Redhot 03/03/20 Redhot 03/03/20 Written Consentofr.A

REDHOT 03/03/20 REDHOT 03/03/20 WRITTEN CONSENTOFR.A. SMITH,INC. OR ALTERATIONSMADETO THISPLANWITHOUTTHEEXPRESSED FOR DAMAGES,LIABILITYOR COSTSRESULTINGFROMCHANGES R.A. SMITH,INC.ASSUMESNO RESPONSIBILITY EXISTENCE ANDLOCATIONOFALLUNDERGROUNDUTILITIES. CONTRACTOR SHALLBERESPONSIBLEFORVERIFYING THE THE PROJECTAREATHATARENOTSHOWN. BE OTHERUNDERGROUNDUTILITYINSTALLATIONSWITHIN SHOWN ONTHISPLANAREAPPROXIMATE.THEREMAY THE LOCATIONSOFEXISTINGUTILITYINSTALLATIONS AS

S. RIVER RD SITE LANDSCAPE SCALE 1"=40' (3) CHH LAWN (3) FXE (4) FXE LAWN (4) CHH (3) SL (4) RO Know what's FUTURE PARKING FUTURE PARKING (1) CHH LAWN Call before youdig. ADDITION 60,000 SF FUTURE LAWN below. R LAWN LAWN LAWN (3) WP ENTRY (2) WS (3) WS ENTRY LANDSCAPE LAWN (8) AC1 SCALE 1"=20' (3) WP MANUFACTURING BUILDING ENTRY +/- 94,200SFFOOTPRINT AND RECIEVING PROPOSED SHIPPING (3) SSP (7) CA4 GUNMETAL GRANITE BOULDERS, TYP. SEE DETAILEDPLANTHISSHEET LAWN (5) PV3 (1) WS LAWN (SOD) STEEL EDGINGTYP. (8) SS1 (8) SH1 (18) PV2 (1) SSP (4) CA4 (5) PV3 (8) SS1 LAWN FUTURE PARKING FUTURE PARKING (12) SH1 (1) RO ADDITION FUTURE LAWN (7) CA4 (9) AC1 LAWN (4) CHH (1) JTL WALK LAWN LAWN LAWN (2) FXE LAWN (3) WS (1) SL (1) SL (1) SL (1) SL (5) SH1 (5) SS1 (5) PV3 (9) AC1 LAWN (10) SH1 (7) SS1 GRAPHIC SCALE 0 LAWN (SOD) STEEL EDGINGTYP. 10

- EDGING:EDGEALLPLANTINGBEDSWITH - DECORATIVE STONE: ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS TO RECEIVE A 3" DEEP LAYER OF #1 WASHED STONE. - - - 20 - PERENNIALS PV3 PV2 MS6 EVERGREEN TREES FXE RO DECIDUOUS TREES SH1 SS1 CA4 ORNAMENTAL GRASSES SSP SL CHH WP WS JTL AC1 PLANT SCHEDULE GENERAL LANDSCAPENOTES

ALL DETAILS AND SPECIFICATIONS TO BE DETERMINED ON FINAL LANDSCAPE PLANS.

TURF SEED

DO NOT MULCH ANNUAL FLOWER BEDS (IF APPLICABLE). BE SET 2" - 4" INTO THE FINISHED GRADE DEPENDING ON THE INDIVIDUAL CHARACTERISTICS OF THE BOULDERS. RANGE IN SIZE FROM 18" - 30" IN DIAMETER. THE BOULDERS SHALL BE PLACED IN A NATURAL, RANDOM FASHION AND SHALL

CLEAN DEFINITION BETWEEN LAWN AREA AND PLANT BED IS REQUIRED. GUNMETAL GRANITE BOULDERS: BOULDERS SHOWN ON PLAN ARE FOR LOCATION REFERENCE ONLY. ALL BOULDERS SHALL (LATEST VERSION)

TRUNKS. ALL PLANTINGS SHALL COMPLY WITH STANDARDS AS DESCRIBED IN AMERICAN STANDARD OF NURSERY STOCK - ANSI Z60.1 (2) JTL 40 ORSODASNOTED: (5) MS6 18 12 QTY QTY 7 QTY 7 QTY 26 35 35 20 5 28 6 9 9 3 5 Paprika Yarrow Prairie Dropseed Heavy MetalSwitchGrass Frontier Elm Ivory SilkJapaneseTreeLilac Red Oak COMMON NAME Little BluestemGrass Cheyenne SkySwitchGrass Morning LightSilverGrass Karl FoersterFeatherReedGrass COMMON NAME Chalet SwissStonePine COMMON NAME Skyline HoneyLocust Chicagoland Hackberry COMMON NAME White Pine White Spruce DURABLE,PREMIUMCOMMERCIALBLEND (7) SS1 4 1

" GALVANIZED STEEL EDGING. BEDLINES ARE TO BE CUT CRISP, AS PER PLAN. A (10) CA4 (3) SSP (5) PV3 DO NOTALLOWMULCHTOCONTACTPLANTSTEMSANDTREE BOTANICAL NAME Panicum virgatum`HeavyMetal` Panicum virgatum`CheyenneSky` Miscanthus sinensis`MorningLight` BOTANICAL NAME Pinus strobus Pinus cembra`Chalet` Picea glauca BOTANICAL NAME Ulmus x`Frontier` BOTANICAL NAME Sporobolus heterolepis Schizachyrium scoparium Calamagrostis xacutiflora`KarlFoerster` Syringa reticulata`IvorySilk` Quercus rubra Gleditsia triacanthos`Skyline` Celtis occidentalis`Chicagoland` Achillea millefolium`Paprika` GRAPHIC SCALE 0 . 5 LAWN 10 20 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL SIZE SIZE 7` HT 7` HT 7` HT SIZE 3" CAL 3" CAL 3" CAL 3" CAL SIZE 4 1/2" 2 1/2"CAL POT ROOT POT POT POT POT POT POT ROOT B&B B&B B&B ROOT B&B B&B B&B B&B B&B ROOT 18" Spacing 18" Spacing 18" Spacing 18" Spacing REMARKS REMARKS REMARKS Full, matchingheads Full, matchingheads Full, matchingheads Full, matchingheads Full, matchingheads REMARKS 30" Spacing 36" Spacing Semi-sheared, fullybranchedtoground Semi-sheared, fullybranchedtoground Semi-sheared, fullybranchedtoground 24" Spacing NORTH

SHEET NUMBER MILWAUKEE TOOL S. RIVER ROAD, WEST BEND, WI

PRELIMINARY

LANDSCAPE PLAN Brookfield, WI | Milwaukee, WI | Appleton, WI | Madison, WI | Cedarburg, WI Mount Pleasant, WI | Naperville, IL | Irvine, CA File: MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES THE LOCAL COMPLETENESS CANNOT BE GUARANTEED. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED FIELD PROPOSED PARKING SPOTS = 70 PROPOSED IMPERVIOUS AREA = 4.350 AC EXISTING IMPERVIOUS AREA = 0.00 AC SITE INFORMATION: TOTAL SITE = 22.205 AC I:\STEPHEN PERRY SMITH ARCHITECTS\19229 MILWAUKEE TOOL WEST BEND\060 CAD\C - CIVIL\500 PRODUCTION CIVIL PLANS\503-SITE DIMENSION PLAN\19229_SITE.DWG R.O.W = 0.282 AC

S. RIVER RD

P/L P/L P/L 30.0' 25.0' 24.0' P/L 265.3'

262.3'

ADDITION

60,000 SF 60,000

FUTURE

FUTURE PARKING FUTURE PARKING FUTURE P/L 6.0' 12.5' 8.0' 120.6' 155.4' 8.0' C401 E C401 P/L G ADA RAMP, TYP. 70.0' 60.0' ADA SIGN AND BOLLARD, TYP. ADA PARKING STALLS WITH C401 C401 E F ADA RAMP, TYP.

TRUNCATED DOME, TYP.

PROPOSED

FFE = 969 = FFE

BUILDING 94,200 SF 94,200 24.0'

309.0' P/L 9 X 18 TYP. C402 D INTEGRAL CURB, TYP. CONCRETE WALK WITH 14.0' P/L 124.4' 36 34 155.4' 6.0'

204.8'

FUTURE PARKING FUTURE FUTURE PARKING FUTURE

FUTURE ROAD EXTENSION

ADDITION

30,200 SF 30,200 FUTURE

FUTURE ACCESS ROAD P/L 30.0' 25.0' 24.0' 30.0' P/L 2020-3-2 1. GENERAL NOTES: 6. 5. 3. 2. 4. INCLUDING BUT NOT LIMITED TO DRIVEWAY INDICATED BY LIGHT TYPE LINES. INSTALLATIONS WITHIN THE PROJECT AREA THAT FEATURES. REFER TO ARCHITECTURAL DRAWINGS FOR FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, ELECTRONIC CIVIL FILES ARE AVAILABLE UPON FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR MUNICIPAL AND/OR COUNTY REQUIREMENTS AND PAVEMENT. DIMENSIONS ARE FROM FACE OF CURB OR EDGE DIMENSIONS OF BUILDING AND ARCHITECTURAL LIGHT POLES, OR OTHER NON CIVIL SITE WORK. PROCEEDING WITH CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE CURB AND GUTTER SHALL BE COMPLETED PER OPENINGS, SIDEWALK AND RAMPS, PAVING, ON THIS DRAWING IS BASED FIELD LOCATIONS STANDARDS. TYPE LINES AND EXISTING CONDITIONS ARE THERE MAY BE ADDITIONAL UNDERGROUND UTILITY THE UNDERGROUND UTILITY INFORMATION SHOWN WORK WITHIN THE PUBLIC RIGHT OF WAY, WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL WORK TO BE COMPLETED IS INDICATED IN BOLD VERIFY ACTUAL LOCATIONS AND INVERTS IN THE ATTENTION OF THE ENGINEER PRIOR TO ARE NOT SHOWN. ACCURACY OF WHICH CANNOT BE GUARANTEED. AND UTILITY COMPANIES. THE LOCATION AND/OR RECORDS FURNISHED BY MUNICIPALITIES 0 CONCRETE PAVEMENT 5" THICK CONCRETE WALK ASPHALT SURFACE (REJECT) (ACCEPT) CURB & GUTTER CURB & GUTTER GRAPHIC SCALE LEGEND: 40' 80' C401 B C401 C401 C401 A A C C401 D

PROJECT NO: DATE: DRAWN BY: DRAWING NO. CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.:

THE

1300 West Canal Street THE Single Source. Sound Solutions. Fax: 414-643-4210 Phone: Milwaukee, WI 53233 Single Source. Sound Solutions. www.thesigmagroup.com MILWAUKEE TOOL - TID 14 INDUSTRIAL PARK 414-643-4200

C100 WEST BEND, WI 19229_SITE.DWG 01-20-2020 19229 CTC RT TM SITE PLAN G R O U P File: S. RIVER RD

I:\STEPHEN PERRY SMITH ARCHITECTS\19229 MILWAUKEE TOOL WEST BEND\060 CAD\C - CIVIL\500 PRODUCTION CIVIL PLANS\505-GRADING PLAN\19229_GRADE.DWG RIVER RD P/L P/L P/L P/L 972 971 970 969 968 967 972 966 965 964.64 964.00 969.04 968.75 966.50 FL 967.00 T/C 966.77 FL 967.27 T/C FES 1 FES 3

967

968 972 971

966 970 969 1 FT CURB CUT FES 4

966 FES 2 967 971.50

966

972 970 972.00 FL 972.50 T/C 967.00 FL 967.50 T/C

970

966.50 FL 967.00 T/C 965

965 C402 E

C402 971 E

967 973 1 FT CURB CUT

971

P/L 964

P/L 967

972 968

966.00

966.50 FL 967.00 T/C 973 1 FT CURB CUT

972

964

ADDITION 963 SF 60,000

974.50 T/C 967 FUTURE 974.00 FL 974.00 T/C 973.50 FL

973

FUTURE PARKING FUTURE PARKING FUTURE 969 973

968 970 968.00 FL 968.50 T/C

967.50 FL 968.00 T/C 971

963 973 971 972 971.50 T/C 971.00 FL 970.64 T/C 970.14 FL

967 972

968.16 T/C

967.66 FL 967 971 968.40 T/C

967.90 FL 967 968.49 971 968.49 968.71 966.68 968.84

970 962 971

969 972 967.04 FL 967.54 T/C 968.40 T/C 967.90 FL 968.40 T/C 967.15 FL 967.65 T/C 967.15 FL 967.65 T/C

967

967.90 FL 968 968.49

969 969 P/L

962 P/L

969.50 FL 970.00 T/C RIM: 969.40 RIM:

966 967.57 FL 968.07 T/C 967.25 FL 967.75 T/C

969.00 FL 969.50 T/C TRENCH

965 DRAIN 967 967.00 971 966 FFE: 969.00

964 FFE: 969.00 968.84 969.00 T.O.W. 969.00 T.O.W. 965.00 B.O.W. 965.00 B.O.W. 968.71 968.49

963 973 967.99 RIM:966.35 SAN MH2

962 972 967.59

971 967.99 967.90 968.49 969.00

967.00 970

969 RIM:968.92 968 STORM MH3

967

966

965

967.59 964

968

967.90 FL 968.40 T/C 967

967

967.90 967

963 962 967.90 FL 968.40 T/C RIM:966.60 STORM CB 6 968.50 FL 969.00 T/C

963 962

964

965 966 FES 5

RIM:965.85 STORM CB 1 968

968

PROPOSED

FFE = 969 = FFE

BUILDING 94,200 SF 94,200 FFE: 969.00 P/L 969.00 969.00

973

P/L

973

967 962 968.49 967.75 973.71 973.10

972

963 969.00 FL 969.50 T/C RIM: 969.40 RIM: 966.50 FL 967.00 T/C

967.90 FL 968.40 T/C TRENCH

971

964 DRAIN

970

965

969 967.00

966

973 967

972 966 965 966 967

971 967 969.00 T.O.W. 968 971 RIM:965.85 STORM CB 2 969.00 B.O.W. 970 967.00 968.50 FL 969.00 T/C 969.00 T.O.W. RIM:966.60

969 STORM MH1

RIM:968.95 STORM MH2 968 FFE: 969.00 969.50 T/C

973 969.00 FL 967.00 T/C 968.25 T/C 968.50 T/C 970.00 T/C

966.50 FL

967.75 FL 968.00 FL 967 969.50 FL 968.11 T/C 968.40 T/C 967.60 T/C 967.61 FL 967.90 FL 967.10 FL 968.01 T/C

967.51 FL 966

36 34 965 968.49 969.00 969

966 971 963 964 965 967 964 967.50 FL 968.00 T/C 967.50 T/C FFE: 969.00

967.00 FL P/L

963

FUTURE PARKING FUTURE FUTURE PARKING FUTURE 970

P/L 970

972

962 ADDITION

30,200 SF 30,200 971 971

968 970.62 FL 971.12 T/C FUTURE

967 973

972 967 972

968

973 974

973 972 966.50 968.50 T/C 968.00 FL C402 E 973.51 FL 974.01 T/C 974.00 FL 974.50 T/C 1 FT CURB CUT 973.94 T/C

973.44 FL 962 2020-3-2 STORM CB 4

967 STORM CB 3 STORM CB 5

967 RIM:968.34 966.96 T/C RIM:970.94 RIM:965.65 967.50 FL 968.00 T/C 966.46 FL

966 967

973

972

971

965 970 966.15 T/C 969 965.65 FL 968 973

964 972.81 FL 973.31 T/C

966

973 966.44 T/C 972 973.15 T/C 965.94 FL 972.65 FL

972.03 FL 972.53 T/C

963 965.00

971

972

966 967 968 969 970 971

P/L

P/L 971

MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES THE LOCAL 972 COMPLETENESS CANNOT BE GUARANTEED. THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED FIELD 971 962 969 970 963 968 966 967 964 965

964 965

966 967

968

969

970 971 1. GENERAL NOTES: 7. 6. 5. 3. 2. 4. 972 INCLUDING BUT NOT LIMITED TO DRIVEWAY INDICATED BY LIGHT TYPE LINES. INSTALLATIONS WITHIN THE PROJECT AREA THAT EARTHWORK SHALL BE IN ACCORDANCE WITH FEATURES. REFER TO ARCHITECTURAL DRAWINGS FOR FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, ELECTRONIC CIVIL FILES ARE AVAILABLE UPON FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR MUNICIPAL AND/OR COUNTY REQUIREMENTS AND PAVEMENT. DIMENSIONS ARE FROM FACE OF CURB OR EDGE DIMENSIONS OF BUILDING AND ARCHITECTURAL LIGHT POLES, OR OTHER NON CIVIL SITE WORK. PROCEEDING WITH CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CURB AND GUTTER SHALL BE COMPLETED PER STANDARDS. OPENINGS, SIDEWALK AND RAMPS, PAVING, ON THIS DRAWING IS BASED FIELD LOCATIONS TYPE LINES AND EXISTING CONDITIONS ARE THERE MAY BE ADDITIONAL UNDERGROUND UTILITY THE UNDERGROUND UTILITY INFORMATION SHOWN WORK WITHIN THE PUBLIC RIGHT OF WAY, WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL WORK TO BE COMPLETED IS INDICATED IN BOLD VERIFY ACTUAL LOCATIONS AND INVERTS IN THE ATTENTION OF THE ENGINEER PRIOR TO ARE NOT SHOWN. ACCURACY OF WHICH CANNOT BE GUARANTEED. AND UTILITY COMPANIES. THE LOCATION AND/OR RECORDS FURNISHED BY MUNICIPALITIES 5 5 100.00 100.00 100.00 FL 100.50 T/C 0 (REJECT) (ACCEPT) CURB & GUTTER CURB & GUTTER CONCRETE PAVEMENT 5" THICK CONCRETE WALK ASPHALT SURFACE GRAPHIC SCALE EXISTING CONTOUR PROPOSED CONTOUR FL: FLOW LINE CURB GRADE PROPOSED ASPHALT PROPOSED CURB & GUTTER SPOT GRADE SPOT GRADE T/C: TOP OF CURB GRADE EXISTING SURFACE SPOT GRADE (MATCH) 30' LEGEND: 60' C401 C401 C401 B C401 A A C C401 D

PROJECT NO: DATE: DRAWN BY: DRAWING NO. CHECKED BY: APPROVED BY: NO. REVISION DATE BY SHEET NO.:

THE

C200 WEST BEND, WI 19229_GRADE.DWG 01-20-2020 19229 CTC RT TM GRADING PLAN G R O U P