Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PC Staff Report 11-17-2015
PROPOSED MOTION: "The Chanhassen Planning Commission recommends that City Council approve Site Plan Review for the construction of a 4,300 square -foot medical office building on 1.29 acres of property zoned Highway and Business Services District (BH), an off -premise directional sign; and adoption of the attached Findings of Fact and Recommendation." SUMMARY OF REQUEST: The applicant is requesting Site Plan Review for the construction of 4,300 square -foot medical office building and an off -premise directional sign. Notice of this public hearing has been mailed to all property owners within the required 500 feet. Staff is recommending approval of the request with conditions. LOCATION: 195 West 79th Street (Lot 2, Block 1, Gateway East 2nd Addition) 6e APPLICANT: Randy Schold OWNER: City of Chanhassen 8925 Twin Lakes Crossing 7700 Market Boulevard Eden Prairie, MN 55347 Chanhassen, MN 55317 rschold ,metroplains.com 651-523-1244 PRESENT ZONING: Highway and Business Services District, BH 2030 LAND USE PLAN: Commercial ACREAGE: 1.29 Acres DENSITY: NA LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision. The City's discretion in approving or denying an off -premise directional sign plan is limited to whether or not access is confusing. This is a quasi-judicial decision. PROPOSAL/SUMMARY The request consists of a site plan application for the construction of a 4,300 square -foot medical building and an off -premise directional sign to be located at the northeast intersection of West 79th Street and Great Plains Boulevard. The site has an area of 1.29 acres, zoned Highway and Business Services District, BH, and is located east of West 796 Street, north of Highway 5, west of Highway 101 and south of Twin Cities and Western Railroad. Access to the site is gained via West 79th Street. Planning Commission Gateway 2nd Addition — Planning Case 2015-21 November 17, 2015 Page 2 of 20 This type of facility is permitted in the Highway Business District. Sewer and water are available to the site. The 4,300 square -foot building is proposed to be situated along the southwest corner of the site with a potential future building east of the current proposed building. The total permitted site coverage in the BH district is 65 percent. The proposed development has a total hard coverage area of 26%. The design of the building is attractive and is proposed to be constructed of high-quality materials. They include light and dark aggregate block, rough -face block, galvanized metal trellises, glass windows and a cable system to guide vines as they grow. The roof design is in a wide "V" shape which lends an interest to the design of the building and will act as screening for the rooftop equipment. The building elevations are highly articulated with many horizontal and vertical recesses and projections in the building fagade. Planning Commission Gateway 2 a Addition — Planning Case 2015-21 November 17, 2015 Page 3 of 20 Parking is buffered from views by landscaping and the building. The directional off -premise sign is proposed to be located at the intersection of Great Plains Boulevard and West 79th Street. Access to this site is confusing with multiple access points off of Great Plains Boulevard. Staff is recommending approval of the directional sign. Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan and directional sign with conditions as outlined in the staff report (the off -premise directional sign requires city council approval only). APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XVII, `BH" Highway and Business Services District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office - Institutional Developments Sec. 20-1255. — Signs allowed without permit. (2) Directional signs. b. BACKGROUND The site was previously owned by Apple Valley Red -E -Mix. In 1992, the City initiated the condemnation of the former Apple Valley Red -E -Mix parcel. hi October 1993, Apple Valley Red - E -Mix vacated the property. In June 1995, the City finalized the purchase of the site. On April 4, 1983, the City approved a non -conforming use permit, a conditional use permit (#82- 4) and a variance to permit a washout system at the Apple Valley Red -E -Mix site. The eastern end of the site was previously owned and used for a Taco Shop. In October 1991, the City initiated the condemnation of the Taco Shop parcel in conjunction with the realignment of the intersection of Highway 101 and West 78th Street. On May 21, 1993, the City finalized the acquisition of the parcel. The pedestrian bridge was constructed over Highway 5 in 1995. On April 25, 2005, the Chanhassen City Council approved a Land Use Amendment from Parks and Open Space to Commercial, Preliminary plat for Gateway East 2nd Addition creating two lots and one outlet, and Site Plan Review for a 12,500 square -foot building for a water treatment plant and an 8,100 square -foot backwash tank on Lot 1, Block 1, Gateway East tad Addition. On May 23, 2005, the Chanhassen City Council approved the final plat for Gateway East 2nd Addition creating two lots and one outlot. Planning Commission Gateway 2 a Addition — Planning Case 2015-21 November 17, 2015 Page 4 of 20 SITE PLAN The applicant is requesting site plan approval for the construction of a 4,300 square -foot medical office building on 1.29 acres of property zoned Highway and Business Services District (BH). The one-story building is proposed to occupy the southwest portion of the site. Parking is proposed along the northwest corner of the site and will be screened by the building and landscaping. Site coverage may not exceed 65 percent. The total hard surface coverage proposed on the site is 26%. City code requires the development to have an attractive design and use durable materials. The design of the building is attractive and is proposed to be constructed of high-quality materials that are complementary to surrounding buildings. They include a variation of 1 light and dark aggregate block, rough face block, galvanized metal trellises, glass windows and a cable system to guide vines as they grow. The roof design is in a wide "V" shape which lends an interest to the design of the building and will act as screening for the rooftop equipment. The building elevations are highly articulated with many horizontal and vertical recesses and projections in the building fagade. All elevations have received equal attention. The trash enclosure for the building is located north of the parking lot and is hidden from views. The materials used on the trash enclosure must be the same material as the building. Planning Commission Gateway 2"a Addition — Planning Case 2015-21 November 17, 2015 Page 5 of 20 Staff regards the project as a well-designed development. The overall design is sensitive to the surrounding area. Based upon the foregoing, staff is recommending approval of the site plan with conditions as outlined in the staff report. LIGHTING The applicant has submitted a lighting plan and a photometrics plan has been prepared for the site. Light levels for site lighting shall be no more than one-half foot candle at the project perimeter property line. This does not apply to street lighting. All fixtures must be shielded. SIGNAGE The applicant is proposing one ground low -profile business sign along Highway 5. The sign ordinance permits one ground low -profile business sign per each outlot or separate building pad that has street frontage. The height of the sign shall not exceed 8 feet and square footage of the sign shall not exceed 64 square feet. Such signs shall be located at least 300 feet from any other pylon or ground sign on the parcel and at least 10 feet from any property line. The applicant is also proposing an electronic message center along the upper portion of the monument sign. This use is permitted under the sign ordinance. The final sign request is for an off -premise sign. Such signs are allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. Staff is proposing the following criteria for the off_ premise directional sign: U-1..1 1@ Q3 0 LED SIGNAGE WITH CURRENT ANNOUNCEMENTS LLC METAL STAND OFF LETTERING 1. The sign shall not exceed 8 feet in height. 2. The sign area shall not exceed 32 square feet. 3. The sign shall be located outside of the sight triangle and shall not interfere with the driver's intersection sight distance. 4. The sign shall maintain a minimum of 10 feet from the back of the curb. Planning Commission Gateway 2°d Addition — Planning Case 2015-21 November 17, 2015 Page 6 of 20 5. The sign shall maintain a 1.5 -foot separation from the trail. 6. The sign shall not be illuminated. 7. The sign shall not interfere with snow removal operations. 8. The sign lettering shall not exceed 6 inches. 9. The sign shall only include the names and logos of the businesses and a directional arrow. 10. The sign design shall compliment the design and materials of the proposed building. 11. The sign shall not obstruct driver's views of any city -owned street signage or railroad signage. Staff will work with the applicant to finalize the design of the directional sign. PARKING The ordinance requires one parking space per 150 square feet of medical/clinical office space. The number of spaces required is 26 parking spaces. The applicant is providing 31 parking spaces. GENERAL SITE PLAN/ARCHITECTURE ARCHITECTURAL COMPLIANCE Size Portion Placement The building entrance is located off West 79a' Street. The building entrance is articulated with glass and a galvanized metal trellis. Planning Commission Gateway 2°a Addition — Planning Case 2015-21 November 17, 2015 Page 7 of 20 The site is very well laid out with the building as the main focus while the parking is screened from views. The architectural style complements the design of the water treatment plant building and the pedestrian bridge. Material and Detail Building materials consist of high-quality materials including a light and dark aggregate block, rough -face block, galvanized metal trellises, glass windows and a cable system to guide vines as they grow. The building elevations are highly articulated with many horizontal and vertical recesses and projections in the building fagade. Height and Roof Design Building height is one story at 16 feet. Pitched roof element is in the shape of a wide "V". This design complements the surrounding area as it mimics the design of the water treatment plant and acts as rooftop screening. Height is limited to two stories in the BH zoning district. Planning Commission Gateway 2rud Addition — Planning Case 2015-21 November 17, 2015 Page 8 of 20 Facade Transparency The design standards require 50 percent of the first floor elevation that is viewed by the public to include transparent windows and/or doors. All other areas shall include landscaping material and architectural detailing and articulation. The proposed building incorporates these elements on all four facades. Site Furnishing Community features include landscaping, lighting, and access to the pedestrian bridge. The site will incorporate patios with benches, chairs, tables and bike racks. BENCH RM PATO) J N NURCTURM IANDNAPE DORMS NXxIF NPALLEL 428E NVULS: WTALUMINUM MW--.REG1OMUmWKM W'OOO BINE BRCNS 1 If — r tet.. �.,� �.!: •` - MXxvratruRw: uxoscAPE ram> XAME:PNCC -AlIRE£ , AIMNa OEMIIE' Cl55-AUNNUKYUM CENC 111' NAxumcXuxm: uxouAPE WRNS NAIRMULIITAIIUWN Mh LOCAM:CASTALUMIXUM FRAA'IF,REGMx1LlY5OURC91 WOOD WCAIONTRp Planning Commission Gateway 2nd Addition — Planning Case 2015-21 November 17, 2015 Page 9 of 20 Loading Areas, Refuse Area, etc. The trash enclosure is located north of the building. The materials used shall be the same as those used on the proposed building. ENGINEERING The applicant is proposing to construct on 4,600 square -foot building and an accompanying parking lot 9,350 square feet in area; or 0.32 acres of new impervious surface. This phase will result in 0.75 acres of disturbance. The applicant has indicated they are considering a future building at a time to be determined. The applicant has a choice of either subdividing the property to accommodate the second building or obtain a Conditional Use Permit to allow multiple buildings on a single lot. Regardless of whether they subdivide or request to build it under a Conditional Use Permit, Storm Water Utility fees will be collected for the entire site at that time. The applicant is not requesting to rezone the property. EASEMENTS A drainage and utility easement was recorded in the Gateway East 2nd Addition plat around the perimeter of the property as well as over the pond on the southeast corner of the property. The proposed garbage enclosure is located within this easement. The enclosure must be relocated, or the developer must enter into an encroachment agreement with the City. The City shall grant an easement for the maintenance and construction of the cul-de-sac island to the owner of this property. All easements, existing and proposed, shall be labeled in the plan set. SITE CONSTRAINTS Wetland Protection Neither the City of Chanhassen Wetland Inventory nor the National Wetland Inventory indicate the presence of a wetland on the subject property. A review of aerial photography and topographic maps lends support to the absence of wetland on the site. Bluff Protection There are no steep slopes or bluffs on the property. Shoreland Management The property is not within 1,000 feet of a lake or 300 feet of a riparian system and is, therefore, not within a shoreland overlay district. Planning Commission Gateway 2"a Addition — Planning Case 2015-21 November 17, 2015 Page 10 of 20 Floodplain Overlay This property does not lie with a floodplain. Other Constraints This property is a known LUST (leaking underground storage tank) site. Contaminated soil has been found on-site. This soil contamination, although apparently contained, precludes the use of infiltration as a stormwater management practice. SITE GRADING: DRAINAGE The site drains from west to east and from north to south. There is a small detention pond in the southeast corner of the property. This pond was excavated with the construction of the water treatment plant. The proposed grading will continue the existing drainage pattern; however, runoff from the new impervious surface will be treated in an underground ContechTM CMP detention system before discharging to the existing pond. The grading and drainage plan (sheet C2) shows that the slope south of the proposed building will alter the drainage and force it to go immediately onto MnDOT right-of-way. This proposed grading will also have the potential to create a more erosive condition due to the increased channelization of flow. Grading south of proposed building shall be revised to minimize channelization of flows and to maintain drainage on the subject property. The latter may be excused if permission is granted from MnDOT. The developer's engineer shall provide a separate "existing conditions" plan page to show the existing conditions and topography of the site as well as all easements on the property. The plans shall show existing and proposed elevations at the lot corners and the corners of the proposed structure. The geotechnical analysis of the site included 10 boring locations. Three borings encountered groundwater approximately 20 feet below the proposed building floor elevations. SITE GRADING: EROSION PREVENTION AND SEDIMENT CONTROL The proposed phase of development will not exceed one (1) acre of disturbance and therefore will not be subject to the General Permit Authorization to Discharge Stornwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). However, the likely future expansion would be considered part of the same larger common plan of development and would exceed the one (1) acre threshold. In anticipation of this, the applicant has prepared a Surface Water Pollution Planning Commission Gateway 2nd Addition — Planning Case 2015-21 November 17, 2015 Page 11 of 20 Prevention Plan (SWPPP) for city review. This SWPPP will need to be a standalone document that is consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The following changes are needed to the SWPPP and/or grading and erosion control plan: 1. Project designer shall work with city staff to assure accurate contacts are included on sheet SW -1. 2. References must be to appropriate storm water management BMPs. No infiltration is proposed on-site. (see DESCRIPTION OF RECEIVING WATERS on sheet SW -1) 3. Sheet SWI shall include Rice Marsh Lake as the receiving water. 4. Sheet SW -1 indicates that there will only be 0.07 acres of new impervious. Staff calculates the new impervious to be 0.32 acres. The SWPPP shall be amended to accurately reflect this. 5. Sheet SW2 — SOILS AND NATIVE TOPSOIL shall be amended to indicate that 6 inches of topsoil is required on all disturbed areas to be used as green space. 6. Sheet SW2 shall be amended to indicate that the city must receive a copy of the dewatering plan and approve before any dewatering can take place. 7. Note shall be added to SW2 indicating that all outlets must be stabilized within 24 hours of connection. 8. The graded slope south of the proposed building shall be stabilized with an appropriate rapid stabilization method as it discharges off site. 9. The pipe configuration used to outlet underground system into pond shall be made as shallow as possible and with as large a drop as possible into STM MHl so as to dissipate energy in the system and minimize rates. Ex. Raise SW invert by 1.5 feet to 948.3. 10. Sheet C3 shall use the city silt fence detail which shows that wooden posts are not allowed. 11. Sheet C3 shall use city detail for rock construction entrance or shall be amended to show that geotextile fabric must be placed under the rock. 12. The plans shall show locations proposed for stockpile areas. 13. A final stabilization plan will be needed. This is typically the landscaping plan. The sheet included shows only woody vegetation south of the building to the property line. This must indicate how this will be stabilized. Planning Commission Gateway 2"a Addition — Planning Case 2015-21 November 17, 2015 Page 12 of 20 STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." City Code requires that the water quality treatment is either "consistent with NURP criteria" or "meet(s) the MPCA NPDES construction permit for permanent stormwater management systems;" whichever is more restrictive. The NPDES requires that there is a reduction in total phosphorous (TP), total suspended solids (TSS) and total runoff volume post development and is considered the more restrictive. However, as Riley Purgatory Bluff Creek Watershed District has recently begun implementing their rules, the development must meet those requirements. The developer, the watershed district and city staff met to discuss the site. It was determined that as a result of the presence of contaminants in the soil, infiltration would not be allowed. The developer is proposing to install a ContechTM CMP Detention System under the parking lot. While this can be designed to meet the water quality requirements, it does not address volume reduction. Infiltration is not the only method of volume reduction. The capture and use of rain water for irrigation is an accepted and frequently used method. The primary expense of the capture and use system is the storage which is already being installed with this project. Further, no water quality modeling has been provided to demonstrate that it does meet the requirements. The underground system will require pretreatment. The applicant is proposing to obtain the pretreatment through a one -foot sump in CBL It has been staff's observations that one -foot sumps are inadequate to prevent introduction of sediment downstream unless cleaned on a frequent and regular schedule. The sump should be no less than three feet in depth and a device such as the SAFL BaffleTM from Upstream Technologies or the PreserverTM from Momentum Technologies or equivalent shall be employed. Further, an operations and maintenance manual, including required maintenance shall be developed and submitted to the City. Agreements arranged with the watershed district regarding the long-term operation and maintenance of the facility will be adequate but must be made available to city staff. 1. The applicant must meet the requirements of all other jurisdictional agencies, including the Riley Purgatory Bluff Creek Watershed District. 2. The applicant must evaluate other methods of volume reduction, such as capture and use, to achieve volume reduction to the maximum extent practicable. 3. The applicant shall provide the city with a drainage map corresponding to the provided HydroCADTM model. This shall be used to determine if pre- and post -construction rates are consistent with city requirements. 4. The applicant shall provide water quality modeling to the city for review and approval. The sump at CB 1 on Cl shall be deepened to 3 feet and a device such as the SAFL baffle, the Preserver or equivalent shall be installed. Planning Commission Gateway 2"d Addition — Planning Case 2015-21 November 17, 2015 Page 13 of 20 6. An operations and maintenance manual shall be developed and made available to the City. 7. The applicant shall enter into a maintenance agreement for the stormwater facility with either the watershed district or the city. Storm Water Utility Connection Charges Section 4-30 of the city code sets out the fees associated with surface water management. A stormwater development fee will be collected with the property upon application for a Conditional Use Permit or a subdivision for the future building. This fee will be calculated based upon the rates at that time. An estimate is shown below assuming no volume reduction and the entire 1.29 acres is assessable. Per acre rate Assessable Area Totals Water Quality $30,299.00 1.29 $39,085.71 Volume Reduction Credit $0.00 (based on I" volume reduction) could be $15,149.50 with full 1" 1.29 $0.00 Total flue (note a D&U over the pond would remove it from assessable area and reduce fee) $39,085.71 CUL-DE-SAC & PARKING LOT The plans propose a 30 -foot landscaping island in the center of the existing approximately 120 -foot cul- de-sac. Due to the proposed size of the island relative to the size of the cul-de- sac, traffic is unlikely to travel around the island and will go straight through the cul-de-sac instead. Possible conflicts would be created at the entrance to the proposed parking lot. The developer's engineer shall continue to work with city staff to find a geometric layout that would successfully route vehicles and minimize conflict. The Water Treatment Plant and Well Number 10 are located to the west of the cul-de-sac. In order to accommodate maintenance functions, staff will request City Council designate this area a "No -Parking" zone. The plans must label the dimensions of the parking spaces, drive aisle and the 26 -foot by 10 -foot turnaround at the end of the aisle. An additional plan sheet must be provided that does not show the "Phase 2" construction, but instead illustrates what is to be constructed on the site in "Phase 1" only. Planning Commission Gateway 2"a Addition — Planning Case 2015-21 November 17, 2015 Page 14 of 20 The plans must show the driveway entrance grade. SIDEWALK AND TRAIL This site is located adjacent to the regional trail that runs parallel along Trunk Highway 5. It is also near the pedestrian overpass across Trunk Highway 5. These are important trail facilities that provide pedestrians and cyclists north -south and east -west connections in Chanhassen. The plans propose a connection to the trail along Trunk Highway 5. This bituminous trail shall be revised into a concrete sidewalk that shall be owned and maintained by the property owner. To reduce hardcover and travel distance, staff will work with the developer's engineer to determine if this connection can be made directly to the switchback trail rather than following the curve of the cul-de-sac. The plans shall be revised to show dimensions for the width of the proposed sidewalks. The plan proposes a sidewalk in front of the building along the parking lot. These plans must comply with all ADA regulations for the site. SANITARY SEWER AND WATER MAIN Sewer service has already been constructed at the location shown on the plans. The proposed plan will adjust and tie into the existing service. The water main service will be provided from the 16 -inch water main that runs north -south along the western property line. All utility services shall be privately owned and maintained. Fees for city water and sanitary sewer connections shall be collected with the building permit. LANDSCAPING Minimum requirements for landscaping at the proposed development include 765 square feet of landscaped area around the parking lot, landscape islands or peninsulas, and three trees for the parking lot. The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table: Planning Commission Gateway 2°d Addition — Planning Case 2015-21 November 17, 2015 Page 15 of 20 The applicant meets minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: Required Proposed Vehicular use landscape area 765 sq. ft. 795 sq. ft. Trees/parking lot 3 trees 3 trees Islands or peninsulas/parking lot 1 islands/peninsulas 2 islands/peninsulas The applicant meets minimum requirements for trees and landscaping in the parking lot area. Bufferyard requirements: The bufferyard requirements have not been met. The applicant will need to increase plantings in order to meet minimum requirements. PARKS The plans show sidewalks that connect to city trails throughout the site. COMPLIANCE TABLE Lot Required plantings Proposed plantings Bufferyard B — north 1 overstory trees 1 overstory prop. line, 150' 3 Understory trees 0 Understory trees Building Height 6 Shrubs 0 Shrubs Bufferyard B — south 1 overstory trees 0 Overstory trees prop. line, Hwy 5,150' 3 Understory trees 3 Understory trees Building Setbacks 6 Shrubs 10 Shrubs The bufferyard requirements have not been met. The applicant will need to increase plantings in order to meet minimum requirements. PARKS The plans show sidewalks that connect to city trails throughout the site. COMPLIANCE TABLE Lot Ordinance Requirements BH Proposed Development Lot Coverage 65% 26% Building Height Ordinance Requirements Subject Site Principal 2 story 1 Story Building Setbacks Ordinance Requirements Subject Site North Front yard 25' 30 South Side yard 10' 90 East Front Yard 25' 400 West Front yard 25' 30 Parking Requirements Ordinance Requirements Subject Site Stalls 28 31 Lot Area 20,000 1.29 Ac Planning Commission Gateway 2" Addition — Planning Case 2015-21 November 17, 2015 Page 16 of 20 SITE PLAN FINDINGS In evaluating a site plan and building plan, the City shall consider the development's compliance with the following: (1) Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; (2) Consistency with this division; (3) Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas; (4) Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; (5) Creation of functional and harmonious design for structures and site features, with special attention to the following: b. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; c. The amount and location of open space and landscaping; d. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and e. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. (6) Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the. request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. Planning Commission Gateway 2"a Addition — Planning Case 2015-21 November 17, 2015 Page 17 of 20 Staff regards the project as a reasonable use of the land. The overall design is sensitive to the city's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. RECOMMENDATION Staff recommends adoption of the following three motions: SITE PLAN APPROVAL "The Planning Commission recommends the City Council approve the site plan consisting of a 4,300 square -foot medical office building, Planning Case 2015-21, as shown in plans dated received October 16, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resources: The applicant shall increase bufferyard plantings along Hwy 5 and the north property line to meet minimum requirements. Planning: 1. All rooftop equipment must be screened. 2. The materials used on the trash enclosure must be the same material as the building. 3. Off -premise Directional sign criteria: a. The sign shall not exceed 8 feet in height. b. The sign area shall not exceed 32 square feet. c. The sign shall be located outside of the sight triangle and shall not interfere with the driver's intersection sight distance. d. The sign shall maintain a minimum of 10 feet from the back of the curb. e. The sign shall maintain a 1.5 foot separation from the trail. f The sign shall not be illuminated. g. The sign shall not interfere with snow removal operations. h. The sign lettering shall not exceed 6 inches. i. The sign shall only include the names and logos of the businesses and a directional arrow. j. The sign design shall compliment the design and materials of the proposed building. k. The sign shall not obstruct driver's views of any city owned street signage or railroad signage. 4. Staff will work with the applicant to finalize design of the directional sign. 5. All signs must meet city ordinance. A sign permit is required prior to erecting any signs. Planning Commission Gateway 2" Addition — Planning Case 2015-21 November 17, 2015 Page 18 of 20 Buildine: 1. The building(s) are required to have automatic fire -extinguishing systems. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Any retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction. 4. Detailed occupancy -related requirements will be addressed when complete building plans are submitted. 5. The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. Fire Marshal: 1. An additional fire hydrant will be required. Contact Fire Marshal for exact location. 2. A three-foot clear space must be maintained around fire hydrants. En ing eering: The trash enclosure must be relocated, or the developer must enter into an encroachment agreement with the City. 2. An easement for the maintenance and construction of the cul-de-sac island shall be recorded with the purchase agreement of this property. 3. All easements, existing and proposed, shall be labeled in the plan set. 4. The developer's engineer shall provide a separate "existing conditions" plan page to show the existing conditions and topography of the site as well as existing easements on the property. Revise grading south of proposed building to minimize channelization of flows and to maintain drainage on the subject property. The latter may be excused if permission granted from MnDOT. 6. Project designer shall work with city staff to assure accurate contacts are included on sheet SW -1. References must be to appropriate storm water management BMPs. No infiltration is proposed on-site. (see DESCRIPTION OF RECEIVING WATERS on sheet SWA) 8. Sheet SW 1 shall include Rice Marsh Lake as the receiving water. Planning Commission Gateway 2"d Addition — Planning Case 2015-21 November 17, 2015 Page 19 of 20 9. Sheet SW -1 indicates that there will only be 0.07 acres of new impervious. Staff calculates the new impervious to be 0.32 acres. The SWPPP shall be amended to accurately reflect this. 10. Sheet SW2 — SOILS AND NATIVE TOPSOIL shall be amended to indicate that six inches of topsoil is required on all disturbed areas to be used as green space. 11. Sheet SW2 shall be amended to indicate that the city must receive a copy of the dewatering plan and approve before any dewatering can take place. 12. Note shall be added to SW2 indicating that all outlets must be stabilized within 24 hours of connection. 13. The graded slope south of the proposed building shall be stabilized with an appropriate rapid stabilization method for offsite discharges. 14. The pipe configuration used to outlet underground system into pond shall be made as shallow as possible and with as large a drop as possible into STM MHl so as to dissipate energy in the system and minimize rates. Ex. Raise SW invert by 1.5 feet to 948.3. 15. Sheet C3 shall use the city silt fence detail which shows that wooden posts are not allowed. 16. Sheet C3 shall use city detail for rock construction entrance or shall be amended to show that geotextile fabric must be placed under the rock. 17. A final stabilization plan will be needed. This is typically the landscaping plan. The sheet included shows only woody vegetation south of the building to the property line. This must indicate how this will be stabilized. 18. The applicant must meet the requirements of all other jurisdictional agencies, including the Riley Purgatory Bluff Creek Watershed District. 19. The applicant must evaluate other methods of volume reduction, such as capture and use, to achieve volume reduction to the maximum extent practicable. 20. The applicant shall provide the city with a drainage map corresponding to the provided HydroCADTM model. This shall be used to determine if pre- and post -construction rates are consistent with city requirements. 21. The applicant shall provide water quality modeling to the city for review and approval. 22. The sump at CB 1 on C1 shall be deepened to three feet and a device such as the SAFL baffle, the Preserver or equivalent shall be installed. 23. An operations and maintenance manual shall be developed and made available to the City. 24. The applicant shall enter into a maintenance agreement for the stormwater facility with either the watershed district or the city. 25. The plans shall show locations proposed for stockpile areas. Planning Commission Gateway 2nd Addition — Planning Case 2015-21 November 17, 2015 Page 20 of 20 26. The plans shall show existing and proposed elevations at the lot corners and the corners of the proposed structure. 27. The developer's engineer shall continue to work with City staff to find a geometric layout that would successfully route vehicles and minimize conflict. 28. The plans must label the dimensions of the parking spaces, drive aisle and the 26 -foot byl0- foot turnaround at the end of the aisle. 29. An additional plan sheet must be provided that does not show the "Phase 2" construction, but instead illustrates what is to be constructed on the site in "Phase 1" only. 30. The plans must show the driveway entrance grade. 31. The bituminous trail shall be revised into a concrete sidewalk that shall be owned and maintained by the property owner. 32. The plans shall be revised to show dimensions for the width of the proposed sidewalks and trails. 33. These plans must comply with all ADA regulations for the site. 34. The developer's engineer shall work with City staff to determine if a connection can be made directly to the switchback trail that leads to the pedestrian bridge across Trunk Highway 5. 35. All of the service utilities shall be privately owned and maintained. 36. Fees for City water and sanitary sewer connections shall be collected with the building permit." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Application and Project Narrative. 3. Plans dated received October 16, 2015. 4. Letter from MnDOT received November 5, 2015. 5. Public Hearing Notice and Affidavit of Mailing. g:\plan\2015 planning eases\2015-21 gateway east 2nd addition lot 2 blk I\staff report.doe CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Randy Schold — Planning Case No. 2015-21, Gateway Medical Building. Request for Site Plan approval for the construction of a 4,300 square -foot medical office building located east of West 79th Street, north of Highway 5, west of Highway 101 and south of Twin Cities and Western Railroad, and an off -premise directional sign located at the northeast intersection of Great Plains Boulevard and West 79a' Street. On November 17, 2015, he Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Randy Schold for a Medical Building. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Highway and Business Services District, BH. 1. The property is guided in the Land Use Plan for Commercial. 2. The legal description of the property is Lot 2, Block 1, Gateway East 2"a Addition. 3. In evaluating a site plan and building plan, the city shall consider the development's compliance with the following: a. Consistency with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. b. Consistency with this division. c. Preservation of the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing areas. d. Creation of a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development. e. Creation of functional and harmonious design for structures and site features, with special attention to the following: 1. An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community. 2. The amount and location of open space and landscaping. 3. Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses. 4. Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f. Protection of adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The proposed development is consistent with the City's design requirements, the comprehensive plan, the zoning ordinance, the design standards, and the site plan review requirements. Staff is recommending approval of the request with conditions. The site design is compatible with the surrounding developments. It is functional and harmonious with the area. Staff regards the project as a reasonable use of the land. The overall design is sensitive to the city's image. Based upon the foregoing, staff is recommending approval of the site plan with conditions outlined in the staff report. 4. The planning report #2015-21 dated November 17, 2015, prepared by Sharmeen Al-Jaff et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the proposed development including Site Plan Approval for the construction of 4,300 square -foot medical office building located east of West 79d' Street, north of Highway 5, west of Highway 101 and south of Twin Cities and Western Railroad, and an off -premise directional sign located at the northeast intersection of Great Plains Boulevard and West 79a' Street. ADOPTED by the Chanhassen Planning Commission this 17"' day of November 2015. CHANHASSEN PLANNING COMMISSION Its Chairman ate,., a, M I lGV 4,Y4✓ COMMUNITY DEVELOPMENT DEPARTMENT Planning Division —7700 Market Boulevard OCT 16 20CITY OF CHANHASSEN Mailing Address — P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 /Fax: (952) 227-1110 CHANHA98ENPLONIN® APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: to — I PC Date:I I —I �i —1 �, CC Date: I.;L — I4—I S 60 -Day Review Date: 401 —IS Section•• • •• (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Single -Family Residence ................................ $325 ❑ Consolidate Lots..............................................$150 ❑ All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ Final Plat ..........................................................$700 ❑ In conjunction with Single -Family Residence.. $325 (Includes $450 escrow for attorney costs)* ❑ All Others......................................................... $425 ❑ Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 $300 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑� Sign Plan Review...................................................$150 Wetland Alteration Permit (WAP) 0 Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative ..................................................$100 ❑ All Others ....................................................... $275 ❑� CommerciaUlndustrialDistricts* ......................$500 Zoning Appeal ...................................................... $100 Plus $10 per 1,000 square feet of building area: Zoning Ordinance Amendment (ZOA)................. 4( .000 thousand square feet) *Include number of existing employees: 11 Include number of new employees: 3 ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑� Notification Sign (City to install and remove) ..... ❑ Subdivision (SUB) NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. ..................... $200 Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 28 addresses) ❑ Escrow for Recording Documents (check all that apply). ....................................................ess-............ $50 per document El Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) 'Rof,,4-rdIs-scud Pd GI`* —u3 (, TOTALFEE: $1,024.00 Description of Proposal: Construction of an approximately 4300sgft medical building, with additional lot area remaining for a future additional building. Property Address or Location: 195 W. 79th Street Parcel #: 253010020 Legal Description: Lot 2, Block 1, Gateway East 2nd Addition, Carver County, Minnesot Total Acreage: 129 Wetlands Present? ❑ Yes WJ No Present Zoning: Highway and Business Services District Requested Zoning: Highway and Business Services District (E Present Land Use Designation: Commercial Existing Use of Property: Vacant ❑ Check box is separate narrative is attached. Requested Land Use Designation: Commercial SCANNED ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots.......................$600 + $15 per lot (_ lots) ❑ Metes & Bounds (2 lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑ Final Plat ..........................................................$700 (Includes $450 escrow for attorney costs)* *Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. ..................... $200 Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ( 28 addresses) ❑ Escrow for Recording Documents (check all that apply). ....................................................ess-............ $50 per document El Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑ Easements (_ easements) 'Rof,,4-rdIs-scud Pd GI`* —u3 (, TOTALFEE: $1,024.00 Description of Proposal: Construction of an approximately 4300sgft medical building, with additional lot area remaining for a future additional building. Property Address or Location: 195 W. 79th Street Parcel #: 253010020 Legal Description: Lot 2, Block 1, Gateway East 2nd Addition, Carver County, Minnesot Total Acreage: 129 Wetlands Present? ❑ Yes WJ No Present Zoning: Highway and Business Services District Requested Zoning: Highway and Business Services District (E Present Land Use Designation: Commercial Existing Use of Property: Vacant ❑ Check box is separate narrative is attached. Requested Land Use Designation: Commercial SCANNED Section 3: Property APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: RBSC Chanhassen, LLC Contact: Randall Schold Address: 8925 Twin Lakes Crossing Phone: (651) 523-1244 City/State/Zip: Eden Prairie, MN 55347 Cell: (612) 991-6243 Email: rschold@metroplains.com Fax: (651)523-1255 Signature: Randall J Schold Date: 10/16/15 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑✓ Applicant Via: ❑✓ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: [:]Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other` Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital Copy to the city for processing (required). SAVE FORM PRINT FORM SUBMm FORM SCANNED Site Plan Review — Supplemental Information M S R RBSC Chanhassen CITYOFCHANHASSEN Architecture 10/16/2015 RECEIVED Interiors and OCT 16 2015 Urban Design (4) General: CHANHANEN PLANNING AEPI a. Name of project: RBSC Chanhassen, LLC b. Name, address and telephone number of applicant, engineer, and owner of record. Applicant: RBSC Chanhassen, LLC c/o Randall Schold 801 Washington Avenue North, Ste 108 Minneapolis, MN 55401 Civil Engineer: Brent Roshell, PE APA Consulting 200 3rd Ave NE Suite 100 Cambridge, MN 55008 c. Legal description (certificate of survey will be required). Lot 2, Block 1, Gateway East 2nd Addition, Carver County, Minnesota d. Date proposed, north arrow, engineering scale, number of sheets, name of drawer. See drawings. e. Vicinity map showing relationship of the proposed development to surrounding streets, rights-of- way, easements and natural features. See drawings. f. Description of intended use of the site, buildings and structures, including type of occupancy and estimated occupancy load. 1. Clinic 2. Single Story structure 3.B Occupancy 4. 12 exam rms/14 staff/700 sf waiting room: 12+14+7(1 occ./100sf) = 33 total occupants g. Existing zoning and land use. 1. Zoning: BH — Highway and Business Services district. 2. Land Use: Commercial h. Tabulation box indicating: 1. Size of parcel in acres and square feet. 1.29 Acres. 56,266 SF 2. Gross floor area of each building. 710 South 2nd Street, 8th Floor Minneapolis, Minnesota 55401-2282 612 3750336 www.msrdesign.com SCAVNZO 4,500 sf one story 3. Percent of site covered by building. 4,500 sf /56,266 sf = 8% bldg. coverage 4. Percent of site covered by impervious surface. 8795 sf parking + 4750 sf roof + 900 sf sidewalk = 14,445 sf impervious 14,445 sf /56,266 sf = 26% impervious 5. Percent of site covered by parking area. 8,795 sf/56,266 sf = 16% 6. Projected number of employees. 14 employees 7. Number of seats if intended use is a restaurant or place of assembly. NA 8. Number of parking spaces required. 29 9. Number of parking spaces provided including handicapped. 31 spaces 10. Height of all buildings and structures and number of stories. One story, 16' 11. Breakdown of the building area allocated for specific uses, e.g., manufacturing, office, retail, showroom, warehouse, etc. Clinic (5) Site and building plan: I. List of hazardous materials, use and storage. Materials Use Storage Amalgam Waste Medical Waste Canisters sent to Amal on Mercury Rinsewater Medical Waste Water Sewered after Amalgam Separator treatment Stain Remover Medical Stain Remover Sewered without Treatment Flourescent Lights General Lighting Self to HHW Collection Site Waste Anesthetics Medical Pharmaceuticals Transport by Steric cle Transporter Sterilization Indicators Medical Sterilization Transport by Steric cle Transporter m. Proposed fire protection system: Sprinklered throughout Page 2 of 2 SCANNFD flilill rM Fif64"IA'VASAf El1EU OCT 16 7015 G4At�NPSSEtyP(gNWlry,� i iFv I MSR STORMWATERPDUUIEONPREVENWNPEANOWNPI NAMIYVE PRO/FRRIEfVAIIMaLN(AYFSfMFNl ANOaANNpG TKKSNARRAllK6 RIYFVFMA6U1d4Nf£PGHANOMUSI BfAMENOFOAg9N4Mf/mASSRE[9MNIIONf CNANGFDUMN6CONSIR(KIMN. PpNICTIOGIMN/DFSQpRpN PpG/fC!/1<IFNMIC. (NMWA6F/I DFFKFATE PxaFcrxumazRs: >xu PRO/ECfLOGTLON: vX , NWYSB NWYIOI OIY/lOL1T1flBA' O1ANN0.5$FN LLW//ry: GRVfR STAT£ MINK "A Il) S 17 GFFapF/IONG//I/OF II,RE$/-9.iSOB SftiICW' 1 TDWNAI//: ]]EN /GNGL S3W COxFA[FRYMRRMTLOK/BFypWSWLFMRINS MfIRUMINS,LLC OIYNSTMLA/NANOfA1FMEN/AFFASASSUCG(ED wNIITHFFAG/fR. MfIROaAM561M OWNER /FRMI(/FEMaYMYafM➢fpMRNVf]MGf axp WYLBERESNRIf/BI£FGRBEVELOPM'G IHKSWp➢PAND MCLONG-IfRMPMINIFNAN[F%Ax OF MEGEAMAMMSiORMwaifR SGNAGFMEMISK)fM£JR IN[ipRD2C( /IF AAWRP(El. MEDwNGWttLENHMF)NAT Mf MFOWORRWTMSWPP➢RBFM'GCOMMFfEDBYixE OPEMTOR PGM/REE OWNFWPERM. MFMOAA LIL IMNDY50/ ) Bd WAANNGTONAKNUEN mAMEND M/NNfAPo(L$MNSSME 651-W-2211/ Rf(Ip10B.NFGLVGRISCQM WPWIAAAAI /TMCTORW it fNIfA1NmACONTFACTWIM MfMfigOPG/NS LLC 1UC0.NVLETE ME RfOWREDWO MWMSMWECT. TEPAIMARY[pNGALTOb W10 RFCOMENNOFRCONI/UClIiMOpFRgTOA (bPFRMII!£EDN lNFNPOf$PEFMIT/DIROUGHFXECUIXRI DPA NPDF MVW?TMODiFlGMM'TLRPM}AND INfR£DYAGgEETOIMP(FMENTIINSSWPM/NCIXVFRAT/QY µgMM£OWNG iHfOPEAATOR6gf5FONSIBIE iDROEVf(D%NGAfHAINCFgEYDNABIIM➢RI0.YTOSTARI/NGfpMGUCIION /RFTGTLI SWPMAMFNdACNT ACNON/. MF AWNPPRI"M?MOd%TATIpNYCfORMMLLBESL/BM/Rm TO iHf MPGgfTG MEPRO/E[!6 MUEO IOTNEPRIMM0.VIRACT00. MpRTOLFtiINCi M(MOrtCI. Mf O➢EMIOR MALL INA/REMgTINON/UUALCOVERSFfING MIAAPLEMEMING MESWM MWWN PROPERLY I.GINEDAADMATCERTlNGTIdYSWRL..MAVAIIAREUPDIIRFLV/f5T, Nµ2 UMAM sUB{LIIYGACIDRf MgTM£OPFPANM£M%OKfMOFRSF➢AMTF EONIWCJ WMNAWRWILMWO ME 4T ALtEWfORMAi1pNPoAMFEROSroNCONIADt A/PfRVIEOE, SRF51/pERINIENDFM/FbPfMAN AHD BNp NSIAUERS MEfFDVM'EDNdOL SUpfRVRGPAMLL NEA/IEINAS®[fENPLOYFEDE IHEPMMf CONIRACIOR ANMMOUIYAUNq]RQfD BYTNFMIMECgYGACJDATO RFMESENJ iHFMIMECONiIMROAONALL MATIW PfRJAIN/NGTOIHFNPOfSC0N5/ALK//ONSTORMWAIFR pFRMIICOMatW[E MEGDSIONNNIAIX SUPFFVISpR S'MLL NAKAUMOM}I'DYFFALL OPFMT(IROpF/MIpNEWHiCH INRUEN[FMPpF5 Pf0.NRCQMPLGNCE INCLUdNG GRAOIAG,GGYATION BRIDGE ['OHELRUCIIOV, NLVMIINSTAIUI/ON, UIMIYWOFR. aELRINCr/GR(IRBWG DEWARRgw MOANYDMERO➢fMTIdY>NgTMYFGfft Mf EROSIONMIFNMLOy THEpFOIFCi. Mf WfR41DFWlLL➢FFfORMAMFMNSIAULTONFNFVGYTTDADURESSMYAAfMOfCONCfpNFEATAININGTp FNVMDNMFMALC(M1%MNG. THEOPFFrITOR WAL NWGMEI?ANO MgINlA1NBM➢SEM MFIX/RrMIONOF [DMiRUCTIM%LDl£CT ]HFOPFRATMWNL ttXf➢IEIFMERFDWREDSISFMUPF[RdVf TORfMMNM COMaMNCFW//HN➢Dft vfPMITRf[NWFMfNKPMT/GB, MG HLAI, IV, Y MDAP➢I/GBLECMSGU[IION AC'RVITYRFINNRFMfNIS FWNOINAPPENOGY0. PAgTC OPfRATMgfRM/RFE ITOBFM'!GM/NFUMRG/GHT,W6FCAOfNMFSdWPGMN/ ANL1(ASMPASff b ASSDCMTESHISBEENCMHMCTfDBYMFOWMF iD UFVfLMTIIf SWIPP%AMFM IHIS MaNR. M65WPMWMMEPMFOBYAHADWMUAI MAliMSIFEN/BMFRIYTMIHfpdACFYMMNCE foM PARIN4fCf MFNPDFt/ERMR(CER]H/G)N]NGpDEMFAY.WAM£UPCW R£pUFfIJ AINIEBSON PASA'B Af500ATF5W1(L d4£pGMMN[EFMNM%MNCEWRH MFHPoF53FMRBEFQq[ pUFM� ANDAF(EA Cd6APUIXIMOFMFppdFR. SWPMDEYELDPfR: WATGRFSOUpEFENGINFER: AMCI]VfIRRNGENG /AMY, IBRfM.fOSIIEIII AM MMULTINEFN4A SURV/BRENTADSav ]mT AMMN[WP M HF/MMDAVfN MSU/ IW GMBW0.:i MN5SPY gMAnI Ms IGHd93691/URENTR@APA{E$fpM 6F3 163.(:GS}/BIE1.N(RRAPri{ES COM A6B/LYE'CWlACIS AGfM1CI' PfAM/I MME MpNFNLtlMfAIFMM MPU WA nA}EDury :.SmIJS-0AR /FMEMXNEY) MPp1R MKA NPOf56W S UiI/Glf 2I W63N4AUAWMAlEWW 6KW AP,4IL.ltt70PfA M16 MOf ACOMIG !£OGRYpWSR S� NARRAI/K MptANNAFOA6MBOW5NILK1[FARMY.Mtt WF WA WA WA CAYftsW WG Affi, OM 65SJ6FS WAMMDMDm.CAPLHLMFFIBi WAME W oafYPURCNTORYB(UFf SJO&fp/46ARRQNA/BAdiS.135 DISTMCT BUFFFRsbMFASNOiroB£IXfruRBFD THEE EfQMRPYbSLHfOWf Txf PRO/FRN/61LOESCWSGLN'IfONOfq NfWIARMNG'LDI, BULMMG, AAM STMMAWFFSYSTFG A➢MOMMAIFLY3mFEETWEETOfNWNWgY5AN0HKrHWAY10; W/IN/NTMf CITY(NCNANMISSEN MN fiMA1AHNAS' 1RUCRDNSLMdI(E IroFMRNNgwo MOMPFMRWROL[WLIMK1pR.VAFpu<N N2 OMAINIIDNAfMNaEf C(FAMNGb MUBWNGOP[MTRNL[ GR WiENp, AMI-AUGLISWM AMD AIA MIUGf WA CULYERIREMOVA[AMD RFPGQMFM NIA NABI GURFg61DEWAG AGY-NLYM16 SMALL U fiMft MAY -JULY M6 PAVM'G JUNE-N(Y 102E IMIML NRF, lr2DJ5Z IAAWCAPMG, fMRLTURF, M6C AP,4IL.ltt70PfA M16 RULI]ONMWRWNI6A/RfACfANp p6I1MNpMFAGIMAlIONS AR G TD B E 0S NRMD -. WWAR TS ACAG NARRAI/K WMR ANpFRpUfMG: PRf{0I6TBIKTlON.15ACRESBO.fffDM]RUC/N)N-033AGf5 ACTMIIfSJ ➢OLtlAR®YTE.Op1IW;MFILMANAGpxayrSniEYE MLM/Of ll$NPDFf PLIM1MNFNTWAIFAOWIRYN%1/MEtyANINLOf fppN MF NAMW/MPERNq/SSfIAFACFj TNf WATFFWILI eEAELEAYDAN.VTRIXIEO RATE WMLY/lSpgDNpEORY(M LWOFRGflOUND RFIFNIIONSYSIF6L NYDAOIOGKMOWA(EIIgU.V/ryAWOFI/Nf pATA6AVAlGRIEUPoNR£Olgf i. IOGTNNIOF3WpP➢CptSpONflaS GEXN/➢TN1A' aRE SWPPPNARFATIV£ srORMWAJEPPIXIUIXINpREYFNI1pNPGN SW161 sm" NMRATIVE SIFCOADRK5Y5 fIORMWATFFPOLLNNM'PREKNLroN %AN SWI63 NAPMNK SIIFMRPISGILj WATER flFIDURffS, SWPPPWgiFR FfSd/RLFSbtd15(MG SWPW swu PJ]FNMLPoLLNA/?GFNEMTIM' NARRAI/K ACTMIIfSJ COHfIRIKT/ONPLW'INGryTpGI/W, SWPPo N.SRRgTIK BUFFFRsbMFASNOiroB£IXfruRBFD dRECIIdIOiffOWIPRFb MST CONSIRULT/ON ORVNgGFPGN C1 NA➢fRVKKLfsURFACES LVNSMDCTIQV➢LANb PROFllE Cl TfNPoFAFYFFDSIDA'b5FDM1FNi TEMPoR4gYfRO,fIONAHGSEgMFMLYAYlRIX LI tYMGd BMPYtiFfvIlO➢FSD:Ld vLAA(sWPWxgRR.SNK lWRfILI£YQ.VyO1I1YORttINWATG RESTFICTKWS-RFFGroS� PFRMMEMT£ROypN @//IRd RMPt TURFESfABLLWMENT➢IqN SWPP➢NARM)NF (] STOFMSfWfR ORIIWGEPLW CI GRAMNG CrMO1NGPGN E] fSdMAIEDBPAVD�MNnnLR fm.lVAWSBswM v MISL OFGMSW➢M.WNMTIK LtbLAANE HYDAMOrK,AWApFIGAd1f MDRdOG/£JV/ATGOUNRY AVAIGMf UPoN MLNNNG FF9U£A fMMFNGN)EO M41WATGRF50URRt SdISANONATNf>OVSpY: NATIV£Rl^50/LWI4 Bff)R/P➢FOANOSIOLSNIMIMOaMIGNpNGWEM(NA1S WNERFMDXAIFOINTNEC4MMIACF/pP/➢LWfANOSIPONf41/ONS Mf!/104fAMDfG/IPKNT iO MMAfIlEtdt CIMOACT}DNIIMfFO%TSFO/A'pl11fANONARfAS DMPNMpFTgEFt )OBFRTGFRKO, fTFI BNALL BFOETGMINm BY Mf OPIXAttM55WPpPAMG'ANEY(. MAOSp KHILLGMFMffFRREOMOWNEHFOVfHI4F5AgF NSCWRAGfD/N MFSEMFAf. MEfIXIOWINGUS.MNRCLMgpPfpS(NLSARFSHOWNK MOi MGNLYFROD.'pLF �PDI£NMLLVNMINYEA(XNB[E ANDHLdM1YfFOpINf'DXTMSWPPPSIIFMAP. DfSWMMMREQlY1lIGWA1FR5ttOG)FO EN/WN].NIIFI' SJD/LMWATFp FpCM Mb MDIFCISIMPfFVIDUS' AMfAQS N1LLpfCONVEI'FOMFDACDl61NUG/Ep UNOFpGROWiD1IDRMWAIFpS)OR.SGfMDMlERE[EME tY5/FM F.OpACfdit]MpGFPDlN15(OVEAfLOWSFROMCONSIRUCI®dTpESMDSTOIGGE513IFM5J dFOMpGF TOAMMMPOEWOMAAFIpI/NONADMQMItl MEMnODTpOW ANpIMOAN fR6TM'GSRIRMSEWEp. fM NPmSMRMANFMWAIFp gMq(/ry VOLUMF(/MTTWDI MOMTMNF/NfW(M➢FFNOUSEMFACFSMMEMON[! CVIND£RFPpDV/DCDW MECONB/RLK!®➢MpSANDd)(fIFS INENEMWMdRFC1FU BY Mf OT'Ai W£UM MFWARMYRp mAWID Mf/LREIAOA'DUFRI N.VIMSpWFmXNLf HWNGOGICAVDWATFFOUAIf/YMODEIN6 MG ISAVAI(AB{FUPoNRFpU6I. m5W➢T tWBWAAMfOWATGSMWATFRAIMRT..., ASPFOALAIAI MIPALPfOWATERSAMCIIWM LAM%flm USMG MFMM' AAgd£NGWfIIITTF//P:AG6llS.pCAStATE.MNUSKSW/INUG.NIML/M fCVf$1M35. BATED dI MbpfNLW. MffIXLOW/NGSPfi4[ MMPNREDWAIFRf/WIMCgKIpUC]NNiNGIFO/MPA/AM(NTEI AREtOGTfDWNWNONEMIIEOF MDWWMTFFAMOFAMPRO/£CTO/f[IMRGFPolN15.' [ONSLAM(AUro lUC4A5fpJbMIPAIRfO /MGNFY/, MITGHFLL LLYE/AN/OSJfOJUm16M1PAMfO NUTMEMfUGWKAIgN W CAtLll WdGIMEf, UKESUSW(AU/D IDm13Ay6MNNpfD INUMNMEUTRONGTgNEKKOGKA! IA9IGT0.45f, IHf/IETORfMPGIpIXAREIWMFMfKISA/NYTO M6MMET. AO>/b/ML MEFMLSGIW MNABIIOWAIERlGR WYO LpIOIALRMYMIMryF1MFN0p1.]I A4 AEppRFMFA'LSMAP➢fNOIXAAREMAOOIIId/roNASA!/IFAOYSPECM£OM'INf➢fRMR W 51NAI NWAYAAF MM(SW9MTOR OFA%YPBMLAOM'iLICTW//NFfOUMFMEM$ELSEWN£RFW EMIGR4l M£PpOVMgNPPMW E PRECERNL'E AU MW516FOTOLIMMLYWRNIN6A/FfNtq"MUfTNDOCUMfNlFOME MONET/AMG'mA/. L]AEYCOYOSd(f: QiRAiGIAMLLAABN6EALLElTOSfOfMI APEIf WIMLL/DRKAAERTNF NNfIRULTION ACTMEYN MATPoRILQVOf IHfA/FNMTEMPoIGRNIM P£RAMNENRYEEITED(A➢PNMYALI.r(1. Cf.BIGSIMMYpATM: MERgryREIIgLLAONGETO MEAfO1MfMEY}SpEKMBEpWpMlML I-SOf ME P®GYEOtfTRIM1ON PfFM/f aMCQNMONORgMAGEIMANOM MAiSFRKMAPFAWIMMf /Ip/M MGMF AG6d5RMNA CT PoST2VdM1AGThJN: D/EWA(fq pUAUlYW#UMf MATMUSfK lAfAIFD BY MEPRO]ECfSHFMANENT SaMMWA1G MgIAAG(MFMSK/FMpFSGIBFpINPAflTMD. SHALL 6FONF/1/ MCHOFRI/NOFFMOM N/ENfW MNANON'SVM'ALESUGTED BYTMMWFCT. WHFF£AhCMNTbMM[OW A!(FASTWEQj IN(NMMF WATEAp(AV/ryVpIUMFMUSTBFINMPNIF0. SGPAMl0.D. PoAMORf MfMMANMON Mf41AANONpFSIGN MR)AfGMR/RIf3lIENNMNONS NR6Of1FRMMFOTNgTSRFCOND/IpNSMFNOTA➢PRDPRMTFEM MRNTAATpNrEfi GIXOF3FT DiSfPAWTION IUAASMALLYSALI/MTfOGROUNOWATOy PRMIMIrvTO REDRLGF mMAMI/MlfDsdlSl MFRFASONSSNOIKDBENCI/MFNTFOM MFSWPPIFOR MEMOIFC/. MYII RL1 i!M 6 NDT MO UI.PEO I N NrOFOIW K IDLL GRd /v O Jq(5. L3BUHGXINE MUND6NABED BUFfERSpYFOfNOELFAMMAIUNGFffFTFROM MES✓CCIALWgiFF INOT M3UQWGIAIM/JMHSfSIMLL BF MAWTAINEDAtALL 1/NFS fXfEg110N5FROM M6MOVlRFMfN/W.YMfAS SWIASWATER (AMfMG; LI/MIFDWgTFRA(6UANO RESTOAATRM'Of Mf BUFfGAREALLOWEDMMF OERNIIIFFEULLYOJO/MFNKINTNESWPPP Mf ORNIA"IAN[ESaNORGEONS MaTMFBI/iFfq ENQ(NCNMEM6 MFfESEgI(Y. RFPGQMFNTMfOETMGIMPFRVMNSSIMEAI£WNNNI M£BUFFFR6AlLOWG UNpfq M6PFRMIT. A[!W/F/fNll WARRgIMur XfNKMOOMG£NNRMMG'TA( IMAEISOF MFSFEKCFYIIONSMUSiRF MI/NRNIEpBYMFUSEWApgTpNALMgfWNOAMBRWSANDOIX!/MEMFDMMFSWPMfOR MfPRO/ECT. SEE SHEET C2 FOR QUANTITIES LI EN/MN®MMOFFfgY/ROLA MEPFRMANFATSTOFMWATFFMMAOEMFSIitYtIFNMUSTBFpfSIGNEp SULN iIMTlNEIRF ANOp(b'i-0NO/ELTFUNOFFRARpNDVIXUMf FFlM1 ME; N,AMIImYfMMlHN/R MEEYV/fA1MV EKNIS,YgMIN iHFSiMEDRARFREDUCEp, f3RMPEAATIMECONIRpIS: PLpfRMgN£MS)pRMWgTM MAMGEMFNTSHTfMMMTBF DEfIGNSUCX I!M(MEd50/AILGFfRUMlHFMMERWNG M/NIMREANYdGFA.YW Mf lFMPfMTUpfOi iR01/f SYAERMRE(ENM'GWATFRfpFSULiMGFRpM)HF]-0Npd-YFgRS4HOUp PRfOPITAlIONfKNR. M5 MY.'[UDESML dMMARIFS MUESIGNATEOTROUTSIRFAMSWRHIN MFSFCIMN NNTTHF (RIX/IS)RGM 4 UXATEU PRD/ECRMAIdSOMpGETO ipWT$dGMSMIISTMIN/M2FTHFM1H➢A[TUSINGPYEDF MORE OF N/E fq(OWWG MEASI/Rfi IN ppOfR pF PRFfFRfNCf' A MM9MNfNFW/MpERNDU55UFfACfS. R MMryRIOfIHEdfC'HMGFFp(IM MFCQNNEC?plMpFgVIDUftURFACft BYdSCHAgGINGTp VFGEIAIFp p REAf, M GRASS SWAIFS, MpTXFOUGH Mf USEOFOMfR N0.Y-S/FUCNRA(CON/XOL( G MNl(RAIPoNORfYAp0.11MNf%FAT/ONpFRUXOFfNIEY2Cf OFGEiADKC(COXMIpNE(Up Tp DR FYGRINIpUR PRfCIPRAIpNEYFMI. PoIFNpM FMEEOAIF!/IANgfMO1NfRPoLIUfAM(fl dSOW6NGFROM llffDMlfCIy1F MF lEMPoAARYfRO510NANOSEIXMfM[O(Ff aSlW AAINFAIE E INA24pipMMWW Mf POIFNMI DFSEgMFNI3 DASOMRGAWOFF.YIFfROMA65/NINNJNFN(WIlHIXA}4Np1/R/FRpp. AN NOM AT(AFIIPo/NfPAEE/PI(A(KWFAEgUENCYFSNMMFFOATNEPRDNCTLpTATRJNWMREA AND MU AATIFREg VJN BMpOELGNfttAA.IMEFM MIRUC/LpNAGI1Ml£f IN MIftWpPY, AT(ASII pGUL}SAR£REHfLTFpIN MFOFSIGNGNGMINTHF➢GMMFNTSl0.U1WA!£R MAMGEMEMSYS)fM. ROUIR:E/NSpFfWMMD BMP MAIMEN OYMfp➢EWM 6f /Nf MYr MFFUNCIpM oFGil/BMp. SiFFPAOPb'Mro OPRFGNAd%NENTALLYSFMIUKAMAf MATANAfANIGHfRR6pOf SaMNEMATIONMFOEF/NFOM MESW/M/NA➢pLIGBIFJ, LTMyTRUCRdN %19fM6/STAGNE MNrtggsARfYMDrroBEIXSNABFD THELWAR fOMGS AAfffGKGF/AiIONWN 8F/MNDFIEO ONME%MSN #(MWDO (IF 0.5N EI : MFOPFRATOR6RFSNN4BLFfppppFARVMGA AWRI UWA glD OR (IF WfGSKKF/MONO£ Rfpl/N61MAdMFMCYM'MIX BMPy WHFNASI/RFAC£WATG61pGIFUWIMM50 FfETMORECf/VfY DRVNAGEfAOM MFPRGFCP56RAp/NG(M//K MISFFOVMFMfMLtlFSNOTAPp(YTp AOMCEMFOADSIDf dlONy N/d[Ml/WUNIYd iEHES, ETDRMWATGCONKYANCF; 52RMORAMN(FIS pNDSFfHMFNTGSIM TNfpF6NOGDNSIAUCTION PNASINGORSlAGMGOfpNED BYTMOWNER TOR MISMMFC(. TNESfMDUt£ fOF//6TA!{MYTEMPOFAflYBMP55INLLBfpICYIFPOA4TFD/MO MFOPEMTOR'SWFfRIYSLNEd/LFfOR GCNCO/6TAUCIIONBIAGEAND PRFANIFOTO MEOWNG'SAEM(fFNGTK9PG MNpOTSPECIJII.O/. FM'MVMNMIALLYSfNAI/VFARFAf SIFGAO/G: fMSlINGANDIpOPOSEpAOpGSN/3/33.A3HANUSIFFPfRJTIMTMFPFOPoAD RI BE D6NRBNMEILLUSRUTFDON ME SIFEPS(OMSM.IYBFTfMPoRRRfLYCRGTf000FWGGMdN6 OPFFAl10.VS, ATWHIM RNFTfMPoIMRYRFIPS MUSTBFIMPIEMFNIFO BYNIEOP£RpTO.TNHp000NM APPgOVfUSWPMAMENUMENII WIMbV II gKOFNO [dVGFFWORYJNCi MFSTFGSLOH. COMAM/NATFUypppEFILE[ iMgdCA5 M'HAlYMMYNflGNBOgN000'OATAWE IPCn' �I�!I[-.oG,tiA(EMN UHW/,NNJfINDfX HTMLf WAS RENLWEB 0.Y 1p/(E/IDLS. MFRftUL It Of IN6 REVNWSHOW CDNTM1MATmPAVPfROGMIGRSOUFLTSIOGTfDWIM/NANOADIAG ME IRLLE[TUMI/S.S/IFIOIWBNASPfIFdFI/MLEVECOMAMMATpN MESMBpRING]'CONfAWMM MIS AM MATERIAL IXCAVAIEDfMMf MECDMANAYATfdIMFA/BTOBFOISPoSEDOFAPPROMMIFLY. STMMWAIFR/pLUMAYMMWIpNMfASU,VS MFNLDR'pry. pMfXNppNRSpyTM NO fORAML fNNRONMFMM FENFWWMRfpUIREOfM M6PAp� MEAfFMF, LgAOdHONAL SfrMMWAT£R flFUTFUMITTGpOONMFAf(MFSM%Y. GRSTARfAS: MGFARENOIJ/OWNKARSTMfMWRMNMA0I4CEMroINE➢RO/KT!/MRS AIFPGNRfOUMFOARFM: NpggGfOf MIGHFNNFUNMEMAL RIESS'gpE RNOWNTOBFLOGIFOWIMIN M MMIFDM>FL rAdARNr ro MEPROIFC(LRATiS. G(HLIFPGMMUSTG;'TAN MOPoSFOACDV//� [OPAFS/ONdNfiSCNfDUI/NG, STAdNG TFMpMMY FAOAOPLANOS MWCOACONI/IgS, ANp WAPOFTAILS BEANWWDB JOf MEMNOOISTANMRD 5/F!/FIGI/ONSFMCONSTRUCI/pY. 5/TE%ANSMUSTBFAPMDVEO BYMOHCT£NGINFFF MIO.PTO M9IMTWS MESPEWIfOWURRWINNN FAfNSNF%ANAREA. %DDnn»/rwGfxtrvoNv: AL'COFIRNG roNATRTnw ftDopn6/MANCEPpDMARIMMOmml sons. MlmMry uiBNOMDNoanmr/GARFLDurfD wnwNAlmKAflffaDMGo/MaaWwgY, INERfFMf Af100000MDiE'FNCS'PDW6NOiflFOUMfO. M£PRONCIENGINfG MT MflA06fFEilON1 AMYAfQUMFA MFYfNTA1RTHOODCQVNNGENCYpIANFMSpEpG'pRD/fC)AC/MPfSANOMFMPMi AM NOT 1purzDARA1mKaRaoDD%MxMaoWwAr. f;wfxnMMNMTu: ovFRArogrspnwRWralfRaAraxoucnxGlNsmGm wMKDUAMG)HFFNx A'AWMMGMOMIGM)IOHMrztMMgR ]S lO/ME3UfOR NOM(ggTIWA1FAf NWMKMUABE FMWdI NAW VTN6NMEaMM£, Lb WMF AMLLCMWM MfIIXI!dYR %SMFMESMAMGG iMW%RFHAWFOVAI PMMTO [ONWCDHG MFINSIRGMWMK AOM MWVASIVfS^FOft: AUd.SIREAMANOPLWA(GMGEWlPA1GT.HW1BF dKONTAMN4LTFDMALL AQUATTP1pHT$ANO PRONMRMYAAY£AKOftMH]R1D UANIi WI}HINSMFAO'WA1FRSd450EAN0 lRAMPo.YJdGWFNLE AO OftM'TAMNMIpNACTIVIl169MLLMfFTTNECNAI/FR I.SIANMRpSMTHE MMNCOTAONAY861v/GttlC[5 MgNUMEOR MFETNGMRG£NERµ➢URIKWAIFRS NpRRIFRMRM IMH{tlt. LKTLNI05 KENANOS IFANY WRHIN NlEMO/FCJARG ANDMIbTBEPAOIECIFO iOTNFM➢ATMUMGTFMT/pfflMf. ]S15AOIfSOFWE)IANO FI(fFD/£XGVATIONHMBE[NPFRMI/IFOASILLUSiM RO MMfNANSNFOS PGMRIFDMfMOF NkTMD M1➢ARWbl BEMOfF[IFDWRSRT (£NEFAIONG Mf PFMMFIER INTM MLM£KCAYARGVI/MIIS. APPUGBLEfEKML iFIG45TATFMIpGIMIXRW.fS DIEMO/£CTTMESMWNA]NENR60.V:iMNOfffKLG([Mlflf; MMEN]/Fff0/N iH£WGFNCYCOMACTS' !AB{FMPA6EIDF)IRA49➢P. MEMMFSTRMIIDVfOFmGLVS AATFIS.RWAA(RGGA/ALLA%tY NIXAF MEYO%FRR[T. MMMA6Mpxp£RMIXBI6TO iHEAA1FNPDfSIGiMTI:INBFFWNpAT (Hii➢✓/WWW.PLLSTA(£.MKUS/1NDEXPNPNIATFAIWATG-TNFSANUPAOGftgxrc MWATFR/ CONSiADCHDM5TMA14VATFARA'DEkH(I.!/{ SNEpGATM6Fff90MINfTOILMFLYNTMALLAMULINf P£RMRS MNOOTSPFMI MONEIOM MNWiSpECBDOK(M1AEplpNf, MNWISFFOFXARLMS1l1l. swl fEWNN(EOf PoAWIIXN2bA'RW/NO�&MPNSIA W !IDN NOD]NSIAUCTWNOPFMIIAN;AMU➢IA[MOVAIf IIMTRfOUIRFFROLdIANgMFNt[pIIRC1 DfAiNF SWPPPCANCANMENCEUHIH PIEOPFRARMSffl4flAYCONfFIX wFERI$AFCFFIIFIFSTHEgPApFFAMTAUArpN OFBMPYAAOACIWNOFpESMIABµIryfpR3WPIP IM%EMFN/ADAVKCRMAOAWNL R�FMrzXK dI N/F vA. DFwmrrtRSEWMfNtmvrRussrfnTEFNI; MfrasoArnaR roxsrxDrnoNENrxaMEs, Ercd sMu M MYM(IFOO1Nf3IART➢fC0.Y31AUCMW. NIEH/MC/fCE55H,YLREMgW/NPUCf UMIri NNAi StA&IDAAIHXOOI UAKAN/fYFA OIFRITOASMLLIMf(fMfMlHENEffSIRYONSNFBMpYWALYYMGNCFWTLH }Hf NPDESPFrtMItAEWMEMFNISRiPxfVFMAWIgN(E NNWTIpM(MIyAU(ff NSDTBIDI fROAIANYdSC1MRGEt UNDER [OKfldGFDiTIENPDEEPFRM? WSOMfFASF;MULM/fWRfDU10ANTAIPUGIIOMfOf50MEBMPS MAYX NEEDED /O MfAT/EfF AFWIRfNfNlS. D.MMANOAMpUNFOFALLpNWALLEyF GRGIFWNX/NNIASWCNffJINTANOn E LYXI/MFHFATlONOf fNM'6fYMggFT011p:'fWRM. 3 SWPFPAMfMCMfNRANOSIIFDL1Nf WLLBFPAEYApfO BYTNFOKMRMAN05UMM/EI£OTO JNEOWMR FOR RENfWANOWMrzFNAPPAOVAIMN/EPRpIfQOWA'fAEOFOEYfENATED REPRFRNMTJVEJ. AU OWNFA ACCFP/£OMOOfNN➢SWPNAMENAN£NlfAN05NF%ANSMUSTMFEC9AOFDW WMNA'BRffAIMFD KrTN 1/IESWPPF I THFSWPppMNIL MARMMEp Tp INAUDLppdIpNA{ pANOMFXOBMP; OEWiNEDTtl CMFKf NJfNNFIfO PRORIfMf MAWAffSfINAEIUNS (UNpEA/Mlfp/10f n1£NPMf PFAMIFy sR1OR M CDNONCDNGSPCLVICSTgGfH%MfFf pi rNf ypOJfR, ASMOWgN HY]NfOWNFR ANDOfFN/EOM fNIS MWECrSWPPv. SM1MAMN'OPSMTOAMEPARED SW PAMENDWE IMq/IREMYOWYLEP) SWpMAMENANENJNAME 5WPPPAMENDMEMOETAILf SUBMKTN i6NEFRMIf OPFMTDAC/MN/OF REEERroT ACIWPORMMIAY/ TMYfPMORPo/MTNrMY'WJAR RFSPAVMBIIITY AffMNN51FPARMPWCV N RWAMFN➢MFNTS wMRrzOFp AOdIN)NAI, Af d1AMG/M/Ep(pNLTRI/61Ngy RFMMMMRMPSTOOM6FNSITF ACIINTIEf ME WsroMWMp3f30N COMPAMON STFEIROPE3 !MGP. 3%LLPREYMfT/ONBRESP v PIAN EXW oWlaP iM FMI/NG/fAl1fO BMPf REiFR ro'EAKnNG MR (ON➢� SOKSAND WNFF RESWNCfS'sECIIpN RLFfRTO'FNNFAVMFNtAUY SEMMl1YFARMS'SFRIAV RFFFRTOTOL(UTNNMIVIN/ION M ASW S MFER TO TfWATfRfNGSECi/ON )NYS PIpAPTOWA4FWlIH/N lN%(n MSWSANO MfffRWDKD 1AFfAFEAS )MYSMIMTOAC M T. ll/FSWIPPIW/GINrLL AY [CP1EC/. ALLONNGFf rOINESWPPp IRD/E'CfMMUA4 MD IISPFCNM'$/$/MAINT£NANCEFECWAEMUfIBf MPTATTHF.MT£W%NG LWS)RfK'/HMBYTNFOpfM10B WIp NASMEMTIONgLCON/Aq OFTMFPCAIIAYOFTNERNF. TNFSWPPPGN6FMPIW>NEFNIB OFH[£OAAYYTFWHItlFMMWGMWMLL WbBRWG'/IMMf. 2 TMOMAAryMMUSTAffWHATRVNfO /NMWDW((f//MMSUANTTO PARi5MA3i M%TOOKRfFE 1NF NApIEMfMfAI� MNNANANgAIN/IE/AM pFBMPi TNAWINNDUAL (SI SIMLLALEOPFFFWN INfpfCfpM, MYISF/AMFND INESWWW /OOLVMFMW SWPPPM MCFSSgAYJ, AND MAVAl1Ae(FEOpAN 0.4SNE/NWFL'/ION INTNW r1 NdMS NPONMOIASTBYTM IEgMNIFDOW9/FRiMILfBFSMNEfj LOCI GOKgNMEMI/Nl� OFMfCA. PDLLMIION IMYMfImv NARMGdMDylMFAWRFf wANru(fpuMTs ararfMaxrsv�ronTcwvsmunwnAcnMLrcEMFLue& •f OVATANGf AVmAoWMMTFO{AGEMVANGM06.V1/BBWG MEPoR//fAOMOPfRANONS, RENOVA(f/CAbDACTION, Mifi/TINf GFAWM y FXGVArIgA IgFNpNMy TpGOI<SIIIMWG 51CA'PN/NG wEryRrvAKArcNrcumxR mMfrcarsMun%v. • MMC/AODICM[EKLfFROMttWBANOGUIIfR MAMNpIF31FUCNAIEl aGEWgLIS MNFWAYAPR� FOUNDArzOMS RNOGFABUAffNIF, WFT/SMYDAV£MOITCUT1Wy MgfAYRYWAfIp(/T/(IfMVUI . EXCESfNUTFHNIS FRMTLW➢NAPfNGWSIq(/gT/Ayy; SWLA�'tNEf f£RMNATgR MULWNG. . MML'KARBONSMOMSiAEFTCGNSrRfFL'11LNAOFMO(T/NNyAEMGVAL(WEr/MVDAKMEN/NIIIN6. OPFMTOAWKICANDLYW/IHNL�rNEDIXLUTiGNMfYEMIaY/ANOMIMgGFMFMMFWRFI N)FNI➢IEDW ]NENPDfSffWPFRM?. ODGAIIMWNLSUBM/lAs%!L IREKNLLGWANG/IECMNAE%AN(SPRpI TG rNE fN(JNFfR DRNATDMYCAYSrAf/CNONp['IINIY. INF3PRDRMTfM1fFACRIRIEygpA9E5f/giAMINMUMJ Nlf FpIL.OWINCNPDffMOUIRFMFNTSBY iIffDgpASFG1M%FMf//IAMONµDMMVTEMMIOFgMA00RM1£dNpf; NO£L90MKE' NNS1Rl/CTIGNANOBUttDINGMOBUCTS(IMTMVf IX£Pp}£NMLTOLMCN PIXLMAMLfy PfMN]OEE MRBRNXf, WaCTIOCES ffRl/UIIMTRq]MENTCNfM/GLi ANDIANDffiIP1NGAATFA/ALtANKIM UNMR NKAjMASIKSN@TNG(M AMPORAFYFOQfSI IO MAYLMNE [OMACTWNNSTAPMWATfAANB PRECNYMT/QN ' fWDWMSTF (ffONIFM Af%NLT, CCWLPEfEMILLING; [UMTFIKI)by' ANDOEMIXNIUNMBgIfJANOOINfF WABRSMUSIM03IOSDOFPFO/GLYANpSNAII CPNP(YW/INMpG NfPDy1<BFOULPfMfMS/OANISSj !MMB MWa(EG Mi➢KiFI Q'L AAYIFFFFIE PAWTSIXKMSSPATS, DFRRGfMS WOpD MFSfRVAOYF$CLgMWSIXKN>5 CURN/GCOpLPDUND;AC/Pj fIC.J MLKTBFS/DNf'UWSEYED LUMNNfRS /WNNSECp/AMYSN4fpVIAINM£NT/WMS1plClFOAC(FsfMFASTOPFfVFNTVANOAfIEM STgNMAMO OKIOGLOfNAUUpO1If WAEiFAM1D RMIFRMLCMIKTHEW [OMYIMMIXWNNMPJAMGIpATNM'f rOL NpsJ I/KSUgNGaCAVP1MCO.YtA/NMFM. PoATABIf IW1Etf.' M14TBEMMNpMDAIN)SfNWEOSG iHEYAMNOTMPfPMXNO(XFDOKR. WAEIFMILiT BEpJPoSFOO£/BOPgLYWACCOAAiNQWON MPCAGWPaWFf NX NTMI, FLNMMfMAMONttffUMWAIXE£BNALWAMNNAANPMMNIFNAMEMAC/ICFs: WHENW'NK( . MMNYF/MNCFOR£R1FR.Ml WASIIINGM(/STP[MMOryyT{ NIFACl/11JY6LMNIfO rDAAMIAMm MPVIBIHW OFiNESTAGINGMM UMESf INEEALNCTM000HASWPPBAMENOMM.PWA KIM WAVMMaAT MATMff FYM 6WIAULMFNIM➢CIfANW(DR/FPANE, DAYABfOFBfM;ANp3WU R/ISI Wl(l MgVAIUBIEAT ALITW6WISM. FNGINFDEGREWNGKPAONIM]FOGN.MA. CPYCRFi SYUKG➢AWf CNWK. LIMIPOWNS SIXKNLS AND NNFAWAVpMWAM£S TfNgR.1RYW IONGTERMSIORAM(MWAfNd1IWAf1EKMON/BNFDON fllE (5(WflYMIbfBFMU{EDRNMfDAmY ORSAL OPEMTIM MUfTM/ML?ACONGF/f WASNWTPLWTO IMFWpIELTFNWNMRfOFAPMOVAIOfAU ONY/FWASxpL?LOGTICVD'. CMfIJFWASIRWTLOGIHNISMUSTBE<AA1MlXOPFfTFROMM MIVMONMEMAUYSENYNKAFM ANDSWFALFWAIEASMW'NNCRfTEWgr/pUTMq SMNAGi ANDM LLW/AIMO/NAIPAAMOOFLCY?AIMRMIMPFAMGB1EUNfF. UOIIWMDSOUDWARffSNOULDAUT CAVIACPINEGRq/NDIUMESf/CRM/IIEpW rMCpNAETEWAGlO1NPMNl, MCOMTAINEOTD PAfWNIAUNOff MA41 iNEWAf/plfl'LOGTIM[ ANO MUST MDLSFUSEpMppOPfRIYANDINCOMPUANQ'NNM MFV'. MGWANAMS LGNCRFIf, SlUCCD,PMNf,[IMIMGCG�RPoUNDLSIXVFNR ANOOTNfRWAHMUFWAfTES 1FMPAMAYIM TONG IEAMSIOMGEOf WAWIX/TWAfIEK MONIBNFDOM1*flTf ryYUpYMUSYBEWI ULfD IMMFDI,tTFLYOf/'.L)£A OMfAYpAMU3T4/HM/IANNQE/FWASNDUT PLW 1D MEPFD/£RENDWY£AfAPAWAOvaLOFALL pI-alE WASHtWFl0.^ArKWi ql-fNEWApNUIIOgIIpNfMUS}BE fOGTfOXtlrfEIFRCWANFM'MOM2fVTALLY FFNEIIIIEMFAAND SUAM(FWATfRS NAK'MNCREIFWAfNDUFMq'SHdMYXANOMLTBLIMNfD INA(fM IROKNMAW£FOF IMPEAMMBIFUNEA UgWO M05glOWAiT£SANMNO MOICONgR1/IFGFOUND (UNIEa' PEP1MlFOWTNFCONCRETEWASNOMPIANJ, pfCOMAM'EO rOPMVFNrMWWfFAONrNFWA4/WFLGGnpN, ANDMIKYMIRSPoSEDOfPADPfF(YANDIN[OMP(MNEF NTI/I Mq'ApFGWA1/(MK, BUflMNG AURNINGOFG4FMGFCA4frAU[TpNfNiRQTAfE; BRUSIy DR MEIEAKGETAnKAMTFF/RLKNOT ALLDWfDDN3lI{ UNIF5f9lIORAMAOYA(KGNWIFOBYINEOWMR IRONOM COKL11q IMCTN£5 PApEDURF.S i MAM'rMNNRSTANON4S IHEOMMTAPKAfAPoNMB(FFdP nIEINSTAI{ATNNd OPEMINM�AMD LYNIIINIIPo NMNIFNARtTI#A(l TFAMAGAYMOPfRMM'fMWAlEAOUAUIYAMNI6fMUTHM/; Af WFIL ABALL EgOaON/RFKNNAYA/ID MMMfNYCONI.PIX eMP; FM rNf DUM MINOf MIEEMYLAUCIIAMWDARAT M/ MLE f/NDl NNiL SFABIf$ATpN if ACNIEYFD. AILBMPSMLLSTMADFOUpTfLYLOGTMI,DFMGNF0.WSTA(LFD,ANDMNMAWFD IDPAfKMg05N)N fRANAMIN/MUTA0.5TMCII LpfA(AAWFAL(fKMW/MWNNDU.K AU NOr6UNL]IpNA( AMP3Ax/ffMMPAMED, AFPULYAOFSI/MLEMFMEDW/IN FIWC]IO.Wl MAgBY Nlf'FMD WTHFNfMAUSMEffMYA%FR 4YSNVERY 0.YMSCLWMNEIO NNMfILWEALLOWAfl6s UN(EtlANOiMER TALE FRAMEKS➢FC/fNpWTMfWDAD. ALL FROMDMAAMM DMTLgVEY INEMASILYLMC011ECIE0 BYTNf OPERAIORAIro AfIDRNm ro MEAIfATtNEOPEMTOASfWENSfAND4MbDFNfM mTNfMNECI[03T. TFMpOpgflYOFPFRANRiN)fMBNHATpNfNN(KWDIATfO MSOCA'gEPDMIBIF BMNOIAIERTIMNTMfNO pf iNENIXfWg1YACY FqLOWINGTN£LNYgMMDpTURBINGACTN/IMiWTIMTPORnONOFTHf SIIENAf IEMNMMYOFFfAMAMNTLYMMO. AI(fX/AffOfLN1ARG55HALL BEfgMIRf➢WITIIIMTI LMY5 Af1EF ME CONE1AUClNAVACIINIYWTIMTPoRIIONA'Mf 5?fNAt IEMIDMRLLYLI9MRAMNfNI[YCFAQA WINATEO SIMNMIIONKOffINNAf LOMPLfTNIGONF(AP MOMJOF N4igLOWMY'.' SA4 APFpAMIIOIi PoFVFGETAINAr MIHNINGILMOMFR 1£M%AG.PI'MJ,WVFGMATRSBNP{ SFfdNGNGNIWfy 0A5%I£LMIIMGSTME4AM)M MFAwgfSTOBf HIUYWSTAL([DANO COM%FTEOWIIMNTHf ]I MYT/MFiMMf. ALL FMtl5f05PY3W?MNIq)ffFTMO MAINWG IUAWM/UMKWAroASMf/STMfTABNR'OWIMIMIO NOME OFIFMFOpAM1Y0AMFMJOAVMCFAfINGWOAR,DUOMJE f6HNAWNM1VG MgNM. lFMMAMISNQy11fs W/fNOM.9GNMGNTMLT, 0AY 0AORGANICCOMPONENiS(E G, pGNAGGRXNTESTOOIP/Ify OGIG{IOAY CLMYREIfSTOfA/L$ MNOSrA>NILESJANO iNECAVS>AUCI£UB1fFCOMPoN£N/SOrRMD; IARGNGIORM/O SMIUARSUPFAfffAMEXFM➢rfRGM IHK MOWFEMEM BMMUSTBEW [DM%l1NLEW'?NMRTN.CS. 1FMNMRYsrABn6RTIGNBMPf sNMLCWLrBF/M/LfM£NI£OWNENMRMaNFMSTAMWAMINBMn GMW rBE AI%EMW21 WITNMTM SI M r 11ME%NMf %N FkPOifOSWlS TMf9MRY/YEFRMMNTIMCWLLGFATpIEfBfWAIEf. INENCFMAL NEJRUMMMfIFR/1-YfARTINDUR MECP?AnAYEKN70PAMTWPoRMYCM IEIAMNFMpMAIGfDIIN,CMNMy OASWA(f TINJDAA/Nf WNTFR ftANAMPgINAY(K JNEM�KIRUClIG1YMfEOrt.MVERIfWARRAFOUND IM3ITFMUMMSTABIGEFO WIMINIxENSINDVNLY ifFTAXMTMPRDMRIYEOGEW igOMTNPOWTOFOKAMR6fWroANYSURFACE WATfRWrIHWNIgURSDiNMGC/IOVA SJAM(bMIONMMAA'IM60T MFRFMAIWNGPAPfpNf➢FTNfbIRNNa MASfMaAMLpFpWIILIINIAMYf. ALL STA4MWAJFF[ONKYAMFbMNNEI3MU5TlKEFR➢NONCDNIROI AND VFIQO%DKMMIpNPFVICFSW/fNNANDALAYG]NEIFNGMOfTMLYDNWELANDATAMIWIfEI$ RMPoRANY !M➢fRM1NFM0NJNE50R3WA16Tf1TMEBEING USfDMAIMN1yMRrsEpM@xTCONJANLMENTSY5J6N l4MJll PADMFLYdSIGN[DAp6'Mp/ONCq Bp RIXLSMLJ➢LY6f]CI WNp MEED JOMSTABNrFO JRFBFAMAS MIKTMSJMIIQFDWOARA'HNDURSAFlFfl HDLAYG£p BEM161K®gtAaDfMFMCONIXINMfMfpTFM. MU(CR NILF➢MUL[H TAOYD#R. W IgLYARGHAM/MBFLOWTNfWFJJED MAIMFiFR OF AW JCM fW'ALE OR OJNU,WAMCFWAENCp.WEYAKKYKNOJACQPlABIffTAB/IIIAIIAV. fFDLON.CDN/ROI BLANRFIf/MAIY OPEWRA9NMLL KRIggMINGR[GIAAq/NfpF('TLAy3'MMTMOGLNLIEi Rplf. ORSL9MNIXfsMKFORMfD UNCFRfgDAAMCONIAq BIAMRfJSANO M1Jf. AAAFPAIRfMUSlMNAML£IEO W/JMNNNG/RSOFOIfO')K� AYMSOLWMF/F(DCON➢fOONSAIIOWACLYfS. MULN: OKMTMMMfJAI%YMUL6HWAONNORMPAJRRHOWRiMOMURBEpfpl� JpAOiNI'£AA9NMNM ➢f sY11YGRWADLDKn. DUSJOYORIX: DUfTMOM JNESTF WMRfCONJRIXIFO BYMYflfAEF➢SIAE!'I'SWE£%NDMD/bR UNNGA MOHI(fPMtgMFTNFDKIR/BUJM JPUG"TOAPoLYPoTAMFWAJEn n1IXYNRBFOAIIF/3. 1HFMOBILEUMIWtlI AP%YWATfRATAMTF NFCfSsgRY M PFA'fMM/MMS AMD PoTIWEG. SIgLMfFWFRGI/{FIf.'/1PFOMLFi3'MIKTMKmAMRAMORMFAMNEMfNERGYpISIM1NHI WGNWN HA%AFTFR NYMMULK (DNNFCIIML 1pARfCf/NIXifWMLYWATfR rd NOp.IRY1 PGGMMNTERgfpkCtlNAp{ AYIS MSL W: AWlrropLSNRBEDaO➢ffi£SS rxMFIWmIRIOWEPFWIPNfNTOACONCIIgRENrzrWIM xrdroMUNAr:roM/AgE. AwEoumrovfRSP.wYINxorxrogwAulaea/wmlrAERUNAr%A MINUfA[rIMfSRECONMFNOEDMm1OR➢KC#NOLORED. MP/OfMLIPATpNMElND00f: N0.SWgAASHLLICOMISTOFOPFMrpNSMCESGRYT➢WWIXYSrABNGESAWI LMIG(ARFAf Mry/x/TMiTOfwRFALF WMIFR; rovAFKNrafffMSFMMF�vrArwrFBNDariocGs%rW/n/ MMTMOWREAIfNK /NSTALL PFRMNDO)SPfNAFTroNfTS)SHN. RAPMSIAMlOA110NMETMO➢M: (ISGMMFR NgrURgINFTONYIBANAECFPTAB1fBMPfOA0l3]WBFOAFFAf ADMW'/ R/ EAIMONMFMALLYMNMNKAMA[ SWfAQ WA1FA; AN➢WInMN 11/FOLfT]AI HFTCF D?Cl/ BOr10A1f TfMPOA1AYWYNIFRCOYFA: A9FAfMIXPo.EF➢fpLSTNATMF/gTCpM1fIFD BEFOFFTMWfNhFWILLM STAWUIIDWYTHIY/FF3(RRPMDAf LifFOfAFfIIUMCFHfWWFNANDORSTOAMWgrfR PoNAf AU OMFR IXf1UFMDAAFA$$HAILBf3IAMLPFOWIMTPEA]MUIa UNIEfsALTfANAnKMOFFPRMFLTKBNISAM SPFCIfKWIMIN ME3W/W. ALLFAHisED50l{$SHALLM'fgMLIIFO MFORECAY,fMUCIIONKCOMf[fT£➢fMTM SF/aEAV HYDROANLOI rypfRS' HIDRr1UU<SO/L STAHHIFERWCOMMHATMHf WIfHA)AW%FAWHIN/NST.4{IDPFR MANUfAClURFSSPEOfAillgNf ro FEPoMOwIMAMASTO PBOVIDFIFMI'ORAgYIONG-1ERMOR FERMAMNTCOVER fW YEGAA/MN ERAS! KHMEYT. EFOIMfM(OMWL PMCMK FROCMM; BWWf91RRQET.YOARpf WWNGFAGIFNTf1YWMf: A'!HEDUWNGRAMfNIJRfATMEIfISYErfNQOKR(M➢FDAWI/APM(WGMOIfNT SEOIMEMCW'TPIX /MCOGS MMOUMDAYTLVp5MU5TMIIKTAUEO rO EIMNNTf INFOKRUWNNG MOTIF SWPPp MU3TBFAMFNPfO EO Rb/nA'IMfsfA➢O/IXIXNPRACMFS ➢FFIMFTER 6NEFp(BMpS TfFNCf CNN' NU(N MPpq {yMTINGMLTCUMAW Efi./: PfRIMElE91VNMIX Mtg f{NLL M p#TALLNON Ml MWNGMNENFPHMfTFR'ANO UPGGN(MMgNY BUHERAREAf, PFbR]D4Y(/NIHiGWGMpEM➢WDIXMU.WRCEAFTMIN3. (1PIAR9➢FAMIETEACDNIFq.SRMPf SNMf BE%AC[DAE[fOSf ASLgfSM1ETOFOLLOWASWQFfOIiEWRE(EVATId/. ALLSRTFFMESMUSTBF RfPAIREAREMACf0.OAMAIMAAYfO NHfN Mfr'M[VMENONRMYTpNA(Of MESEMM9lTRFgCNffXOFTHF MNGNTOF IXFfFNCf ALL MPA/RSMfISTMCTMfHETEO BYTM ENOOf INFNFMBUAWSSMYMRAgsAJKAY, ORMSWMMNFIOCQMOI/IONSA((OWAASY iIMnNGSYEPMINNSHRLLAEWSIAUNAs [LOff TOTNE SIIDflFI1MATPp$SIMEFORSIpAELRNAIMWAR'NSNWFTFFMCP'KTFULTONACIMAES AAfFINfAORi-ARM ACIM)Y/SCONE!%[ MW(ANODFR/M£IFACOMROL NUSTMINSTAIIEOIFEY➢(1sE03011f CGVIIN!/FTpOAgW TO MEEI/FFACFWAAft I6IMATMYAf9MIRMEII dfOLLIM WYAO! BMPS SOfOOTNgN/IMLBUffERKJ: REfFfl 10'AM'fIPIK'IHW pNWMJSTAGING, BUffFA(8MfA5NOTTOBf WTUFBED'SERlO1r OFTNKSNPPP. m1PJA9RY5EINANr1YAiN1NBASIN; WNERFTENIEBI DFMpREgGff OFOLSyMfOwILOMWTOA CGMFMNLOGnW{ AIFIgPOMRYBEWMFE?84flNMIIYT HFPRONDfD PFIGVTO RUMIfFLgWNGTM CPYSTFLYLAW.NFOFFNIFNNWf(MEACEWghRS. A(LTEMPoMRYH4LNfsNA11 BFCONSIRUCTfDAMO gfMTWNA[MIO.P IDGMMNGIFN (UIJMMDFFACFFS MSINSMfNTPRONOEAUK3)AGGFVq(g1E FRM1ATWn YFMNlKKIASEOAMFWMR4(MIUIXACfl£(ObiURBEDANp UNOLSlURBFp/0.WWMG )O TNF&WN..gTAMWIMUMIPG(CU(ArzOT6ARENOTIE MWIINF NEDWUgTOM WWW NMC IWSUWKSNJB.1GfiRpAFApgO(E T DMIN/MAM EGFF DEM ODET Wap MARRiROM TNESV WAWREYFNryIOPTC/FNMHGAND,MDD MFC+FENRL T/NGOFBNIt INCllIDFMFMWGfNLY OV£PELOWAM)Kr//fUV£STAYAGF(IEVArNN, MD PADNOf FN£RGYOIRSIIAiIONATJiIFMISINOUTLfT. ft" S FrFMFDgA4YE0ANDaWMFMMMOKOWNMfDE/TNOFCOUECIEDSfDM1fNTWrNFH44N Rq[MBNTHFWESlUFAGFVIXUME DRAIMGEMDH£MOVAL MUStMCOMPIFIEDWAMW)T NOURf Oi WYOWM; O4ASSWNME/F1DfLAVMIIOf✓SALLOWKFFS IfAMMNKINfFAEMLEWNNWTNEPgO/fCJ !MIO; HIUNAIFMSEWM£NJCONIROt MIPfMAFIH£IMPLFMfNTEOMDOgVMENIFOW )IIEaWPPOR SWPMANfNM1ENT. SFAVAFNiTMfM WNFFfA1FMPpRIgYagMFMBQSINMEfT/NG NI£MOIgREMfM50FTHGPAIfTK /kfFAMMF FgXVA(FMaDIMFNTCAVIAOLSSULIl45 NM((EgSFAMIEMBMW; gNG/A41FDlMfNTTR.IPS, fgTEFYR; KGfTATryfBUFf£ASM/PS ORANYAPPFOPRMTECOMMrWTIAMCYMFAEUMSMEMOWMO FLMAII DOWN-apPEPIHMDMx'f!X INFCONMAUCIIAVMq ANO fORf#XSWMAq/NWpR3Ai OIRATEp BYWANIDWISNfLGNM/QYS WCEIfAMWlN6WNfiNEAW3TA(1/NGA4MMpT84TMW5 RNLWME MfPfRMnIFf(fJ MK/CiM♦9pFFIUM/CSgfETYANDMAYCIXYEFYAfACIW85fKNABS/TE SOHS, MOPE ANDAVAMNfMfADNSM. MKOf)£ANN/grNINOFWfgMBWIYMUSEAFWLUMFNlEOIN TNf,iW110PFRPAMIdAS.n1. 1£MPAPAFYSEOLYP1lf5: ALL STIXpGI(FfMI/ST/L1KM(TiFNffOREp/IVAIEN/OEAMIFTFRSFMMfAT CONIAOLfANKEMEMEDMID MN TMf nMfS PMfLWNOTM%ACfOMRUf✓FRAflE6SOR SM9FACF WAIFRf, NKYDDWGSmPMWATINA1fRCMYEYAN65wNAE NpB ANOGURBISYSrFA$ OF CAVdf/ISAIO➢l101fS UMfS MEAEKABYIAMW PMM ro FNfVENlSTORMWATFRAUNONWTOTNE f1DLYIM. CAVS1MfCTLONSIIE%NMNCYMNICN'TMp'WG: ppfMTDAMUSrgNNIM/dsFOMRMEgOM{FAV/NCa TNF CAVTIM/L',IpNSI/E(DAGMp$rpfEr$WNN xIFS/m BYIMPLEMEATINGBMPf $1/NMR0.'IYPADS aAFN NLCfK COAbfF/FOASrFFLWAMI MCC(DA(gWVALEMfYSIMAS f/AFETfWEEpIXGMUSlMU3NGflY DUMNSCAYMPULTIONO/FIMRONS/f31/pIHMISAMIprADFDUAIFW PREKMSfMMfMfFAM BFMG TAAEPEDOMDTNES'YMET. iAAgFD.SFDAiENTMLGrMAERfOVFDEAOMAU MKOwgMCEf(q/AND A43IIFf WINIINNLAXMrOiMfCOWRY pAf(WNfRKOMFCIEDBY rN£PR(NFCfOWMF MUNLP(E srgEErsLLVF%MSArrraoPEMmwsFImENUMArBFRFLwufo avAu ENrgvTtArrPWxrs ro rMSIrF ArTMDAv-REEAzvaTMM➢KErowNfA. SWfAMWAIF/K MAUMNGDEFf/r£MDDOWMrpgMDPAIMGFC4TOlFf,GIWAALNS AHO [ONWYANff5Y3IFM; MUSTMINfMC1FOfMEMOFNCE pffNO3gNANO3FOTMMfDfP05l/pM iHF RFMOVAI ANOAARYPATR)1/pFFXHCEOSpR3 MUSTTN:E %Att WIIIIINSEV£N()1 MYSpFMS[AKPY UNLESSPREAUDFO DYL[6.1(. MGVU70RY Op PMISIG(ACCf35LiNKMNN1f NppEAWEO, RFMOViLLAND STAMIPAIpN MUST iARf%ACFWIMWSEKN/1JGIfNMFMYf OFOBTAINWGALLTY TIFPFRMNtEEf ARERFSPONSIBIf FOACONrACRVGAAUTG4 AfGIONN, sTATEANO FFDFMLAGFNIYSMOMQMNGANY AP%zAMFvuMNS PAY11roAxvnutrWGAxvwoRr WIETMDRCNAY: ALLSLMMOMWWIEIS{IMWDfNG MWNGYAGI£M DiF3/hJMUITMPRORC/F08Y ApMMAIITEBMPSOVMNGllM6)MK1bM(/NiILALl50URM3 N9IHPoIFNrIAL iDR MfCMMGING rO rNF dYLFTMKBfFN3TAM/IID. SBtf£M'£KNOTMMCFPTABLIGICH 84EW AYIfT/.i0IEf1/DNAMP. CAMN/aCrM.ENML AFAf4 R£MOVFANDIXf%1EEOfSFMMEM AHD/gIflFPM[FSnJRMORgINWIFT MOIFCIIDNONAFgrINIEgMISTp£M1/FE INFDMCf KHNLYFUNCHD.W(PgNMTDTNF NIXr fA9£GS1Ep/Rfp%fATMMi.EKM(SAMM6RfATEp1 MLFI PFDIFC/IAYMAYBERE/MIVFOFDAA PMNICWARWLfTNASPEL'MCMAY[II4CFAM(STgEFfel�GHgEJ➢�IIMYDFfNWFNA9®MD INF PFAMfI1EE15/MKIIfCENFDWAIrzENCA9FESPoNOFN[EfROM iH£/UMSMLTAW(AUMA9IM1lEG On'fL'GWrvJLOWMSMP(NWMIENGINEgJ KPIFNNGTNFMEFO EOR MMOVAL WRI/?NCOMFf%WDFfKE MUSTMLXI['UMFN/FOMINFSW/YPANOAVAMAfE1NTHIN)T/IAMf UPAYgF[tUfSi. RMMSON RI REMDKMIFT%M1Frn0NMffoAMa SMC/NCMfF/YNNQAN MUfrsNll BEoerAbYfOfflDM IflftOGl NRKWCiIAYAIAUJNORIiYWIININ30MKOFRFMOVAL LnEADCM IMAIMENLi OMFATWMUSTAMEND)MSW9PP rOlNClWE1L/EWiENOFO USFSgM) LAGIWNSOfFLIXNLllIR. PoLY81FRj AMDOINERSFA'M9IlA1bNTRMIMENTCIIFMKALS NERNCAL !MAIMENLfMAYdUYMAP%/£pLYMGB;VN(gETFfATNSTWMWATfR 5A'R£EI£D IOARFmYWG fFA14IfIEAYlAOL1YJTEM(NOipAFCRYOKOMRGFDTONAtUMLWAIER RODIFs'1 Np5MT3UpFf DOCUMfMMG rHEENPFCIFO506 T1R'; MMUfACNMR'f FFMMMENMD EY1fING, APPUG MLN MTEs/MMNIME; ANOMgY/IATINGRESUL15 rT1/ARq/IY TNI. fALMAABpQATIAM iMWI STABRW IKW GA(NNKOWNFHINF(MlOW9/f'fOVRPAR4NEffRSAgE<pAYI£)f'DMpMTO fUBMIfWq'Of rzIEMJNEFOF RMNNAOPM IONPG. fEEPfAMAMMfROSIA4CONIAIX PMCTICfsPoR fPftlAL'ME')NDOSANDAMLYA1pI6 S. AA{KGETATM[OKF: ALL Sp9 NST(MBN$ACTIWnFSAI1HFMRMKBEFNCPNILEIFDANDAU fMVsfDfO1(SAMSTARpNIDMAWgOM;(AirtRENNMf K6FFAMFCOVfBWIIHAMNf/IYW MF =LFf EfiFMFMOUfSUMAMARFq. dIOTNFAEOILNAIENTMEAM NflY351FYmPRFVfMt SWL FM4ftEL/NOFR fAOSIKNHMIIMK pffq iO PMTN.ASMiHfpAOIFCTKAYAGMCIN1UApl rAA'O. 3. EWAl MfANOUTPFFMgNEMSNMMWAIENMANgGAIENfSKRRB®CPYVfYANfESYSIFML AU aDNRFMTM(bTMBFMOVFO fAOMPfRWLMfR'TSTDILMWAIMMAMGFMfMSYfIF� CONYFYANCf SYSAM;ANOdRNES MUaMStMADNWITH MRARAII£NTNVFR. 3 BFMBViYBFALL i£MIdNRYSYNTNfIKRMPS: ALL iAIPoAMYSYMTNETKAHOfAM/LiURAt EROSp.Y PALYFMMHANBSfA'MEIYTLTM/RIX BMPS /SUL11M51{TRMYJ MIbTMMMOKOONTHFVLMIpNS OFDIFMAFAPWNKIIJNFPFBMMF NMffNFMLE BMpS BEWsMBTDOfCOMPBSFB,YaAkUCx KSOMfCVMMETLOfSjMAYMMP/M%AN I. OPFMTAPPRONOEt IHEOWNFRA({WS/EC/IONANOSWPMAAI[NORfE'NTRfNRpSFpI ENE%ro/FLT. OWMAAE MfIOMIBIEfPYfFfMR4AL1 RffOA➢5/Af DEFlN£OWPMIB.f]SJ DA'fRFIGITHFFF YGP!'APRRSI/BR1/TrN OFTHFNOnCf OFTFMAIMi1PM. LF al S W2 RQSL C��-iA�f�HASSEN, ! �� SITE PLANI REVIEW WITH VINES LIGHT STONE STOREFRONT SYSTEM TRELLIS v ROOFTOP MECH TRELLIS ✓ LIGHT STONE v STOREFRONT SYSTEM CABLE SYSTEM WITH VINES CABLE SYSTEM WITH VINES EAST ELEVATION WEST ELEVATION M S R BUILDING ELEVATIONS 6-7 V g UNDERGROUND 5.016 SYSTEM 'I' sRy INV=950.708 ?<� //ILJ1 C 18LE OF 12 HOPE / esu M o 60S ry�AL ----- �a - f EX. MH Rl=944.435UIL UHoPEo aogo50 tINV=93753(24oaAN�pEZrS9 / y O B 6_2 G w w ' "y .n 9600 ,.:• \ � ./ i / 9` � Z '' ',._.-_ ;. :. \ ,,moi °, � .. _/ '/6E^�"(/fit •"j Z yBENCHMARK TNH 964.684_ / r ro a` 4S Z F1RSy96 e d - _ /' > 2 .B INCE6" 21 ,NET0/6 P fP w/(pRE'VALI O/ 27' 1 6- SOR35 PW WX a 6' CLEANWr.. SEE GE 21 I-I/2TAP w OGL nT E/ / _s„+� 1 1 / EX MH NA4 951.41 /2 DR n; / :� ~ EX INV 9311 2 N W INV mo CORE 6: BOOT NEW NV 8-4 / � NEED PERMIT FROM M DOT TO ci lei I3 I� 2 w/ \ / / / / .' s ( n WORK ffiR�- 4 IN DOT R—O—W SHEET INDEX C1 SITE PAVING & UTILITY C2 GRADING & DRAINAGE I m CIVIL DETAILS C4 N SW 1 SWPPP SW 2 SWPPP ° W E o o 5E � 0 rc GRAPHIC SCALE GARBAGE ENCLOSURE W/ GATE NEED PERMISSION FROM RAILROAD TO WORK IN R.R. R—O—W \♦®" (y� -Ty �,` MHi T00 RW -956.30 po NE. N94583 NV=V SW.I91680 SE/NV-94558 S ",r EX FES F" --` --I-1 \ \ ay CB7 ' � r r i FUTURE INV=940. ( 66 72") w^ mM�s746 1°"_ »a _ _� UN(SERGR"Di/ND SYSTEM- , 7zIN e mY n ADD X1ENg .4.5 M VALW - z 6-7 V g UNDERGROUND 5.016 SYSTEM 'I' sRy INV=950.708 ?<� //ILJ1 C 18LE OF 12 HOPE / esu M o 60S ry�AL ----- �a - f EX. MH Rl=944.435UIL UHoPEo aogo50 tINV=93753(24oaAN�pEZrS9 / y O B 6_2 G w w ' "y .n 9600 ,.:• \ � ./ i / 9` � Z '' ',._.-_ ;. :. \ ,,moi °, � .. _/ '/6E^�"(/fit •"j Z yBENCHMARK TNH 964.684_ / r ro a` 4S Z F1RSy96 e d - _ /' > 2 .B INCE6" 21 ,NET0/6 P fP w/(pRE'VALI O/ 27' 1 6- SOR35 PW WX a 6' CLEANWr.. SEE GE 21 I-I/2TAP w OGL nT E/ / _s„+� 1 1 / EX MH NA4 951.41 /2 DR n; / :� ~ EX INV 9311 2 N W INV mo CORE 6: BOOT NEW NV 8-4 / � NEED PERMIT FROM M DOT TO ci lei I3 I� 2 w/ \ / / / / .' s ( n WORK ffiR�- 4 IN DOT R—O—W SHEET INDEX C1 SITE PAVING & UTILITY C2 GRADING & DRAINAGE I C3 CIVIL DETAILS C4 UNDERGROUND DETAILS SW 1 SWPPP SW 2 SWPPP C N w e s GRAPHIC SCALE (wrze1) GRA WL CONST. SEE DETAIL 1 \ O ZS E z GARBAGE ENCLOSURE W/ GATE NEED PERMISSION FROM RAILROAD zz � TO WORK IN R.R. R- 0- W \\� \ Q z 7 = "� STM MH) Uw o tiq�' RIM 958 30 p° \ _ INLET PRO IECRQN fSNE NV 67 WNW 8 SEE OEAIL QSE 80 C MV=84558 y ry EX.FES RIM -95740 - $ rFUTURE'T_—.— 1� °' \ '• INV=940.66 12' 2 g esJ.T f°_ 3, ( J w� S G=8 P i' ..--- --- -�--ONDERWOUNU - \ e^� SYSTEMADD I TO VALW'sav . _ »� ,,._t IN A6 -r =9A6.5 \ SITE EMERGENCY g .4g_. OVERFLOW 946.2 • UNDERGROUND - - �. h c.:.= K SILT FENCE 650' i ➢ •. SYSTEM 55 0 3 P� s t SO �19 6 0r 50. EROSION BLANKET: SEE DETAIL sus INV=950.70 5, gip- 1 ,kL OFA Y R i6dF LR 12" HOPE ' 1 ly\ L`- - Yr3626 /N 1_AL _ _ _ r C /5 'y a ld RIPRA)k AL ✓.� !: IN Z60 '�> \\ az;gr 0EX. MH i G \ I wIF&TER FABRIC 4 .43 36LF OF /2" MOPE O 4.0 ' ROOF DRAIN PNN: '/ \\ \\ F0tfIR51 9s 50 t' / ,-i //� INV= 37.53(24) V Q \ Z x 60.0 ( 960. ! \\ sltr FENCE ry i� / / s :: U < T U: /'/' 6-3 ory 660LF OF SILT FENCE> 2EA. INLET PROTECTIONS 5 / d yy Zp 95_9.89 PRO TEPBON �-i;' _-�- R,P-- - oL GRADING CONTRACTOR SHALL ETAIL aL 12 .: /✓ / s z REVIEW THE GEOTECHNICAL=" NEED PERMIT FROM MnDOT To WORK REPORT FOR SOIL GP \ w �j IN Dor R—o- w RECOMMENDA TIONS. C2 Gsm FTGSNES R� rp 2t wns - uL .'Qirrs s A x Sawn. d vN cI Norm t' Rm AD AI SUM, Aoam surrrtxnr ro nnrsrun AW vREssu.E nsTuc CLEANOI o[ro. TYLE R YVq[6 2._ NA"IllIum- CASTING y V L ubx . .RY MAXIMUM 6 RINGS `^\1HIM CSU55 v y}[G2 BITE vFa:i`iLs�a'"' v l ? x>.� TH wl ind¢ ..1 TO SOLE APA -S. -D13 w a 'N I'M atina.irc�.vrs Naa�Rwm arc »a u C T. U .ax wm .0 NOTE: rem OF STEEL WRE FABRIC HAVING AN AREA OF m s" NOT LESS THAN 017 SO. IN. PER POST CF HEIGHT. k 73 A scA¢ x.Ts. 24' X 36' STRUCTURE APA-sTv-oov. ri Iz I M, 2._ NA"IllIum- m Quenrwa ¢oIE.NE Ahn SECTOR B -B ye: v"'" CASTING y V L Iqa x C[stw rm w rxE N.L'S. . .RY MAXIMUM 6 RINGS `^\1HIM CSU55 v y}[G2 BITE vFa:i`iLs�a'"' v l 24• K 36" PRECAST SECTIONS OR CONCRETE mrsw retz wYnR» Ixar Lw [aru m w-. m w wl ind¢ ..1 TO SOLE APA -S. -D13 w a 'N I'M atina.irc�.vrs Naa�Rwm arc »a C T. U .ax wm .0 NOTE: rem OF STEEL WRE FABRIC HAVING AN AREA OF m s" NOT LESS THAN 017 SO. IN. PER POST CF HEIGHT. k 73 A scA¢ x.Ts. 24' X 36' STRUCTURE APA-sTv-oov. ri m Quenrwa ¢oIE.NE Ahn SECTOR B -B ye: v"'" CASTING NOTES: aetNrs rw anrvmt rnC uxw vs GROUTED IN PLACE 2• CONCRETE Iqa x C[stw rm w rxE N.L'S. . mw n+u[ aro..v Izamr. MAXIMUM 6 RINGS `^\1HIM CSU55 v y}[G2 BITE vFa:i`iLs�a'"' 5 24• K 36" PRECAST SECTIONS OR CONCRETE mrsw retz wYnR» Ixar Lw [aru m w-. SEWER BLOCK. pLOCR SHALL BE PLASTIC ON INTERIOR .0 Z , ]NA Pwa Pr ..1 TO SOLE APA -S. -D13 P . P, � @x A A,.�AA i%mw' o. s'i:Ho..m w"rzs no ma ARK . .1 -1 rcAP, atina.irc�.vrs Naa�Rwm arc »a ®oracuv 1. w mu, Pcv xo, Miw mw 0' a T. xst, .ax wm .0 NOTE: rem OF STEEL WRE FABRIC HAVING AN AREA OF m s" NOT LESS THAN 017 SO. IN. PER POST CF HEIGHT. k emi.m'T'rm+r scA¢ x.Ts. 24' X 36' STRUCTURE APA-sTv-oov. RIP -RAP AT RCP OUTLETS SCALE N.T.S pPA-STM-021 METAL OR WCCD POST OR STAKE (JO"EIGHT MIN) EYGMEERING FABRIC STANDARD INSTAAMON REGULAR FLOWFABRIC ANCHORAGE TRENCH BACKFILL NSM pIFECAOY LIF TAMPED All SOIL RUNOFF 6 INCH AEN. AL 24 0.O''LL _ INCH MIN' 10 DEPTH (MIY� OVERLAP FASIUC\ HIRE MESH REINFORCEMENT )METAL OR TIJOO 05r OR 5TAKE (JONEIGHT MIN) ENGINEERING FABRIC HEAVY DUTY HIGH FLOW ARM FABRIC ANCHORAGE TRENCH BACKFILL WTI DIRECAPv OF iANPED NANPAL SOIL RUNOFF �'.NAILAALT SSFP''' / 1-0"DEPTH (MINT- NOW' DEPENDING UPM CgIRGURA ABY, ATTACH FABRIC w Am MESH WTH HOG RWGS STFEL POSTS wm AE WRES. OR ADOD POSTS WIN STAPLES SILT FENCE SLAL£ N.T.B. APP -END -OW Msnnx 4FCVIEO Ill ➢LICE Y 111,r'i a APIUSnn j RINGS - MrmMDAr mics NAYV.OM 6 Mn,S CONGA REMFORCA'.G 5Hwu c AAGGT OF A SINGE LIKE OF STEEL MINEFAGAF H4 HAG AN AREA OF W, LESS AHAN n 12 50. /x, REv rom OF HEIGHT, ANO V CASTING NOTE: B-612CONCAEIE� G GORE. ALONG LWd Oi' "A"ING LOT OnIM GROUTED IN PLACE 2• CONCRETE ADJUSTNG RINGS - MINIMUM 2 RINGS MAXIMUM 6 RINGS `^\1HIM CSU55 v y}[G2 BITE nALLS TO BE CONSIROCIEO OF 5 24• K 36" PRECAST SECTIONS OR CONCRETE [' SEWER BLOCK. pLOCR SHALL BE PLASTIC ON INTERIOR .0 Z EXTERIOR. ..1 TO SOLE APA -S. -D13 2 `6` CONCRETE BASE POURED IN PLACE OR e MINNIE. PRECAST BASE, NOTE: REINFORCING SH;.LL CONSIST OF A SINGLE LINE OF STEEL WRE FABRIC HAVING AN AREA OF NOT LESS THAN 017 SO. IN. PER POST CF HEIGHT. SHALLOW CATCH BASIN scA¢ x.Ts. 24' X 36' STRUCTURE APA-sTv-oov. METAL OR WCCD POST OR STAKE (JO"EIGHT MIN) EYGMEERING FABRIC STANDARD INSTAAMON REGULAR FLOWFABRIC ANCHORAGE TRENCH BACKFILL NSM pIFECAOY LIF TAMPED All SOIL RUNOFF 6 INCH AEN. AL 24 0.O''LL _ INCH MIN' 10 DEPTH (MIY� OVERLAP FASIUC\ HIRE MESH REINFORCEMENT )METAL OR TIJOO 05r OR 5TAKE (JONEIGHT MIN) ENGINEERING FABRIC HEAVY DUTY HIGH FLOW ARM FABRIC ANCHORAGE TRENCH BACKFILL WTI DIRECAPv OF iANPED NANPAL SOIL RUNOFF �'.NAILAALT SSFP''' / 1-0"DEPTH (MINT- NOW' DEPENDING UPM CgIRGURA ABY, ATTACH FABRIC w Am MESH WTH HOG RWGS STFEL POSTS wm AE WRES. OR ADOD POSTS WIN STAPLES SILT FENCE SLAL£ N.T.B. APP -END -OW Msnnx 4FCVIEO Ill ➢LICE Y 111,r'i a APIUSnn j RINGS - MrmMDAr mics NAYV.OM 6 Mn,S CONGA REMFORCA'.G 5Hwu c AAGGT OF A SINGE LIKE OF STEEL MINEFAGAF H4 HAG AN AREA OF W, LESS AHAN n 12 50. /x, REv rom OF HEIGHT, ANO V NOTE: B-612CONCAEIE� G GORE. ALONG LWd Oi' "A"ING LOT OnIM I.5 ',y�� R E. MMOT IMNCOT y m. YI R1 `1 2x `^\1HIM CSU55 v y}[G2 BITE ACt�ESyF�SClVS{VL�Df �5 PaFr FYI®( L,Nz, BHM&IN, mnPLAC sCwtK WTE THE PLACEDARKTO KCMT [' VERIFY WITH GEOTECH PARKING LOT SECTION ..1 TO SOLE APA -S. -D13 EC TOR PLATE OVERFLOW 1 CENTER OF FILTER rOVERFLOW 2 TOP OF CURB Box 10" HIGH-FLOW NOTES' • WIMCO CG MODEL OR APPROVED EOUAL TO MATCH CA.STII>G • 5iLT FENCE/FABRIC NOT ALLOWED TO BE USED AS ".L" 6-MINmwW 1 1 1/1' CLEAR AGGREGATE SCPLF N.T.A GRAVEL CONSTRUCTION ENTRANCE MA-ERO-0O3 NNE eonaM KTm 1 r/�• tIBW ADc c SHALE BE 4'X4Tw, OF AWA ' R CONCRETE WASHOUT AREA SOLE HIS pA-FRO-LOT C3 0 a z 0 D Y O D S TM A�\\17i iiiuoriewuW �wr'.,,'\ : `- rI Design Your Own Detention System CMP DETENTION SYSTEMS Access B r els Riser Header A�w��TCAtI°'tel �_- � For design assistance, drawings, � =��W - and pricing send completed worksheet to: SOLUTIOMINC. dyods@contech-cpi.com r ` Band ZO O h a z z e z o UW �� a M H Project Summary Date: Project Name: City / County: State: Designed By: Company: Telephone: 10/1512015 Enter Information in Blue Cells RBSC Chanhassen Finished trade Pavement - ; Elevation ----- -- " -- Backrai to Grade Q — --- ^---- — Sparing Diameter Y',,cing --- - - - - - -- f ' a A w t Chanhassen MN cad a a 763-689-4042 Corrugated Metal Pipe Calculator Storage Volume Required (cf): Limiting Width (ft): Invert Depth Below Asphalt (ft): Solid or Perforated Pipe: Shape Or Diameter In : P C) Number Of Headers: 3,134 19.63 ftz Pipe Area 25.00 8.00 Solid 60 2 Spacing between Barrels (ft): ' 2.50 Stone Width Around Perimeter of System (ft): Depth A: Porous Stone Above Pipe (in): Depth C: Porous Stone Below Pipe (in): Stone Porosit 0 to 40%): J �-- i _._ _ . _._._ j_ I t i U 2 o o Z o 1 6 6 0 System Siizin Pipe Storage: 3,142 cfSystem Porous Stone Storage: 0 cf Total Storage Provided: 3,142 cf 100.2% Of Required Storage Number of Barrels: 3 barrels Length per Barrel: 40.0 ft Length Per Header: 20.0 ft Rectan ular Footprint x L: 22. ft x 52. ft Layout Barrel 12 0 Barrel 11 p Barrel 10 0 Barrel 9 0 Barrel 8 0 Barrel 7 0 Barrel 6 0§ Barrel 5 Barrel 4 0 Barrel 3:� Barrel 2 Z o z < U o z Z V CONTECH Materials Total CMP Footage: 160 ft Approximate Total Pieces: 8 pcs Approximate Coupling Bands: 9 bands Approximate Truckloads: 2 trucks g t € Construction Quantities" Total Excavation: 339 cy Barrel 1 s�o S �� o Porous Stone Backfill For Storage: 0 cy stone Backfill to Grade Excluding Stone: 223 cy fill Barrel Footage (w/o headers) "s a "Construction quantities are approximate and should he verified upon final design E g © 2007 CONTECH Stormwater Solutions C4 I WF fR411 R11C11 SITE PLAN NOTTOSCALE C H,!",NHASSEN, LLC SIS PLI Al`s REV1E`tiruf MSR PERSPECTIVE VIEW FROM THE MAIN ENTRY P.BSC CHANHASSEN, LLC SITE PIAN REVIEW 4 ' l MSR 46 t 4- 1- l I woi . m PERSPECTIVE VIEW FROM HIGHWAY 5 - SOUTHWEST CORNER RBSC. CHANHASSEN, SLC: Si TE PLAN REVIIEW I* •1 t %L6 1 MSR PERSPECTIVE VIEW FROM HIGHWAY 5 - SOUTHEAST CORNER RBSC CI-iANHASSEN, L. -C SITE PLAIN REVIEW i MSR PERSPECTIVE VIEW FROM HIGHWAY 5 - SOUTHEAST CORNER - FUTURE BLDG RBSC C►--IANi- ASSEN, LLC SITE DL_ N REVIEW TRELLIS ��V GALVANIZED METAL TRELLIS LIGHT STONE STOREFRONT SYSTEM METAL FLASHING ------------- WITH VINES DARK STONE BASE LIGHT STONE STOREFRONT SYSTEM CABLE SYSTEM WITH VINES MAIN TRELLIS 11 SOUTH ELEVATION GALVANIZED METAL--/ NORTH ELEVATION TRELLIS MSR BUILDING ELEVATIONS RSS ROUND STRAIGHT STEEL ORDERING INFORMATION SAMPLE NUMBER: RSS"20SF2XG COOPER LIGHTING RSS4A20SLN1 RBSC - Chanhassen 11.4.15 FEATURES • ASTM Grade steel base plate with ASTM A366 base cover • Hand hole assembly 3" x 5" on 5" and 6" poles, 2" x 4" on 4" poles • 10'-30' mounting heights • Drilled or tenon (specify) R=TVpe R Drilling S=Standard Upsweep Arm Z -Type Z Drilling Aaa/2'Tapped Hub (Specify location desiredl 8=3/4"Tapp xl Hub (Specify location desiredl C=Convenience Outlet' NOTES: 1. All shaft sizes nominal. 2. Square poles ere 3 at g0', round poles are 3 at 120'. 3. flatlet is located 4' above bean and oa same side of pole as hand hole, unless specified oMerwise. Receptacle not included, provision only. 4. Additional hand hole is located 12" below pole top and 90' from standard hand hole location, unless otherwise specified. Hand Hole O 12-5/16" L L6_J WARNING -The use of unauthorized accessories such as banners, signs, cameras or pennants for which the pole was not designed voids the pole wananty from Eaton's Cooper Lighting business and may result in pole failure causing serious injury or property damage. Upon request, Eaton's Cooper Lighting business will supply information regarding total loading capacky.The pole wamamy from Eaton's Cooper Lighting business is void unless poles are used and installed as a complete polefurnme scombination.This wenenry specifically reduction failure as the result of a third pad act or omission, misuse, unanticipated uses, fatigue failure or similar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with movement of air currents around the product. Specifications and dimensions subject to change without notice. Consult your Eaton's Cooper Lighting business repreeemative or visit wewrdmiger ightin,spim for available options, accessories and ordering information. Cooper Lighting ADH130491 by E:T•N _ 201a-oa-o2 13:40:09 DESCRIPTION The Galleon- LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, high -efficiency AccuLED Opticsrs system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability, with superior structural rigidity. 3G vibration tested. Optional tool - less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Choice of 16 patented, high - efficiency AccuLED Optics. The optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/-275K) CCT and minimum 70 CRI. Optional 6000K CCT and 3000K CCT. For the ultimate level of spill light control, an optional house side shield accessory can be field or factory installed. The house side shield is designed to seamlessly integrate with the SL2, SL3, SL4 or AFL optics. Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/6OHz, 347V 6OHz or 480V 6OHz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 1OkV of transient line surge. The Galleon LED luminaire is suitable for operation in -40•C to 40•C ambient environments. For applications with ambient temperatures exceeding 40-C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 53OmA and 700mA drive currents. Mounting Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during McGraw -Edison G1_E0N-AE-04-LED-EI-S1_R-DP RBSC - Chanhassen assembly. Designed for pole or wall mounting. When mounting two or more luminaires at 90• or 120° apart, the EA extended arm may be required. Refer to the arm mounting requirement table on page 3. Round pole top adapter included. For wall mounting, specify wall mount bracket option. 3G vibration rated. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard colors include black bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult the McGrew -Edison Architectural Colors brochure for the complete selection. Warranty Five-year warranty. POLE MOUNT 3-15/16" [100 nml 1 "A" 21aaV'S53mm) WALL MOUNT DIMENSION DATA Number of Light Squares Width 'B' Standard Ane Length "B"Opfiond Arm Langal' Weight with Arm Me) EPA with Arm (Sq. Ft.) 1.4 15-1/2' (394mm) 7' (178mm) 10- (264mm) 33 (15.0 kgs.) 0.96 5-6 21-5/8' (549mm) 7- (178mm) 10' (254mm) 44 (20.0 kgs.) 1.00 7-8 27-5/8' (702mm)T (1]Bmml 13' pSomm) 54 (24.5'gys.) 1.07 9-10 33-3/4' (857mm) 7' (178mm) 16' (406mm) M (28.6 kgs.) 1.12 MDTES: t Enended arm option maybe required vfm mourning two or mora Inures per pole in 9V or 12V Refer to arm mourning requirement table. 2 EPA calculated with optional arm lengib. E:T•N Forepar, verso BbMiebe 'www.designli moom 1.4.15 • GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE DLC CERTIFICATION DATA UUCUL Wet Location Listed ISO 9001 LM79 / LM80 Compliant 3G Vibration Refect IP66 Refect DesignLi,lam Consorthunner Qualified - ENERGY DATA Oeetmnic LED Driver >119 Power Fade, Q0% Total Harmonic Distortion 120V -2]N 50/fiOHz 347V & 180V 60Hz -40-C Min. Temperature 40°C Max. Temperature 50-C Max. Temperature (HA Option) TD500020EN 2015-10-02 11:48:13 MSR RBSC CHANHASSEN LLC EXTERIOR LIGHTING �'4o ba ao'm Do 6o t. hhh@s b $I 'ot tit @a bo bo bo'mdo d+d 'oo %, 'f t do a o@+ s�0@she'os he4+hs ' ho to hs'no ho d� ots'll',,As'I 'm\s•u'z @s'v 3s'v'no 4.3n IOWrs aoaoaobodneo.9L�3p@93+' ".'www. t 0'uo bo bat 'o "dQ'J oo bn b0 as d9' a. @ @f. zo�f ho'o 'e2 '. bX ao b� ba'aa eo ao di d,'•, Onbo ao'oa'oo en do do'p+tii .. no oo np oD OD DO Dn no noxa INITIAL MSR RBSC CHANHASSEN LLC I 11-t"Eon - tel ox.u.oP-LED-EI-Taw "nore"D]Iu0t13.3wt 1u wme .POP Luo 321 33as 3z.3xs 1 va orno -.LGa w- AA ox us) c 'n' o.es v3 x(roaxEP �oPEX uox. lxn 0 .Ls —N. ❑ AA UGXnnGj 3 TATON ..(e PNEP c,rru,Ohoc) GLEOXAE.09-LED.E]. a+A ,XAioa.ror E¢L UGM Ox+ED 69 ]N.i999 3 ]13 ❑ AA1 1 EATON.m r,ro coach -PE -04 LED ES SN LLL16xi Ox UID E< GUI acal 0 313 EID❑ E0.1FORMFR 111TH IN' leo AAx 9 Forton. xFLO (eoaMEP wtsasseaD-B9zx 1x01 xlsa xuG X+ED 1 16s1.s]3 3 ]].3 0 CODER YGX]1XG) WoTH AACPERERO0. O cc MLselas4O-093x 0Xu4 Ox Leon 1 Iz0900so.J 1091.032 Od9 17.3 �'4o ba ao'm Do 6o t. hhh@s b $I 'ot tit @a bo bo bo'mdo d+d 'oo %, 'f t do a o@+ s�0@she'os he4+hs ' ho to hs'no ho d� ots'll',,As'I 'm\s•u'z @s'v 3s'v'no 4.3n IOWrs aoaoaobodneo.9L�3p@93+' ".'www. t 0'uo bo bat 'o "dQ'J oo bn b0 as d9' a. @ @f. zo�f ho'o 'e2 '. bX ao b� ba'aa eo ao di d,'•, Onbo ao'oa'oo en do do'p+tii .. no oo np oD OD DO Dn no noxa INITIAL MSR RBSC CHANHASSEN LLC she, Via 00 d0 'o. Gj 1 0 a a d d d d d d d d d b d e1 'W + nz@zb a0 to to to to do d, MAINTAINED V Nur. This Is proptletary Inbrmaxon and the property of Border Stares Electric and Is not to be used as a for ad document. ScdlE no No. PARKING PHOTOMETRICS cc -EI 321 33as 1 orno -.LGa w- cau oa,Eo E3 Taw E to Wous ox us) E9 o.es v3 x(roaxEP �oPEX uox. lxn .Ls ❑ AA UGXnnGj 0 1 EATON.m r,ro coach -PE -04 LED ES SN LLL16xi Ox UID E< GUI acal 313 EID❑ E0.1FORMFR 111TH IN' leo AAx COO YCNn Gj 0 IOo010)MER MLselas4O-093x 0Xu4 Ox Leon 1 Iz0900so.J 1091.032 Od9 17.3 COO9E0. AoTH 11.EPERER00. cc O she, Via 00 d0 'o. Gj 1 0 a a d d d d d d d d d b d e1 'W + nz@zb a0 to to to to do d, MAINTAINED V Nur. This Is proptletary Inbrmaxon and the property of Border Stares Electric and Is not to be used as a for ad document. ScdlE no No. PARKING PHOTOMETRICS fie/Max Advac[age PIu G R SC CHAI�HASSEN LEC SITE PLAN REVIF-W MSR SIGNAGE RISC CI--I.�.�• HASSEN, �_� SITE PLAN REVIEW LED SIGNAGE WITH CURRENT ENNOUNCEMENTS METAL STAND OFF LETTERING STONE MSR SIGNAGE .......... rQ -----------------1• -------- FO FO LEGEND: ...... .............. CONCRETE PAVERS ......... ........................ - .......... CONCRETE SIDEWALK...................................... .............. -S ....... UN PERENNUU-PL61411N�S ----- ------------------- ........ SHADE PERENNIAL PLMTINGS .................................. o BENCH ...... 9i TABLE + CHAIRS • PATH LIGHT POLE LIGHT GROUND SIGN DECIDUOUS SHADE TREE SMALL I MULTI -STEM TREE SHRUB ENTRY PATIO PROPOSED A111111:10mik MS' K TO EXISTING BIKE PATH MAIN ENTRY TRELLIS ABOVE .................... -- ......... ......... Il 12 SETBACK U o U o 9 o U . U 177 r r Ll 119UL:� ........... ...... ,LOSURIE ------------- --------------- \ ..................................... ----------------------------- 71" 1 -t Ilk PLANTING BED JFF PATIO FUTURE BUILDING 110 A - ---------- ............... .......... ................... ......... 95A$ .............. ....... ............ ............................ ......... ........ I 2OFT SITE PLAN: ' RISC CHA,NHASSEN, ILLC SITE PLAN REVIEW TABLE 1: DECIDUOUS SHADE TREE SYMBOL SCIENTIRCNAME COMMON NAME QTY EA SEE NOTES SWA Ouert+a bicolor Swamp whit: oak 5 B+B SINGLE STEM, 10'-1T MIN HT. TABLE 2: SMALL, MULT14TEN TREES SYMBOL SCIENTIRC NAME COMMONNAME QTYFA SEE NOTES AME 1 Amelanchler hwo Alleghany SNvlcs a 3 S+B MULTI -STEM, 10'-1T MN HT. PRU 1 promos divIons Pompe Send Cherry 3 B+B MULTI -STEM, 6-0' MIN HT, ACE Acer Uteu;aWM pecmc aunear Pam Surd Maple 2 B+B MU 'EM. SS' MIN HT. TABLE 3: SHRUBS SYMBOL SCIENTIFIC NAME COMMON NAME QTYEA- SEE NOTES AME2 Annobnddarammorm Saskatoon Servicabomy 10 CONTAINER T MIN Hf. ARO Anma malence" Bads dmkedany E CONTAINER 2 MIN kik'. CORse Comm aMicee Retlwler dDBwood S CONTANER T MIN HT. TABLE 4: VINES SYMBOL SCIENTIFIC NAME COMMON NAME OTT EA SIM NOTES CLE1 Clerreffe teranea DulohesaoFAlbany 11 CONTAINER, 1' MN HT. CLE 2 Clemahe lackmeMr ,agaaan 11 CONTAINER, 1' MN HT. CLE 3 Clerrrata Conleace de Boudard Coaaece de BDoduod 11 CONTAINER V MN HT_ HUM Humukw 1pulua Hope vine 10 CONTAINER VMIN HT. MSR PLANTING SCHEDULE RBSC CHANHASSEN, LLC SITE I LAN REVIEW BENCH (ENTRY PATIO) MANUFACTURER: LANDSCAPE FORMS NAME: PARALLEL42 BENCH DETAILS: CASTALUMINUM FRAME, REGIONALLY -SOURCED WOOD MSF TABLE AND CHAIRS (STAFF PATIO) L- MANUFACTURER: LANDSCAPE FORMS NAME: PARC CENTRE TABLE + CHAIRS DETAILS: CASTALUMINUM, COLOR TBD BIKE RACKS MANUFACTURER: LANDSCAPE FORMS NAME: MULTIPLICITY BIKE RACK DETAILS: CASTALUMINUM FRAME, REGIONALLY -SOURCED WOOD LOCATION TBD SITE FURNISHINGS R BSC CHAN HASSEN, LLC SITE PLAN REVIEW PERENNIALS SUN SHADE SITE PLANTING r p� T ; Y SUN SHADE SITE PLANTING l.R a :L,' ' �r .t� •.�t �a^•'i� � ria r � � y t +� �. Y � , -051 T t +4 -L...... mea _j�Q _.,, +��•F> VN 1i y ^l_ + w ilk rr 4, w 1 , ..•Rr.....' ..ter c'* VP a T .M 1 l �� T','}r.rF :i t '. h �. � K SII • - , -� " r� '` � ,:.a/'�hl* �'" ♦ �<+" , 1 /�� 11 % A1L�•R it �� ♦r w �.Y w h 1 f f 11 or • "� - '•at ', ,— - �pii.AttlR#intaerusAntwr�J4a,'s.AV—r - It 1Xi!<N'@a/i1MisMw YiRii //r/l".. ase f N{ +� e. r Y17 r p" A'• r{. 4 i • � I f/� � � p/$yyj' �' r. h "may r \ ''r_', `# �MT��..''"'W!y>}n'4i✓.. [r�� fill. f �r ,i �;�4 +�� i/ t�'• �'F� yy✓� Aw,,� ! - �t�n ,JI!'j- y, ?.4'.�*. .:1�' 4`" rn x �' �- � ��.����t •+p�1�7 � �� �_7 r �t ��. �jf �G� t+ _ �. t ; • . r4. <, �, .� � a r# <,tt,�f "�. ,,. "c . i� ' t ,� � p il� t,�.� f Y. r � ��'� '•�� i �' � R Y/fit �, t y7t':+ '� ` 'Std` �� ,;•' • �' ?'', 4 �`I' .��li jE� y �� t p �j r 1 nix _ I GALVANIZED METAL GLAZING - SOLARBAN 60 MULLIONS/FLASHING RBSC CHANHASSEN LLC MASONRY EXTERIOR MATERIAL PALETTE .4-6"0' Minnesota Department of Transportation Metropolitan District 18 Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 Kate Aanenson, Community Development Director City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT: Gateway Medical Building MnDOT Review #S15-052 NW quad of MN 5 and MN 101 Chanhassen, Carver County Control Section 1002 Dear Ms. Aanenson: Thank you for the opportunity to review the site plan for the Gateway Medical Building located near MN Hwy 5 and MN Hwy 101. The Minnesota Department of Transportation (MnDOT) has reviewed the site plan and has the following comments: Traffic: MnDOT has concerns that the stone sign may be a fixed object hazard for MN 5 traffic. Please have the designer provide their clear zone calculation. For questions regarding this comment, please contact David Sheen of MnDOT's Traffic Section (david.sheen state.mn.us or 651-234-7824). Water Resources: A drainage permit is required. The proposed development will need to maintain or reduce existing drainage rates to MnDOT right of way. The project developer will need to submit the most current construction plans and existing/proposed hydraulic computations for the 10 and 100 year rainfall events verifying that all existing drainage patterns and systems affecting MnDOT right of way will be perpetuated. The Drainage permit application can be found at: http://www.dot.state.mn.us/utility/forrns.html-Application for Drainage Permit A drainage permit checklist (see attached) can also be found at: htti):Hibub/metro/wre/Link%2OFiles/Drainage%2OPermit%2OApj2lications%2OChecklist pdf The checklist provides more information about the requirements associated with the submittal of a MnDOT Drainage permit application. For questions regarding these comments, contact Tahsina Alam, Metro Water Resources, at tahsina.alamAstate.mn.us or 651-234-7541. Permits. As noted previous MnDOT Drainage Permit will be required. Permit forms are available from MnDOT's utility website at the following link: htto://www.dot.state.mn.us/utility For questions concerning these comments, please contact Buck Craig, of MnDOT Permits Section, (buck.craig(a,state.mn.us or 651-234-7911. Review Submittal Options. MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot(&state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(astate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at (651) 234-7793. Sincerely, Michael J. Corbett, PE Senior Planner Copy sent via E -Mail: Nancy Jacobson, Design Hailu Shekur, Water Resources David Sheen, Traffic Clare Lackey, Traffic Engineering Doug Nelson, Right -of -Way Buck Craig, Permits Diane Langenbach, Area Engineer Russell Owen, Metropolitan Council MnDOT Drainage Permits Checklist Purpose of the MnDOT Drainage Permit MnDOT Metro District regulates activities that impact its drainage systems and its MS4 regulated area. The purpose of the Drainage Permit is to protect State of Minnesota investment in infrastructure including but not limited to roadways, storm water treatment basins, ditches and storm sewer systems. Excess storm water and/or sediment laden storm water added to MnDOT's drainage systems leads to degradation of these assets. Negative impacts include but are not limited to: sediment deposition, loss of flood storage capacity and also loss of hydraulic conveyance capacity. These impacts may cause premature flooding of the road surface and/or erosion damage on State right-of-way. Technical Requirements of the MnDOT Drainage Permit The permit applicant shall demonstrate that offsite runoff coming to MnDOT drainage system and/or right-of-way will not increase as a result of the proposed project. This is quantified as a "no increase in discharge" criteria for the 2 -year, 10 -year and 100 -year storm events. Compliance is demonstrated by applying hydraulic/hydrologic software models. HydroCAD and XPSWMM are the approved models to compare the pre and post project discharge values. Typically, HydroCAD is sufficient to model most proposed projects. However, XPSWMM may be required if the project contains extensive storm water pipe systems connected to MnDOT storm sewer or if HydroCAD cannot in MnDOT's judgment effectively model pressure flow, complex junctions and/or backwater effects that are present. The 2 -year, 10 -year and 100 -year storm events shall be based upon Atlas 14 runoff amounts per the NOAA website. In addition, Drainage Permit Applicants shall meet all applicable water quality treatment requirements established by the local Watershed District(s) and the MPGA. Permit applicants should anticipate that specific projects that seek to divert runoff to another sub -watershed or watershed will be denied. It is MnDOT practice to avoid such watershed diversions whenever practicable. Submittal Reauirements: Readable/legible watershed maps that show pre and post project drainage conditions. These two separate contour maps shall be large enough in scale so that approximate flow paths can be determined for verifying the Time of Concentrations used in the models. The drainage/watershed maps shall include enough detail so that Curve Numbers used in the hydraulic models may be verified by MnDOT. April 2014 • Surface water flow direction and storm water pipe water flow direction shall be indicated on the pre and post project watershed maps. Minimum recommended watershed map scale is 1" =100'. Project applications submitted with smaller scales (e.g., 1"=500') may be rejected and returned to the applicant. The same would apply for project watershed maps that do not include topographic contours or basic land use information such as the location of buildings, pavement and "green space". Watershed maps submitted as pdf files or CAD files shall be readily printable at scales that allow for good readability. • Pre and post project watershed maps shall be clearly linked to the drainage models such that the names of the sub -watersheds, ponds and drainage structures are the same in the models as shown on the watershed maps. hi addition, watershed and sub -watershed boundaries shall be clearly shown. • Submission of the actual pre and post project HydroCAD or XPSWMM models is required: pdf copies of the drainage model simulations are unacceptable. In the event that the models cannot be transferred readily by electronic mail or electronic repository site, a hardcopy CD shall be provided. • Curve numbers shall be determined per NRCS methodology and should be modified as needed based upon detailed knowledge of soil type and specific conditions on site. HydroCAD modeling software includes NRCS guidance for determining curve numbers based upon land use and condition. • Time of concentration (Tc) computations and assumptions that in MnDOT's assessment clearly overestimate or underestimate this critical runoff parameter will be rejected. Two common assumptions that lead to overestimating Tc include: using the "Lag/CN" method to determine peak runoff from watersheds that have a relatively long and/or diverse flow path, and assuming that sheet flow occurs for a distance exceedingl00 feet. Conversely, pre -project Tc shall not be underestimated to offset post project increases in peak discharge. Available freeboard for existing and proposed treatment ponds shall be shown on the watershed maps as well as the normal and 100 -year high water levels. All proposed pond treatment systems along MnDOT right-of-way shall have a minimum freeboard of 2.0 feet between the road surface and the proposed 100 -year HWL. Infiltration basins, filtration basins and ponds adjacent to MnDOT right-of-way shall be designed to provide at least 2 feet of elevation difference between the 100 -year HWL and the crest of the basin berm. The berm crest shall be at least 5 feet wide. The emergency overflow shall be lined from crest to toe of slope with Turf Reinforcement mat or Category 6 or 7 Erosion Control Blanket. April 2014 Best management practices (BMP's) including infiltration/filtration sites, storm water ponds, etc. shall be clearly labeled on the pre and post project watershed maps. • Plan sheets submitted as watershed maps shall be evaluated as such. They shall be readable and legible and meet all the same requirements including clear delineation of watershed boundaries, readable map scale, and land use shown by an aerial photo background map, or that is clearly depicted based on details on the plan sheet or sheets submitted. Project plan sheets relevant to the Drainage Permit are required and include: existing site conditions, the proposed grading plan as well as proposed site drainage system plans and profiles. The plans shall include applicable wetland impact/mitigation features and temporary sediment and erosion control measures for the project. In addition, erosion control blanket will be used to stabilize disturbed area on MnDOT right-of-way unless other methods such as rip -rap treatment are called for in the plans and approved by MnDOT. • Pond and basin special structures including weirs and orifices shall be consistent with what is used in the HydroCAD or XPSWMM models submitted and include relevant calculations/details. • A table summary of existing versus proposed site discharge to MnDOT drainage system/right-of-way is required for the 2 -year, 10 -year and 100 -year Atlas 14 rainfall events. • Post project storm water discharge to MnDOT ditches or other open channel shall be limited to flow velocities of 6 fps or less for a 50 -year Atlas 14 rainfall event. • Project discharge points that will connect to MnDOT ditch or channel shall be located such that they do not cause erosion or conflict with the grade of the existing ditch or channel. • Proposed access road culverts on MnDOT right-of-way shall be designed for the 10 -year Atlas 14 rainfall event unless they are part of a significant drainage ditch along the roadway in which case a 100 -year or 50 -year design will apply. • Direct connections to MnDOT storm system shall be avoided. Connection to open ditch, or channel is preferred. If direct storm sewer connections cannot be avoided, it is the applicant's responsibility to provide a good connection typically via a new structure. Furthermore, MnDOT offers no warranty that there will not be a hydraulic backwater effects on the new storm line upstream that is connected to MnDOT's existing storm sewer. April 2014 • For all disturbed areas that sheet flow to MnDOT right-of-way and any disturbed areas within MnDOT right-of-way, either Erosion Control Mat or Bonded Fiber Matrix shall be used for temporary/permanent erosion control. • Silt fence shall not be used for erosion control at the proposed project site perimeter. Rather, continuous Wood Chip or compost Sediment Control Logs shall be implemented. Permit applicants are encouraged to contact MnDOT Metro Water Resource Engineering with questions/concerns. Questions posed early in the permit application process help to avoid project delays. This is particularly true for large project Drainage Permits with significant complexity. April 2014 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on November 4, 2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Gateway Medical Building - Planning Case 2015-21 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 1� Kar,dn J. IV ardt, uty Clerk Subscribed and sworp to before me this ,- 4kday of mL 2015. �lAl^'a Notary Pub 3 KMT. MEUWISSEN 1` NaWy PubifaMinnesota m,. �y E�x.. aI 2m ii33 m m0 N L E = E U O U 7 O) d c o E C d @ U a Oc Z a) 0 @ L C @ L U 16 T T 3 c y a y O.L.. y .N O p LN N co.� w= �o '�m°`o u E� L' �,_,av >. @ a .LO. _L .L.. rn s d d > Y N F w C �; zg8.o co m;. m n o a 4 E N@ 0 d� a Q 7 0@ N OL O y C@ '= a) 8' >, 8- `oU- 2E'�0 rnv c c N Q I c U N m= a) W N �(-6 m a) ..0 @ p C.« C O O @ ttam mE `o_aiy ao ),6— 0 N 3 O` ` L a) > N= O m 0 r E.E>Awa=- r� m�� 2 N vim N @ O C U C T d a) O d a) _ NL N E O. •C ° � E>, Emv�a wEa` m`I- o_ t•F W p�N OL a 0 — 0/ TE C 3 0 C 0! L p N C7 vU wUm m F o > U U @.�.. Ty @ U N 0. y O V _ 7 O C p 10 a) O `p U a) -o E d ¢ac `mot= c nrn�mww �c .c Edi@o`a dm �a NL'°�N c O 3.O E a) O N E cOrL-N dY.QE N TN NC aUd` C.fO ac_a.c QO d' 3Np d� w �O 70 d E wC7Y N@O E.L.• N,O L a- e" E'2--Q-0_O irOm m 3to N @ N N @ y O Q C U N ,., r° C '- t L... N W 3 w pn._ mm m O o E 'n E a O `• 2 C U 0' � t. N C. r 0) N N= a) N° E >i @° j F N Q o � m m „`o � L g` r —a5 wz=~ r- 00 > V -'0c a) c..L.. c w N I() N G dN @ a) `p C E">•n ir�.,:9 @ 0 Q-' e N Y m C c 3.� m'E .O a) m a) E -p a� Nat+ 01 �. r :oc'am .S h f� C'O m U O.q c E ° a 0 @ @ O w w .. O N v) d C N @ N N� a) ° 0+' ��pp U _ - m s 3 oaL'awa cvt�dg� l0 U@ m a) 3 fa O _ N L N U U a) °w'� o gam-' p � N 4) m 'C OL.. N a a N 7 " 3° d it -L0-- m 04 d N 0@ C ii N® p` VOC1�N>N mac NLD TSE@E COC oWm .z a,mS c.e Boum c E gN (A =p 7 UN> J o`a >dmo 7 L U U g E'o ° > L U N O O` w d 0 X N• e ao TO a; .c @ L a d CO J v N O d@ Q 0 c p N y a) a) c a'0 0p U d �, . d a N um oEw2wGUE cg ' P? m-,mB+ o¢ p> U@ C E a C Nz. N 7@ 3 N' 0 3 N L N_ N a) y`@ o w p m E d U C 0@ N O aL+ N U L @ C@ a) W y +L- .� U c 3 0. U@ 0 E O Q -0 a .m n c o E E N£ > ° C M O T w@ C N @ m b 'r 7 p > �O N' 0 U-60 0) U @ V @ 7 +, y a) L �' O d 0 a7 £ C 7 rc E B '`- B= E c m c> a` o B E L mEg mwo8�$ o 65 a) �:o e V 0 q a) N °` C — d N L d 0 0 @ L 0, @ @ w Q ° CO Nr_ ccm -E- cgce mm w$=mo Za.-'U 0 ocom7 @rE m r E oNNm3°•Eoo Cd•c@C L��mC>'co O3 •@@O _¢° cwn m Tm—_7 U0 mL =@ U mC d... N @ N E D @NUN VO C@ M EV)C 0 o+a BEas g'vmEn>ndEE @ a @ N 401 U ii N O R a) 7 N +L-' L ry d U UmFo °) d E a r U -w C d C N g U on a E `^ E N �= _ 70a U m j UaL 7U a) E a),a_ C ami �c�cmnc a)r 7� 't'!O N CO 0 :a .00 d y O T N N 0 O O U E `3 '` a a E d m F bU 7 N K r Q F'- @@ d r N f") V — v) L N .c E N O.0. C C N @ @ N O N gEc rS m$`m•U$mcr oN'£nin _ =�8="f B.�E�c �Ea-o-. noc �NM7 N y E� msc Uao?dmo@"ain mmEE E,a E- ..cn= tOw€' � �mL�oc G 07 N d0 @ ma W E oQ&w w EL cE-� w0U om a7 E 0 - 7 7'Cocc a.CS mwmvvo'y n8 a` C.- &`m nt a7 ad CL a)0 cc %o�w'°wrUmoa ~ O 1@I) as t'O @rL Oy Uawwamm>'n lq `rGin�o$mt� oew n'3'Womw-�`_Bm8 H C m c >1 c y C C -. U..➢_W�a�mtT, N.w 2Sc? E L�i�oev vas 4) c@i o o.010 O @y d E 'yY c�»��WnB a5 o 0 a CL ¢oJ 0 L +, �@ 7 0 W @ 2 aoXm=Eoc d8 •ivU `o A O O 0 0 L+' CSU zd EaswUHQ'cayrn_v T O a)O .. �N a) 'y )p of Ul w �''Sor oc E mti ._ T @ a O N L a N p 0 Y '> °) V� t d @ a y o m E- 9- -a m to N Lo ' E Y% a) @@ a Q 7 p@ y Y a) N O E L at•, c Cc c ..OF c2•n "EE Ew2 No nE .NUv rna O 00 OL 7 v@i 0 a) a) a) c c 0 «EowE JE Sava mawm88� c d N d I N @ O)= y N OCA C vi C O O` @ aNm C 02 N 7'a 3 0 � v C U a L�t�>yd° a) C•O °)o C w.=_ .�v� `o .E `E hman L O >1 @ d a) O N d °' E N E 6 ° .; ''E¢` aENwm of m_ ~Om>N W E=L CP >i O >� C Nil my mmciw 5 ,Q'a o.TEo c @d O O N°- N U' N 0-90-0°!O O U a)'O E@ y E9 d' L0@ >>'-Cpy E N v)O0)' E a Tp Cii— Nma� C. E@. vc 8'�2-m as` ocros.m'Oc wUs' d O ` 3 N _NO c @ r= ddOaE 0 ° 0 7 0 E wONC 7 d a1 c 2 E� = NN L p 3mo m pd m o26aEdc= Ot r- N b �w O) c d a) O C. L E L) 0 3 E= QS 93."88=c�'Ui2, o��a�_)o$ ri00> om°a)U .moo°a c4 �Nc,., a— 4) Asa w�«aa Y �yZ d a) •p N a)„ 0._. c Enw .W ocsym 'v @ ._ 'On h C d -0m m U .O O•_ C C >r .� @ E E p a O QOc O @ E w .. O N N L �..0 C m N N @ d U mw ¢�6c« �0N z`O@ a)9p03 w@ L@yd@0DU- ata Eib TW p � a L COb m L O .... `� 4) c •O N N O L 3 O d 0 it -L0-- __ .c _ r .. _ d. E� N -Oo d N 0@ C ii N® p` V O O) N> N C N.N N w C N {00 0 A E C 0 7 C o c d m g L o 8 N w m E� I� c E U N (Q =p 7 J v L.O O O 7 7 L > d U d0 E O U N d> N9 C 9 O° a) O a x a) ._ own n�'wOo w Qw v2 ` 2 0 S c o c mL a a)m J z c °-@0 0°= a) N N c °'U 0p U d 'y a:a N __- U'. mwgcE nr; o-BwiD °> a U@ c Ea c d N 7 c'3 o@ y 3 y D L y— _ y t @ o "._ a�oa oa�E=-.»-_UB b E d— c O@ y N d c O L y' a U @ w s o c' 3 e i E o o �p aa) sva �ovE W E u w m 5 ceo U C p O T N m b C@ 7 p > ca a) p@ @ 7 0 N a) c 7' O d OyO G 7 E s a' v mE58ED >£ c p_�U) 15=` 3 aO��O._ y O 0 0 @ U N .O o c 0@ T> @ .� Nw Co Nw c a t a..a.00 8n1 Z'ea 0 C m r E a) N d' = CL a> @d @ d L Oa):..i •@@O 6: e= `oo��E E E >. U0 p)mL ._ 5 oy N m.3 ddL'o O. a) @ E U C0_L@@ @ y O_ N_ V p 3 Oi E N\ Ew wmuav m>.a �Qnvm m a 8 E 'E m x E a> 01 � m _— @y l9 6 NN= C..)a)O c C wL„L Ea 0. 3w C M 0 rCy�VI U = =U- nE nEcw wO'3croE._c N _ �O a U U m dU U @t O 7 L 7 N E a)r 7� 0 M C N N m N O a) d OLfn HCi d T@ E a r d@ m O@> c FD oE5 g�EEo9Egmcc�v F bU ° d'7 N� d' IQ F N N CL 0 f0/)9NL E N CL IL ° C C uE =`�.-"_Ed28s �`°°`� �NM7 N y E� msc Uao?dmo@"ain mmEE E,a E- ..cn= tOw€' � �mL�oc N a7 c c d JL 7 mcaEoa9vac ma'�oo rno2 ``2!g w Q a) U) G C C @ E a move oyw cc ni mS>'m'cw- H C m c >1 c a d C C m N.w 2Sc? E L�i�oev vas eti O y m V O 2� O d (Lji !n v). 3 `o_t"m wn3`m am w= o-eEc w, o _o 4) CL mm :. E 2m m�9 a�mr `o•E-nnyntm�8 A O O 0 0 L+' w E U Sca EaswUHQ'cayrn_v O O �, O W �O taomE `o =_in `¢Edd G J IL Q O.J �s @ a 52.•m'ci Z d rH°�w U. BARBARA PIKE BRIAN P & COLLEEN S NUSTAD CHANHASSEN DAKOTA RETAIL 201 CHAN VIEW PO BOX 8 ONE, CHANHASSEN, MN 55317-9701 CHANHASSEN, MN 55317-0008 4999 FRANCE AVE S STE 216 MINNEAPOLIS, MN 55410-2107 CHURCH OF ST HUBERT CRAIG M LARSON DAYANIRA ZAMORANO 8201 MAIN ST 200 CHAN VIEW 204 CHANVIEW CHANHASSEN, MN 55317-9647 CHANHASSEN, MN 55317-9707 CHANHASSEN, MN 55317-9707 DISCOVERY UNITED METHODIST CHU DONALD T SMITH DORN BUILDERS INC 275 LAKE DR E 8012 ERIE AVE 2303 WATERS DR CHANHASSEN, MN 55317-9364 CHANHASSEN, MN 55317-9752 MENDOTA HEIGHTS, MN 55120-1163 JOHN W & PAULA J ATKINS JOSH D & JULIE N PICKARD MARY E JANSEN ETAL 220 78TH ST W 204 78TH ST W 7720 ERIE AVE CHANHASSEN, MN 55317-9755 CHANHASSEN, MN 55317-9755 CHANHASSEN, MN 55317-9713 MCDONALD'S CORP (22-157) MORGAN ASHLEY DVORAK NICHOLAS & PATRICIA PEKAREK 15455 110TH ST 203 CHAN VIEW 202 CHAN VIEW NYA, MN 55397-9453 CHANHASSEN, MN 55317-9701 CHANHASSEN, MN 55317-9707 PEGGY M KRONICK RICHARD A & ELIZABETH M NUSTAD RICK & CATHY CHEESEMAN PO BOX 437 7721 ERIE AVE 1217 WINDMILL CRK S VICTORIA, MN 55386-0437 CHANHASSEN, MN 55317-9713 WACONIA, MN 55387-4706 RICK UGLUM RYAN M GAGSTETTER STEVEN S BIGGERS 8016 ERIE AVE 224 78TH ST W 5970 CATHCART DR CHANHASSEN, MN 55317-9752 CHANHASSEN, MN 55317-9755 EXCELSIOR, MN 55331-8331 TERRANCE SR &SANDRA THOMAS J WILDER TODD W PERTTU T 222 W 78TH ST 203 1/2 CHAN VIEW 382200 LINDEN N INDEN CIR EXCELSIOR, MN 55331-7727 CHANHASSEN, MN 55317-9755 CHANHASSEN, MN 55317-9701 TONJA ST MARTIN TROY P KIMPTON TWIN CITIES & WESTERN RAILROAD 207 CHAN VIEW 205 CHAN VIEW 2925 12TH ST E CHANHASSEN, MN 55317-9701 CHANHASSEN, MN 55317-9701 GLENCOE, MN 55336-3368 VERDELLBORTH RANDALL J SCHOLD 202 78TH ST W RBSC CHANHASSEN LLC CHANHASSEN, MN 55317-9755 8925 TWIN LAKES CROSSING EDEN PRAIRIE, MN 55347