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Home My WebLink About2020-02-24 PACKET 06.3.STAFF REPORT CASE: ZA2020-009 & SP2020-010 ITEM: 6.3 PUBLIC MEETING DATE: 2/24/20 TENTATIVE COUNCIL REVIEW DATE: 3/18/20 APPLICATION APPLICANT: 80th & Hemingway LLC REQUEST: A zoning amendment to rezone 3.18 acres of land from B-1, Limited Business, to M -U, Mixed Use, with a Planned Unit Development (PUD); and a site plan review of a proposed four-story market rate apartment building. SITE DATA LOCATION: ZONING: GUIDED LAND USE: 7516 80th Street South B-1, Limited Business Mixed Use LAND USE OF ADJACENT PROPERTIES: CURRENT GUIDED NORTH: Commercial Commercial EAST: Commercial Commercial SOUTH: Residential Low Density Residential WEST: Commercial Commercial SIZE: Building = 32,000 square feet (0.73 acre) DENSITY: 30 units per acre RECOMMENDATION Approval, subject to the conditions stipulated in this staff report. Cottage Grove COTTAGE GROVE PLANNING DIVISION � here Pride and Prosperity Meet Planning Staff Contact: Christine Costello, Economic Development Director; 651-458-2824; ccostello(a�cottagegrovemn.gov Application Accepted:. 1/29/20 60 -Day Review Deadline: 3/29/20 City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016 Planning Staff Report 80th & Hemingway LLC Rezoning PUD and Site Plan Approval Planning Case No. ZA2020-009 & SP2020-010 February 24, 2020 Proposal The applicant, 80th & Hemingway LLC., is requesting approval of a zoning amendment from B-1, Limited Business, to M -U, Mixed Use, with a Planned Unit Development (PUD), and site plan review of a 3.18 -acre property located at 7516 80th Street South, the location of the former Cottage Grove City Hall. The current property owner is the Cottage Grove Economic Development Authority (EDA). Location Map Review Process Application Received: January 29, 2020 Acceptance of Completed Application: February 3, 2020 Planning Commission Date: February 24, 2020 Tentative City Council Date: March 18, 2020 60 -day Review Deadline: March 29, 2020 Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 2 of 16 Background and Site Conditions In June 2011 it was determined that a new Public Safety/City Hall building would be built, and re- search was conducted to determine a viable reuse of the former city hall building. The decision was to repurpose the building to house a business incubator, known as the Business Enterprise Center (BEC). The intent of the BEC was to help grow small businesses in Cottage Grove, and with their success those businesses would then relocate into the City's Business Park. The BEC remained open until the summer of 2016, and at its closing none of the businesses that started in the BEC remained in the community. The building became vacant for approximately six months and then it became the temporary home for Fire Station #2 for approximately one year as a new Central Fire Station was being constructed at the previous location of Station #2. The Central Fire Station opened in July 2018, and again the former city hall site became vacant. In 2017, City staff and Washington County staff had discussions on a combined development of the former City Hall site and the Park Grove Library. The Library has been in need of repairs and updates estimated in the millions of dollars. City staff also learned that the needs of library patrons and the essential functions of a library have changed over the years as well. City staff and Washington County staff discussed the potential of combining sites for the development of multi -story develop- ment with housing and a library, but the needs for each use could not be accommodated on the sites without going vertical on both sites. Washington County chose not to move forward because multi- level libraries are difficult to operate, so the County is reevaluating the needs of the Park Grove Library. In fall 2018, work began on the demolition of the former city hall building. The building no longer retained any value for reuse due to the number of additions, lack of handicap accessibility, and en- vironmental concerns such as mold. To improve the marketability of the site, the rooftop solar panels were relocated to the Central Fire Station, and the building was demolished by the end of 2019. Also in 2018, the City began working with the Developer for the redevelopment of the former city hall site into a market rate multi -family development. The EDA and City Council has had a Letter of Intent (LOI) with the Developer for the redevelopment of the site since 2018. Planning Considerations Plan Review The dates of the plan sets utilized for this review were submitted by Civil Site Group dated 1/29/20 and Cole Group Architects LLC., dated 1/29/20. Land Use and Zoning The property is currently zoned B-1, Limited Business, and the Developer is requesting that it be rezoned to M -U, Mixed Use. Multi -family housing is an allowed use in the M -U District. As part of the application, the Developer is also requesting that the site be a Planned Unit Development (PUD). A PUD allows for flexibility in land redevelopment by providing high quality design that is compatible with surrounding land uses both planned and existing, as well as being consistent with the Compre- hensive Plan. The City's 2040 Comprehensive Plan guides the site for Mixed Use; therefore, the rezoning and PUD are in accordance with the community's future land use goals. Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 3 of 16 K, 1 X00 — City's 2040 Future Land Use Map Zoning Development Standards The development performance standards comparing the zoning district classifications are detailed below: Lot Development Performance Standards Zoning M -U Proposed Standard 2040 Future Land Use Development J...r �'�CHY AOUrKKrY I.. F Moja Future Pogdwu" Minimum Lot width ® Agrsewlure Press a 421 feet Rurn1 Raskienliol Whenever a B-3 district abuts a Low Densily Residenliol - Medium Dant lry Residenfinl - Nigh Dewily Residenlid ■ ' - C— .1 ■ - Mued UJ Mi -d Ike wilhin. 300' of AIid Roodvoys J S'fgl where it shall be not less than 3 ft. nor _::I'C 5OMi-PubhC , AgiCVdfyrq! � PatslopenSpoCe erected and maintained along the side CW Course t Traruifian Planning Pres open woler i Slreel and Rcsifroad Righl-of-Woy Maximum Building Height 50 feet 47 feet Minimum front yard setback 10 feet 40 feet K, 1 X00 — City's 2040 Future Land Use Map Zoning Development Standards The development performance standards comparing the zoning district classifications are detailed below: Lot Development Performance Standards Zoning M -U Proposed Standard Development Minimum Lot Area No Minimum 3.18 acres Minimum Lot width 100 feet 421 feet Screening Whenever a B-3 district abuts a Not Applicable residential district, a screen not less than 50% opaque nor less than 6 ft. in height; except adjacent to a street, where it shall be not less than 3 ft. nor more than 4 ft. in height; shall be erected and maintained along the side or rear property line that abuts the residential district Maximum Building Height 50 feet 47 feet Minimum front yard setback 10 feet 40 feet Minimum side yard, interior lot 10 feet 35 feet line Minimum side yard interior 30 feet Not Applicable adjacent to a residential district Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 4 of 16 Minimum side yard adjacent to a street 10 feet 30 feet Minimum rear yard setback 10 feet 20 feet Minimum rear yard, abutting a residential district 30 feet Not Applicable Minimum rear yard, abutting a railroad track right of way 10 feet Not Applicable Maximum Building Coverage 30% 28.2% (32,000 sq. ft) Density The density of the proposed development is 38 units per acre. The density range for the Mixed -Use Land Use is 20 to 40 dwelling units per acre. Transportation Access to the main entrance of the proposed development is at Hemingway Avenue north of 80th Street. An alternative access to the development will be from Hinton Avenue via 79th Street and then south on Hemingway Avenue. Tenants of the building will have the option for surface parking or underground parking for an additional fee. Underground parking will be accessible from the existing curb cut on 80th Street into the underground garage. Ingress and egress from the underground garage will be from this same access location. The access aisle to the underground garage is curved slightly to allow vehicles the ability to stack in the driveway before making turning movements east or west onto 80th Street. V►IUV1 ►VU►IU VdIM111(j. Mt-GUJJ LV 6V(►1 OCIUVE Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 5 of 16 Stormwater Management Plan A proposed stormwater system will be constructed to meet the rate control, volume control, and water quality requirements of the City of Cottage Grove and South Washington Watershed District (SWWD). All the runoff from the proposed building and parking lot will be routed to the proposed system. The stormwater management system will consist primarily of an underground stormwater infiltration/detention system installed below the parking lot. The proposed stormwater system will discharge into the existing public storm sewer located along 80th Street. Staff continues to work with the Developer and the Developer's Engineer on the storm sewer design to ensure requirements are met. Utilities The property is located within the Metropolitan Urban Service Area (MUSA) and has public utilities available for connection at the entrance off Hemingway Avenue. The installation of the on-site utili- ties, roads, and supporting infrastructure will be privately designed and constructed to meet City specifications. The Engineering memo dated February 21, 2020, addresses the connections and requirements for the project. Tree Preservation The Developer conducted a tree analysis and found that there are 21 trees existing on the site. Of those trees, eight are in poor health and need to be removed. An additional 11 trees will need to be removed due to the proposed building layout and development of the site. rtrtet ear diu � II I I P.- f rJl- r if7 �J 3r. xer,r,r.x wu v l I I r .r—� xwwoOR- I I+.++>oas.aun+a cruse. I �• ! I I � ru�ara+w. i 1 l ..irJ W F j I I WL1EM.tld l+ 1 - I �� rv��41�N T.:<Ub .I aue,.axs. I p+ as r I _ I aoa a m. I I i • t -i r_ r_=F i I F i I Existing Trees to be Removed (light green) and Remain (dark green) Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 6 of 16 Per the Tree Preservation Ordinance, the Developer undertook an analysis of the qualifying inches for tree mitigation and found the following: MITIGATION CALCULATION Total existing Permitted Inched Incises Excess Replace rnent Replacement Replacement qua iifyirsg removal permitted removed inches rarte inches trees @2.5" inches threshold tate removed required CALSIZE => rr.etrl removed 157 50%,78.5 • 1.31 52.5 50% 76.25 10.5 Therefore, due to the replacement requirement of the Tree Preservation Ordinance, 50 percent of the qualifying inches will be replaced at a tree caliper of 2.5 inches for a total of ten trees. Landscaping Currently there is minimal landscaping on the site. The Developer is proposing to meet the City's Zoning Ordinance for landscaping within all the required yards of the site. The zoning ordinance requires that a minimum 8 percent of parking lot interiors be landscaped-, the Developer is landscap- ing 9 percent of the parking lot interior. The Developer is also landscaping the building foundation, maintaining the appropriate open space as transitional buffering along property lines, and proposing two new benches to be placed within the landscaped area along 80th Street creating a sense of place for the development in relation to the community. Proposed Landscaping Plan { s.e1a P-ssc - aHi` � 5 � ca:.- .:-ic� rv•rs. + + .Hf => rr.etrl I I --�_ rP • i r x•Hu _ _ +.Ho F 1�Aa! •.: „{. Ya�Ti }:OpW �.: I UTA b•g10 - -'. is P'" •k T2 Oi� 3 9 y •:: •••� CCC 3-LLH 6-LlH t -r 9. LIH S.LiH }.LIH z -T'S �� t.HF'(.,; . y,Ut r'{ ., ® J.L. _ .- P•HPM1 •NW - Y HPA }-IX0. Y•NPA 1.1yA b•IY1 } pp 9.gLL 1•NPA Y•NPA Y•WA F`• 1•rvvz }-05L 9_Qh1 ]•q4 F 3. d[L RPO :14M&J � ® 9 r. �NS*P�1G�CHlMNS 6• J I - � ..-. TH T EET TH ; I _ F Proposed Landscaping Plan Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 7 of 16 Site Lighting Per the City's Zoning Ordinance any lighting used to illuminate an off-street parking area, sign, build- ing, or yard shall direct light away from any adjoining residential property or from the public streets and be compatible with adjacent lighting in adjoining districts. The reflected glare of spill light shall not exceed one (1.0) foot-candle as measured on the property line. The Developer submitted a photometric plan that demonstrated that on the north, east, west, and south property lines the foot- candles does not exceed four -tenths (0.4) foot-candle. The Developer meets city code requirements. Park Grove Library The former city hall site and Park Grove Library had a shared driveway that was used to enter and exit both sites. During the land surveying process, it was discovered that the shared entrance is located entirely on the City parcel, and there is no recorded cross access easement agreement with Washington County. When the former City Hall building was demolished, City staff informed the County of the demolition and future redevelopment of the site. Barriers were installed as a temporary measure during the demolition of the site so that individuals would not enter the former City Hall site. With the Developer now purchasing and developing the former City Hall site, the shared access will no longer be available for library patrons. The Developer will be responsible to complete improve- ments to the library parking lot to ensure circulation. Additional details have been provided in the attached engineering memorandum from Bolton & Menk dated February 21, 2020. Former Shared Driveway The Developer is required to keep all construction vehicles on site during construction and will not be allowed to stage or park construction vehicles on Hemingway Avenue. This section of Hemingway Avenue is not posted for "No Parking" so if the library needed additional parking, the City would work with the County to determine where additional on street parking could be located for those accessing Park Grove Library. Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 8 of 16 Trails and Sidewalks Currently there is an existing city sidewalk along the length of the development along both 80th Street and Hemingway Avenue. The Developer is proposing to install a trail along the west side of the property to connect the existing sidewalk as well as allow residents the potential in the future to connect to Park Grove Library and Oakwood Park. The trail connection on the west side will also bring residents to the front entrance of the building that faces inward toward the parking lot. The sidewalk along Hemingway Avenue will remain and a portion of sidewalk over the development en- trance will be replaced after construction of the building due to construction traffic. The trail along the west side of the building does not support the vehicle load of a Fire Department vehicle. If a fire emergency were to occur on the west side of the building, Fire Department vehicles can park in the parking lot adjacent to the building, located at 7500 80th Street South, and extend their fire equipment into the side yard of the development and/or use the ladder truck to access floors above ground level. _ PROT'LF"' L:1 T7771- - I L ti Na &Arran P-RN:m STAL66 J 11 GARAQL PAR12C. 57lu" `` J 2W TOTAL, FAWN& STALL6 1 r 3] sow I0. 1 I J N I I Z r I^ ao�uwr o STORY APARTMN7 A4 SkCERGNMUr G&A&G1 PARKING STALLS r� iy _.._.._... .-------- S VIS'GN HELL NrA 5!I samcm _ R.p.�, LW@ -- G1i1W Ylffi4c _� R.OL. Lii1C E!5!Ni iil4,i — — fJe$T�'.a �EViK 0t7T1--I S -TWEET SC> JTI-4 Proposed Trail and Sidewalk Park Land and Open Space Mixed Use development should promote a sustainable development that relies on the surrounding parks and trails in the community rather than providing dedicated park and open space at the devel- opment. Due to its close proximity to Oakwood Park as well as the many connections to existing Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 9 of 16 trails and sidewalks, residents of this development will have access to all of the community's recre- ation amenities via alternative modes of transportation such as biking, walking, and running. Existing Parks and Trails Area Charges and Development Fees The related development fees for this project will be based on the acreage and unit count shown in the civil and architectural plan sets. These fees will be accurately adjusted based on the final unit count and will be included in the development agreement. Payment to the City will be required at the time the development agreement is fully executed by the City and Developer. Architecture The Developer is proposing a four-story 120 -unit market rate apartment building with many of the amenities being sought in today's market rate apartment search and that are currently unavailable in existing apartment buildings in the community. The building will include 94 underground parking spaces, a resident community room, outdoor community deck, resident storage, mail and package room, dog run, dog wash, and bike storage. The building will have a mix of units including 31 studio units, 47 one -bedroom units, 38 two-bedroom units, and four three-bedroom units. The units will include a deck or patio and in -unit washer and dryer. Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 10 of 16 The Developer reviewed the surrounding commercial and residential developments in context to the proposed site and felt that the building should have a contemporary design that will include a flat roof design to provide an upscale urban feel that relates to the neighboring commercial buildings. The building design will also include repetitive bump -out bay elements on all sides of the facade. The repetitive bump -out will assist in reducing the scale of the building, but more importantly create a visual interest through the pattern of building materials proposed as well as with light and shadow. The building will include prefabricated suspended decks that will continue the building layers for more depth and visual interest. The southwest corner of the building will feature an architectural `crown' and building signage. The southwest corner will also include features such as brick, additional glaz- ing, and accent lighting to give an asymmetrical design on the 80th Street facade. The exterior building incorporates such materials as brick, glass, burnished rock face block, fiber cement board panels and fiber cement horizontal lap siding. The City's Zoning Ordinance requires that the Developer use at least 65 percent Class 1 materials and not more than 10 percent of Class 4 materials. The Developer is proposing to use 41.5 percent of Class 1 materials, 7.5 percent of Class 2 materials, and 38.75 percent Class 3 materials, and no use of Class 4 materials on the site. Though the Developer does not meet the zoning requirement for architectural materials, as a PUD the Developer is providing other elements that are not required by the zoning ordinance but elevate the project. These elements include the use of accent lighting on the southwest corner of the building and additional resident amenities that are currently lacking in Cottage Grove's market -rate apartment rentals. South Elevation — Facing 80th Street NOM tievatron — racing rarK vrove LIarary 111' ■ A �! '+.. !� p-1 !!'. I�e7!! I �i !! !! f01�11 A .. !! p k ►11 �� ■1■ \� !! !�� !!: !! !! ME� 1111 k� �!!— 111 Y ■1■ \� ,! 7! 11 I 1!'.. F� !! � !! 11 oq H an 11 an [! 1! 11u] '1 A !! !! !! a �__!!- _ 4Fr _. !! !! �■ !! �* !! w 11 11 !! n 11 11 w 11116i 1616 South Elevation — Facing 80th Street NOM tievatron — racing rarK vrove LIarary Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 11 of 16 tasr tievarion — racing Hemingway Avenue West Elevation — Facing 7500 80th Street Building Public Hearing Notices Notices announcing this public hearing were published in The Bulletin and mailed to 78 property owners within 500 feet of the proposed development property on February 12, 2020. Neighborhood Meeting The Developer held a neighborhood meeting on November 21,2019. The Developer mailed notices of the neighborhood meeting to property owners within 500 feet of the proposed development. Two commercial property owners attended the meeting and inquired about the overall look of the devel- opment and potential tax impact on their property. Recommendation That the Planning Commission recommends that the City Council approve the following two applications: A. A zoning amendment to rezone property at 7516 80th Street South from B-1, Limited Business, to M -U, Mixed Use District, with a Planned Unit Development (PUD). t' �� ■�■ia ■■ _... - 11 WIN I Elf -11- 11 0 1111 No 11 No IN 1111 a on is so so wail West Elevation — Facing 7500 80th Street Building Public Hearing Notices Notices announcing this public hearing were published in The Bulletin and mailed to 78 property owners within 500 feet of the proposed development property on February 12, 2020. Neighborhood Meeting The Developer held a neighborhood meeting on November 21,2019. The Developer mailed notices of the neighborhood meeting to property owners within 500 feet of the proposed development. Two commercial property owners attended the meeting and inquired about the overall look of the devel- opment and potential tax impact on their property. Recommendation That the Planning Commission recommends that the City Council approve the following two applications: A. A zoning amendment to rezone property at 7516 80th Street South from B-1, Limited Business, to M -U, Mixed Use District, with a Planned Unit Development (PUD). Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 12 of 16 B. A site plan review for a 120 -unit, four-story market rate multi -family apartment building with 94 underground parking spaces and 116 surface parking spaces all located on approximately 3.18 acres of land Approval is subject to the following conditions: General Development 1. The developer and builders must comply with all city ordinances and policies except as may be modified by agreement of the developer and City staff. 2. All applicable permits (i.e.; building, electrical, grading, and mechanical) and a commercial plan review packet must be completed, submitted, and approved by the City prior to the commencement of any construction activities. Detailed construction plans must be re- viewed and approved by the Building Official and Fire Marshal. 3. The applicant receives appropriate permits or approvals from other regulatory agencies including, but not limited to: South Washington Watershed District, Minnesota Department of Health, Minnesota Department of Natural Resources, and Minnesota Pollution Control Agency. 4. All grading, drainage, erosion control, and utilities must conform to the final plans approved by the City Engineer. 5. The Developer shall incorporate into the final plat the recommendations, requirements, and evaluations noted in the Bolton & Menk memorandum dated February 21, 2020, subject to modifications that are agreed to by the developer and City Engineer. 6. Irrigation shall be provided for all sodded and mulched landscaped areas. Lawn care and maintenance must extend all the way to the back of the sidewalk at 80th Street South and Hemingway Avenue. The irrigation system shall consist of an underground sprinkling sys- tem that is designed by a professional irrigation installer to meet the water requirements of the site's specific vegetation. The system shall be detailed on the final landscape plan. 7. Installation of landscaping shall occur in a timely fashion and be consistent with an ap- proved plan. A letter of credit in the amount of 150 percent of the landscape estimate shall be submitted to the City as required by City ordinance. The financial guarantee shall be in effect for one year from the date of installation to ensure the installation, survival, and re- placement of the landscaping improvements. 8. The developer shall replace a sidewalk connection on Hemingway Avenue at the driveway entrance to the development. 9. The developer enters into a development agreement with the EDA and City. Construction and Gradi 10. A grading permit and financial guaranty is required for grading activity related to the project. Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 13 of 16 11. The developer must submit for staff review and approval a final construction management plan that includes erosion control measures, project phasing for grading work, areas des- ignated for preservation, a crushed -rock construction entrance, and construction -related vehicle parking. All emergency overflow swales must be identified on the grading and ero- sion control plan. 12. A pre -construction meeting with City staff and the contractor must be held before site work begins. The contractor will provide the City with a project schedule for the various phases of construction. 13. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control shall be performed in accordance with the recommended practices of the "Minnesota Construction Site Erosion and Sediment Control Planning Handbook" and the conditions stipulated in Title 11-6-12, Erosion Control During Construction of the City's Subdivision Ordinance. Performance Standards 14. All site lighting must meet City Code requirements. All light fixtures must be downward directed. The specifications of all light fixtures must be provided with the application for a building permit. The light poles and fixtures shall be consistent in design and color with the development. 15. Final architectural plans, lighting details, and exterior construction materials and colors must be reviewed and approved by the Community Development Department prior to the issuance of a building permit. 16. All mechanical units shall be screened as required in Title 11-6-4 of the City's Zoning Ordi- nance. 17. All mechanical equipment screening consistent with the principal building architecture must comply with City ordinance regulations and be reviewed and approved by the Community Development Department prior to the issuance of a building permit. principal building's exterior materials. 18. Rubbish, garbage, and recycling containers must be stored within the building and shall only remain outside the building during garbage and recycling pickup. Rubbish, garbage, and recycling containers shall be maintained at all times so as not cause odors or other public nuisances. 19. Decorative fencing not necessary for motor vehicle safety shall be commercial grade orna- mental fencing - Montage Commercial Majestic 3/4 — Rail Fence design. Utilities 20. The Developer is responsible for providing the necessary easements and costs associated with road and utility improvements serving the site. All drainage and utility easements as recommended by the City Engineer and dedicated to the City for public purposes, if needed. Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 14 of 16 21. The water utility plan shall conform to the City's water supply and distribution plan. 22. The sanitary sewer utility plan shall conform to the City's sanitary sewer comprehensive plan. 23. All stormwater designs shall meet the intent of the City's Surface Water Management Plan and the SWWD water management plan. 24. The developer must make all necessary adjustments to the curb stops, gate valves, and metal castings to bring them flush with the topsoil (after grading). Onsite Infrastructure Improvements 25. The developer shall contact the electric, telephone, gas and cable companies that are authorized to provide service to the property to ascertain whether any of those utility pro- vides intend to install underground lines within the development. 26. The developer is responsible for all street maintenance; upkeep and repair of curbs, boule- vards, and sod; and street sweeping until the project is complete. All streets must be main- tained free of debris and soil until the subdivision is completed. The developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatsoever arising out of developer's acts or omissions in performing the obliga- tions imposed upon developer by this paragraph. 27. The developer will provide to the City copies of test results, suppliers, subcontractors, etc., relating to the work to be performed by the developer. 28. Developer will be required to conduct all major activities to construct the public improve- ments during the following hours of operation: Monday through Friday Saturday Sunday 7:00 A.M. to 7:00 P.M. 9:00 A.M. to 5:00 P.M. Not Allowed This does not apply to activities that are required on a 24-hour basis such as dewatering or bi pass pumping, etc. Any deviations from the above hours are subject to approval of the City Engineer. Violations of the working hours will result in a $500 fine per occurrence. 29. The developer shall weekly, or more often if required by the City Engineer, clear from the public streets and property any soil, earth, or debris resulting from construction work by the developer or its agents or assigns. All debris, including brush, vegetation, trees, and dem- olition materials, shall be properly disposed of off-site; burying construction debris, trees, and other vegetation is prohibited. Burning of trees and structures is prohibited, except for fire training only. 30. The Developer grants the City, its agents, employees, officers, and contractors, permission to enter the site to perform all necessary work and/or inspections during grading and the installation of public improvements by the developer. Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 15 of 16 31. Upon acceptance of the public improvements by the City Council, all responsibility for the improvements must be assumed by the City, except that he developer is subject to a one- year warranty on the construction of improvements from the time of acceptance by the City of all public improvements. 32. The Developer will be responsible for vacation, addition, and recording of any needed easements for site utilities. 33. The Developer will be responsible for the completion of improvements to the library parking lot to ensure circulation as noted in the Bolton & Menk memorandum dated February 21, 2020. 34. The City will not have any responsibility with respect to any street or other public improve- ments unless the street or other public improvements have been formally accepted by the City. Upon completion of the improvements, the Developer may request, in writing, their acceptance by the City. This request must be accompanied by proof that there are no outstanding judgments or liens against the land upon which the public improvements are located. Upon the City's receipt of a written request for acceptance from the Developer, the City Engineer will conduct a final inspection of the public improvements and will furnish a written list of any deficiencies noted. The City Engineer will base the inspection on com- pliance with the approved construction plans, profiles and specifications, as required by the city ordinance. Upon satisfactory completion of all construction in accordance with the approved plans, profiles, and specifications, as certified by a registered engineer in the State of Minnesota, and receipt of reproducible record drawings and satisfactory test re- sults, the City Engineer will notify the developer in writing of the City's approval of the public improvements and schedule the request for acceptance for review by the City Council. 35. Upon completion of the work, the Developer shall provide the City with a full set of as -built plans for City records and transmitted to the City in a DWG AutoCAD format and pdf format. Developer must also furnish the City with a pdf format of the final plat and four prints of the recorded plat. If the Developer does not provide as-builts, the City will produce them at the developer's expense. 36. Adequate dumpsters must be on site during construction. When the dumpsters are full, they must be emptied immediately or replaced with an empty dumpster. The developer is responsible for preventing debris from being blown off-site. 37. Adequate portable toilets must be on-site at all times during construction of development. Toilets must be regularly emptied. 38. After the site is rough graded, but before any utility construction commences or building permits are issued, the erosion control plan shall be implemented by the developer and inspected and approved by the City. The City may impose additional erosion control re- quirements if it is determined that the methods implemented are insufficient to properly control erosion. 39. All areas disturbed by the excavation and back -filling operations shall be fertilized, mulched, and disc anchored as necessary for seed retention. Time is of the essence in Planning Staff Report — ZA2020-009 & SP2020-010 80th & Hemingway ZA, PUD, SP February 24, 2020 Page 16 of 16 controlling erosion. If the developer does not comply with the erosion control plan and schedule, or supplementary instructions received from the City, or in an emergency deter- mined at the sole discretion of the City, the City may take such action as it deems appro- priate to control erosion immediately. The City will notify the developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and the City's rights or obligations. If the developer does not reimburse the City for any costs of the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 40. The Developer is responsible for erosion control inspection fees at the current rates. If the developer does not reimburse the City for the costs the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 41. Dust control measures must be in place to prevent dust and erosion, including, but not limited to daily watering, silt fences, and seeding. The City Engineer may impose reason- able measures to reduce dust at the site. 42. The Developer must post a cash escrow with the City's Finance Director to cover engineer- ing, legal, and administrative costs incurred by the City. If this non-interest bearing account balance becomes deficient, the Developer must deposit additional funds. This must be done before final bonding obligations are complete. This escrow amount will be included in the development agreement. Prepared by: Christine Costello Economic Development Director Attachments: Exhibit A — Preliminary Civil Drawings Exhibit B — Color Architectural Renderings Exhibit C — Zoning Submittal Application Exhibit D — Engineering Review Memorandum 2/21/20 COTTAGE GROVE APARTMENTS ARCHITECTCOLE GROUP : iTEcis,uL 216 PARK AVE A ST CLOUD AN 16111 DEVELOPER/PROPERTY OWNER: .1 EAST TAKE STREET.GO7 NOITIESHOGEREVELOPIENTRAITNERS a aq, 1 ssaei es ENGINEER/LANDSCAPE ARCHITECT: C AT SITE GROUP 4131 W 35TH STREET SUITE 2" ST LOU A PARK AN 55416 612 615 0060 SURVEYOR: BUGNSV TLE SO 55337 952 890 D5D9 GEOTECHNICAL ENGINEERNORTHERN TECH"No"GIESTFING07MENDOTA HEIGHTS SO 55120763LF33 9175: COTTAGE GROVE, MINNESOTA ISSUED FOR: CITY SUBMITTAL Park Hlgh Schao� '� '� � ��SP 6 60th Srr�t Saath n t Hy-WIE Q SITE LOCATION MAP 4 SITE LOCATION -------- iizs-------- EY. 1'CONTOUR ELEVATION INTERVAL I TING SPOT E ELEVATION �+m 2 1.0 CONTOURELE XOiION INTERVAL \gi,ge!ATION EGOTTEreIFLOA'HUE UNLESS OTHER_' ICE NGT D) a9TOo C C i R..CE ELE:ATIONTOCOFC— GUTTERTOP) 1 11 IC ea100 CC/is r ]ATION C' —L 9RA11—IMIAN FSERCENCY ovEREL- EOF-1 135 52 T FENCE 131— GRADING -IT IN ETPROTEG— STABILIZED G.—RUCTION ENTRANCE COIL CORING LOCATION CURE AND GUTTER ICD - TIP OUG, y7J� Preoaose0 mnueoLE sroRu RE)EP EOc„ron ensw OR caicn aASN AANnOLEsioren) N Pre OPO SED GATEVALVE NT DROP. M $ PROPOSED VANHOLOERSANITARY PRO D SIGN # PDOPOseO LIGHT MICIASE1 CANITARY SE.aER 110aosEDSTGRnISEnER PROPOSES RATER AgAIN > > EXISTING SAMTARY SEVlER » » E ISTINGSi0RIA5EY E �S1 E E EXISTING UNDERGROUND ELECTRIC c c EXISTING U NDERGRODND CABLE Q E O E KIS..W below. D E .. o E Call before you dig. DW EXISTINGHYORANT m Ex�ST�NGE EOTR�CDOA a EXISTINGGARAALAE C9 G3 � 6D p 112111.010 F zW W z aE a W N CL W a01. W ,p > w V K W a LJ I O � r a U Z CO, 0 GOPEo0; _ ��1 �A E lloM E.�.o.n.Ro..o..M�sa®oM m113 ------------o a,9G t Tow�s/ , �V r i SELIM I W COIIAGE GROVE LOCATION MAP og / / Q NOT TO SCALE sem � r 11, ffIlrrI ,` n�rv„ _ Q \ SEI �z II LEGEND 88 y �xo lux�nol®I a�31�rv«o.��w,Ervo.�r Ao O 4r �11Ta111 — rte`¢ _ --- - �oN�E1Ena1A� ��RaE®s�TTEa •�'�� g-------------- E a Ws�„� IA..AMA,E'o�A,o 1 rowSA - -- Acaeeucry I ' o„ o m I� -- - F — -lEll 41 ------------- J —moo � I 80TH iSTREETj SOUTH --- �, .,loma 11C� BOTH STREET $k UTH ° OO /� �P� H� AaPr �" p T0 I slCTA r Roy Ma��M� �--,� _ F' i i r slrµa sE /'tl N ss'es rzr' c4¢127. c.00 Fo cvr iA�'ns eAT _ SITE SURVEY J V1.0 SHEET 1 OF 2 SHEETS ALTA/NSPSLANDTITLESURVEY o�..,rnsTa��a1Ea COTAG[ GROVE,1155016 r ��OLTO u eup M& K 5I N x5 arvoormrrncssaovs DESCRIPTION The following was provided in Old Republic National Title Insurance Company, Issued by its Agent, DCA Title, File No. 18-060083 RC, Commitment Date: May 3D, 2018 at 7:30 a.m., Schedule A. That part of the Southeast Quarter ISE y4) of Section Eight (8), Township Twenty-seven (27), Range Twenty-one (21), Washington County, Minnesota, described as beginning at a point on the South line of said Southeast Quarter ISE %) distant 2,216 feet west from the Southeast corner of said Southeast Quarter; thence North, perpendicular to said South line, 330 feet; thence at right angles West to the West line of said Southeast Quarter; thence South along said West line to I Southwest corner of said Southeast Quarter; thence East along the South line of said Southeast Quarter to the point of beginning. Abstract Property. Nan -residential (all other) NOTES CORRESPONDING TO SCHEDULE B EXCEPTIONS The following were provided in Old Republic National Title Insurance Company, Issued by its Agent, DCA Title, File No. 18-060083 RC, Commitment Date: May 30, 2018 at 7:30 a.m., Schedule B - Section 11 Exceptions. The items referenced correspond to the items defined in the Title Commitment's Schedule B - Section II Exceptions, and are referenced on survey drawing by item number. Items 1-2 and 8-11, Schedule B - Section 11 Exceptions are not addressed on this survey (non -survey related). 3O Item 3: Conditional Use Permit dated 4 February 1998 and recorded 27 March 1998 as Document No. 972071. Conditional Use permit to allow U.S. West Wireless Communication to install a wireless communication antenna onto a new lattice tower. Subject to the following conditions. 1. The applicant must receive n approved building permit application for the lattice tower prior to Installation. 2. The City Council approves the lease agreement related to firourchog and installation of the lattice tower and commercial antenna equipment. 3. The applicant explore installation of a fence around the base of the tower, subject to staff review and approval. 4. Same greenery should be planted at the foot of the tower/fence. A landscape plan detailing the type and size of plantings shall be submitted to the City for review and approval. See site shown on the survey north of the building. No lease description was provided to surveyor. ® Item 4: Declaration of Fence Covenants and Easements dated 151une 2005 and recorded 07 July 2005 as Document No. 3524403 to provide for the installation and maintenance of decorative fence to be installed in the approximate location of the shared property lines. As shown on this survey. See document for details. OS Item 5: Conditional Use Permit dated 18 November 2009 and recorded 26 May 2014 as Document No. 3792713. Conditional Use Permit to allow antennas to be mounted on the existing lattice tower. See survey for tower location. Item 6: Memorandum of Tower Lease Agreement to Verizon Wireless dated 5 February 2014 and recorded 21 February 2014 as Document No. 3980589. The City leases the following: exterior space an the Tower far antennas and associated equipment; interior space totaling approximately 285 square feet (15' 3" X .18' 8") in the existing building on the City's Property for the location of equipment and electronics associated with operation of the antennas. Exhibit A-1 ofsaid Document shows a site plan of the tower area with a lease description of the interior space. This exhibit also shows a 20 fact access easement on the west side of the building and a 5foot wide utility easement. These easements are shown on this survey in an approximate location as this document is illegible. Oj Item 7: Conditional Use Permit dated 28 February 2014 and recorded 5 March 2014 as Document No. 3981576. Conditional Use Permit to allow installation of nine panel antennas on the existing lattice tower. See survey for tower location and document for further details. POSSIBLE ENCROACHMENTS The following are possible encroachments that may affect the Subject Property. Bolton & Menk, Inc. does not guarantee that all possible encroachments have been identified. OA Although the fence does not coincide with the boundary line defined within the legal description provided, the fence is jointly maintained by adjacent property owners. See Item 4 of schedule BII © The landscaping along the north boundary line. It was not determined who owns or maintains the landscaping. © Observed vehicular Ingress and egress occurs between subject and adjoining property. It is not known if said ingress and egress is confined to an easement. OD The parking lot and parking spaces along north boundary line fall within the subject property. It was not determined who occupies the parking spaces or maintains the parking lot. Observed sidewalk surface and pedestrian Ingress and egress occurs between subject and adjoining property. It is not known if said concrete and ingress and egress is confined to an easement. The concrete curb and gutter and roadway, which appears to be a public improvement, lie on subject property. It is not know if said roadway and sidewalk is confined to an easement. The Washington County Half Section Map Shows a 60 foot road right of way with no documentation U It is not known if the various underground utilities lying along the north side of 80th Street are confined to an easement or if they are an approved use. UTILITY AND SITE DATA FLOOD ZONE: Community Panel No. 27163C0405E, dated February 3, 2010, of Flood InsuranceRate Maps published by U.S. Department of Housing and Urban Development, shows this site as being located in Zone "x", with Zone "X" defined as "Areas determined to be outside the 0.2% annual chance Floodplain" (www.fema.gov). ZONING: Bl (Limited Business) The zoning information was taken from the City of Cottage Grove's website on June 26th, 2018 (https://cottagegrovemn.gov/). No zoning report or letter was provided to this surveyor. UTILITIES: Underground utility lines and structures are shown in an approximate way only, according to information provided by others. A request that utilities be as and maps provided for this survey was made through Gopher State One Call (Ticket Number 181691368). The underground utility lines and structures shown on thismap represent the information provided to Bolton & Menk, Inc. as a result of that request. The surveyor does not guarantee that the information provided was either complete or accurate. The surveyor does not guarantee that there are no other underground utility lines and structures, active or abandoned, on or adjacent to the subject property. AREA: 138,706 sq. ft. (3.184 Acres) PARKING: Total number of regular parking spaces -74. Total number of handicap parking spaces -4. SURVEYOR'S NOTES 1. Orientation of the bearing system used for this survey is based on the south line of the Southeast Quarter of Section 8, T27N, R21W, which is assumed to bear S 89°58'21"W. 2. Bolton & Menk, Inc. did not observe evidence of current earth moving work, any building construction or building additions. The most recent site grading to subject property occurred during July, 2016. 3. Bolton & Menk, Inc. determined ownership of adjoining platted land from the Washington County on-line GIS mapping application. 4. Bolton & Menk, Inc. was not provided with legal descriptions for the properties adjoining the subject property. Since Bolton & Menk, Inc. was not provided said legal descriptions, no determination was made as to whether or not there are any gaps or overlaps created by the descriptions of the adjoining properties and the description of the subject property. S. The address posted on the building of the subject property is 7516 80th Street South, Cottage Grove, MN. 6. Substantial features observed in the process of conducting the survey such as parking lots, billboards, signs, swimming pools, landscaped areas, etc., are shown on this survey. 7. No evidence of recent earth moving work, building construction, or building additions observed in the process of conducting the fieldwork. B. The subject property has constructed vehicular access to and from the 80th Street South and Hemingway Ave South . Bolton & Menk, Inc. was not provided documentation about whether said 80th Street South and Hemingway Ave South right of way exists per a plat dedication, by recorded easement, by prescriptive easement, or by fee acquisition by the controlling governing entity. This surveyor is not aware of any controlled access restrictions for the 80th Street South and Hemingway Ave South right of way. 9. Vertical Benchmark- MNDOT "8205 AJ" located on in the abutment at the southeast corner of the Sleben Bridge (80th Street South/Grange Boulevard Bridge Number 82019 over Highway 61/10) Elevation=812.275(NAVD88). SURVEYORS CERTIFICATION To: l) Village of Cottage Grove, Washington County, A Minnesota municipal corporation; 2) DCA Title; 3)Old Republic National Title Insurance Company; This is to certify that this map or plat and the survey on which it is based were made on the date shown below of the premises described in Old Republic National TitleInsurance Company Commitment Number 18-060083 RC, effective date of May 30th, 2018 at 7:30am and in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/N SPS Land Title Surveys, jointly established and adopted by ALTA and NS PS, and includes Items 1, 2, 3, 4, 5, 66, 7a, 8, 9, 11 and 16, Table A thereof. I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. Date of Field Survey: 20 August 2018 Bolton & Menk, Inc. By: Russell 0. Halverson u s s h a@ bo It o n -m e n k. co m www.bolton-menk.com Registration No. 41813 Date Signed: 19 July 2018 Revised :22 August 2018 (elevations and contours) It is not known if the underground telephone line, gas line and electric utilities, which appear to serve subject property, are confined to an easement. Note: This certification is made to the parties listed above as a professional opinion based on the knowledge information and belief ofthe surveyor as of the date of issuance. Over time, survey and title conditions may change from those shown on this survey or in the title commitment. The above parties are advised that -hat nE`1G updated title documentation and surveys will be required to confirm conditions affecting the subject property after date of issuance of this survey. SITE SURVEY V1.1 SHEET 2 OF 2 SHEETS REMOVAL NOTES: sT max" FaA, MN II 11 21-010 ,. SEE STORM':VATFR POLLUTION PRE: ELATION III(Sl III, PUN FDR CONSTRUCTIONSTOIII ':RATIC MANAGEME z. uunoEusALS NOTED ON THE OR„NIGNES ,LLBEINAccpreDANCEnITH M1INDOT ST„TEAND LOCALom 5o0 A. MIOVAE OF POCATE UTILITIES SHALL BE COORDINATED N HUTILITY O'NNER PRIOR TO CONsTRUCTION 8RIFIG AIT InES. NF 8= FOUND cnsT IRON NONUN[NT scµ[rmx [vve^x ExIST11,PROIDTO RPR DBE. ED BALL 4. EX15TINGPAVEMEM55HALLBESAYICUT IN LOCATIONS AS SH -NON THE DRA'A'INGS OR THE NEAREST L J C T.Nwx IN. PROVIDE 6PyER� -SED LEGAL OFF oocAAh... THE PUBLIC LIBRARY �OB REM1iWE 5. -SITE LOCATION AND IN ACCORD' NCE LITH .on rtxa cartxun rxo us�u�x: SEPARATE CONTRACTOR. TREESAND r. JOINT FORPROPOBEDPAVEMENT CONNECTIONS -L1 NC,ONLOVNT o nitre fRO BED 1910 "EART" 'E AVE - k (�'x uuexn F�r� 3QELHiLM 2T i OT�ONP R SinTE r.NDL LreE uIFTI0N5,I5P PARCEL iD oaD211�L4Door — — ----- .rP�.�w ioUC`oi_ _ -�_ �_ —�-w—-NOmI`GpOaB[�R Tis -2F:3 — — — — — IOOOI^. REIICOOR CIOIIIG ITOHNPROP PROTECTION NOTES 51U)SNN TECT ON NATE COPPED P PARC 1 6. ttP _ RLsp4, FTLeNOSPia Na pN THE ORAIINGS AID , Ci N Inst' ,. PRO' --- - -- ---- I — , - TR EPGOi TION- FEnTURFSNOTNOTED FORREMOVAL SHALL BE PROTECTED THROUGHOUT THE VI (A RFM1,OVF Ex15nNG CU , FeFY RATION OFTHE WNTRACT. L AND GUTTER. i 8, T' LINESSHFLL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHER SE NOTED ON r�J W "is 'IS I '� A'n'INIS. GANII 1l 11TH„ GENERAL CONSTRUCTION LIMrt55HALL INCLUDE STAGING, L Z N A. = DCLEP N -UP OPERATIONS WELL AS CONSTRUCTIONSHOIVN ON THE DRAII'IN,AD W „Ie ROOTSttP.'ALL I 9 PIAN"NDPER°CI TSI REpUIREIAENTS.RAL CONSiRUCTI0N LI1AIT33H"LLBEnLLGI�EDF55H0.lN ON THE C - LURE EV STING ELECTRI ORO , II TWITS CAUSED OV CONSTRUCTION ACTIVITY SRLL OF REPAIRED IN A o lR"UTILITY OANEHD CO cn n Y THHEENGYNEERIIFNDSChPEARCHITECTORINACCORDANCETHTHTHEITI, N _ 0.EIBUILDING AND CIVILJ SHALL NOT DISTURB E%15TING UTILITIES UNLEea OTHERIA'ISE LL j F BFVOND M1i'NNERFPPROV REMOVF FxISTING� I LJ SHOWN .PNBON THEED RDRAYIINGSAND APPRWED B\'THE GTY PRIOR TO CONSTRUCTION. /Q/� O Z a OPDi1C VdiE OOORC. Q 1 SITE SECURITY SAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM ANDTHEET, Li W .n UTlury Ot':'NES Gg aI IURINCAI AFTER NOICILvlorerc HOURS, THROUGHOUT THE DURATION OF THE CONTRAIT.SECURITY �2 MAT ANCE -H THE WED,FSPARTpF Q= _ECT"' Q a a ALS SHALL BE IN PARATEPRDJEGT n'rp Lu 0 0 ADD n Ca'nreLOPEariluG hooa3�rRON�aDi E1hsR0�G"Cur°hF°�uIRATKGN I HSE CONTRIG18EIA�DDR W d ay G C�,`, CIRCULATION°FP.DJACENT STREETS BE BLOCKED'mmHouTAPPRIVAL BY THE CITY PRIOR To ; o W ISI DN rfrf , A 1. LNTRAFFICCSTRUCTC' ACTIVITIESouTROLS Snnu BE PRovlDeohuD ESThBLISHED PER THE REDwREMENTs of THE 0 vi W UE W n,INNFsOTA MANUAL ON UMFORM TRAFFlCCONTROE DEVICES IunrurcOIANDTHECITY.THIS SHALL 0 w ( = A INCLUDE BUTNOT BE LIMITED T0. SIGNAGE. BARRICADES,FLASHERS, AND FLCOGERS AS NEEDED. ALL E1IWEEYI PeAmiTTER Ev.IrNau,SPPROSoNL BY,He oinhFFIC IT mnes.NO ROF°cLosuREs snALL BE S, F pRING OUILOING E%LAIATION 11AY IF USEOAT THE DIscRETIOI IF THE LDNTRACTOR ANDAE W N O i i . FEMENTAND �$ s FPPR"' THE INNERS REPRESENT"m FFNDTHEGTY PRIORToc RLUIcnoNACTI\ITIEs. LATERA 2 LU I E� EMIp'EgIsnNcc , THE S^ AND Rrcwc slcus, Tv. L PERT UA1rts „ssHo,nN ONT u Uiie tt P w DRAWINGS AND MAINTAINED IN F"AInNN"EREAS REQUIRED BY THE CITPRO REIT W E E%ISTING ND � � II a p�'�� DR D UTILITIES j �� f UNDERG �,Iff CITY OF COTTAGE GROVE REMOVAL NOTES F 0 r 0 vTIN ooRD.u, onNER I RFDFDreGTYSPFGFIGRFInDVALNpTFs Z BELIEVE °RE a U LLGT RICF1. OLOT E� LEYC REMWEE%IsrINc N ' EROSION CONTROL NOTES : GOD Y�' -e f SEE swPPP ON SHEETS Sn,.rts,n.s LT AND GUTTEre, - y" EEkIBSTwc EC UPE URB s 4 Mss UNHER �NNEPOTA ATE DF =EapK E 6 p B1P 4so' L AYIK REITCG ,pP NN, EE%ISTIUG ° TV FxISTINp FIOFR OITILC ONSTRUCTIONL .ITS w TRE ICTRAM RppTB w.—_ AND 8oTH 3EEIS�JT 80TH xSTREET SOU O y FpurlD csT IRON T—ENT44— I REMOVALS LEGEND: Q ---„ -------- E.., CONTOUR ELEVATION INTERVAL l7T/T/7l7>7T/T REECVA TAI EMTSERIAL INLUDI rt.AHR RFua'AL OI STRUOTURE INCLUDING ALL FaonNGS AND FOUNDATIONS.FR—BYBN REIESPED BY FL -------------_------J—______________________________— REMOVE CURB AND GUTTER. IF IN RIGHT-OF-hYAY. PROTECT NUMBER leaze COORDINATE I:'rtH Lout cO'+ERNINC UNIT. REVIGION SUMMARY TREE •X TREE READ 1"L- INCLUDING ANTS ANN ITU1111 REMOVALS PLAN m N xDowwh. below. � � . 0 Call b.fod you dig. 15F) R o� TREE INVENTORY 1121-010 501 12 ON,PE P BE I s=� roomo'zcns*"ION uomou1n. " ,�" .° ° is,ws,resss,o repe6aea i�e.�azwc511 IB SIT I 0 1 sm ii Asn x z�w EiNAE cAreic N�siNc EOTTo soe w. Preavme Ta —T— 10-1 CEj7"- ""•`•""""°"°"„" °°"'••°,'•' -wo "Euiosc"EIrl"aoreCT 11 ^� �wa�w�m Po��,,, wo. seRCEE iU osozTz11-- c;,ppeo - — —� — — Tenc oenzR s r3 v. "�4° sEP,;RwTE co NTre E�E Ro amw s aeacEE o ooT�Nc re m „„, _ I'll—G- �. Tva. ioN ST N �m ________ ® ree 0 511 CU fq El n sTo n4i P of y — naN NGSH w z w \\eey,oveuisnuc = '� z = W F " T ooTR 1P.Di a I i531, Ilk, cn Lu BE N so a AEREPRE,� � � oUR�Y � x Q= o W a �� I n MITIGATION CALCULATION G °I C7� O W x-� U l� C W BE D O< 2w C,' w rn � a a O 0 IT HA z c �,RBYC YITR RET PTH IT =X I IELT�NG �w..w.m UNDER oT RE�� A � "TA I Roo G P .EA III- I EXISTING• CONSTRUCTION L,.ITS J, TIEE� AND BALL S ND BALL RRRTR,— 80TH S�EFIS�T.k—°.w„s=N 80TH STREET SOUTH ° aaa --------- —ND —TRON MONUMENT EA a TREE PRESERVATION LEGENDPROIECT : zRnxNoNUMBER 11121 REHEwEo oxo” TREE •X TREE REOG i„z PROTECTION wcwowG NN.-AIN OTUITIS TREE PRESERVATION PLAN Call bomEo yoU dig. ow SITE AREA TABLE: ti SITE AREA CALCULAT ONS - ALL 'AVE.EFLA RISKS IF A, III 1� 11 All ILL NDNM�M SO w) TOTAL SITE AREA (W/OROW) .1.BO SUBAREA CALC NS UTILIZE AREA WISE ROW RED SO E D[E LEX OP.) 1,1RI IF I BUT SITE LAYOUT NOTES: 1. �ERIFV LOCATIONSFNDIFYOUT OF ALL SITE ELEAENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDINGBUT ALL\ OT LIMITED T0,LOCATIONSOF EXISTING AN DOR FINAL L PROPERTY LIKES ,EASEIAENTSSETBACRE DTILNIE. BUILDINGS AND ENTS. CONTR CONST UCTION DU T FOR LINAC LOCATIONS OF SENTS HALILEVL BE EITA Pore CORRECTED EDATDOAAINDITTO AL CAST To CC ARIENCEIMENT 01 UCTION,REE"ROCATIONAL.SDJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST i00K'NE. ADJUS STAxETLSIOUTFORAII-AL. LL BE APPROVED BY THE ENGINEERIIANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF hIA.TERIA 2THE CONTRACTOR ALL OBTAIN ALL NECESSARY REMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OFASAV All STREET OPENING PERL IIT 3.THE NTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTA-TION OF SITE IMPROVEMENT MATERIALS, a. COURACTOR SIALL FIELD':. EIFY COORDINATES All LOCATION DIn,EN510N50F THEeUILDINGAUOSTAIEFORREVIE':✓AND REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 5. LOCATIONS OF STRUCTURESUCRAY PAVEAENTS. CURBS AND GUTTERS ,BOLLARDS ,AND 'AALNS ARE A PPRO\:IM✓.TE AND SHALL BE STARHEFIEID. PRIOR TO IASTALLATION, FOR. REVIEW AND APPROVAL BY THE ENGINEEFUInNDSCAPE ARCHITECT. B.EDIIAENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUIRDINO Is TO BUILDING FOUNDATION All 51ALL RE p.55HOw'N ON THE OR OGINGS. T EMIT SHOPDRIIIING30RSAI.,PLESASSPECIEEDFORRE':IE'.a' ANOAPPRO':/:LBYTHE ENGI EERV_DSGSPE ARCHITE T PRIOR REFAB FICATED TE HCHASI BIT OR LIMITEDTOT EFOLLLOWIINGC NRNISHINOGS BRICEMEONTGFOR 'VALLSPRAILINGS. BENCHIESIFLAGPOLAESNIANOING PADS FOR CURE RANK AND LIGHT AND POLES. THE OV\NE RESER\ES THE RIGHT TO REJECT INSTALLED I—PRIALS NOT I— OUSLY APPRO'/Eo. 3.STRIAN CURB RAIAPS SHALL BE CONSTRUCTED YVITH TRUNCATED DOME LANDING A. REAS IN ACCORD'. DID IVITN A.SA. eEQUIRErENTS-BEE DETAIL. 9. STRIPING SHALLBE,24WIDE':VHITE PAINTED LINE SPACED 48 ON CENTER PERPENDICUU.R TO THE—OF TRAFFIC. WIDTH OF CreBABAGALrc SHALL OE 5' WIDE. ALL OTHER PAVE:IEUT MARKINGS SHALL 11 WHITE IN COLOR UNLESS OTHER115E NOTED ore SQUIRED eY ADH aR LocALCWERNINGBODIAs urea PEssDETAIL. 10. SEE SITE GUTTER TY P E. PER BE—N 1 . ALL CURB RADII ARE MINI -1 3 UNLESS OTHEPUISE 12. CONTRACTOR SHALL REFER TO FINAL FLAT FOR LOT EDE nE IE,NUMBERS,AREASAND DIMENSIONS PRIOR TO SITEHAPRD\EAENTB 13. FIELD VERIFY ALL ESISTIRG SITE CONDITIONS DIDENSIOIS. 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO FRIELING BUILDING UNLESS NOTED OTHERVDISE. 15. TO BE 16. SIUNSOABRIHTL5UARIETBIOPAVNG TO E'M1GR UNE3 OTVIBNOTED. BEE DETAIL BEETS FOR PAVE,IENT SECTIONS. 11. A LL THE FPETIAI OR ' EIIN ARE TO BE PROTECTED FROM DAMA OF V:ITH A CONSTRUCTION FENCE A.T THE DRIP LINE. SEE CITY OF COTTAGE GROVE SITE SPECIFIC NOTES: REEVED FOR CIIV SPECIFIC NOTES. OPERATIONAL NOTESAD- RIBROVAL ALL Ill DschEDAREAs R RE.I FD FROMaHED?ouN TRASH -SOVAL LRiEPMEOF IRD:�SH PLCrc P'.A�Iu�BEILLIOTIE AT ONSITE. DELIVERIESDELIVERIES SHI LL OCCUR THROUGH THE &INENTRANCE SITE PLAN LEGEND: LIGHT AAR DUTY COU ICY DEPOUS RTFEOEMEM.SEE B✓.SEA EATI, iE ® HCTCGURSED EPHEAVY DUTY OPTHRTFODUS R EMENT.ATESAID I ETHILEGATE e coHEFi"FPFOI�Iae>rnHeFPGETEcNEOR; aFcc D . DEPTH 5 SEE DETAIL. — — — — PROPERTY LINE M CONSTRUCTION LI IURBIDDGUIIIIEII T.o.ITIPouT GUTTER IHEE APILICABLESEE PLAN TRAFFICDIRETIONAL AFROM PAVEMENT MARKINGS mAVAR gte C9 G3 p F z w W F F- a a WN a a �; a � W a k0 w ,0 LS > w w W N 0GO a GO = w F- r a U Z �MINPTI SIGN AND POST ASSE:IRLY. SHOP DILINGS REOUIreED. = EsslI c PARUp DO KING IT = STEP CP=COIEECAR PARKING ONLY E ACCSIBLE D ROUTE �AN* SITE PLAN NHew.-A below. -" / . 0 Call before you dig. L p �� EROSION CONTROL NOTES: GROUNDWATER INFORMATION: CITY OF COTTAGE GROVE GRADING NOTES: 1. RESERVED FOR CITY BPECIFI1GRAp1NC NOTES. GENERAL GRADING NOTES: 5. BEE SFE PIAN FGR HGRICONThLE1Y0UE 516E Gere DING OOUNTaoCllEu gUCLUDWG BUT NOT CONTRACTOR BHFLLGGMPLETE TH HAIRED TO SITE PREPARATION. SOIL CORRECTION. EXCAVATION. EMBANKMENT, ETC,) IN Al 1I N ACCORDANCE WITH THE REQUIREMENTS OF THE GBNNER'A SOILS ENGINEER. ALL SOIL TESTING I HA LL BE C01.IPLETED BY THE WINER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE BOILS ENGINEER. S.RADING✓.ND EXCAVATION F.CTN,IES SHA LL BE PERFORMED IN ACCORDANCE WITH THE ATIGN BIBLES, INCHES, PERM, REQUIREMENT38 ' PERAIITREQSPOTGIIDI6AREEFLOII-HIEFIIISEDGRADEELE:.ATIGIS. UULEESOTHERv:'IBE NOTED 5 TRADES OF ],oNAX.ORCBS SLOPE. UNLESS OTHERWISE CITEp, .LONGITUDINAL SLOPE ANO 1,o MIN. ANO S. SS INDICATED OTEER'.A'ISE ON THE DRAWINGS. 1.1.5....... SLOPES IN ISAINTAINED r.REAS IS JH i.ETAINING WF.LLD . FREESTANDING I' LLS OR COMBINATION OF': WALL TYPES GREATER TTHAI c' IN HEIGHT SHALL BF DESIGNED All ENGINEEREDBY A REGIGTERED RFTAIu1UG WALLuGWEFR. DESIGN DRAAIDMI SHALL BE SUBI:IITTED FOR REVIF1 AID APPRC': AL PRIOR TO CONSTRUCTION. 8. RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THERANN I OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ONSIBLEFORA FINAL FIELD GHEll OF NUMITY GRADESAGGEPTABLE TO THE ENGINEERILFNDSSARE A RCHRECT PRIOR TGTOPSOIL FUD SODDING FCTIATIES. EXGEBEG1- BTRoGFrGIGREroINR AELFCrDNBYTHE°ONTRACTOR,,ORMPORT SUTABLE IMITEMAL TO THE SITE. 10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAV✓.TED OR REGRADED'ND STOCKPILE IN AREAS BEIIIIATED 11 THE SHE THE CONTRACTOR ITALIP S"' 1E ED O"T TOP -1 III AREAS °TFBDSRGRR5NDPAN`HETTs�OSEOULDNGPAOGAYBRKGAREAS.CONRACOR�L RFIBTO BFFSTABLISHED.TOADEPTIOF-GIE5. REEPREAD TDP60UIL Iu ARE S.HEREiu FIS TO BE ESTABLISHED TO A Mlulklukl DEPTH OF D INCHFG. 11. A'ITHIN LLIAMIITTS OF GRFUING, INCLUDING hDIACENT"RFNSITLON AREAS NPROre IDE GSNOOTH EAB FINISHED SURFACE WHIN SPECIFIED LIFE RAICES.WITH UI,011.1 LI ELS OR SLOPES ITTEREEI POINTS'HARE EI BY"A"A ARE SHOWN, OR BEnREEI SUCH POINTS AID EKISTING GRADES. IS THAT HAVE EN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT UCi ION GPERATIONI TRAFFIC AND EROSION. REPAIR ILL AREAS THAT HAVE BECOME DISTURBEDNUTTED " FDA FFIC U"R ' ATE OR HAI W THE RRECT GRADE. LL AREAS BY THE EONTRFCTOR'IROPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 12. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, P. TEST ROLL WILL BE REQUIRED ON THE STREET AND TANDEM FRNING AREA SUBGRFOE. THE CONTRACTOR SHALL PROVIDE P. LOADED 11 TOIS. THE TEST GOLLING ITALL IF IT THE SOILS ENGINEER THE SOILS ENGINEER SHALL DETERN11NE NRICH SECTIONS OFTHE STRBEET IA 1111 AREA FRE UNSTABLE. CORRECTION OF THE —GRADE SOILS SHALL BE G01.1PLETED IN DFNG E WITH THE REQUIIIIIENTS OF THE SOILS ENGINEER. ID TEST RDLL SHALL OCCUR IIIII ANY UNDERGROUND STGRhI RETEN7IONIDETENTIONSVBTEh15. 13. TOLERANCES iB.TIE BUILDING SUBGRADE FINISHED SURFACE ELG'F.TIID SHALL HOT FOOTABOVE OTBELMN THEPRESCRIBED ELEVATION ATmANY'POINTY'IHERE MEASUREMENT Is MAD PAIIINI SAGC 'HALL NOT VA yCODETHE ETH ARD OS FOOT ABOBE.OR D.FO I. eELOSURHE PRESA DIED ILIL 101 OF RY ANY POINT WHERE MEASUREMENT IS MADE. 13.'Ho THECFEGUR GEL AIATIO°PIMIESSGIPEETED OTHET"' BY THE EN6INEERVE GR S .. TOPSOIL SHALL BE GRADED TO PLUS OR h1INUS 12 INCH OF THE SPECIFIED THICKNESS. 14. 1.IAINTENANCE 14.1. T I CONTRACTOR SHALL PROTECT NEBYLY IS RED AREAS FROM TRAFFIC AND EROSION IF RE F1 1EITIF1 THAT TRA ILAR �L' AND KEEP AREA FREE OF TRASH AND DEBRIS. 14. REPAIR AND REESTABLISH GRADES IN SETTLED. ERODED P.ND RUTTED SPECIFIEDAREIS TALERAUGES. DURING THE CONSTRUCTION, IF REQUIRED. AND TIDE RES DIAUTS F DPACTED ARS ARE DICT HIED BY GIBSEQIENT COIGTRUCTIGI RHTIONBPOR FDVRA ERWFATHER, CONTRACTOR SHALL SCARIFY, BURFACE,RESHAPE AND COMPACTTG REQUIRED DENS,PRIOR TO FURTHER CONSTRUCTION. Y' GRADING PLAN LEGEND: DURIUG RATE -------- 112s-------- Ex.TCONTRUR ELEVATIDNINTERNAL vHTIGN INTERVAL \P1�c LEVAnoN,GHTTERrFLO'N LINE UILEss DTHEa'A'ISE NOTED) e51. DO c SPOTGIIDE ELIATION GUTTER Al E, I SPOT GRADE ELEVATION OF ORSDH es/As ELEVATION SOLID OFSTAIRSTOPOFSTAIRs PROHECTIUMBER REVISION SUMMARY eHi DD nE 51QTGRADE ELE;ATIOI HATCH EXISTING OINTS --------- ©-------- GRADAND GUTTER CURB AUDGUTT�R R.O=TIP OUT, E�52 FHFRCEIcv o.FRFLon GRADING PLAN x110 wtibelow. CallW.I. y.D dig. ' ® C3.0 1 1s' D ^ D aA19�� p 1„ ER GR'T'CT.ORMWA EE.R IN T'H TO'2 GENERAL UTILITY NOTES: C9 S � � p s. i. um:.. n2nig si Muu 11 "S ss41s IAN FOR HORRONT'LDIIIENSIONS ANp LAYOUT 2. OCUTIACT.111ILLIBLE111111Y LOCATIONAND ELEVATION OF EIASl1NGUlRITIESFND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLINMEOIATELY NoTIFVRTHE ENGINEER OF DIBCREPFNCIEI OR VARIATIONS FRON THE PU.Ns. 3. EIGTING UTILITY LOCATIONS sHO':VN ARE ✓.PPRO%IM1IFTE. CONTACT 'GOPHER STATE ONE LL O65,>54LOD 20RS0252„16'PIFORUALITYLOCATIOSS. 48HOURSPRIORTO CON„TRUCTION. THE CONTRALTORT N UTIATIESTLUTFRE 'I wnsAiMc�oM couNry c Tszo AsxnAs os n d _ _ _ _ _ _ _ PMCEL D0802n 300 - -- Or ROWSTOF 145' 11FICULATIR C.1 GO 1- PRE-TREATMENT CHAMBER s EXCAVATED LETIO - IE STOME '6400 IF 72"CMP='6450 OEs" ORIFICE _'6620 PO TOP ]2 ouMv TOP s TOMS° I,'�p°;N�, BAFFLE ELB'aWb•66IESoeo2 2 43002 ,06VRH s ' WL �TO.suv,„"" ��V"""V```5��,,,�� OM \ S CENT RMRE ADJACENT PRO O TUTU ONCE '6]. c q p CAP CON h uBMICHP:LnnS.�Cu aS,AND CON R Il:llis REIA FOR RINSTALLATION OF UTILITIES. UPO OPLET ON L OF Ui TV40RY. NO COEPAIR THE OWNER. A DURINGCONSTRUCTON AT NOCOSTTOTHE OWNER. 4. HTILITYINSTALLP.TIGN SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD PECIFICATIOUS FOR WATER M1IAIN AND SERVICE LINE INSTALLATION” AND "S✓.NITARY SE'A'ER AND ER INSTALLATION'AS PREPARED BY THE qtt ENGYNEERS ASSOCIATION OF FSO SHALL CONFORLI'A'ITH THE REQUIRENESTS OF THE CITY AND THE PROJECT CIFICFTIONS. 5. CASTINGS SHALL BE SALVAGER FROI:I STRUCTURE REMOVALS P.ND—SED OR PLACED FT THE DIRECTIONOFTHEOVINER. 6. RPIPCl 10 AVIV A 53 UNLESS OTHERWISE NOTED. IRON PIPEIDIPIAVI'Y'Ir. Ci51. F3ME B,6.4, A':!':YA ALL YlATE 7 A YHCHLOR DE(P\C)nSTA D30S46F6]9, OR SOH REP EALu ATERWL IN ✓.IND. AND 40 ERASE NOTED ) . �q ---- -- \ 52 LF,2 HOPE STORM@050% ;-cT TOC YES nNDFPPRO\FL B ALL STC 5' I STALLHDPE ASTM1FT,4&F2306 WRHAST: D3212 OPEC FITTINGS ON RMNEA '4'6 C AN.10 -- -- -- - -- H2--- RCB829 -- -- - -- -- - -- s ECITHTO EXISTING SAN. ILMI 86 (FIELD 9. Pp SECTIONS SHIO ANDERE FROM CENTER iO CENTER OF STRUCTURE OR TO END OF FLARED , UTIATIES ON THE PIANIRE SHCN'NTO'lJITHIN 6oFTHEBUILDING WOTPRINi.THE .,� IE(s)=s59.T/ IE(E)=sG96] -- _ % o- R ,—,—;_�TE ,—, - 1 o- c'5=21( Him- "LG' I 'V” 0 EX yy� E INS MALL CA =6ORO MMEGrIOMTO C IAE DCOLCO NECTI ry EKLMHA OR IG UBTIM1IATELY RESPONSIBLE: FOR THE ANAL CONNECTION TO BUIL PC LINES. aROAN'TE,I'ITHARGHRECUR'LANp:E 'NI LPL' G. " , CH aSSINS FND M1IANHDLE IN PFVEDFREns SHALL eE BUM1 PEp 0.04 FEET.FLL CFTLH ,. apSINBIN GDTTERSSHFLL BESBDkIPED D',S FEET PER DETAILB.'RIIn ELEVATIONS BHDxN ON THIS FTIONS. z W L N N W F P R HV I a 'T Mp Rp IM E'6"4 P 864,4 LLp �M°R E RILFIREHYO�FPNTL99NALL16EDL.ECATEDSFEET BEHIND DFG(OF GDRD UNLESS GTHERVJIRE NGTEp. r � w d .. $. °_ . _ ° G pMi@p°0 , � ERM WGA EDM4NVOCA E STNIP , MATER AL AND 11. EY o CONNECTIONS L Q NTS. 51 5 °INCIDENTAL , AMI I' ER I6 RE�UIREDD I. 'I Q ^ [L � z W Ig - Ul M -Ai 00 PVC SA 0T E , MET 63 � j 1 FNtTRUNRTG BERT SEEP I I T RESiOR°. 6E°JER LI l ISI AL W L Q o 0 '63EPC „ NVLOPLAs T STRUCTURE W TH R FlN' OOF AI ACCESS r-- IYP. C — — — — I — — — — — — — — — — — — — Dere = 1 11� 9 0°,L @ W , AMII OF\ERTICAL SEPARA71 ION 5 Is R I ILITEs, UNLESS OTHER NG T ISTING I 'STANDARDS > k O U J u W JJ „DOME GRATE RII E a —"N BE P ORIRO _ _ _ - C-------- OW RI TV _ — — — — — — --- I�@ 009 LLJ = , UTILITIESGH4L r.N pNATEp 4lRHTHECtt PR OR TO WNSTRUCTON D ECTGNSip EY ST NG STRu°iuRES SHhLLBE ooewa ueDi O t7 DO � w 42 LF,2 HPOE STORM@05➢% IT 34 M IDI F\ 1111 5465 , COORDINATE LOCATIONS A RE SIZES OF SER CE CONNECTIONS G TH THE IECHANCAL oRPINGS , OR DINATEINSTAIATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES 111TH 0 W W I N wLOT F O i AD HEM 11 NYLoPGT M �,3 hm5; EP CONTRACTORS EnEN, oNNE nosss PLteEERFORAEo >FFILCaN1ROL55HhLL6E E a SOLID CHATE STORM@OH2/ s&f... ' �'y� lE p B IL_,TEM86� "� �y U11AT ND CIT @ yJ� ( )'66 (, e°., 6 —1— BY THE CONTRACTOR AND SHALL BE E REQUIREMENTS GF THESTRUCTUREVATH 'GTANANDALQNDNFGRATRAFAGGpN pD,ANDTHECtt TH n'SS El, BDT NOT BE LIMITED TO SIGNAG T HE ROAD GLQBDREB s EEDED ALLP UBLIC BTREEH.TssHALLBEOPENUL�TIGER. NO 'EPER T r Z '"� MEC W G DESIGNED 3 (CAT 2 REQMIECTTHESEP HBILIC I. TO GRADES REQUIRED H QUIRE BnUSTDETS CC STRUCTURES BEING a (, z $.CIVILPAGE w __ GINEEe AND ORDINAT YlRHE N. 1E- 46 IE MEET NERS FOR TRAFFIC 22. RA PAVEDSET TO ORDINATE nLL,AORN,\ITOH PIREM1 ENTS IDR iRnFFFCNI05 PING. LIPS S USER COORDINA.RTHTIN COORDIIONTOFCWRIGATIDA,S°LEEVE'S NE'CESSARV' AM1S TO NOT IM1'IPACT IT R TICATIorv,o S HAT TH PIT =X I M H 3 RIM-' 62 IE='620 ,e"MVLORnsT I RGGTGRE TH „ SOLJOG - _ o �q -- < q°_ - -- ------ B[NCHMARx ,oP NUT HmwwT _,-._ re7r,P(A ---- I I - INSTALLATION OF MATIEs. 24. CONTRACTOR SHP.LL IA4WTAINASBFILL PIANS THROUGHOUT CONSTRUCTION SUBMIT THESEPLAN3DG ENGINEERUPDNGGNPLETIGNQF'A'DRH. B 2 aSSLLleu"aue'eEa wAEEa IGl°ii C0uuWATERTIGHT. oi0'LSHALL 0i10 6G 0 - oP =S F T oT Tn[s HEre HE MINE TAT[oT rvllrvrvssoTA. P .. ° O5➢% - _,i —?_? --� _ COSSTRUCTON LIMITS STORM ° E ' - s— _.., d'OlurbRiauSE''eEuS .rce MAN 0 STRUCTURES. RQTHERs 2 ALL „TEA LOCATED IIUF IN 10 FEET OF THE BUILDING OR GR SEWER '2D SSUE/SUBM ` re's TTALSUMMARY s _ ak 30115 IT STORM@44,� 80TH STREET SOUTH i ° OAT ST BE TESTED IN ACCORD.ANGE A ITT MN RULES . CHAPTER 47,4, A SECTION 1,DR.D.LATE a a ! ;BY IF�an�%e, o EIEIL ERIE �� a p CITY OF COTTAGE GROVE UTILITY NOTES: -__—__ cow __—__—__— BYSTCCOF __—__—__—__ __� �� 1. RESERVED PQ'cm sveaec unuiv NQTEs. cn� , UTILITY LEGEND: CATCH BASIN 111UHOLE N GATE VALVE VALVE Box AND + R GRE HYDRr.NT SANITARY SEIER STORTn SEBER PROHECTNUMBER 11121 REVISION SUMMARY FES r.ND RIP RAP UTILITY PLAN x�o wti�6elow. Call before you dig. p rA C4.0 P—TT FIAO AS SPIDERIES.,SECTFOB DEANBSE OF H CH—CE OF 7'. EETANPEo S, ESA wcs mP.,_ n4 '� T. MLT71 _� Po1vFTIn,T-nF. TMws BUS Two, s,a S."'Nos Gs IT of Fu ..%17T C%17T 1. C over sTxroDPnNrDOETETAa� ][�� .".'"Y I COTTAGE GROPE, MINNESQTA _PPFROFw- LR� I_j mE FAT coPPER a1 sErnaN /" NO Orvo SFo exp PRR-P mtt_m�«xFss sT x�n« E Coxa. Ain« Grovege AT WATER MAIN � DR TkP COTTAGE GROVE, MINNESOTA WAT-5 GAAE DARO D.NO. G vie a Lw-rauNBLInnox COTTAGE GROVE, MINNESOTA WAT-3 I�ArE OF — OF BUTTRESS BUTFRESS DIMENSIONS v 112=xaaO SxENO O SOCALTO aau LARGER 4L5'.c ,A19'uE-11"IE l6' UM CDNERETE&FIFE. EEEDGEEx M• ___ __. _._._ x sEENOE TES Y \ iY1 wcvaLucs mPA> IRTAFTLE 1. PUN. FORCRATTEST NwoNM s fi _ ik 1 IDIIN u ,n^ SET. erove mxERTE HRua� p 0 G A17—D�TAT� CO0 COTTAGE GROVE, INNESO MTA z - RCGUREIMNDOT2330.SPOE134BE, O.TOAURGEOT"T �CTION IS FOR G 111. NET 216U-1PNORIDIEI BIDDING PURPOSES 8 CLASS REGATE PULP. TOT�T�'�T SUBBASE IINDOT 3138, EECTION.�EM�T II�'Il ll 111——I IT ppOCTORE.o xHE FEE OFE;DTHATANOARO HEAVY DUTY BITUMINOUS PAVEMENT NTs s wN,recauresE unuooTz so-sPn�,�o61 NOT' OA U"ETINoo,) SECTION ISFOR o e 11-sPune131E1 BIDDI GBFeePro6Es o GssAGGR GATE ONLY SUBBASE IIONDOT 3138, FINAL ONvTECI En,ENTI�lrE=iiE=iilrE=i W `CODR E,100%OF STANDARD BE o�cro a: voexsnrl Z LIGHT DUTY BITUMINOUS PAVEMENT Ts ,2 RADR13&ENAD- 13 PE GUTTER NSTRUCTu,LA ITxRP:FRSEELOPE EL YA VF RR x TEE,ENHERETHEPAHEMENTBLOPEG EEND-Il 4INSTALL CONSTRuTON JGINOTISATBASE s,TE m PA\EnENT DETAIL (6 AIN.: 3 B-612 CONCRETE CURB AND GUTTER NTS LOPE GUTTERSa„ P GIous SLOPE coucRETecuRe IU O GUTTER rvTERULC FINISHED GEADE SEE NETAIL s � 4 iNer„u causTRucnoN JOINTS AT o c z 1 S DEPTH OEPENOANT UPON SOIL CONORIONS 4 RIBBON CURB TS THII NICHIS 1- AT NE FINISHED AIDE Aa aTF1111DUE TUICTIL 5 CONCRETE WALK/PAD NTS (PRI VATE PROPERTY) CURB TRANSITION - D412 TO B612 NTS CURB TRANSITION -RIBBON CURB TO B612 NTS HI o.,re L P.—SIDE muu 6 DD wNUI- 1-11 gEE=H' a=n ieo,rx11.1s P�=E G�EO TP JII II -xT assr..w.TON. u.PE 8 ACCESSIBLESIGNAND POST NTS ltI .111E 12 TER B UNE w!DFH a' LNE wvoTH 5 -T SQUARE OVERALL 18 RADIUS ALL COLORS TO MATCH 11 ACCESSIBLE PARKING PAVEMENT MARKING 9 NTS r�eamuam z �wry 5llo 6zs,spso IT R HA PREPARED NYSE OR UND RMYDDECT �L,rv) k-"-- DATE 11-21 C5;0 m T".Ri aNO�ooEa.� oW la eu, ,�•�• ��'`�`I EEwoorv¢nia9 �.al fi 9EW�wG N�A3W w...�ET>Ewa N 3 oM 111IIE OM \iii G a� nEmoosPoaa aropxc / °j"'°^w• COTiAGEGROVE, MMNGiOTP L� _ lii/ NN IE aE,awRa�RE� _—NAww�l�� s owc�wreA uia 9MWIN COTTAGE GROVE, MINNESOTA 5 � TO -5 i axe=R1 n�IE IS RIAR � � �� • �wwo��E s �N �. al� oEA� ^'a• "°'�� COTTAGE GROVE, MINNESOTA �� moi' .�.oEAwoa�soEOEw<wwaE O"COTTAGEiG E,MINNES.TA I II alb o oa N. .cE � _ REN �R c \ nEDCttIffJ1EO PEc�ltRx6 e� CEN� RMC WATERTI �''T^w• COTTAGE GROVE, MiNNf30TP l DNAA`MMRDT—\= I 11IN1BE eAaTM IR �R= �� OuiwuSlN�� IIIr " ati.n OOTTAGE GROVE, MINNESOTA ll f5 I MA LT' "' oE�R_NR". 1 MOE�oo ,R.E—TED 1111111111M aA"RxvuDx nnwnae nu•� y 1 COTTAGE GROVE, MINNESOTA C y7p (� (��\�SiNRC11PE�N.AYa�9GN C � "oma COTTAGE GROVE, MINN60TA yTpq CASTING SCHEDULE 1111 ITET CASTING SCHEDULE TS C9 G3 � 6D p 47777777, A"°^w•°"°"p4"� COTTAGE GROVE, MINNESOTA m T".Ri aNO�ooEa.� oW la eu, ,�•�• ��'`�`I EEwoorv¢nia9 �.al fi 9EW�wG N�A3W w...�ET>Ewa N 3 oM 111IIE OM \iii G a� nEmoosPoaa aropxc / °j"'°^w• COTiAGEGROVE, MMNGiOTP L� _ lii/ NN IE aE,awRa�RE� _—NAww�l�� s owc�wreA uia 9MWIN COTTAGE GROVE, MINNESOTA 5 � TO -5 i axe=R1 n�IE IS RIAR � � �� • �wwo��E s �N �. al� oEA� ^'a• "°'�� COTTAGE GROVE, MINNESOTA �� moi' .�.oEAwoa�soEOEw<wwaE O"COTTAGEiG E,MINNES.TA I II alb o oa N. .cE � _ REN �R c \ nEDCttIffJ1EO PEc�ltRx6 e� CEN� RMC WATERTI �''T^w• COTTAGE GROVE, MiNNf30TP l DNAA`MMRDT—\= I 11IN1BE eAaTM IR �R= �� OuiwuSlN�� IIIr " ati.n OOTTAGE GROVE, MINNESOTA ll f5 I MA LT' "' oE�R_NR". 1 MOE�oo ,R.E—TED 1111111111M aA"RxvuDx nnwnae nu•� y 1 COTTAGE GROVE, MINNESOTA C y7p (� (��\�SiNRC11PE�N.AYa�9GN C � "oma COTTAGE GROVE, MINN60TA yTpq CASTING SCHEDULE 1111 ITET CASTING SCHEDULE TS C9 G3 � 6D p � ��u mous omaaNp'�°'°wr�` are rve<rvx�. GxW�a i �rsxMo�u"oea °` ��Gro� mNrnccrt voevuxs�uno�vs COTTAGE. GROVE, �MWNEGOTA NT NN �oExrv�aarv,� �- TM( 4 3 3 CI en11 curr.� cr exvnx5 war GrO�M � rvnGUnaJ SrMtw MaRB �w I^^•^pGOTEAGE GROVE,PMINNESOTA O sTANo a2vsc aAa slowocwsx[owrv�W �[svrvPous�uo SE— NT NN �oExrv�aarv,� �- TM( 3 3 E rY f Eu5 /unix. G GrO�M � rvnGUnaJ SrMtw MaRB �w I^^•^pGOTEAGE GROVE,PMINNESOTA O 15� �1 a2vsc aAa slowocwsx[owrv�W �[svrvPous�uo SE— Jali NT NN �oExrv�aarv,� �- TM( 1 ILI I / t nrw) v GrO�M � rvnGUnaJ SrMtw MaRB �w I^^•^pGOTEAGE GROVE,PMINNESOTA O / K N6 ®awo rmna TG) oraiae C.=1ze)erniwrvois CI a� o�w `A ry SII \ \ i rnTw ers�x w w,ons xsxTrex J �\LL\� `�MrG Q�u Eo µ_ m O n4"^+� TTAGE GROVE, MINNESOTA O ..rv�m ;zs,1.0 C5.2 [p wm I / t nrw) v ..rv�m ;zs,1.0 C5.2 GRADE �' FABRIC WRAP TOP AND SIDES WITH CONTECH C-40 NON -WOVEN GEOTEXTILE SUBGRADE (IN-SITU PERFORATED CMP PIPE SECTION DETAIL KEY NTS 1. TOPSOIL 2. FREE DRAINING ANGULAR WASHED STONE 3/4"- 2" PARTICLE SIZE (NON CARBONATE). INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99. CONSTRUCTION SEQUENCING UNDERGROUND INFILTRATION SYSTEM NTS C9 G3 � 6D p z w W z F � aW0. N W a > 0 w ,p > w Lu O 0 = w F- r a U z C5.3 ..,... � P N. 'l-s..a..m � 112111.010 CIVIL DETAILS C5.4 v /! LJ O T-77 A ..,... � P N. 'l-s..a..m � 112111.010 CIVIL DETAILS C5.4 /! LJ O T-77 A ..,... � P N. 'l-s..a..m � 112111.010 CIVIL DETAILS C5.4 /! LJ mad T-77 A ..,... � P N. 'l-s..a..m � 112111.010 CIVIL DETAILS C5.4 mad T-77 A ..,... � P N. 'l-s..a..m � 112111.010 CIVIL DETAILS C5.4 PLANT SCHEDULE - ENTIRE SITE CAVAR to . . � RR ON ® SVM QUANT COMMON NAME BOTANICAL NAME SIZE ROOT COMMENTSEL s an2ng JIDECIDUOUS TREES coTPRINCE RD LINDEN Y a STRAIGHT LEW 2.5 CAL. STRAIGHT A DER. FULL FORS sH NmON CDUNry titian TRAIGHT LEADER FULL W 10 BOULEVn ] GNKGO TREE b N RT RE 1. BL o ..... - - - - - - - - - - Taoo HEM NCNnv pvE 5 / CON R G N IAnITSy WA IDE AYES 2EE -SDCO 3�BH5 2 -SSC_ _ EL I00802J2i4Jo02 reP0 11 RC-0nLPR N0E0nN Duercu: v�ere'LODq' 2.1 OIL. F. STRAIGHT LEADER. FULL WRN 40oOT -1 5 1 ERGREEN TR CK HILLS SP cea glauca'Bens0, BHBE SPF1IUreuc STRAIGHT LEADERFULLwRSI VIA s s'nT FU— WE n sHT. eae oRNAh ENTAL TREES .p x, Ssc s SPRING SNOW FLWlERITS CRAB 15'CAL eaD STRAIGHT LEA DER. FULLFORN DH RPC 2 ROYAL RAINDROPS CRABAPPLE lus.v JFSRTH STRAIGHT LEADER FULL FORS AJN :. i z 5'GAL aaB I REEEOUR GE a a o 37 TOTAL J i CONIFFROOS G EVERGREEN W JUNLEP NNEBARK cpURRUs'J11 ITT. — 36 ITT. Go - 1 BI - i Q DKL B] —MORE NPER Pa Blue Frmi 24 HT No- S 1� DARK HORSE I 2. L ti .L N a HDj } NPA 1, AH ee z w 15 16. L N ". 5 L N I < HE 1':: z ONP. Lu _ _ _ _ RPq 0 'UTLIMELEN 25 LITTLE C HYDRAIIE1 T,d- WL -IAC -V 10 ITT. L Yd Ik il' GDNT UR z a° --_—__—_0 A CAREFREE IN k d E ry 6 reen LL _ ___ _ scJ oma 1.�,JN — —_ —_ \ HDI = sR is rAuNTaN svE! 24 ITT. - coNT. DOGWOOD I a'Eleganissl CONT RD 23 vTIA TEDREDrVG GD 3a HT. GDNT Q o z ' A ,- -- - - -- -- - ° 221 TOTAL 0. W � DH!! RRD E _ DB , Nw aGRhaaEa a � I I PER D RGIN RETURNS DAYLILLY „, CA O i.Tr ur 3.L - 2tt PUDDING CORAL BELLS U Lu 0 Q b ,MQ P LOUL, > w _ Sa �Da S PUTRPQII GWODILLGHR aANTHEnUaw FIT III�. .IHD - w Y. s AAIAG ' LANDSCAPE NOTES BB u, W a EK reLL cn�aamnaRxR ram�oxr Ala1 cotiT. S PA��uPA P0 NP I 1 WHERESHOWN, SHFUBa PERENNIAL BEDS SHALLBE SULCHEBI�ITH 4"BEPTH2 e u ORDINATE LOCATION OF VEGETATION LITH UNDERGROUND AND OVERHEAD NE IN W N O w NP4� D Dx Erc DK DK DK CRINISHEDR rcnuLCH,MILESAANUIFFODREss NGOPERATIONS OF az. E REm I AT LOCATIJo OF THERA ADD SHRD55 FDR RP.IE APPRD ALeY THE o A s aL 1 1 ti NPA A eo ITHSHREDD1PED11ESSA'uAHT1]DUTEREDGEDF ✓.RCHITECTPRIORTOINSTFLLATION rn -VR 2sR RO ' 2 AU Eu TING BED, IF APPLICABLE ALL NFITCH SHALL BE KEPT n AA ATERIAI SHA LL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE L \RD WITHINR 'I Inun OF2 FROnTREETRUNK r F =_471 Y 3 IF SH04lN ON PIAN. RANDOM SIZED LI'Es DSIZE TO CaC11VI11E5NER hLL DAMAGE RESULT NG FRO. IANDSChPE L r DKL r B� QSPNM ENT NEY�LFNESCAPWG QWNERTDE.PPRm'E6000DORSAA'PLE5PRIOPTO I -RPO B :- e 9 -RPO 9-SGJ A n FGTI\ITIESACE FREE DEBRIS GENERATED FROM -GAIN ICTORSALL A a O O 0 _• '° '" 4 z MDISEASE. 1 .NER IRRIGATION SYSTE W DALICEU FROM LANDSCAPE ¢ GONSTreucTIONL HITS S IHD RNDNUISFIGURATTION CONTRACTOR 15 RESPONSIBLE FOR SAINTAINING ONSTRUCTION ACTIVITIES. PLUC E A IG, 13. PROVIDE IPFRIA TI—STEM DESIGN AND INSTALLATION. I O 5. mE ouANnTr GFPPII Ssna'lN ON TERING THEAsysTE�.IeE 80�H ..S��Z�.lA-WL� =.—..— 80TH STREET SOUTH THE HEDULE ANO ICCREPANOCRr OWN EDEN L .ERN. PRWIDEnH DRIP FDELBERING PO SCOOERt OFHODUANTIttsHo!lNON THE III G' HALL BE IDITIONOFVEGETATIONSHALLeESONROREDBVTHELANDSGPEARERECT OIGHTAFHPAY TOCTHIE EDGE OF B1, 11KENTISAGK OF DUKE.TEN NTO ' p P THROUGHOUT THE DURATION OFTHE CONTRhCi. IANDSCAPE I.IATET OR PART OF THE DI HE PUBLIC nemmels E I f3 TSHALL BE'W"RR'NTEO RO 11. TRACTOR SHALL SECURE APPROVAL DF PROP05E0 IRRIGATION IYETES NLCUDING _ Lime®annioeoi °KNU®REP T , �saa b CONTRAC A FO NEIL IFULL GRO'NIIG SEASONS FRGS GbN SUBSTANTIAL 1111PLETDN DATE PRIaNG FROMON'NER, PRIOR TO INSTALLATION. -----------------------------.------------------------------------ T. ALLAREA5DI5TURBEDBVCQNSTRUGTIQNACTNITIESSHALL RECEI''/E i'LAVEP LEGEND B mmJl�aeme iOPSaL LOAI.IAID SODAS SPECIFIED UNLESS OTHERAESE NOTED ON THE DRAWINGS. REQUIRED. NPROVIDE EDDINDAe eHOWN ON PIAN I—LIH SAMPLES sxs SOJECOURMITTALTSUMMARY LANDSCAPE CALCULATIONS: PAP PID, Sic ROLL PREFERRED, MANTF. QaTAF—ITTALRED. I. EXISTING & REPLACEMENT TREE CALCULATIONS: IV. REQUIRED RESIDENTIAL DEVELOPMEM - ""TREES RE" oTREES ED) LANDSCAPING: .PLEB REQUI RED. PROVIDE EDDI ND AP PHOWN ON PIAN IF- HE THESE I AUR T ON TO THE REGUIDER LARE)SCAPING CON I OU A TREES OFFNAMENTALTREES I. REQUIRED LANDSCAPE AREAS: ... SUBSTITUTION OF RED oscHEDUIE RE - LANDSCAPING WITHIN REO D LACEN IS RED D(PROVIDED) D PIAN FDR BPEaEP AND PLANT N. BIZEP - 2PER LLING PARAING LOT INOW240 TE - LANDSCAPGREOD WITHIN I5FEET OF PARKING - 2N1 PER 1,000 GRROSSssFEOF BUILDING FOOTR PRIPIIED FEE PLANT PARLI 32 LOT 0 SF / 1,000a- 32 TREES REO'D BCHEDULEAND PIAN FDR ePEa Ee aND PIANTIND NLIEP - PING RED 101 TOTAL PARKING LOT AR EA N3IEELECTE0I:I PERYO LF SITS 'E—ETEN: L5%PRO sF IANoscAPlNcOLD A PR'P"ED 'RNA"vRovlDeo,ei /ao EF=Bas TBEEs aEo•o las raovmsol acHEODLEAND PLLNTALTRE Bea ANO PLLNrwo Blzee 38 15 RKING AREA, a FIR BUILD o'D �Gei PRomoeD7U71PER 30 PRINT ON MET 1 SF /Boo=1 os T eHRuae REo'o (i m PRovIDeD7 NC FouNOAGREODwoR LE 32 000 ,� /� - IRIHEITRI.FER 11121 LANDSCG FA s NGTHOLOT) INGDIMENSION (oF V. SCREENINGIBUFFER REQUIREMENTS: B LOT) "V a"FRR�IREEN REVISION SUMMARY PRI FEE - asa�I pR a�I>"LFOReuiLowc PARK IMETER ialloscAPINc REo'o - T c Tv aa1EDDLEAOD PIANO OR BPEaEPPANDE I EPIANTwa al>_ES l AND PINTINI 5I2E5 (427 LF OGIDED) FREE OF DIFFERENT TOND us N PROPER INTBYMBOLB- FEE PLANT BOULEvAFQ &RIGHT OLWAV EASEMENTS �RR� PUSH. BOULEVARDTREESPROVDED fs �s DELI-TIVE.IUL ERawoDNDEDaaLocKaILE1,1P'a0"DIA III. REQUIRED OPEN SPACE: LANDSCAPE PLAN III OPEN SPACE IEGUIPED 30S, - E SF(]oA/PROVIDED) V - PACE. SF(a0/REO'D/296°/OPEN SPACE PROVIDER) Nneww Y,MD.. 1- L 1.0 Callnarore y.R dig. A o �� Cottage STANDARD DETAILS T®BIusRT �, TWICAL EVEREFN TREE __N COTTAGE GROVE, MINNESOTA IAN -1 STANDARD DETA[ TREE ��IfA GEe j COTTAGE GROVE, MINNESOTA AGGREGATE MAINTANENCE STRIP NTS GI Wc cre� of EL 11 All IE AUDIT ROCK OR cAMCMULCN,PEE SENERALLAIDSCAPE FOOTS AT OULE1 OUSE 01 100TUALL FO TO ENSURE PROPER EACKFILLTO FOOT CONTACT EXIST NUG GRADE E IOOF OR.ERTIGAL SIDES FOOPOP PLAWTINO 'E �IIII III III= = EI =_SII EIII=III=11= Por EVUVArEELo��ARo TLI LL CII( III IIHII 'TION BASEOOI LOCATION OF PLAIT "Al ED PUCEw A DESIGN OF BEDS DR OVERALL PUNT SEE LA " APE PLAN Z PERENNIAL BED PLANTING NTs s'HIPPED W TE A THE ROOTRAZDES CONTA NERLICE AND REMOVE COMPLETELY, MULCH AS SPECIFIED. OO NOT THEPUWT.C H IN CONTACT WHIN UPA MC ege S AN D . DETAILS Grove BUB oa mSTTATUEa G_ `�S. COTTAGE GROVE, MINNESOTA TIN z IRRIGATION NOTES: 1. EI nRE5rtE5HAueEFuuYIRRIGATEU.THE CONTRACTOR SHALL SUBInIT IRRIGATION SHOP DRAIINGS FORRE:HYG AS APPROVAL BELANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2 HFNICAL ANDELECTTRICALPLANSA.ND SPECIFICATIONS FOR IRRIGATION NATER 1ETER.. ANUPO,VER COW 9. CONTRACTOR ALLOCATION ALL NCOOVE N'''E'H.ATO I NY ECAVATIOI;ISAUTON. lYOANAGE TO UORGROO,Bll'.E GRDUD FACILI55LL BE THE ERESNTELYBYTY OFT HE ..TTRRAITOR ANO COSTS ASSOCIATEDWITH CORRECTING DAInAGEB SHALL BE BORNE IR J PInENT SERVICE FOUIAND NLI✓ STA.TION SHALL BE PER LOCAL UTILIE, COMP- STANDARDS ANO SHA LL BE PER NATIONAL All LOCAL CODES. EXACT LOCATION OF SEN.. ICE EQUIPMENT SHALL BE C.III TED WITH THE A A T OR EouNALENTATrHEJOB SITE E MEPEPRNc EcaSFL CODEDNATE.YNH LOUL UTILITY COMPANY FOR THESED ELECTRICAL SERVICE.. ND 6. IRRIGATION WATER LINE CONNECTION SIZE Is I -,'-'[AT BUILDING. VERIFY WITH (MECHANICAL PLANs.COVAGE. 7. ALL CRIN E=L BLL1BEBGL � FINISHED GRADE. ALLLAT HA BELLOW FINISHED GRADE. 9. ALL EXPOSED PAC RISERS IF A NY SHI LL BE GRAO' IN COLOR. 10. EXTEND CONTRACT EEVESATO1AO' ALL SLEINGEVES AND CONDUIT AT2-0 BELOW THE FINISHED GRADE OF THE TOP OF PA\ EIDENT. t oGRADEANDCATION OFALL-E':.ES ANDCOIDUITIrH THE SLEINS HATEIDL"ELLED TO OFFA UPPED. 12. IR,ASTe.EuoererEFaITEDD R'lT. curaoNTsaALnv eRAOE PRIME, rauuC a NETY'OF'UT,- 11. BACKFILL ALL TRENCHES WITH OIL FREE OF SHARP ODBCTI AND 111"S. EIS BE CR N CO 11. GROUPO.ES TOGETHER FOR ISE WHEN SER':,( IS REQUIRED. LOCATE IN PUNT BED AREAS THERE. ER o. POSSIBLE. LOCATIONRIGATION CONTROLLER OWNER . 17. CONTROL SPLICE3hD1ESPLILEO RUATLVALVESOR PULLRHAPS RUN SEPARATE HOM7 AND COOMON AFIRE TO ND DIE UI SPARE WIRE AND GROUND TO FURTHEST ':,AT. E FROM CONTROLLER. LABEL OR COLOR CODE ALL SURE 11. 9PRINLEP HEAD ANO'LL'0;CANTF'�LON W TIN ANDTIC F.AEIAY BV INDIVIDUALLY ADJUSTING RADIUS OR ARI 19.ADJUSTPRESSURE NALLRETENG VALVES FOR GP71VHA PRESSURE ON SITE. 21. SE 21. A SET OF AS-RUILT UR111115 SHALL BE MAINTAINED ON -NTE AT ALL TIMES IN AN UPDATED COIORIOI. 22. A LIIPE:fAID D'IER SHALL HA':E THIUSTILOSIINQATEASHTURI. 2 OMIATIC REMITHE COITROL„A S'H'ILL HA':EI111HIMIUMVDEPT-11a" v; ASHEDGNA':.ELUIDERNEATH YLVEB.vGRAPEL SAL24. THERE SHALL BE 3 DIMUSUM SPACE BETWEEN BOTTOM OF VALVE BOY COVER A ED TOP OF VALVE STRUCTURE. "ti C9 G3 � 6D p F z w W Z F- a F a W N W a k0 w 0 > w V K W O< F- r a U Z L1.1 SWEEP NOTES1 TH A PROJECTS GREATER THAN ONE ACRE AND WILL REQU IRE AN : CAVAE Mte MOCA CODES PERM ANY EROSION CONTROL PERMITS REQUIRED BY THE CITU. OBTAINING ��s.n2nRR p A N CT ES 1121-010 3 SEEGRARNGO-AN FOR ADDITIONAL GRADING AND EROSION CoNTEoLNoTES NSPECToNS AND CoMPLANCEWTH CODES HE D MT t Cl- OF COTTAGE GROVE EROSION CONTROL NOTES: �N �Gm,�• RQS-°� E 1. RESERVED FOR TSSPEGFCERO ONCONTROLNOTEs OF �o�, •" l _- 30� CoN R C I) S AN + j ejp a _ e T ALLSURES Egos D AND SEOMENTCON TROL PRACT CE o l✓,,. __ /III SII \ a( MEASURESCONTADT NTHSSCTICES ETH EMNMUM �pW REQU REMENTS. AooTONALPRACT CES MAYBEREQU REo DURING Tu as THE COURSE OF CONSTRUCT ON. � t - .... TRUCT Z w N Lu z m oSO > ISw ` > a o �N RE o y€ OF W 00 s T > W z 0 Efo a _ Ia H W Q II H Z TVI�o o V OE AT, I1 Ih Ili n As Bem� t r S — - -- ao=-6 ® MEOa �,. „wTao w ,T R=D TMN _TA. r ° uNOEre HE LA ATE OT A PaEPAaED TUPEaN THAT asADud CENTSTTON�ENaNEEa T u�OTT�En Ruch IN ORQD Wpb METED� , a BOTH STREET S©UTH TA�AM CAT HT BOTH STREET SOUTH o ; F�,DIE —CRIPTIR ; 'LM R P.� .0 R 9RP E NAT c B PC P \ LEGEND: ITEIRAL 1.0 TCUI E- ATION ER AL DR-11EAre --- -- -- -- -- -- -- -- -- -- ----- -- -- -- -- -- -- -- -- -- -- -- --- aLT rENCE i 1IC1GL1-51ADIIG wniT INLET PROTECTION REASION SUMMARY sT,;ewzEo cous.aucrioN E—A— DT" M.S. ENTDLET—ET SWEEP - EXISTING �AN* CONDITIONS Howee�.SW1.0 Call 1:0—you any. RR o �� SWEEP NOTES: I T, SHE, 'IT A CREATE' THAIARS�t� ERRMITS REQUIRED BY THE OR OBTAINING ANVEROSIONCO,RCA NlRll .T CONTRACTOR 1 SEE SHEETS SWI I SWI I FOR ALL EROSION CONTROL NOTES FESCEpLoNS AND PRACTICES (CA V s. �uv� n2np 49N IS 15111-1 S— 200 1121-010 METER 3 SEE GRAN NG PLAIN FOR ADDITIONAL GRADING AND EROSION CoNLGoFNoUES I CONTRACTOR ENTALION NSPECToNS CI-01 COTTAGE GROVENEROSIONMCONTROL NOTES: \\\ o� L E oso TROL RucT ON wN a N NITJ 1. RESERVED EGrecm sRE°Rlc EROSI—ONTROL NOTES. o ..s._------------.. _r .,�.__. ig, ---------.. 7 .i --- .. --- a S a A nLLSPEC FECONTROL oERos ON AND seo MENTPRncT MEnsuREe NTS ANEO NTre sswTICSMAY BMNMUM REou REMENTNTAN DONTLS SWPPPA ET BE Tref COURSEOF coIvsTRucT ON. ces AND IN REou RED DURING ,_.__. — . cT Ns G_ ENa NCE m „" fq em e Z vR A c4ttlHO ISTya � F ' _- — — w D-1 a 'O z Z =----_ Q CL o -= — rt —_ — Lu G 01._ — — — _ — — —O IN w ET OFEC IN AT > 0 J >w -- Lu0 E- �oBE e r .. sh m , e a U iavTERTTVT RTT TPL R ' DIEPPAERRED BY ME OR UND MY I SECT AND TTAT�R. A DULY THE UNDER OF NNEIOTA g P� [� — RPM e E a - � N - 1r us 80TH rSTREET'SOUTH Y ..0 ..-�..—.. - �< T BOTH STREET E7 UTH .iS EA til T 6` IT p G oNAETp p re s T p i - o aaaa� IEICRIPTION crtvsuew TTa ' p "- 4 �__ ..,. p Ii LEGEND: -------- I'll -------- L, Ev., CONTGure ELEVATION INTERVAL ELEVATION INTERVAL RlAIlCGEAl101 .................... —,••,— SILTFENCE. RIOROLL -GRP. DING LIMIT INLET PROTECTIMN sTnalL¢EG cousTRuclNOEr NTRnNCE Treewry every reE,nEwEo ev. ix PROIALLUMBER REASION SUMMARY I 11111 EROMICONTROLR SWPPP- PROPOSED CONDITIONS -8.N,.,below. SW1.1 Call b d.Squ dig. MAMMUM SPACPIG. i � Mm 9IhX�EPDNGRE. ! / Ea MnooT � oM FAaao \ � / / � S WfTN RINfaS 00. WI _ / � A n PFF oP o`M TH / 11 TRINI SOIL, ANN mmvACT / Pio Toa THE -GN OF Z'SPINTZ'PINT roTRENEH _/ E -u D BE USED WHEN HEA SILT FEd DIRECTED eY THE ERIC Cottage HEnwDaaD DTT�IIs� .1 Sll '^^^�^'j°�,aw.n.e COTTAGE GROVE, MINNESOTA � ERO-] ANNANCNNTFS EanW EE DE ow UP ER1A1 AT 1.5 InImVus. NSI S ID, No 11 MQ6 DnIROFC— N..As O[RECTED BY THE Ctttl. INN S ITT IIS N T "aDRTRENCH � ,i Comge ODEONNDCORMROL ILIN \ifs GrN� ER [NSEAUAnNN wTU R^+e °^'• ° COTTAGE GROVE, MINNESOTA l ER65 AAETPNR TH CURD EOX ,Al// /i - U UF/ 73290 VS IDEPEJDING ON ---- 'I—BRAIN EI H DID N"GH R MN(IN Eu, NRN_ raPRw � EENNuu. DSR WA,E RRFRE— Ls!T NF THE / 1 ct \ PC+PO�� \fir No \ WCaDallPS le —M Fl Nn5 &Z / oMtNiT� IF. ERUNFROM J W10� CNnADRC, IETI G= 4. C= RaxNUwmCW .—D I 'NMa=na COTTAGE GROVE, MINNESOTA FlLLER e.55PECIFlED FILL UPSTREAM 1,111111 ':1'ITH SIISTING GROuuD F DIRT OH _POST TO SURFACE _ MBOIFECiION OF FLOV R,II" "N,5'MIN.P'GED,N'O.A EN INSTALLED ON SROUND. IEINSTXLLED ON O'/IDE 611DeAG5 BEHIND AND ON TOP IT JIM NOTE I.CIIIIISTFILTER LOGS (elo ROLLSi SHALL e5 FlLTRExx SRNSION CONTROL SOI%OR APPRD'.,FD SOUAL. E°fti"'aoE�oMIEbsEo�n'000PNIPs"PE°"INodsPED3aD4RY RAVE ISPECRSaN,ANNSR,o-,oN S. FlLTER FAeMC SRALL RE GEOTExTILE KNITTED LIATERWL WITH MAI.OPENING5 OF ]S". :IUETIPLE ROLLS NEEOEDi OVERLAP %MAIC,?" AT ENDS ANO STAKE. b.51LT SHALL BE REIN W EO ONCE IT REACHES BOY. OE THE HEIGHT OE THE ROLL OR AS DEEMED NECESSARY av SRE CONTRACTOR TO ILlINTAIN PROPER FUNCTION. SEDIMENT BIO -ROLL /COMPOST FILTER LOG NTS F_ W W z F- CL - a F � a SWNa , Q a a� w 0 > w LU O 0 = w F_ r a U Z SW1.2 R—UTrr I NLETAvaaTN rceRuaav ��Ifi Gm �e °ry^e _ mrvn=' COTTAGE GROVE, MINNESOTA ERD9 1 ct \ PC+PO�� \fir No \ WCaDallPS le —M Fl Nn5 &Z / oMtNiT� IF. ERUNFROM J W10� CNnADRC, IETI G= 4. C= RaxNUwmCW .—D I 'NMa=na COTTAGE GROVE, MINNESOTA FlLLER e.55PECIFlED FILL UPSTREAM 1,111111 ':1'ITH SIISTING GROuuD F DIRT OH _POST TO SURFACE _ MBOIFECiION OF FLOV R,II" "N,5'MIN.P'GED,N'O.A EN INSTALLED ON SROUND. IEINSTXLLED ON O'/IDE 611DeAG5 BEHIND AND ON TOP IT JIM NOTE I.CIIIIISTFILTER LOGS (elo ROLLSi SHALL e5 FlLTRExx SRNSION CONTROL SOI%OR APPRD'.,FD SOUAL. E°fti"'aoE�oMIEbsEo�n'000PNIPs"PE°"INodsPED3aD4RY RAVE ISPECRSaN,ANNSR,o-,oN S. FlLTER FAeMC SRALL RE GEOTExTILE KNITTED LIATERWL WITH MAI.OPENING5 OF ]S". :IUETIPLE ROLLS NEEOEDi OVERLAP %MAIC,?" AT ENDS ANO STAKE. b.51LT SHALL BE REIN W EO ONCE IT REACHES BOY. OE THE HEIGHT OE THE ROLL OR AS DEEMED NECESSARY av SRE CONTRACTOR TO ILlINTAIN PROPER FUNCTION. SEDIMENT BIO -ROLL /COMPOST FILTER LOG NTS F_ W W z F- CL - a F � a SWNa , Q a a� w 0 > w LU O 0 = w F_ r a U Z SW1.2 GENERAL SWPPP REQUIREMENTS AND NOTES: OD TO I I IlITTLIA LINT NOT IIITJIl LANC H.I. PIADIFE THIN .111 1111ITKILY INIPICTIl III IN SEDIMENT CONTROL (SECTION 9). IF 11 11 1 I WATII: I.A. DUTIRHYI SITU .1:1) IINFLINT IOITFOU PRIITTIIA 11111 TJ TIES l�THIIIIIIITTII�ITHIIUIIIDIITI�I DOGIIIIIII -HT P, 11. IIIDHTFIA C 1. DE'GATERING AND BASIN DRAINING (SECTION 10)'. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP ANIENDMIENTS (SECTION 6). INSPECTIONS AND MAINTENANCE (SECTION 11)'. BMP SELECTION AND INSTALLATION (SECTION T)' EROSION PREVENTION (SECTION SI11.H P1,110P., IE1UNGT0I III III. IlAIIPIIIDII.IIIIPIE DINA "'IT IS I I, "A TI FI- RIORDA 1.111-1111LIDI All 'I PER I IT PLOT I POLLUTION PREVENTION MANAGEMENT (SECTION 12)'. .1 CONTALINITIl UF ATFH111ITEI .16 IE DEDDIED T. 11 APFITD To 'To LE 2. PEISTUCE111IT111111111 Al ED IETNII AD F s.oA„nasEa N AlasTa E, IX FEIINIEDC SEED NOTES' 11 T. III. 1111111EE IFIP,1TRII III uLL1IIDPIIP- 11ID1111 THE IFIL IHuT IF TITLE UF TEMPORARY EROSION CONTROL SEEDING ,MULCHING& BLANKET. NEED TRAINING SECTION 21 OWNER INFORMATION DESIGN ENGIN PER DAVID J. KNAEB TRAINING COURSE'. DESIGNOF SKS III MENT INS TINING RUCTORn LOTS TY US IFY CTAPIAN OF LIINNESOTA. AVENUE si w��Parv,wry ssaTs SITTRAINING COUR9EW22,2012-&2R 12 MNSUITE D 36 TWL� OF HOURS61028469501 TINNE TION_11.1R 11 EAPIRFTIONCFRR3112D22 AREAS AND QUANTITIES: SITE AREA CALCULATIONSE El ISTI OF ISO AI IRQ1QSEI MAN ITT F. SO IT LII OF E S3Y. A (INC OW) REA CCAO ROW) SITE AREA CALCULATIONS UTILIZE AREA W/OFROW IN IFT.1'F Dai DI FFEREN CE (Ex ASPROII I SEA EROSION CONTROL QLANTTFS I LT NCE"'FULL SAE INLET PROTECTION DEVICES 12 EA TE.. QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEISSELVES THE EXACT QUANTITIES FOR MINING AG CONSTRUCTION. SWPPP CONTACT PERSON CONTRACTOR. PP INSPECTOR TRAINING. PPP INSPECTIONS MUST SE PFRFORI.TED RY A PERSON THAT IIEETI THE TRAINING MM GREQUIREMENTS OF THE CONTRACTOR AUCTION AT, PERIOD CREDENTBLE SHALL OF PRU'IDFD S't THE AND KEPT ON SITE WITH THE PC PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER IJANAGEMENT SYSTEM PEAKS CENT STORMWATER ISANAGEMENT IG NET REQUIRED AS PART OF THIS PROJECT TOINSET NPDEG PERMS REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LOG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORkIV TER SYSTEH SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SIAIT RTAW A COPY OF THE FDL -OWING SVLPPP..TTACHNIENTS I1ICH ARE A PART OF THE EVERALL MPPP PACKAGE IT SUPPLE M ENTARY SITE SPECIFIC EROSION CONTROL NOTESTHERE NGTE_uPE A GENERAL AWP: THIS PRESEGT IS GREATER THAN i.o AG ED s0 AN NPOEs PERSTE IS REQUIRED AND CFOs TO RF SUBMITTED TO TRF kIPC:.. TRF CONTRACTOR IS REQUIRED TO FOLLOYI THE GUIDELINES IN THE NPLES PERInrt THROUGHOUT CONSTRUCTION. PROJECT NARRATIVE. NATIVE BUFFER NARRATIVE: INFILTRATION NARRATIVE. SOIL CONTAMINATION NARRATIVE'. SPECIAL TMOL EMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED). THIR IS NOT RCITININI PERMANENT STABILIZATION NOTES SITE SPECIFIC'. ..CLITERAY ANO uF,1EIT T. Grew„ ITAIEAY I.IIII T aEEOI.1 ” RIPRATER Bourn ANo nEs�FD Ms yes PER SRI U F zW W F aE Z� ao Za CL B, WN w W O W ,p > w V K w W O< 0 = w a =� N � O O a U Z REVISION SUMMARY 17W1 SWPPP- NARRATIVE SW1.3 ATTACHMENT A: SITE SPECIFIC SWEEP DOCUMENT SOILS INFORMATION A m p 110 ITT SH ' S TTAOE D6ROVEESIlIBE W HEREVEAAT.ECTSCONSTRVCTION ACTIVItt OCCVRS.INCLVDE ADDRESS IF AVAILABLE) ES (SETIETIIES IF N RR I'lls. wuz FAM, MI'llry ssa,c a2ni PSTE STATE PITE,1, RECIIII EOE CONII. KEE TRE'G)BEFORE WORKLES'BEs RARING,ANDOTHER CO NSTRUCTII N PRACTICES TO m IIJIM IEE EROBI ON. DELINEATE AREAS T BE IS IIEELEI AT ATIE DOWN -TTSGS TOPOGRAPHIC LEE (E. G., M VLCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETI) I. TIRE IF A KI-ATEON (CI RETE o'ENTEOIP OF P OOElV95358o E WAUKEAN F I FEE coNEYANCE CHANNELS AND AT CHANNEL "TLET IS. ILEIC DAMS, SEDIMENT TRAPS, RIP RAP, ETc ):S ALLLL CODNOTTEIWHTLERECO"LLEITUCTWNW CCVR:COTi 0 'VIII n B COMpLEPNDBLT LOAM SME GIA E TFEN BE iLLIS B,NBTALLIssIIONNILLBE SIU INS SOIL NS OFTILSTIONB CASE FEA ALLTOWNSHIPS WHERE CONSTRUCTION WILL OCCUR. COTTAGE GROVE ETTED PERIMETERS MOTETHAT MVLa,, HYDRA VUC Ell LTACKIFIEIS , HYDROM VLCHEB, ETI ARE NOT ACCEPTABLE PROJECT S2E (111—(111—OF ACRES TO BE DIBTURBEV I DRAIN AGE DITCH O R B-ALE)FIA AR FARALE I PROJECT TYPE (CIRCLE ONE). YDIBBIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, oAPIINS ETI) RESIDENTIAL l0 TE, (DEBCR BO)9VPTIONTIE CE RO THE NEAREST TE MH ACRE) EAODs BASIS BE 0 BE UBEDTO PROMOTE INFILTTRE ATIONAND SEDIMEIENT REMOVALONTHE BITE PRIORTO OFFSITE DIBCF'ARSE UNLESS INTE FEASIBLE (E.G., DIRECT BTORSI. WATER FLOW TO CIE IH FIT 11 TOTALNEW AREA OF IMPERVIOVB BVRFACE. B, CE.,S SITCIALZIMPAIREDNOR^WORKIN WATERREBTT TIONB".ALLATEHER RE MAPNI U PO RTTONTFTHETEM PO RARYNORFPE 'MENTDITCHEBORARIY EASALE—ITINNY I � IALENNAI KATE AFTER IINCEITIM. TO A S11FAIE WATER 1111EITI EDGE ANY IINST11ITIIN IN THAT AREA MRS TE.111FORTLY 11 I—AMENTLY IEASEl RECEMNO WATERS HE BITE DURI Ns CONSTRUCTION (E. G., CONSTRUCTION DHABI Ns, MINI m RING III L DIBTURBA HIS .TM? 1.) ER(vm) TCTI )FACE TIE,:TT AINTO BP ECLALWA11T ALREQUIREM ENTB IN APP ENDI. A PART GS REGARDING MAINTAINING A, oo FooT eUFERSOME ORINBTawNO REpUNDANT MISS FOR PORTIONS OF TIE SITE L� THAT BE IM PLEM ENTER AT THE BITE TO PROTECT PLANNED INF ILTRATIO NAREAS r M INIM ISE SITE EXPOS URE IN AREA S ADJACENT TO I NF HTRATIO N AREAS. CZ w IS SFEE E TIE DS OF SEDIMAEM) CONTROL BM PB TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO M INIMIZE SEDIMENT IMPACTS TO BVRFACE WATERS, INCLINING CURB AND G OR ESTIMATEDCDMPLETIDNDATE,,,,EL'IINST11IT IN START KATE HEBITE a E FILL FE I IS W TIE ENT STE, 1. "TISNATW BEPILSENERALTIMELINEETIAANEWMpLTTLEVELAPARTMENTCDMPLEKWITHTIEPOSTFLDDRBEINGCDMMERCIALWITHASSDCIATEDPARKINGFIT ASNEEEBBARY > � DESCRIBESDIL11ESFDUNDATTIEPRDLETFIG.TIEGEITECAIALSURVEYTIEEDI.AREAMIXOFSANDDHYDROLOGIEALSOILGRO11S FOR STORM BRAIN INLETPROTEETION a 0 w FN SITEMASS— c LENTSHOWING THE LOCATION AND TYPE OF ALL REEEVINGwareas,wappwcFEE ILET ..SIT 11 pcTION EPTSAND STREET SWEEPING ACTIVITIES [L O WET NDEDAINAGEFF, IES BTDRMWATERPDNDSORBASINEETI THATWILLREEEIGEApNOFFFIG. TIE PRDLETUSEARRDWSSHDWING TIE DIRECTIDNDFFLDWANDDIBTANEETDTHEWATERBDDY BERMS) TOBEINSTALLED TOKEEIIINOFFAWAY FIGMPLANNEDIMF LTATDIARASWIENEDCAVATED Q a Y FIN DI,INLESBNFEASBLF)ATTHSSTE o w BEE STOPRESERVEA(BFOOTNATIRALSIFFERBETWE DR PLANS FDRREDUNANLSEDMENTCDNTRD.FABUFFER 0 > w SO � CRBEPLANSFDRUSE TDNTREAT.ENTCHE GA ( FTHEPERMT p w U' Ef w DR MPARPoEA;EE' DRARYBEDME BA D,BDRMD REBDRANNG DMMDNLD TDNDRLAEREBDRMDEFTHEBTEBWTHN,M EDEA N F NO AT IEII FIES DEBCRBE(DRATTAEHPU,NS)BHDWNGHDWTIEBABNW YBEDEBGNEDANDEDNSTRUETEDNAEEDRDANCEWTNPAST EIFTIEFEB.T L O FN OR NG(No) Z w EI LLT,OIL aDO cnSASI� TIES � RE Ue ED TO RBE m EABURES TOTREAT,p BPOBEOFTURBD OR BED.ENT-LADENWATERAND m ETHODTI PREVENT EROBON OR SCOUR OF DISCHARGE POINTS (SEE PART IV DOFTHE L PERMIT)r F °"No NIDAY AS ME I E RYMANENTEROTIONPREVENTIONANDSEDIMENTCONTROLSESTMANAGE—PRACTICIES(BMP'S,INCWDETHETIMINGFORINSTAYLOTIONANDPROCEDURES IF LEE DESITHE pRIBEHowFILTEREARE ISCKWASHWATERWILLBEIANAGEDONTHESITE ORPROPERTY DISPOSED (FEE PART III DIOFTHE PERMITr 0 r O BED SH ADD NALTEMPOI TO ESTABL ToFF THE PR IT E IT , PR GTE CTED BY PRO TE CTo DEN I'LL NCEAND EA WO EOFISO NLALLMCATCH BASIE FILL S ON THE SITE AND ANYOFF TINAFETEROTECTION SETE THAT WILL RECEIVEVICES THE III ESTORMWATERWHY BE ARUNOFF FROM THIS SITE AS THLLED AT THE DOWNHILL EE PROJECT PROGRNS OF THE STE ESES ADDITIONAL BMPMONITORED AS H SUCH AS ERNLETOSION Z MCAOS (APPENDIX A, PARiSC ANO O) E CC NTROLB =T AT BE I TU Ee 01lA3.aF): PROTECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL MP'S(IIAa R BEE PAGE BW,S I 'PEC ALWATER' DOE' YOUR PROTECT D 'CHARGE To 'PEC ALWATER" No E.IST AND FINAL GRADES INCLUDING DIVIDING INES AND DIRECTION OF FLOW FOR ALL PRE AND POSICONSTRUCTION STORMRSPATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE P—ECTLIMITS OTHER TREATMENT SUCH All GRAHEDIWALEE IMALLERPONDI OR GRITCHAMBERS S RE AU RED p Go R To FOR E I ENT LL BE IT ERIC IT HAT TH I P" PREPARED RISE OR UND MY A FACT LOCAL ON 8 OF I BE oUS I R CES AND So L9NGS1 NEI AND DI RE CTIO I OF F LOW FO R ALL PRE AND POSICONSTRUCTIO I STO RMWATER RUNOF F DRAI NO GE AREAS TO CATED WITHIN PROTECT I I ITS I "PERA, K ACD TYAT�Al A DULY ED ST US AND F MIT G RA'DE SA NCLUD US DIV I ADESCRIBE EROSION AND SEDIMENT CONTROLS FOR E.POSED FOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIALWATERS AND TEMPORARY SEDIMENT BABINS FOR AREAS THAT EN E N R TE(IDEMIFIABLE ON MAPS SUCH AS'SGS ]5MINVTE I F PRO. I ITO BEDROCK OR ROAD P—ECTSWHERETHE LACKOF R GHT OF WAY PRE CLUBS 'THE I 'TAL =RGE To �URTFHAECPEEWATAENRE�NTDIETORMBWAWHATMoATNHAEGRETREENATTPRA CTWCE1 TH FIVE OR MORE ACRES DISTURBED AT ONETIME urvD[re Irvrv[OFTA AT[or G RVNOF jE FAHEPRO ITSSOCIATER WITH CO NBOUNDARIES THAT WB TRHOTII NE STORMWATER RUNOFF FROM THE A IT VI TY WI LL NOT FIT ON THE PIAN SHEETACE WATER THEY MUST BE IDENTIFIED WITH AN ARROW, DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 111 LINEAR FEET FROM THE SPECIALWATE(K. METHOCATDS TO BENG USED FOR FINALSAND DTABILEPSTANCETIONOFAllETHE SURFTPDBEDSoAREA ERMANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND 10STPRD�EITRUNOFATEAND AOLUMEFRONTHE IAND IYARIaNOUSPRE I RE QURED A 'THE RESULT F NENVIRONMENTAL ARCHAEOLOGICAL OR OTHER REQUIRED LOCAL STATE OR FEDERAL REVIEW OF THE PROTECT' NO ITanoN EVENTS REMAINS THE BAMS. FYE DEBcwBEHow THEBEMABUREe wEREADDREBBED IN THEBWPPE. pIIA.$)DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS REBUTTING IN THE ,,AND sxs I S THE PROTECT LOCATED IN A KARET AREA SUCH ADDITIONAL MEASURES WOULD BE NECESSARY OT PROTECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN M INN R CHAPTERS TB SO AND G-1 NO I YEAR Ln HOUR PRECIPITATION EVENTS. ISSUESSUBMITTAT SUMMARY DEBCRIBETE THEADDITMASSIaNALMEABVREB TO BE VB o. (IIIA.7) DOESYOUR PROTECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR BIGNIFIC— ADVERSE IM PACTS TO A WETLAND CONVERSION OF A NATUALwETIAND TOA ITORMWATER ND)' NO PR ND (E.G.,. IT. (PART I Bb AND PART III A.I DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A. NM(B) DAR STRESS OR(B): PPOBP HO RUI TURBIDITY, DI HO A ED OXYGEN OR BI OTIC I M PAI RM EM' USE THE BP ECIAL AND WA OR DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (LODE) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVItt'NO FYESINSPECTIONS AND MAINTENANCE( N.E) NT(B) IDENTIFIED IN THETMDLDESCRBEPRoCEDURESTo EN(T DAYBDNURINGACTIVECONB)RUCTOCN AND T MDLTHEADDITIONAL WITHIN ICL HOURS AFTER A RAINFALL EVENT GREATER THAN I I INCHES IN ICL HOURS, AND WITHIN GI DAYS AFTER THAT FTHE SITE NA BA pAB(IT C, I,I(CII TRIOAeiaEAM)j MUTT BEA ADD WATER io TRE 1WPPP AND IMELEMEBNTED pll AMP)AiEPARD To.LBME, IIILy A SELL ToOTHO,EBPOSTTOPE of THE PaoolEITl THAT DRAIN To O NE of THE RE IT IED DI POOR SO E P OINTI SPOT I ME I UT NCLUDE 'TAB "ED AREA ' ER IS p REVENT ON AND FED MENT CONTR OIL BOB ' AND UPLTRAT ONTTY ADTAC— PUBLIC WATERS WHERE THE MINNESOTA DEPARTM ENT OF NATURAL RESOURCES(DNR)AB DECLARED "WORK IN WATER RESTRICTIONS DURING FIBHSPAWNINGTIMEFAME ,A—CIA, AREAS OR IN ORM WATERINBPECTION CHECKLIST I D'A.) W 'THE PROTECT CREATE A N7UMUTVE OPERA CUP EU R FofAl se (eg.MANNER l, nytlaulicnwtls, palm solvents, pAmIM,,,..T p,NN,cR -.I 11--uve, —Mves, conng mmpountls, antl atlas) acmming TE (FEE PART III D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TFSTES A W TER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULAT A ENEW ME ERV oU S SURFACES MUST BE RETAINED ONE OF HE REASONS IN PART III. D., J. IF INFILTRATION Is PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (EPN, FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTANG 0 TO CA L AND STATE LAWS METH KID E USEDTO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BYTHE PROTECT (111 o): ANDS T wBPROHECTNUMBER NEEDED BY THE PROVIDER REGIBoNATI=PRACTICES D-1 TA cl�=TT�l . oN GN INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE I ETHODSELECTED.BE OFT MT SPECIFIC REM ENTB ABe D ETHOD. FSwasssso,mtlwa 0a ABLe FOR LEAKS SON SUMMARY T I E D E E C. CONCRETEWASHOUT oN I. ) SHALL OCCUR OFF SITE STARNDAT CALCULATIONS ARE WITHIN THE STE STORM WATER MANAGEMENT REPORTAND PARTIF THIS SWPPP AS ATTACHMENT D �INA ISTA, BELII Ho I WILY NALCCAB LAST ON (PERMANENT COVER) OF ALL DISTURBED AREAS. WTHPAVEMENT FOR AND LANDSCAPE MATERIALS ceMENT PATTING. DescRlBewATOTHERTRATMENT spwascAsses swALFs SMALLER Pomps oR CRP wamBERs wILLBE IMPLEMENTER COVERAGE (SEE PARnvasr. ER Q.ROD ITO BEDROCK OR ROADPROTECT'WHERETHELACKRIGHT OFWAYWPPP-ATTACHMENTS RFACE eS(111OiNATERM D ABOVE THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PE T THE NE.TOW DOCUMENTS DESCRIBING THE NATURE OF DO—ESTATION OF wFEASIeIUTY: CLF FEE a. FOR PROTECTS THAT DISCHARGE TO TROT STREAM s, INCLUDING TRIBUTARIES TO TRO UT STREAM s, IDENTIFY M ETHOD OF INC RP RATING TEMPEATDREc NTR LB INTO THE PERMANENT BT SO WATER MANAGEMENT INASYSTEM SW1.4 ATTACHMENT B SWEEP INSPECTION FORM EROSION III REQUIREMENT (PART I 11�oEgT II�FFIT ET N=AE IFIFAII NO FE ol ol FIFITTE NFETAII-El IN A.MME- . . . . . . . . . . . . . . . . . . . . . . . . . . I -ME- I I 0 I IFIE All I MIFI 11111 F1 F NFIFIUIN I -ENT -TEI IE ITIFESIME1 I FEE FUAFFFFAFAFF,,AFNFA,,,N IFIIF I '"ITIIIAI"T"E I .. FREE All IF- ME TIE NAIIFII III I IINAREFIA - _F ME =E I A N, "0 FINE ITT T TRUE F, EF", F TIE E,=IIE(11Fll 1111 FIAN ITEITEN FFII 11-ITTIF ME IF.IVFI1 ITIO III TIE IIFINAI.E .11N. INTI AN AINAIENT FIFE1 IRFE TIE IIFINAI.E A FFI.FNF IF -1 IF IFE -FIFIEFFAME E �I FTY A I El. ANENT FFII-AFFI ANA. F. ENT FIFFE. ME IT TREI IN FIT F I -FIF FIE IF. F F ANT IFOATE 11 IF I IIIIIIN. I I FIFE1 FIREI All I I AIIIIIANIE -1 IFFIF Y El III I I F TIE N El IFI. IT' IFFIRRE N. El INAR. El TI wA I I I I I I I V-11 I I . I I 1 11111 TE Ell III -TEI I F ME IN. I-AFFIFI1 F TIE j� �AIIIIIFFUTMFEINIII Ell'alINETIIIIIINFIFE1 -Fl IFFAII -FIE F TIE -E Y I MINE ITE N F,AN E ENTEIINEITEI 1�,�EAFF-ENTATINEAFINIE.11 N��IIFIAIIN IFE AIEFUE1 AINTAINE ML�IM�N��IIFIAIIN LI NEA E] 11 ��T�FETII�ll�INTII�Ill�EIT�EIN.IIE III FIFE E.IIINII�TIETII�ll�l��EETII'�EIVEI IFNI AFIFFIN-11-AFINFEAFIFFE 1� AIEA��INFIIIATIIN�l�TE.�.Al�EITIAVIIIII.IAITIINI Y El N E] l�"IE�IIIITIINIFAIEA�IFNINII'.'I�ANMW�ll�.��lN�IEITIINIE.IIIEIIIIIEITIVEAITIIN�,ANIIEII..ENIEIIATEIFII.l�ETIIIIIN IIIIEITIVEAITIINE ATTACHMENT C MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM R .Z --z —6 Z.. 110 1121-010 IT RERYC IT HAT TH I P" PREPARED RISE OR UND I MY D IECT "PER , , � I. D THAT AN ADULT C EN `D I o N OF EN G NEER UNDER THE= F T HE 'T AT E oF RNNE10TA IR-RYRN R-RAED BY FU 'ROIECTNUMBER REVISION SUMMARY mi! ' ;VVPPP - ATTACHMENTS PROPOSED PROJECT FOR: COTTAGE GROVE APARTMENTS 80th ST. S. t HEMINGWAY AVE. S.. COTTAGE GROVE. MN PROPOSED UNIT MIX SITE DATA GROSS ACREAGE 138"06 S.F. 3.184 AC NET ACREAGE 113440 S.F. 2.6 AC GROSS BUILDING AREA 32,000 5F. 073 AC UNITS PER AG RE'INET) 145 EF/UNIT 46 UNIT51AC GREEN SPACE 33.613 5F O 11 AC BUILDING SETBACKS PROPOSED NORTH SIDE SETBACK 20'-0" PROPOSED EAST SIDE SETBACK (HEMINGWAYI 30'-0" PROPOSED WEST SIDE SETBACK 35'-0" PROPOSED SOUTH SIDE 1807H ST) 40'-0" PROPOSED NORTH SIDE PARKING SETBACK 17'-10" PROPOSED EAST SIDE PARKING SETBACK 8'-6" BICYCLE PARKING (I) PER STALL IN UNDERGROUND GARAGE 94 BIKE RACK BY MAIN APT. ENTRY 10 EMAIL: Nathan.H off menn9 sandmanse.com SWI.3 CONTACT, NATHAN HOFFMAN CIVILCIVIL SITE GROUP ENGINEER: 4931 W. 357H ST, 4200 ST, LO 15 PARK. IN 55416 PHONE: (61 2) 615-0060 uue UNIT A3 Q s ST, CONTACT: DAVID KNAEB LE LANDSCAPE CIVIL SITE GROUP ARCHITECT: 4931 W_ 35TH ST_ 4200 57. LOU15 PARK. MN 55416 PHONE: (6 12) 615-0060 EMAIL, RB ldel® 1111,1tgr I,. CONTACT: ROB BINDER LAND TROSEN LAND SURVEYING SURVEYOR: 236 LF 15 ST, S. SHAKOPEE. MN 55379 PHONE: (612) 990-1182 CONTACT.- SCOTT TROSEN GEOTECHNICAL NI XI ENGINEER: 1408 NORTHLAND DRIVE, 4107 MENDOTA HEIGHTS, MN 55120 PHONE (763) 433-9175 1B. A7F BATH 053 5 IBD 2 BITH UNIT CI 1,120 ST, 2,BD 2 BATH UNIT Cl 1,135 BI, 11 TOTII 210 2 BATH UNIT 11' 1,211 Sl � PATH IIINBI SITE INFO SITE DATA GROSS ACREAGE 138"06 S.F. 3.184 AC NET ACREAGE 113440 S.F. 2.6 AC GROSS BUILDING AREA 32,000 5F. 073 AC UNITS PER AG RE'INET) 145 EF/UNIT 46 UNIT51AC GREEN SPACE 33.613 5F O 11 AC BUILDING SETBACKS PROPOSED NORTH SIDE SETBACK 20'-0" PROPOSED EAST SIDE SETBACK (HEMINGWAYI 30'-0" PROPOSED WEST SIDE SETBACK 35'-0" PROPOSED SOUTH SIDE 1807H ST) 40'-0" PROPOSED NORTH SIDE PARKING SETBACK 17'-10" PROPOSED EAST SIDE PARKING SETBACK 8'-6" BICYCLE PARKING (I) PER STALL IN UNDERGROUND GARAGE 94 BIKE RACK BY MAIN APT. ENTRY 10 PROJECT TEAM: CODE SUMMARY DEVELOPER 80TH e HFMINWAY LLC 641 EAST LAKE STREET I207 WAYZATA'MN 55311 PHONE= (152) 476-5411 EMAIL: kmurray°northshoredp.com CONTACT. KATELYN MURRAY ARCHITECTS COLE GROUP ARCHITECTS A010 216 PARK AVENUE SOUTH %1 SUITE 102 A102 ST. CLOUD. IN 56301 A103OVERALL PHONE: (320) 654-6570 A104 EMAIL_ UT".colea '"' AI05OVERALL CONTACT: DAVID MAJCHRZAK GENERAL STONEBRIDGE CONSTRUCTION CONTRACTORS 2100 WEST COUNTRY RD_ 92 C51 BURNSVILLE, MN 55337 C52 PHONE_ (152) 618-8717 C 5.3 EMAIL: bRlesz°mnstonebrldge.com C54CIVIL CONTACTS BRAD FRIESZ STRUCTURAL SANDMAN STRUCTURAL ENGINEERS ENGINEER.: 1587 30TH AVE 5 51U1.0 MOORHEAD, MN SLS6O SWI.1 PHONE.- (218) 221-0022 SWI.2 EMAIL: Nathan.H off menn9 sandmanse.com SWI.3 CONTACT, NATHAN HOFFMAN CIVILCIVIL SITE GROUP ENGINEER: 4931 W. 357H ST, 4200 ST, LO 15 PARK. IN 55416 PHONE: (61 2) 615-0060 EMAIL: Dknaeblee nvilstegroup.com CONTACT: DAVID KNAEB LE LANDSCAPE CIVIL SITE GROUP ARCHITECT: 4931 W_ 35TH ST_ 4200 57. LOU15 PARK. MN 55416 PHONE: (6 12) 615-0060 EMAIL, RB ldel® 1111,1tgr I,. CONTACT: ROB BINDER LAND TROSEN LAND SURVEYING SURVEYOR: 236 LF 15 ST, S. SHAKOPEE. MN 55379 PHONE: (612) 990-1182 CONTACT.- SCOTT TROSEN GEOTECHNICAL NORTHERN TECHNOLOGIES, INC. ENGINEER: 1408 NORTHLAND DRIVE, 4107 MENDOTA HEIGHTS, MN 55120 PHONE (763) 433-9175 I. BUILDING DESCRIPTION: 2. PARKING SUMMARY: A NEW FOUR-STORY MARKET RATE APARTMENT UNDERGROUND GARAGE = 14 STALLS OVER AN UNDERGROUND GARAGE STANDARD = II STALLS UNDERGROUND GARAGE = 32,000 SF COMPACT = 19 STALLS FIRST FLOOR = 32,000 SF ACCESSIBLE = 2 STALLS SECOND FLOOR = 32,582 SF SURFACE PARKING LOT = 116 STALLS THIRD FLOOR = 30,278 SF STANDARD = 103 STALLS +FOURTH FLOOR = 30,278 SF COMPACT = 8 STALLS GROSS BUILDING = 157,138 SF ACCESSIBLE = 5 STALLS UNDERGROUND GARAGE = 210 STALLS STANDARD = 179 STALLS (82%) COMPACT = 24 STALLS (11%) ACCESSIBLE = 7 STALLS l3%) 3, BLDG, SUMMARY: 2015 MINNESOTA STATE BUILDING CODE, AND OTHER RELATED CODES. A. CHAPTER 3 — USE AND OCCUPANCY CLASSIFICATION R-2 OCCUPANCY — APARTMENT HOUSE — (SECTION 310.4) S-2 OCCUPANCY — LOW HAZARD PARKING GARAGE — (SECTION 311.3) B- CHAPTER 4 — SPECIAL DETAILED REQUIREMENTS BASE ON USE AND OCCUPANCY AUTOMATIC SPRINKLER REQUIRED FOR S-2 (SECTION 406.6) WALLS SEPARATING DWELLING UNITS IN R-2 CONSTRUCTED AS FIRE PARTITIONS (SECTION 420.2) C, CHAPTER 5 — GENERAL BUILDING HEIGHTS AND AREAS BUILDING DIAGRAM IHR RIC A55EMBLY STORY 4: (R-2 OCC) NFPA-13 IHR F/C ASSEMBLY STORY 3: (R-2 OCC) NFPA-13 IHR F/C ASSEMBLY MAX4 STORIES STORY 2 IR -2 OCCJ NFPA-13 IHR F/C ASSEMBLY MAX 70-0" AVERAGE STORY I LE55 THAN GRADE STORY L [R-2 BCCI NFPA-13 IHR F/C ASSEMBLY 6'-0" A50VE AVG, PLANE- GRADE PLANE BASEMENT: (S-2 OCCT NFPA-13 D. CHAPTER 6 — TYPE OF CONSTRUCTION TYPE V—A (ONE HOUR 602.5) OVER TYPE V—A (ONE HOUR 602.5) E_ CHAPTER 7 — FIRE AND SMOKE PROTECTION FEATURES FIRE BARRIER (SECTION 707) — 2HR RATED (SECTION TIE) PROVIDED AT STAIRWAY B ELEVATOR SHAFTS. FIRE PARTITION (SECTION 708) —IHR RATED (SECTION 420.2) PROVIDED AT WALLS SEPARATING DWELLING UNITS AND EXTERIOR/INTERIOR BEARING WALLS, HORIZONTAL ASSEMBLIES (SECTION 711) — IHR RATED FLOOR/CEILING AND ROOF/CEILING REQUIRED AND PROVIDED AT EACH STORY G. CHAPTER 9 — FIRE PROTECTION SYSTEMS E-2 AUTOMATIC SPRINKLER NFPA-13 (SECTION 903.2.IC) R-2 AUTOMATC SPRNKLER NFPA-13 (SECTON 903.3,1.1 & 903.2.8) SHEET INDEX A001 COVER SHEET A010 SITE PLAN %1 BASEMENT PLAN [BELOW GRADE) A102 OVERALL FIRST FLOOR PLAN A103OVERALL SECOND FLOOR PLAN A104 OVERALL THIRD FLOOR PLAN AI05OVERALL FOURTH FLOOR PLAN A501 EXTERIOR ELEVATIONS A502 A503 EXTERIOR ELEVATIONS SIGNAGE CIVIL: C0.0 TITLESHEET VI.O SITE SURVEY V. SITE SURVEY C 1.0 REMOVALS PLAN CLITREE PRESERVATION PLAN C20SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C51 CIVIL DETAILS C52 CIVIL DETAILS C 5.3 CIVIL DETAILS C54CIVIL DETAILS LIO LANDSCAPE PLAN LII LANDSCAPE PLAN NOTES e DETAILS 51U1.0 SWPPP - EXISTING CONDITIONS SWI.1 SUPER - PROPOSED CONDITIONS SWI.2 SWPPP - DETAILS SWI.3 SWPPP - NARRATIVE SWL4 5LIE SWPPP - ATTACHMENTS SWPPP - ATTACHMENTS RETAINING WALL - 69 0 PROPERTY LINE 116 SURFACE PARKING STALLS 94 GARAGE PARKINGSTALLS 210 TOTAL PARKING STALLS 30 o DIRECTIONAL I O SIGN - IInn V) LF7 II' -51/1" i - I u III w uJ z w Ir J o .W 'SHOWN DA5HO STORM WATER SYSTEM. W, r ',SHOWN O W/ C VERIFY SIZE 1 w z G _ ,LOCATION W/ CIVIL PLANS. d Do 0 9 NTRY BIKE B'-3 5/8" RACK [.DECFKk 120 UNIT 9 STORY APARTMENT 94 UNDERGROUND GARAGE PARKING STALLS III P OP05ETBAC 5 KD w PROPOSED ___________________ .___________________• ._________________• SETBACK ENTRY w� DIRECTIONAL O SIGN NEW om BENCH BNEW ENCHMONUMENT � SIGN R.O.W. 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III�IIII�I ■■�1�■�III�I. _ _ � ��.�_'�-`-_IIIII1111111111 -- ullllluullllu I- -----� IIIIIIIIIIIIIIII --- IIIIIIIIIIIIIIIII ®---®- IIIIIIIIIIIIIIII � _II-F�II��,-�I-III-�I Directional Signage Note: -Materials by sign contractor Directional Sig n -Brick to match partment -Colors to match apartment Not to Scale • Apartment Signage Address Info — — - - - -- EF -11 Note: -Materials at sign contractor Monument Sign -Brick to match partmen} colors ro mann apar}menr Not to Scale TO: Emily Schmitz, Senior Planner, City of Cottage Grove RE: 75168 oth Street, former City Hall site Zoning Amendment and Site Plan Review Application Market Rate 120 -unit multi -family building FROM: 80th and Hemingway LLC DATE: January 29, 2020 PIN: 08.027.21.43.0006 Legal Description: That part of the Southeast Quarter (SE %) of Section Eight (8), Township Twenty-seven (27), Range Twenty-one (21), Washington County, Minnesota, described as beginning at a point on the South line of said Southeast Quarter (SE %) distant 2,216 feet west from the Southeast corner of said Southeast Quarter; thence North, perpendicular to said South line, 330 feet; thence at right angles West to the West line of said Southeast Quarter; thence South along said West line to the Southwest corner of said Southeast Quarter; thence East along the South line of said Southeast Quarter to the point of beginning. The 801h and Hemingway LLC development team proposes to construct a 120 -unit market rate multi -family apartment building with several amenities in Cottage Grove, MN. Currently home to the now vacant, former City Hall site, the proposed apartment building will be located at 7516 801h Street South, at the intersection of 801h Street and Hemingway Avenue. The current property owner is the City of Cottage Grove. A few amenities to highlight that are included in the project are underground parking, indoor and outdoor community space, a fitness center, and balconies on every unit. The team believes this is a strong development opportunity given the lack of market rate apartment communities in the area. In fact, the most recent market rate apartment project built in Cottage Grove was Hinton Heights in 1993. In addition, the project aligns with the Cottage Grove Community Vision and Themes, as well as the current draft version of the 2040 Comprehensive Plan. Based on our thorough market assessment, the proposed apartment community will fill a void and provide much needed housing to many of the businesses and schools operating in the adjacent neighborhood and community. Additionally, the development will bring the currently tax-exempt property on to the tax rolls. 1IPage COMMUNITY GROWTH AND VISION: This multi -family development at 80th Street and Hemingway conforms to 2 Key Themes listed in the 2040 Comprehensive Plan, Visions and Themes. • Housing Options — strive to provide a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. • Serving All Generations — continue to create diverse and vibrant neighborhoods with equal access to services and amenities for all citizens. KEY THEMES: Key themes are critical to the current and future quality of life in the City of Cottage Grove. These themes embody the core philosophy and vision expressed by the community. Though the local context and approach for achieving these goals may change over time, the key themes should endure for generations to come. As well, 5 Key Themes become interconnected with this multi -family housing development, as shown in the diagram below, which is further covered in the Land Use Section. 21 Page LAND USE: The project site falls in the 80th Street Development Opportunity area and is currently zoned 131- Limited Business. The Planning Application is for a re -zone of the parcel to Mixed Use with a PUD. This rezoning is consistent with the proposed use in the City's Comprehensive Plan's land use guidance. In addition, the proposed development provides needed housing for an income group that is currently underserved. Finally, the proposed use efficiently utilizes the city's current infrastructure with all municipal services immediately available to the site. This 'mixed-use' community center is a place where retails shops, apartment buildings, single family residences, schools and other local serving uses come together. This community center is connected via streets and sidewalks that will continue to enhance the livability of this community. The design is promoting a walkable, sustainable development pattern that supports alternative forms of transportation (walking, biking, and mass transit) while still accommodating the automobile. The site location attributes: • The site is % mile east of 80th Street's intersection with Highway 10 — the major four -lane highway that connects Cottage Grove to the Twin Cities. The Site has easy highway access that will enable residents to easily travel to places of employment in the surrounding area. The Site also has walkability to schools, parks, grocery, restaurants and shopping (about a 3 -block walk). Surrounding land uses are compatible with rental apartments. • The site will be supported by a bus stop, with morning and afternoon stops. This route connects to the Cottage Grove Park -n -Ride, app 1.5 miles from the site. The Park -N -Ride has express routes to downtown St Paul and Minneapolis. • Immediately northwest of the site is the 36 -acre Oakwood Park with trails and other outdoor activities. Our site design has included a walking trail on the west for a future trail connection to this park. • Crestview Elementary School and Park High School are a few blocks east of the site, within walking distance. • Washington County Public library is directly north of the proposed development. • Supports the local labor market through high density housing near major employers (retail and schools). HOUSING: The health and character of a community will be measured in its housing stock. Cottage Grove is seeking to provide a variety of housing choices and works to ensure that existing housing is well maintained and meets the changing needs of the community. Existing and future residents are looking for more services and amenities near where they choose to live, including convenient shopping options and easily accessible walking and biking trails. The development team strongly believes our proposed development supports the key themes related to housing established in the City of Cottage Grove's Community Vision. • Housing Options — strive to provide a diverse mix of housing types that are needed to serve all income levels and stages in the life cycle. • Serving All Generations — continue to create diverse and vibrant neighborhoods with equal access to services and amenities for all citizens. 31 Page • Defining Our Character— preserve and enhance the variety of neighborhood experiences in the city. PROPOSED DEVELOPMENT: The development team is focused on delivering: • High quality designed housing to ensure compatibility between residential and commercial uses. • Creating attractive, community -oriented development that positively reflects on the image and identity of Cottage Grove. The design is proposing a four story, 120 -unit apartment building on the property. The proposed apartment building will have underground parking, large resident community room and outdoor deck, onsite manager's and maintenance office, resident storage, mail and package room, dog park, dog wash station, bike storage and walking paths. The building will have a mix of 1 bedroom, 2 -bedroom and 3 - bedroom apartment units. Each unit will include a deck or patio. Site Design and Placement: The building has been oriented on the site for multiple reasons: • Desire to maintain current curb cuts on 80th Street and Hemingway Avenue from former city hall site development. • Existing curb cuts and building orientation takes advantage of existing grades on the site with minimal cut and fill. • Building placement anchors 80th street and shields parking lot to the north from main thoroughfare, 80th street. • Building placement takes advantage of the east to west sun movement throughout the day for residential units. • North -south wing shields apartment main entry from prevailing NW winds during winter months. • Designed to complement future redevelopment opportunities to the north. Exterior Design: The development and design team are proposing an apartment building with a contemporary look, while complementing the surrounding commercial and residential site context. The flat roof design is intended to provide an upscale urban feel and relate to the neighboring commercial buildings. Repetitive bump -out bay elements modulate the fagade reducing the scale of the building, but more importantly creates visual interest through pattern of materials as well as with light and shadow. The prefabricated suspended decks will continue the building layers for more depth and visual interest. The southwest corner will feature an architectural 'crown' and building signage. This corner will feature brick, additional glazing, and accent lighting to give an asymmetrical design on the 80th street fagade. The exterior incorporates materials such as; brick, glass, burnished rock face block, fiber cement board panels and fiber cement horizontal lap siding. The use of fiber cement board provides a residential feel to the exterior while the burnished block and brick compliment the tones of siding planned for a timeless, elegant expression. 41 Page Landscape Design: The landscape design's overall goal is to present a multi -seasonal, multi -layered, and complete landscape model, both ecologically and functionally. The landscape plan will reflect the up -scale nature of the development by including integrated multi- level planting typologies which will enhance and/or screen views within and without the site. Both native and exotic plant materials have been utilized throughout the site with regionally grown and acclimatized plant stock. Larger tree material includes maple, oak & linden varieties, as well as several spruce species. Along the both 80th street and Hemingway Ave. South, street tree style plantings have been introduced to create a visual separation between the public street & path system and the residential windows & balconies. Additionally, the trail along 80' has been enhanced with two new bench areas separated from the building foundation with mid-level plant groupings and full foundation plantings at the building. On the north side of the building, foundation plantings partially screen the first floor units while also enhancing the resident patios. Screening along the parking areas public exposures, as well as shading has been achieved. Additional overstory trees, once fully realized, will screen views from and to the upper stories of the proposed building. Other features of the site include a trail connection and enhanced large scale screening along the western property line with a resident dedicated dog park. Civil Engineering: As part of this project, a proposed stormwater system will be constructed to meet the rate control and water quality control requirements of the City of Cottage Grove and the South Washington Watershed District. All the runoff from the proposed building and parking lot area will be routed to the proposed system. The stormwater management system will consist primarily of large diameter perforated corrugated metal pipe (CMP) installed below the parking lot. Pre-treatment to the system will be provided by sumped catch basins with SAFL Baffle's and hoods upstream of the system, along with a portion of solid pipe and a drawdown riser inside the system itself. The proposed stormwater system will discharge into the existing public storm sewer system located in 80th Street South. Private water and sanitary sewer services will be provided to the building by utilizing the existing water main and sanitary sewer in Hemingway Avenue South. Parking Analysis: While evaluating the overall site design, we spent significant efforts seeking the optimal balance of the size of the building footprint, achieving pedestrian circulation around the site, beautifying the site landscaping/greenspace, and providing adequate parking to accommodate residents and guests. While all components mentioned above serve as important components to the overall success of the project, parking deserves a close study to ensure we supply the optimal amount of parking to serve the market demands of the residents and guests. The chart below was developed with the assistance of our management company and is based on experiences at several of other comparable apartment communities. 51 Page As shown below, most studios have single occupancy. For one -bedroom units, management noted most one -bedroom units at comparable properties have 1.5 vehicles per unit so please note 1.76 stalls per unit is a very generous allocation. Two and three bedrooms often have two vehicles. Additionally, one stall for every ten units has been designated as guest parking. Therefore, we feel very comfortable with the balance of building, sidewalks, landscaping and parking provided on the site. Parking Analysis Unit Type # of units Total Provided Studio 31 1.00 stall/unit 31 One Bedroom 47 1.76 stalls/unit 83 Two Bedroom 38 2.00 stalls/unit 76 Three Bedroom 4 2.00 stalls/unit 8 Visitor 1 stall/ 10 units 12 TOTAL 120 1.75 stalls/unit 210 stalls Site Coverage and Green Space: The 'green space' goal for our apartment community focuses on a design plan that supports its residents, their pets and those actively using Cottage Grove's walks, trails and public parks. We believe that our design will encourage our residents to fully utilize all the City's green space amenities. This design can be largely attributed to two key factors: • The location of our apartment community is situated perfectly to take full advantage of the 36 - acre Oakwood Park and outdoor areas at the two public schools, all within walking distance. • The design and scale of our building supports the City's need for market rate rental housing. Given the market study, we believe that the City of Cottage Grove and its residents will be better served by building an apartment community that can serve the largest percentage of the residents possible, while still providing a beautiful outdoor setting and site amenities. Taking into consideration the site green spaces, private residential balconies and the community deck, the development will include approximately 39,783 SF or 35% of green space, which is consistent with the prior use of the site. (33,613 SF of non -pavement on site and 6,170 of community deck and private residential balconies.) The proximity of the building to 80th street also complements the larger redevelopment efforts by the City. We have designed our landscaping to support the activities on 80th street by providing a: • Grassy open boulevard. • Municipal sidewalk: Plant material and planting beds will be designed to support the large-scale corridor setting and its proximity to municipal street activity. • Seating/refuge nodes (2). The seating node areas include a bench, with landscaping to scale The west side of the property will be designed with a walking path to support resident access to Oakwood Park and will include a large community deck. The deck is designed to be a social area for 61 Page residents and their guests, which will include outdoor dining table sets, lounge seating and 2 grilles, if permitted. SITE AREA TABLE SITE AREA CALCULATIONS * table from Civil Site Group Site Plan. 71 Page EXISTI NG CONDITION PROPOSED CONDITION BUILDING COVERAGE 20,773 SF 18.3% 32,000 SF 28.21 ALL PAVEMENTS S3,3S0 SF 47.0% 47,828 SF 42.2% ALL NON -PAVEMENTS 39,317 SF 34.7% 33,613 SF 29.6% TOTAL SITE AREA 113,440 SF 100.0% 113,440 SF 100.0% IMPERVIOUS SURFACE EXISTING CONDITION 74,123 SF 65.3% PROPOSED CONDITION 79,828 SF 70.4% DIFFERENCE (EX. VS PROP,) 5,705 SF 5.0% * table from Civil Site Group Site Plan. 71 Page OnIn BOLTON & MENK Real People. Real Solutions. MEMORANDUM Date: 02/21/2020 To: Ryan Burfeind, PE From: Mike Boex, PE Subject: 7516 801h Street Redevelopment Plan Review City of Cottage Grove, MN Project No.: N15.103963 2035 County Road D East Maplewood, MN 55109-5314 Ph: (651) 704-9970 Fax: (651) 704-9971 Bolton-Menk.com This memo summarizes the review of both grading documents and utility documents submitted by Civil Site Group, dated 01/29/20 (received 02/12/20). Sheet C0.0 1. Identify the horizontal and the vertical datums used on the project. 2. Note that the City of Cottage Grove's Standard Specifications for Street and Utility Construction shall govern for all improvements in the public right-of-way. Sheet V1.0: 3. Sidewalk easement should be provided for the sidewalk along Hemmingway Avenue, 5' outside of the sidewalk edge. 4. 60 -ft permanent right-of-way easement should be recorded on the southern portion of the property for 801h Street. 5. Sidewalk easement should be provided for the sidewalk along 80th Street, 5' outside of the sidewalk edge. 6. There are multiple existing easements for the tower and a fence covenant and easement. Consider vacating the easements. 7. 10 -ft side and rear yard drainage and utility easement should be provided. Sheet C1.0: 8. The light poles in the existing parking lot islands should be identified for removal. 9. There is a section of curb and sidewalk on the northwest corner of the old parking lot that was immediately south of the library parking lot which still needs to be removed. 10. Remove the existing water and sewer services as close to the existing curb box or 801h Street sidewalk as possible. The remaining service will be removed in the future when 80th Street is reconstructed. Attached is a figure showing the service locations. 11. Revise the construction limits to include the proposed utility work on Hemmingway Avenue. H:\COTT\General\2019\7516 80th Redevelopment Old City Hall\Correspondence to Others\7516 80th Street Plan Review 2020-02-21.docx Bolton & Monk is an equal opportunity employer. 7516 801h Street Plan Review Page: 2 12. Based on the proposed storm sewer system, it appears the existing catch basin on the south curb line of the site entrance onto 801h Street should be identified for removal. Sheet C2.0: 13. On the southern drive entrance, the radii should not come into the back of sidewalk. Curb should taper into the sidewalk tangentially to the street centerline. 14. Per City code, retaining walls greater than 30" in height shall be completely fenced along the top edge with the City standard wrought iron fence material (detail attached to this memo). 15. The proposed dog fence should also conform to the City's standard. 16. Stop signs shall be provided at each exit. 17. The concrete apron should reference City standard detail STR-21. a. 20' minimum radii should be provided at the street connection. 18. Concrete sidewalk in City right-of-way or easement shall be 6" thick per city standard detail STR- 9. 19. Extend the proposed trail on the west side of the property to the north property line. 20. The City's Building Official should review accessibility requirements around the building and site. 21. The developer shall depict on the plans and construct the necessary modifications to the library parking lot. a. A 10 -ft setback should be held from the property line to the parking lot. b. The existing drive aisle width should be maintained and enough median removed so vehicles can circulate as they do today. c. Evaluate drainage from the library site and if it can be routed to Hemmingway Avenue as it does in the existing condition. Sheet C3.0: 22. EOFs should be identified on the plan. chAA+ CA n• 23. The proposed inside drop shall conform to city standard detail SAN -4. The structure shall be lined with a Zebron 300 series liner. 24. A full width mill -overlay of Hemmingway Avenue the width of the apron will be required due to the proposed utility connections. 25. Street patching for utility connections shall match existing bituminous and gravel depths. 26. The City recommends that storm sewer be RCP. 27. Place a structure marker sign per city standard detail STO-23 at the future storm sewer stub location to the north property. 28. In the utility legend, catch basin and manhole symbols appear to be swapped. 29. It is recommended that a private joint ownership and maintenance agreement be made for the storm sewer piping from the library site through the proposed development. Botton & Menk is an equal opportunity employer. 7516 801h Street Plan Review Page: 3 30. This development will be located in the City's intermediate pressure zone. Static pressure is anticipated to be approximately 48psi at the proposed FFE. It is recommended that the developer further evaluate available pressure in the area. Sheet L1.0 31. The City Forester will review the landscape plan for details related to tree species and planting locations. In general, ensure the following restrictions are applied to the plan: a. Deciduous trees should be located a minimum of 5' off any utility pipe b. Coniferous trees should be located a minimum of 15' off any utility pipe c. No tree should be located within 10' of a hydrant or 15' from a streetlight d. No evergreens within 20' of a proposed sidewalk/trail Stormwater: 32. Previous stormwater comments have been provided to the developer and the City is in the process of reviewing and working through submittals as they are received. Botton & Menk is an equal opportunity employer. 6" 11%" T 0 Varies With Height Standard Heights 3', 3%', 4', 5', 6' 36" Min. ' Footing Depth 8' O.C. Nom. —1 31%6' TYPICAL 0 NOTES: 1.) Post size depends on fence height and wind loads. See MONTAGE PLUS- specifications for post sizing chart. 2.) Third rail required for Double Rings. 3.) Available in 3" air space and/or Flush Bo most heights. RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointing grade. MONTAGE PLUS" RAIL 17/16" E -COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat COMMERCIAL STRENGTH WELDED STEEL PANEL PRE ASSEMBLED PROFUSION"WELDIN, No exposed welds, Good Neighbor prc appearance on both DOUBLE RING Adornament option 1Y2" MONTAGE PLUS"Rail (See Cross- Section Below) Post 2%2 Ox 16ga. O %"O 18ga Picket Bracket Options 1V Y1Specially formedhighstrength architectural shape. LINE BUULLVAKU UNIVERSAL BUULEVARll FLAT MOUNT BRACKET BRACKET BRACKET s Bx114 BX 112/117 Bxill Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements. 1-- MONTAGE ,,,— MONTAGE PLUS CLASSIC 2/3 -RAIL Ameristar Montage Plus Classic Fence DR: CI SH . lof 1 SCALE: DO NOT SCALE Distributed by: Ornamental Fence Supply, LLC CIS: ME I Date 6/28/10 1 REV: e Big Rock, IL Phone: 800-448-1293 www.ornamentalfencesupply.com h U N U 3 X O CL Cl Q J i