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Home My WebLink AboutItem 08 Timbercrest City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: April 29, 2022 Subject: Packet Material for the May 5, 2022 Planning Commission Meeting Agenda Item: Mark A. Davis Medical Building Height Conditional Use Permit Application Action Deadline: May 16, 2022 INTRODUCTION Mark A. Davis has submitted an application for a conditional use permit to allow the construction of a 59-foot, eight inch tall 100,000 square foot medical office building to be located on property at 18465 Orchard Trail. The property is zoned PUD, Planned Unit Development District which allows a maximum building height of three stories or 35 feet subject to increased setback requirements and approval of a conditional use permit. The properties included in the proposed development are two platted parcels requiring site plan approval. EXHIBITS A. Location and Zoning Map B. Aerial Photo C. Timbercrest at Lakeville 3rd Addition 2004 Preliminary Plat Master Site Plan D. Site Plan and Lower Level Parking Plan E. Grading Plan F. Utility Plan G. Landscape Plan H. Building Elevation Plans (5 Pages) I. SRF Consulting Traffic Study Executive Summary Findings, Conclusions, and Recommendations (4 Pages) 2 PLAN A NALYSIS Surrounding Land Uses and Zoning North – Wetlands, Orchard Trail, former Best Buy building (PUD District) South – 185th Street (CSAH 60) and Family of Christ Lutheran Church (RS-3 District) East – Commercial Retail/Restaurants, Northlake Lots Apartments, Orchard Trail, (PUD District) West – Wetland, Commercial Retail/Restaurants/Service Businesses (PUD District) Property. The subject property includes two platted lots described as Lots 3 and 4, Block 1, Timbercrest at Lakeville 3rd Addition totaling 4.23 acres in area. The Timbercrest at Lakeville preliminary plat was approved in 2001. The site was preliminary graded in 2005. The development of the first phase commercial retail/restaurant and parking lot was completed in 2008. The subject property is served with City sewer and water services. Lots 3 and 4, Block 1 associated with this development shall be combined by administrative approval of a zoning lot letter and the combination of the properties into a single tax parcel subject to approval of the Dakota County Assessor. Zoning. PUD District with underlying zoning controls that apply to the C-3, General Commercial District. Timbercrest at Lakeville Master Site Plan and Timbercrest at Lakeville 3rd Addition Site Plan. The existing commercial multi-tenant building on Lot 2 was constructed in 2008 and totals 15,500 square feet. A 5,100 square foot dental office received administrative site plan approval in 2021 for construction on Lot 1 and is pending building permit issuance. The site proposed for the new 100,000 square foot medical office building would replace two planned 15,000 square foot and 20,000 square foot retail buildings for Lots 3 and 4 envisioned on the original master site plan. Vehicle Circulation. Vehicles will enter the property from one of two driveway accesses onto Orchard Trail. There is an existing shared access to the Timbercrest at Lakeville 3rd Addition onto Orchard Trail. This access will remain and is located directly across from the Speedway motor fuel and convenience store located approximately 350 feet north of the 185th Street (CSHA 60) intersection. A new driveway access will be located approximately 255 to the north of the existing access directly across the new Northlake Lofts apartment building site. Parking. The 100,000 square foot medical office building requires a minimum of 450 vehicle parking spaces. The site proposes two levels of parking both surface and below ground totaling 460 spaces. Surface parking will be available as shared parking as envisioned with the Timbercrest at Lakeville 3rd Addition master site plan. The ordinance requires 87 parking spaces for the existing multi-tenant building of which 76 spaces are constructed on the commercial 3 building that includes Buffalo Wild Wings. The retail building has been utilizing 32 existing spaces on the owner of the proposed medical office building lot and approximately 65 existing spaces on the property owned by the proposed Moldrem Dentistry lot. The developer of the medical office building will be adding 102 additional surface spaces in front of the existing multi- tenant retail building in addition to 146 new surface spaces on Lots 3 and 4 for a total of 248 new surface parking spaces. An additional 212 parking spaces are in the below grade ramp for a total of 460 parking spaces, or 10 spaces more than the minimum number required. No existing parking spaces will be removed or otherwise impacted by the construction of the medical office building. Parking will be shared in accordance with a recorded shared access and parking easement between all properties within the development after completion of construction. Peak occupancy of the existing and proposed buildings are expected to complement each other in terms of daytime and evening prime occupancies. Dakota County Highway Department Review and Access Conditions at 185th Street (CSAH 60). Timbercrest at Lakeville has two accesses to 185th Street. The principal signalized access is located at Kenrick Avenue to the west of the proposed medical building site. The second access is at Orchard Trail which allows unrestricted turning movements without traffic signals. Dakota County provided review and input into the site plan proposal in addition to the findings outlined in the SRF Consulting traffic study. Dakota County has indicated that traffic projections and existing traffic patterns can be accommodated with existing road infrastructure. Dakota County does not anticipate that anticipated traffic volumes will warrant a traffic signal or construction of other intersection improvements and 185th Street (CSAH 60) and Orchard Trail at the time the medical building is occupied. Dakota County does monitor intersections along County Roads for possible future improvements. The summary findings of the SRF Consulting traffic study are attached as Exhibit I. Landscaping. Landscape plantings will be distributed throughout the site and will include various shade and evergreen trees and shrubs to complement existing landscape on Lot 2 and the future dental building property on Lot 1. Existing trees surround the north and west sides of Lots 3 and 4 with the protected wetland areas. The proposed evergreen trees and ornamental trees are less than the minimum size required. Evergreen trees require a minimum height of 8 feet. Ornamental trees require a minimum caliper of 2 inches. The landscape plan shall be amended prior to City Council consideration of the conditional use permit. Proposed Landscape Materials 25 Overstory trees (2.5 inch min. diameter) 5 Conifer trees (8 foot minimum height) 5 Ornamental trees (2 inch min. diameter) 153 Various Shrubs and perennials 4 Building Archit ecture/Exterior Materials. The building exterior is proposed to be primarily of Grade A materials including brick, stone, and glass on all four walls. The exterior materials comply with the requirements outlined in Zoning Ordinance 11-17 for commercial buildings and is consistent with the exterior materials of buildings within Timbercrest at Lakeville. Site and Building Lighting. A detailed site and building lighting plan have not yet been submitted and will be required prior to issuance of a building permit. All lighting on site and on the building shall be downcast only and consistent with the lighting within the Timbercrest PUD. Site and building lighting shall be reviewed by staff prior to issuance of a building permit to determine compliance with Zoning Ordinance requirements. Building Height Criteria. Section 11-73-15 of the Zoning Ordinance sets a maximum building height of 35 feet unless approved by conditional use permit. The proposed 100,000 square foot building would be 59 feet, eight inches tall. Section 11-17-7 of the Zoning Ordinance allows buildings to exceed the height limitations established within the individual zoning districts through a conditional use permit provided that: 1. The site is capable of accommodating the increased intensity of use (building height). The proposed building complies with the minimum setback requirements for a 60-foot tall building in the Timbercrest at Lakeville PUD. The proposed development meets the minimum parking requirements and street abutting the site can accommodate the proposed traffic caused by the additional 25-foot building height. 2. The increased intensity of use does not cause an increase in traffic volumes beyond the capacity of the surrounding streets. The proposed 59 foot, eight inch tall building will not increase traffic volumes beyond what can be accommodated by the surrounding streets in accordance with the findings established in the traffic study completed by SRF Consulting Engineers and reviewed by city staff and Dakota County. (See Exhibit I). 3. Public utilities and services are adequate. Sanitary sewer, city water, storm sewer utilities, and streets are in place to accommodate the proposed 100,000 square foot medical office building. 4. For each additional story over three (3) stories or for each additional ten feet (10') above thirty-five feet (35'), front and side yard setback requirements shall be increased by five feet (5'). The proposed building will include four levels with a proposed height of 59, eight inches. The Zoning Ordinance requires additional building setbacks of five feet for each 10 feet of additional building height. Minimum setbacks for a 35-foot tall or shorter building is: Front Yard – 30 feet 5 Side Yards – 10 feet Rear Yard (abutting street) – 30 feet Proposed building setbacks: Front Yard – 400+ feet Side Yards – 26 feet (east) 28 feet (west) Rear Yard – 40 feet (abutting 185th Street) The proposed building will comply with minimum setback requirements for a 59 foot, eight inch tall building. 5. The increased height is not in conflict with airport zoning regulations as provided in chapter 36 of this title. The proposed 59-foot tall building is not located within the Airlake Airport or other airport runway safety zone. 6. The performance standards and criteria of chapter 4 of this title are considered and satisfied. Chapter 4 of the Zoning Ordinance sets forth the criteria required for consideration of a conditional use permit. Findings of fact are drafted for the proposed conditional use permit. Findings of Fact for the proposed building height conditional use permit are attached RECOMMENDATION Planning Department staff recommends approval of a conditional use permit to allow a 59 foot, 8-inch tall commercial office building at Timbercrest at Lakeville 3rd Addition subject to the following stipulations: 1. The site and building improvements shall be developed according to the plans approved by the City Council. 2. The building roof height shall not exceed 59.8 feet as defined by the Zoning Ordinance and identified on the architectural plans attached to the planning report. 3. All building and freestanding signage shall comply with the Zoning Ordinance requirements. Signage shall require approval of a sign permit prior to installation. 4. The landscape plan shall be revised prior to City Council consideration of the conditional use permit to reflect minimum tree size requirements. 6 5. Site and building lighting shall be reviewed by staff prior to issuance of a building permit to determine compliance with Zoning Ordinance requirements. 6. Lots 3 and 4, Block 1 associated with this development shall be combined by administrative approval of a zoning lot letter and the combination of the properties into a single tax parcel subject to approval of the Dakota County Assessor. 7. The developer shall dedicate to the City a drainage and utility easement over the proposed storm sewer under the proposed driveway access and a stormwater ponding easement over expanded basin on Lot 4, Block 1. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 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! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! P/OS P/OS P/OS P/OS P/OS PUD PUD PUD PUD RM-1 RS-2 RS-2 RS-3 RS-3 RH-1 RST-2 185TH ST W J U RE L W A Y KAL M A R TRL ORCHARD T RL JULYC T KALMARCTKABERA T RLKANABEC TRLKENRICAVEKENRICKAVEKEN R IC K AVE181 ST ST W §¨¦35 TIMBERCREST MEDICAL BUILDING CONDITIONAL USE PERMIT ¹ Exhibit A Building Height Conditional Use Permit 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. Map Scale 1 inch = 300 feet 4/19/2022 Exhibit B P:\20011132.02\dMg\200I1132.02PPFOl.d. g 4/1/2005 10,18-10 AM CST , 1 oAleNgoJywrqN00°00 00E 12f. f6 -Rvoo( Q0000" q q9AsEG+42°28'33 N ZLY 9 .---------- mou R -ea 00 / I •I a _ ZS // M oi it1- OOVI T O75IvI r 11oIDO711OhgII1v u w ---------- 1...._.-........ U) IIIIEg p J I " o ._... .._ .._........... .................... 1r. I wLn QTY c.' yr I I :: co "' o (D 11QI. c _— ..C_7..................cn r..a 1fD0s R_ ... Iua~..................... ........... . . N°QS'OS'W I91.J9' I I p, I IYYY ° 4 PROPOSE AIN AN O URUTY EASEMENt u I o v I I II F v C a ai U LIzLn I r N o y 1 b I CIS cD x o 1eI1 J (n :3 a $ YI DQ Ir to Ci I N I ro : I ry8 '4av n 1 '13 '14240 I to I N 75 I I Multi Tenant/Retail 11,380 Sq. Ft >i a U, Q 5/ 4' 4s 1\ D a.°m°y. t umur-. I L--------- _Ne0°T4'S1'E N00°2454 E 302.48 — — — — — — — 77 00'( l f s M. ur- vlliai_v Irkoffr a a n > ;o s 4 YC - 4 R _ 1, a c ON a OQeD 24 z51 p vel C O ('.0 ( i 1, "1 V",1 2 a 4t 14 ceRFtsyylnJTlW ? ? u o O CD Q BoS ay, a y, n € ^ c n tP f-- 7 e 0 b n] i 0 § m Z Ou crn'D .,, mzAg a ; 2 016 g L a s mN a eo Omti " eExhibit C PROPOSED BUILDING FFE-1068.50 GFE-1057.42 40.0' 24.0' 15.0' 24.0' 24.0' 18.0' 20.0' 20.0' 15.0' 6.0' 3 10 12 16 17 17 18 18 8 9.0' TYP 3'R 3'R 3'R 3'R 3'R 3'R 3'R3'R3'R 5'R 4'R 4'R 20'R 5'R 3'R 7'R FLAT CURB (SEE DETAIl) 10' WIDE SIDEWALK EDGE OF NEW BITUMINOUS 10'R 25'R 3'R 7'R 86'R 71'R 65'R 50'R 3'R 24.0' 20.0' 20.0' TIE PROPOSED RETAINING WALL INTO EXISTING CONCRETE BLOCK RETAINING WALL (SEE GRADING PLAN) 3' CURB TAPER 2 15.0' MONUMENT SIGN. SEE ARCHITECTURAL. 5'R B612 CURB/ GUTTER SEE ARCH AND STRUCTURAL PLANS FOR PARKING GARAGE GARAGE TO LOWER LEVEL GARAGE 18.0' 2 TIE CURB/GUTTER INTO EXISTING 28.3' 36.6' 26.0' 26.0' 16.1' 16.3' 5' WIDE SIDEWALK 29.4' 40'R N SCALE IN FEET 0 30 60 05/01/20 CITY SUBMITTAL 07/21/20 CITY SUBMITTAL 08/20/20 CITY COMMENTS 10/19/21 CITY SUBMITTAL 01/26/22 CITY SUBMITTAL Review Date SHEET INDEX License No. Date 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 Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.19730 PJD DDL PJD 01/26/22 - LOUCKS W:\2019\19730\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 Site PlanPlotted: 01 /26 / 2022 2:17 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. LAKEVILLE, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C2-1 C3-1 C3-2 C3-3 C4-1 C8-1 C8-2 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES UTILITY PLAN CIVIL DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 DENOTES CONCRETE SIDEWALK DENOTES BITUMINOUS PAVEMENT PAVEMENT LEGEND TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE PLAN C2-1 CURRENT ZONING: PUD - PLANNED UNIT DEVELOPMENT DISTRICT BUILDING SETBACK: 40 FT. FRONT, 25' SIDE PROPERTY AREA:4.236 AC. PROPOSED IMPERVIOUS AREA: 3.218 AC. (75.97%) PROPOSED PERVIOUS AREA: 1.018 AC. (24.03%) 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 20' WITH A 24' WIDE TWO WAY DRIVE OR 9'X18' WITH CURB OVERHANG 6. ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 9. ALL SIGN POSTS TO BE 2.25" Ø ALUMINUM POSTS. OFF-STREET PARKING CALCULATIONS CITY PARKING REQUIREMENT: GROSS BUILDING MINUS 10% THEN ONE STALL PER 200 SF. REQUIRED STALLS = 100,000 SF x 90% = 90,000 SF..... 90,000/200 = 450 STALLS PROPOSED SURFACE STALLS = 248 (INCLUDES 9 HANDICAP STALLS) UNDERGROUND STALLS =212 (INCLUDES 2 HANDICAP STALLS) TOTAL PROPOSED STALLS = 460 SITE NOTES SITE DATA DENOTES HEAVY DUTY CONCRETE Exhibit D DN DN A300-P2 A300-P 1 A301-P 1 A301-P 2 210 36 18 COVERED DROP-OFF COVERED RAMP TO LOWER LEVEL 18 40 37 18 18 4 3 36 6 2 248 TOTAL SURFACE PARKING A302-P 1 HEIGHT RESTRICTION RAIL HEIGHT RESTRICTION RAIL GALVANIZED STEEL STAIR TO LOWER LEVEL HEIGHT RESTRICTION RAIL A302-P2 PRE-CAST PARKING DECK 126' - 4"322' - 0"194' - 8" 211' - 4" CONCRETE BLOCK LANDSCAPE RETAINING WALL 4'-0" HIGH DECORATIVE FENCE ATOP CURB 1% SLOPE 1% SLOPE PROPERTY LINE BUILDING SET-BACK PROPERTY LINE BUILDING SET-BACK 26' - 0"24' - 0 3/4" 20' - 0" 20' - 0" 24' - 0" 20' - 0" 20' - 0" 24' - 0" 20' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 9' - 0" 1% SLOPE 1% SLOPE 1% SLOPE9' - 0"9' - 0"9' - 0"SEE CIVIL PLANS DECORATIVE FALL PROTECTION FENCE ATOP CRASH PROTECTION WALL LIGHT POLE BASE, TYP LIGHT POLE BASE, TYP LIGHT POLE BASE, TYP 18' - 0"R 20' - 0"R 20' - 0"R 2' - 6"R 2' - 6"FLAT CURB 9'-0" CURB TAPER9'-0" CURB TAPER FLAT CURB 10'-0" CURB TAPER10'-0" CURB TAPER FLAT CURB 9'-0" CURB TAPER 1 1/8" / 1'-0" 9.3% GALVANIZED STEEL STAIR TO LOWER LEVEL OFF STREET PARKING GROSS BUILDING MINUS 10% 1 STALL PER 200 SF 100,000SF X 90% = 90,000 / 200 = 450 STALLS REQUIRED 212 BELOW GRADE PARKING 248 SURFACE STALLS (INCLUDES 11 HANDICAP STALLS) 460 TOTAL PROPOSED Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:22:00 PMA101-P PRELIMINARY SITE PLAN LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN N 1/16" = 1'-0"1 PRELIM PLAN - SURFACE PARKING No. Description Date CITY SUBMITTAL 01.26.2022 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD A300-P2 A300-P 1 A301-P 1 A301-P 2 RAMP 5 8 23 52 45 28 3 6 16 2 19 5 COMPACT 51 PARKING 161 PARKING 212 TOTAL BELOW GRADE PARKING A302-P 1 A302-P2 122' - 4"324' - 0"194' - 8" 211' - 4" 120' - 0" 1 1/8" / 1'-0" 9.3% TRENCH DRAIN Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:21:59 PMA100-P PRELIMINARY SITE PLAN LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN 1/16" = 1'-0"1 PLAN - LOWER LEVEL PARKING N No. Description Date CITY SUBMITTAL 01.26.2022 STAIR B ELEVATOR B STAIR A STAIR C PARKING TRAFFIC OVERHEAD DOOR VESTIBULE MECHANICAL / ELECTRICAL ELEVATOR C VESTIBULE MECHANICAL / ELECTRICAL MED GAS PARKING TRAFFIC OVERHEAD DOOR 51 SECURE PARKING LOWER LEVEL LOBBY LOWER LEVEL PARKING - SEE A100-P LOWER LEVEL PARKING - SEE A100-P Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:22:04 PMA200-P PLAN - LOWER LEVEL LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN 1/8" = 1'-0"1 PRELIMINARY BUILDING PLANS - LOWER LEVEL N No. Description Date CITY SUBMITTAL 10.19.2021 CITY SUBMITTAL 01.26.2022 18 8 4 2 PROPOSED BUILDING FFE-1068.50 GFE-1057.42 1065 1 0 6 6 1 0 6 7 10 6 8 1065 1066 106 7 10 6 8 10 6 5 10 6 6 106 6 1066106510661066 1065 1065BR E A K L I N E1067 1061 1062 1063 10 6 71059106010601 0 6 31064106510661067 1065 1061 1062 1063 1064 1066 106 7 10638 8 8 8 8 8 8 8 1065 1060 1055 1050 106510601060 1055 10551 0 6 6 1067 1067106610 6 0106410601058 106010591060106610671067 1067106610 6 3 1 0 6 8 1. 8 % 2. 0 % 3:1 4:1 4:1 5:1 4:1 5:1 1.5%2.1% 2.3% 1.5% 1.9% 1 . 3% 2 . 4% 1 . 5% 3.4% 67.34 67.10 66.91EX 67.40EX 66.68 66.45 66.17 65.37 68.60EX 68.40EX 64.41 65.80 65.65 65.43EX 65.55EX 66.52 67.02 66.60EX 66.60EX 66.90EX 68.0067.00 68.00 66.20EX 64.41 66.50EX 64.58 66.50 66.05EX 66.00EX 64.25 64.25 65.67 65.69 66.45 65.8865.95 65.8866.02 66.18 66.11 66.11 66.17 66.28 66.31EX 66.31 65.60 66.45 66.18 66.1565.79 65.72 66.32 TW=1066.50 GW=1064.00 TW=1066.50 GW=1064.00 68.00 68.50 68.00EX 67.39 66.68 1066.71 67.50 67.50 62.00 66.37 67.06 63.00 68.30EX 68.10EX 67.49 68.00 68.00 67.26 67.00 67.00 67.00 1.6% 67.00 67.45 68.50 67.06 TW=1066.50 GW=1063.50 888888EOF=1063.3 SEE ARCH AND STRUCTURAL PLANS FOR PARKING GARAGE N SCALE IN FEET 0 30 60 05/01/20 CITY SUBMITTAL 07/21/20 CITY SUBMITTAL 08/20/20 CITY COMMENTS 10/19/21 CITY SUBMITTAL 01/26/22 CITY SUBMITTAL Review Date SHEET INDEX License No. Date 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 Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.19730 PJD DDL PJD 01/26/22 - LOUCKS W:\2019\19730\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 Grading PlanPlotted: 01 /26 / 2022 2:17 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. LAKEVILLE, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C2-1 C3-1 C3-2 C3-3 C4-1 C8-1 C8-2 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES UTILITY PLAN CIVIL DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GRADING PLAN C3-1 GRADING & DRAINAGE NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), AND "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5.RETAINING WALLS OVER 4 FEET IN HEIGHT WILL REQUIRE A BUILDING PERMIT. 6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7.DUST MUST BE ADEQUATELY CONTROLLED. 8.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9.SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS POND DATA POND PEAK WATER ELEVATIONS WEST PONDEAST POND 10-YEAR 1059.78 1061.88 100-YEAR 1060.63 1064.42 Exhibit E PROPOSED BUILDING FFE-1068.50 GFE-1057.42 8 8 8 8 8 8 8 8 8888884 CORE DRILL 8" SANITARY INTO EXISTING SANITARY MANHOLE AT INV=1057.50 FIELD VERIFY EXACT INVERT AND LOCATION. RD INV=1061.04 COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL FES W/RIP RAP INV=1059.00 66 LF OF 15" PVC SCH 40 @ 0.25% 106 LF OF 24" STORM @ 0.25% 121 LF OF 27" STORM @ 0.25% 11 LF OF 27" STORM @ 0.25% 51 LF OF 27" RCP @ 0.25% SAN INV=1057.90 COORDINATE EXACT INVERT AND LOCATION WITH MECHANICAL 20 LF OF 8" PVC @ 2.00% 8" COMBINED FIRE & DOMESTIC SERVICE. COORDINATE EXACT INVERT AND LOCATION WITH MECHANICAL WET TAP 8" SERVICE TO EXISTING 8" WATER MAIN WITH GATE VALVE PER CITY STANDARDS. VERIFY EXACT LOCATION AND INVERT OF EXISTING MAIN. CBMH 3 RIM=1064.58 INV=1059.65 (24") W INV=1059.45 (27") NE CBMH 2 RIM=1064.25 INV=1059.15 (27") SW INV=1059.15 (27") SE CBMH 1 RIM=1064.25 INV=1059.12 (27") NW INV=1059.12 (27") E 4' SUMP=1055.12 STMH 4 RIM=1066.68 INV=1060.52 (15") W INV=1060.12 (21") S INV=1059.92 (24") E9 LF OF 15" STORM @ 0.25% 72 LF OF 21" STORM @ 0.25% WET TAP 6" HYDRANT TO EXISTING 8" WATER MAIN WITH GATE VALVE PER CITY STANDARDS. VERIFY EXACT LOCATION AND INVERT OF EXISTING MAIN. RAMP RD INV=1060.54 COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL STMH 5 RIM=1066.68 INV=1060.70 (15") W INV=1060.50 (18") S INV=1060.30 (21") N CORE DRILL 8" SANITARY INTO EXISTING SANITARY MANHOLE AT INV=1056.00 FIELD VERIFY EXACT INVERT AND LOCATION. SAN INV=1056.31 COORDINATE EXACT INVERT AND LOCATION WITH MECHANICAL 31 LF OF 8" PVC @ 1.00% 9 LF OF 15" STORM @ 0.25% RAMP RD INV=1060.73 COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL 66 LF OF 18" STORM @ 0.25% STMH 6 RIM=1066.68 INV=1060.87 (15") W INV=1060.87 (15") S INV=1060.67 (18") N 9 LF OF 15" STORM @ 0.25% RAMP RD INV=1060.90 COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL EOF=1063.3 SEE ARCH AND STRUCTURAL PLANS FOR PARKING GARAGE N SCALE IN FEET 0 30 60 05/01/20 CITY SUBMITTAL 07/21/20 CITY SUBMITTAL 08/20/20 CITY COMMENTS 10/19/21 CITY SUBMITTAL 01/26/22 CITY SUBMITTAL Review Date SHEET INDEX License No. Date 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 Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.19730 PJD DDL PJD 01/26/22 - LOUCKS W:\2019\19730\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 Utility PlanPlotted: 01 /26 / 2022 2:19 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. LAKEVILLE, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C2-1 C3-1 C3-2 C3-3 C4-1 C8-1 C8-2 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES UTILITY PLAN CIVIL DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. UTILITY PLAN C4-1 1.ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER 9.CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 11.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 12.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 13.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES STORM SEWER SCHEDULE STRUCTURE NO.CASTING MANHOLE SIZE CBMH 1 CBMH 2 CBMH 3 48" PRECAST STMH 4 CBMH 5 R-2556-A R-3067 CBMH 6 60" PRECASTR-1642 60" PRECAST 60" PRECAST R-3067 POND DATA POND PEAK WATER ELEVATIONS WEST POND EAST POND 10-YEAR 1059.78 1061.88 100-YEAR 1060.63 1064.42 72" PRECAST 48" PRECAST R-2556-A R-2556-A Exhibit F PROPOSED BUILDING FFE-1068.50 GFE-1057.42 PROPOSED BUILDING FFE-1068.50 GFE-1057.42 1065 1 0 6 6 1 0 6 7 10 6 8 1065 1066 106 7 10 6 8 10 6 5 10 6 6 106 6 1066106510661066 1065 106510671061 1062 1063 10 6 71059106010601 0 6 31064106510661067 1065 1061 1062 1063 1064 1066 106 7 10638 8 8 88888 1065 1060 1055 1050 106510601060 1055 10551 0 6 6 1067 1067106610 6 0106410601058 106010591060106610671067 1067106610 6 3 1 0 6 88888884 4 SGM 1 JT 1 NM 2 BS 1 NM 1 IH 1 IH 2 IH 2 IH EXISTING STORM BASIN 1 AE 1 BS 2 PP 15 ID 46 AC 1 RA 5 BJ 5 BJ 5 BJ 5 BJ 3 CV 3 MJJ 3 AD 3 RA 3 MJJ 6 AD 1 RA 6 AD 6 LN 5 CV 1 RA 5 CV 8 LN 6 AD 1 RA 3 MJJ 4 GOJ 3 CV 4 LN 9 GAC 3 AE 1 RA 3 SD 22 FG 5 GAC 1 RA 3 Jh3 4 SGM 3 HY 1 SGM 2 IH 1 AE 1 AE EDGER TYP. PLANTING BED TO INCLUDE SHREDDED HARDWOOD MULCH PLANTING BED TO INCLUDE SHREDDED HARDWOOD MULCH EXISTING STORM BASIN SEED TO BOTTOM OF BASIN BENCH EDGER EDGER RETAINING WALL (SEE GRADING PLAN) CONCRETE PAD FOR TRANSFORMER ROOF TOP LANDSCAPE TBD SEE ARCH AND STRUCTURAL PLANS FOR PARKING GARAGE DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE AE 6 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal IH 8 IMPERIAL HONEYLOCUST Gleditsia triacanthos `Impcole` TM B & B 2.5"Cal NM 2 NORTHWOOD MAPLE Acer rubrum `Northwood`B & B 2.5"Cal SGM 9 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE BS 3 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT PP 2 PONDEROSA PINE FULL FORM Pinus ponderosa B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE JT 1 JAPANESE TREE LILAC Syringa reticulata B & B 1.5"Cal HY 3 VANILLA STRAWBERRY HYDRANGEA TREE FORM Hydrangea paniculata `Renhy`B & B 1.5"-2.0" SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE AD 21 ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire`5 gal 24" HGT AC 46 AUTUMN MAGIC CHOKEBERRY Aronia melanocarpa `Magic Carpet` 5 gal 24" HGT BJ 20 BLUE RUG JUNIPER Juniperus horizontalis 'Blue Rug'5 gal 36"SPRD CV 16 COMPACT AMERICAN VIBURNUM Viburnum trilobum `Bailey Compact` 5 gal 24" HGT Jh3 3 Creeping Juniper Juniperus horizontalis 5 gal GAC 14 GREEN MOUND ALPINE CURRANT Ribes alpinum `Green Mound`5 gal 24" HGT ID 15 ISANTI DOGWOOD Cornus sericea `Isanti`5 gal 24" HGT LN 18 LITTLE DEVIL NINEBARK Physocarpus opulifolius `Little Devil` TM 5 gal 24" HGT GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FG 22 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster` 1 gal CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE GOJ 4 GREY OWL JUNIPER Juniperus virginiana `Grey Owl`5 gal 18" SPRD MJJ 9 MINT JULEP JUNIPER Juniperus chinensis `Monlep`5 gal 18" SPRD RA 9 RUSHMORE ARBORVITAE Thuja occidentalis `Rushmore`10 gal 36" HGT PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SD 3 STELLA D` ORO DAYLILY Hemerocallis x `Stella de Oro`1 gal GROUND COVERS QTY COMMON NAME BOTANICAL NAME 6,636 sf HARDWOOD MULCH SEE PLANTING DETAILS - COLOR: COCOA BROWN 16,302 sf NATIVE SEED MIX MNDOT SEED MIX 35-241 MESIC PRAIRIE GENERAL RATE: 36.5 LBS/ACRE 12,631 sf STORMWATER SEED MIX MNDOT SEED MIX 33-261 STORMWATER / POND RATE: 35 LBS/ACRE 11,170 sf TURF SOD PLANT SCHEDULE GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. 05/01/20 CITY SUBMITTAL 07/21/20 CITY SUBMITTAL 08/20/20 CITY COMMENTS 10/19/21 CITY SUBMITTAL 01/26/22 CITY SUBMITTAL Review Date SHEET INDEX License No. Date 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 Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.19730 PJD DDL PJD 01/26/22 - LOUCKS W:\2019\19730\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 Landscape PlanPlotted: 01 /26 / 2022 2:20 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE M.O.B. LAKEVILLE, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C2-1 C3-1 C3-2 C3-3 C4-1 C8-1 C8-2 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES UTILITY PLAN CIVIL DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date 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 Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.19730 PJD DDL DDL 01/26/22 - LANDSCAPE PLAN L1-1 N SCALE IN FEET 0 30 60 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Exhibit G LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL COMPOSITE METAL PANEL PILASTERS THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" STONE VENEER PILASTER BASE COMPOSITE METAL PANEL EYEBROW 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP PRE-COLORED, PRE-CAST STONE LINTEL HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE INTERNALLY LIT BUILDING SIGN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 2" D. x VARYING HEIGHT x VARYING WIDTH STONE VENEER COMPOSITE METAL CANOPY STONE VENEER CANOPY COLUMN BASE B.O. CANOPY 112' - 0" COMPOSITE METAL PARAPET CAP LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE LINTEL COMPOSITE METAL PANEL OVERHANGINSULATED PAINTED METAL OVERHEAD DOOR HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING B.O. CANOPY 112' - 0" COMPOSITE METAL CANOPY STONE VENEER CANOPY COLUMN BASE BUILDING SIGNAGE AREA CALCULATIONS ALLOWED AREA OF WALL SIGNAGE PER CHAPTER 3 SIGN ORDINANCE SECTION 11-23-15 TENANT BUILDING SIGNS: (1) WALL SIGN PER TENANT EXTERIOR WALL SIGNS NOT EXCEED 100SF BUILDING MONUMENT SIGN: (1) MONUMENT SIGN NOT TO EXCEED 10'-0" SIGN AREA NOT TO EXCEED 100SF PROPOSED PRELIMINARY BUILDING SIGNAGE AREA: NORTH: (1) BUILDING ADDRESS SIGN AT 12 SF - ANODIZED ALUMINUM NUMBERS (3) BUILDING TENANT SIGNS AT 100 SF EACH - INTERNALLY LIT LED (1) BUILDING SIGN AT 100 SF - INTERNALLY LIT LED SOUTH: MONUMENT SIGN: (1) AT 13'-0" W X 10'-0" H INTERNALLY LIT CABINET WITH ANODIZED ALUMINUM LETTERS ACTUAL SIGN AREA 100 SF BUILDING MATERIAL CALCULATIONS CLASS 1 BUILDING MATERIALS REQUIRED: 65% CLASS 1 BUILDING MATERIALL PROVIDED: 100% BUILDING MATERIALS BY ELEVATION: ELEVATION S.F. OF ELEVATION % OF ELEVATION NORTH: BRICK:5,327 43 STONE:720 5 COMPOSITE METAL: 1,199 10 GLASS:5,214 42 EAST: BRICK:5,794 71 STONE:328 4 COMPOSITE METAL: 360 4 GLASS:1,730 21 SOUTH: BRICK:6,148 49 STONE:140 1 COMPOSITE METAL: 1,092 9 GLASS:5,160 41 WEST: BRICK:5,885 72 STONE:340 4 COMPOSITE METAL: 219 3 GLASS:1,765 21 BUILDING: BRICK:23,154 56 STONE:1,528 4 COMPOSITE METAL: 2,870 7 GLASS:13,869 33 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:23:39 PMA300-P PRELIMINARY ELEVATIONS LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN 1/8" = 1'-0"1 PRELIMINARY ELEVATION - NORTH 1/8" = 1'-0"2 PRELIMINARY ELEVATION - EAST No.Description Date CITY SUBMITTAL 05.01.2020 CITY SUBMITTAL 07.21.2020 CITY SUBMITTAL 10.19.2021 CITY SUBMITTAL 01.26.2022 Exhibit H LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE LINTEL B.O. CANOPY 112' - 0" HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING DECORATIVE PAINTED STEEL FENCE STACKED CONCRETE BLOCK RETAINING WALL - SEE CIVIL LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL COMPOSITE METAL PANEL PILASTERS THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" STONE VENEER PILASTER BASE COMPOSITE METAL PANEL EYEBROW 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP PRE-COLORED, PRE-CAST STONE LINTEL HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 2' - 0"SIGN CABINET7' - 6" 6" SIGN CABINET 13' - 0"10' - 0"PRE-COLORED, PRE-CAST STONE SILL 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN LED INTERNALLY LIT SIGN BOX WITH ROUTED AND PUSHED-THRU ANODIZED ALUMINUM LETTERS 4" H. PRE-FORMED PAINTED METAL CAP FLASHING Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:24:03 PMA301-P PRELIMINARY ELEVATIONS LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN 1/8" = 1'-0"2 PRELIMINARY ELEVATION - WEST 1/8" = 1'-0"1 PRELIMINARY ELEVATION - SOUTH 1/4" = 1'-0"3 ELEVATION - MONUMENT SIGN No. Description Date CITY SUBMITTAL 05.01.2020 CITY SUBMITTAL 07.21.2020 CITY SUBMITTAL 10.19.2021 CITY SUBMITTAL 01.26.2022 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:24:21 PMA900-P PRELIMINARY PERSPECTIVES LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN No. Description Date CITY SUBMITTAL 05.01.2020 CITY SUBMITTAL 07.21.2020 CITY SUBMITTAL 10.19.2021 CITY SUBMITTAL 01.26.2022 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:24:21 PMA901-P PRELIMINARY PERSPECTIVES LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN No. Description Date CITY SUBMITTAL 05.01.2020 CITY SUBMITTAL 07.21.2020 CITY SUBMITTAL 10.19.2021 CITY SUBMITTAL 01.26.2022 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:24:21 PMA902-P PRELIMINARY PERSPECTIVES LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN No. Description Date CITY SUBMITTAL 01.26.2022 Note: Existing peak hour volumes shown represent estimated conditions and are based on traffic counts conducted 12-09-2021. Figure 2 Existing Conditions H:\Projects\15242\TS\Figures\Figure202115242 March 2022 N 185th Street/CSAH 60 Kenrick Avenue (70)55 (1125) 700 (10) 5 10 (10) 5 (5) 15 (15) (50) 20 (5)5 (80) 40 All-Way Stop Control 185th St Orchard CSAH 60 Lakeville Medical Center | Traffic Impact Study Davis Healthcare Real Estate Services | City of Lakeville Proposed Site Orchard Trail 185th Street/CSAH 60 Trail 70 (130) 535 (785) 20 (15) 15 (10) 0 (10) 50 (55) 60 (55) 50 (75) 10 (75) (10) 5 (5) 0 (45) 5 Trail Speedway B-W Wings Exhibit I Figure 3 Future Adjacent/Near-by Development-Generated Trip Directional Distribution and Peak Hour Volumes H:\Projects\15242\TS\Figures\Figure3 02115242 March 2022 N 185th Street/CSAH 60 Kenrick Avenue (10) 15 (0) 0 (0) 0 0 (0) 0 (0) 0 (0) (280) 80 (0) 0 (15) 5 All-Way Stop Control 185th St Orchard CSAH 60 Lakeville Medical Center | Traffic Impact Study Davis Healthcare Real Estate Services | City of Lakeville Proposed Site Orchard Trail 185th Street/CSAH 60 Trail 205 (160) 0 (0) 0 (0) 50% 40% Trail BW Wings Speedway (5) 0 (0) 0 (25) 10 0 (0) 0 (0) 0 (0) 0 (0) 195 (155) 25 (15) Mark A. Davis | Principal-Managing Partner March 14, 2022 Davis Healthcare Real Estate Services Page 15 Proposed Site Access/Circulation Review A review of the proposed Lakeville Medical Center development site plan (see Figure 3) was completed to identify issues specific to the site plan configuration and site circulation and recommend potential improvements if needed. The proposed development consists of 101,500 square feet of medical-dental office building and 457 surface and structured parking spaces. Vehicular access to/from the proposed site is planned at one location on Orchard Trail, opposite the Timbercrest 9th Apartments/former Best Buy secondary site access. Based on field observations, engineering judgement and applicable standards, there is adequate sight distance at the proposed site access location to clearly identify approaching vehicles. Consideration should be made to limit any sight distance impacts from future onsite structures, landscaping and signing. The proposed site plan is generally well configured and the proposed site access on Orchard Trail does not appear to represent a significant traffic safety or operations concern. Summary of Findings, Conclusions and Recommendations Based on this proposed Lakeville Medical Center Development traffic impact study and analysis, the following summary of findings, conclusions and recommendations is offered for your consideration: 1. Results of the existing traffic operations analysis indicate that all study intersections currently operate at an acceptable overall LOS C or better during the a.m. and p.m. peak hours under existing traffic control and intersection geometrics. However, the southbound approach at the 185th Street (CSAH 60)/Orchard Trail intersection operates at LOS F, during the p.m. peak hour. 2. Results of a traffic signal warrant analysis following Dakota County staff guidance, indicate that traffic signal warrants are not currently met under existing conditions. 3. The year 2025 Background Traffic/No-Build Conditions assumed future adjacent/near-by developments are expected to generate significant levels of traffic with a total of 676 a.m. peak hour trips, 1,053 p.m. peak hour trips, and 10,706 daily trip ends (50 percent in/50 percent out). 4. The year 2025 Background Traffic/No-Build Conditions traffic operations analyses indicate that the 185th Street (CSAH 60)/Orchard Trail intersection would operate overall at an unacceptable LOS F (over capacity) with over five-minute average delays per vehicle, while the remaining study intersections are expected to continue to operate at an acceptable overall LOS C or better during a.m. and p.m. peak hours under existing traffic control and intersection geometrics. 5. The year 2025 Background Traffic/No-Build Conditions expected 95th percentile queue (44 vehicles) on the southbound approach at the 185th Street (CSAH 60)/Orchard Trail intersection, would spill back over 1,000 feet and beyond the proposed Lakeville Medical Center site access, during the p.m. peak hour. 6. The site of the proposed Lakeville Medical Center (LMC) development is generally located northwest of the 185th Street (CSAH 60)/Orchard Trail intersection with construction assumed to be completed and fully occupied by year 2025. The proposed development consists of 101,500 square feet of medical-dental office building and 457 surface and structured parking spaces. Mark A. Davis | Principal-Managing Partner March 14, 2022 Davis Healthcare Real Estate Services Page 16 7. The proposed Lakeville Medical Center development is expected to generate a total of 315 a.m. peak hour trips, 399 p.m. peak hour trips, and 3,654 daily trip ends (50 percent in/50 percent out). 8. Based on a comparative land use analysis, the proposed Lakeville Medical Center development would generate very similar total daily trips as the approved 2005 master site plan land use for the subject site (35,000 square feet of retail on the subject site). Additionally, the proposed Lakeville Medical Center development would generate significantly fewer total daily trips than a scenario assuming two 5,000 square foot fast-food restaurants with drive-through on the subject site. 9. Only limited LMC development-generated traffic was assigned to the Buffalo Wild Wings site route since most LMC drivers visit the site infrequently and are not familiar with the site, LMC gateway signing would also guide drivers to the LMC main access and the configuration of the site parking promotes loading on the north portion of the site and use of the LMC main access. 10. The year 2025 Development Build Conditions traffic operations analyses indicate that the 185th Street (CSAH 60)/Orchard Trail intersection would continue to operate at an unacceptable overall LOS F (over capacity) during the peak hours, under the existing side-street stop control and intersection geometrics. The remaining study intersections are expected to continue to operate at an acceptable overall LOS C or better during the peak hours. 11. The 2025 Development Build Conditions expected 95th percentile queue (60 vehicles) on the southbound approach at the 185th Street (CSAH 60)/Orchard Trail intersection, would spill back 1,000 feet, beyond the Lakeville Medical Center site access, during the p.m. peak hour. 12. The future installation of traffic signal control (traffic signal warrants are projected to be met for the year 2025 No-Build and Build conditions) or other intersection improvements such as restricted access (3/4 access) at the 185th Street (CSAH 60)/Orchard Trail intersection would significantly improve traffic operations under both the No-Build and Build scenarios. However, further review of the installation of a traffic signal or other intersection improvements at the 185th Street (CSAH 60)/Orchard Trail intersection is recommended since these improvements have corridor wide implications that are beyond the scope of this site specific traffic impact study. 13. A review of the proposed Lakeville Medical Center development site plan was completed to identify issues specific to the proposed site configuration and circulation. Based on this review the proposed site plan is generally well configured and the proposed site access on Orchard Trail does not appear to represent a significant traffic safety or operations concern. 14. It is recommended that consideration should be given to limit any sight distance impacts from future onsite structures, landscaping and signing at the proposed site access on Orchard Trail. 15. Based on this proposed Lakeville Medical Center Development traffic impact study and analysis, and assuming a future intersection improvement at the 185th Street (CSAH 60)/Orchard Trail intersection, it is concluded that the City of Lakeville may consider the proposed Lakeville Medical Center Development, without concern that it would represent a negative traffic impact to the supporting area roadway system or existing site circulation and traffic operations. H:\Projects\15000\15242\TraffStudy\Reports\Report\15242_Lakeville Med Ctr_TIS_220314_Final.docx 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA MARK DAVIS BUILDING HEIGHT CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On May 5, 2022 the Lakeville Planning Commission met at it’s regularly scheduled meeting to consider a conditional use permit to allow the construction of a building at a height greater than 35 feet on property located at 18465 Orchard Trail in the PUD, Planned Unit Development District. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Planning District No. 1 of the 2040 Comprehensive Land Use Plan, which guides the property for commercial land uses. 2. The property is currently zoned PUD, Planned Unit Development District. 3. The legal description of the property is: Lots 3 and 4, Block 1, Timbercrest at Lakeville 3rd Addition 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed medical office building is consistent with the recommendations of the 2040 Comprehensive Land Use Plan. The property abuts 185th Street (CSAH 60). The proposed additional building height above 35 feet is compatible to other land uses in the in area. 2 b. The proposed use is or will be compatible with present and future land uses of the area. Finding: Provided compliance with the conditional use permit, the 4 story commercial building will be compatible with existing and future land uses in the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed medical office building complies with the requirements of the Zoning Ordinance including performance standards for increased building property line setbacks. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property lies within the current MUSA. The property is served with public sanitary sewer and water. The four level commercial office building with a height greater than 35 feet will have no impact on the City’s service capacity. e. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The four level commercial office building will not overburden the streets serving the property. 5. The planning report dated April 29, 2022 prepared by Associate Planner Frank Dempsey is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Associate Planner Frank Dempsey dated April 29, 2022. DATED: May 5, 2022 LAKEVILLE PLANNING COMMISSION BY: Jeff Witte, Chair City of Lakeville Public Works – Engineering Division Memorandum To: Daryl Morey, Planning Director From: Alex Jordan, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: April 28, 2022 Subject: Timbercrest at Lakeville Medical Office • Site Plan Review • Grading and Drainage Plan Review • Erosion Control Plan Review • Utility Plan Review BBAACCKKGGRROOUUNNDD Mark A Davis, on behalf of Lakeville MOB Partners, LLC has submitted a Conditional Use Permit request for Timbercrest at Lakeville Medical Office, and site plans to construct a 48,000 100,000 square foot four story multitenant medical office building and associated surface and below ground parking. The proposed improvements will be located on Lots 3 and 4, Block 1 Timbercrest at Lakeville 3rd Addition zoned PUD, Planned Unit Development. The proposed development is located west of and adjacent to Orchard Trail, and north of and adjacent to 185th Street (CSAH 60). The proposed development will be completed by: Applicant: Mark A Davis Engineer/Surveyor: Loucks, Inc. TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE MMEEDDIICCAALL OOFFFFIICCEE BBUUIILLDDIINNGG ––SSIITTEE PPLLAANN AANNDD CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT AAPPRRIILL 2288,, 22002222 PPAAGGEE 22 OOFF 66 SSIITTEE CCOONNDDIITTIIOONNSS The existing site contains vacant, undeveloped commercial land that was mass graded with the Timbercrest at Lakeville development. Existing trees, parking areas, utilities, storm sewer, watermain and sanitary sewer stubs are located on the property. EEAASSEEMMEENNTTSS Several easements exist on the parent parcels. The following easements will remain with the site improvements and will not be impacted: • Conservation easement per Doc. No. 456000 • Drainage and utility easement per Timbercrest at Lakeville 3rd Addition final plat • Trail, Drainage and Utility Easement per Doc Nos. 455997 and 455999 The Applicant shall grant to the City the following easements as a condition of the site plan approval: • Dedication of Drainage and Utility Easement over proposed storm sewer under the proposed driveway access • Dedication of stormwater ponding easement over expanded basin on Lot 4, Block 1 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 185th Street (CSAH 60) The proposed development is located north of and adjacent to 185th Street, a minor arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along 185th Street. 185th Street is currently constructed as a four-lane divided urban roadway adjacent to the plat. A ten-foot-wide bituminous trail is located along both sides of 185th Street. No access is proposed from the site directly onto 185th Street. Orchard Trail The proposed development is located west of and adjacent to Orchard Trail, a minor collector roadway as identified in the City’s Comprehensive Transportation Plan. A traffic study was conducted on the 185th Street and Orchard Trail intersection and surrounding Timbercrest development area. Dakota County Transportation and Lakeville engineering staff reviewed that traffic study and determined that the intersection of Orchard Trail and 185th Street does not currently meet traffic signal warrants. Additionally, the intersection does not meet the County’s minimum spacing requirements for signalized intersections. Although the intersection does not meet warrants, queuing is expected along Orchard Trail in the side street stop condition. The City and County will continue to monitor the intersection of 185th Street and Orchard Trail for future traffic operation issues. Additionally, the City and County are partnering to complete an area wide traffic assessment to determine the appropriate traffic control, access management and roadway improvements that may be necessary for the ultimate build out of TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE MMEEDDIICCAALL OOFFFFIICCEE BBUUIILLDDIINNGG ––SSIITTEE PPLLAANN AANNDD CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT AAPPRRIILL 2288,, 22002222 PPAAGGEE 33 OOFF 66 the Timbercrest development. The study area will extend along 185th Street between Kenrick Avenue and Kenwood Trail (CSAH 50) and north along Kenrick Avenue extending to Kenwood Trail. Any improvements recommended from the study would be programmed by the City and County in future Capital Improvement Plans. SSIITTEE PPLLAANN Site development includes the construction of a four-story 48,000 100,000 square foot multi- tenant medical office building with surface and underground parking garage and accompanying utilities. Access to the site will be from one proposed driveway entrance connecting to Orchard Trail. The driveway design must include stop signs and stop bars. In addition, the concept plan proposes to connect the medical office building parking lot and access to the adjacent commercial development parking lot to the east, which has an existing access to Orchard Trail from which the site could also be accessed. The Applicant must provide documentation of necessary ingress/egress easements over Lots 1 and 2, Block 1, Timbercrest at Lakeville 3rd Addition for the proposed connection of the accesses and parking lots prior to recording the final plat. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from a single rock construction entrance on Orchard Trail as shown on the Erosion Control Plan. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement for the parent parcels was satisfied with development of Timbercrest at Lakeville 3rd Addition. UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR The parent parcels are located within subdistrict ML-72530 of the Marion Lake sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed commercial development. 8-inch public sanitary sewer has been extended within a drainage and utility easement within the site. The development plans include connection to the public sanitary sewer to provide service to the proposed building. The Sanitary Sewer Availability Charge has been collected on the parent parcel and will not be required with the building permit application. TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE MMEEDDIICCAALL OOFFFFIICCEE BBUUIILLDDIINNGG ––SSIITTEE PPLLAANN AANNDD CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT AAPPRRIILL 2288,, 22002222 PPAAGGEE 44 OOFF 66 WWAATTEERRMMAAIINN The proposed development includes the construction of a private watermain system. 8-inch privately owned and maintained water main will be extended from existing 8-inch watermain stubs to provide service to the proposed building. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG The development is located within subdistrict ML-016 of the Marion Lake stormwater district as identified in the City’s Water Resources Management Plan. The proposed development requires expansion of an existing stormwater basin on Outlot C, Timbercrest at Lakeville. The basin expansion is consistent with City standards and provides adequate rate control and water quality volume for the proposed improvements. The Applicant shall grant an easement over the expanded stormwater basin area. The proposed development contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR The proposed development includes the construction of a private storm sewer system within the site to collect and convey the runoff generated from the proposed improvements to the adjacent public stormwater management systems. In order to meet the City’s stormwater management requirements, the Applicant shall replace the public storm sewer outlet from the basin that will be expanded and under the proposed private driveway. The Trunk Storm Sewer Area Charge has been satisfied and will not be required with the final plat. FEMA FLOODPLAIN ANALYSIS The proposed development site is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. RETAINING WALLS The proposed development includes construction of privately owned and maintained retaining walls. The retaining wall will be located on Lot 3, Block 1. TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE MMEEDDIICCAALL OOFFFFIICCEE BBUUIILLDDIINNGG ––SSIITTEE PPLLAANN AANNDD CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT AAPPRRIILL 2288,, 22002222 PPAAGGEE 55 OOFF 66 Retaining walls with a combined height greater than four feet shall be designed by a registered geotechnical or structural engineer and constructed in accordance with plans and specifications consistent with MnDOT requirements. A separate building permit from the City’s Building Official is required prior to the construction of the wall. The wall shall be inspected during construction and certified by the design engineer following construction. A security will be required with the final plat for the retaining walls. WETLANDS There are no wetlands within the site. EERROOSSIIOONN CCOO NNTTRROOLL The plans include a detailed erosion and control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. Redundant silt fence must be installed along all property lines adjacent to the conservation easement. SSEECCUURRIITTIIEESS AANNDD CCAASSHH FFEEEESS The Applicant shall provide a Letter of Credit as security for the Applicant-installed improvements relating to the development. CONSTRUCTION COSTS Storm Sewer Driveway Apron $ 50,000.00 10,000.00 Stormwater Basin Grading, Erosion Control and Restoration 60,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 110,000.00 OTHER COSTS Developer’s Design (3.0%) $ 3,300.00 Developer’s Construction Survey (2.5%) 2,750.00 City’s Legal Expense (0.5%) 500.00 City Construction Observation (5.0%) 5,500.00 Developer’s Record Drawing (0.5%) Retaining Walls 500.00 30,000.00 Landscaping 150,000.00 SUBTOTAL - OTHER COSTS $192,550.00 TOTAL PROJECT SECURITY $ 302,550.00 TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE MMEEDDIICCAALL OOFFFFIICCEE BBUUIILLDDIINNGG ––SSIITTEE PPLLAANN AANNDD CCOONNDDIITTIIOONNAALL UUSSEE PPEERRMMIITT AAPPRRIILL 2288,, 22002222 PPAAGGEE 66 OOFF 66 CCAASSHH FFEEEESS The MS4 Administration Fee shall be paid with the building permit application calculated as follows: x $60,000 x 2% = $1,200 Grading Security Total The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $3,300.00. CASH REQUIREMENTS MS4 Administration Fee $ 1,200.00 City Engineering Administration (3.00%) 3,300.00 SUBTOTAL - CASH REQUIREMENTS $ 4,500.00 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the site plan, grading and drainage plan, erosion control plan, and utility plan for the Timbercrest at Lakeville Medical Office Building, subject to the requirements and stipulations within this report.