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Home My WebLink AboutItem 06.g Date: Item No. ABW HOLDINGS, LLC (HOBO, INC.) SITE IMPROVEMENT PERFORMANCE AGREEMENT STORMWATER MANAGEMENT AGREEMENT Proposed Action Staff recommends adoption of the following motion: Move to approve the Site Improvement Performance Agreement (SIPA) and Stormwater Management/Best Management Practice Facilities and Easement Agreement with ABW Holdings, LLC. Overview ABW Holdings owns the property located at 21365 Hamburg Avenue and has submitted a site plan application to construct a 23,018 square foot addition on the west side of the existing Hobo, Inc. building. Development of the new site plan requires site plan and building permit approval by City staff and approval of a SIPA and Stormwater Management Agreement by the City Council. Hobo, Inc. is a permitted use in the I-2 District. Primary Issues to Consider Does the site plan meet Zoning Ordinance requirements? The site plan complies with Zoning Ordinance requirements and will be approved by City staff in conjunction with the building permit for the addition. Supporting Information • Signed Site Improvement Performance Agreement • Signed Stormwater Management Agreement • Location Map • Site Plan Financial Impact: Budgeted: Y☐ N☐ Source: Related Documents: (CIP, ERP, etc.): Envision Lakeville Community Values: Diversified Economic Development Report Completed by: Brent Jones, Planning Assistant/Code Enforcement Technician May 7, 2018 None Zoning Ordinance Hobo, Inc. Property Information May 1, 2018 0 450 900225 ft 0 130 26065 m 1:4,800 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. PROPERTY LINE 627' +/- PROPERTY LINE 627' +/-PROPERTY LINE 627' +/-PROPERTY LINE 627' +/-252' - 0" NEW CONSTRUCTION 282' - 0" EXISTING148' - 0"17' - 0"48' - 0"68' - 0"32' - 0"156' - 0"96' - 0"133' - 3"PROPOSED ADDITION 23,018 SF EXISTING BUILDING 30,065 SF 30' - 0" 5' - 0" 40' - 0" 15' - 0"10' - 0"5' - 0"10' - 0"5' - 0"EXIST DRIVE 5 NEW SPACES 31 EXIST BITUMINOUS DRIVE EXIST AUTO PARKING LINE INDICATES 10’-0”BUILDING SETBACK LINE INDICATES 5’-0”PARKING SET BACK NEW BITUMINOUS SHOWN SHADED PARKING SETBACKBUILDING SETBACKHAMBURG AVENUENEW INFILTRATION BASIN - SEE CIVIL PLANS FOR DEPTH TURF TURFNEW AUTO PARKING SEED MIX “B”EXIST BITUMINOUS TO BE REMOVED EXIST SWALE TO BE WIDENED 92' - 0"64' - 0"18' - 0"25' - 1 7/8"18' - 0"72' - 0" TRUCK DOCKS TRUCK AREA TRENCH DRAIN SLOPING BIT.LINE INDICATES 30’-0” BUILDING SETBACKNEW SWALENEW SWALE SEED MIX “B” NEW POURED CONC. SPLASHBLOCK, 4’-0” LONG X 2’-0” WIDE, PROVIDE ROCK MULCH AT END OF SPLASH BLOCK TYP, OF 5 (4 ON S, 1 ON NW) SEED MIX “B” SLOPE BITUMINOUS OUT FROM CORNER SEED MIX “A” DRIVE-IN DOOR SEED MIX “A” FLAT AREA ALONG SIDE OF BLDG. (SLIGHT SLOPE AWAY FROM BUILDING)FOUNDATION SHRUBLINE INDICATES 5’-0” PARKING SET BACK LINE INDICATES 10’-0” BUILDING SETBACK CONCRETE CURB AND GUTTER SURMOUNTABLE CURB PROVIDE TEMP PAVED FORKLIFT ACCESS PATH DURING CONST. REMOVE AFTER DOCK DOORS OPERATIONAL & FINISH GRADING PARKING SETBACK BITUMINOUS PATCH @ NEW SEWER LINE 503' - 11 15/16" NEW LIGHT DUTY PAVEMENT AREA 18'-0" x 266'-0"1 NEW SURMOUNTABLE CURB 1 EXIST. CRABAPPLE TREES TO REMAIN 1 1 EXIST. ELEC TRANSFORMER TO REMAIN EXIST. SPRUCE TREES (2) TO BE REMOVED 1 1 25 NEW PARKING SPACES EXIST. SPRUCE TREE TO REMAIN 2MODIFIED TRUCK TEMPLATE SITE INFORMATION: TOTAL LOT AREA: 2.85 ACRES ZONING: I-2 INDUSTRIAL DISTRICT BUILDING SETBACKS: FRONT: 40 FEET MINIMUM AT HAMBURG AVE SIDE/INTERIOR: 10 FEET MINIMUM, 30 FEET AT HAMBURG REAR:30 FEET MINIMUM PARKING SETBACKS: 15 FROM ANY PUBLIC OR PRIVATE ROAD. 5' FROM REAR OR SIDE INTERIOR PROPERTY LINE SITE CONSTRAINTS: MAXIMUM IMPERVIOUS SURFACE LOT COVERAGE = N/A PROPOSED BUILDING SIZE: EXISTING:30,065 SF PROPOSED EXPANSION:23,018 SF TOTAL:53,083 SF PARKING REQUIREMENTS: REQUIRED PARKING STALL SIZE: 90 DEGREES, 9'-0" x 20'-0" (WITH CURB 2' OVERHANG ALLOWED, 24'-0" AISLE WAREHOUSE: ONE (1) SPACE PER 1,000 SF OF FLOOR SPACE PRODUCTION:ONE (1) SPACE PER 350 SF OF FLOOR SPACE OFFICE:ONE (1) SPACE PER 200 SF OF FLOOR SPACE EXISTING BUILDING PARKING SUMMARY: OFFICE: 2,058 SF – 10% = 1,852/200 = 12 MANUFACTURING: 1,500 SF – 10% = 1,350/350 = 4 WAREHOUSE:26,507 SF – 10% = 23,856/1,000 = 24 EXISTING PARKING REQUIRED 40 EXISTING PARKING PROVIDED 40 PROPOSED ADDITION PARKING SUMMARY WAREHOUSE: 23,018 SF – 10% = 20,716/ 1,000 = 21 PROPOSED ADDITION PARKING REQUIRED 21 PROPOSED ADDITION PARKING PROVIDED 8 PROPOSED ADDITION PARKING DEFERRED 12 TOTAL REQUIRED PARKING = 61 SPACES AMOUNT OF PARKING SHOWN ONSITE = 61 TOTAL SPACES ZONING ORDINANCE USED: CITY OF LAKEVILLE CODE OF ORDINANCES - ON-LINE DATE: 07-05-2017 1 BUILDING CODES USED: 2015 MINNESOTA STATE BUILDING CODE W/ AMENDMENTS BASED ON 2012 INTERNATIONAL BUILDING CODE 2015 MN STATE ACCESSIBILITY CODE 2015 MN STATE ENERGY CODE PROJECT SUMMARY: SINGLE STORY PRE-CAST BUILDING ADDITION AND LOW SLOPE EPDM BALLASTED ROOF FOR SINGLE TENANT USE. PROPOSED BUILDING ADDITION SIZE: 23,018 S.F. CONSTRUCTION TYPE: TYPE IIB (NON-COMBUSTIBLE NON-FIRE RATED) FULLY SPRINKLED OCCUPANCY GROUPS (TABLE 503) EXISTING BUILDING: B (OFFICE), H-2 (HIGH HAZARD), H-3 (HIGH HAZARD), H-4 (HIGH HAZARD) PROPOSED ADDITION: H-4 (HIGH HAZARD), B (ACCESSORY OFFICE - 508.2) BASIC ALLOWABLE AREA (TABLE 503): PROPOSED ADDITION: H-4 = 17,500 S.F. 3 STORIES AREA INCREASE (SECTION 506): (EQUATION 5-1) Aa = {At + [At × If] + [At × Is]} Aa = {17,500 + [17,500 x 0.71] + [17,500 x 3]} = 82,425 SF (EQUATION 5-2) FRONTAGE INCREASE If = [F/P - 0.25]W/30 If = [760/792 - 0.25] 30/30 = 0.71 (EQUATION 5-3) W = (L1 × w1 + L2 × w2 + L3 × w3B) W = (256x30 + 140x30 + 104x30 + 40x30 + 56x30 +68x30 + 96x30) = 30 AREA SEPARATIONS (TABLE 508.4): 1-HOUR REQUIRED SEPARATION OF OCCUPANCIES BETWEEN H-4 AND B (ACCESSORY USE, SECTION 508.2.4) FIRE RESISTANCE FOR BUILDING ELEMENTS (TABLE 601): STRUCTURAL FRAME - 0 FLOOR CONSTRUCTION - 0 NON-BEARING WALLS - 0 ROOF CONSTRUCTION - 0 EXTERIOR BEARING WALLS - 0, DISTANCE GREATER THAN 30 FEET TO PUBLIC WAY FIRE RESISTANCE FOR EXTERIOR WALLS BASED ON DISTANCE (TABLE 602): EXTERIOR WALLS - MORE THAN 10 FEET BUT LESS THAN 30 FEET = 1 HOUR FOR "H" OCCUPANCY BUILDINGS PRECAST CONCRETE WALL PANELS MEET THE ONE HOUR REQUIREMENT, DOORS LESS THAN 25% OF WALL AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEMS (903.2.5): SPRINKLERS ARE TO BE PROVIDED THROUGHOUT THE BUILDING OCCUPANT LOADS (TABLE 1004.1.2): OFFICE = 100 PER SQ.FT., WAREHOUSE = 500 PER SQ.FT. OFFICE = 600 SF/100 = 6 OCCUPANTS, WAREHOUSE = 22,418 SF/500 = 45 OCCUPANTS OCCUPANT TOTAL = 51 MEANS OF EGRESS SIZING (1005): .2 X OCC. LOAD = EGRESS IN INCHES (SPRINKLED) .2 X 6 OCCUPANTS = 1.2" FOR OFFICE RQD, 36" PROVIDED .2 X 45 OCCUPANTS = 9" FOR WAREHOUSE RQD, 216" PROVIDED CODE SUMMARY TRAVEL DISTANCE (TABLE 1016.2): H-4, 175' FOR SPRINKLED BUILDINGS NUMBER OF EXITS: (SECTION: 1021.2) 3 EXITS MINIMUM REQUIRED, 7 ARE PROVIDED PLUMBING FIXTURES REQUIRED (TABLE 2902.1): STORAGE - 1 WC PER 100 OCC. 1 LAV PER 100 OCC. OFFICE (ACCESSORY) - 1 WC PER 25 FOR FIRST 50 OCC. & 1 WC PER 50 ABOVE 50 OCC. 1 LAV PER 40 FOR FIRST 80 OCC. & 1 LAV PER 80 ABOVE 80 OCC. ONE DRINKING FOUNTAIN AND ONE SERVICE SINK STORAGE SPACE = 45 (23 MEN, 23 WOMEN), .23 WATER CLOSET FOR EACH, .23 LAVATORIES REQUIRED FOR EACH OFFICE OCCUPANTS = 6 (3 MEN, 3 WOMEN - .12 WATER CLOSET FOR EACH, .12 LAVATORY REQUIRED FOR EACH PLUMBING FIXTURES REQUIRED:PROVIDED: MEN- (.35) 1 WC, 1 LAV MEN- 1 WC, 1 LAV WOMEN- (.35) 1 WC, 1 LAV WOMEN- 1 WC, 1 LAV ONE SERVICE SINK AND 1 DRINKING FOUNTAIN ONE SERVICE SINK AND 1 DRINKING FOUNTAIN (EXISTING) CHAPTER 3 AND 4 PROVISIONS MAXIMUM ALLOWABLE QUANTITY OF HAZARDOUS MATERIALS (TABLE 307.1.(1)) COMBUSTIBLE LIQUID: CLASS II - 120 GALLONS (WITH SPRINKLERS AND APPROVED CONTAINERS) = 480 GALLONS CLASS IIIA - 330 GALLONS (WITH SPRINKLERS AND APPROVED CONTAINERS) = 990 GALLONS CLASS IIIB - UNLIMITED IN A SPRINKLERED BUILDING FLAMMABLE LIQUID 1A - 30 GALLONS (WITH SPRINKLERS x2) = 60 GALLONS FLAMMABLE LIQUID 1B AND C - 120 GALLONS (WITH SPRINKLERS AND APPROVED CONTAINERS = 480 GALLONS HIGH HAZARD GROUP H-4 (307.6) BUILDINGS THAT CONTAIN MATERIALS THAT ARE CONSIDERED HEALTH HAZARDS SUCH AS CORROSIVES SHALL BE H-4 MAXIMUM ALLOWABLE QUANTITY OF NONFLAMMABLE LIQUIDS (TABLE 414.2.5(1)) CORROSIVES: 975 GALLONS (WITH SPRINKLER x2) = 1,950 GALLONS - OWNER STORAGE AMOUNTS EXCEED THE MAXIMUM QUANTITY (SO BUILDING CAN NOT BE CLASSIFIED AS S-1 OCCUPANCY). NOTE: MAJORITY OF PRODUCT STORED IN THE BUILDING FALLS INTO THE CATEGORY OF CORROSIVE MATERIALS WITH A NFPA HEALTH HAZARD OF 1, 2 OR 3 (PER SDS INFORMATION). THUS THE H-4 OCCUPANCY CLASSIFICATION. COMBUSTIBLE AND FLAMMABLE LIQUIDS STORED IN THE ADDITION WOULD BE EQUAL TO OR LESS THAN THE MAXIMUM ALLOWABLE QUANTITIES VENTILATION (414.3) GROUP H SPACES, IN WHICH CORROSIVE FUMES OR VAPORS MAY BE EMITTED DUE TO STORAGE SHALL BE MECHANICALLY VENTILATED AS REQUIRED BY THE IFC SECONDARY CONTAINMENT (414.5.4) H-4 0.3 SPRINKLER DENSITY OVER 5,000 SF FOR 20 MINUTES PLUS LARGEST CONTAINER = (0.3 X 5,000) 20 = 30,000 GAL + 330 GAL TOTE = 30,330 GAL. CONTAINMENT 18,780 SF X 3" = 4,695 CU.FT. X 7.481 = 35,123 CU.FT. - NOTE SPRINKLER DENSITY MAY BE LESS, HIGH WATER VOLUME SYSTEM ASSUMED EXPLOSION CONTROL (414.5.1) NOT PROVIDED AS QUANTITIES OF HAZARDOUS MATERIALS IN TABLE 307.1.(1) ARE NOT EXCEEDED EMERGENCY OR STANDBY POWER (414.5.3, EXCEPTION 1) EMERGENCY POWER FOR THE VENTILATION SYSTEM NOT PROVIDED AS MATERIALS STORED MEET THE REQUIREMENTS OF EXCEPTIONS 1.1, 1.2 AND 1.4 LANDSCAPE NOTES: 1. SEED MIX "A" SHALL BE - MN DOT #25-141 (COMMERCIAL TURF GRASS MIX FOR ALL DISTURBED AREAS THAT ARE NOT SPECIFICALLY MARKED). PLACE SEED AT A RATE OF 59 LBS. PER ACRE WITH 10-10-10 NPK FERTILIZER (200LB/ACRE) ALONG WITH MN DOT TYPE1 MULCH AT A RATE OF 2 TONS PER ACRE. SEED MIX "B" SHALL BE - MN DOT #33-262 A DRY SWALE/POND MIX PLACE AS RECOMMENDED IN THE MN DOT SEED MIX MANUAL. 2. SEED ALL OTHER AREAS THAT ARE DISTURBED DURING CONSTRUCTION WITH SEED MIX "A". EXCEPT FOR STORMWATER POND AREAS - SEE CIVIL PLAN FOR SEED AND EROSION CONTROL MEASURES. 3. PROVIDE CLEAN STRAW FREE OF WEED SEEDS FOR MULCH OVER THE SEEDED AREAS OR APPLY SEED VIA HYDROSEEDING METHOD. 4. WOOD FIBER BLANKET TO BE PROVIDED AT ALL SEEDED AREAS ON ANY SLOPE 3:1 OR GREATER. 5. ROCK MULCH TO BE MATCH EXISTING ONSITE - VERIFY PRIOR TO PLACEMENT - ROCK MULCH TO BE USED AT GENERAL PLANT BEDS (3"-4" DEEP). 6. SHRUB BEDS TO HAVE EDGER (NOT REQUIRED WHERE SHRUB BED MEETS CONC WALK). EDGER TO BE VALLEY VIEW BLACK DIAMOND, 20' LENGTHS OR APPROVED EQUAL. SPLICES TO BE JOINED BETWEEN PIECES. ANCHORS/STAKES TO BE USED - 4 MIN PER LENGTH. 7. SHRUB BEDS TO HAVE "TYPAR" WEED FABRIC. OVERLAY FABRIC WITH ROCK MULCH. POLY SHEETING WILL NOT BE USED AT GENERAL PLANT BEDS WHERE PLANTINGS PROPOSED. 8. FINELY SHREDDED HARDWORD MULCH SHALL BE INSTALLED UNDER ALL TREES AND SHRUBS THAT ARE NOT PART OF A GENERAL PLANTING BED. 9. PLANTS TO BE MAINTAINED BY LANDSCAPE CONTRACTOR WITH MANUAL WATERING OR WATER TRUCK UNTIL OWNER OCCUPIES THE EXPANSION. 10. UNDERGROUND UTILITIES TO BE LOCATED, BY THE CONTRACTOR PERFORMING THE WORK, PRIOR TO ANY EXCAVATION. 11. LANDSCAPE CONTRACTOR TO DO STAKING AS REQUIRED FOR PLANTINGS. 12. LANDSCAPE CONTRACTOR TO STRIP TOPSOIL FROM MAINTENANCE EDGER. MULCH TO BE PLACED AND COMPACTED AS REQUIRED. Scale Project number Date Drawn by Checked by 21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL: office@approdevelopment.com I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota Joseph J. Conti Registration Number: 41989 Date: February 08, 2018 Copyright © by APPRO Development, Inc. ISSUED FOR FINAL BID AND PERMIT, 02/08/18 As indicated 4/11/2018 8:11:56 PMA1-1 SITE PLAN 17-02-0149 21365 HAMBURG AVENUE LAKEVILLE, MN 55044 NEW WAREHOUSE ADDITION 02/08/18 JAC JJC 1" = 30'-0"A1-1 1 PROPOSED SITE PLAN 30'15'0'30' NORTH No. Description Date 1 REVISION #1 04/02/18 2 REVISION #2 04/12/18