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HomeMy WebLinkAboutsurvey - signDesigner Alex Wasnick Salesperson Eric Tauscheck 763-432-7447 | www.spectrum-signs.com 200922E Sweet Harvest Foods Lakeville Contact Sweet Harvest Foods Adam Carnel 22160 Cedar Ave Lakeville, MN 55044 Jobsite 22160 Cedar Ave Lakeville, MN 55044 Phone/Email 507-291-1672 acarnel@sweetharvestfoods.com Date 12-31-20 1-5-21 1-11-21 N 200922E - Sweet Harvest Foods - Lakeville - Sign Type 1 763-432-7447 | www.spectrum-signs.com Customer Approval Date This drawing is the exclusive property of Spectrum Sign Systems, Inc. It is not to be produced or duplicated without the written consent of Spectrum Sign Systems, Inc. Distribution of this drawing for the purpose of constructing the sign by anyone other than Spectrum Sign Systems, Inc., is strictly prohibited. If such an event occurs Spectrum Sign Systems Inc., will be reimbursed $1,000.00 per occurrence. Furnish and Install (1) 4’-0” x 18’-11 3/4” LED Face Illuminated Raceway Mount Leer Set ( 75.9 SF) *Dimmer Switches Required Proposed Sign - West Elevation C 1'-4 5/8"2'-1 1/8" 11 1/2"8 3/8" 4'-0" 18'-11 3/4" 5'-9" 3” Deep Aluminum Reruns Finished Black 1” Black Trim Cap Wall Background C White Acrylic Face with Translucent Digital Print to Match Pantone 350 C Concrete Anchors White Acrylic Face with Translucent Digital Print to Match Pantone 130 C Aluminum Raceway with Power Supply - Painted 1 Color To Match Wall Background - Color TBV 200922E - Sweet Harvest Foods - Lakeville - Site Map 763-432-7447 | www.spectrum-signs.com Customer Approval Date This drawing is the exclusive property of Spectrum Sign Systems, Inc. It is not to be produced or duplicated without the written consent of Spectrum Sign Systems, Inc. Distribution of this drawing for the purpose of constructing the sign by anyone other than Spectrum Sign Systems, Inc., is strictly prohibited. If such an event occurs Spectrum Sign Systems Inc., will be reimbursed $1,000.00 per occurrence. PROPOSED 150,000 SF WAREHOUSE A 35.0' 30.0' 30.0' 30.0' 720.0'210.0'12.0'50.0'24.0'9.0'24.0'20.0'8.0'44.0 '140.0 ' 31 33 74 23 20.0' PROPOSED DRAINAGE &UTILITY EASEMENT EXISTING CUL-DE-SACEASEMENT EXISTING GAS EASEMENT EXISTING GAS EASEMENT A A AA A A A C C C D F F F G G G GH H G H G I II I I I I I I J J K K K K K K K L L N O O O O R25.0 R55.0 R200.0 R10.0 R15.0 R20.0 R40.0 R40.0 R40.0 R40.0R40.020.0'20.0' R20.0 R50.0 R40.0 R40.0 B Q Q Q P P B EXISTING ACCESS EASEMENT DRAINAGE & UTILITYEASEMENTC.S.A.H. NO. 23 (CEDAR AVENUE)10' DRAINAGE AND UTILITY EASEMENT 10' DRAINAGE AND UTILITY EASEMENT 24.0'PREPARED FORSITE PLANC400150,000 SF OFFICE /WAREHOUSE BUILDINGLAUNCHPROPERTIESLAKEVILLEMNBUILDING / PARKING DATA SUMMARY AREAS PROPOSED PROPERTY 15.9 AC BUILDING AREA 149,623 SF (22% OF TOTALPROPERTY AREA) PARKING REQUIRED PARKING 149 SPACES @ 1/1,000 SF PROPOSED PARKING 162 SPACES @ 1.13 RATIO ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS PROPERTY SUMMARY 150,000 SF OFFICE / WAREHOUSE BUILDING TOTAL PROPERTY AREA 15.9 AC PROPOSED IMPERVIOUS AREA 8.1 AC PROPOSED PERVIOUS AREA 7.8 AC TOTAL DISTURBED AREA 16.8 AC ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL BUILDING SETBACKS FRONT = 40'SIDE = 10'REAR = 30' PROPOSED CURB AND GUTTERPROPERTY LINEPROPOSED FENCESETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LAUNCH PROPERTIES\LAKEVILLE\3 Design\CAD\PlanSheets\Building 3\C4-SITE PLAN.dwg June 03, 2020 - 9:11am©BYREVISIONSNo.DATE1CITY RESUBMITTAL04/24/20 BMW SITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES,SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITYENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADIIARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY.ALL COST SHALL BE INCLUDED IN BASE BID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOTLIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE INACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BEAPPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD, & NOWAK. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 15.9 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONALPURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THECONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHEROBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESSSPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. KEYNOTE LEGEND B612 CURB & GUTTER HEAVY DUTY CONCRETE VALLEY GUTTER 9' X 20' STALL WITH 4" WHITE PARKING STALLSTRIPING 12' X 50' TRAILER STALL WITH 4" WHITEPARKING STRIPING PROOF OF PARKING (31 STALLS) ACCESSIBLE PARKING SPACE, 9' WIDE WITH 9'ACCESS AISLE ACCESSIBLE SIGN ACCESSIBLE RAMP PROPOSED CONCRETE SIDEWALK. 4" THICKCONCRETE PEDESTRIAN HAND RAIL 6" DIAMETER BOLLARD, SCHEDULE 40 SHELLBOLLARD STOP SIGN AND PAINTED STOP BAR "NO TRUCK EXIT" SIGN TRASH ENCLOSURE (SEE ARCH. PLANS) LANDSCAPE AREA STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT COMMERCIAL DRIVEWAY ENTRANCE A B C D E F G H I J K L N M O P Q R PROPOSED HEAVY DUTY CONCRETE PAVEMENT NORTH 1 Sign Type 1