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ITEM 3.1_Engineers ReportReview No. 1 Halcanson ■■■Anderson ENGINEERING REVIEW Industrial Lot for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Lori Johnson, Administrator Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Dale Emter, Director of Preconstruction, Duke Realty Mike Brandt, PE, Sambatek Reviewed by: Date: Proposed Development: Street Location of Property: Ronald J. Wagner, P.E. Brent M. Larson, P.E. September 8, 2014 Gateway North Business Center Building No. 3 6301 Queens Ave. NE Applicant: Duke Realty 1600 Utica Avenue South, Suite 250 Minneapolis; MN 55416 Developer: Duke Realty Owners of Record: Duke Realty Purpose: Construct a 150,064 gross square foot office/warehouse building with an additional 116,200 square foot expansion of the building planned expansion in the future on 13.64 acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban industrial setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) TABLE OF CONTENTS INFORMATION AVAILIBLE SCHEMATIC DESIGN SET EXISTING CONDITIONS (C200) SITE PLANS (C201) GRADING PLANS (C202) UTILITY PLANS (C203) EROSION CONTROL PLAN PHASE 1 (C204) EROSION CONTROL PLAN PHASE 1 (C205) EROSION CONTROL DETAILS (C400) STREET AND UTILITY DETAILS (C401) STREET AND UTILITY DETAILS (C402) STORM SEWER AND HYDROLOGY CALCULATIONS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION INFORMATION AVAILABLE PAGE 2 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\OT2267 04 REVIEW 1.doc Final Plat for Gateway North 4th Addition, by Sambatek Site Plan for Gateway North Business Center (Building #3), dated 9/5/14, by Sambatek Stormwater Management Plan for Gateway North Business Center Building #3, dated 9/4/14, by Sambatek. Previous Gateway North Additions' Information Final Plat for Gateway North 3rd Addition, by Sambatek Additional Information City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map FINAL PLAT PAGE 3 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\OT2267 04 REVIEW 1.doc 1. No Final Plat was provided. It has been discussed this lot will be added to Gateway North 4t" Addition. 2. Plat will need to be reviewed and approved by Wright County Surveyor. SCHEMATIC DESIGN SET - 9/5/14 COVER SHEET 1. No cover sheet was provided. 2. Add a signature line and date line for City Engineer approval, Ronald J. Wagner, P.E. City Engineer. 3. The address for building #3 will be 6301 Queens Avenue. EXISTING CONDITIONS - SHEET C2.01 1. The following required information is missing from the existing conditions plan: a. Boundary lines to include bearings, distances, curve data, and total acreage of proposed plat, clearly indicated. b. Label widths of existing streets. C. Label size, and elevations of all existing sewers, water main, culverts, and other underground facilities within 150'. i. Water main stubs from Queens missing ii. Sewer stubs from Queens missing iii. Water main within lot to south missing iv. Water main connecting some of the hydrants missing. d. Identify by name and ownership adjacent property. e. Identify f. Show normal and 100 year flood elevations of storm pond to north and storm pond to south. g. Remove easements that will be platted as part of Building #3 h. Label as part of Outlot A Gateway North 3rd and remove existing labeling showing Outlot C, Block 1, and Lot 2 that do not correlate with existing conditions. i. Overtype at bottom of page between D & U easement labels and storm sewer labels j. Fiber optic line abruptly ends. SITE PLAN - SHEET C201 PAGE 4 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\OT2267 04 REVIEW 1.doc 1. Remove removal of pavement for utility connection in Queens Avenue as water and sewer will be accessed from existing stubs outside of Queens Avenue. 2. Show signs which indicate One Way status for drive on west side of building. 3. Bituminous curb and no curb along the pavement to the south and west of the building is allowed understanding the staging the properties and buildings will be going through and that the ultimate design has concrete curb edging all asphalt. 4. Key note D and J are not arrowed to the correct location. GRADING PLAN - SHEET C202 1. As discussed in our preliminary review meeting, we would prefer the island curb be extended to the catch basin and asphalt flumes extended from the edge of asphalt to around the catch basins. 2. Remove dashed polygon line in Queens Avenue indicating saw cut for proposed water and sewer connections that we have determined can be served from other options. UTILITY PLAN SHEET C203 1. Arrows indicating location of water stubs in southwest corner of building need revision. Water line is pointed out as sewer and vice versa. No sanitary sewer line is proposed so note can be removed. 2. Note on MH 04 appears to be a remnant of a previous design and should be removed — located near SW corner of building. 3. Include coverage circle for relocated hydrant located at center of east side of building along Queens Avenue as it does provide fire coverage to the building. 4. Provide elevation for sanitary sewer stub near south east corner of building. 5. Provide easements around all hydrants as City crews will maintain hydrants.' EROSION CONTROL PLAN PHASE 1 SHEET C204 1. No Comments. EROSION CONTROL PLAN PHASE 2 SHEET C205 1. No Comments. PAGE 5 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\OT2267 04 REVIEW 1.doc EROSION CONTROL DETAILS SHEET C400 No comments. STREET AND UTILITY DETAILS SHEET 401 No comments. STREET AND UTILITY DETAILS SHEET 402 No comments. STORM SEWER CALCULATIONS 1. No Comments. OTHER CONSIDERATIONS No Comments. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. PAGE 6 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\OT2267 04 REVIEW 1.doc