4 A4 A4 A11

A4 A4

A4

A6

A6

A7

A8

A9 A9

A9

A2 A5

GRADE LINE - SEE CIVIL DWGS.

16'-2" A.F.F.T.O. NEW WALL

0'-0"FIN. FLOOR

A1a

A10

A3A4 A11

A4

A6

A7

A9

A5

EXISTING CONST.NEW CONST.

GRADE LINE - SEE CIVIL DWGS.

0'-0"FIN. FLOOR

16'-2" A.F.F.T.O. EXISTING WALL

16'-2" A.F.F.T.O. NEW WALL

A1a

A1A10

A3 A4

A4

A6

A7A9

A9

A11

A2

A4

A2A2A1A5

A8NICHIHA - CEDAR (VINTAGE WOOD)

FIBER CEMENT BOARD

A1FIRESTONE - SILVER METALLIC

A6LAMINATORS INC -BRIGHT SILVERALUMINUM COMPOSITE PANEL

A4, A5, A9, & A11MODULAR BRICK VENEER - ST SIMON

BLEND

MATERIAL LEGEND

A2 & A10FIRESTONE - SLATE GRAY

SIGNAGE

DESCRIPTION QUANTITY SQ. FT. PER SIGN TOTALS

TOWER SIGN 2 46.6 93.2

TOTAL SIGNAGE 93.2

SIGNAGE IS SHOWN FOR REFERENCE ONLY AND SHALL BE UNDER SEPARATE PERMIT SUBMITTAL

EXISTING ALDI TOWER SIGNS TO REMAIN, ONLY LOGO TO BE REPLACED

Drawing No.Scale:

Project No.

Type:

Date:Issued:

Project Name & Location:

Drawing Name:

Date:Revisions:

40321-88

ALDI Inc.West Bend, WI1114 S Main St.West Bend, WI 53095Washington County

12/10/18

V1.07-EXP

As Noted

Store #: 31

Concept No. 2 02/22/19PL

OTT

ED: 2

/22/

2019

1:5

9 PM

Seal

DO NOT SCALE PLANSCopying, Printing, Software and other processes required to

produce these prints can stretch or shrink the actual paper orlayout. Therefore, scaling of this drawing may be inaccurate.

Contact ms consultants with any need for additional dimensionsor clarifications.

ACC

KTA/MEMDRAWN BY:

REVIEWED BY:

ms consultants, inc.

engineers, architects, planners

2221 Schrock Road

Columbus, Ohio 43229-1547

phone 614.898.7100

fax 614.898.7570

8

8

8

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5

888 8

0

0

0

8

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8

0

00 0

88 8

68 8

88 8

0

0

8 3 8 6

9

0

000 0

000 0

4 X

50

0

00 0

00

0 0 0

4

X

X

X

X

X

X

78

00

XX

XX

000 00

0

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9

8

XX

XX

X X

XX

4XX

X X

X

X

X

X

X

X

X

X

4X

XXX

XXX

X

X

X

X

X

X

X 4

4XX 4

9 8

Prototype Rls.

(414) 570-1860(414) 570-1864 fax

9342 South 13th StreetOak Creek, WI 53154

Inc.

1 Proposed South ElevationSCALE: 1/8" = 1'-0"

2 Proposed North ElevationSCALE: 1/8" = 1'-0"

3 Proposed West ElevationSCALE: 1/8" = 1'-0"

4 Proposed East ElevationSCALE: 1/8" = 1'-0"

ExteriorElevations

A-201

Exterior Finish ScheduleKEY MATERIAL/MFG. COLOR/NO.

EXISTING PREFINISHED METAL COPING A1a: SILVER METALLICA1: SLATE GRAY

EXISTING SOLDIER COURSE ACCENT BRICK STAINED TO MATCH EXISINGFIELD BRICK

EXISTING ALUMINUM STOREFRONT ANODIZED ALUMINUM

EXISTING MODULAR FIELD BRICK & PILASTERS ST SIMON BLEND

SOLDIER COURSE ACCENT BRICK MATCH EXISTING FIELD BRICK

EXISTING ALUMINUM COMPOSITE PANEL BRIGHT SILVER

EXISTING CONCRETE CART BUMPER NATURAL

NICHIHA FIBER CEMENT EXTERIOR CLADDING VINTAGEWOOD "CEDAR"

EXISTING BRICK WINDOW SILL MATCH FIELD BRICK

NEW PREFINISHED METAL COPING MATCH EXISTING - SLATE GRAY

MODULAR FIELD BRICK MATCH EXISTING FIELD BRICK

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

A11