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Redhot 03/03/20 Redhot 03/03/20 Written Consentofr.A REDHOT 03/03/20 REDHOT 03/03/20 LAWN LAWN PLANT SCHEDULE (1) RO (4) RO (2) WS (3) WP (1) WS DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS CHH 12 Chicagoland Hackberry Celtis occidentalis `Chicagoland` 3" CAL B&B Full, matching heads SL 7 Skyline Honey Locust Gleditsia triacanthos `Skyline` 3" CAL B&B Full, matching heads RO 5 Red Oak Quercus rubra 3" CAL B&B Full, matching heads JTL 3 Ivory Silk Japanese Tree Lilac Syringa reticulata `Ivory Silk` 2 1/2" CAL B&B Full, matching heads FXE 9 Frontier Elm Ulmus x `Frontier` 3" CAL B&B Full, matching heads LAWN LAWN EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS WS 9 White Spruce Picea glauca 7` HT B&B Semi-sheared, fully branched to ground (1) SL SSP 7 Chalet Swiss Stone Pine Pinus cembra `Chalet` 7` HT B&B Semi-sheared, fully branched to ground WP 6 White Pine Pinus strobus 7` HT B&B Semi-sheared, fully branched to ground (3) WS SHIPPING ORNAMENTAL GRASSES QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS LAWN (3) WS AND RECIEVING CA4 28 Karl Foerster Feather Reed Grass Calamagrostis x acutiflora `Karl Foerster`1 GAL POT 24" Spacing (3) FXE MS6 5 Morning Light Silver Grass Miscanthus sinensis `Morning Light` 1 GAL POT 36" Spacing PV2 18 Cheyenne Sky Switch Grass Panicum virgatum `Cheyenne Sky` 1 GAL POT 18" Spacing PV3 20 Heavy Metal Switch Grass Panicum virgatum `Heavy Metal` 1 GAL POT 30" Spacing SS1 35 Little Bluestem Grass Schizachyrium scoparium 1 GAL POT 18" Spacing SH1 35 Prairie Dropseed Sporobolus heterolepis 1 GAL POT 18" Spacing PERENNIALS QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS (1) SL AC1 26 Paprika Yarrow Achillea millefolium `Paprika` 4 1/2" POT 18" Spacing LAWN GENERAL LANDSCAPE NOTES - ALL DETAILS AND SPECIFICATIONS TO BE DETERMINED ON FINAL LANDSCAPE PLANS. - ALL PLANTINGS SHALL COMPLY WITH STANDARDS AS DESCRIBED IN AMERICAN STANDARD OF NURSERY STOCK - ANSI Z60.1 (LATEST VERSION) - GUNMETAL GRANITE BOULDERS: BOULDERS SHOWN ON PLAN ARE FOR LOCATION REFERENCE ONLY. ALL BOULDERS SHALL RANGE IN SIZE FROM 18" - 30" IN DIAMETER. THE BOULDERS SHALL BE PLACED IN A NATURAL, RANDOM FASHION AND SHALL FUTURE FUTURE BE SET 2" - 4" INTO THE FINISHED GRADE DEPENDING ON THE INDIVIDUAL CHARACTERISTICS OF THE BOULDERS. (4) CHH ADDITION ADDITION PROPOSED - DECORATIVE STONE: ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS TO RECEIVE A 3" DEEP LAYER OF #1 WASHED STONE. 60,000 SF Naperville, IL | Irvine, CA MANUFACTURING BUILDING DO NOT MULCH ANNUAL FLOWER BEDS (IF APPLICABLE). DO NOT ALLOW MULCH TO CONTACT PLANT STEMS AND TREE | +/- 94,200 SF FOOTPRINT (1) SL TRUNKS. Appleton, WI | Madison, Cedarburg, 1 - EDGING: EDGE ALL PLANTING BEDS WITH 4" GALVANIZED STEEL EDGING. BEDLINES ARE TO BE CUT CRISP, AS PER PLAN. A CLEAN DEFINITION BETWEEN LAWN AREA AND PLANT BED IS REQUIRED. - TURF SEED OR SOD AS NOTED: DURABLE, PREMIUM COMMERCIAL BLEND. S. RIVER RD LAWN Milwaukee, WI | Mount Pleasant, WI LAWN (3) SL Brookfield, WI | (1) SL SEE DETAILED PLAN THIS SHEET ENTRY LAWN (2) FXE FUTURE PARKING LAWN FUTURE PARKING LAWN (3) CHH FUTURE PARKING LAWN FUTURE PARKING LAWN LAWN PRELIMINARY (4) CHH LAWN MILWAUKEE TOOL LANDSCAPE PLAN (1) CHH (3) WP (4) FXE S. RIVER ROAD, WEST BEND, WI LAWN 0 10 20 40 GRAPHIC SCALE SITE LANDSCAPE SCALE 1" = 40' GUNMETAL GRANITE BOULDERS, TYP. (7) CA4 (5) PV3 (7) CA4 (5) PV3 (7) SS1 (5) PV3 (8) AC1 (3) SSP (5) PV3 (9) AC1 (9) AC1 (10) SH1 (5) MS6 (7) SS1 (18) PV2 (8) SS1 (3) SSP ENTRY LAWN (SOD) LAWN (SOD) STEEL EDGING TYP. STEEL EDGING TYP. LAWN WALK LAWN THE LOCATIONS OF EXISTING UTILITY INSTALLATIONS AS SHOWN ON THIS PLAN ARE APPROXIMATE. THERE MAY BE OTHER UNDERGROUND UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE R (8) SS1 (5) SH1 (1) SSP (12) SH1 (1) JTL (2) JTL (10) CA4 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE (8) SH1 (4) CA4 (5) SS1 EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES. R.A. SMITH, INC. ASSUMES NO RESPONSIBILITY Know what's below. ENTRY LANDSCAPE NORTH SHEET NUMBER FOR DAMAGES, LIABILITY OR COSTS RESULTING FROM CHANGES SCALE 1" = 20' OR ALTERATIONS MADE TO THIS PLAN WITHOUT THE EXPRESSED Callbefore you dig. 0 5 10 20 WRITTEN CONSENT OF R.A. SMITH, INC. GRAPHIC SCALE SITE INFORMATION: THE TOTAL SITE = 22.205 AC R.O.W = 0.282 AC Single Source. Sound Solutions. G R O U P www.thesigmagroup.com EXISTING IMPERVIOUS AREA = 0.00 AC 1300 West Canal Street Milwaukee, WI 53233 Phone: 414-643-4200 PROPOSED IMPERVIOUS AREA = 4.350 AC Fax: 414-643-4210 PROPOSED PARKING SPOTS = 70 P/L P/L P/L P/L 25.0' 25.0' GRAPHIC SCALE 0 40' 80' 30.0' 30.0' 70.0' 155.4' 155.4' LEGEND: 309.0' D P/L 5" THICK CONCRETE WALK C401 60.0' CONCRETE PAVEMENT C C401 ASPHALT SURFACE B C401 265.3' CURB & GUTTER A (ACCEPT) C401 CURB & GUTTER A (REJECT) C401 PROPOSED FUTURE BUILDING FUTURE ADDITION 94,200 SF ADDITION 60,000 SF FFE = 969 30,200 SF S. RIVER RD P/L WEST BEND, WIWEST BEND, WI SITE PLAN G ADA PARKING STALLS WITH C401 ADA SIGN AND BOLLARD, TYP. GENERAL NOTES: CONCRETE WALK WITH D 1. THE UNDERGROUND UTILITY INFORMATION SHOWN C402 INTEGRAL CURB, TYP. E ADA RAMP, TYP. ON THIS DRAWING IS BASED ON FIELD LOCATIONS C401 AND/OR RECORDS FURNISHED BY MUNICIPALITIES AND UTILITY COMPANIES. THE LOCATION AND ACCURACY OF WHICH CANNOT BE GUARANTEED. THERE MAY BE ADDITIONAL UNDERGROUND UTILITY MILWAUKEE TOOL - TID 14 INDUSTRIAL PARKMILWAUKEE TOOL - TID 14 INDUSTRIAL PARK INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. 262.3' 2. VERIFY ACTUAL LOCATIONS AND INVERTS IN THE FIELD. ANY POTENTIAL ERRORS, OMISSIONS, OR 12.5' 8.0' 14.0' 6.0' 8.0' DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FUTURE PARKING FUTURE PARKING 30.0' PROCEEDING WITH CONSTRUCTION. 6.0' 34 3. WORK TO BE COMPLETED IS INDICATED IN BOLD 9 X 18 TYPE LINES AND EXISTING CONDITIONS ARE 24.0' 24.0' TYP. INDICATED BY LIGHT TYPE LINES. 24.0' 4. ELECTRONIC CIVIL FILES ARE AVAILABLE UPON FUTURE PARKING FUTURE PARKING 36 WRITTEN REQUEST. DO NOT USE ELECTRONIC CIVIL FILES TO LAYOUT FOUNDATIONS, COLUMN LINES, LIGHT POLES, OR OTHER NON CIVIL SITE WORK. P/L REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF BUILDING AND ARCHITECTURAL 204.8' FEATURES. F TRUNCATED DOME, TYP. NO. REVISION DATE BY C401 5. DIMENSIONS ARE FROM FACE OF CURB OR EDGE OF PAVEMENT. 6. WORK WITHIN THE PUBLIC RIGHT OF WAY, 120.6' E ADA RAMP, TYP. C401 124.4' INCLUDING BUT NOT LIMITED TO DRIVEWAY FUTURE ACCESS ROAD OPENINGS, SIDEWALK AND RAMPS, PAVING, AND CURB AND GUTTER SHALL BE COMPLETED PER MUNICIPAL AND/OR COUNTY REQUIREMENTS AND STANDARDS. DRAWING NO. 19229_SITE.DWG DRAWN BY: RT P/L DATE: 01-20-2020 P/L P/L PROJECT NO: 19229 CHECKED BY: TM APPROVED BY: CTC FUTURE ROAD EXTENSION SHEET NO.: THE UNDERGROUND UTILITY INFORMATION SHOWN ON THIS MAP IS BASED ON FIELD C100 MARKINGS AND INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND COMPLETENESS CANNOT BE GUARANTEED. File: 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 2020-3-2 972 FES 1 P/L P/L P/L P/L P/L 972 973 971 972 973.10 972 THE 970 971 969.04 971 970 973.71 971 973 971 972 973973 971 973 973 971 972 972 973 972 971 974 Single Source. Sound Solutions. G R O U P 970 971 971 973 969 973 972 www.thesigmagroup.com 972.50 T/C 970.00 T/C 974.50 T/C 974.50 T/C 971.50 T/C 970.00 T/C 969.00 T/C 969.50 T/C 969.00 T/C 1300 West Canal Street 972.00 FL 974.00 FL 971.00 FL 969.50 FL 968.50 FL 969.00 FL 968.50 FL 969.50 FL 974.00 FL 973 973.94 T/C Milwaukee, WI 53233 972 973 972 973.44 FL Phone: 414-643-4200 973 972 971 968 969 970 973 972 971 971 973 970 Fax: 414-643-4210 974.00 T/C 970.64 T/C TRENCH 968 971.12 T/C 974.01 T/C 973.31 T/C 971.50 973.50 FL 970.14 FL 973.51 FL DRAIN 970.62 FL 972.81 FL RIM: 969.40 972 STORM MH1 968.75 STORM CB 6 RIM:966.60 967 967 972.53 T/C 971 972 E RIM:966.60 GRAPHIC SCALE 1 FT CURB CUT 973 973 972.03 FL C402 968.07 T/C 968.50 T/C 0 30' 60' 969 967.57 FL 968.00 FL P/L 967.75 T/C 973.15 T/C 967.25 FL 967.00 FES 2 972 967.00 972.65 FL 968 967.00 967.00 967 967.75 967 972 972 968.25 T/C 971 967.75 FL LEGEND: 972 970 972 972 971 971 968 967 966 966 968 TRENCH 5" THICK CONCRETE WALK D DRAIN 970 970 969.00 T.O.W. C401 RIM: 969.40 971 STORM MH3 STORM MH2 STORM CB 3 RIM:968.92 RIM:968.95 RIM:970.94 CONCRETE PAVEMENT C 969 C401 971 969 965 971 971 971 B 969.00 970 969.50 T/C ASPHALT SURFACE 965.00 B.O.W.
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