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
DD
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
IG
HT
2
01
7
REVISIONS SHEET
PEG
JO
B N
o.
PEG
PM
STAR
T D
ATE
SCALE
PINNACLE ENGINEERING GROUP PINNACLE ENGINEERING GROUP
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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
0
5
888 8
0
0
0
8
X
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
X7
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