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Home My WebLink AboutX-C-01 (a) Intek Plastics - 1000 Spiral Blvd. Site Plan Approval City Council Memorandum To: Mayor Fasbender and City Council From: Justin Fortney, City Planner Date: October 17, 2022 Item: Site Plan – Intek Addition – 2022-52– 1000 Spiral Blvd. Council Action Requested: Review and act on the attached resolution. A simple majority is necessary for action. Background Information: The applicants are proposing to construct an addition onto the Intek Plastics building with related improvements The Purchase Agreement for the eastern city owned parcel included in the site plan will be considered at the November 7th City Council meeting. The eastern property does not contain any building improvements but is necessary for stormwater drainage and a potential future roadway access. HEDRA recommended approval of the sale at its September 8, 2022 meeting. Please see the attached Planning Commission memo for further information. Financial Impact: N/A Advisory Commission Discussion: The Planning Commission reviewed the proposal on October 10, 2022 and voted 7-0 to recommend approval. Council Committee Discussion: N\A Attachments: • Resolution - Site Plan Approval • Planning Commission Staff Report from October 10, 2022 X-C-01 (a) HASTINGS CITY COUNCIL RESOLUTION NO._________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS GRANTING SITE PLAN APPROVAL FOR EXPANSION OF THE INTEK PLASTICS BUILDING AT 1000 SPIRAL BOULEVARD Council member _______________________ introduced the following Resolution and ___________________ moved its adoption: WHEREAS, Intek Plastics has petitioned for Site Plan approval to construct a 60,200 Sq. Ft. addition onto the existing building generally located at 1000 Spiral Boulevard, legally described as Lot 1, Block 1, and lot 2, Block 1, except the south 520-feet thereof, all of HASTINGS INDUSTRIAL ARK NO 3 ADDITION, Dakota County, Minnesota; and WHEREAS, on October 10, 2022, review was conducted before the Planning Commission of the City of Hastings as required by state law, city charter, and city ordinance; and WHEREAS, the Planning Commission recommended approval of the site plan to the City Council, subject to the conditions contained in this resolution; and WHEREAS, The City Council has reviewed the request and concurs with the recommendation of the Planning Commission. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HASTINGS AS FOLLOWS: That the City Council hereby approves the site plan as presented to the City Council subject to the conditions: 1. Conformance with the plans submitted with the Planning Commission Staff Report dated October 10, 2022 2. All disturbed areas on the property shall be protected to eliminate erosion control problems. 3. Approval of a building permit. X-C-01 (a) 4. Approval is subject to a one-year Sunset Clause; if significant progress is not made towards the proposal within one year of City Council approval, the approval is null and void. 5. The City Engineering Department must approve the grading, drainage, and erosion control plan and related conditions for the proposed site and adjacent areas impacted by the proposal. 6. The City Forester must approve the proposed tree planting species of the landscaping plan. 7. The 3.1 acre city owned lot to the east of the existing site must be purchased by the applicant for the current proposal. Council member __________________ moved a second to this resolution and upon being put to a vote adopted by _____ present. Ayes: ____ Nays: _____ Absent: ______ ATTEST: _______________________________ Mary Fasbender Mayor _______________________________ Kelly Murtaugh City Clerk I HEREBY CERTIFY that the above is a true and correct copy of resolution presented to and adopted by the City of Hastings, County of Dakota, Minnesota, on the 17th of October, 2022, as disclosed by the records of the City of Hastings on file and of record in the office. _______________________________ Kelly Murtaugh City Clerk (SEAL) This instrument drafted by: City of Hastings (JJF) 101 East 4th Street Hastings, Minnesota 55033 X-C-01 (a) To: Planning Commissioners From: Justin Fortney, City Planner Date: October 10, 2022 Item: Site Plan – Intek Addition – 2022-52– 1000 Spiral Blvd. Planning Commission Action Requested Review the proposed site plan and make a recommendation to the City Council. Background Information The applicants are proposing to add a 60,200 Square-foot addition onto the existing building, parking lot addition, and related site improvements for drainage and landscaping. The addition will be primarily for warehousing. Additional manufacturing lines will be added in place of the relocated warehousing. Comprehensive Plan The property is guided Industrial within the 2040 Comprehensive Plan. Zoning The property is zoned I-1 – Industrial Park. Allowable uses include manufacturing, warehousing and similar. Existing Condition The existing site was constructed in 1985 and has about 127,000 square-feet of manufacturing, warehousing, and related office space. Adjacent Zoning and Land Use The following land uses abut the property: Direction Use Comp Plan District Zoning District North Veteran’s Park Park PI – Public Institutional East Cranky Ape Auctions Industrial I-1 – Industrial Park Planning Commission Memorandum X-C-01 (a) South Processing Industrial I-1 – Industrial Park West Misc. Industrial Industrial I-1 – Industrial Park Site Plan Review Vehicular Access and Circulation The existing site works well. There are three entrances on two streets. Changes proposed include a parking lot addition to the east lot and improvements to the truck access loop for the new loading docks. A future driveway is planned through the east lot to Enterprise Avenue. Building Setbacks There are no prescribed minimum setbacks within the zoning district, however, proposed setbacks are reviewed during site plan review for conformity with the area. Proposed setbacks are within existing building setbacks, except to the rear. The rear setback is proposed at 28-feet, which is 10-feet further than the much smaller adjacent building to the west. Veteran’s Park is to the north. There is dense vegetation on the south side of Veteran’s Park for screening, along what is proposed on site. Required Parking Parking minimums are met. The existing and proposed building sizes require 187 parking spaces based on manufacturing and warehousing uses. A total of 190 spaces are proposed after the additional 28 are constructed. * Warehouse and Manufacturing: 1 per 1,000 SF (minimum one per employee) Architectural Design The applicant is proposing construction with a similarly textured precast panel as the existing building. These panels fit the class II building material description. The western façade is visible from the public street necessitating at least 65% class II materials and 25% Class I (glass, brick, natural stone). The applicants are proposing nearly 100% class II with the textured precast panels on the western side and zero class I. The city has been supportive of an increase of type II for a reduction of type I, when a façade is less visible and particularly when it is an existing building addition. This western side is the most visible as it is facing Millard Avenue, but is about 260-feet away with trees in-between. The only type III material proposed is on the south elevation. It is a small area between the two conjoined structures where the new structure extends about six-feet higher than the existing building. Landscape Plan The proposed landscaping was significantly influenced by the City’s Tree Replacement Guidelines. About 100 trees are proposed for removal in order to construct the addition X-C-01 (a) and grading for the drainage plan. Most of the significant trees that must be replaced are Boxelder, Cottonwood, and Tatarian Maples. They are mostly in a few clumps on the north and east parts of the site. They will be replaced with 111 3-inch caliper trees around the site, which will improve the street scape and site screening. Lighting Plan Lighting locations will be similar to existing with automatic LED wall pack lighting on the building and some LED pole lights in the parking lot to match existing. Grading, Drainage, Erosion Control and Utility Plan Review The drainage, grading and erosion control plan is being reviewed by the City Engineering Department for compliance. The proposed site drainage will mostly be directed to a proposed pond on the eastern lot for treating and infiltration. Some existing drainage from Veteran’s Park may be directed to a treatment and infiltration pond south of the water tower. ATTACHMENTS • Site Location Map • Site Pictures • Architectural Elevations • Site Plan Documents (with updated tree planting list) X-C-01 (a) X-C-01 (a) Vet’s Park East Lot Enterprise Ave Water Tower X-C-01 (a) X-C-01 (a) 215.0 28.45'27.98' 244.88' 245.13' CO N C P A D 12" RCP CULVERTS PROPOSED ADDITION 60,200 SF 2 8 0 . 0 0 2 8 0 . 0 0 215.00 65.74 9 3 . 5 1 62.80 56.96 A37.34 R40.00 A23.30 R15.00 NORTH EXISTING 125,643 S.F BUILDING PROPOSED BITUMINOUS PAVEMENT - SEE DETAIL SHEETS. KEYNOTES: PROPOSED CONCRETE- SEE DETAIL SHEETS. PROPOSED CONCRETE RETAINING WALL - SEE ARCHITECTURAL PLANS. PROPOSED HEAVY DUTY CONCRETE - SEE DETAIL SHEETS. PROPOSED SURFACES EXISTING IMPERVIOUS SURFACES...........5.06 ACRES (220,644 S.F.) PROPOSED IMPERVIOUS SURFACES.......1.75 ACRES(76,499 S.F.) TOTAL IMPERVIOUS SURFACES............... 6.82 ACRES (297,143 S.F.) TOTAL GREEN SPACE.................................6.60 ACRES (287,388 S.F.) TOTAL LOT AREA.........................................13.42 (584,531 S.F.) GREEN SPACE = 49% OF LOT X-C-01 (a) 28.45' 133.87' 12 16 POSSIBLE FUTURE DRIVEWAY 3.50' 3.45' 18.00'18.00' 24.00' 2 8 0 . 0 0 R3.00A4.71 R3.00A4.71 20.00 6. 0 0 6 . 0 0 20.00 13 . 7 2 17.00 14 2 . 9 4 10 8 . 0 0 134.12' 14.00 50.00' DRAINAGE EASEMENT N89°58'41"W 50.00 S89°58'41"E 565.00 S89°58'41"E 515.25 PROPOSED BITUMINOUS PAVEMENT - SEE DETAIL SHEETS. KEYNOTES: PROPOSED B618 CURB AND GUTTER - SEE DETAIL SHEETS. PROPOSED CONCRETE- SEE DETAIL SHEETS. NORTH F&I 4 C.Y CLASS IV RIP RAP PROPOSED CURB CUT - SEE DETAIL SHEETS. X-C-01 (a) 12" RCP CULVERTS FF:841.08 FG:840.17FG:841.89 FG:841.32 FG:840.76 1.0% 6.1% 8 4 0 844845 843 842 845846 83 8 83 9 84 0 84 1 83 7 NORTH ITEM DESCRIPTION UNITS 1 LF 150 ADDITIONAL BMP LIST TOTAL ESTIMATED QUANTITY 2 INLET PROTECTION LF 3 3 EROSION CONTROL BLANKET SY 7,555 SEDIMENT CONTROL LOG SEE SHEET 10 FOR DETAILED GRADING PLAN. SEE SHEET 10 FOR DETAILED GRADING PLAN. SE E S H E E T 9 X-C-01 (a) CONC CURB AND GUTTER CONC CURB AND GUTTER CHAIN LINK FENCE 833 834835836 838 837 839840 840839 839 835 834 836 837 838 838 840 834833 833834835 836837838 839 841 841 840 EOF:839.50 EOF:837.50 DRAINAGE EASEMENT N89°58'41"W50.00 S89°58'41"E 565.00 S89°58'41"E 515.25 NORTH CUT VOLUME.............................................................33,408 C.Y. FILL VOLUME................................................................3,507 C.Y. EXPORT VOLUME.......................................................29,901 C.Y. NOTES ● THESE VOLUMES USE A SWELL VALUE OF 1.2 AND A SHRINK FACTOR OF 0.9. ● TOP SOIL VOLUME IS UNKNOWN. ● THIS VOLUME INCLUDES EXCAVATION ON CITY PARCEL. EXCAVATION QUANTITIES FF:841.08 STORM WATER TREATMENT INFILTRATION POND INSTALL SILT FENCE AFTER POND HAS BEEN CONSTRUCTED. SE E S H E E T 8 SEE SHEET 11 SEE SHEET 10 FOR DETAILED GRADING PLAN. X-C-01 (a) BOTANICAL NAME COMMON NAMEKEYQTY SIZE PROPOSED TREE SCHEDULE 4 10 3"Gleditsia triacanthos 'Street keeper' 3"Gleditisia triacanthos var. Inermis "Skycole" 39 3"Gymnocladus diocus 30 3"Populus tremuloides 1 3"Acer saccharinum 'Fall Fiesta Suger' 3 2"Prunus sargentii 13 3"Acer Rubrum 4 3"Ulmus x New Horizon PROPOSED TREE REMOVAL SCHEDULE Street Keeper Honey Locust Skycole Honey Locust Kentuckey Coffee Tree Quaking Aspen Autumn Radiance Maple New Horizon Elm Fall Fiesta Sugar Maple Pink Flair Cherry St. Croix Ameriican Elm Amur Chokeberry Bur Oak Showy Mountain Ash 3" 2" 3" 2" 1 Ulmus mericana 'St. Croix' 1 Prunus Maa 1 Quercus macrocarpa 4 Sorbus decora TURF ESTABLISHMENT TOTAL TURF ESTABLISHMENT AREA TO BE SEEDED: 5.31 ACRES GS GT GD PT AS PS AR UN UM PM QM SD X-C-01 (a) 12" RCP CULVERTS NORTH 1130 1129 1052 1144 1149 1150 1139 1140 PT 1052 11431442 2 1104 1107 1106 11051 GT 1 GS 1111 11091108 4 GD 1138 1 UM 1148 1333 1132 1131 1135 11371136 1147 1146 11127 1125 1124 1108 1120 1121 1117 1123 1122 1113 1112 1110 1114 1126 1134 1119 1118 3 PS 1128 4 UN PM 1145111611151141 1099 1100 1102 1101 3 PT 1096 1095 1097 10921091109010891088 1079 1086 1094 1093 3 PT1 GS 1076 1 AS 1073 3 GD1 QM 1071 1087 1078 1083 1084 1085 4 SD 1081 1075 1082 1080 4 GD 1072 4 GD 1 GS 1074 1 GT 1 AR 1 GS 1 1 GT 1 AR AR GT 6 PT 1 1077 3 PT 1098 1103 X-C-01 (a) CONC CURB AND GUTTER CONC CURB AND GUTTER CHAIN LINK FENCE EOF:839.50 EOF:837.50 DRAINAGE EASEMENT N89°58'41"W50.00 S89°58'41"E 565.00 S89°58'41"E 515.25 NORTH 122712121207 4 1 GT 1 AR 1 AR PT 1 AR 1 GT 3 GD 2 GD 3 GD 1 GT AR 1 1220 1221 12221223 1225 1224 1 AR 1226 1 1 27 PT 1174 11 7 7 1 AR 11 7 2 11 7 3 11 7 5 11 7 6 11 7 8 11 7 9 18 0 AR 5 GD 1197 11641161 1162 1163 1165 1167 1168 1166 1 GT 11 6 9 11 7 0 11 7 1 1205 1204 1202 1203 1216 12061208 1209 1210 1213 1214 1211 1215 1 AR 1198 4 GD 1198 1201 10 GD PT AR 2 1154 1155 1146 1145 1144 114314421140 11531052 1052 1150 1156 1158 1 AR 1 1159PT GS 11181117 11151111 1109 1108 1110 1114 1104 1121 1116 11071108 1106 1105 1138 1149GD 1 GT 1 4 1139 1141 1148 1131 1135 1147 1123 1125 1126 11241122 1134 1333 1132 1113 1120 113711361119 1098 1100 1112 1160 GT 1186 11871188 1189 1191 1190 1185 1229 1228 11831182 1184 1181 1193 1194 1217 1195 1196 1219 1192 1157 3 PS 1 PM 1 UM 4 UN 1127 1128 1127 1130 1129 X-C-01 (a)